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Permit D01-199 - BOEING EMPLOYEES CREDIT UNION (BECU) - IMPROVEMENTS
BOEING CREDIT UNION 12770 GATEWAY DRIVE D01-199 • Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: City of Tukwila `~ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name:.„401/tlyu 271600 -0075 12770 GATEWAY DR AOFF DEVPERM C /LI 000 North: .0 South: .0 TUKWILA Sewer: SEPTIC Slopes: Y Permit Center Authorized Signature: " '€ P, t No: Status: Issued: Expires: (206) 431 -3670 DO1 -199 ISSUED 08/06/2001 02/02/2002 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Contractor License No: TURNECC237D2 TENANT BOEING. EMPLOYEES CREDIT UNION 12770 GATEWAY DR, TUKWILA WA 98188 OWNER BOEING EMPLOYEES CREDIT UNION PO BOX 97050, SEATTLE WA 98124 CONTACT KURT NELSON 1420 5 AV, SUITE 2400, SEATTLE WA 98101 CONTRACTOR TURNER CONSTRUCTION CO 375 HUDSON STREET, NEW YORK, NY 10014 k*** * * ** * ** * *k**k ** ** kilt********** k*** k****kk*** k** ** **** *k *k*********kkkkkk *kk****** Permit Description: TENANT IMPROVEMENT INCLUDES: FIRST FOOR GENERATOR ROOM, UPS /BATTERY ROOM AND COMPUTER TRAINING ROOM. FIFTH: FLOOR DATA CENTER, OPERATIONS ROOM AND SUPPORT AREAS. WORK INCLUDES SELECTIVE DEMOLITION NEW OFFICE PARTITIONS, RAISED ACCESS FLOORING, . . MECHANICAL AND ELECTRICAL SYSTEMS. NEW DRY COOLERS. PLACED ON THE ROOF WITHIN THE EXISTING MECHANICAL EQUIPMENT SCREEN WALL. ****** k******************************************** k* k** *kk*k* *k * *** ******** *k * ***k* Construction $ 1,200,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop. Hydrant: N No: Flood Control Zone: N Hauling: N Start Tinie: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * k** k*********************************** k* kk******* kk * *** * * **k *k **k ****k *k * ** * * **k* TOTAL DEVELOPMENT PERMIT FEES: $ 10,463.44 ***************** k****** k*** k**** * *"k *k **k* *k * * **** **k ** **k* * * ** *ilk **k****** * ** * * * *k* Streams: Phone: 206 -439 -5961 Phone: 206 -623 -4646 Phone: 206 623 -1986 Size(in): .00 End Time: Fill: End Time: Public: Date: 6P—d6 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: —� /� �'`� .42eZbo- D ate e2 QG— 0_1_ 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. vxirr^`aa rxx =.r Address: 12770 GATEWAY £R. S lr.i: yi .. CITY. OF TUKWILA Perm i t No: D01 --199 Tena►t.t: BOEING EMPLOYEES CREDIT UNION. Status:. ISSUED Tvi e � DEVPERM Applied : 07/02/2001 ari•el L #. .271600.0075 Issued: 08/06/2001 •N "k •k ..; •k 'k y k 4 ' k ' k • y •k 'k :k •k •k •k 'k •k * •k -k •k •k ' k •k •k 'k 'k :k •k •k 'k •k •k •4. •k •k •k •k •k •k :$ •k •k k * •k .k •k •k * 'k •k •k k :' •k •k * •k •k k 4 'k C k 'k 'k 'k 'k changes 'Will be made to ti•re..p1k ns_unles& approved by the Engineer and ;the Tukwi la:Bui`1'di.ng 0ivi;Si,un.. When.spec:ia1 lrispec.t.innt . is required either_: the owner ar chi tec:t c *r� eri ineer° S.:ha11 tutifv:: the TLd w 1 Bui1ding s'ion of a of the inspection agen►: i•es :i for to the tint bua;:ld•inq inspect Copies. ot all 'special:: i: r.epor be :ubril,itted to th.e Building S ion :ire a timely mariner: `Reports 'sh.al1 contain a ci:r9ress.t , .pro'.Jecr name, permi t number and type of , inc pect i:urt ; being performed:'` Tire :ne,cia1 inspector Sha11 submit :'t final signed report `static ►g :'whether the w+r +r:l; : r�equi ring' special : inspection .was, Gv the ;best 'cat the j • n, pectur' s.-' know edge Y in contormance with ,appr . )ve`c plan ';'-and spec i f,i ca. t ions and the aPO i Cab i e 4 wor krnanshlp: 'p,rovisl „cif the Ut1� Anv' I:ew :ceil iryg grid 'and, l.i.ght i t�,r�e ins tal :i.atiar�'`.is` r,eclurred' to``Meet later brac`ing reduu nt Ient: tcu Sei rnic: Zon Par owa11s att.ac.hed ri -` to .c";e;i Ong ►gt`yd , ::Must be late, ly. braced t a er eight (8) feet in_° ie,ngt{i A1.1� constructton' to be .done. in zcontormaT ce with approved p :larrss' and `r�ecicrirument_. 'cif. tl�e liti`itor +rn Cu i1ding Code (1997 Edi amended, Uni fur.m Mechartii: 1 Code, (1997 ..Edition) :and Wa sh ing 'State Energy Code • •(1997 Ed i ti:on) . P;luntbiiig- kier~ni'its' �,1ia11 be obtained through the `��eattle sing CO:��untvr•',T ►ept�7at�ri►er� of Publ is Health. Plumbing will be ir7 .peg te±, by ?that agency, including all piping .1296�4722:) .. .. Val iditv':cat, Permit The issuance ut` ti._permi't or :approval of rt plcs specrt,icat.ions :, and' .comc}utations.s•ha11 not be Carl strued'to be a permit, tor, or,. an ; pproval of, r�rty vi.o1ation • of any of the.`p,rovfsiuns of t he building ; .e'►de or ot. -any other* ordinance ot: the .ip i:d1etion No per ini t.: preSOming to •,give . author i ty to, v i'o:l ate or canc;r~ l the pr ov i s i on of t h i s code .'. sha l l be va l i d ..-Electriccil. permit. 'shall be ,obtlined. throw! h the Washington State aiviSio:n..of Labor and Industrte and all electrical work. wi 1 1 be , in_.pected by that agency' (248 -6630) . 10. / ll meChan i oa;l work: shall be under separate permit issued by the City of. :Tukwila. 1'1 . All i,erVttt i is t :inspection records, and approved plans ha l l be available at the lob site prior to the start of any con - struc,t i ors. These documents are to be maintained and avail- able until final inspection .approval is granted. .12. All structural welding shall be done by W.A.B.O. certified weiders and special inspected (UBC - Sec. 306(a)5). ,1 All high-Strength bolting shall be special inspected (UBC - eti.+ta insta'lle'd in concrete shall be special irrspecte (IEBC ec 1;701 .x 2) . ;;_k ,DEPARTMECT CONG :TTIONS*** The attached set . of palans: have been reviewed" by Prevention Bureau and are 'ac. eeptab l e w i tip the fol 1 ow ng concer ns : The knta l n rnriier of fire e.xt i rig u i h+er: requ i red l ur establ'ishrnent is ca1rwu1��ted at= one extinguisher for ec,chr 1110 �'q ft of area The - ti'r;gu,isht (s) .should be of the '1 11 ,i-?ltrpose .t 2A. 10B:t`)s'�irv' t'hemi.cal type. Trave i`s- .lance to; an'y fire ex t n'gu.i..her lutist: be 7S or 1e_.s N FP`A$ 1.Q e 3-11;1) c�r�tab l'e fire ';°ext i ngu i sher's- shall' be seCUre.Iy he? h nger ar:.,in the bran.l:et: ,supp1ied,' ced li cabinet's r i '`r eCe4se :: The hanger are `brac shall' be= secure iv and {pr;aperl ; fir anchored to- mouin t i n +g ;` - urface : i n accordance ►i :th ufacturer's instructions.: ,ex,tingulsher shall ; '•li i t .. e mr so that . the : " tcp of.; the ext. ingui 'her:: i not rrtbrr than: 5 feet above the .f loor :and the c l earance .. '` between`. the bottom of the ext inguisher� and. the floor shall not be ::1esS than 4' pinche E t.ir�gi i 1�:er�s' spa=l,1 be locateds.o ac -.to be in'glain. view (.i:f - at all ;pcs i`b , or ' if not `in plain view. they `snarl' d.entiHed with ; :sign "stating, "Fire- Extinguisher" w.iti'� .an arrow :poi ting:to the :unit. (NFPA 1 +1, .106.'3) :(OFC :Standard 10 -1):: Clear- t'o trre extjnguishers is re at; : al'l times.: The :mare n? , t ' be hidden "::;Or obstr.uc`ted (N�(=PA. 10. 5) ) They • • • F.1 rel e: <tingiri'.hers r eqi ire :.rirc�nti'� "tv and yearly inspections.: They must have a tag or label ,securely attached that indicates the; rnontih and year that the inspection wa. performed and .Shall i d e n t i f y the company or person performing the service. (NFPA 10, 4 4 -4 and 4 -4.3) ,Every Years, dry chemical and ha l on type fire extinguishers' shall be emptied and subjected to the appl icable recharge procedures. (NFPA 10, 4 -4. 1) If the required monthly and ■.early inspections of the fire 'extinguisher ( ) are not .ac.c.omp l i shed or the inspection tag is :"n complete, a reputable fire extinguisher' service company - will be required to conduct these required surveys. (NFPA 10 , 4-3; Maintain fire extinguisher coverage throughout 23. No point in an unl 7inklered building may be ,,,... than 200 feet from an ek: i t t measured along the path of travel (UBC z • W: O O w= J F. N w O '. w Q . = a F w z �. z o �'. uj U 0 O — '0 H w • u l V, rL O — = , o 1 z 24 : tau point in c spr; ,ni,1 ered building may be more than 450 feet from an exitprieasured along the path of;,,t�ravel, (UBC 1004.2.5.2.2) . � . Exit doors shall :swing in the d i r e c t i o n of e x i t travel when serving any hazardous area or when serving can occupant load of r0 or more. (UBC 1003.3.1.5) Exit doors shall be operable 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 bolt, are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the dour and e' rte.. `engaged e: the tenant space. (UFC 1207:3), hen two or more exits from a story y are required e x i t '. igns shall b instal led at the required: exit. ; and where otherwise %necessa'ry to clearly indicate the direction of egress (UBC 1003.2.8.2) When ` two or more exits from a story are required and when two :or more e} its tt om a:;r'oom or an area are:,requireed, `exit signs. shall be illuminated (UBS:: 1003.2.8.4) Internally illuminated exit signs shall have 'both bulbs working at all time.,:: (UBC 1003.2.8.4) Exits. ;hall be illuminated any time the ._building 'is occupied with light having an intensity of not less. than 1 toot candle at floor level. Fixtures required for exit illumination sha11 be supplied from separate sources' of power for Group I, Division 1 . 1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more, (UBC 1003.2.9, 1003.2.9.2) The power supply for meant, of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's: failure, illumination shall be automatically provided from an emergency system for Croup I, Divisions, 1 . 1 . and 1.2 occupancies and for all other occupancies where the mains of egress, system serves an occupant toad of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. tUOC 1003.9.2) 33 All exit signs shall be illuminated at all times. To ensure cont 1 nued 111 illumination for a duration of llott less • than 1 1/2 hours in case of primary ary power iosw the exit signs shall also be connected to an emergency eieetric.al system provided from storage batteries, unit equipment or an on s. i to generator set, and the system :hall be instal l ecl in . :accordance with the elec:trical code. (UBC 1003.2.8..5) tlaintian sprinkler coverage per N.F.P.A: 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler head:. Sprinkler protection shall be extended to all areas where required, Including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) All new sprinkler systems and all modifications to existing prinkler systems shall have fire department review and approval of drawings prior to instaliatiori or modification. New sprinkler systems arid.; all modificat ions to sprinkler systems involving more than 50 heads shal l have the written approval of the W .;; R:. B , t Factory Mutual, Industrial R i s k Insurers Kemper or other representative ciesigriated ndtor recorgn i'zed by the C i t y of Tukwila, prior to ubmittal to the Tukwila Fire Prevention Bureau. No s p r i n k l e r work; sha l I commence'' without approved drawings. City ; Ordinance #1901 >, 11 sprthkler ; system Plans,_ calculations and the .ontr.ac torn Mater ials and ,Test Certificates submitted to she Tukwila Fire ; Prevention Bureau must be stamped with the ppropriate level of- competency seal, (WAC 212-80) aintaln =a'utoinatic fire detector coverage per 1'4 .F. P.A. ddttlon4relbcation of walls,: Closets or partitions. may i.c,.tire detectors aiti'eain foot coverage of detectors, per • manufacturer's specifications in all areas including: closets, elevator shaft_., top of stairwells, etc (NFPA 5-1.4.2) 40 All new fire alarm systems or modifications to elating systems shal l have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained, (City Ordinance #1900) (UFC 1001,3) 4.1. All electrical wc ' and equipment shall l confc. ,; strictly to the standards of me National Electrical Code. (NFPA 70) 42. An a i s l e to and work i nq space shal 1 be prov i d for each ' . • . . , .,, - 7 - - ---,----- : .'..,•,, • ,, ...electrical -panel . An a i s le width not less .than 24 inches , . • . -... ,,.:. ......,„:,,.• : shal 1 . provide eiccs ' to the panel and 30 inche.s of . work ing space : shall be pr 11 ded directly in front of e panel . :•: (NEC 110-16(0), NC 110-16(c)) . 43...- Each circuit breaker shall be legibly marked to indicate . . • •, . . . '.. pbrpose.., .(NEC 110-22) '..:: fire resistive constructipn,'including occupancy • - separationsarea separation walls', exterior w)1 due to 10.c6t.fon on property, fire resistive requirements based on type,:ol:construction, draft stop partitions and roof. coVerings! shall be maintained as specified in the Building ..:, „ . .: and Fire:.COde shall be properly repaired, restored o replaced when damaged, altered, breathed, penetrated, ,.....— , • removed or improperly instal led. (UFC 1111,1) . The maXimUM f l a m e e spread Clas,.s . of .f inish materials used on •. Interior walls and ceil.ings,",•:..thalli.'notisexceed that set forth .• , • • .:, In Tab le NO.: '8-B of, Bu i 1 d i ng . Code. .(UBC 8.04.1) ",..,: addresS,-,miiSt be..•,.consp I cuous ly pbsted: on the bOli la ing • and hal: 1 ' . . . be p 1 a inl v: v i s i b l e :and 1 eg i tifafroni' the ,-, , . , „ . • •- ' S t reet .., Nuii31.i.'s shall con tras tH:.W it.W their backgrotind . (LIFC: 90,1 . 4.4-) . . In .•.' order ,:to you with the :f aStestHpo 1 ice and f ire': , .„., ,. prOtectiOn;,•2iinder condi t ions p 1 ease post:,.;your.: siiite.,'... ,room or:' number in- a consp i CUO.Us• 'place near ... .. ••.„. ., , • ., ,. . .,:. I . ' entry door.;:' : 9.01..4 -, 4 ) • • . • ' ..• : : .':'!-:,:::', .. . .:,b41,:iarmant loci Shal 1 he provided for access: to';: 0 ftrie alarm panel s',, anti .....priOjei‘ risers. The 40rOpri at.0 key (s) for acce's!:tt....,sh■:111 be , placed - i n the . „ •; .'.... order f orths.:MaSt be : ob t a i ned from the ' ' •- . • TakWiii a /:•F i re :Department'; , :.(4.7.ity : :.-#1900) , :- •:!: ._ ,,,. '; :the Tuk:. 1 a F ire. Prevent i on ',Bureau 2 to 4i;tneSs all • , inspect ions and . test.. ;.- '; (LIFC:;°,10‘. 503) (City ' -•-' . -...:. . „. . OrdtilanCe , 419.00 and #1901") .::: ' : ' , ,•:: ":.•••: , ,.. ...-: : ..-. •,. ''.' This review timi ted to -Spec(Pla t iVe tenant', Space : •only:' -..''''''''''' speoja l'-i.fl re permit be , : may neCeS,Sary depending toil .on detailed led - - • • intended • •:::deSC0 ptIOn of, -u se . • '-'.,'"':' • • . .: H.1 '•-• •:. .-, , • ... ,•. ..,. .1 • condition and/or violation o 1 a t i on of the ... , •• • • : .. ' :•• Fj:ire ':'-or l, Liu 11 d big • Codes idoes not i mp 1 app rp va 1 of ; , .. . ........ , '.:.!st.Oh '(0, or v i o l a t i o n . ::-..:-.,,•,.., . •.: -., •::.::,•:,,,, IttiO..:PtanS: were reviewed by C53,..:;.. If . any _ . . questions. .'please 'call the Tukwila F ire " Prevention Bureau ,-- •:'art ::(206)575-4/407:: '',:. . ' ' •...•.,: .:,.,, . ,,,.,,,,, . , : • . ::',:,,,! ,, . ",.• ..:• " , • , • . . , - ., .., . ,. 11,e)reby,.. c I have read these :. cord i tions :, and w i l l .,', Coi»ply ithithem,:.asi outlined. :: provisiciffS! of law andordinance:...7.'' is work will :- be.; . Whether, specit ed herein or not.' , ... • ," ..• • • . ' • , , • e. granting of this permit does not presuMe to give author . i ty to lolate or cancel the provision. of any other work' :Or local laws ' •••••• • egu1ating construction or the per"tornmance" of WOO: :. crate : 0Z Project Name /Tenant: us/ k ite EMtk c ? S (J cii jr t]oir»L IJATA Cetor f Value of Construction: I, ZGO coo. 06 S ite Address (include suite number) City State /Zip: I 1.77r> rtArek -Kg Wit. - rt LA t,..18 qRi GO T. x Parcel Number: 1-7t Gst4 -15675 roperty Owner: t p ertpioYFe:S Cizczoorr UtJ►a.-> Building Square Feet: HI 45 existing No. of Stories: (0 Area of construction (sq ft): Phone: C %) 431- 5123 Street Address: 1 2 7715 6t4 64AQ A2106 roxiALA u vs City Slate /Zip: 1 Fax II: (2o0 43q- 5i5 , Contractor: 1btz,leL 1 -Doo Phone: 7 .0(0) 5b6 6(1.150 Street Address: X 4-77-I A06 scotk1 4\ Wil City State /Zip: 1613f Fax ll: (2o6) Wq - 7 i / Architect: C.ALL1 So)0 ka Hf recrope Phone: <2n(0) (�-3- `cits`f a Street Address: City State /Zip: 14.7A S TH At)E Goo-C 'Meg 5pArn - ok 9'6 f Q/ Fax It: t!2oW tp2.3- 4(n 26 i t Engineer: 5 f GLErzpim, L Phone: ( 715) co (Q 7 - 6555 Street Address: City State /Zip: - 7) t7 0IJ Y sorE (Ih We 1- 1 ggjo1 Fax It: ( ?) X1'7 (3-14- Contact Person: t I4 paboN I cot es J142cJ- trir_orD / Phone: C2o(l) 607-3- 4(04 Street Address: City State /Zip: /4i-tn ti Alc. , SiAM 2400. , ,TriF ,(44 viol Fax lI: (2 0'23. 4626 Description of work to be done (please be specific): Tenant Improvement includes: First floor: generator room, Center, operations room and support areas. Work includes mechanical and electrical systems. New dry coolers placed Existing use: ❑ Retail ❑ Restaurant ❑ Church El Manufacturing ❑ School /College /University UPS /Battery room and computer training room. Fifth floor: Data selective demolition, new office partitions, raised access flooring, on the roof within the existing mechanical equipment screen wall. El Multi - family El Warehouse El Hospital ❑ Motel /Hotel 0 Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel A Office ❑ School /College /University ❑ Other Building Square Feet: HI 45 existing No. of Stories: (0 Area of construction (sq ft): Will there be a change of use? ❑ yes no no If yes, extent of change: (Attach additional sheet if necessary) GOMPOTZ RACKS Will there be rack storage? 0 yes ❑ no Existing fire protection features: J21 sprinklers Cgt automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? 0 yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK iILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Nundter: Permit Number: 0o i ct APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 1811 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 application accepted: 7 ▪ ` 0 Date ap1li anon lires: 0 Applic ion aty Vi i als) PLEASE SIGN BACK OF APPLICATION FORM 11/30/00 cipermii.doe BUILDING OWNS! OR A I1ORIZED AGENT: Signature: Date: dJ r Print name: . 1 , (i ,t.,,5o� Ph me: ( 3 -4( Fax II: (2/,‘ Address City /State /Zip APPLICAt10 MUST lit SUBMITTED WItH THt tOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIViL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUOMItirD ❑ Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 1-1 -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ® © Site Plan (including existing fire hydrant location(s) ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ® Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. tr/30/00 i I/PL Y1111 i(O 1. North arrow and scale 2. Properly lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (FMC I8.45.W1K of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees lo be saved by size and species (exterior changes or change of use only) - 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form I-1 -9). 1251 Indicate proposed construction of tenant space or addition and walls being demolished ® Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 'Tb de, 5(?(3M( TOO fin r f/26 sp1 N(40L GON riocroR. W ashington state Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H -5) ❑ Copy of Washington State Department of Labor and industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form 11-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application arid 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 PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ** k ** k * * ** k * * * * * * ** * * *•k * * * ** * ** h * * * * ** k:k *** •k• *•k ** kk * * * ** k * * * * * ** OF TUKWILA, WA TRANSMIT * * * * * * * * * **1tk * * ** *k** * *•, **** k****• kik **k *•k*** * *k * * **** * * * * * ** *** ANSMIT Number 801.00838 Amount: 4,120.19 07/02/01 11 :48 P ayment Method CHECK '' Notation: BOEING .EMPLOYEE. Init BLH Permit . No D01 -199 Type DEVPERM DEVELOPMENT PERMIT Parcel No :: 271600 -007.5 l S te:.Address: 12770 GATEWAY DR Total Fees: 10,#63 44 his Payment 4',120.19 Total ALL Pmts: 4,120.19'. Balance: 6,343.25 ccount Code Description: , Amount 09 83p PLAN CHECK - NONRES 4,120.19 :.4•. Jar; err. +,Vf,. � ,..i ri . *<.c-t:•., ^.': zw��tn =.r. .. ^rt: .�.. . A.._,..... %f;ilJfiiK;n •: i nWs` u '` it ;�si�ir.l1't!:i'1..�til,4iDii; *W*h .h.ii** ** % * h k *A*AA** *h c. k**** ** *ftc*hA *k* * **A * *A **:•k *Att* 1 UKWI.L WA TRANSMIT' * ** * ** *.� 44 1 c * * * **A•Yt *: *h*.* * *k *A l ** **4iA *A k* *** * *** * *** :t TQANSMI ;Number:. R:0J.01004 : 6 3.4.3.25 08/06/01 J.0:42 avmeiit Mei.hod: pfsEcg.. Notation. BECU Gnita: SKS Dtl1 -19 9 DEVPEI;r1 DEVCLOPMEN1 PERMIT e. Addresy. 12?70 GATt:WAY t?R. Total' ' Fee:a e. 10063.44 463.44 P vmerli. 6 343 ..25 Total: ALL :Potts: 10 x 46 3.44 Balance: #,0(J.; * *A*. *.****drt ' * * * *A * * * *4.A * * * *4 * *.k *** * * * *At1 *A* 4 *** *dA *A* * c6oi01, :. Code Description Amount 000/322YJ.00 . BUILDING Nt1NRES 6. 33e.75 0 00/3;136:.944 .. STATE BUILDING SURCHARGE 4.50 . 7745 08107 9716 TOTAL. .6343425 COMMENTS: Type of Inspection: - Pr P I t UP '-F vvrl l 1-e44-P r Date called: n,- \V O=, t/7j Y� 4 <,'+_ TrAr 4�1' 1 r> W t hr Special instructions: I Date wanted: y L1-0,-) �a.m^T I Requester: � t krAt- Con( ff ! S r 1 e-1 "' i 1 to ( trf' �\vY,41 r �� i W1 % A- l imm tp 0 V__. 4T) Vihfh _ Project: Type of Inspection: 0 - 1-7 0 Gr4pt,ty r Date called: n,- \V O=, y Special instructions: I Date wanted: y L1-0,-) �a.m^T I Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Foi-199 PERMIT NO. • (206)431 -3670 Corrections required prior to approval. Inspector: Date: 1 0 2_ 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: olect: ' � Uri 10-7 -el YI t. C rr Type of�p�ctior� d Dat Ie br t n a i 0 / Special instructions: Dat d: a.m. Re ue ter: arry P ' o -123 . : ool 9 INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: e 1 / l�� Inspector: / Date // 7 � 9/ � V Approved per applicable codes. im,rAk1 Ji ..w .rc:7Y.l r.ii`. �� •M Qp4.l7 n Jf:J•1rT�w• PERMIT NO. (206)431 -3670 Corrections required prior to approval. ri $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: oject: ' Crectrk Pmen . w Ty Inspectir: 1--- I ritt_ I. Address: 770 E 7 n 1 I it: DI • Date callqtl: 1 , I 0 /30 I ?I , ,,,t1 pecial instructions: Date an • . .....-,0 ....1 i 1 1 . • 1 A tarap Res uest- r: Phone: 3- 306 i COMMENTS: INSPECTION NO. CITY OF TOKWILA BUILDING DIVISION 6300 SouthcenterBlvd, #100, Tukwila, WA 98188 • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approv61. El $47.0 R NSPECTION FEE QUIRED. Prior to inspection, fee must be paid WCO'00 Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ePrrtiect: t Cods+ Uoto4 Y pe of Inspection: T ,A5 , ,..i. ,, Date ,s Dr, ca e / Special instructions: /-7 (7; Date ( 0 wa Zi 1 , 0 '/ a.m. Requra - i i •-• I- I P3 -- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WK9818 proved per applicable codes. INSPECTION RECORD Retain a copy with permit. • PERMIT. NO. (206)431-3670 Corrections required prior to approval COMMETS: S. CI= 7 t CD■Srt:741 i • . (. L. 4 A .1 4 - It tin / K j -4e Insp cto Mitot9-, El $47 00 REINSPECTIO at 300 Southcenter BI FEE REQUIRED. Pri r to inspection, fee must be paid. ., Suite 100. Call to schedule reinspection. Date: ln 2 7_ 01 Receipt No: [ Date: i t • .■ • Z < Z: re w 2 6 D O • 0 co Lu, W I u i 0: CO LU Z I- O. Z ut o V) 0 — C) 111 I 0: u. — OS w : 0 0 • • s__ Prgjgct c Type I spection: 1 _ f Address: ' "' -1 C cc ew ckLi 1 � Date called: . 2 S id/ S 12 Special instructions: P Date wante a � _ .m. 4 e 0/ p.m. Request r: .ce A.A...7 / Phone: (20C.e Li- a — 3001 i.dii'f:lu ho «`vfb, 'k.!Yt 'w ".;tia'i Yyi''Sw..: =�sful lEic m�7 Safi :k;�i•.`,'i,`� -?t.s t,c,.L�a+:N;»,1„ ., '«,•. � i ( a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,: #100, °Tukwila, WA 9818 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: ..._.L.L/'/ f aim /(h c' 4-f pg iv ctor: 47.00 REINSPECTION FEE REQUIRE at 6300 Southcenter BI ., Suite 100 Receipt No: Dat - 26-- [ . Prior to inspection, fee must be paid Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy withpermit +h'nn ty7,.n ti i:4�Ci:'a PERMIT NO. (206)431 -3670 z _i W .. J U: 0O y 0 CO = , . 1 N LL W O u_ N 3 C1 W Z Z o W U O N O H, WLL ' , H U : U. O Z co O Z ' COMMENTS: FR ;: Typ of Inspection: cg.#95i (4 — )4 / // ' - ,c, h '7>2 / /71 -- . & O a / - . d , 0 / 4 . P r n / , 0 — A/ ' E t £ ' fi —p, 1 Date w nted: ( a.m. q 2 / 0 1 p.m/ Requester: L G " I~ t-'` Phone: Lig ) —27 /1! ,', `/' S r h r/ OA. -- /appPcft/�l) /) r7-rr1 2 - ` ?Pw 4 1 oject: Typ of Inspection: Address;' ID -7 710 67a-f' 21 Date I V2.O 1 Special instructions: / Date w nted: ( a.m. q 2 / 0 1 p.m/ Requester: L G " I~ t-'` Phone: Lig $47.00 REINSP CT ON FEE REQUIRED. at 6300 Southcent r Blvd., Suite 100. `',PEIFMIT Date: rior to inspection, fee must be paid I to schedule reins.ection. Receipt No: • 1nen?7,∎ -r ls-r! -. "r tit T� Yn"iv'+7c^r. .- �q,.p. •�- ...,�t�r- v- n•....s. i t �. :ION RECORD Ref aru a7 cppy with permit CITY OF T.UKWILA BUILDING' DIVISION 6300 Soutticenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. Date: !tr a8a;aia ntlii.ifaar.`a'z aret Rt3+ i' sis �vs��sir ••. } r.st:iML2+:aL�ut:E�:a.:- ' I- Z cc � J U O : W W• x W �� g _: i-_ Z F.. Zi- j D 0 U • •O -; W U.. 17 . W Z U C. I— , COMMENTS: -'-" . 75-f2 /0 /2 ("dig / ( 60,412 n40 •( 1 -.=E ) _giqr P8 Owl - /61-.PP -> /n'I'nlll.S it) R-F4 c) IQ464/0 P Rd' / o/5 -..b 9 e--. (/ S/`'1`°C (.1 S ;,= L ov is Special instructions: A r /V/ A/ c ' OQ -- /I P (Vd /M;1) ,�/ j / 2 S f F"l4 4.. ) 3 S de 4 6l: Qd 69-> - /1 PRPalie. 0 F 0 ) Phone: 4P-0(e -- 493 3O10 1 - P(oject: ' 1-5(,�c-ii Crd F UA I D n T e of Inspection: - 1 --- . l ‘) 0 i t be a r4 Address: J W-- (27e 4e CJa b Date_ c led: `/ -/ / 0 Special instructions: Date w nted: 1 q f7 0 t r a m P. . Re ue ter: 4 r r-kt Phone: 4P-0(e -- 493 3O10 1 Ins ctor: ti REINSPECTION FEE RE IRED. Prior to in ection, fee must be paid •300 Southcenter Blvd., Suite 100. Call to sched(ile reinspection. Date: /7 0/ .4•., z,... ,.:,r:: +i -1si5' is tta%'rS ialiLlR7:+:� ouw,v.•a5.w.w•.or.+,.r,... nx�w.�w•- ^s.c:•.r..;y.r,:.V43' ;wyri »P.2 "s4'r'r d,�•. G:l,�t.!;A :S 5i'.': ±!'ey`�is:i,�'itC. J' :i �. .'. '. f� 5�. � ..:iii ( +l•S•:�rl.Yl.Yi: . Si:J`.C'�4r'J�tii(+kiJ INSPECTION NO. Receipt No: • m Approved per applicable codes. t ( I • • •, i • • r • • •'• a •'t r r INSPECTION RECORD Retain a copy with permit :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, WA 98188 Corrections required prior to approval. Date: ::r" `' Infl2y' ' i .� � �a:;��JLv:.tau,�.e :•ate.:.:.. �::i�:�4:.a.J!�is�.:t :.�...- Proj7t: E c D ri S -117 / , %/>/ s /-- s . f ^ Type pf Inspection: A () ttlIFO pp __ d ✓ ltd vg �J f a te c ) Special instructions: / Date wante 7� nn a.m. p.m. �L/IV� Requester P t;) f .3 -- 3OC/ COMMENTS: ri S -117 / , %/>/ s /-- s . f ^ (3/ //, OM / //✓ v / , d ✓ ltd vg �J f , (0 /< . 77) 4RA'4-7,7 J/1/ • .44. 6.4./09„. /-71- 700,2 �,cit/ER/77 »e . k 0 06?-,-7 a/tiL 9 / /'l/ ?i S P V Vfi' r"h` OM ! / , C'ee./1/./) 0 /.- 7 is V''"'0i' crF2 /1 1// 't/4 c oiiA / /G G.0 4.//;• 9`r de Rocv - r'! i s F `li ector: D, /p 0/ INSPECTION RECORD Retain a. copy with permit INSPECTION NO ITY.OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. rrections required prior to approval. $ REINSPECTI N FEE REQUIRED. ,P ' rior to inspection, fee must be paid :�:; 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i; 3,34p+L1124...r M1Adv d1a R'7.'! Yi• r a , 4 t its di :4:iY � yi.S,�T✓J � : Y�H '�,J:y'kl���'1�hlis�ykf++.Sj� �'k:'Y.�"�^.�'n 'ii e4 tM1 {Ini� s+� N�li:.{{jC: ✓; 1:iyr�li'«(.: Z ' P4 2 6 J U 0 W= 1 — : w O u. Q .. = • a III Z' Z 0 11.1 uj O • N CI W • W u' O Z ' U N z P ject T ype Inspection: Address: I ' ` A c / /��/� (( A e6u& A r Date calle ' .. el 5/0/ ,R770 Special instructions: _ n /7 3 // - P h Date wanb 411/0/ p .m. Req ster: 1111 (7 /nA ) -SOO i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 tiZA pproved per applicable codes. INSPECTION RECORD Retain a copy with permit $4 0,REINSPECTIO at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No:. PERMIT NO. (206)431 -3670 a 'orrecti n required prior to approval. G /? /7- , � / >/a9471Z, 14 /9 COMMENTS: L Dat E REQUIR'D. Prior to inspection, fee must be paid Date: ,l�.tl ' 1. ri. �Wt<. W. �il�d fiS X: �=;: siiMt.::•. isiKDu'. �. ��.:: Lv+ 1: A:. ak. �! �, t1i7 (+ Z HZ W re 6 UO to II W = J i- N W O J < g Z �, Z Off O - CI t- W W . I- U . U -= Z w U - O H'. Z Proje 'a '; Y 7' } 4° Tye of p � Inspection: � (/�q Addr ss ' ` Date called Special instructions: p� , f Date wanted. ( .m�. Requester/ Pho, amt . ?04/ Approved per applicable codes. INSPECTICI ,RECORD Retain a ca p�%:w�fl%.permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 SOUthcenter,Bivtl ` #100, Tukwila, WA 98188 t► PERMIT NO. (206)431 -3670 Corrections required prior to approval. /Z $(J47 L 7z\ e, attif&' ' /./ 4 04. 4 .01 REINSPECTION E REQ RED. Prior inspection, fee must be paid i 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: oject: i/J& f cc ( l th rop. Type of Inspection: TAT 1 L RO, l) Address: /. — 7 f� 4e ' D to lled: D 7° f . instructions: w t w nted: ? 4 / 0 / a.m. p.m. Rgquester: L.rrril Phone: 'nYo 1 -/2-- - 3 °0J r+« INSPECTION NO. .. INSPECTION RECORD Retain a copy permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100 Tukwila, WA 98188 ,q J PERMIT NO. (206)431 -3670 CO it ,„4./// Approved per applicable codes. ❑ Corrections required prior to approval. Date: " ��� ' / $47.00 REINSPECTION I t REQUIRtD. Prior to inspection,'fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: & " 't.Vt:.SiJ1 Yar %' euT� 1�C�'.�Y`1rR^wY'i w :�f+. 'ti "t'n�`i x�rlF��; •• F'.i. w� ':..::irfri....:.....Y,.. ".w�. pis... u{. �. 3th: r�ais: i�r;.- � i:•+:.1 °iti fC`�riy'.Pt,'tf PY�+%:fK1,.,f.J.; J (' rf.'drNS Project: I , Type of Inspection: 111, Ad 4e Date called: I Special instructions: Date wanted: Requester: 11 __ 1•--G e y Phone: jj INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila 'WA 98188 pproved per applicable codes. Corrections required prior to approval. OMMENTS: r AI I . c X . t t I S i s.- .. QQ r�7 r r ra C t Cie N.�'t` , Y' t o f` Inspector: r 4 Date: � ` $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: :`:�Y.9i:= i,i.:;ii �fi',*."'�n,'sw a- a, N; s`: �ti�'; 1�4) i»+ a9} ,'t5�t.'aC�a "G�z�r.'.`tt�t�%a +5 '�E:�S.'.��<:'. j.r .. ro.i:�r .�. �..�...i:Sr,i �. n:1 •'. ",... , nedd" oject: /RWP0 1/Yl Addre ss: f - 77 d flip..- Date called: g (Zi /p f s Special i� tructi ns: OA - gA 1 � `' w ICJ D ate wanted: / � , l m.: Requeste / Phone: -a r a ; 2 :goo/ 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 -Ali per applicable codes. Corrections required prior to approval. COMMENTS: Ut YQ met ci I r c ucif e tA ,c poi hq . O k--01.1-‘cu1G`k Inspector( Date: s 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: ._. .•.thtwt.i:: :M��1:.Y /1�s.:.34e�,fi+ t c� t•K?�pFF. 'e -�'Z ri �s� " > ^�c.. �.�� w . .tjy: . � �. S: kk-+ an,..•, v' �...: I :4:kti:'.d��?^- .iV,:..�"..a"Sori f.:Gt nxki4.`S.^ .Ity�`��1;,,...d�t:n �.i:N :;aJr•s::3�> '+a:.'14;;.,:.'�.t�'�2:.hi 1 Project: , . • • irlq (}0 1 &II (Nil Type traley t ress b r . • A i i 7 c704,Lt Dgkefall ed) lie . 1 Di • .. Special instructions: .J iSf For. C t-f/ t;r 0,:nci. M wi ll nul l_ ... , ' Datezant d: 1 i a.m. .11Z.2...„ ei_a es R er: Phpe. • OZe -41 10.3061 • INSPECTION NO. L .40,-t4k . i;tvoAas INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. j (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 06 7e-e/-7 1)%,ffe e• ( y-7 ).•-o" 7 Date: $47.00 REINSPECTION it REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: / COMM�14TS,/ ..JJ f 1 s pewit gy -- C...oeC -.4 k ress: r a o GotstikAAty , (� 11 , �t Y� c_ e r) e.-T A l t T ., l A n € � L r@ n P �Mo O W- KNOT .A>ci, . i Cac `RJ C� G•(4. �� M4 C ■ i� -d6 /`' t' 1 �...�i\IQ f , v\J 1 1 '`/ / r . v 'J. i 3 P i 4 , t. 40, f 1 s pewit gy -- C...oeC -.4 k ress: r a o GotstikAAty , Date ailed: 4, - r8 y t e Lei Special instructions: 6 . ct . Date wanted: R ster: .hoe ""' S) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 p pr9ved per applicable codes. LI Corrections required prior to approval. nspect 7.00 REINSPECTION FE REQUIRED. P /or to inspection, fee must be paid • 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. eceipt No: Dan /7 b/ Date: *�i' NoSrN + `i2st�:w i 2iti d � tiAko atio l d.A. k1, sif•RE,i +'rv' *,:� t�gd'le<:if .SCt/ �3��: -�� x3�rSrr:;.`.is,�'+,�t „;: Z F Z ` w J o U O u) w J LL 'Li 0 �-- co J z a . _ . z ,- Z ° U to 0 I- 11.1 ul II Z w U • — O Z... Project: ?)i✓ t t i - Y C r r e, !.° W U n I C v- Type of Inspection: Re 1-)u ( Address: .) 1- c C L Dr Date ailed: 3 Special instructions: �- raf ` e cior P ,,. J i.. v -('LL e e. 0 p M D ate anted: I S / 1 0 /o i tti p m. Requester: L (t r r L! 7:1-14rvvxcaN Phone: 1 . Cam' - 1 - jt(31 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 C ro 10 PERMIT NO: (206)431 -3670 COMMENTS: yri A '�► �. �9C� i S '1" J r i ( 6, 1 / (AD ,pf)rv,ic . 0 e (( --c .)N -. j 7) approved per applicable codes. U Corrections required prior to approval. $47.00 REINSPECTION F REQUIRED. trior to inspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Receipt No: Date: i:'au. "671. z : Wi U t to W O co _ � Z a . W z zO LU 0 p: O� CIF_ W W - U. . z U = z 1 'vYin - •i: :Sprinklers: Fire Alarm: Hood & Duct: . Halon: Moni Pre -Fire Permits: L /AA. ,A1 4 3, ..�•"'•'. Authorized Silgnature NALAPP City of Tukwila Fire Department o j e d t r�Tame ° to -. ..-�- dress 171- 70-, ', e.tain..curreAt- ..•iis ection. schedule .:. Needs shift inspection :✓1 c'�''''u� :f� � ? �' ir,stv.J r,v7 , - G'.;'•iafhary ;l.y } t y t • 4 i' TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM j<1_ •Approved without correction notice Approved with correction notice issued . ct r:;til n1 71Cr� t41 r ' AD Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No . t 1 " ) ° 1 9 Suite # nII /,J1 n7 5 - !4 //Q ./ ,Date Rev. 2/19/98 T.F.D. Form F.P. 85 , Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Boeing Employees' Credit Union Data Center Expansion Structural Calculations I EXPIRES 10/30/0 .— June 29, 2001 ANDERSEN BJORNSTAD KANE JAC .C BS, INC) LI 1 i� C�� C.iii.4�Y�1�,A J111 0 2 2001 PF:F,;.t. j A IS B Di U U0 W I; ° ` u. mom .. I-- ILI . Z 0 Z �:. W W `W W' _ Ll! N r t 0 . Z T2 I L _t f3t5CL:f rA 67/4 P+TO PL. 14 I 1 PERIMETER GRADE TYP T2 30 o Z 2, =cn ottsw BEAM • • 1,?y ! 44 "e" . • • .• . . T2 T (-) 0 N -J • 1■.'" 'IPIA;44,4*.`fat-e, ;46...s.gkisattat4:./ , 1,74 4,04 0: z 1 Z re W 2 00 1( (3 (ow al , 1- u. uj 0 LL g cn ▪ LLI Z I- 0 Z 2 D • C) O to O — CI I- w 0 • Z o. ; I. 0 1- Z c7- ANDERSEN BJORNSTAD KANE J/ BS • INC. 'Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKj @abkj.com PROJECT: 13>(✓ Lt SUBJECT: �+ 6R4 A)l.'/ q e tAfT2 V2 S - 1— l ID f 'Dv ° zP 35 � 2 s t 1 o1( . 1) ° ° ) ( 1 0 ) 1 4 = 3s w3 X0 3 X I s T I &U if P k s1.-tb= lJ0 = (2.S -t- l b -1-40 L = (12.5 -f-6D)6.7) = zs p 1 . 37 5 s 11 4 - 14 { 4(7) w�a = 217 Ps f JOB # BY: a T Tiai EA , DATE SHEET # 30 • 2s +- ( 157 — )(r) �- , �- /0 Z� z 1 (9 .,� fi. c A ©i B Section 1 - G E N E R A L I N P U T D A T A PROJECT NAME: BECU 06 -28 -2001 BEAM ID: First Floor NS direction DATA FILE: C: \Ptwin \PTRUNS \BECUNS.PTD BASIC GEOMETRY: Number of Spans Left Cantilever Right Cantilever Number of Left End Spans Number of Right End Spans UNSTRESSED REINFORCING STEEL DATA: Rebar Cover at TOP Rebar Cover at BOTTOM Rebar Yield Stress Maximum Longitudinal Bar Size ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * + +PTDataPlus ++ * V1.22 -0135 * Structural Data Incorporated * 17292 Goldenwest Street * Huntington Beach, CA 92647 714/841 -9938 * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Licensed to: ABKJ, INC. 800 Fifth Avenue, Suite 3800 Seattle, Washington 98104 -3122 206/340 -2255 POST - TENSIONED TENDON DATA (UNBONDED, LOW RELAXATION): Minimum Tendon Cover at TOP Minimum Tendon Cover at BOTTOM of Interior Spans Minimum Tendon Cover at BOTTOM of End Spans Tendon Bundle Diameter Cross - Sectional Area of ONE Strand CONCRETE CRITERIA (* = Calculated Value): Maximum Flexural Stress at TOP - 6.00 {SQR(f'c)} Maximum Flexural Stress at BOTTOM - 6.00 {SQR(f'c)} Beam Concrete Strength Beam Concrete Weight Beam Modulus of Elasticity* Column Concrete Strength Column Concrete Weight Column Modulus of Elasticity* Sheet No. 3 NO NO 1 1 0.75 in 0.75 in 1.50 in 0.50 in 0.153 in2 1.00 in 1.00 in 60.00 ksi • #4 424 psi 424 psi 5000 psi 150 pcf 4287 ksi 5000 psi 150 pcf 4287 ksi ADDITIONAL CRITERIA: Skipped Live Load Minimum Average Compressive Stress DL +LL /4 - UBC 2618(j) Analysis Based Upon Equivalent Frame Method Perpendicular F/A (for Punching Shear) Top Columns Assumed NOT Present When Tendons are Stressed Analysis Based Upon Constant Prestress Force ACI 318 -89 Section 18.8.3 not included in analysis Load Factors KDL /KLL /KW1 /KW2 1.40/1.70/1.70/1.30 Load Factors KDW /KCOMB /KDL1 /KLL1 0.90/0.75/1.40/1.70 NO 125 psi NO 125 psi ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor NS direction 206/340 -2255 Page 2 *********** * * * * * * * * * * * * * * * * *PTData + {V1.22- 0135 } * * * * * * * * * * * * * * * * * * * * * * * * * * ** Section 2 - COLUMN INPUT DATA Z _F- HZ . � g : JO U O NCI , 1 0.00 0.00 0.00 0 20.00 20.00 20.00 1 wLu 2 0.00 0.00 0.00 0 20.00 20.00 20.00 1 , � Z F- 3 0.00 0.00 0.00 0 20.00 20.00 20.00 1 Nu. 4 0.00 0.00 0.00 0 20.00 20.00 20.00 1 W O g J u. < �_ Z 1... Z O W W U P O N, OF- W w 1- U r . -O < BOTTOM COLUMN > < TOP COLUMN > Lc c2 cl Lc c2 ci JOINT (ft) (in) (in) FIX* (ft) (in) (in) FIX* Far -end column fixity 1 = Fixed, 0 = Pinned Section 3 - S L A B I N P U T D A T A SPAN 1 L = 30.00 ft * * ** *Cross Section Geometry * * * ** From X= 0.00ft to 30.00ft Type 6 H TRIB Yref (in) (ft) (in) 10.00 18.50 0.00 * * ** *Unfactored Superimposed Loads * * * ** TYPE LL ' A(ft) B(ft) Uniform(ksf) 0.010 0.100 0.00 30.00 * * ** *Tendon Profile * * * ** Type 3 - Compound Parabola cL(in) cR(in) A(ft) B(ft) 0.00 0.00 3.00 3.00 SPAN 2 L = 30.00 ft * * ** *Cross Section Geometry * * * ** From X= O.00ft to 30.00ft Type 6 H TRIB Yref (in) (ft) (in) 10.00 18.50 0.00 * * ** *Unfactored Superimposed Loads * * * ** TYPE I L A(ft) B(ft) Uniform(ksf) 0.010 0.040 0.00 7.00 Uniform(ksf) 0.113 0.025 7.00 21.00 Uniform(ksf) 0.043 0.025 21.00 30.00 C(ft) P2 /P1 15.00 0.00 t ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor NS direction 206/340 -2255 Page 3 *********** * * * * * * * * * * * * * * * * *PTData +(V1.22- 0135 } * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** *Tendon Profile * * * ** Type 3 - Compound Parabola cL(in) cR(in) A(ft) B(ft) 0.00 0.00 3.00 3.00 SPAN 3 From X= H (in) 10.00 L = 30.00 ft * * ** *Cross Section Type 3 - cL (in) 0.00 0.00ft to TRIB (ft) 18.50 * * ** *Unfactored Superimposed Loads * * * ** TYPE liL LL A A(ft) B(ft) Uniform(ksf) 10.010 0.100 0.00 30.00 Section 4- F O R C E S ' x t ST ' kopt Le: S No. Strands 26.0 26.0 26.0 Span Fe(Kips) 1 688.19 2 688.19 3 688.19 30.00ft Yref (in) 0.00 Geometry * * * ** Type 6 * * ** *Tendon Profile * * * ** Compound Parabola cR(in) A(ft) B(ft) 0.00 3.00 3.00 A N D T E N D O N P R O F I L E S CGS Dimensions (inches from datum) HiPointL LoPointl LoPoint2 HiPointR 1.25 8.75 0.00 1.25 1.25 8.75 0.00 1.25 1.25 8.75 0.00 1.25 Section 5 - E Q U I V A L E N T T E N D O N L O A D S SPAN 1 TYPE Line(kips /ft) Line (kips /ft) Line (kips /ft) Line (kips /ft) LJointMom(ft -kips) SPAN 2 TYPE Line (kips /ft) Line(kips /ft) Line (kips /ft) Line (kips /ft) SPAN 3 LOAD 19.116 -4.779 - 4.779 19.116 215.059 LOAD 19.116 - 4.779 - 4.779 19.116 A(ft) 0.00 3.00 15.00 27.00 A(ft) 0.00 3.00 15.00 27.00 C(ft) 15.00 C(ft) 15.00 B(ft) 3.00 15.00 27.00 30.00 B(ft) 3.00 15.00 27.00 30.00 P2/P1 0.00 P2 /P1 0.00 F/A (ksi) Min Max 0.310 0.310 0.310 0.310 0.310 0.310 .i8is ..o ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor NS direction 206/340 -2255 Page 4 *********** * * * * * * * * * * * * * * * * *PTData +{V1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** TYPE LOAD A(ft) B(ft) Line(kips /ft) 19.116 0.00 3.00 Line(kips /ft) -4.779 3.00 15.00 Line(kips /ft) -4.779 15.00 27.00 Line(kips /ft) 19.116 27.00 30.00 RJointMom(ft -kips) - 215.059 Section 6 - U N F A C T O R E D C O N C R E T E L O A D S SPAN 1 LOAD (kips /ft) 2.313 SPAN 2 LOAD(kips /ft) 2.313 SPAN 3 LOAD (kips /ft) 2.313 L = 30.00 ft A(ft) B(ft) 0.00 30.00 L = 30.00 ft A(ft) B(ft) 0.00 30.00 L = 30.00 ft A(ft) B(ft) 0.00 30.00 Section 7 - S L A B AND C O L U M N MOMENTS (f t -kips ) UNFACTORED SLAB DEAD AND BALANCED MOMENTS Dead Load Balanced Load SPAN L M (x - ft) R L M (x - ft) R 1 0.00 155.40( 12.00) - 285.82 215.06 - 189.25( 15.00) 266.67 2 - 285.82 159.66( 15.00) - 286.40 266.67 - 163.45( 15.00) 266.67 3 - 286.40 155.17( 18.00) 0.00 266.67 - 189.25( 15.00) 215.06 UNFACTORED SLAB LIVE LOAD MOMENTS Most Positive Most Negative SPAN L M (x - ft) R L M (x - ft) R 1 0.00 157.22( 12.00) - 106.45 0.00 157.22( 12.00) - 106.45 2 - 106.45 - 50.35( 15.00) - 105.12 - 106.45 - 50.35( 15.00) - 105.12 3 - 105 .12 157.75( 18.00) 0.00 - 105.12 157.75( 18.00) 0.00 SLAB SECONDARY (Unfactored) COLUMN (Factored) SPAN L R JOINT TOP BOT 1 0.00 51.61 1 0.00 0.00 2 51.61 51.61 2 0.00 0.00 3 51.61 0.00 3 0.00 0.00 4 0.00 0.00 Section - C O N C R E T E E F L E X U R A L S T R E S S E S (ksi) ce U: U O • W I . WO u. a I- _ f- H- O ': Z uj O C S ; 0 H W W , • V O .. Z. W co H O H Z SPAN 1 T cr B (2 .3,31 2 T B 3 T ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor NS direction 206/340 -2255 Page 5 *********** * * * * * * * * * * * * * * * * *PTData + {V1.22- 0135 } * * * * * * * * * * * * * * * * * * * * * * * * * * ** Service Loads SPAN Tension (x) Compression (x) 1 T 0.097( 30.00) - 1.189( 3.00) B 0.569( 3.00) - 0.717( 30.00) 2 T 0.097( 0.00) - 0.175( 27.00) B - 0.445( 27.00) - 0.717( 0.00) 3 T 0.095( 0.00) - 1.189( 27.00) B 0.569( 27.00) - 0.715( 0.00) Section 9- D E F L E C T I O N S (U N F A C T O R E D Dead + Balanced Loads SPAN DeltaDL (x) L /Delta (in) (ft) 1 0.0487( 6.00) 7398 2 0.0133( 24.00) 27160 3 0.0483( 24.00) 7453 Section 10 - R E B A R Factored Loads MR= 0.0) SPAN As (x) A's (x) 1 T 1.510( 30.00) 0.000( 0.00) B 2.627( 6.00) 0.000( 0.00) 2 T 1.510( 0.00) 0.000( 0.00) B 0.000( 0.00) 0.000( 0.00) 3 T 1.470( 0.00) 0.000( 0.00) B 2.636( 24.00) 0.000( 0.00) Factored Loads ( %R= 6.7) As (x) A's (x) 0.510( 30.00) 0.000( 0.00) 2.829( 6.00) 0.000( 0.00) 0.510( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.480( 0.00) 0.000( 0.00) 2.837( 24.00) 0.000( 0.00) Section it - R E B A R F O R A C I SPAN 1 One -Way (ACI 18.9.2) As (x - ft) T 4.440( 0.00) B 4.440( 0.42) Transfer of Prestress Tension (x) Compression (x) - 0.151( 18.00) - 1.209( 0.42) 0.485( 0.42) -0.572( 18.00) 0.088( 15.00) -0.736( 0.42) 0.012( 0.42) -0.811( 15.00) - 0.151( 12.00) - 1.209( 29.58) 0.485( 29.58) - 0.572( 12.00) Live Loads DeltaLL (x) L /Delta (in) (ft) 0.2979( 15.00) 1209 - 0.1443( 15.00) 2494 0.2995( 15.00) 1202 R E Q U I R E M E N T S (in2) DL +LL /4 As (x) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) Two -Way (ACI 18.9.3) As (x - ft) 2.700( 0.00) 6.815( 3.00) L O A D S ) ( %R= 0) A's (x) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) DL +LL /4 ( %R =10) As (x) A's (x) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) C O D E M I N I M U M S (in2) ...,....,..wuas+r.wm�.w [aw:sM�3?'1; i7*Wo `xis „4�S� rtil41.7,W;voi ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor NS direction 206/340 -2255 Page 6 *********** * * * * * * * * * * * * * * * * *PTData +(v1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2 T 4.440( 0.00) B 4.440( 9.00) 3 T 4.440( 0.00) B 4.440( 9.00) Section 12 - P U N C H I N G JOINT Ac in2 1 144.50 2 289.00 3 289.00 4 144.50 JOINT Gamma 1 0.485 2 0.400 3 0.400 .4 0.485 Jc in4 706.9 4350.2 4350.2 706.9 S H E A R Factored Joint Shears Maximum Shear Shear Moment kips ft -kips 78.53 208.99 209.21 78.58 0.00 0.00 -0.00 0.00 Section 13 - C O L U M N D E S I G N JOINT 1 2 3 4 Maximum Axial Load Axial Column Moment Load kips 78.53 208.99 209.21 78.58 Top Bottom ft -kips ft -kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.700( 0.00) 0.000( 0.00) 2.700( 0.00) 6.819( 27.00) A N A L Y S I S Critical Section #1 Ex xL xR FL FR Allow d /Bo in in in ksi ksi ksi in /in 3.19 3.19 1.06 1.091 0.361 0.240 0.500 0.00 4.25 4.25 0.723 0.723 0.266 0.250 0.00 4.25 4.25 0.724 0.724 0.266 0.250 -3.19 1.06 3.19 0.361 1.092 0.240 0.500 and Moments Maximum Moment Shear Moment kips ft -kips 78.53 208.99 209.21 78.58 L O A D S ( F A C T O R E D ) Axial Load kips 78.53 208.99 209.21 78.58 0.00 0.00 0.00 0.00 Maximum Moment Column Moment Top Bottom ft -kips ft -kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ANDERSEN BJORNSTAD KANE JP'3S • INC. 'Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKJOabkj.com e W u3 ' . ),(vApA V 1.0`+ 1-14 1 JOB# BY: 2I DATE SHEET # A ©J B I- Z; mo w' . QQ 2's. Wes: U; :U) w. w Il • . o , g a, • Z :I- 0' • ;w • W W` :- Vi LL O `ll .O F ' Z ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * + +PTDataPlus ++ * V1.22 -0135 * Structural Data Incorporated * 17292 Goldenwest Street * Huntington Beach, CA 92647 714/841 -9938 * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Licensed to: ABKJ, INC. 800 Fifth Avenue, Suite 3800 Seattle, Washington 98104 -3122 206/340 -2255 Section l - G E N E R A L I N P U T D A T A t W CO O W BASIC GEOMETRY: .1127 Number of Spans 3 ga 5 Left Cantilever NO u.¢. co Right Cantilever NO d _ Number of Left End Spans .1 • _ : Number of Right End Spans 1 2t,... z POST - TENSIONED TENDON DATA (UNBONDED, LOW RELAXATION): W W. Minimum Tendon Cover at TOP 0.75 in D p Minimum Tendon Cover at BOTTOM of Interior Spans 0.75 in 8W .Minimum Tendon Cover at BOTTOM of End Spans 1.50 in :01-- Tendon Bundle Diameter 0.50 in W W Cross - Sectional Area of ONE Strand 0.153 in2 LL _ � , 0 ..Z: W co 1.00 in � ? 1.00 in O 60.00 ksi Z PROJECT NAME: BECU 06 -28 -2001 BEAM ID: First Floor EW direction DATA FILE: C: \Ptwin \PTRUNS \BECUEW.PTD UNSTRESSED REINFORCING STEEL DATA: Rebar Cover at TOP Rebar Cover at BOTTOM Rebar Yield Stress Maximum Longitudinal Bar Size CONCRETE CRITERIA (* = Calculated Value): Maximum Flexural Stress at TOP - 6.00 {SQR(f'c)} Maximum Flexural Stress at BOTTOM - 6.00 SQR(f'c) Beam Concrete Strength Beam Concrete Weight Beam Modulus of Elasticity* Column Concrete Strength Column Concrete Weight Column Modulus of Elasticity* Z W; Sheet No. 6 J U • • UO #4 424 psi 424 psi 5000 psi 150 pcf 4287 ksi 5000 psi 150 pcf 4287 ksi ADDITIONAL CRITERIA: Skipped Live Load NO Minimum Average Compressive Stress 125 psi DL +LL /4 - UBC 2618(j) NO Analysis Based Upon Equivalent Frame Method Perpendicular F/A (for Punching Shear) 125 psi Top Columns Assumed NOT Present When Tendons are Stressed Analysis Based Upon Constant Prestress Force ACI 318 -89 Section 18.8.3 not included in analysis Load Factors KDL /KLL /KW1 /KW2 1.40/1.70/1.70/1.30 Load Factors KDW /KCOMB /KDL1 /KLL1 0.90/0.75/1.40/1.70 ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor EW direction 206/340 -2255 Page 2 *********** * * * * * * * * * * * * * * * * *PTData +(vi.22- 0135 )* * * * * * * * * * * * * * * * * * * * * * * * * * ** Section -COLUMN INPUT DATA Lc JOINT (ft) 1 0.00 2 0.00 3 0.00 4 0.00 * Far -end column fixity 1 = Section 3 - S L A B I N P U T SPAN 1 From X= H (in) 10.00 TYPE Uniform(ksf) Uniform(ksf) Uniform(ksf) Type 3 - cL (in) 0.00 SPAN 2 From X= H (in) 10.00 BOTTOM COLUMN c2 ci (in) (in) FIX* 0.00 0.00 0.00 0.00 L = 15.00 ft * * ** *Cross Section Geometry * * * ** 0 . OOft to TRIB . (ft) 23.00 * * ** *Unfactored Superimposed Loads * * * ** DL LL A(ft) B(ft) 0.100 0.00 7.50 0.001 7.50 14.50 0.100 14.50 15.00 * * ** *Tendon Profile * * * ** Compound Parabola cR(in) A(ft) B(ft) 0.00 1.50 1.50 L = 24.00 ft * * ** *Cross Section Geometry * * * ** 0.00ft to TRIB (ft) 23.00 0.00 0.00 0.00 0.00 15. OOft Yref (in) 0.00 0 0 0 D A T A 20.00 20.00 20.00 20.00 24.00ft Type Yref (in) 0.00 Lc (ft) Type 6 C(ft) 7.50 6 Fixed, 0 = Pinned TOP COLUMN c2 cl (in) (in) FIX* 20.00 20.00 20.00 20.00 P2 /P1 0.00 * * ** *Unfactored Superimposed Loads * * * ** TYPE DL LL A(ft) B(ft) Uniform(ksf) 0.010 0.100 0.00 24.00 20.00 1 20.00 1 20.00 1 20.00 1 ti ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor EW direction 206/340 -2255 Page 3 *********** * * * * * * * * * * * * * * * * *PTData +(V1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** *Tendon Profile * * * ** Type 3 - Compound Parabola cL(in) cR(in) A(ft) B(ft) 0.00 0.00 2.40 2.40 SPAN 3 L = 21.00 ft * * ** *Cross Section Geometry * * * ** From X= 0.00ft to 21.00ft Type 6 H TRIB Yref (in) (ft) (in) 10.00 23.00 0.00 TYPE Uniform (ksf ) Section - F O R C E S S VY ( ST 1 LA 5 No. Strands 16.1 16.1 16.1 Span Fe(Kips) 1 426.15 2 426.15 3 426.15 SPAN 1 TYPE Line(kips /ft) Line (kips /ft) Line (kips /ft) Line (kips /ft) SPAN 2 TYPE Line(kips /ft) Line (kips /ft) Line(kips /ft) Line (kips /ft) SPAN 3 TYPE Line(kips /ft) C (ft) P2 /P1 12.00 0.00 * * ** *Unfactored Superimposed Loads * * * ** DL LL A(ft) B(ft) 0.010 0.100 0.00 21.00 * * ** *Tendon Profile * * * ** Type 3 - Compound Parabola cL(in) cR(in) A(ft) B(ft) 0.00 0.00 2.10 2.10 LOAD 11.048 - 2.762 -8.681 34.723 LOAD 18.496 -4.624 - 4.624 18.496 LOAD 24.158 A(ft) 0.00 1.50 7.50 13.50 A(ft) 0.00 2.40 12.00 21.60 A(ft) 0.00 C(ft) 10.50 B (ft) 1.50 7.50 13.50 15.00 B (ft) 2.40 12.00 21.60 24.00 B (ft) 2.10 P2 /P1 0.00 A N D TENDON P R O F I L E S CGS Dimensions (inches from datum) HiPointL LoPointl LoPoint2 HiPointR 5.00 6.75 0.00 1.25 1.25 8.75 0.00 1.25 1.25 8.75 0.00 5.00 Section 5 - E Q U I V A L E N T T E N D O N L O A D S F/A (ksi) Min Max 0.154 0.154 0.154 0.154 • 0.154 0.154 ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor EW direction 206/340 -2255 Page 4 *********** * * * * * * * * * * * * * * * * *PTData + {V1.22- 0135 } * * * * * * * * * * * * * * * * * * * * * * * * * * ** Line (kips /f t ) Line (kips /ft) Line (kips /ft) -6.040 -3.020 12.079 Section 6 - U N F A C T O R E D C O N C R E T E L O A D S SPAN 1 L = 15.00 ft LOAD(kips /ft) A(ft) B(ft) 2.875 0.00 15.00 SPAN 2 L = 24.00 ft LOAD(kips/ft) A(ft) B(ft) 2.875 0.00 24.00 SPAN 3 L = 21.00 ft LOAD(kips/ft) A(ft) B (ft) 2.875 0.00 21.00 Section 7 - S L A B SPAN L 1 0.00 2 - 149.83 3 - 159.15 SPAN L 1 0.00 2 -73.71 3 - 127.83 SLAB SPAN 1 2 3 SECONDARY L -0.00 6.06 43.15 A N D UNFACTORED Dead Load M (x - ft) 76.49( 7.50) 69.07( 12.00) 100.66( 12.60) UNFACTORED Most Positive M (x - ft) 13.91( 3.00) 64.83( 12.00) 70.58( 12.60) (Unfactored) R 6.06 43.15 -0.00 2.10 10.50 18.90 C O L U M N SLAB DEAD R - 149.83 - 159.15 0.00 SLAB LIVE R -73.71 - 127.83 0.00 2 3 4 Section 8 - C O N C R E T E F L E X U R A L Service Loads SPAN Tension (x) Compression (x) 1 T 0.066( 15.00) - 0.239( 3.00) B -0.070( 3.00) -0.374( 15.00) 10.50 18.90 21.00 M O M E N T S (ft -kips) AND BALANCED MOMENTS Balanced Load L M (x - ft) R -0.00 - 59.12( 7.50) 139.23 139.23 - 108.57( 12.00) 176.32 176.32 - 111.60( 10.50) -0.00 LOAD MOMENTS Most Negative L M (x - ft) 0.00 13.91( 3.00) -73.71 64.83( 12.00) - 127.83 70.58( 12.60) COLUMN (Factored) JOINT TOP 1 0.00 0.00 0.00 0.00 BOT 0.00 0.00 0.00 0.00 S T R E S S E S (ksi) R -73.71 - 127.83 0.00 Transfer of Prestress Tension (x) Compression (x) - 0.061( 9.00) - 0.336( 14.58) - 0.024( 14.58) - 0.300( 9.00) SPAN 1 T . 2 T B 3 T B SPAN 1 2 3 2 T B - 1.087( 3 T �' 0 0( 0.000 0.000 0.160 0.000 0.160( 0.000( ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor EW direction 206/340 -2255 Page 5 *********** * * * * * * * * * * * * * * * * *PTData + (V1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Section 10 - R E B A R 24.00) - 0.221( 9.60) 9.60) - 0.443( 24.00) 0.00) - 0.339( 14.70) 14.70) - 0.443( 0.00) Section 9 D E F L E C T I O N S (U N F A C T O R E D Dead + Balanced Loads SPAN DeltaDL (x) L /Delta (in) (ft) 1 0.0092( 7.50) 19540 2 -0.0279( 12.00) 10330 3 - 0.0075( 8.40) 33591 Factored Loads MR= 0.0) SPAN As (x) A's (x) 1 T 0.000( 0.00) 0.000( 0.00) . B 0.000( 0.00) 0.000( 0.00) 2 T 0.880( 24.00) 0.000( 0.00) B 0.000( 0.00) 0.000( 0.00) 3 T 0.880( 0.00) 0.000( 0.00) B 0.000( 0.00) 0.000( 0.00) Factored Loads MR= 6.7) x) A's (x) 0.00) 0.000( 0.00) O .00) 0.000( 0.00) 24.00) 0.000( 0.00) O .00) 0.000( 0.00) O .00) 0.000( 0.00) O .00) 0.000( 0.00) Section 11 - R E B A R FOR A C I One -Way (ACI 18.9.2) As (x - ft) T 5.520( 12.00) B 5.520( 0.00) T 5.520( 0.00) B 5.520( 4.80) T 5.520 ( 0.00) B 5.520( 6.30) - 0.043( 12.00) - 0.013( 2.40) - 0.049( 8.40) - 0.016( 0.42) Live Loads DeltaLL (x) L /Delta (in) (ft) - 0.0071( 10.50) 25414 0.0480( 12.00) 6006 0.0424( 12.60) 5943 R E Q U I R E M E N T S (in2) DL +LL /4 MR= 0) As (x) A's (x) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.0.0) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) DL +LL /4 ( %R =10) As (x) A's (x) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) 0.000( 0.00) C O D E Two -Way (ACI 18.9.3) As (x - ft) 1.755( 13.50) 0.000( 0.00) 2.025( 21.60) 0.000( 0.00) 2.025( 0.00) 0.000( 0.00) - 0.347( 2.40) - 0.317( 12.00) - 0.344( 0.42) -0.312( 8.40) L O A D S ) M I N I M U M S (in2) z w 2 6_ 00 w J = • 1- Li 0 J u. co 0 I- _ Z F. 1-0 Z I- w U Ca O � =V U. O co O Z ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 First Floor EW direction 206/340 -2255 Page 6 *********** * * * * * * * * * * * * * * * * *PTData +(v1.22_ 0135 )* * * * * * * * * * * * * * * * * * * * * * * * * * ** Section 12 - P U N C H I N G S H E A R A N A L Y S I S Z Q I- w aa � JV . 00 (0 0 U) W WI J I. N W W O ' J u-< N D : = d 1.-_ Z I- F O Z I- W W U O : Section 13 - C O L U M N D E S I G N L O A D S ( F A C T O R E D ) 0 t_ W W F=- U Maximum Axial Load Maximum Moment - Axial Column Moment Axial Column Moment . :E' Load Top Bottom Load Top Bottom 0 JOINT kips ft -kips ft -kips kips ft -kips ft -kips OF 1 43.92 0.00 0.00 43.92 0.00 0.00 Z 2 190.85 0.00 0.00 190.85 0.00 0.00 3 214.72 0.00 0.00 214.72 0.00 0.00 4 63.69 0.00 0.00 63.69 0.00 0.00 Critical Section #1 JOINT Ac Jc Ex xL xR FL FR Allow d /Bo in2 in4 in in in ksi ksi ksi in /in 1 128.00 554.7 3.00 3.00 1.00 0.689 0.228 0.240 0.500 2 289.00 4350.2 0.00 4.25 4.25 0.660 0.660 0.246 0.250 3 289.00 4350.2 0.00 4.25 4.25 0.743 0.743 0.246 0.250 4 128.00 554.7 -3.00 1.00 3.00 0.330 0.999 0.240 0.500 Factored Joint Shears and Moments Maximum Shear Maximum Moment JOINT Gamma Shear Moment Shear Moment kips ft -kips kips ft -kips 1 0.485 43.92 -0.00 43.92 0.00 2 0.400 190.85 0.00 190.85 0.00 3 0.400 214.72 0.00 214.72 0.00 4 0.485 63.69 0.00 63.69 0.00 P izii A-.-- CAN D ( 55b< s-r) rf�•,3rra«l,tr::�`!:N �.#;iti7C�.tiY+t.i; ^ L4x4x% I'- 1- 2 - 7 1 70•1 FILL OVE I mo' DP x 20 GA COMPOSITE ma DEC REINF W /6xG -WI.4 a _> ~ w 6 U O W w ° U) d . = Z � I— 0 Z r- w D o U O N O I— w W Fi l l' O ..Z w U= O Z ANDERSEN BJORNSTAD KANE J/ BS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKJ @abkj.com PROJECT: G V D diTPr CP S te— SUBJECT: () sv P ?o"PT l,v = 5 SUSee DeD... .1.Ror _ . .. 01.8.X.1..0.. . .co( Pos 73fA Fa te Sao ): oozyr =11 Z' W� : f c,, . 1 W & pp . 5 = IJ iCpn1G Fl (-t _ . 4 o .1' F . . . 40. eFF .P5 . P o 7 - 3 —.._.. 1,54 h 161 - - 3. 4 ,o .. ° ....... .3 JOB # DATE BY: A SHEET # U V 6 it—P D •, 5 kb 3 900 g, +s>`- Pb = M; 4 . 14761 . rb L6X3 3.76 /%; A ©i B '51I pS .73 i # /Pe oa5-X1,5) -1461) = • 1°41t �� __._ ___... _... 0 U) W I - l- N w 0 2 LL < mo z I - I— 0 uj 0 = L I o „ Z w P o • ANDERSEN BJORNSTAD KANE Jf • BS • INC. Consulting Civil and Structural Engineers SEATTLE, WASFIINGTON ABKI ®abkj.com PROJECT: T' V C� rrE rL SUBJECT: Cu svt? TZY G°' Co act Jot 6E, ... . L'' JOB # BY: P 4 • _ 40 PART µ,5c y ,c‘)-f- •oZ ,bl t DATE SHEET # A B - & sue. ID iti t bX x.p4 wwF ,I it . oo (3 0 ox- 67t14/ I) Z, H • re 2 , 6 UO t. N U) Nu.. u j 2 qq [L J co u F-0 Z w Lit . 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Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKj @abkj.com PROJECT: DECA. ) SUBJECT: .0 rr R- p Ra (2-r VAN N( '7 S 16/T1- .De /4- . 4 * ?'� .. 294 2S,CS JOB # BY: vami- c IN = BS P G T '�' r 5.0 Zak ..- ps T' l.aw _ ..Pew-. 0,5k20_ .21 — Z lEc-e' Cu so DATE SHEET # A ©J B ../ ENC 0 M PAS S BECU DATA CENTER EXPANSION JOB #1511208 REVISED: 6/18/2001 Ben Gezon PRELIMINARY HVAC - ELETRICAL L - STRUCTURAL COORDINATION MATRIX : g � �M•�.. 3 i'+J - ' ' 4Ti, W WWII WPM Ma 4 ` a WAMOlis+ r O _ CAC-502 .� - a'a+ar --SF�' 460/3 97.7 90 ENC - 2700 5TH FLOOR EC TO DETERMINE DISCONNECT REQ'S CAC -503 - 460/3 97.7 90 ENC - 2700 5TH FLOOR EC TO DETERMINE DISCONNECT REQ'S CAC -504 - 460/3 97.7 90 ENC - 2700 5TH FLOOR EC TO DETERMINE DISCONNECT REQ'S DC-1 - 460/3 16.5 20 EC - 3000 ROOF DC-2 - 460/3 16.5 20 EC - 3000 ROOF DC-3 - 460/3 16.5 20 EC - 3000 ROOF P -1 7.5 460/3 14 45 OR 50 EC 350 ROOF CONTROLLED BY PUMP PANEL P -2 7.5 460/3 14 45 OR 50 EC - 350 ROOF CONTROLLED BY PUMP PANEL P-3 7.5 460/3 14 45 OR 50 EC - 350 ROOF CONTROLLED BY PUMP PANEL HP -505 - 460/3 11.8 15 EC - 323 5TH FLOOR NOC ROOM HP -506 - 460/3 11.8 15 EC - 323 5TH FLOOR NOC ROOM HP -507 - 460/3 11.8 15 EC - 323 5TH FLOOR NOC ROOM HP -508 - 460/3 18.6 25 EC - 645 5TH FLOOR CONFIG. ROOM FCU -101 - 460/3 4.2 15 ENC - 600 z- 1ST FLOOR EC TO DETERMINE DISCONNECT REQ'S FCU -102 - 460/3 4.2 15 ENC - 600 - 1ST FLOOR EC TO DETERMINE DISCONNECT REQ'S FCU -103 - 460/3 4.2 15 ENC - 600 i 1ST FLOOR EC TO DETERMINE DISCONNECT REQ'S CU -101 - 460/3 15.4 25 EC - 525 WAREHOUSE CU -102 - 460/3 15.4 25 EC - 525 WAREHOUSE CU -103 - 460/3 15.4 25 EC - 525 WAREHOUSE EF -101 0.25 120/1 EC - 75 t 1ST FLOOR BATTERY ROOM EXHAUST 17NO3.1.._ 0.5 460/3 ? - - • 155 GEN. ROOM EXPLOSION RESISTANT UNIT HEATER 5 KW HEATER W/ 0.5 HP FAN • KEY: EC = ELECTRICAL CONTRACTOR ENC = ENCOMPASS * NO MAGNETIC STARTER NEEDED PER LIEBERT REP 6/13/01 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t S. ANDERSEN BJORNSTAD KANE JA BS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKJ @abkj.com PROJECT: SUBJECT: Kr% Ipo.s A- UNtS'z I `Lp CA T 57 o V6 'Cz. -Bt b.. ._. JoIsr 4.Pnu& ` SS' For U A)j 5'TP-UT No. Rflc,Ps -- 40 h x_ J -r-3 hr . Wf 8c F .' AILED . Q'± 7� l" 2 3s = 3 , 05 9'441.0 gal 7 0' JOB # BY: R 3,o & 01St 46 . P 35 E 3 $7 DATE SHEET # Ca- 3 A ©i B Ass U rt 1= 5 IZi67 = 3.6ZS 0 O ' co • cn w w s. J H, CO ILL: U.1 0 } ' w ¢. • z �.. .z W W:. .U � W W'. LL Oi 11 1 z (/)' O •z • ANDERSEN BJORNSTAD KANE )f 'BS • INC. ? Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKj @abkj.com PROJECT: SUBJECT: Ci4gck 1372 c..E FA L. 31 C6 N N b A Cq / (,7 ) C I f / = co/Z. l . -7 C 1 , ,s" nsTRUT • -- . ( -? 4 0C-1 ( = c g1I K 5:y M:7'. : r JOB # BY: SHEET # (, a5 X (.4z9" G It 2630 DATE Pit =0, 3 it 0 3 s-±rw ri A ©J B (8 k . w; IL 2 J U O Oi N Os w J I— t/? LL:. w O u. J a w z � I— 0, Z ww U 0 co , Ci 1- I V , o :. 11.1 2 ' U N ;. O � z Unbraced Height Channel Max. Allowable Load Slot at Maximum Column Load Applied at C.G. Face K = .65 K = .80 K = 1.0 K = 1.2 In mm i Lbs kN Lbs kN k Lbs kN Lbs kN Lb kN ... il4r, . 4 . • 610 P1000 P1001 `, , 4.e, -" N ; 15.1 28.3 „,- itimgiwt ..e.38Mi 42.7 106.0 .f41 �W'" f i� ) ' , ...:C-..,' 42.3 104.8 A1320; •i: i.vgipa: 41.5 102.9 , .A1342 "9 i'. ?. , 6t 4 40.5 100.6 ■ ',0 " . • • . "- -..;,. 914 P1000 P1001 • I.:- plc* 1 ■ .4 $'• • ' 13.3 . 27 5 r•ift. . "Ks : • 1 '' 7,1 : ■ , , , ‘,.;" WE- 34.0 103 . 2 r ; : ';,-.‘ Plaiil "*I .VOIA r 4 32.9 100 . 6 OW 11121640 , Fz.W: 31.1 96.3 yugpviiii ;IT, 64 ., t.,..r,.,:„-. , .2016Ce , 1.P 28.9 91.0 ;Mk • ! a • . 1219 P1000 P1001 ...P 7 • i 't 11.4 26.6 1- tarklif ht . :tilf., .:, - ' 26.3 99.2 4 , .,.. .1 . -- g04..0 1 - -tal;r4 - d.c" 24.6 94.6 A47.42iK0:!. ..? ii49660: 14~ii 22.2 87.0 .!,.,14:,..44s"..e.,..3:;.13 .:,...,.., ..., 0. ...:.4c4i.. 17460;t f M 'i'' 19.7 77.7 • ei; .-,-p, 4„ 1524 P1000 P1001 .., '''' ' . 4c 9.9 • 25 3 s _ - ; 21.3 942 ..0 lri-- 19.5 87 .,..tii:t.S,vit,:" - ',4- 0:4 t:, 46870 ''‘', 17.1 75 .0 ' 301.. i359() 14.8 60 .5 t 1 ' _ 1829 P1000 P1001 41t : 36oX 8.8 23.8 .'''.A<'0'-': ,,''.#,Z489II ticiT. 18.2 88.0 :46801: 0,-..".”,-...44....,,-.. 47466' ' 16.4 77.7 -:‘,.,,,A1.49 : - ., , ,• , , 14.0 60.5 : ',28•50...: . ?.'„:9570 : 11.8 42.6 y 0 1.e. , ...4.,^ .• f .1V4i,4 a.i.. rizi#0,,,g oz ,g,..**WAI‘ '-- ,„ , c ' ' ''''' P1000 P1001 .. 1, 7_60',1- ..,, .1..c, 9701: ‘i S1'Sg 7 .8 22.1 :;;;;;A%5:;"-'-4 '' soa 8150. .. ...;:§11 - 4 - 1:1'.4.c. 16.0 80.7 :;'. Q3170.: _: 14980:: :i7..,....f•-:7....:!:r. 14.1 66.6 -,,, .'-26 :10130 ,..‘,43 11.7 45.1 .:' 2160' .7030: 9.6 31.3 VkiN4Wi. 4ii-I.188"..e ^431'3.:1,:..c.-.1:4,4; 2438 P1000 P1001 • k1580' 4 -r4t I tik 7.0 20.1 :...,,.'w-iime.mk 322O .."1,...-.4,:-..z. i'16270i 47,Z•1;14.• * 14 14.3 72.4 - ,••• '::;2770.7: 1,2120 - 12.3 53.9 . - Us , :..' 7750 --:.:;',• 10.0 34.5 - • _ :-.1:18010 ::'.5380 8.0 23.9 ,tuy:;k/ r 9 ,, ei7.4 2743 P1000 P1001 , ,„: .4. . ,. 030' :.,:4.',-07. 6.4 17.9 4.,, 42910'; ..,•• -i. .;•14,120 iiI"e? 12.9 62.8 ,-2.1.,:-...'-i-?‘11.,,.. .;,' 2450i: 1....-9570.f,- 10.9 42.6 c,.. ; 0930, -.:,..• 8.6 27.3 . .. -4250 : 18.9 A. , , ,, ,--4, -;,, ' gtit 2951 irz...4s 3048 P1000 P1001 *:441Wi.:■::.;ii V 290'1'; -Vr6r0451: ?.• ni 5.7 . 161 .-,•,...., . r q 1,,-,1 07...--: ,-',', ....‘..,..ty 4ir.t.. 1 111;7501` P'A%•!•::-*'-':-;.!- 11.7 52.3 1 :; 2'.160'. : 9.7 34.5 • • - - .: ' •i , • ' '' ,--- at''''' ''?.=',',.'...:`.;-... 4960 22.1 , v. • ' ' ' 0 ... ** Channel Areas of Section Axis 1 - 1 Axis 2 - 2 I S r I S r in 2 cm 2 i crn, In' cm' In cm In' cm in cm In cm P1000 YeVg,.1: Y.,556; 36 ' -4 1 -. 4A0 185' . .1eNt? 77 • -t&'1 ' ' ■:.:-.1"Zit 33 ',',- ,571'.4 '-.1. - P ',,'' ir 4 1.5 .s.i,•.6 1"--hlaV.44 9.8 "!;290. 4.7 ( ,,, , ,,....t.:. i'$.651f, 1.7 P1001 5t",wv..11 1012, , ;.! , r,-.1tV.." 7.2 '-'9al. - VP .i•rA 38.7 -, .`..:572 .••,... ,: .4.:24,,..,.• . 94 " . 23 i ' s ,, ,, L'A' : -. 5.7.: 2 ......,,,......7 . 196 .•'.. 580 :','o-.- . 95 i.....;; Y:651? ;; 17 . P1000 & P1001 CH a NELS FOR 1' (41 MM) WIDTH SERIES CHANNEL COLUMN LOADING DATA **KL T.- >200 ELEMENTS OF SECTION I - Moment of Inertia 5;9'.••%*,.'_ • S - Section Modulus r - Radius of Gyration ANDERSEN BJORNSTAD KANE J BS • INC. t X oil Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABORabki.com PROJECT: SUBJECT: JOB # BY: DATE SHEET # A Ii B • • =;11;:, ;;;',":41!; We 4J 11' Section i - G E N E R A L I N P U T D A T A PROJECT NAME: BECU 06 -28 -2001 BEAM ID: Roof beam G2 DATA FILE: C: \Ptwin \PTRUNS \BECUROOF.PTD BASIC GEOMETRY: Number of Spans Left Cantilever Right Cantilever Number of Left End Spans Number of Right End Spans ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * + +PTDataPlus ++ * V1.22 -0135 * Structural Data Incorporated * 17292 Goldenwest Street * Huntington Beach, CA 92647 714/841 -9938 * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Licensed to: ABKJ, INC. 800 Fifth Avenue, Suite 3800 Seattle, Washington 98104 -3122 206/340 -2255 POST - TENSIONED TENDON DATA (UNBONDED, LOW RELAXATION): Minimum Tendon Cover at TOP Minimum Tendon Cover at BOTTOM of Interior Spans Minimum Tendon Cover at BOTTOM of End Spans Tendon Bundle Diameter Cross - Sectional Area of ONE Strand UNSTRESSED REINFORCING STEEL DATA: Rebar Cover at TOP Rebar Cover at BOTTOM Rebar Yield Stress Maximum Longitudinal Bar Size Stirrup Size CONCRETE CRITERIA (* = Calculated Value): Maximum Flexural Stress at TOP - 6.00 SQR(f'c) Maximum Flexural Stress at BOTTOM - 6.00 SQR(f'c) Beam Concrete Strength Beam Concrete Weight Beam Modulus of Elasticity* Column Concrete Strength Column Concrete Weight Column Modulus of Elasticity* Sheet No. 1 NO NO 0 0 3.00 3.00 3.00 2.00 0.153 2.00 in 2.00 in 60.00 ksi #11 #3 424 424 5000 150 4287 5000 150 4287 ADDITIONAL CRITERIA: Skipped Live Load Minimum Average Compressive Stress DL +LL /4 - UBC 2618(j) Ratio of Unreduced LL to Reduced LL Top Columns Assumed NOT Present When Tendons are Stressed Analysis Based Upon Constant Prestress Force ACI 318 -89 Section 18.8.3 not included in analysis Load Factors KDL /KLL /KW1 /KW2 1.40/1.70/1.70/1.30 Load Factors KDW /KCOMB /KDL1 /KLL1 0.90/0.75/1.40/1.70 YES 125 YES 1.67 in in in in in2 psi psi psi pcf ksi psi pcf ksi psi ....Wb. _.. r.`�iJ`,ItA,4uY1x�y�Uai'u'nL•7 r.�u. '4,, Ji.t i..r rr;,4u ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 Roof beam G2 206/340 -2255 Page 2 *********** * * * * * * * * * * * * * * * * *PTData +(V1.22- 0135 )* * * * * * * * * * * * * * * * * * * * * * * * * * ** Section 2 - C O L U M N I N P U T D A T A Z H Z W _10 00 1 0.00 0.00 0.00 0 0.00 0.00 0.00 0 W H 2 0.00 0.00 0.00 0 0.00 0.00 0.00 0 , N u. w 0 LL< Section 3 - B EAM INPUT DATA = a f- W Z I.- I- 0 Z I- I" Ill * * ** *Cross Section Geometry * * * ** p From X= 0 . OOft to 45. OOft Type 1 0 (12 B H t TRIB FLANGE Yref a E..= (in) (in) (in) (ft) (ft) (in) = W 48.00 24.50 4.50 30.00 10.00 0.00 1.- 1 . - 0 * * ** *Unfactored Superimposed Loads * * * ** w Z TYPE DL LL A(ft) B(ft) U u . Uniform(ksf) 0.040 0.025 0.00 45.00 0 F=- '. Line(k /ft) 07720 0.000 15.50 29.50 z U NIT S # c \pea) * * ** *Tendon Profile * * * ** Type 3 - Compound Parabola cL(in) cR(in) A(ft) B(ft) C(ft) P2 /P1 0.00 0.00 4.50 4.50 22.50 0.00 < BOTTOM COLUMN > < TOP COLUMN > Lc c2 cl Lc c2 cl JOINT (ft) (in) (in) FIX* (ft) (in) (in) FIX* * Far-end column fixity SPAN 1 L = 45.00 ft 1 = Fixed, 0 = Pinned Section 4 - F O R C E S A N D T E N D O N P R O F I L E S No. CGS Dimensions (inches from datum) F/A (ksi) Span Fe(Kips) Strands HiPointL LoPointl LoPoint2 HiPointR Min Max 1 843.00 31.8 9.50 21.50 0.00 9.50 0.562 0.562 Section 5 - E Q U I V A L E N T T E N D O N L O A D S SPAN 1 TYPE Line (kips /ft) Line (kips /ft) Line (kips /ft) Line (kips /ft) LOAD 16.652 - 4.163 - 4.163 16.652 A(ft) 0.00 4.50 22.50 40.50 B(ft) 4.50 22.50 40.50 45.00 ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 Roof beam G2 206/340 -2255 Page 3 *********** * * * * * * * * * * * * * * * * *PTData +(V1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** LJointMom(ft -kips) RJointMom(ft -kips) SPAN 1 LOAD (kips /ft) 2.688 41.447 - 41.447 Section 6 - U N F A C T O R E D C O N C R E T E L = 45.00 ft A(ft) B(ft) 0.00 45.00 Section 7 - B E A M A N D C O L U M N UNFACTORED BEAM DEAD AND BALANCED MOMENTS Dead Load Balanced Load SPAN L M (x - ft) R L M (x - ft) 1 0.00 1079.78( 22.50) 0.00 41.45 - 801.55( 22.50) SPAN 1 UNFACTORED BEAM LIVE LOAD MOMENTS Most Positive Most Negative L M (x - ft) R L M (x - ft) R 0.00 189.84( 22.50) 0.00 0.00 0.00( 0.00) 0.00 BEAM SECONDARY (Unfactored) SPAN L R 1 -0.00 -0.00 Section - C O N C R E T E E Service Loads SPAN Tension (x) Compression (x) 1 T - 0.621( 0.00) - 1.231( 22.50) B ( 22.50) - 0.477( 0.00) C6 - 424 . Section 9 - D E F L E C T I O N S ( U N F A C T O R E D Dead + Balanced Loads SPAN DeltaDL (x) L /Delta (in) (ft) 1 0.3194( 22.50) 1691 L O A D S M O M E N T S (ft -kips) COLUMN (Factored) JOINT TOP BOT 1 0.00 0.00 2 0.00 0.00 F L E X U R A L S T R E S S E S (ksi) Transfer of Prestress Tension (x) Compression (x) - 0.292( 22.50) - 0.796( 43.98) - 0.455( 43.98) - 1.176( 22.50) Live Loads DeltaLL (x) L /Delta (in) (ft) 0.1914( 22.50) 2822 Section 10 - R E B A R R E Q U I R E M E N T S (in2) L O A D S ) R 41.45 ABKJ, INC. Sheet No. 800 Fifth Avenue, Suite 3800 BECU Seattle, Washington 98104 -3122 Roof beam G2 206/340 -2255 Page 4 *********** * * * * * * * * * * * * * * * * *PTData +(V1.22- 0135 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Factored Loads ( %R= 0.0) SPAN As (x) A's (x) 1 T 0.000( 0.00) 0.000( 0.00) B 3.006( 22.50) 0.000( 0.00) Factored Loads ( %R= 6.7) SPAN As (x) A's (x) 1 T 0 X00( 0.00) 0.000( 0.00) B 3.10. 22.50) 0.000( 0.00) 4 * e - - - - ( J ' ( - S e c t i o n 11 - R E B A R F O R A C I SPAN 1 One -Way (ACI 18.9.2) Two -Way (ACI 18.9.3) As (x - ft) As (x - ft) T 3.233( 0.00) 0.000( 0.00) B 2.767( 0.00) 0.000( 0.00) Section 12 - B E A M SHEAR D E S I G N SPAN 1 L. 45.00ft X Left Vcn(kips) Vcw(kips) Vci(kips) Av(in2/ft) Use #3 @ 18.38in o/c for Span 1 Section 13 -COLUMN D E S I G N LOADS ( F A C. T ORE D) JOINT. 1 2 Maximum Axial Load Axial Column Moment Load Top Bottom kips ft -kips ft -kips 158.20 0.00 0.00 158.20 0.00 0.00 DL +LL /4 ( %R= 0) As (x) A's (x) 0.000( 0.00) 0.000( 0.00) 10.962( 22.50) 0.000( 0.00) DL +LL /4 (%R =10) As (x) A's (x) 0.000( 0.00) 0.000( 0.00) 10.962( 22.50) 0.000( 0.00) C O D E M I N I M U M S (in2) #3 @(in) CODE Maximum Moment Axial Column Moment Load Top Bottom kips ft -kips ft -kips 158.20 0.00 0.00 158.20 0.00 0.00 Equipment Model Noise Level' Location Number of units Total Used In Design Condensing Units Data Aire DAFC 100 79.6 dB(A) at 5' Roof of building 3 3 Emergency Generators Onan DFJD 94 dB(A) at 21' First floor of building 1 1 Boeing Employees Credit l. Michael R. Yantis Associates, Inc., P.S. INTRODUCTION The following report documents the results of a noise assessment and recommendations for the Boeing Employees Credit Union in Tukwila, Washington. The objectives of the assessment were: • to predict noise levels at the property line during a period of normal operation of the equipment in the building; and • to evaluate the noise levels at the property line with respect to the City of Tukwila Noise Ordinance. EQUIPMENT The new mechanical system equipment planned for the Boeing Employees Credit Union includes the following: Tables: New Mechanical Equipment General information and acoustical data for the equipment are enclosed. The noise generated by these units and received at the neighboring properties was assessed in relationship to the City of Tukwila Noise Ordinance requirements. NOISE ORDINANCE The property for the Boeing Employees Credit Union has a Commercial /Light Commercial zoning designation. The properties to the north, west, and south are also commercially zoned. A residentially zoned property is located across the Duwamish River to the Northeast. The City of Tukwila Ordinance' limits the noise generated by a commercially zoned property and received by a residentially zoned property to 57 dB(A) between the hours of 7:00 AM and 10:00 PM. Between the hours of 10:00 PM and 7:oo AM during weekdays, and between the hours of 10:00 PM and 9:00 AM on weekends, the Ordinance limits the noise levels to 47dB(A). Additionally, the Ordinance limits the noise generated by a commercially zoned property received by a commercially zoned property to 6o dB(A) during daytime and nighttime hours. 1 Chapter 8.22, Noise. I:\2001\BECU Tukwilla Generator\BECU- report.doc CITY CETUKWILA PERMIT CENTER Page 1 WI ?a:1k: iL;.i: w3^ " ✓,:Y:s ".:'�.`•;thtCit`1#: 4�:tl�Jb727Q ' *30 atfSlSithd44fa 5x.�i3.``a'aP� �ny ?���l��ir + M ' L �:4e"k`4'44ii�.15�yYn'4'n.:'lyt Property Distance Zoning Predicted Noise Level Daytime Noise Limit Nighttime Noise Limit Sources Northeast 23o' Residential 73 dB(A) 57 dB(A) 47 dB(A) Generator, Drycoolers North 25o' Commercial 72 dB(A) 6o dB(A) 6o dB(A) Generator, Drycoolers West 52o' Commercial 55 dB(A) 6o dB(A) 6o dB(A) Generator, Drycoolers South 420' Commercial 57 dB(A) 6o dB(A) 6o dB(A) Generator, Drycoolers Boeing Employees Credit U. Michael R. Yantis Associates, Inc., P.S. Page 2 It is our understanding that the BECU generator will be providing backup power for the equipment in the data center only, and not for any emergency equipment or phone lines that support the E -911 services. Consequently, the generator will have to meet daytime and nighttime ordinance requirements when operating during testing operations and when operating during a power outage. It is also our understanding that the drycoolers are operating on a continuous cycle, 24 hours a day, and consequently must meet both daytime and nighttime ordinance limits. PREDICTED NOISE LEVELS Equipment noise received at the neighboring properties was predicted based on a point - source noise propagation model. Barrier attenuation was used in the model where the building itself, the rooftop parapet, or grade features acted as a barrier. Predictions were made for noise received at the property lines at grade level. Using the model described above, the noise received at the adjacent properties was predicted for the condensing units and generators as shown in the following table. Table 2: Predicted Noise Levels, in dB(A) re 20 !Rascals As the above table indicates, the noise generated by the equipment and received at the adjacent properties is expected to exceed the City of Tukwila Noise Ordinance limit of 6o dB(A) at the north commercial property as well as the nighttime noise ordinance limit of 47 dBA at the northeast residential properties. I: \2ooi \BECU Tukwilla Generator \BECU- report.doc ' .:'+tin7 ' :?t - • " �{:'iF�,= 18{,�it Y,:i. Octave Band Center Frequency (Hz) 63 125 25o 50o woo 2000 4000 8000 Dynamic insertion Loss (dB) 11 21 25 43 47 44 39 22 Octave Band Center Frequency (Hz) 63 125 25o 50o woo 2000 4000 8000 Dynamic insertion Loss (dB) 8 18 24 4 45 46 41 26 Boeing Employees Credit U n Michael R. Yantis Associates, Inc., P.S. RECOMMENDATIONS In order for the equipment to meet the ordinance requirements, we recommend implementing the following: Condensing Units The condensing units will be installed behind an existing 15' tall screen wall. Although the bottom of the screen wall is held 2' -6" above deck, the screen is expected to reduce noise levels from these units to 40 -43 dBA. Generators ❑ Install a bank of five foot tong duct silencers (sound traps) at the engine air intake louvers. The sound traps should have minimum dynamic insertion loss in dB per octave band as follows: Table 4: Duct Silencer Dynamic insertion Loss, in dB Manufacturer reported data indicates that an IAC model 5S silencer will provide the required dynamic insertion toss. According to the manufacturer, the silencer produces 0.06" static pressure drop at a face velocity of 33o fpm. ❑ Install a bank of five foot long duct silencers (sound traps) at the engine air discharge louvers. The sound traps should have minimum dynamic insertion loss in dB per octave band as follows: Table 4: Duct Silencer Dynamic insertion Loss, in dB Manufacturer reported data indicates that an IAC model 3S silencer will provide the required dynamic insertion loss. According to the manufacturer, the silencer produces 0.28" static pressure drop at a face velocity of 84o fpm. ❑ Install a muffler on the engine exhaust stack designed as specified in Appendix II. ❑ Line at least 2 adjacent walls of the inside of the both the generator room and the generator discharge plenum with 3" thick acoustical fill behind hardware cloth or I : \2ooi \BECU Tukwilla Generator \BECU•report.doc Page 3 ;'.l.'.1 id,�'r: G.v + "w Fr'v:£Gbottin5rn.+wbes :mw z ~z. • QL J U 00. i co w w = J H U) w0 • u. co = z � F- 0 Z F- LU w U o ,O - C1F- w uj o z v - o � z Property Zoning Predicted Noise Level Noise Limit Northeast Residential 44 dB(A) 47 dB(A) North Commercial 44 dB(A) 6o dB(A) West Commercial 38 dB(A) 6o dB(A) South Commercial 44 dB(A) 6o dB(A) Boeing Employees Credit Ur, Michael R. Yantis Associates, Inc., P.S. perforated sheetmetal or aluminum metal panels, on 3" furring. See Figure 1 in Appendix III. A prefabricated product is available from Alpro Acoustics: ALPRO Aluminum Wall Panels, Type "D" or "F", represented by Bill Plunkett, (206) 322 -0250. Acoustical fill can be any of the following: a R -si fiberglass batts or Rockwool inulation with a vapor barrier. ❑ R -is fiberglass batts or Rockwool inulation encased in 2 mil (maximum thickness) plastic bags for moisture protection if desired. Represented by Dick Mitchell at Paragon Pacific Insulation in Kent, WA (253) 872 -0800. o Install seals on the doors into the generator room as follows: ❑ Bottom: Pemko 314XN ❑ Threshold: Pemko 2005 ❑ Perimeter: Pemko 281CXM Magnetic Seals and Double Pemko S -88 Silicon Seals. CONCLUSION With the addition of the recommended mitigation measures, noise received at the adjacent properties was predicted and the levels are shown in the following tables. Table 4: Mitigated Noise Levels, in dB(A) re 20 'Pascals As the above table indicates, with the implementation of the recommended noise mitigation, the noise generated by the equipment and received by the surrounding properties is expected to be consistent with the City of Tukwila Noise Ordinance. I: \2ooi \BECU Tukwilla Generator \BECU- report.doc Page 4 .:...,�.�.,... ..........:....,. e....,..,,��.,. .. i. .Y.:n„L•;:.,t.w':fiia:.u:..i.tit : r ik:::.+::w.a+:i:ieuw�a. ww. .:�,:rc.o., ». ,. ,.,,.. a•:, r' u., dwe. ia�:: iy '..r"it'7ri3[ilYGS3�:E:l.+':F:. Boeing Employees Credit Ut Michael R. Yantis Associates, Inc., P.S. APPENDIX I APPENDIX I: GENERAL DISCUSSION OF NOISE Environmental noise typically refers to the total acoustic environment as measured or heard by humans. This acoustic environment is made up of background noise caused by distant traffic, airplanes, etc., and higher level noise dominated by nearby sources such as car pass -bys, airplane flyovers, or close construction activity. The most commonly used measure of sound is the sound pressure level (SPL), which represents the magnitude of the sound pressure in the air. The human ear responds differently to sounds at different frequencies (pitch). This is demonstrated by the fact that we hear higher pitched sounds easier than lower ones of the same magnitude. To compensate for the different "loudness" as perceived by humans at different pitches, a standard weighting curve is applied to measured levels. This weighting curve represents the human ear's sensitivity, and is labeled "A" weighting. The units of magnitude of the sound are written dBA ( "A" weighted decibels), which is a logarithmic scale. The nature of dB scales means that individual dB ratings for different noise sources cannot be added directly to give the dB rating of the combination of these sources. Two noise sources producing equal dB rating at a given location will produce a composite noise that is 3 dB greater than the individual levels. Similarly, the loudness of sounds does not vary arithmetically. The ear has some difficulty detecting the difference in loudness between sounds that have a difference of 3 dB. A 5 dB difference is easily detectable, and a sound that is 10 dB more than another sounds twice as loud. The following table presents examples of common noise levels: SPL(dBA) Example o Threshold of audibility 20 Quiet rural area (no traffic) 4 Suburban neighborhood (distant traffic) 6o Normal conversation 7o Busy freeway ioo Jackhammer 130 Threshold of pain A noise descriptor is the Equivalent Noise Level L which is the dBA level of a constant sound which has the same acoustical energy as the time - varying noise. The EPA describes it: "The equivalent sound level is a single value of sound level for any desired duration, which includes all of the time - varying sound energy in the measurement period ". Therefore, a sound that was 6o dBA for ten minutes, and 7o dBA for ten minutes would have an L for the total time period of 67 dBA (remember, logarithms do not add together directly). It can be seen that the higher level sounds are weighted heavier in the calculation, because they have more energy. The L or day -night equivalent sound level, is the L measured over a 24 hour period, with al() dBA penalty applied to night -time levels (io:oo p.m. to 7 :0o a.m.). 1:\2001 \BECU Tukwilla Generator\BECU- report.doc :..... :..... ...... .......r :::::...... _ _ . 14:44d a s IAVO.11a "4 c Boeing Employees Credit Uif Michael R. Yantis Associates, Inc., P.S. Generator 4--- 1:12001 \BECU Tukwilla Generator\BECU- report.doc APPENDIX /I: Generator Exhaust Stack Specification Noise readings shall be documented at three locations from the end of the exhaust stack. Each location shall be 25 feet away (perpendicular distance) from the exhaust stack. The spacing between measurement locations shall be as shown in the following sketch. Measurements shall be in terms of A- weighted decibels, referenced to 20 micropascals. The measurement environment shall consist of the exhaust pipe protruding through the side wall of a building, otherwise free of obstructions or reflecting objects for a distance of 3o feet from the building, other than the ground, which shall be asphalt or concrete. Generator combustion exhaust noise levels shall not exceed 55 dBA at any of these locations. 45 deg. Angle (tYP. ) APPENDIX II re w ` JU Ems° cn W = W O' • • lL Q N =. = d _ _- o' Z • w w 'D'O; cn W W o u. • U N; • z. Boeing Employees Credit U: ' i Michael R. Yantis Associates, Inc., P.S. APPENDIX III: FIGURES I: \zoos \BECU Tukwilla Generator\BECU-report.doc APPENDIX III PLAN figure 1 25% OPEN AREA PERFORATED SHEETMETAL OR HARDWARE CLOTH 3" TO 3 -1/2" ACOUSTICAL FILL 2X4 WOOD STUDS @ 24" O.C. WALL CONSTRUCTION PER PLANS Absorbtive furred wall detail Scale: 2" =1' -0" BOTTOM OF WALL SECTION 2X4 WOOD RUNNER NOTES: 1. TO PREVENT ELECTROLYSIS, INSTALL RUBBER GASKETS BETWEEN ALUMINUM AND STEEL PLATES. 25% OPEN AREA PERFORATED SHEETMETAL OR HARDWARE CLOTH 3" TO 3 -1/2" ACOUSTICAL FILL WALL CONSTRUCTION PER PLANS 2X4 WOOD RUNNER BECU Data Center Michael R. Yantis Associates, Inc., P.S. Project #: Date: 6/22101 Drawn By: AMB Checked By: MRY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Boeing Employees Credit Ur.. ! Michael R. Yantis Associates, Inc., P.S. APPENDIX 1V: EQUIPMENT CUT SHEETS I:\2001iBECU Tukwilla GeneratorlBECU- report.doc APPENDIX IV Configuration Test Distance (Meter) Position Sound Pressure Level 1 2 3 4 5 6 7 8 Standard Unhoused 7 93 93 93 95 90 94 94 94 94 16 80 87 86 88 85 87 87 87 '86 Configuration Octave Band Center Frequency (Hz) Sound Power Level 63 125 250 500 1000 2000 4000 8000 Standard - Unhoused 89 104 108 114 115 114 112 110 121 Onan Corporation 7 meter sound pressure level values are in the "acoustic near field" and should not be used to calculate sound pressure levels at other distances from the generator set. For this purpose, use 16 meter sound pressure level values or sound power level values. Measured Sound Performance POS7 A- Weighted Sound Pressure Level at 7 m and 16 m - dB(A) 1. Tests conducted per ANSI S1.13 -1971 using circular array fie d method at 7 m and 16 m distance, respectively. 2. Tests performed at rated load with 40 °C radiator -fan package Heat exchanger /remote radiator levels will be lower. 3. Data at Standard configuration does not include exhaust noise. 4. Reference sound pressure is 20 pPa. 5. Average Pressure Level is logarithmic average. 6. The data is subject to instrumentation, measurement, and generator set variability. A- Weighted Sound Power Level - dB(A 1. Tests conducted per 79/113/EEC using hemispherical array method with 10 m radius centered 1.5 m above the gr 2. Tests performed at rated load with 40 °C radiator -fan package. Heat exchanger /remote radiator levels will be lower. 3. Data at Standard configuration does not include exhaust noise. 4. Reference sound power is 1pW =1 x1 W. 5. The data is subject to Instrumentation, measurement, and generator set variability. Data and specifications subject to change without notice. 1000DFHD 60 Hz POS 1 POS3 Bulletin MSP - 173A tiLi:'!. !�Si�SQW�r ^ .r•��v.'111tV1.4miYidi{tift tn 5 1 . • r II I Iii t r r Vp NN I; N 1 1 m � g ip G.0 - ...+.rte•. •••••• •••. • ••••■•vw .....r.• • t. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. m v 0 c r rn O m - n c v 0 0 0 r Un D D n 0 d rn r -4 0 0 Boeing Employees Credit Ui Michael R. Yantis Associates, Inc., P.S. APPENDIX V. PRODUCT CUT SHEETS APPENDIX V I:\2001\BECU Tukwilla Generator\BECU- report.doc t,"' Mod . Octave Band•.. • 1• • • . . • 2 . _ 3,. 4, 5.: 6 :,.. ; • • .::: 7 -..: _ .. , 6) .. -; 12 .125.. 250 500 K` 1K . 2K • • 4K : 8K' .:.: '.Silencer Face.: .Veloc ,. ;;;�;•;w.:.:.. " r; Dynamic Insertion Loss; dB' :; 'Number . . • • fp • 12: 18 • 24 –2000 . 36' 42 21 31 37 33 24 `42 48 3S _ 36' -1000 +1000 tiN- M N T T 17 16 30 28 36 35 33 35 26 28 M h T T 52 62 74 +2000 93 71 86 15 25 34 35 28 162 182 204 5 feet –2000 63 23 26 44 48 44 37 22 158 5S 173 –1000 +1000 2301256 21 18 25 24 43 40 47 45 44 46 39 41 22 26 • 122 78 +2000 125 16 22 38 45 46 41 26 288 325 362 –2000 — 24 38 48 53 46 42 30 177 7S 250 -1000 +1000 CM 0 T T 23 20 37 35 46 45 51 50 48 48 44 45 30 34 — — +2000 17 34 44 49 49 45 35 –2000 13 25 43 54 55 53 49 1 OS –1000 +1000 13 13 26 23 42 42 52 52 55 55 53 53 51 51 +2000 12 18 41 52 55 53 51 Nominal: Length Wn:. ; i 6. 6- 6 12. 12 12 12: • 12 12 12 24 24 24.. 24 24- 24...36 36- . 36 36'_ °- H .In. 12 24 361 12: 18 • 24 • 30= . 36' 42 48' 18 { 24 30' 36 `42 48 ' 30 _ 36' 42 48r' 3 feet Wt, lb 22 35 49 33 43 52 62 74 83 93 71 86 102 117 132 147 142 162 182 204 5 feet 40 63 87 56 73 89 107 125 141 158 1211147 173 204 2301256 249 284 319 355 7 feet 55 88 122 78 102 125 150 176 199 226 170 207 243 288 325 362 — — — 10 feet 77 123 171 1111155 177 212 250 — — 241 293 345 405 — 1 — — — — — 4 r r ♦ Type S Quiet -Duct Silencers have been rated with procedures certified in accordance with applicable portions of ASTM E 477. All 4 Dynamic Insertion Loss and Self -Noise Acoustic Performance Data 4/ were obtained in IAC's Aero - Acoustic Laboratory using the duct-to- room reverberant test facility with air flowing through the silencers. 4 • Forward Flow ( +) occurs when noise and air travel in the same direction, as in a typical supply or fan discharge system. • Reverse Flow ( -) occurs when noise and air travel in opposite directions, as in a typical return or fan intake system. For other IAC Rectangular Silencers, Tubular Silencers, and Acoustic Diffuser Silencers see Application Manual. Use manual or computerized SNAP FORM for System Noise Analysis Procedures. NOTE: ( –) indicates size not available as standard. HOW TO DESIGNATE TYPE S QUIET -DUCT MODELS AND SIZES EXAMPLE: C5 7 Length, L Type (Feet) S TABLE I DIMENSIONS AND WEIGHTS OF S SILENCER MODULES ALSO SEE REVERSE SIDE FOR NOTE ON WHEN DILs EXCEED 50 dB Model 24 18] Width, W (Inches) TABLE 11 DYNAMIC INSERTION LOSS (DIL) RATINGS: FORWARD ( +) / REVERSE ( -) FLOW NOTE: All DIL and Self -Noise Acoustic Performance Data were obtained In IAC's Aero - Acoustic Laboratory using the duct -to -room reverberant test facility with air flowing through the silencers. See reverse side for Self -Noise and Aerodynamic Data. INDUSTRIAL ACOUSTICS COMPANY Height, H (Inches) Physical Data Model '.Static Pressure Drop, I.w.g. 0.80 0.66 0.75 0.83 . . : e Nominal ' Size W x H (In) Silencer Face Area (sq ft) 3 S • 5.S 0.05 0.06 0.10 0.11 0.15 0.17 0.20 0.22 025. • 0.28 0.30 .0.33 0.40 0.44 0.50 0.55 .1.00 • 1:10 ' -;'.1'.25 4 11 ,380' 7 S 0.06 0.12 0.18 0.24 ' 0.30 . 0.36 0.48 0.60 0.72 0.90 '1:20 '.' ;: •.1 "S0 '1.70 10 S 0.07 0.13 0.20 0.27 0.34- . 0.40 0.54 0.68 0.80 1.00 1.36 54 ' Airflow, cfm . 6 x 12 0.5 S 185 265 325 370 415 455 525 590 645 720 840 930 6 x 24 1.0 36 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 6x36 1.5 36 47 555 790 970 1110 1245 1365 1575 1765 1935 2160 2490 2790 12 x12 46 49 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 12 x18 +2000 74 555 790 970 1110 1245 1365 1575 1765 1935 2160 2490 2790 12 x 24 740 1050 1290 1480 1660 1820 2100 2350 2580 2880 3220 3720 12x30 N in 925 1315 1615 1850 2075 2275 2625 2940 3225 3600 4150 4650 12 x 36 1110 1580 1940 2220 2490 2730 3150 3530 3870 4320 4980 5580 12 x 42 1295 1840 2260 2590 2900 3190 3675 4115 4515 5040 5615 6515 12x48 1480 2100 2580 2960 3320 3640 4200 4700 5160 5760 6640 7440 24 x18 0 0 0 0 0 0 Cr) Nt U) CD h CO arc 1110 1580 1940 2220 2490 2730 3150 3530 3870 4320 4980 5580 24 x 24 1480 2100 2580 2960 3320 3640 4200 4700 5160 5760 6640 7440 24 x 30 1850 2630 3230 3700 4150 4550 5250 5880 6450 7200 8300 9300 24 x 36 2220 3150 3870 4440 4980 5460 6300 7050 7740 8640 9960 11150 24 x 42 2590 3675 4515 5175 5800 6375 7350 8225 9025 10075 11625 13025 24 x 48 2960 4200 5160 5920 6640 7280 8400 9400 10300 11500 13300 14900 36 x 30 7.5 2775 3945 4845 5550 6225 6825 7875 8820 9675 10800 12450 13950 36 x 36 9.0 3330 4730 5810 6660 7470 8190 9450 10600 11600 12950 14950 16750 36 x 42 10.5 3885 5525 6775 7775 8725 9550 11025 12350 13550 15125 17425 19525 36 x 48 12.0 4440 6300 7740 8880 9960 10900 12600 14100 15500 17300 19900 22300 Silencer Entering Face Velocity, fpm 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 " Model Number Octave Band.. ":. Hz - ° 1 2 3 4 5 6 I 7 8 63 125 250 500 1K 2K 1 4K 8K Silencer Face • Velocity, fpm Self -Noise Power Levels, dB +12 -2000 68 62 61 66 61 64 i 67 66 -1500 62 57 57 61 59 61 60 55 -1000 54 51 50 51 54 56 52 40 S - 750 48 46 46 46 52 53 45 29 All - 500 40 40 39 36 47 48 1 37 <20 Sizes + 500 + 750 36 47 29 41 35 42 30 40 31 40 35 43 22 33 <20 22 +1000 55 49 49 47 46 49 42 32 +1500 66 61 56 57 55 57 53 46 +2000 74 69 63 64 61 63 62 56 Quiet -Duct Face Area, sq ft' 0.5 1 2 4 8 16 32 64 128 PWL Adjustment Factor, dB -9 -6 -3 0 +3 +6 +9 +12 +15 N 1.0301.6 TABLE III AERODY NIC PERFORMANCE DATA OF S SILENCE! F~ � 3DULES NOTE 1: Individual modules can be assembled in multiples to build silencer "banks" of sizes other than those listed above. Airflow capacity of any silencer bank is the sum of capacities of individual modules. ( -) in silencer weight column indicates that size is not available as standard. NOTE 2: The tabulated air flow is in cfm based upon tests conducted in the IAC Research & Development Laboratory Facilities in accordance with applicable sections of internationally recognized airflow test codes. These codes require specified lengths of straight duct both TABLE IV SELF -NOISE POWER LEVELS, dB re: 10 " WATTS TABLE V FACE AREA ADJUSTMENT FACTORS Add or subtract from PWL above For intermediate face areas, interpolate to nearest whole number upstream and downstream for the test specimen. The downstream measurements are made far enough downstream to include "static regain ". Therefore, if silencers are Installed immediately before or after elbows, or transitions, or at the intake or discharge of the system, sufficient allowance to compensate for these factors must be included when calculating the operating static pressure loss through the silencer. These conditions can add from 1,2 to several velocity heads, depending on specific conditions. All acoustic and aerodynamic data obtained on 24 in. x 24 in. production units. WHEN DIL REQUIREMENTS EXCEED 50 dB • Noise flanking around the silencer or along duct silencer walls may limit actual performance to approximately 50 dB Dynamic Insertion Loss for many systems. • Self -Noise interference should be checked out especially for systems with high noise reduction requirements. • Specially designed silencers and full -scale or scale -model testing are available for applications requiring silencing in ex- cess of 50 dB or other unusual requirement. • Call your local IAC Representative for details CONVERSIONS Multiply . By To Obtain cim 4.719 x 10 Ipm 0.00508 cubic meters per second (m meters per second (m/s) in. 25.4 millimeters (mm) i.w.g 249.1 Newtons per square mater (N /m It 0.3048 meters (m) n2 0.0929 square meters (m lb 0.4535 kilogram (kg) DIL, Self- Noise, and Airflow Data CERTIFIED in accordance with ASTM E-477 We reserve the right to improve design and specifications without notice at any time. AVAILABLE UPON REQUEST: Specially designed silencers and full -scale or model testing for unusual applications. NOTE: PAGES 5 THROUGH 64 OF THIS CATALOG ARE AVAILABLE AS INDIVIDUAL SHEETS FROM INDUSTRIAL ACOUSTICS COMPANY. REQUEST BY NUMBER SHOWN IN UPPER RIGHT HAND CORNER. SOS 1.2 0 1, Z _-. Z a , W 00 CO Wl- CO u. W O QQ LL < N d • W = ZF- ZO tu 0 O N O I- W W I 0 LI- to .. Z U= Z STC Rating The range of sound frequencies used in these tests is that of normal human speech and hearing, and in most cases the level of attenuation achieved does not totally eliminate but rather muffles the sound to an unintelligible level. The chart shown right compares the level of speech that would be heard through a door system having the indicated active STC rating (active STC rating is for an operable system as contrasted to the sealed -in -place rating of the door only.) Graphic Test Results of SoundSeal"' Systems 2A 60 50 40 30 20 125 250 500 1000 2000 4000 FREQUENCY, Hz Illustration of SoundSeal"' Systems 2A V alternate I I position I I I I I I S88 A Note: Doors hung with a full length continuous geared aluminum PemkoHingen" (see pages 110 -119) provide improved attenuation over standard hinges. li I , hinge side STC -30 STC -35 STC -40 STC -45 STC -48 STC -50 - - --- Standard STC contour. V Note: S88 gasketing shown in a non - compressed position. �--- -- -- -- -- head 434APKL ACTA STC RATING LEra Of Svc NEMO Loud speech understood Loud speech heard but not understood Loud speech audible as a murmur Some loud speech barely audible Hearing strained to hear loud speech Loud speech not audible GRAPHIC DETERMINATION OF STC RATING If the transmission losses for a test are plotted in a graph as shown left, the sound transmission class may be determined by comparison to the standard STC contour which is shifted vertically relative to the test curve until some of the test loss values fall below those of the standard STC contour and the following conditions are fulfil led: the sum of the deficiencies (that . . is, the deviations below the contour) shall not be greater than 32dB, and the maximum deficiency at asingle test point shall not exceed 8dB. When the standard STC contour is adjusted to the highest value that meets.these requirements, the sound trans- mission class for the test is the value at the intersection of the standard STC contour and the 500-Hz ordinate. Graphic test result on an STC-44 rated wood door. alternate position • I I II ♦ alternate I I position S88 lock side PEMKO VENTURA, CA 800 • 283 -9988 MEMPHIS, TN 800 • 824 -3018 9 STC -42 _ (System \ • 3A) , -- ,,.�-- � -- - - -- _ / - I I 1 1 I I I 1 I t STC Rating The range of sound frequencies used in these tests is that of normal human speech and hearing, and in most cases the level of attenuation achieved does not totally eliminate but rather muffles the sound to an unintelligible level. The chart shown right compares the level of speech that would be heard through a door system having the indicated active STC rating (active STC rating is for an operable system as contrasted to the sealed -in -place rating of the door only.) Graphic Test Results of SoundSeal"' Systems 2A 60 50 40 30 20 125 250 500 1000 2000 4000 FREQUENCY, Hz Illustration of SoundSeal"' Systems 2A V alternate I I position I I I I I I S88 A Note: Doors hung with a full length continuous geared aluminum PemkoHingen" (see pages 110 -119) provide improved attenuation over standard hinges. li I , hinge side STC -30 STC -35 STC -40 STC -45 STC -48 STC -50 - - --- Standard STC contour. V Note: S88 gasketing shown in a non - compressed position. �--- -- -- -- -- head 434APKL ACTA STC RATING LEra Of Svc NEMO Loud speech understood Loud speech heard but not understood Loud speech audible as a murmur Some loud speech barely audible Hearing strained to hear loud speech Loud speech not audible GRAPHIC DETERMINATION OF STC RATING If the transmission losses for a test are plotted in a graph as shown left, the sound transmission class may be determined by comparison to the standard STC contour which is shifted vertically relative to the test curve until some of the test loss values fall below those of the standard STC contour and the following conditions are fulfil led: the sum of the deficiencies (that . . is, the deviations below the contour) shall not be greater than 32dB, and the maximum deficiency at asingle test point shall not exceed 8dB. When the standard STC contour is adjusted to the highest value that meets.these requirements, the sound trans- mission class for the test is the value at the intersection of the standard STC contour and the 500-Hz ordinate. Graphic test result on an STC-44 rated wood door. alternate position • I I II ♦ alternate I I position S88 lock side PEMKO VENTURA, CA 800 • 283 -9988 MEMPHIS, TN 800 • 824 -3018 9 'F 3452AV !' ' /2 "- ' 34529DGV (12.7) 3452DV 3452G V 3452PWV door bottom vinyl seal (V) — 345A i (14.3) 3458 345BDG 345D 345G 345PW dog ,,, 317AN 317DN 317GN door bottom - , neoprene \ IOW (N) • 318AV 318BDGV 318DV 318GV 318PWV (19.1) 1 (31.8) 1/ (6.4) 7/ (22.2) J t 15A (23.8) 3 /4 " � 1 /4 " (6.4) 3452BDGP 3452CP 34520P 3452GP 3452PWP door bottom -1 nylon bush seal (P) —. • 317AN In alternate position. threshold (sill) 1 / (12.7) door bottom 3/ (9.5) st 90100CP 901 OODP brush seal (P) —► 345AP 3450DGP 3450P 345GP 345PWP • (25.4) Jr 313AN 313DN 313GN 9 /1 6 " ' (14.3) L3� (4.8) 314CN 314DN 314GN neo prene e se (N) 345AV 345DV 345GV 345PWV 345BDGV i (14.3) door bottom vinyl seal (V) —. 1 "- (25.4) 90137CP I 90137DP • Concealed brush door sweeps for hollow metal doors with inverted bottom channels. nylon brush seal (P)--s. 3/ I (19.1) , door bottom I ,, __ ____ (6.4) threshold (sill) f 1 (34.9) ,.+ door bottom 11/2" (38.1) t PE M KO VENTURA, CA 800.283 -9988 MEMPHIS, TN 800.824 -3018 75 door edge • • HINGE SIDE jamb qq n • Rigid Jamb Weatherstrip - Other Special Types jamb LATCH SIDE door edge l •, 1 3/16" (30.2) stop • jamb _ dooredge • • age rene tN) —► a • 1 /8 " I (3.2) Nk sponge 335 neoprene seal (N) 336 335AR 3350R 335GR 335 336A 336D 336G 336 stop stop stop PemkoPrener'" seal (PK) 1 (34.9) jamb LATCH SIDE door edge � 7 / 8 n (22.2) °o stop UpSCyC}}�r7yy..E2J t'aES31a1E 7/ (22.2) J a Adjustable Jamb Weatherstrip • Adjustable jamb weatherstrip is shown mounted on openings with 1/16' gaps; however, each weatherstrip can seal gaps up to 1/4 ". Adjustable jamb weatherstrip can adjust 3/16" out from the position illustrated. • "R" is an extruded closed cell sponge neoprene insert: R6130 class II grade C material. o door edge —.' HINGE SIDE jamb 322CSN 322DSN 7/ 322GSN (22.2) 308 305 • Sound-tested with sponge neoprene seal (R) only. • Meets UBC 7.2 with PenKoPrene'" (PK) only. 305 308 stop 305C 305D 305G 308C 308D 308G 379CR 379DR 379GR 379CS ?fee. Ste/ 379DS 379GS 379CPK C.• Ste/ 379DPK 379GPK (u pp SC p � rtr 7 w . E 21 ( r11fi1U"E jamb LATCH SIDE dooredge m• E g , kert•in E • m agnetic se (M) • 3 /16 " H (4.8) door edge ' ' —__J HINGE SIDE metal jamb sponge neoprene seal (N) sponge silicone seal (S) lamb_ /32 " � (4.0) — jamb 322CN 322DN dooredge 322GN 8 seal seal (N) • • • Sound-tested with seat (N) neoprene • Meets UBC 7.2 with PerttiroPrener" (PK) only. 350CSR 350CR 350DSR 350DR dooredge 350GSR 350GR 350CSPK 350CPK 350DSPK 114. S. 350DPK spor>ge 350GSPK 350GPK 'tn stop metal stop PemkoPrene 1 (28.0) 281 CM 281DM 281 GM 3/8 (34.9) 1 /8ll f"�1 /8" (3.2) (34.9) ewi L'tiJIll0111i F• 3 FG� tf 1/8" 3/8,r —"1 (3.2) (34.9) 11►• VENTURA, CA : I I • I I:: t MEMPHIS TN ; I I • - I 8 8 PemkoPrenetM seal (PK) 2W r 1' • Latching Panic ha.xit Saddles • Used in conjunction with surface applied vertical rod exit device. or as a stop and a seal at the Comm of door. • To make an offset, use an elevator (see page 19). 2001 AP 2001 GP 2001 AV 2001 GV 2001AS 2001GS 2001DP 20010V 200103 200SAP 20050P 2005AV 20050V 2005AS 200503 2005BP 200SGP 2003BV 200SGV 200583 2005G3 E ©t ®®°® 179AP 179DP 179AV 1790V 179A3 17905 1798P 179GP 1790V 179GV 17983 179G$ 177AP 177DP 177AV 1770V 177AS 177113 1778P 177GP 177BV 177GV 17783 177GS ruec 7.11 t✓ VI • Meets UBC 7.2 wort srwcon. seal (5) only. • Meets UBC 7.2 welt silicone Seel (3) only. • Meets UBC 7.2 wen slicons 11U (3) may. • S� W 4 * • Allow 1/4' door clearance. 1 / - se (P) 114 (3.2) T . $11100•45 core : So,nd•tested wM SACdne .4e St only " _1 /4 • Allow 3/8' door pile Ale l6. clearance. Seel (P) • SmO"eaoMO & Sou d.NSaW wet wear see (s) orsy. 3 / (9.5) , • SrrowNace4a &Sand.tested wet slicm* sea t S) only. 185SAP 1855DP 1855GP 1855AV 1855DV 1 1355G 1855AS 1855DS 1855GS • Allow 50 door clearance. SnaMrtsbewd 3 Sanalesnd with seem* sea IS) only. • Srta"eaaberd & Sound-loved welt aaicon111111(51 only. ) (uec 7.a) seal l(V) • Allow 1/7 door clearance. 1/ 159AP 159BP 159BDGP 159DP 159GP (12.7) 159AV 159BV 159BDGV 159DV 1S9GV 159AS 15985 1S9BDGS 159DS 159GS 7- - • Mors UBC ' 2 wpm srcone semt31only. '4 PAWS UBC 7.2 won s liax+e sew (I) only. 1 /2" (12.7) • Special purpose bumper ttlres :Ud cesigned for use with a low 1/4' to 3/8' undercut docr seal (P) seal (V) • Allow 5/8• door clearance. pile ari seal (P) vinyl (V) V Allow 518' door clearance. 5" (127.0) 5" (127.0) ( vinyl (V) i I silicone • seal (3) I 1/2 ' (F4) , e : seal(s) 5" (127.0) - .: 1%" i Ire.=) pile 1 I vinyl silicone seal (P) seal (V) seal (s) '\ ;•. 5" (127.0) 4 "• 1(6.4) 3 5, 8 " (92.1) 1(6.4) pile vinyl ,�i silicone seal (P) seal (V) i a seal (s) • Can also be used as an interlock threshold (sea cage 46 8 47). 3 s" (92.1) , . e.. .r+„ Y% f.n r... +rr `,'.k •:fF 'b<C.4 'm�k';rt ; ^nett •v ,..... f,...t f 5 /8" (41.3) 1 (41.3) 13/4 (44.5) 1 (34.9) 1 3/ (34.9) PEMKO VENTURA, CA 800.283 -9988 MEMPHIS, TN 800.824 -3018 41 f A I . 3/ (19.1) A " 7 /8 (222 I t 7/ (22.2) 1 ALPRO A C O U S T I C S PRODUCT S - CIFICATIONS GENERAL ARCHITECTURAL SPECIFICATIONS A. GENERAL Provide metal acoustical panels as specified herein. Metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS: shall be custom type as manufac- tured by ALPRO ACOUSTICS, a division of Structural Systems Corporation. The metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS) shall meet the require- ments of Federal Specification SS- S118B; shall have a flame spread classification of 0 to 25 feet for a Class "A" rating, as tested in accordance with ASTM E -84; shall have an NRC rating of (SPECIFY), as tested in accor- dance with ASTM C -423 for noise reduction. B. PRODUCT 1. MATERIALS: The metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS) shall be corrugated using (SPECIFY ALPRO PATTERN TYPE) and perforated using 1/8" diameter holes on 21/64" staggered centers, providing a 13% open area. The panels shall be fabricated of stucco - embossed aluminum (.020) (.032) inches thick (OR) smooth finish G90 hot - dipped galvanized (22) (24) (26) gauge steel. 2. FINISH: The panels shall receive a conversion coat prior to receiving an electrostatically applied (EPDXY) (OTHER) powder paint finish. All cut edges including perforated PANELS Length 01 Panel Length Tolerance STANDARD TOLERANCES ; ii tot'Panel.; Yl�i'�t#r1'olerance��" .. Squareness Diagonal Measurersrrt Diagonal Tolerance D!E AQP t�rIgtt�, .Spi : ; . Allawmum, " WALL ANGLES Straighlnr,;s Tolera Angular 'tolerance EXTRUDED w +. BULB Ttts •: Straightness Tolerance iular Tolerance' °§ PERFORATED EDGE MARGINS Width Irui►i panel ice to nearee,l I,uie fo. minimum margins 0125" x length in ft. =1- b° from 90• 0125" x length in 74 x length in ft:;'3° Maximum f?t` 18 "-48" } %a" 48" -120" 1,[" 1 20"-1 44" 1 20"-1 44" v r.OvertS, maximum —No Minimum — measured from panel edge to nearest hole tangent line. Depends heavily on metal width tolerance as I supplied by the mill. holes must be coated. Finish shall be cured and bake -dried to insure proper paint adhesion and uniform surface hardness. Paint color to be selected from (ALPRO STANDARD COLOR) (APPROVED SPECIAL COLOR). 3. ACOUSTICAL INSULATION: Provide (FIBERGLASS) (MINERAL FIBER) (OTHER) insulation (INCHES) thick and (POUNDS /CUBIC FOOT) pound density. The metal acoustical (CEILING PANEL) (WALL PANEL) (BAFFLE PANEL) with insulation shall have a noise reduction coefficient of (NRC VALUE) as tested in accordance with ASTM C -423 and shall be rated Class "A" as tested in accordance with ASTM E -84. Acoustical insulation shall be (UNWRAPPED); encapsulated in (POLYVINYLCHLORIDE (PVC) COVER) (POLYETHYLENE) (OTHER). 4. MOUNTING DEVICES: As recommended by manufacturer or as required by designer. C. EXECUTION 1. INSTALLATION: The acoustical contractor shall furnish and install the Alpro products, including moulding, clips and fasteners, in strict accordance with the manufacturer's recommen- dations in order to provide a satisfactory installation. All materials and workmanship furnished under this sec- tion shall be guaranteed by the contractor for a period of one year from completion date and, on written demand by the architect, any defective materials or workmanship shall be replaced or corrected. 2. WARRANTY: ALPRO ACOUSTICS warrants the metal acoustical pan- els and baffles for defects from the manufacturing pro- cess for one year from the date of shipment. Written notice of the defect is required. 3. MAINTENANCE Maintenance consists of cleaning metal acoustical panels with a damp soft rag, warm water and mild soap. ALPRO A C O U S T I C S P.O. Box 10220 NEW ORLEANS, LA 70181 -0220 TEL:(504) 733 -3836 • FAX:(504) 733 -3851 (206) 822 -0250 FN(: 322.4139 r•• SOLUTIONS IN NOISE CONTROL te - : !�r R . ALPRO ACOUSTICS • GRID PANEL PATTERNS AVAILABLE Pattern 23 %" x 23%' 23 %" x 47 %" 47Y." x 47 %" A H Yes Yes • Yes ... ?.. Yes PATTERN "A" ' .. e � PATTERN "B" • CEILING & - L PANELS • Yes Yes Yes . Yes Yes •M_.,.. STANDARD WALL PANEL WIDTHS STANDARD WALL PANEL WIDTHS 44V covers 42V when lapped 553/4" covers 54W' when lapped '4 40W' covers 393/4" when lapped 523/4" covers 51 %" when lapped 315/ 21/2" Yes `...... Yes No Yes' STANDARD WALL PANEL WIDTHS 42" covers 40" when lapped 53V covers 513/4" when lapped 42" covers 37W' when lapped 49W' covers 473/46' when lapped 1/2" PATTERN "C" H 223k2- 1 ^ s /8•' PATTERN "0" STANDARD WALL PANEL WIDTHS I 4- 515/16'=+1 119/32 "i NOTE: Dimensions may vary depending on material. "" .. iorannomsa wuktoorasa .ssdr.V1.s'. 'r,„,= "'�%" ^•w ",•" WALL PANEL PATTERNS AVAILABLE Maximum Aluminum Thickness Steel Gauge Pattern Length 020" .032« 26G 24G 22G 120 inches X ;120 inches , 'X ... 144 inches X •120 finches e,; `�; •' _ 120 inches X� _ 144 inches X 120inches - " ": STANDARD WALL PANEL WIDTHS 543/46' covers 53%6" when lapped PATTERN "E" 5 ( 1 12" T PATTERN "F" STANDARD WALL PANEL WIDTHS PATTERN "H" 38W' covers 37W' when lapped 48%" covers 47" when lapped 1 1 4- 3 /8" AVAILABLE AS GRID PATTERN ONLY. SEE "GRID PANEL PATTERNS AVAILABLE" CHART. 5 116" 3 jl - ►1 I` PATTERN "J" STANDARD WALL PANEL WIDTHS 44X" covers 42W' when lapped 55'/" covers 53V when lapped 5 /16 "1 N! i W,O i 44 ' r11: 11 X pi li f 4tr: rn: w n. r r M« a..,a,..n nw>v +aan 41 H i CEILING & WALL PANELS PATTERN MARK-7 MATERIAL ...S1uccis-emboss4;d aiumhKlm or galvanized steel • *. • •;:723 PANEL LENGTH — As required Ia 100'. . • " . • .- . PANEL WIDTH — Ir covers 14 when lapped. ' s. USE — Primarily as • wall pane4 ' ; MOTE Special pedoration with solid bottier siodied in .020 aluminum in the shown dimensions only. ' Other maietiala and dimensions imitable • • ". • 4---,;14"coverage.: iwthout solid border. 15"overa II • MOUNTING ACCESSORIES J-TRIM-• - • „!.. '.• • :••• • • ••• Z-FURRING -• • '•••1 •• REQUIRED :. -: • ••. 1NSDEor OUTSIDE' ANGLE . • ...f • „ : i'4•7 : 411 in Stinclaid lengths Available In..032 or..050 aluminumand 24 Or I B gauge Please specify dimenwons. - • • Standard pricing appliesto ma teiiittequirements of to 6!•121r: '••• • .P4 • ••• • • • . • GENERAL NOTES: All dimensions subject to change depending upon availability of materials. Panels available in both perforated and non-perforated metal. Alpro Acoustics standard freight terms are FOB New Orleans. Approximate shipping weights per square foot: Aluminum: .020/.40#; .032/.65# Steel: 26GA/1.10#; 24GA/1.40#; 22GA/1.70# ACCESSIBLE PANEL H-S Ceiling Panels s.S...:titft.• • 09500/ALP BuyLine 4955 TEES AND ANGLES 5 on0::"/•■••emv.:•.• i i- Lu 2 O 0 (0 0 (0 ILI = 0 2 LL. < co I— m ill Z —0 Z C.) to 0 — 0 111 I 0 L I 0 id co P 0 A • ACOUSTICAL BAFFLE PANELS PP.'Product Presentation METAL ACOUSTICAL BAFFLE PANELS GENERAL The Alpro Acoustics baffle panel is a modular unit consist- ing of a metal frame interfaced with a perforated metal skin which encapsulates and protects an acoustical energy - absorbing material. The perforated skin is transparent to sound and allows the sound waves to enter the energy absorbing material where a portion is transformed to other forms of energy. NOISE REDUCTION NRC The noise reduction coefficient (NRC) value of the acous- tical baffle panels ranges from .90 to 1.15 when tested in accordance with ASTM C -423. STC Sound transmission loss results ranged from an STC of 13 to an STC of 31 when tested in accordance with ASTM E -90. U/A Uses. Applications Alpro Acoustics Metal Acoustical Baffle Panels are used primarily as sound absorbers and secondarily as sound transmission attenuators. Metal Acoustical baffle panels can be mounted to the walls of the treated space in continuous runs or in clusters to achieve maximum sound control. Baffle panels can also be suspended from the ceiling in a vertical pattern, on a horizontal plane as a monolithic system, or separately to create a "cloud" effect. Alpro Acoustics baffle panels are designed for INTERIOR application and are NOT recommended for EXTERIOR application or where exposed to the weather. In an interior environment of high humidity, Alpro recom- mends that ALUMINUM be used in lieu of steel and that a protective wrapping for the sound media be used. Should panels require field painting, the acoustical media should be removed and a spray painting system should be used. MF /Materials. Finishes METAL FACING The perforated metal facing (1/8 inch diameter holes on 21/64 inch staggered centers) is fabricated of stucco - embossed finish aluminum in thicknesses of .020 and .032 inches or G90 hot - dipped galvanized steel in thicknesses of 22, 24 or 26 gauge. Heavier gauges available upon request. FRAMES The pre - formed metal facings are mechanically attached to a concealed or semi - concealed U- Channel of compatible metal in either .050 aluminum or 18 gauge galvanized steel. lei Tr �'"Y�:: livP�7 ;ylp{+i.ytli.Yttri tYi +Y:r �Ntu. State Prison Facility 09500 /ALP Buy Line 4955 Standard baffle frames accept a 2 inch thick sound pad. Panel thicknesses are available from 1 to 6 inches. MOUNTING METHODS Alpro offers three types of standard mounting methods for the baffle panels. The first method is a two part "Z" clip. One piece is attached to the back of the baffle and the other is mounted on the mounting surface. "Z" clips are avail- able in .050 aluminum or 18 gauge G90 galvanized steel. "Z" clips can be mounted flush to the surface or offset to the surface. Offset mounts can be 1" offset, 2" offset or 4" offset. Generally, an offset mount will improve the acoustic characteristics. The second method consists of eyelets bolted into the rear four corners of the baffle so that it can be suspended from the ceiling using hanger wire. The third method consists of a reinforced thru -bolt from face to rear of the baffle at each corner. This allows bolting directly to the mounting surface. PANEL WIDTH Standard completed panel widths are 18, 24, 30 and 36 inches. PANEL LENGTH Panel lengths range from 2 to 12 feet depending on the metal facing selected. FINISH All Alpro baffles receive a conversion coat. Alpro offers baffles in mill finish or paint finish. Powder paint is electro- statically applied in a minimum thickness of 2.0 mils. The powder painted baffles are cured in a convection oven at a temperature of 400 °F. Alpro's standard colors are matte finish Regal White, Driftwood Gray and Baronet Beige. Other colors and gloss levels are available. !,t CEI LING SYSTE,' ALPRO PANELS NAILED TO FURRING, , NAIL HEADS TO MATCH PANEL COLOR --_.__ WOOD BASE AL ~ ?0 =;.iraLS s'_.:ijJ L 1. ._._ it :T ST LIATiO D1 (206) 3220250 0 H William Plunkett Company MANUFACTURERS' REPPESENTAT,VE SILL P.UNKETT 2286 EASTLAKE AVE. EAST Cwrer SEATTLE. 'MA 98102 TOP FURRING STRIP ALSO RECEIVES CEILING EDGE ANGLE 1" X 2" FURRING STRIPS MAX 2'•0" O.C. PAINT FLAT BLACK LOW DENSITY SOUND. ABSORBING FIBERGLAS, STAPLE TO STUDS '�i3: r,',i�k. ",.r..r. �.:T:�.. .i�1FV /i.A`5`•: �.Y' '� R Value' Minimum Maximum Weight Per Bags Per (at mean temperature Thickness Net Coverage Square Fbot 1,000 Sq. Ft. of 75 ° ) Installed The weight per sq. The number of To obtain an insulation Contents of ft. of installed bags per 1,000 insulation shall not bag shall not insulation shall be sq. ft. shall be resistence of: be less cover more not less than: not less than: (R Value) than: (inches) than: (sq. ft.) (lbs. per sq. ft.) (no. of bags) R -38 11.21 21.71 1.66 46.06 R -33 9.74 25.00 1.44 40.00 R -30 9.60 28.13 1.28 35.56 R -26 8.32 32.45 1.20 30.81 R -22 7.04 38.35 0.94 26.07 R -19 6.08 44.41 0.81 22.52 R -11 3.52 76.70 0.47 13.04 AM6 RICAN %k ROC tWOO )nc, ll INSULATION Blowing Building Insulation woos Naturally Superior Protection Noncombustible Rockwool Mineral Fiber PRODUCT DATA: American Rockwool Blowing Insulation is a completely inorganic mineral fiber rockwool product that does not contain asbestos, cellulose, ground newspapers, cardboard, rags, phenolics, batt trim, or any other material not associated with the manufacture of mineral rockwool insulation. It will not support combustion, will not decay nor conduct electricity. This product does not need nor contain any chemicals to make It fire retardant, and having no binders, it qualifies as Type I, Category I under ASTM Designation C -764 and Type I, Class A under Federal Specification HH- I -1030B with a loss on ignition of less than one percent. American Rockwool Blowing Wool has been tested for thermal performance in accordance with ASTM Test Method C -518 procedures, noncombustibility in accordance with ASTM Designation E -136 procedures and for surface burning characteristics in accordance with ASTM Test Method E -84 resulting a Flame Spread of 10 and a Smoke Density of 10. APPLICATIONS: American Rockwool Blowing Wool is a superior mineral fiber rockwool insulation product, manufactured specifically for blown applications in new and existing structures, as the primary building insulation or as additional insulation in walls and ceilings of existing structures. °R Value is a measure of insulating ability. "R" means resistance to heat flow. The higher the "R" Value, the greater the insulation value. Ask your seller for our fact sheet on "R" Values. 'Thermal resistance of insulation only, coverage for 36 pound bag. Am E R I C M1 (OCIWOO lro» INSULATION ADVANTAGES: American Rockwool Blowing Wool is a loose fill mineral fiber insulation product that contains no asbestos, Is noncombustible, noncorrosive, permanent, odor free, will not absorb moisture, will not support mildew or fungus and will not rot, decay or breakdown. It will last for the life of the structure, provide continuous thermal performance and has the added advantages of providing a fire barrier. American Rockwool Blowing Wool is a prime insulation product manufactured and packaged under close quality control conditions. Proper application of American Rockwool loose fill mineral fiber provides uniform coverage of all areas requiring insulation and completely fills the areas between ceiling Joists as well as the areas between cross bracing, truss bracing, and other uneven spaces that are difficult to properly insulate with batt type insulation products. Application of American Rockwool loose fill mineral fiber allows any desired R-Value to be installed and assures a complete insulation Job to fit any dimensions. American Rockwool insulation can be installed during new construction or after the structure has been in existence for years. It can be installed as the primary insulation or added to existing installation to retrofit and upgrade the thermal performance of the structure. Loose fill mineral fiber added to existing ceiling insulation does not incur the risk of possible moisture accumulation problems that are sometimes caused by additional, improperly applied, vapor barrier faced batt insulation products. ARCH1TECi'URAI. SPECIFICATION: American Rockwool Class "A" Mineral Wool Blowing insulation shall be pneumatically installed in open attic areas to provide a thermal resistance (R) value of R- in accordance with manufacturer's printed instructions. Materials shall comply with Federal Specifications HH- I- 1030B, Type I, Class A THERMAL PERFORMANCE - ATTIC INSULATION: These minimum thicknesses, maximum coverages, and minimum weights per square foot arc recommended to provide the levels of insulation thermal resistance (R) for pneumatic application in open attic areas, as shown: Naturally Superior Protection ♦wi:.±l, 7,,r �:.S:J:.Q.i:...�•. �r „��F.ni�1.'�'�'�r�,�'`�'1 R Value* (at mean temperature) of 75 To obtain an insulation resistance value of: (R Value) Minimum Thickness Installed insulation shall be not less than: (Inches) Maximum Net Coverage Contents of bag shall not cover more than: (sq. ft.) Weight Per Square Foot The weight per sq. ft. of installed insulation shall be not less than: (lbs. per sq. ft.) Bags Per 1,000 Sq. Ft. The number of bags per 1,000 sq. ft. shall be not less than: (no. of bags) R-60 17.70 13.69 2.63 73.03 R -50 14.75 16.44 2.19 60.82 R-49 14.45 16.74 2.15 59.73 R-44 12.98 18.75 1.92 53.33 R-40 11.80 20.67 1.74 48.38 11.21 21.71 1.66 46.06 • R -38 R-33 9.74 25.00 1.44 40.00 9.60 28.13 1.28 35.56 } R -30 R -26 8.32 32.45 1.11 30.81 R -22 7.04 38.35 0.94 26.07 R -19 6.08 44.41 0.81 22.52 R -11 3.52 76.70 0.47 13.04 R -14.5 3.5 30.85 1.17 32.42 R -15.0 3.625 29.78 1.21 33.58 -22.7 5.5 19.67 1.83 50.83 R -33.0 8.0 13.44 2.68 74.42 c, L.imS V4 -4. r I Ap kQCKWOO!. Inc Naturally Superior Protection NOLANVILLE, TEXAS 76559 SPRING HOPE, NORTH CAROLINA 27882 Manufacturers Insulation Fact Sheet This is American Rockwool Blowing Insulation The contents of one 36 lb. bag installed in open attic areas by pneumatic equipment will provide insulation resistance (R) values at the weights and coverages shown below: • 'R' Value is a measure of Insulation only: coverage for 36 lb. bag. USA 0396 Side Wall Specifications - Spray System (Open Blow) The contents of one 36 lb. bag installed in open wall areas by pneumatic equipment with adhes ill provide insulation resistance (R) values at the weights and coverages shown below: Value of Spray Is a measure of Insulation only, with or without adhesive; coverage for 36 lb. bag. Read This Before You Buy What You Should Know About R- Values The chart shows the R -Value of this insulation. "R" means resistance to heat flow. The higher the R- value, the greater the insulating power. Compare insulation R- values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R- value, it is essential that this insulation be installed properly. 4 Project Info Project Address Boeing Employee's Credit Union Area in ft Date 6/29/2001 1st Floor 12770 Gateway Dr. 1.20 For Building Department Use 1934.4 Tukwila, WA 98168 r" 11 F l L .. COPY Applicant Name: 2838.0 2nd Floor Callison 10 93.0 Applicant Address: 1420 Fifth Ave. Suite 2400, Seattle, WA 98101 4772.4 Applicant Phone: 206- 623 -4646 2232.0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area 1st Floor Training Room, Storage, Generator Room, UPS Room 1.20 1612.0 1934.4 2nd Floor Data Center, NOC Rm, Print Room, Telco Rm. 1.20 2365.0 2838.0 2nd Floor 3 Lamp T8 Recessed 2'x4' Parabolic 10 93.0 930.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 4772.4 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1st Floor 2 Lamp T8 Strip Fixture 14 62.0 868.0 lst Floor 3 Lamp T8 Recessed 2'x4' Parabolic 6 93.0 558.0 2nd Floor 3 Lamp T8 Recessed 2'x4' Parabolic 10 93.0 930.0 2nd Floor 2 Lamp T8 Stack Light 36 62.0 2232.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4588.0 Location Description Allowed Watts per ft or per If Area in ft (or tf for perimeter) Allowed Watts x ft (or x If) Covered Parking NA 0.2 W /ft Open Parking NA 0.2 W /ft Outdoor Areas NA 0.2 W/ft Bldg. (by facade) NA 0.25 W /ft Bldg. (by perim) NA 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts p g g Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed NA NA NA Total Proposed Watts may not exceed Total Allowed Watts ten Total Proposed Watts nCG ., %PJ ... Lighting Summary s 111 LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms `Project Description I❑ New Building ❑ Addition Alteration Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) June, 1995 Maximum Allowed Lighting Wattage (Exterior Proosed Lightin Watta (Exterior (May not exceed Total Allowed Watts for Exterior) oi.r 5 Da- ('I', ... Lighting Summary s 111 LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms `Project Description I❑ New Building ❑ Addition Alteration Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) June, 1995 Maximum Allowed Lighting Wattage (Exterior Proosed Lightin Watta (Exterior (May not exceed Total Allowed Watts for Exterior) oi.r 5 Da- ('I', Use' LPA (W /ft Use' LPA (W /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hal1 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s•• Sictlon 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churches)"." 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers QQ Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts k r --** Lighting Summary • ack) •u • •u LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 16 - 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. FEATURES • Full family of 3" deep cell parabolic luminaires. • Models available to meet IES RP -1 minimum luminance crite- ria for office lighting systems in VDT applications. Optimax products are available to meet preferred criteria. • Choice of low iridescent diffuse or specular louver finishes. Also available with new AchromalM non - iridescent louver finish. • Black reveal provides floating louver appearance, conceals optional air - supply slots. • Overlapping flange and modular ceiling trims factory- installed with standard swing -gate hangers or field convertible with optional trim and hanger kits. • Optional heat - removal dampers and air - pattern control blades allow airflow control. • T- hinges die - formed for maximum strength. Latches spring - loaded, concealed in reveal. • Guaranteed for one year against mechanical defects in manufacture. SPECIFICATIONS BALLAST - Thermally - protected, resetting, Class P, HPF, non -PCB, UL listed, CSA certified ballast is standard. Energy - saving and electronic ballasts are sound rated A. Standard com- binations are CBM approved and conform to UL 935. WIRING & ELECTRICAL- Fixture conforms to UL 1570 and is suit- able for damp locations. AWM, TFN or THHN wire used through- out, rated for required temperatures. MATERIALS - Housing formed from cold - rolled steel. Louvers formed from premium -grade aluminum lighting sheet. No asbes- tos is used in this product. FINISH - White painted parts finished with high - gloss, baked enamel. Five -stage iron - phosphate pretreatment ensures supe- rior paint adhesion and rust resistance. LISTING - UL listed and labeled. Listed and labeled to comply with Canadian and Mexican Standards (see options). Specifications subject to change without notice. PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedures. Floor refiectances are 20 %. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request. 2PM3 3 32 18N Report LTL 6572 - Lumens per lamp = 2900 S/MH (along) 12 (across) 1.7 Coefficient of Utilization Ceiling 80% 70% 50% Wail 70% 50% 30% 70% 50% 30% 50% 3014 10% 0 84 84 84 82 82 82 79 79 79 1 79 76 74 77 74 72 72 70 68 2 73 68 64 71 67 63 64 61 58 3 67 61 56 65 59 55 57 54 50 4 62 54 49 60 53 48 52 47 44 5 57 49 43 56 48 43 47 42 38 6 53 44 38 52 43 38 42 37 34 7 49 40 34 48 40 34 38 34 30 8 46 37 31 45 36 31 35 30 27 9 43 34 28 42 33 28 32 28 24 10 40 31 26 39 31 25 30 25 22 Zonal Lumens Summary Zone Lumens %Lamp %Fixture 0.30 1974 22.7 0.40 3387 38.9 0.60 5726 65.8 0 -90 6165 70.9 90-180 0 0.0 0-180 6165 70.9 32.0 55.0 92.9 100.0 0.0 100.0 2PM3 3 32 18LD Report LTL 6573 - Lumens per lamp = 2900 S/MH (along) 12 (across) 1.7 Coefficient of Utilization Ceiling 80% 70% Wall 70% 50% 30% 70% 50% 0 2 3 4 5 6 7 8 9 10 87 87 81 79 75 70 69 63 64 56 59 50 55 45 51 41 47 38 44 35 41 32 COMMERCIAL FLUORESCENT LIGHTING 87 76 66 57 50 44 39 35 32 29 26 Zonal Lumens Summary Zone Lumens %Lamp %Fixture 0 -30 2016 23.2 0 -40 3471 39.9 0-60 5901 67.8 0-90 6386 73.4 90 -180 0 0.0 0- 180 6386 73.4 85 80 73 68 62 57 53 49 46 43 40 L /THON /A L IGHT /NO at I Catalog Number Type r 85 77 69 61 55 50 45 41 37 34 31 ENERGY • Luminaire Efficacy Rating (LER) and Annual Energy Cost/1000 Lumens: 3 -lamp LER.FP (ND louver) = 62. Annual energy cost = $3.81 3 -lamp LER.FP (LD louver) = 64. Annual energy cost = $3.75 3 -lamp LER.FP (LD louver 2R) = 64. Annual energy cost $335 Based on 32W T8 lamp, 2850 lumens, and electronic ballast. Ballast factor = .88, input watts = 86. Calculated in accordance with NEMA standard LE -5. 31.6 54.3 92.4 100.0 0.0 100.0 • 5014 Ceiling 8014 30% 50% 30% 10% Wall 70% 50% 85 75 65 57 50 44 39 35 32 29 26 82 82 82 74 72 70 66 63 60 59 55 52 53 49 45 48 43 39 44 38 35 40 34 31 36 31 28 33 28 25 31 26 22 2PM3 3 32 18LD 2R Report BAL 8211- Lumens per lamp = 2850 S/MH (along) 1.2 (across) t6 Coefficient of Utilization 0 2 3 4 5 6 7 8 9 10 PARAMAX• Parabolic Troffer PM3 2'x4' 87 82 76 71 66 61 56 52 48 44 40 87 79 72 65 59 53 48 43 38 34 31 0 -30 2088 24.4 0.40 3607 42.2 0.60 5953 69.6 0-90 6243 73.0 90-180 0 0.0 0-180 6243 73.0 70% 50% 30% 70% 50% 30% 50% 30% 10% 87 77 68 60 54 47 42 37 33 29 26 85 85 80 78 75 71 69 64 64 58 59 52 55 47 51 42 46 38 43 34 39 31 Zonal Lumens Summary Zone Lumens %Lamp %Fixture 33.4 57.8 95.3 100.0 0.0 100.0 3" DEEP LOUVER 3 Lamps 85 75 67 60 53 47 42 37 32 28 25 81 81 75 73 68 65 62 58 56 52 51 46 46 41 41 36 37 32 33 28 30 25 81 71 63 55 49 43 38 33 29 25 22 PM3 2x4 3LP z ~ W Ce O 0 to 0 L1) J 1- U) u. w g tL ? . .' a W zF.. I- O W ~ w O • N • F- W W I H IL LII = O z PM3 2'x4' 3" Louver Family, 3 Lamps, Paramax MOUNTING DATA Continuous row mounting of flanged units requires CRE and CRM trim options (see Options). Ceiling Type Exposed grid tee Concealed grid tee Concealed Z- spline Metal pan (consult factory) Screw slot (consult factory) Acoustical tile, plaster, or plasterboard on rigid support parallel to lamps Lay -in Grid (exposed or concealed grid) G Modular Fit -In Trim with swing -gate hangers ORDERING INFORMATION 2PM3 Series 2PM3 Paramax 3" deep cell parabolic, 2' wide Trim type G Grid F Overlapping flange MT Modular fit -in ST Screw slot PM3 2x4 3LP O 1995 Lithonia Lighting, Rev. 5/00 PM3 2x4 3LP.p65 3 Number of lamps 3 Not included. Air function A Air supply /return (slots in side trim) H Heat removal (through lamp cavity, dampers available) O Combination A & H B Static (no air function, matching appearance) NOTES: 1 Where applicable, number of rows is divisible by number of lamps unless specified otherwise. 2 MVOLT available with GEB101S only. Appropriate Trim Type G 0, ST F, MT MT ST F II 1111•111 F Overlapping Flanged Trim with swing -gate hangers ST Screw or bolt slot grid NOTES: i Recommended rough -in dimensions for F trim fixtures 24'x48' (Tolerance is +1/4', -O /. Swing -gate range 1' to 3-1/4", span 23.1/2' to 26-5/16'. Lamp type I 32 32W T8 (48') 40 40W T12 (48') Number of cells' 18, 24,32 DIMENSIONS i Voltage I I 120, 277, 347, MVOLV Others available. Louver finish ND Achroma ' non - iridescent diffuse silver ID Low iridescent anodized diffuse silver IS Low iridescent anodized specular silver C Diffuse gold anodized (champagne) G Specular gold anodized 1/3 GEB GEB10IS GEBiORS EL LST PWS1836 GLR GMF LP_ CRE CRM HRD APB ACS PAF JP10 2R CSA NOM inches (millimeters). Subject to change without notice. 7-1/8 _ (181) (609) 3 1 (76) 1 5 -15/16 4-1/16 (1 51) (1 ) Example: 2PM3 G B 3 32 24ND 120 GEB Options One 3 -lamp ballast Electronic ballasts, 520% THD Electronic ballast, 110% THD, Instant Start Electronic ballast, 110% THD, Rapid Start Emergency battery pack (nominal 300 lumens; see Life Safety Section) Tandem fixture pairs (shared ballasts) 6' prewire, 3/B' dia., 18-gauge, 3 wires Internal fast -blow fuse Internal slow -blow fuse Lamped; specify lamp type and color Ranged trim for continuous row mounting (end) Ranged trim for continuous row mounting (middle) Heat - removal dampers Air- pattem control blades (A and D models only) Air - closure strips (A and D models only) Painted after fabrication (white enamel) Palletized and stretch - wrapped without individual cartons (10 per), G and MT trim only Two reflector channel covers (3 -lamp models only) Listed and labeled to comply with Canadian Standards Listed and labeled to comply with Mexican Standards I� L /THON /A LIGHT //VG COMMERCIAL FLUORESCENT LIGHTING ONE LRHONIA WAY, CONYERS, GEORGIA 30012, TELEPHONE 770 - 0229000, FAX 770412a-87e0 M w.Yaronia.eom • IN CANADA: 1100 50TH AVE., LACHINE, QUEBEC HOT 2V3 FEATURES • Full family of 3" deep cell parabolic luminaires. • Choice of low iridescent diffuse or specular louver finishes. Also available with new AchromaTM non - iridescent louver finish. • Black reveal provides floating louver appearance, conceals op- tional air supply slots. • Overlapping flange and modular ceiling trims factory installed with standard swing -gate hangers or field convertible with op- tional trim and hanger kits. • Optional heat - removal dampers and air - pattern control blades allow airflow control. • T- hinges die- formed for maximum strength. Latches spring - loaded, concealed in reveal. • Integral T -bar safety clips hold T -bar securely - no fasteners required to install. • Guaranteed for one year against mechanical defects in manufac- ture. SPECIFICATIONS BALLAST - Thermally protected, resetting, Class P, HPF, non -PCB, UL listed, CSA certified ballast is standard. Energy- saving and electronic ballasts are sound rated A. Standard combinations are CBM approved and conform to UL 935. WIRING & ELECTRICAL- Fixture conforms to UL 1570 and is suit- able for damp locations. AWM, TFN orTHHN wire used through- out, rated for required temperatures. MATERIALS - Housing formed from cold - rolled steel. Louvers formed from premium -grade aluminum lighting sheet No asbes- tos is used in this product FINISH - Five -stage iron - phosphate pretreatment ensures supe- rior paint adhesion and rust resistance. Painted parts finished with high - gloss, baked white enamel. LISTING - UL listed and labeled. Listed and labeled to comply with Canadian and Mexican Standards (see Options). Specifications subject to change without notice. PHOTOMETRICS Calculated using the zona I cavity method inaccordance with lESNALM41 procedures. Floor renectances are 20%. Lamp configurations shownaretypical. Fullphotometrledataontheseandotherconfigurationsavallableuponrequest. Zonal Lumens Summary Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0-30 565 19.5 29.5 0-40 1016 35.0 53.0 0-60 1802 62.2 94.1 0.90 1916 66.1 100.0 90-180 0 0.0 0.0 0-180 1916 66.1 100.0 0-30 1212 20.9 31.3 0-40 2094 36.1 54.0 0 -60 3651 63.0 94.1 0-90 3878 66.9 100.0 90-180 0 0.0 0.0 0-180 3878 66.9 100.0 L /THON /A L /GHT /NG COMMERCIAL & INDUSTRIAL FLUORESCENT LIGHTING a Catalog Number Type (� Z PARAMAX• Parabolic Troffer Zonal Lumens Summary Zonal Lumens Summary PM3 l'x4' Zone Lumens %Lamp %Fodore 0-30 1130 19.5 34.6 0-40 1863 32.1 57.0 0-60 3115 53.7 95.3 0-90 3268 56.4 100.0 90.180 0 0.0 0.0 0-180 3268 56.4 100.0 3" Deep Louver 1, 2 or Lamps PM3 G B 132 8LD PM3 G B 2 32 8LD PM3 G B 2 32 16LD Report LTL 6583 - Lumens per lamp = 2900 Report LTL 6584 - Lumens per lamp = 2900 Report LTL 6585 - Lumens per lamp =2900 S/MH (along) 1.2 (across) 1.9 S/MH (along) 1.2 (across) 1.6 S/MH (along) 1.2 (across) 1.3 Coefficient of Utilization Coefficient of Utilization Coefficient of Utilization Ceiling 80% 70% 50% Ceiling W% 70% 50% Ceiling 80% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 0 79 79 79 77 77 77 73 73 73 0 80 80 80 78 78 78 74 74 74 0 67 67 67 66 66 66 63 63 63 1 73 71 69 72 69 67 67 65 64 1 74 12 70 73 70 68 68 66 64 1 63 61 59 61 59 58 57 56 54 2 68 63 60 66 62 59 60 57 54 2 69 64 60 67 63 59 61 58 55 2 58 54 51 57 53 51 51 49 47 3 62 56 52 61 55 51 54 50 47 3 63 57 52 62 56 52 54 51 47 3 54 49 45 52 48 44 46 43 41 4 57 50 45 56 50 45 48 44 41 4 58 51 46 57 50 45 49 44 41 4 50 44 40 48 43 39 42 38 36 5 53 45 40 52 45 39 43 39 35 5 54 46 40 52 45 40 44 39 36 5 46 40 35 45 39 35 38 34 31 6 49 41 35 48 40 35 39 34 31 6 50 41 36 48 41 36 40 35 32 6 43 36 31 42 35 31 34 31 28 7 45 37 32 44 36 31 35 31 27 7 46 38 32 45 37 32 36 31 28 7 40 33 28 39 32 28 31 28 25 8 42 34 28 41 33 28 32 28 24 8 43 34 29 42 34 29 33 28 25 8 37 30 26 36 30 25 29 25 22 9 39 31 26 38 30 25 30 25 22 9 40 31 26 39 31 26 30 26 22 9 35 28 23 34 27 23 27 23 20 10 37 29 23 36 28 23 27 23 20 10 37 29 24 37 29 24 28 23 20 10 32 25 21 32 25 21 25 21 18 ..y Vr fr PM3 1x4 PM3 l'x4' 3" Louver Family, Paramax MOUNTING DATA Continuous row mounting of flanged units requires CRE and CRM trim options (see Options). Ceiling Type Exposed grid tee Concealed grid tee Concealed Z- spline Metal pan (consult factory) Screw slot (consult factory) Acoustical tile, plaster or plasterboard on rigid support parallel to lamps Lay -in Grid (exposed or concealed grid) G Modular Fit -In Trim with swing -gate hangers NOTES: 1 Recommended rough -in dimensions for F trim fixtures 12 "x48" (Tolerance is +1/4 ",- O "). Swing- gateranger to 3.1/4 ", span 11 -1/2" to 14. 5/16 ". ORDERING INFORMATION PM3 I Series PM3 Paramax 3" deep cell parabolic, 1' wide I Trim type G Grid F Overlapping flange MT Modular fit -in ST Screw slot H D B NOTES: 1 12 and 16 cells feature two rows of cells. 2 MVOLT available with GEB101S only. PM31x4 0 1997 Lithonia Lighting, Rev. 6/00 PM31x4.p65 Air function I A Air supply/ return (slots in side trim) Heat removal (through lamp cavity, dampers available) Combination A &H Static (no air function, matching appearance) Number of lamps 1,2,3 Notincluded. Appropriate Trim Type G G, ST F, MT MT ST F _ _r Overlapping Flanged Trim with swing -gate hangers ST Screw or bolt slot grid I Lamp type I 32 32W TO (481 40 40W T12 (481 Number of cells' 6,8, 9,12,16 DIMENSIONS Inches (millimeters). Subject to change without notice. (46) 12 (30 2-1/2 ( 12 (305) 1-13/16 4■••—■ 12 (305) Louver finish LD Low iridescent anodized diffuse silver ND AchromaTM non - iridescent diffuse silver LS Low iridescent anodized specular silver C Diffuse gold anodized (champagne) G Specular gold anodized I Voltage 120, 277, 347, MVOLT' Others available. 1/3 GEB GEBIOIS GEB1ORS EL LST PWS1836 GLR GMF LP_ ACS HRD APB 1 I 7-1/16 t 4 -7/16 (1179) 3 (76) (1 • i 7 -1/16 t 4.7/16 (1179) 3 (76) (1 i 4 Example: PM3 G B 3 32 12LD 120 GEB Options I One 3 -lamp ballast Electronic ballast, 52096 THD Electronic ballast, 51096 THD, Instant Start Electronic ballast, 51096 THD, Rapid Start Emergency battery pack (nominal 300 lumens; see life Safety Section) Tandem fixture pairs 6' prewire, 3/8" dia.,18- gauge, 3 wires Internal fast -blow fuse Internal slow -blow fuse Lamped, specify lamp type and color Air - closure strips (A and D models only) Heat - removal dampers Air - pattern control blades (A and D models only) PAF Painted after fabrication (white enamel) CRE Ranged trim for continuous row mounting (end) CRM Flanged trim for continuous row mounting (middle) CSA listed and labeled to comply with Canadian Standards NOM Listed and labeled to comply with Mexican Standards JP16 Palletized and stretch - wrapped (16 per), G and MT trim only I� L /THON /A LIGHTING COMMERCIAL & INDUSTRIAL FLUORESCENT LIGHTING P.O. BOX A, CONYERS, GEORGIA 30012, TELEPHONE 770-922-9000, FAX 770-860.3106 IN CANADA: 1100 SOTH AVE., LACHINE. QUEBEC HOT 2V3, A UNIT OF N.S.I, HOLDINGS. INC. k: ' ;�vaiS:1,:uiiv7.S;Y3°u3s.mut.. FEATURES • Heavy -duty channel, die - formed from code -gauge steel. Optional aluminum construction available. • Available in tandem -wired lengths. • Sturdy channel cover secured by captive quar- ter-tum latch for easy access to wireway. • High - gloss, baked white enamel finish. • Combination endplate /channel connector fur- nished with each fixture. • Accepts plug -in options for 1, 2 or 3 primary cir- cuits. • For unit or row installations, surface or sus- pended mounting. • Guaranteed for one year against mechanical defects in manufacture. SPECIFICATIONS BALLAST - Thermally protected, resetting, Class P, HPF, non -PCB, UL listed, CSA- certified ballast is stan- dard. Sound rated A. Standard combinations are CBM approved and conform to UL 935. WIRING & ELECTRICAL - Fixture conforms to UL 1570 and is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required tem- peratures. MATERIALS - Housing formed from cold - rolled steel. No asbestos is used in this product. • FINISH - Five -stage iron - phosphate pretreatment en- sures superior paint adhesion and rust resistance. Painted parts finished with high - gloss, baked white enamel. LISTING - Listed and labeled to comply with Cana- dian Standards and Mexican Standards (see options). Specifications subject to change without notice. PHOTOMETRICS Catalog Number Type r 3 ENERGY • Luminaire Efficacy Rating (LER) One -lamp LER.FS = 52. Two -lamp LER.FS = 59. Based on 34W T12 lamp, 2650 lumens, and energy- saving magnetic ballast. Ballast factor = .87. Input watts = 42 (one lamp), 71 (two lamps). Calculated in accordance with NEMA standard LE.5. See LER sheet for details. Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor refiectances are 20%. Full photometric data available upon request. C140 Report LTL 5423 S/MH 1.6 Coefficient of Utilization Ceiling 80% Wall 70% 50% 30% 1 96 90 85 2 86 76 69 3 77 66 58 4 70 58 49 5 64 51 41 10 42 29 21 70% 70% 50% 30% 91 86 81 81 73 66 74 63 55 67 56 47 61 49 40 40 28 21 Zonal Lumens Summary Zone Lumens %Lamp 96Fixture 0-30 400 13.7 14.5 0-40 679 23.2 24.6 0.60 1348 46.1 48.7 0 -90 2263 77.4 81.8 90-180 503 17.2 18.2 0 -180 2766 94.6 100.0 C240 Report 1TL 18235 S /MH 1.6 Coefficient of Utilization 50% Ceiling 80% 70% 50% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 79 75 72 1 92 87 83 88 83 79 76 73 70 67 61 56 2 83 75 68 79 72 66 65 60 56 58 51 46 3 75 65 58 71 62 55 57 51 46 51 44 38 4 69 57 49 65 55 47 50 44 39 45 37 32 5 62 50 42 59 48 40 44 37 32 26 19 15 10 41 29 22 39 28 21 26 19 15 • Zonal Lumens Summary Zone Lumens %lamp 96Fixture 0 -30 906 14.2 15.7 0.40 1544 24.1 26.8 0 -60 3017 47.1 52.3 0 -90 4578 71.5 79.4 90 -180 1187 18.6 20.6 0 -180 5765 90.1 100.0 9V4 L /THON /A LIGHTING '""" COMMERCIAL & INDUSTRIAL FLUORESCENT LIGHTING 1 95 90 85 2 85 77 70 3 78 67 59 4 71 59 50 5 64 51 43 10 42 30 22 General Purpose Strip Zonal Lumens Summary Zone lumens %Lamp %Fixture 0 -30 842 14.5 15.6 0.40 1436 24.8 26.6 0.60 2810 48.5 52.1 0.90 4357 75.1 80.8 90 -180 1033 17.8 19.2 0 -180 5390 92.9 100.0 C Rapid Start 2', 3' or 4' length 1 or 2 lamps C 2 32 Report L 5181 S /MH 1.3 Coefficient of Utilization Ceiling a0% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 91 86 82 79 76 73 81 74 67 67 62 58 74 64 57 59 53 48 67 56 48 52 45 40 61 49 41 45 38 33 40 29 21 26 20 16 C RS NYazd, " .vitttAtn pie :`dOi);,'. C Rapid Start MOUNTING DATA For unit or row installation, surface or suspended mounting. Unit installation - Minimum of two hangers required. Row installation - Two hangers per channel required. One per fixture plus one per row if CONLGC installed. Hooker' (HRC) and HC Hangers - Minimum two per channel (unit and row) See ACCESSORIES below for hanging devices. 2.1/16 (5.33) O E 0.11116 (1.74) DIa.K.O. E - 7/8 (2.22) Dia.K.O. F -1 -1/4 (3.17) Dia.K.O. H - 2 (5.08) Dia.K.O. I Series I C General purpose strip For tandem double - length unit, add prefix T. Example: TC Order S(L 16 CONLGC WGCUN HC36 HRC HRC1 WGCSMR WGCASR CSMR 4YWH CASR 42WH 2-15/16 2.1/16 (7 48) (6,i3) Accessories C RS O 1996 Llthonla Lighting, Rev. 10/97 CRS.PM6 OE 2.1/2 (6.35) .4- 4 -3/8 (11.11) E -► I.- 4 -1/4 ORDERING INFORMATION Number of lamps 1, 2 Not included as separate catalog numbers. Swivel -stem hanger (specify length in 2' increments). Ceiling spacer (adjusts from 1- 1/2'to 2 -1/2' from ceiling). 12'screw -on channel connector. Wireguard, 4' white.' Chain hangers (1 pair, 36' long). Hooker•T•bar hanger (flush to ceiling). Hooker•T -bar hanger (1 -1/2' from ceiling). Wireguard, 4' white for symmetric reflector.' Wireguard, 4' white for asymmetric reflector.' Symmetric reflector, 4' white, 7' aperture? 4' asymmetric reflector, white, 5- 3/4' wide.' 2-15/16 (7.46) 1 • 6 115.24) Lamp type 15 15W TS T12 (18 ') 15PH 15WPH T12 (18 ')' 17 17W T8 (24') 20PH 20W PH T12 (241' 20 20W TS 112 (24') 25 25W T8 (36') 30PH 30W PH T12 (36 ')' 30 30W RS HPF 712 (36') 32 32W TB (48') 40 40W T12 (48'' 60 40W T8 (60') DIMENSIONS Inches (centimeters). Subject to change without notice. Aluminum channels have different mounting details: 48 ", 72" and 96' have only two 7/8" K.O.'s 6" from each end 24' and 36" have only two 7/8" K.O.'s 3 -1/4' from each end NOTES: 1 PH ballasts available in low power factor 120V only. 2 Specify HPF or LPF in options section for 120V, HPF standard on 277V. 3 Order 2 for 8' fixtures. 4 LPF is available for residential buildings only. Voltage I I 120,271.347 ES Others available GEB GtB10 HPF LPF a GLR GNF CS1 CS3 PLF- 2INKO AL ANAL CSA NOM 36 (91.33) -4- 4 -1/4 (10.79) 3-1/4 -.. (8.25) 6-0- 6 115.24) (15.24) (121.92) 48 -. 6 -► 3 (15.24) (25 -i (8.-125/4 • ) - (11.11) L (O1) F D D F o (15.24) + 72 (182.88) 3 -1/4 -. (8.25) H� )D (11.11) E D �-i D F Eo � 4.1/4 I 48 -4- 6 -0.1 (10.79) 1121.92) (15.24) ' (243.84) 4 11 3 -1/4 .... (8.25) (1111) - D TE D o I 48 ,J - (10.79) (121.92) ( 15.2 6-- 4) Example: C 1 40 120 ES GLR Options Energy - saving ballasts (30W or 40W lamps only). Electronic ballasts, , s20%THD. Electronic ballasts, <1096THD. High power factor ballasts (15W and 20W only). Low power factor ballasts (15W, 20W and 30W only). Emergency battery pack (nominal300lumens). Internal fast -blow fuse (add X for external). Internal slow -blow fuse (add X for external). 6' cordset, NEMA 5 -15P SJT, U- ground plug, 120V. 6' cordsel. NEMA L5-15P SJT, twist -lock plug, 120V. Plug -in wiring. Specify 1, 2 or 3 branch circuits and hot wires (A = Black B = Red, C = Blue, AB or AC). 2' K.O. in channel. Aluminum housing, white enamel finish. Anodized aluminum housing, natural finish. Listed and labeled to comply with Canadian Standards. Listed and labeled to comply with Mexican Standards. SW Palletized and stretch- wrapped. (41 L /THON /A L /GHT /NG COMMERCIAL & INDUSTRIAL FLUORESCENT LIGHTING P.O. BOX A, CONYERS, GEORGIA 30012. TELEPHONE 770822.9000, FAX 770-8603106 IN CANADA: 1100 50TH AVE., LACHINE. QUEBEC HST 2V3, A UNIT OF N.S.I. HOLDINGS, INC. volearioxiirimitimialmatuailtittrA PRU -7 BODY STYLES Specifications 1 ---10' { Ordering PRUDENTIAL LIGHTING body style A Blade Louver a Linear Prismatic Lens Construction The housing, which is available in 4 -, 8- or 12 -foot standard lengths, and the end plates, are made of 18 gauge cold rolled steel. The end plates are removable for continuous row instal- lations and the fixtures are secured together and aligned by means of an internal connector sleeve. Fixture is available with a choice of an aluminum parallel blade louver, 3/4 inch high and one inch on center, with a 36' cutoff (A), or an extruded, acrylic lens with a linear prism (B). 4- or 8 -foot fixtures standard lamp rows Finish Type: Job Name: Catalog #: The standard exterior body color is Matte White (YMW) with a 15% gloss or optional Gloss White (YGW) using polyester powder paint. For other colors, refer to Prudential color selector brochure. Mounting Fixture may be suspended with aircraft cables or stems, or can be surface mounted (SUR). IQ single circuit w/ 3 -wire cord t j?Q dual circuit w/ 4 -wire cord YMW matte white t YGW gloss white • For premium colors see Color Selector W white t IWQ white/slotted F4 OPTIONAL SLOTTED TOP (WO) Electrical All fixtures have instant start Electronic Ballasts. Fixtures are UL labeled and I.B.E.W manufactured. series run length in feet circuiting reflector system voltage mounting tinist color 2ZZ 41 CA48 aircraft cable • 6'- 48' adjustable • specify longer lengths SSC' stem mount • specify length In hares SUR surface mount Emergency applications Specify prefix 'PRU EL' (600 lumen output) or 'PRU EH' (1200 lumen output). See Emergency brochure for technical data. Z 1— W J U 00 CO O J = I-- w0 2 LL Q = a I— w Z 1-._ I— O Z I— LL! • w U o, o w • w . F— LL O 111 Z ' U = . O ~ Z PRU -7 Photometric data F'RU 7 A 0.1 2T8- SC-VMW•OW 120 1500 1200 900 600 600 900 1200 1500 PRU- 7 -B -04- 2T8- SC -YMW -W -120 Installation Continuous mount -11-A l Individual mount il-A 101 1 A •1'/i Location of stem mount 481 96 or 144' 160• 0 5 15 25 120' 35 45 55 65 75 90 85 90 95 105 115 60 125 135 145 155 165 175 180 A -v. Location of cable mount or cable/cord mount Candlepower Summary Zonal Lumen Summary outpul Angle 0' 22.5• 45• 67.5' 90' lumens Zone Lumens Lamp 0 S 15 25 35 45 55 65 75 85 90 95 105 115 125 135 145 155 165 175 180 1113 1128 961 855 723 561 378 214 102 35 20 34 56 51 45 40 37 33 28 28 23 Angle 0' 1433 1422 1321 1159 961 737 492 255 125 26 0 0 0 3 5 8 11 13 13 15 13 1113 1048 1000 871 756 614 447 276 146 68 60 81 128 161 161 136 97 54 40 27 23 1113 1117 1063 93S 842 736 580 396 236 145 123 1S3 186 219 219 258 196 126 76 30 23 Candlepower Summary 1 output 22.5• 45• 67.5' 90' lumens 1433 1422 1323 1167 974 757 528 312 164 55 28 12 3 3 6 7 9 12 13 14 13 Af 111 10 1433 1425 1340 1208 1043 865 679 501 336 151 75 55 36 20 9 6 9 12 13 13 1113 1099 1075 1039 975 867 703 510 372 218 185 211 240 256 256 301 269 176 90 28 23 1433 1422 1357 1258 1139 1018 890 761 576 205 78 73 64 43 22 5 S 6 10 13 13 1113 1034 1121 1013 1047 959 801 625 423 216 190 227 247 263 263 316 297 197 89 23 23 1433 1424 1368 1291 1200 1109 1020 896 670 187 37 33 47 50 28 5 4 7 11 13 13 103 103 293 439 541 571 518 401 275 165 155 155 185 195 189 166 113 56 19 3 3 137 378 559 662 686 637 532 384 151 43 33 23 12 5 5 4 3 1 0.30• 0.40' 0.60• 0.90• 90.120' 90.130• 90.150' 90.180• 0-180• 835 1376 2465 3306 535 724 1003 1081 4387 efficiency • 75.6% 14.4 23.7 42.5 57.0 9.20 12.50 17.30 18.6 75.60 Luminance Summary (cd /m') Angie 0• 45• 45 55 65 75 85 Zone 0.30• 0-40• 0.60• 0-90• 40.90' 60.90• 90 -180• 0.180• 45 55 65 75 85 1808 1332 861 4% 224 1072 1734 3058 4124 2389 1066 130 4254 efficiency • 69.8% 3904 3211 2263 1809 1121 2479 2163 1713 1260 1053 Zonal Lumen Summary 17.59 28.44 50.13 67.62 39.18 17.48 2.14 69.15 Suspension T-bar (by others) slip ring 1/4 - 20 coupling 1/16' dia. cable canopy adjustable hanger luminaire 4596 4451 4450 4868 6489 Alf tot I 19.00 31.40 5620 75.40 12.20 16.50 22.90 24.60 100.00 90• 4040 4051 4033 3991 4014 % x Lumens Lamp Luminaire Luminance Summary (cd /mr) 25.21 40.77 71.87 96.94 56.17 25.07 106 100.00 Angle 0' 45' 90' 5895 6682 7970 9733 8060 Coefficients of Utilization Luminaire Floor effective floor cavity reflectance • .20 Ceiling 80 70 50 Wall 70 50 30 10 70 50 30 10 SO 30 10 xR 0 1 2 3 4 5 6 7 8 9 10 Floor Ceiling Wall out 0 1 2 3 4 5 6 7 8 9 10 .86 .86.86.86 .77 .73.70.67 .70.64.58.54 .64 .56.50.45 .58 .49.43.38 .53 .44.37.32 .49 .39.33.28 .46 .36 .29 24 .42 .32 .26 22 .39.30.23.19 .37 .27.21.17 Coefficients of Utilization .83.833.83.83 .75.72.69.66 .68 .63.58.54 .62 55.49.45 .57 .49.43.38 52.43.37.32 .48 .39 .32 28 .44.352924 .41 31.25 21 .38 28.22.18 35 .26.20.16 91 .81 .81 .81 .73.70.67 .64 .66 .61 .56 .52 .60.53.40.43 55.47.41 .36 51 .42.36.31 .47 38 32 27 .43 .34 28 .24 .40 .31 .25 .24 .372823.19 35 26 21 .17 .80.80.80.80 .73.70.67.65 .66 .61 57 .53 .60.54.59.44 .55.48.42.38 .50 .42.36.32 .46 .43342824 .40 .31 25 21 372822.18 342520.16 Internal connector sleeve .74.74.74 .63 .61 .59 .55 .51 .48 .48.44.40 .43.38.34 .38.33 .29 .342925 .31 26 22 .282320 .26 21.18 .24.19.16 effective floor cavity reflectance • .20 BO 70 50 70 50 30 10 70 50 30 10 50 30 10 .76.76.76 .67.64.62 .58 55 51 .51 .47 .43 .46 .41 .37 .40 35.31 .36 .31 .27 .33 27 24 .292421 .27 21 .18 .24 .19 .16 1. e�\M'} { , :: 9ldau' k: n. iSS1.' C-+ hi ;t2,;- 4?',s, ^.� •ki<.11 �K.2}:.ds ?d k4; r+'C°5.4 Equipment Model Noise Level' Location Number of units Total Used In Design Condensing Units Data Aire DAFC ioo 79.6 dB(A) at 5' Roof of building 3 3 Emergency Generators Onan DFJD 94 dB(A) at 21' First floor of building 1 1 July 8, 2001 Michael R. Yantis Associates, Inc. consulting in acoustics and vibration Kurt Nelson Callison Architecture 1420 Fifth Ave #2400 Seattle, WA 98101 -2343 I' I ! ! r !nr s f ri th?+i the PrFr. TT CI / T 'CK gr5pyovn are • • - n;-t : r ti • 1 - ..)r .(El1 o RE: Boeing Employees Credit Union Data Center Expansion, Tukwilla, WA Kurt, The following report documents the results of a noise assessment and recommendations for the Boeing Employees Credit Union in Tukwila, Washington. The objectives of the assessment were: Table 1: New Mechanical Equipment EQUIPMENT The new mechanical system equipment planned for the Boeing Employees Credit Union includes the following: • to predict noise levels at the property line during a period of normal operation of the equipment in the building; and • to evaluate the noise levels at the property line with respect to the City of Tukwila Noise Ordinance. 1809 Seventh Avenue, Suite 1609 Seattle, Washington 98101 206.583.0465 tel 583.0615 fax www.yantis.com INCOMPLETE M5.CEIVED f;ITY OF TUKWILA JUL 0 9 2001 CEVNTER 9 Boeing Emplo,s Credit Union Michael R. Yantis Associates, Inc., P.S. Page 2 General information and acoustical data for the equipment are enclosed. The noise generated by these units and received at the neighboring properties was assessed in relationship to the City of Tukwila Noise Ordinance requirements. NOISE ORDINANCE The property for the Boeing Employees Credit Union has a Commercial /Light Commercial zoning designation. The properties to the north, west, and south are also commercially zoned. A residentially zoned property is located across the Duwamish River to the Northeast. The City of Tukwila Ordinance) limits the noise generated by a commercially zoned property and received by a residentially zoned property to 57 dB(A) between the hours of 7:00 AM and 10:00 PM. Between the hours of 10:00 PM and 7:oo AM during weekdays, and between the hours of 10:00 PM and 9:00 AM on weekends, the Ordinance limits the noise levels to 47 dB(A). Additionally, the Ordinance limits the noise generated by a commercially zoned property received by a commercially zoned property to 6o dB(A) during daytime and nighttime hours. It is our understanding that the BECU generator will be providing backup power for the equipment in the data center only, and not for any emergency equipment or phone lines that support the E -911 services. Consequently, the generator will have to meet daytime and nighttime ordinance requirements when operating during testing operations and when operating during a power outage. It is also our understanding that the drycoolers are operating on a continuous cycle, 24 hours a day, and consequently must meet both daytime and nighttime ordinance limits. PREDICTED NOISE LEVELS Equipment noise received at the neighboring properties was predicted based on a point- source noise propagation model. Barrier attenuation was used in the model where the building itself, the rooftop parapet, or grade features acted as a barrier. Predictions were made for noise received at the property lines at grade level. Using the model described above, the noise received at the adjacent properties was predicted for the condensing units and generators as shown in the following table. 1 Chapter 8.22, Noise. \ \NTSERVER01 \PROJECTS\2001 \BECU Tukwilla Generator \BECU - report- rev.doc • ..,..._. ......... . ....... ........,.,..,..k- ...,o »,.wne« + �renat'aY+rmu ' . r3!a�tyk ti'i SO WAW.AWOO W r,t zo .x.mr " -Av xxi a;^swCe,!~ 0,YO uASa! w� re+nxw :�:naMr {w„.3 Ve Property Distance Zoning Predicted Noise Level Daytime Noise Limit Nighttime Noise Limit Sources Northeast 23o' Residential 73 dB(A) 57 dB(A) 47 dB(A) Generator, Drycoolers North 25o' Commercial 72 dB(A) 6o dB(A) 6o dB(A) Generator, Drycoolers West 52o' Commercial 55 dB(A) 6o dB(A) 6o dB(A) Generator, Drycoolers Generator, Drycoolers South 420' Commercial 57 dB(A) 6o dB(A) 6o dB(A) Octave Band Center Frequency (Hz) 63 125 250 50o soon 2000 4000 8000 Dynamic insertion Loss (dB) 11 21 25 43 47 44 39 22 Boeing Emplo s Credit Union Michael R. Yantis Associates, Inc., P.S. Table 2: Predicted Noise Levels, in dB(A) re zo !Rascals Page 3 As the above table indicates, the noise generated by the equipment and received at the adjacent properties is expected to exceed the City of Tukwila Noise Ordinance limit of 6o dB(A) at the north commercial property as well as the nighttime noise ordinance limit of 47 dBA at the northeast residential properties. RECOMMENDAT/ONS In order for the equipment to meet the ordinance requirements, we recommend implementing the following: Condensing Units The condensing units will be installed behind an existing 15' tall screen wall. Although the bottom of the screen wall is held 2' -6" above deck, the screen is expected to reduce noise levels from these units to 40 -43 dBA. Generators o Install a bank of five foot long duct silencers (sound traps) at the engine air intake louvers. The sound traps should have minimum dynamic insertion loss in dB per octave band as follows: Table 4: Duct Silencer Dynamic insertion Loss, in dB Manufacturer reported data indicates that an IAC model 5S silencer will provide the required dynamic insertion loss. According to the manufacturer, the silencer produces o.o6" static pressure drop at a face velocity of 33o fpm. \ \NTSERVERoi \PROJECTS \2ooi \BECU Tukwilla Generator \BECU - report - rev.doc ! C+ i�iii� . ♦ ...... «w,.r. h W.444' 'V(Zi 4$4. st6 2' WI/dtq� 44. :� Octave Band Center Frequency (Hz) 63 125 25o 500 woo 2000 4000 8000 Dynamic insertion Loss (dB) 8 18 24 4 45 46 41 26 Boeing Emplu;'s Credit Union Michael R. Yantis Associates, Inc., P.S. ❑ Install a bank of five foot long duct silencers (sound traps) at the engine air discharge louvers. The sound traps should have minimum dynamic insertion loss in dB per octave band as follows: Table 4: Duct Silencer Dynamic insertion Loss, in dB Manufacturer reported data indicates that an IAC model 3S silencer will provide the required dynamic insertion loss. According to the manufacturer, the silencer produces 0.28" static pressure drop at a face velocity of 840 fpm. ❑ Install a muffler on the engine exhaust stack designed as specified in Appendix II. ❑ Line at least 2 adjacent walls of the inside of the both the generator room and the generator discharge plenum with 3" thick acoustical fill behind hardware cloth or perforated sheetmetal or aluminum metal panels, on 3" furring. See Figure 1 in Appendix III. A prefabricated product is available from Alpro Acoustics: ALPRO Aluminum Wall Panels, Type "D" or "F ", represented by Bill Plunkett, (206) 322 -0250. Acoustical fill can be any of the following: ❑ R -ii fiberglass batts or Rockwool inulation with a vapor barrier. ❑ R -11 fiberglass batts or Rockwool inulation encased in 2 mil (maximum thickness) plastic bags for moisture protection if desired. Represented by Dick Mitchell at Paragon Pacific Insulation in Kent, WA (253) 872 - o800. ❑ Install seals on the doors into the generator room as follows: ❑ Bottom: Pemko 314XN ❑ Threshold: Pemko 2005 ❑ Perimeter: Pemko 281CXM Magnetic Seals and Double Pemko S -88 Silicon Seals. \ \NTSERVERoi \PROJECTS \2ooi \BECU Tukwilla Generator \BECU - report- rev.doc Page 4 Property Zoning Predicted Noise Level Noise Limit Northeast Residential 44 dB(A) 47 dB(A) North Commercial 44 dB(A) 6o dB(A) West Commercial 38 dB(A) 6o dB(A) South Commercial 44 dB(A) 6o dB(A) Boeing Emplo` Credit Union Michael R. Yantis Associates, Inc., P.S. CONCLUSION With the addition of the recommended mitigation measures, noise received at the adjacent properties was predicted and the levels are shown in the following tables. Table 4: Mitigated Noise Levels, in dB(A) re 20 !Pascals As the above table indicates, with the implementation of the recommended noise mitigation, the noise generated by the equipment and received by the surrounding properties is expected to be consistent with the City of Tukwila Noise Ordinance. Please call if I can answer any questions or provide additional information. Warm regards I M hael ' . Yant MRY /a \ \NTSERV" \PROJECTS \zool \BECU Tukwilla Generator \BECU - report- rev.doc \ \NTSERVERos \PROJECTS \2ooi \BECU Tukwilla Generator \BECU - report- rev.doc Page 5 V Boeing Emplo:\ Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX I APPENDIX I: GENERAL DISCUSSION OF NOISE Environmental noise typically refers to the total acoustic environment as measured or heard by humans. This acoustic environment is made up of background noise caused by distant traffic, airplanes, etc., and higher level noise dominated by nearby sources such as car pass -bys, airplane flyovers, or close construction activity. The most commonly used measure of sound is the sound pressure level (SPL), which represents the magnitude of the sound re pressure in the air. JU' 0 The human ear responds differently to sounds at different frequencies (pitch). This is demonstrated by the fact that we hear higher pitched sounds easier w = . than lower ones of the same magnitude. To compensate for the different w o loudness " as perceived by humans at different pitches, a standard weighting curve is applied to measured levels. This weighting curve represents the human ear's sensitivity, and is labeled "A" weighting. The units of magnitude u of the sound are written dBA ( "A" weighted decibels), which is a logarithmic = w scale. Z The nature of dB scales means that individual dB ratings for different noise w o sources cannot be added directly to give the dB rating of the combination of 2 o these sources. Two noise sources producing equal dB rating at a given 8 location will produce a composite noise that is 3 dB greater than the individual o F- levels. Similarly, the loudness of sounds does not vary arithmetically. The ear has some difficulty detecting the difference in loudness between sounds that LL o have a difference of 3 dB. A 5 dB difference is easily detectable, and a sound w z that is 10 dB more than another sounds twice as loud. o 0 The following table presents examples of common noise levels: SPL(dBA) Example o Threshold of audibility 2 0 Quiet rural area (no traffic) 4 Suburban neighborhood (distant traffic) 6o Normal conversation 7o Busy freeway 10o Jackhammer 13o Threshold of pain A noise descriptor is the Equivalent Noise Level L which is the dBA level of a constant sound which has the same acoustical energy as the time - varying noise. The EPA describes it: "The equivalent sound level is a single value of sound level for any desired duration, which includes all of the time - varying sound energy in the measurement period ". Therefore, a sound that was 6o dBA for ten minutes, and 7o dBA for ten minutes would have an L for the total time period of 67 dBA (remember, logarithms do not add together directly). It \ \NTSERVER01 \PROJECTS\2001 \BECU Tukwilla Generator \BECU - report- rev.doc + iii: w' Iair' Ah: � .°:§z'n'r}Yiw.u:7an'2`i - • + " �' K'fr"s:ri;3U� -` i ? ;:44'Vi :+^>'v+` t r Xi'0 N ',•<ii ii1G "' ": Zed d' 'ATV r dy?ikFSr `. •N; t. `. b� CSw.�.°str Boeing Emplols Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX I can be seen that the higher level sounds are weighted heavier in the calculation, because they have more energy. The L or day -night equivalent sound level, is the L measured over a 24 hour period, with a io dBA penalty applied to night -time levels (so:oo p.m. to 7:oo a.m.). \ \NTSERVERoi \PROJECTS \2oo1 \BECU Tukwilla Generator \BECU - report - rev.doc Boeing Emplo; Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX II APPENDIX //: Generator Exhaust Stack Specification Noise readings shall be documented at three locations from the end of the exhaust stack. Each location shall be 25 feet away (perpendicular distance) from the exhaust stack. The spacing between measurement locations shall be as shown in the following sketch. Measurements shall be in terms of A- weighted decibels, referenced to 20 micropascals. The measurement environment shall consist of the exhaust pipe protruding through the side wall of a building, otherwise free of obstructions or reflecting objects for a distance of 3o feet from the building, other than the ground, which shall be asphalt or concrete. Generator combustion exhaust noise levels shall not exceed 55 dBA at any of these locations. Generator 4-- \ \NTSERVERoi \PROJECTS \2oo1 \BECU Tukwilla Generator \BECU - report - rev.doc 45 deg. Angle (tYP. ) Boeing Emplo;` s Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX III: FIGURES \ \NTSERVERoi \PROJECTS \2ooi \BECU Tukwilla Generator \BECU•report - rev.doc APPENDIX III PLAN Igure Scale: 2" =1' -0" 25% OPEN AREA PERFORATED SHEETMETAL OR HARDWARE CLOTH 3" TO 3 -1/2" ACOUSTICAL FILL 2X4 WOOD STUDS @ 24" O.C. WALL CONSTRUCTION PER PLANS Absorbtive furred wall detail TOP OF WALL BOTTOM OF WALL SECTION 2X4 WOOD RUNNER NOTES: 1. TO PREVENT ELECTROLYSIS, INSTALL RUBBER GASKETS BETWEEN ALUMINUM AND STEEL PLATES. 25% OPEN AREA PERFORATED SHEETMETAL OR HARDWARE CLOTH 3" TO 3 -1/2" ACOUSTICAL FILL WALL CONSTRUCTION PER PLANS 2X4 WOOD RUNNER BECU Data Center Michael R. Yantis Associates, Inc., P.S. Project #: Date: 6/22/01 Drawn By: AMB Checked By: MRY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO. THE QUALITY OF THE DOCUMENT. � Boeing Emplon5 Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX IV APPENDIX IV EQUIPMENT CUT SHEETS \ \NTSERVER01 \PROJECTS\20011BECU Tukwilla Generator\BECU - report - rev.doc Configuration Octave Band Center Frequency (Hz) Sound Power Level 63 125 250 500 1000 2000 4000 8000 Standard - Unhoused 89 104 108 114 115 114 112 110 121 Configuration Test Distance (Meter) Position Sound Pressure Level 1 2 3 4 5 6 7 8 Standard Unhoused 7 93 93 93 95 90 94 94 94 94 16 80 87 86 88 85 87 87 87 86 7 meter sound pressure level values are in the "acoustic near field" and should not be used to calculate sound pressure levels at other distances from the generator set. For this purpose, use 16 meter sound pressure level values or sound power level values. Measured Sound Performance P05 7 P08 6 A- Weighted Sound Pressure Level at 7 m and 16 m - dB(A) 1. Tests conducted per ANSI S1.13 -1971 using circular array field method at 7 m and 16 m distance, respectively. 2. Tests performed at rated load with 40 °C radiator -fan package. Heat exchanger /remote radiator levels will be lower. 3. Data at Standard configuration does not include exhaust noise. 4. Reference sound pressure is 20 pPa. 5. Average Pressure Level is logarithmic average. 6. The data is subject to instrumentation, measurement, and generator set variability. A- Weighted Sound Power Level - dB(A) 1000DFHD 60 Hz P0S 5 P06 4 POS3 1. Tests conducted per 79/113 /EEC using hemispherical array method with 10 m radius centered 1.5 m above the gr 2. Tests performed at rated load with 40 °C radiator -fan package. Heat exchanger /remote radiator levels will be lower. 3. Data at Standard configuration does not include exhaust noise. 4. Reference sound power is 1 pW =1 x t W. 5. The data is subject to Instrumentation, measurement, and generator set variability. Onan Corporation Data and specifications subject to change without notice. Bulletin MSP - 173A it 13:11 FAX 1 2Ub "I) d %01, 14 :OS FAX 206505670i _.11)15 DATA A1iE DOUBLE WIDE FLI11D COOLERS, DAFC MODEL 57THRU 100 NOTE: A 008.1181.E ML1)E. MHO GOWN !MPS AS 11110 ETIUALLT 5TttD =TOM 11UT NIS5t 96 uOtLNTEO SOE 9Y }11X lw0 Ne c q*E'TED A SMOLE SOURCE Of UPOM o151AaA1 N. _ Ix1N mit G CAN OE D USN0 A PCTORY Wit.tACE OCPPRCR Ca WO. HIGH '4131:014C pROvuX0 WRVS= WRING FIRM ORE K ELECTRICAL BOX Tn THE COM 6 ft00t1/1RD. THE SECTION ON ME RIGHT HA9 A QW'L TE QA:cow-ft. 00X. THE GTIIER 1415 AN F1lETRICJA. INOX 11492 0110 WAS A TERIYIWL L31AQC. YAM OM IgCit Mi. FEL) 00MIEC11:D 0E11IED1 'THE ZLEC RCM. 9011 OF 114E RG 1f &EGTION 1C THE aCCTR1CAL. OOX CN 118E LLFT, TANS MALL CYCLE IN O NK5 OF MEL REFER TOLACAL ELECTRICAL tea. Law O OOICL. FlJ.80 COOLSR5 HAVE 1D' AT EHO eF 1)100 L wLna1E31. Ml NUM 4110 OUTLET tPl•, CONKL110N Sett 0C ] 6/6' M10Hdll Lima 1 OR 3 MIN w1) aL0 Ia.it1 CM_ OOxiZ. RECOYIQfDED O.F CORPOMENTPOMENT ACCESS TO 1£ :L CLEARANCE FOR ALL. OTHER , otIR7 SOU TO e : 24' tOwtCrow wrtnt06 riCT01IT A/99.105 111&11 4101.1%0E (FIQQ PRp lO03 PO! LOCAL CODl7. 8Er1.11 14 ;E MMMA STRIPS OF ELECTRIC i.' 0071£5. & 10 10 COFIOUQCR3. LENGTH 92 -1/4" 1400EL 'NUMBER DAFC 57 DAFC 61 DAFC 7, DAEC S0 162-I/4" °AFC 98 OAF'& 100 122-1/4" . 122-1/4' 122 -1/4' 152 -1 /4 toff HET WT. 1330 'OT1 1.LOTORS 8 1490 16110 1.200 A 8 :5;120 10 •129 J 10 17.00 SECTIONS ARE 'SPED LOOSE ANO ABE TO DE •I2114E0 IN THE F1'4B. Ali11J SPB TURNER nom upC VOLTA UPR.T 11!IE tattionor of l C AOwiRROL botc1 new Low 401,1110E CAMI11q„ 770w etc) STMQ)►Rf FUJO COOLER H.P. 7/4 7/4 J/4 ]/4 J/4 5/4 RPMITOTAL C 1.4 1075 29.500 1073( 44.000 10751 39.000 10731 ,23,000 10751 4 0.000 10 751 48.000 MOTOR FLA ,. /2..17v a60V 25.2 43.8 .53.5 357.0 42.0 12.5 tea NS,H 10.0 21.0 21.0 59 - 7 72.0 i4M NR CLEARWCE LOW DECIBEL FUNO COOLER HA: 1/2, 1/2 1/2 850 1/2 1/2 RPM 850 850 850 350 b60 TOTAL 0$14 23,.600 ,000 31,200 1110TOR RA 201/2SW Aariv 11.2 29.8 25.6' 3 32.0 L5 12.8 12.5 12.a 30,200 34,400 Ig1 O02 C6 LkarVrv3dt Z11 nwi4�`17.i.'c Boeing Employ Credit Union Michael R. Yantis Associates, Inc., P.S. APPENDIX V APPENDIX V.• PRODUCT CUT SHEETS \ \NTSERVER01 \PROJECTS\2001 \BECU Tukwilla Generator \BECU - report- rev.doc ; IAG'Y £.. M _ • - Number . „ Band• • Hz • • • .. 1,. • 2.. 3i. 41 . . g:• &,.,•-••• , .. • •, 8t - 63• 125. • 250' • • 500 1K.:* • 2K• •..• • 4K • •, : 8K ' f=ace -. V elocity,. fpm ” ": Dynamic Insertion. Loss; dB• = ,• 24 130', 36 142 –2000 ' 30. 36:`C 42' 14 21 31 37 33 24 i 3S -1000 +1000 tit■ 13 12 17 16 30 28 36 35 33 35 26 28 V) I's 256 +2000 319 10 15 25 34 35 28 199 2261170120712431288 –2000 325 23 26 44 48 44 37 22 5S –1000 +1000 rm 21 18 25 24 43 40 47 45 44 46 39 41 22 26 • +2000 16 22 38 45 46 41 26 –2000 24 38 48 53 46 42 30 7S –1000 +1000 CVO r r 23 20 37 35 46 45 51 50 48 48 44 45 30 34 +2000 17 34 44 49 49 45 35 –2000 to (D C7 CO N N N r 43 54 55 53 49 42 1 US –1000 +1000 CIO 42 42 52 52 55 55 53 53 51 51 42 45 +2000 41 52 55 53 51 48 Nominal:. Length: W;•in... 6 6• I 6 12.1 12` 1.12: 12. 12. 12 12'1 24 24 1 24.. 24 24• 24. 36 36• 36 36': t-E in: f I 12 1 2 4 136: 12. 1a: 1 24 30 1 36' 42 1 481 18• 24 130', 36 142 48 ' 30. 36:`C 42' 48!' 3 feet Aft lb 22 35 491 331 431 521 62 74 83 931 71 861102 132 147 1421162 182 204 5 feet 40, 63, 87 561 73 89 1107 125 141 1158 1121 1147 11731204 230 256 2491284 319 355 7feet 551 881122 781102 1251150 176 199 2261170120712431288 325 3621 — 1 — 1 — — 10 feet 7711231171 111115511771212 250 — , — 241129313451405 1 1 1 — 1 .4 Type S Quiet -Duct Silencers have been rated with procedures certified in accordance with applicable portions of ASTM E 477. All �i Dynamic Insertion Loss and Self -Noise Acoustic Performance Data were obtained in IAC's Aero - Acoustic Laboratory using the duct-to- room reverberant test facility with air flowing through the silencers. • Forward Flow ( +) occurs when noise and air travel in the same direction, as in a typical supply or fan discharge system. • Reverse Flow ( —) occurs when noise and air travel in opposite directions, as in a typical return or fan intake system. y For other IAC Rectangular Silencers, Tubular Silencers, and Acoustic Diffuser Silencers see Application Manual. Use manual or computerized SNAP FORM for System Noise Analysis Procedures. NOTE: ( –) indicates size not available as standard. HOw TO DESIGNATE TYPE 5 QUIET -DUCT MODELS AND SIZES Length, L (Feet) TABLE I DIMENSIONS AND WEIGHTS OF 5 SILENCER MODULES TABLE II DYNAMIC INSERTION LOSS (DIL) RATINGS: FORWARD ( +) / REVERSE ( -) FLOW C5 8 24 18] y Type Width, W Height, H S (Inches) (Inches) NOTE: All DIL and Self -Noise Acoustic Performance Data were obtained in IAC's Aero•Acoustic Labora ory using the duct -to -room reverberant test facility with air flowing through the silencers. See reverse side for Self-Noise and Aerodynamic Data. ALSO SEE REVERSE SIDE FOR NOTE ON WHEN DILs EXCEED 50 dB INDUSTRIAL ACOUSTICS COMPANY -n •.;t�Si No.:.66‘:.N5- x.SR;:,ksetui,� 13 Model. Number : . . . Octave Band Hz 1 I 2 3 1 4 15 6 1 7 1 8' 63 1 125 250 1 5001 1K 2K 1 4K 1 8K Silencer Face Velocity, tom. ' Self- Noise Power Levels, dB PWL Adjustment Factor, dB -2000 68 62 61 66 61 64 67 66 0.50 -1500 62 57 57 61 59 61 60 55 0.66 -1000 54 51 50 51 54 56 52 40 S - 750 48 46 46 46 52 53 45 29 All - 500 40 40 39 36 47 48 37 <20 C.0 f- (n (D v Md(n LID r- cfm 6 x 12 0.5 185 Sizes + 500 + 750 29 41 35 42 30 40 31 40 35 43 22 33 <20 22 840 +1000 49 49 47 46 49 42 32 830 +1500 61 56 57 55 57 53 46 1.5 +2000 69 63 64 61 63 62 56 Quiet - Duct. Face Area, sq ft* 0.5 1 2 4 8 16 32 64 128 PWL Adjustment Factor, dB - 9 - 6 - 3 0 +3 +6 +9 +12 +15 Ph eical Data Model ' Static Pressure Dro ., I 0.60 0.75 .. 1.00 .1.25 :°:1.381? ,Nominal Size W x H (In) ' . Silencer Face Area (sq ft) 3 S 0.05 0.10 0.15 0.20 . 0.25 0.30 0.40 0.50 5•S 0.06 0.11 0.17 0.22 0.28 •0.33 0.44 0.55 0.66 0.83 .1.10. 7 S' 0.D6 0.12 0.18 0.24 ' 0.30 0.36 0.48 0.60 0.72 0.90. 1 :20 1.5D s• 10 S 0 0 0.20 0.27 0.34•. • 0.40 0.54 0.68 0.80 1.00 1.36 Airflow, cfm 6 x 12 0.5 185 265 325 370 415 455 525 590 645 720 840 930 6 x 24 . 1.0 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 6 x 36 1.5 555 790 970 1110 1245 1365 1575 1765 1935 2160 2490 2790 12 x 12 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 12 x 18 555 790 • 970 1110 1245 1365 1575 1765 1935 2160 2490 2790 12 x 24 740 1050 1290 1480 1660 1820 2100 2350 2580 2880 3220 3720 12 x 30 N 925 1315 1615 1850 2075 2275 2625 2940 3225 3600 4150 4650 12 x 36 1110 1580 1940 2220 2490 2730 3150 3530 3870 4320 4980 5580 12 x 42 1295 1840 2260 2590 2900 3190 3675 4115 4515 5040 5615 6515 12 x 48 1480 2100 2580 2960 3320 3640 4200 4700 5160 5760 6640 7440 24 x18 W V P cll ? W 0 0 0 0 0 0 arc 1110 1580 1940 2220 2490 2730 3150 3530 3870 4320 4980 5580 24 x 24 1480 2100 2580 2960 3320 3640 4200 4700 5160 5760 6640 7440 24 x 30 1850 2630 3230 3700 4150 4550 5250 5880 6450 7200 8300 9300 24 x 36 2220 3150 3870 4440 4980 5460 6300 7050 7740 8640 9960 11150 24 x 42 2590 3675 4515 5175 5800 6375 7350 8225 9025 10075 11625 13025 24 x 48 2960 4200 5160 5920 6640 7280 8400 9400 10300 11500 13300 14900 36 x 30 7.5 2775 3945 4845 5550 6225 6825 7875 8820 9675 10800 12450 13950 36 x 36 9.0 3330 4730 5810 6660 7470 8190 9450 10600 11600 12950 14950 16750 36 x 42 10.5 3885 5525 6775 7775 8725 9550 11025 12350 13550 15125 17425 19525 36 x 48 12.0 4440 6300 7740 8880 9960 10900 12600 14100 15500 17300 19900 22300 Silencer ng Face Velocityity, , fpm 370 525 645 740 830 910 1050 1175 1290 1440 1660 1860 NOTE 1: Individual modules can be assemoled in multiples to build silencer "banks" of sizes other than those listed above. Airflow capacity of any silencer bank is the sum of capacities of individual modules. ( -) in silencer weight column indicates that size is not available as standard. NOTE 2: The tabulated air flow is In cfm based upon tests conducted in the IAC Research & Development Laboratory Facilities in accordance with applicable sections of internationally recognized airflow test codes. These codes require specified lengths of straight duct both 14 BULLETIN 01.6 TABLE III AERODYNAMIC PERFORMANCE DATA OF S SILENCER MODULES TASLE IV SELF -NOISE POWER LEVELS, ell re: 1 O 2 WATTS TABLE V FACE AREA ADJUSTMENT FACTORS Add or subtract from PWL above For intermediate face areas, interpolate to nearest whole number. THE STANDARD OF SILENCE upstream and downstream for the test specimen. The downstream measuremen s are made far enough downstream to include "static regain ". Therefore, if silencers are installed immediately before or after elbows, or transitions, or at the intake or discharge of the system, sufficient allowance to compensate for these factors must be included when calculating the operating static pressure loss through the silencer. These conditions can add from 1/2 to several velocity heads. depending on specific conditions. All acoustic and aerodynamic data obtained on 24 in. x 24 in. production units. WHEN DIL REQUIREMENTS EXCEED 50 dB • Noise flanking around the silencer or along duct silencer walls may limit actual performanbe to approximately 50 dB Dynamic Insertion Loss for many systems. • Self -Noise interference should be checked out especially for systems with high noise reduction requirements. • Specially designed silencers and full -scale or scale -model testing are available for applications requiring silencing in ex- cess of 50 dB or other unusual requirement. • Call your local IAC Representative for details CONVERSIONS Multiply. By To Obtain cfm 4.719 x 10 cubic meters per second (m fpm 0.00508 meters per second (m/s) in. 25.4 millimeters (mm) i.w.g 249.1 Newtons per square meter (N /m It 0.3048 meters (m) ft2 0.0929 square meters (m2) lb 0.4535 kilogram (kg) DIL, Self- Noise, and Airflow Data CERTIFIED in accordance with ASTM E-477 We reserve the right to improve design and specifications without notice at any time. AVAILABLE UPON REQUEST: Specially designed silencers and full -scale or model testing for unusual applications. NOTE: PAGES 5 THROUGH 64 OF THIS CATALOG ARE AVAILABLE AS INDIVIDUAL SHEETS FROM INDUSTRIAL ACOUSTICS COMPANY. REQUEST BY NUMBER SHOWN IN UPPER RIGHT HAND CORNER. SOS 1.2 c' x i3xSt i .... YfVd' 1 1 4 1 4 4 t C C C C C C C C C IC C C C C C C C 1• 1 STC Rating The range of sound frequencies used in these tests is that of normal human speech and hearing, and in most cases the level of attenuation achieved does not totally eliminate but rather muffles the sound to an unintelligible level. The chart shown right compares the level of speech that would be heard through a door system having the indicated active STC rating (active STC rating is for an operable system as contrasted to the sealed -in -place rating of the door only.) ACME STC -30 STC -35 STC -40 STC -45 STC -48 STC -50 Graphic Test Results of SoundSealTM Systems 2A 60 50 40 30 20 Illustration of SoundSeal"' Systems 2A alternate position 125 250 500 1000 2000 4000 FREQUENCY, Hz I I S88 • Note: Doors hung with a full length continuous geared aluminum PemkoHingeru (see pages 110 -119) provide improved attenuation over standard hinges. hinge side head STC RAM IEM OF SPEECH HEARD GRAPHIC DETERMINATION. OF STC RATING If the transmission losses for a test are plotted in a. graph as shown left, the sound transmission class may be determined by.., comparison to the standard 'STC: contour which is. shifted, vertically relative. to the test curve until some of the test loss values fall below those of the. standard STC contour and the.. following conditions are fulfilled: the sum of the deficiencies (that. is, the deviations below.the contour) shall not be greater than 32dB, and the maximum deficiency at asingle test pointshall noti: ; exceed 8dB. Whemthe standard STC contour is adjusted to the, t highest value that meets these; requirements, the sound trans mission class for the test is the:value at the intersection.of the standard STC contour and the.500 -Hz ordinate. . Graphic test result on an STC-44 rated wood door. -- - -- Standard STC contour. I Note: S88 gasketing shown in a non- compressed position. 434APKL Loud speech understood Loud speech heard but not understood Loud speech audible as a murmur Some loud speech barely audible Hearing strained to hear loud speech Loud speech not audible V alternate position I ♦ alternate position „ II S88 v PEMKO Emu, CA 800 • 283 -9988 MEMPHIS, TN 800 • 824 -3018 ate 0 ...av . .....,. _.,..rrr. +w ,,... ..... m..../ntTp STC -42 (System 3A) -- --- - - - --- - / , , I , , , , , , , STC Rating The range of sound frequencies used in these tests is that of normal human speech and hearing, and in most cases the level of attenuation achieved does not totally eliminate but rather muffles the sound to an unintelligible level. The chart shown right compares the level of speech that would be heard through a door system having the indicated active STC rating (active STC rating is for an operable system as contrasted to the sealed -in -place rating of the door only.) ACME STC -30 STC -35 STC -40 STC -45 STC -48 STC -50 Graphic Test Results of SoundSealTM Systems 2A 60 50 40 30 20 Illustration of SoundSeal"' Systems 2A alternate position 125 250 500 1000 2000 4000 FREQUENCY, Hz I I S88 • Note: Doors hung with a full length continuous geared aluminum PemkoHingeru (see pages 110 -119) provide improved attenuation over standard hinges. hinge side head STC RAM IEM OF SPEECH HEARD GRAPHIC DETERMINATION. OF STC RATING If the transmission losses for a test are plotted in a. graph as shown left, the sound transmission class may be determined by.., comparison to the standard 'STC: contour which is. shifted, vertically relative. to the test curve until some of the test loss values fall below those of the. standard STC contour and the.. following conditions are fulfilled: the sum of the deficiencies (that. is, the deviations below.the contour) shall not be greater than 32dB, and the maximum deficiency at asingle test pointshall noti: ; exceed 8dB. Whemthe standard STC contour is adjusted to the, t highest value that meets these; requirements, the sound trans mission class for the test is the:value at the intersection.of the standard STC contour and the.500 -Hz ordinate. . Graphic test result on an STC-44 rated wood door. -- - -- Standard STC contour. I Note: S88 gasketing shown in a non- compressed position. 434APKL Loud speech understood Loud speech heard but not understood Loud speech audible as a murmur Some loud speech barely audible Hearing strained to hear loud speech Loud speech not audible V alternate position I ♦ alternate position „ II S88 v PEMKO Emu, CA 800 • 283 -9988 MEMPHIS, TN 800 • 824 -3018 ate 0 ...av . .....,. _.,..rrr. +w ,,... ..... m..../ntTp OPEMKO VENTURA, CA 800 • 283 -9988 MEMPHIS, TN 800 • 824 -3018 75 /2 3452AV �`- 2•7) 34528DGV 3452DV 3452G V 3452PWV door bottom vinyl seal (V) .345A • 3458 345B0G 3450 345G 345PW bo00ttrram 318AV . 318BDGV 318DV 318GV 318PWV (6.4) 317AN 317DN 317GN door bottom morons ar (N) 3/ (19.1) r 5/ n (15.9) 1 1 /4 " (31.8) 5/ (15.9) 1 7 / (2Z2) J i 15 / (23.8) • 3452BDGP 3452CP 3452DP 3452GP 3452PWP 1 / (6.4) door bottom_ nylon brush seal (P) -• 1 W (44.5) door bottom vinyl seal (V) threshold (sill) 1/2" (12.7) 7 317AN in alternate position. door bottom nylon brush seal (P) J r 11/4" (31.8) (8.4) t 7/ (22.2) 345AP 3458DGP 345DP 345GP 345PWP door bottom 313AN 3130N 313GN 3 16 " �. • (14.3) 314CN 314DN 314GN 11/2" (38.1) nylon j 7 /1 6 " brush (11.1) vinyl seal (P) seal (v)--. 1 " t 1" .i (25.4) 1 I ( (25,4) 1/ (6.4) 10 (6.4) : sEwp I : ••T i:i © ®W j I 90100CP I j 90137CP I 1 .:1" (25.4) LL LIJ.. 345AV . 345DV -�(- 345GV 345P W V 3458DGV • E3 • Concealed brush door sweeps for hollow metal doors with inverted bottom channels. nylon brush seal (P) H 9/16 �-'' S I (14.3) door bottom 3 1 1 /2" (38.1) T (34.9) door bottom i 1 / 4 " } neoprene I_ 3� 6 " seal (N) - _ ► (6. threshold (sill) - T (4.8) i (19.1) (34.9) door bottom neoarene seal (N) 1 s4.spsit ' xirt$,% rin.�Fzi. ". 1;ksi:�s'sz,�'Y � }ii$!L„ 5.�w:i. {iyitd.. °<?�� n':. • �T.' : . ,i�'`" . y; . , Rigid Jamb L �atherstrip - Other Special r jipes • • fu dik ,1 stop ii • i a l . door edge 1 HINGE SIDE jamb r.� srt jamb _ LATCH SIDE ';'"-77---1). / ft ' --1 �)6 Pi: I (30.2) o o l• 11 16 " 335 ..rr (17.5) 336 Adjustable Jamb Weatherstrip 379CR 379DR 379GR 379CS itea"Segi 379DS • "R" is an extruded closed cell sponge neoprene insert: 379GS R6130 class II grade C material. 379CPK It. Sri 379DPK 379GPK • Adjustable jamb weatherstrip is shown mounted on openings with 1/16' gaps: however, each weatherstrip can seal gaps up to 1/4 ". Adjustable jamb weatherstrip can adjust 3/16" out from the position illustrated. jamb _ -- door edge - 4 • ,r =TI neoprene seal (R) —► 1/8" 14 (3.2) sponge neoprene. seal (R) —► O 1 ' .o SIOD Stop 336 335AR 335DR 335GR 335 336A 336D 336G 4 03 ( 3 2 /8 2.2 1 ; 1� 3 (34.9) (34.9) sponge neoprene seal (R) PemkoPrener'" seat (PK) iamb LATCH SIDE j LATCH SIDE _ — 1 tl door edge N --7�8 8:I I ' (22.2) b ;I 0! _ slop ' Eu I' t karbin • �L �nG 3/11 (WIC 7.2 Foa I IPnE ' SSURE 4 wg (19.1) 308 305 o ' 0 I , door edge , HINGE SIDE jamb 322CSN 322DSN 322GSN Er 0PEMKO VENTURA, CA 800 • 283 -gg88 MEMPHIS, TN 800.824-301 87 J. • Sound•lested with sponge neoprene seal (RI only. Meets UBC 7.2 wnh Perr* o4 ,ene'" (PK) only. z 4 ` 308 stop 305C 305D 305G 308C 308D 308G 322CN 322DN 322DN URIC 7.2' P P11E eE 350CSR 350CR 350DSR 350DR 350GSR 350GR 350CSPK 350CPK 350DSPK '" SII 350013K 35OGSPK 350GPK ,jamb 3 /16 "-I (4.8) jamb _ --;, door edge ; V sponge .g - ' • neoprene seal (R) sponge —. silicone seal (S) (4.0) I ' - s door edge neoprene seal (N) 1 /8" . r (3.2) Sound4eated w�lh sponge neoprene seal (R) only. 4 Meets UBC 7.2 wnh PemkoPrene'M (PK) only. sponge neoprene seal (R) ju 1 1 'II slop 1 1 t /1 6 -1 (28.0) metal stop door edge door JJ HINGE SIDE metal jamb PemkoPrener" se (PK) / �L. stop 281 CM 281 DM 281 GM 3 /8" (34.9) 2 (60.3) 1 3 /8 " (34.9) PemkoPrenetu seal (PK) 5/ (159) (uec 7.21 PRESSURE El Meets UBC 7.2 wl PerncoPrene"" (PEt1 only. T __ 7� ( 4 (34.9) a Latching Panir -Exit Saddles • Used in conjunction with surf;_., applied vertical rod exit device, or as a stop and a seal at the wcz,cm of door. • To make an offset, use an elevator (see page 19). 2001 AP 2001 AV 2001AS 2001 DP 2001 DV 2001 DS (uelc 7.21 l Y"fsell S 177AP 177AV 177AS 177BP 1770V 17795 h a e+a (u•c 7.21 (u.c 7.21 I ll Ei® 2001 GP 2001 GV 2001 GS 2005AP 20050P 2005AV 2005DV 2005A3 200503 20058P 2005GP 2005BV 2005GV 2005133 2005G3 179AP 1791W • 179AV 1790V 179AS 17903 1790P 179GP 179BV 179GV 17963 179G5 • Mori UBC 7.2 w a Vaccine sill (I ally. 1770P 1771:1V 17703 177GP 177GV 177GS • Meets UBC 7.2 will silicon. seal ($) Orly. 1855AP 18550P 1853GP 1855AV 1855DV 1855GV 1 855A3 18550$ 1855GS • Meets UBC 7.2 wM silicone seal (I) only. 4 Saund.labwed with silicone seat (3) only. V Allow 1/4' door clearance. 1 " ode / - seal (P) (3.2) Y T , 3 4 :(mdte-labwee i :•■le•lested w"h smcene .ill• 3) My. 3/ 8 11 (9.5) _ . Sono a -ao..e a soune•tewa *an Sarnia ser (a) way. , I e • Snoaa4awlea & Scuna.tested wan %gicone seal 131 only. • SnoKNahwea 3 Soundkaated wah oaken* seat 131 wry. 4 Sono 1. abwaa d acuno•onied with silicone say, I31 only. 1 / (12.7) 5" -1 -r (127.0) I ` ml� vinyl i seal (V)1 [use 1.21 • Allow 112' door clearance. silicone seal (3) IMews UBC ' ? won s■1con. say I31 only. 7 Special purpose bumper ;nresr,id ceslgned for use with a low 1/4' to 3/8' undercut dccr .1/ (12.7) 1 " a• 7 Allow 3/8' door pile (9. clearance. seal (P) 4 Meets UBC 2 wnh silicone seal (31 only. pile Al seal (P) vinyl seal (V) 'V Allow 518' door clearance. seal (P) vinyl il (V) 7 Allow 5/8' door clearance. i�. vinyl seal (V) 511 (127.0) l 16. silicone seal I Si) •1/ ". 1(5. 7 Allow 518' door pile 1 vinyl � silicone i i i i clearance. s•al (P) s•at (V) t:. seal (s) 1/ ( (12.7) Ti • 5" �r} (127.0) -ri -" 3 • 4 8 1 /2 " 159AP • 1596P IS98DGP 159DP 159GP (12.7) 159AV. 1598V 159BDGV 159DV 159GV 1 59AS 15985 1 59BDGS 1590S 159GS wr ikifu ha .4244 '`altka);;:s 5 11 (127.0) � � 4 1(6. silicone FC ,. seal (3) (92.11 4 (6.1) pile vinyl I silicone • seal (P)� seal (V) \ seal (3) • Can also be used as an interlock threshold (sea cage 468 47). 3 , g ,l (92.:1 is/a (41.3) 1 (41.3) 13/4 (44.51 1 (34.9) 1 3! 8 11 (34.9) ni 2L41 nit +p ?yn t 1/ (12.7) T PEMKO VEND, CA 800. -9988 MEMPHIS, IN 800 • 824-3018 41 • ALPRO • A C O U S T I C S GENERAL ARCHITECTURAL SPECIFICATIONS A. GENERAL Provide metal acoustical panels as specified herein. Metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS: shall be custom type as manufac- tured by ALPRO ACOUSTICS. a division of Structural Systems Corporation. The metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS) shall meet the require- ments of Federal Specification SS- S118B; shall have a flame spread classification of 0 to 25 feet for a Class "A" rating, as tested in accordance with ASTM E -84; shall have an NRC rating of (SPECIFY), as tested in accor- dance with ASTM C -423 for noise reduction. B. PRODUCT 1. MATERIALS: The metal acoustical (CEILING PANELS) (WALL PANELS) (BAFFLE PANELS) shall be corrugated using (SPECIFY ALPRO PATTERN TYPE) and perforated using 1/8" diameter holes on 21/64" staggered centers, providing a 13% open area. The panels shall be fabricated of stucco - embossed aluminum (.020) (.032) inches thick (OR) smooth finish G90 hot - dipped galvanized (22) (24) (26) gauge steel. 2. FINISH: The panels shall receive a conversion coat prior to receiving an electrostatically applied (EPDXY) (OTHER) powder paint finish. All cut edges including perforated STANDARD TOLERANCES PANELS Length of Panel Length T oierance 18 " -48" 34a 48" -120" Vhfdth t f' Pan: Wicitti�Tolsrarlce'f r •713"- '36 ".,:,; :' WALL ANGLES Straightnur:s Tolera'ce Angular 1 ulorance EXTRUDED 7 BULB TEES,' Straightn,.s Tolerance Nigulgr Tolerance : . : PERFOtATED EDGE MARGINS' Width from pane: er .ge to neartmi Mule for minimum margins 120" -144" %2" Squareru)ss Diagonal Me;tsurerrerr, Diagonal Tolerance 18 " -48" = A" 48" -120" ±i16" 120" -144" + , %" 0125" x length in ft. _1- 'AG 90' maximum —No Minimum— measured from panel edge to nearest hole tangent line. Depends heavily on metal width tolerance as supplied by the mill. holes must be coated. Finish shall be cured and bake -dried to insure proper paint adhesion and uniform surface hardness. Paint color to be selected from (ALPRO STANDARD COLOR) (APPROVED SPECIAL COLOR). • 3. ACOUSTICAL INSULATION: Provide (FIBERGLASS) (MINERAL FIBER) (OTHER) insulation (INCHES) thick and (POUNDS /CUBIC FOOT) pound density. The metal acoustical (CEILING PANEL) (WALL PANEL) (BAFFLE PANEL) with insulation shall have a noise reduction coefficient of (NRC VALUE) as tested in accordance with ASTM C -423 and shall be rated Class "A" as tested in accordance with ASTM E -84. Acoustical insulation shall be (UNWRAPPED); encapsulated in (POLYVINYLCHLORIDE (PVC) COVER) (POLYETHYLENE) (OTHER). 4. MOUNTING DEVICES: As recommended by manufacturer or as required by designer. C. EXECUTION 1. INSTALLATION: The acoustical contractor shall furnish and install the Alpro products, including moulding, clips and fasteners, in strict accordance with the manufacturer's recommen- dations in order to provide a satisfactory installation. All materials and workmanship furnished under this sec- tion shall be guaranteed by the contractor for a period of one year from completion date and, on written demand by the architect, any defective materials or workmanship shall be replaced or corrected. 2. WARRANTY: ALPRO ACOUSTICS warrants the metal acoustical pan- els and baffles for defects from the manufacturing pro- cess for one year from the date of shipment. Written notice of the defect is required. 3. MAINTENANCE Maintenance consists of cleaning metal acoustical panels with a damp soft rag, warm water and mild soap. ALPRO A C O U S T I C S P.O. Box 10220 NEW ORLEANS, LA 70181-0220 TEL:(504) 733 -3836 • FAX:(504) 733 -3851 (206) 322.0250 FAX: 322 -4139 n u . nr+ rwr zsiikf3N+,.' x ''l3f�`4at'.r.��ih,r'l'ne4i I SOLUTIONS IN NOISE CONTROL 'ACOUSTICS .ALPRO Pattern 23,1" x 23%" 23W x.47% 47% 47A" A B E F H J GRID PANEL PATTERNS AVAILABLE CEILING & ALL PANELS IR! Yes Yes ,• •. Yes Yes Yes Yes Yes f , Yes Yes • • , • , Yes Yes • YeS,Z: Yes Yes No Yes' PATTERN "A" STANDARD WALL PANEL WIDTHS 40W' covers 39 when lapped \ 52" covers 51" when lapped •!.:\ 315116" 1/2" 1 PATTERN "B" STANDARD WALL PANEL WIDTHS 44 covers 42" when lapped 55 covers 54 when lapped Tik PATTERN "C" PATTERN "0" ' ,, . , \\ ... .. ‘ . A • :, ‘ 1 \ \ \ ... \ \ V, 1 . 1 \ \ \ \ \ \ \ \ \ \ • i i I 1 \ \ *\ \ 2 1-•---.1 1/ i . - .."..• '' t -• •1 : - -. ,... STANDARD WALL PANEL WIDTHS 42" covers 40" when lapped 53 covers 51 when lapped 2 5 /8" STANDARD WALL PANEL WIDTHS 42" covers 37" when lapped 49r covers 47'/6" when lapped 4--5 1 NOTE: Dimensions may vary depending on material. WALL PANEL PATTERNS AVAILABLE Maximum Aluminum Thickness Steel Gauge Pattern Length 020" 032 26G 24G 22G A C- alum. ,C-steel 0 E • F PATTERN "E" PATTERN "F" 120 Inches 1-14 inches 120 120 inches • 120 frichis": „,.., 144 inches 120 inches'' X X STANDARD WALL PANEL WIDTHS 54 covers 53 when lapped 1 5 / STANDARD WALL PANEL WIDTHS ape covers 374" when lapped 48V." covers 47" when lapped 1 1 4- 3/8" PATTERN "H" AVAILABLE AS GRID PATTERN ONLY. SEE "GRID PANEL PATTERNS AVAILABLE" CHART. 3 /321 . " - wrnww PATTERN "J" STANDARD WALL PANEL WIDTHS 44 covers 42V when lapped 55 covers 53 when lapped 11/4" I 4..-••••••••• 5 /16"1 , -a 4g4t4orrir.A.4 • • 1■44Vii40 PATTERN 4ARK-7 ' : • • • . MATERIAL - Slucco-ernbossitd aluminum or galvanized steel. • PANEL. LENGTH - As required to I OIT". . PANEL WIDTH -15'covers 14. when lapped.. • .• USE - Plimenly as a wail panel . . ..'• NOTE: Speaal perforation with solid border stocked in • .020 aluminum in the shown dimensions only. ' •••-• • ' Other matenals and dimensions available without solid bonier. ..,••••-7- ''.. ,.. t ..''.-., - , -.• .• 7 /ig' 7 , • • MOUNTING ACCESSORIES GENERAL NOTES: • All dimensions subject to change depending upon availability of materials. Panels available in both perforated and non-perforated metal. Alpro Acoustics standard freight terms are FOB New Orleans. Approximate shipping weights per square foot: Aluminum: .020/.40#; .032/.65# Steel: 26GA/1.10#; 24GA/1.40#; 22GA/1.70# to, • ACCESSIBLE PANEL. H-S *." •t.••• • - • • . 1 • ' • Accessible Panel H-S • • • • ••• 09500/ALP BuyLine 4955 (lc 12 el 1 1/8' • • ' MATERIAL - Stucco-embossed aluminum or riaNanned steel. • . PANEL LENGTH - As required to 12D. . • . . • PANEL WIDTH - Irstandard. Other widths available with factory approvaL .• USE - Pnmanly as a comdor parieL : . . TEES AND ANGLES Ceiling Panels • ••••••■•••■• PP'Product Presentation METAL ACOUSTICAL BAFFLE PANELS GENERAL The Alpro Acoustics baffle panel is a modular unit consist- ing of a metal frame interfaced with a perforated metal skin which encapsulates and protects an acoustical energy - absorbing material. The perforated skin is transparent to sound and allows the sound waves to enter the energy absorbing material where a portion is transformed to other forms of energy. NOISE REDUCTION NRC The noise reduction coefficient (NRC) value of the acous- tical baffle panels ranges from .90 to 1.15 when tested in accordance with ASTM C -423. STC Sound transmission loss results ranged from an STC of 13 to an STC of 31 when tested in accordance with ASTM E -90. U/A Uses. Applications Alpro Acoustics Metal Acoustical Baffle Panels are used. primarily as sound absorbers and secondarily as sound transmission attenuators. Metal Acoustical baffle panels can be mounted to the walls of the treated space in continuous runs or in clusters to achieve maximum sound control. Baffle panels can also be suspended from the ceiling in a vertical pattern, on a horizontal plane as a monolithic system, or separately to create a "cloud" effect. Alpro Acoustics baffle panels are designed for INTERIOR application and are NOT recommended for EXTERIOR application or where exposed to the weather. In an interior environment of high humidity, Alpro recom- mends that ALUMINUM be used in lieu of steel and that a protective wrapping for the sound media be used. Should panels require field painting, the acoustical media should be removed and a spray painting system should be used. MF /Materials. Finishes METAL FACING The perforated metal facing (1/8 inch diameter holes on 21/64 inch staggered centers) is fabricated of stucco - embossed finish aluminum in thicknesses of .020 and .032 inches or G90 hot - dipped galvanized steel in thicknesses of 22, 24 or 26 gauge. Heavier gauges available upon request. FRAMES The pre- formed metal facings are mechanically attached to a concealed or semi - concealed U- Channel of compatible metal in either .050 aluminum or 18 gauge galvanized steel. State Prison Facility 095 00 /ALP BuyLine 4955 Standard baffle frames accept a 2 inch thick sound pad. Panel thicknesses are available from 1 to 6 inches. MOUNTING METHODS Alpro offers three types of standard mounting methods for the baffle panels. The first method is a two part "Z" clip. One piece is attached to the back of the baffle and the other is mounted on the mounting surface. "Z" clips are avail- able in .050 aluminum or 18 gauge G90 galvanized steel. "Z" clips can be mounted flush to the surface or offset to the surface. Offset mounts can be 1" offset, 2" offset or 4" offset. Generally, an offset mount will improve the acoustic characteristics. The second method consists of eyelets bolted into the rear four corners of the baffle so that it can be suspended from the ceiling using hanger wire. The third method consists of a reinforced thru -bolt from face to rear of the baffle at each corner. This allows bolting directly to the mounting surface. PANEL WIDTH Standard completed panel widths are 18. 24, 30 and 36 inches. PANEL LENGTH Panel lengths range from 2 to 12 feet depending on the metal facing selected. FINISH All Alpro baffles receive a conversion coat. Alpro offers baffles in mill finish or paint finish. Powder paint is electro- statically applied in a minimum thickness of 2.0 mils. The powder painted baffles are cured in a convection oven at a temperature of 400 °F. Alpro's standard colors are matte finish Regal White, Driftwood Gray and Baronet Beige. Other colors and gloss levels are available. • 7 ALPRO PANELS NAILED TO FURRING; , NAIL HEADS TO MATCH PANEL COLOR' WOOD BASE . 1 : 6 : 2 7 % . 0 WALL CEI LING SYSTEM ( 322.0250 SILL PLUNKETT Owr•.er c. William Plunkett Company MANUFACTURESS' REPRESENTATIVE _']58 EASTLAKE AVE. EAST SEATTLE.' NA 98102 ,TOP FURRING STRIP ALSO RECEIVES CEILING EDGE ANGLE 1" X 2" FURRING.STRIPS'' MAX 2' -0" O.C. PAINT FLAT BLACK• LOW DENSITY SOUND. ABSORBING FIBERGLAS, STAPLE TO STUDS re w . . J 0 •U)w; ' 'w =: J H: • Nom;: w 0 2 •g J _` = c�; w • I— I • .Z F— Os Z • UN �O :0 F—: . w w I. Z +• .0 N' _' .0 �' . Z R- Value• Minimum Maximum Weight Per Bap Per (at mean temperature Thiclmesa Net Coverage Square Fbot 1,000 Sq. Ft. of 751 Installed The weight per sq. The number of To obtain an insulation Contents of ft. of installed bags per 1,000 insulation shall not bag shall not insulation shall be sq. ft. shall be resistece of: be less cover more not less than: not less than: (R- Value) than: (inches) than: (sq. ft.) (lbs. per sq. ft.) (no. of bags) R -38 11.21 21.71 1.66 46.06 R -33 9.74 25.00 1.44 40.00 R -30 9.60 28.13 1.28 35.56 R -26 8.32 32.45 1.20 30.81 R -22 7.04 38.35 0.94 26.07 R -19 6.08 44.41 0.81 22.52 R -11 3.52 76.70 0.47 13.04 AMERICAN I A:KV /001, (nc -ti" INSULATION Naturally Superior Protection Building Insulation Noncombustible F.cicki Mineral Fiber PRODUCT DATA: American Rockwool Blowing Insulation is a completely inorganic mineral fiber rockwool product that does not contain asbestos, cellulose, ground newspapers, cardboard. rags, phenolics, batt trim, or any other material not associated with the manufacture of mineral rockwool insulation. It will not support combustion. will not decay nor conduct electricity. This product does not need nor contain any chemicals to make it fire retardant, and having no binders. It qualifies as 'type I. Category I under ASTM Designation C -764 and Type I, Class A under Federal Specification HH -I -10308 with a loss on ignition of less than one percent. American Rockwool Blowing Wool has • • been tested for thermal performance in accordance with ASTM • Test Method C -518 procedures, noncornbustibility In accordance with ASTM Designation E -136 procedures and for surface burning characteristics in accordance with ASTM Test Method E -84 resulting a Flame Spread of 10 and a Smoke Density of 10. APPLICATIONS: American Rockwool Blowing Wool is a superior mineral fiber rockwool insulation product, manufactured specifically for blown applications in new and existing structures, as the primary building insulation or as additional insulation in walls and ceilings of existing structures. THERMAL PERFORMANCE - ATTIC INSULATION: These minimum thicknesses, maximum coverages, and minimum weights per square foot are recommended to provide the levels of insulation thermal resistance (R) for pneumatic application in open attic areas, as shown: • R Value is a measure of insulating ability. "R" means resistance to heat flow. The higher the "R' Value. the greater the insulation value. Ask your seller for our fact sheet on "R" Values. ' Thermal resistance of insulation only, coverage for 36 pound bag. M RICA\I ROCKWOO I Inc . !r� INSULATION ADVANTAGES: American Rockwool Blowing Wool is a loose fill mineral fiber insulation product that contains no asbestos, is noncombustible. noncorrosive, permanent. odor free, will not absorb moisture, will not support mildew or fungus and will not rot. decay or breakdown. It will last for the life of the structure, provide continuous thermal performance and has the added advantages of providing a fire barrier. American Rockwool Blowing Wool is a prime insulation product manufactured and packaged under close quality control conditions. Proper application of American Rockwool loose fill mineral fiber provides uniform coverage of all areas requiring insulation and completely fills the areas between ceiling Joists as well as the areas between cross bracing, truss bracing, and other uneven spaces that are difficult to properly insulate with batt type insulation products. Application of American Rockwool loose fill mineral fiber allows any desired R -Value to be installed and assures a complete insulation job to fit any dimensions. American Rockwool insulation can be installed during new construction or after the structure has been in existence for years. It can be installed as the primary insulation or added to existing installation to retrofit and upgrade the thermal performance of the structure. Loose fill mineral fiber added to existing ceiling insulation does not incur the risk of possible moisture accumulation problems that are sometimes caused by additional. improperly applied, vapor barrier faced batt insulation products. ARCHITECTURAL SPECIFICATION: American Rockwool Class "A" Mineral Wool Blowing insulation shall be pneumatically installed in open attic areas to provide a thermal resistance (R) value of R - in accordance with manufacturer's printed instructions. Materials shall comply with Federal Specifications HH- I- 1030B, Type I, Class A Naturally Superior Protection Blowing Wool R- Value* (at mean temperature) of 75'F To obtain an insulation resistance value of: (R- Value) Minimum Thickness Installed insulation shall be not less than: (Inches) Maximum Net Coverage Contents of bag shall not cover more than: (sq. ft.) Weight Per Square Foot The weight per sq. ft. of installed insulation shall be not less than: (lbs. per sq. ft.) Bags Per 1,000 Sq. Ft. The number of bags per 1,000 sq. ft. shall be not less than: (no. of bags) R-60 17.70 13.69 2.63 73.03. R -50 14.75 16.44 2.19 60.82 R-49 14.45 16.74 2.15 59.73 R-44 12.98 18.75 1.92 53.33 R-40 11.80 20.67 1.74 48.38 11.21 21.71 1.66 46.06 R -38 R -33 9.74 25.00 1.44 40.00 9.60 28.13 1.28 35.56 R-30 R -26 8.32 32.45 1.11 30.81 R -22 7.04 38.35 0.94 26.07 R -19 6.08 44.41 0.81 22.52 R -11 3.52 76.70 0.47 13.04 R -14.5 3.5 30.85 1.17 32.42 R -15.0 3.625 29.78 1.21 33.58 ....... -22.7 5.5 19.67 1.83 50.83 / R -33.0 8.0 13.44 2.68 74.42 A NA: EkicAN ROCKV/001 in. Naturally Superior Protection NOLANVILLE, TEXAS 76559 Manufacturers Insulation Fact Sheet This is American Rockwool Blowing Insulation The contents of one 36 lb. bag installed In open attic areas by pneumatic equipment will provide Insulation resistance (R) values at the weights and coverages shown below: "Fl* Value is a measure of insulation only; coverage for 36 lb. bag. Side Wall Specifications - Spray System (Open Blow) The contents of one 36 lb. bag installed in open wall areas by pneumatic equipment with adh provide insulation resistance (R) values at the weights and coverages shown below: • 'R' Value of Spray is a measure of Insulation only, with or without adhesive; coverage for 36 lb. bag. Read This Before You Buy What You Should Know About R-Values The chart shows the R -Value of this insulation. "R" means resistance to heat flow. The higher the R- value, the greater the insulating power. Compare insulation R- values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and'size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R- value, it is essential thatthis insulation be installed properly. USA 0396 SPRING HOPE, NORTH CAROLINA 27882 es ill ...,..r..w..v,»+;wr+. OM)G*l$e{t,A) CUNUCU IntStL tUt,L INU. L - Dirab)ri, r ura, CONOCO -- DIESEL FUEL NO. 2 - DIESEL FUEL MATERIAL SAFETY DATA SHEET NSN: 9140002865296 Manufacturer's CAGE: 15445 Part No. Indicator: A Part Number/Trade Name: DIESEL FUEL NO. 2 General Information Item Name: DIESEL FUEL Company's Name: CONOCO INC Company's Street: 600 N DAIRY ASHFORD RD RN 3012 Company's P. 0. Box: 4784 Company's City: HOUSTON Company's State: TX Company's Country: US Company's Zip Code: 77210-4784 Company's Emerg Ph #: 713-293-5550/800-424-9300 Company's Info Ph #: 713-293-5550 Record No. For Safety Entry: 029 Tot Safety Entries This Stk#: 093 Status: SMU Date MSDS Prepared: 14AUG91 Safety Data Review Date: 24JUN92 Supply Item Manager: KY MSDS Serial Number: BMZTT Specification Number: VV-F-800 Spec Type, Grade, Class: GRADE DF-2 Hazard Characteristic Code: F4 Ingredients/Identity Information Proprietary: NO Ingredient: PETROLEUM MID-DISTILLATE (DIESEL MARINE FUEL) Ingredient Sequence Number: 01 Percent: 100 % NIOSH (RTECS) Number: 1004302PE CAS Number: 68476-34-6 OSHA PEL: 5 MG/M3 AS OIL MIST ACGIH TLV: 5 MG/M3 AS OIL MIST Other Recommended Limit: NONE SPECIFIED Physical/Chemical Characteristics Appearance And Odor: CLEAR OR LIGHT YELLOW LIQUID, AROMATIC ODOR Boiling Point: 350 - 680F http://msds.pdc.comell.edu/msds/siri/msds/h/q194/q436.html NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1.4151, 4. %.J ...I RrzCEINi7:1) cm/ oi-= TuivviLA JUL 0 2 2001 PERMIT CENTER 06/29/2001 CON ULU -- DtSLL t' UtL NU. L J1LJJL 1 Ur✓L Melting Point: NOT GIVEN Vapor Pressure (MM Hg /70 F): 1 MMHG Vapor Density (Air =1): > 1 Specific Gravity: 0.85 - 0.93 Decomposition Temperature: NOT GIVEN Evaporation Rate And Ref: NIL Solubility In Water: INSOLUBLE Percent Volatiles By Volume: NIL Corrosion Rate (IPY): UNKNOWN Fire and Explosion Hazard Data Flash Point: 130F,54C Flash Point Method: TCC Lower Explosive Limit: 0.4 % Upper Explosive Limit: 6 % Extinguishing Media: WATER SPRAY, FOAM, DRY CHEMICAL CAARBON DIOXIDE Special Fire Fighting Proc: USE WATER TO KEEP FIRE - EXPOSED CONTAINERS COOL. IF LEAK OR SPILL HAS NOT IGNITIED, USE WATER SPRAY TO DISPERSE THE VAPORS AND TO PROVIDE PROTECTION. Unusual Fire And Expl Hazrds: PRODUCTS OF COMBUSTION MAY CONTAIN CARBON MONOXIDE, CARBON DIOXIDE AND OTHER TOXIC MATERILS. DO NOT ENTER ENCLOSED OR CONFINED SPACE WITHOUT PROPER PPE. Reactivity Data Stability: YES Cond To Avoid (Stability): AVOID HEAT AND FLAME Materials To Avoid: INCOMATIBLE WITH OXIDIZING MATERIALS. Health Hazard Data Precautions for Safe Handling and Use Control Measures Transportation Data Disposal Data Label Data http: // msds. pdc. cornell. edu /msds /siri/msds/h/g194 /g436.htm1 06/29/2001 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i u,5" ■-■ ... C- LOIN ULU -- L1t:JLL t' UtL IN V. r UAL Label Required: YES Technical Review Date: 24JUN92. MFR Label Number: NONE Label Status: G Common Name: DIESEL FUEL NO. 2 Chronic Hazard: NO Signal Word: CAUTION! Acute Health Hazard - Slight: X Contact Hazard - Slight: X Fire Hazard - Slight: X Reactivity Hazard -None: X Special Hazard Precautions: STORE IN WELL VENTILATED AREEA. KEEP CONTAINER TIGHTLY CLOSED. STORE IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSN REGULATIONS. FIRST AID: INHALATION: REMOVE TO FRESH AIR. IF NOT BREATHING, GIVE ARTIFICIAL RESPIRATION. IF BREATHING IS DIFFICULT, GIVE OXYGEN. CALL A PHYSICIAN. SKIN: FLUSH SKIN WITH WATER AFTER CONTACT. REMOVE CONTAMINATED CLOTHING. EYES: IMMEDIATELY FLUSH WITH WATER FOR 15 MINUTES. CALL A PHYSICIAN. INGESTION: DO NOT INDUCE VOMITING. IMMEDIATELY GIVE TWO GLASSES OF WATER. NEVER GIVE ANYTHING TO IF UNCONCIOUS. CALL MD Protect Eye: Y Protect Skin: Y Label Name: CONOCO INC Label Street: 600 N DAIRY ASHFORD RD RM 3012 Label P.O. Box: 4784 Label City: HOUSTON Label State: TX Label Zip Code: 77210 -4784 Label Country: US Label Emergency Number: 713 - 293 - 5550/800- 424 -9300 http://msds.pdc.comell.edu/msds/siri/msds/h/q194/q436.html OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 06/29/2001 L84.htm MATERIAL SAFETY DATA SHEET MSDS NO. L84 SECTION I: CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Chemical/Trade Name (Identity used on label): Absorbed Electrolyte Battery /Dynasty Synonyms /Common Name: HMIS Rating for Sulfuric Acid: Lead Acid Battery 302X COMPANY NAME: C &D Technologies, Inc. DIVISION OR DEPARTMENT: Dynasty Division ADDRESS: 900 E. Keefe Ave. Milwaukee, WI 53212 CONTACT: Question Concerning MSDS: Industrial Hygiene & Safety Department Transportation Emergencies: CHEMTREC Chemical Family /Classification: Electric Storage Battery Shipping Regulations: See Section IX DATE ISSUED: Sept. 29, 1986 DATE REVISED: Aug. 20, 1999 TELEPHONE NUMBER: Day: (800) 365 -7777 24 Hours: (800) 424 -9300 SECTION II: HAZARDOUS INGREDIENTS MATERIAL: % by CAS Wt. Number Specific Chemical Identity: LEAD Common Name: GRID Specific Chemical Identity: LEAD DIOXIDE Common Name: LEAD OXIDE Specific Chemical Identity: LEAD SULFATE Common Name: ANGLESITE Specific Chemical Identity: SULFURIC ACID (40 %) Common Name: BATTERY ELECTROLYTE (ACID) 50 21 <1 EIGHT HOUR EXPOSURE LIMITS OSHA ACGIH Other PEL TLV NIOSH REL 7439 -92 -1 50 pg/m 150 Ng/m 100 pg/m 1309 -60 -0 50 pg /m 150 pg/m 100 pg/m 7446 -14 -2 50 pg/m 150 pg/m3 100 pg /m 1 mg /m STEL 22 7664 -93 -9 1 mg /m 3mg /m3 1 mg /m ( 15 Min. Max. /8 hr.shift) NOTE: The contents of this product are toxic chemicals that are subject to the reporting requirements of section 302 and 313 of the Emergency Planning and Community Right -To- Know Act 1986 `-.ei ; `" r = �;1;,t.tnllLA (40CFR 355 and 372). J PERMIT CENTER 1�0�-194 ' SECTION III: Physical Data Material is (at normal temperatures): X SOLID X LIQUID Gas Appearance and Odor: Battery electrolyte (acid) is a clear to cloudy liquid absorbed by internal battery components. Acid saturated lead oxide is a dark reddish -brown to gray solid with slight acidic odor. Boiling Point (at 760 mm Hg) Lead 1755 °C Battery Electrolyte (Acid) 110 -112 °C Melting Point: Lead 327.4 °C Specific Gravity: (H =1) Battery Electrolyte (Acid) 1.300 Vapor Pressure: X (mm Hg at 20 °C) (PSIG) Battery Electrolyte (Acid) 11.7 Vapor Density (Air = 1) Battery Electrolyte (Acid) 3.4 Solubility in H Lead and Lead Dioxide are not soluble. Battery electrolyte (acid) is 100% soluble in water Volatile By Weight Evaporation rate (Butyl Acetate =1) Not Determined Not Determined L84.htm SECTION IV: Health Hazard Information NOTE: Under normal conditions of battery use, Internal components will not present a health hazard. The following is provided for battery electrolyte (acid) and lead for exposure that may occur during battery production or container breakage or under extreme heat conditions such as fire. ROUTES AND METHODS OF ENTRY Inhalation Acid mist generated during battery formation may cause respiratory irritation. Skin Contact Battery electrolyte (acid) may cause irritative contact dermatitis. Skin Absorption Skin absorption is not a significant route of entry. Eye Contact Battery electrolyte (acid) will irritate the eyes upon contact. Ingestion Hands contaminated by contact with internal components of a battery can cause ingestion of lead/lead compounds. Hands should be washed prior to eating, drinking, or smoking. SIGNS AND SYMPTOMS OF OVEREXPOSURE Acute Effects Acute effects of overexposure to lead compounds are GI (gastrointestinal) upset, loss of appetite, diarrhea, constipation with cramping, difficulty in sleeping and fatigue. Exposure and /or contact with battery electrolyte (acid) may lead to acute irritation of the skin, corneal damage of the eyes if not washed immediately, and irritation to the mucous membranes of the eyes and upper respiratory system, including the lungs. Chronic Effects Lead and its compounds may cause chronic anemia, damage to the kidneys and nervous system. Lead may also cause reproductive system damage and can affect developing fetuses in pregnant women. Battery electrolyte (acid) may lead to scarring of the cornea and chronic bronchitis, as well as erosion of tooth enamel in mouth breathers in repeated exposures. POTENTIAL TO CAUSE CANCER The International Agency for Research on Cancer (IARC) has classified "strong inorganic acid rv�ie.} nnn}.Artinn €.ulfsirle..tnir1 /ten }nnnry fk.s} ie. nerni i n }n .14 urn !As fotaivat i L84.htm 111101 %.uu1annuy aunuin, aq•su as a %.#aiayuly I t.a.t,uwycu, a auuaIaswc 1.1101. 10 1.01V111uy011n..1,1J humans. The ACGIH has classified "strong inorganic acid mist containing sulfuric acid" as an A2 carcinogen (suspected human carcinogen). These classifications do not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mist (sulfuric acid mist) is not generated under normal use of this product. Misuse of the product, such as overcharging, may however result in the generation of sulfuric acid mist. The IARC study classified lead as an A3 carcinogen (animal carcinogen). While the agent is carcinogenic in experimental animals at relatively high doses, the agent is unlikely to cause cancer in humans except under uncommonly high levels of exposure. For further information, see the ACGIH's pamphlet, 1996 Threshold Limit Values and Biological Exposure Indices. EMERGENCY AND FIRST AID PROCEDURES Inhalation Remove form exposure and consult a physician if any of the acute effects listed above develop. Skin Wash thoroughly with soap and water. If acid is splashed on clothing, remove and discard. If acid is splashed in shoes, remove them immediately and discard. Acid cannot be removed from leather. Eyes IMMEDIATELY rinse with cool running water for at least 15 minutes. Seek medical attention after rinsing. Ingestion Lead/Lead compounds: Consult a physician. Battery Electrolyte (Acid): Do not induce vomiting. Refer to a physician immediately. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE Inorganic lead and its compounds can aggravate chronic forms of kidney, liver, and neurologic diseases. Contact of battery electrolyte (acid) with the skin may aggravate skin diseases such as eczema and contact dermatitis. SECTION V : FIRE AND EXPLOSION DATA Flash Point (test method) Autoignition Temperature Flammable Limits in Air, % by 3/4 Vol. Hydrogen - 259 °C Hydrogen 580 °C (Hydrogen) Lower - 4.1 Upper - 74.2 Extinguishing Media Dry chemical, foam, or CO Special Fire Fighting Procedures Use positive pressure, self- contained breathing apparatus. Unusual Fire and Explosion Hazard Hydrogen and oxygen gases are produced in the cells during normal battery operation (hydrogen is flammable and oxygen supports combustion). These gases enter the air through the vent caps. To avoid the chance of a fire or explosion, keep sparks and other sources of ignition away from the battery. li, llaiGirtr. ",rY. 9r �:v::i;44; Asti d;•Ai:1i IL84.htm SECTION VI: REACTIVITY DATA Conditions to Avoid Sparks and other sources of ignition. Stability _Unstable XStable Incompatibility (materials to avoid) Lead /lead compounds: Potassium, carbides, sulfides, peroxides, phosphorus, sulfur. Battery electrolyte (acid): combustible materials, strong reducing agents, most metals, carbides, organic materials, chlorates, nitrates, picrates, and fulminates. Hazardous Decomposition Products Lead/Lead compounds: Oxides of lead and sulfur Battery electrolyte (acid): Hydrogen, sulfur dioxide, sulfur trioxide Hazardous Polymerization Conditions to Avoid _ May Occur X Will Not Occur High temperatures. Battery electrolyte (acid) will react with water to produce heat. Can react with oxidizing or reducing agents. SECTION VII: CONTROL MEASURES Engineering Controls Store lead acid batteries with adequate ventilation. Room ventilation is required for batteries utilized for standby power generation. Never recharge batteries in an unventilated, enclosed space. Work Practices Do not remove vent caps. Follow shipping and handling instructions which are applicable to the battery type. To avoid damage to terminals and seals, do not double -stack industrial batteries. Personal Protective Equipment Respiratory Protection None required under normal handling conditions. During battery formation (high -rate charge conditions), acid mist can be generated, which may cause respiratory irritation. If irritation occurs, wear a respirator suitable for protection against acid mist. Eyes and Face Chemical splash goggles are preferred. Also acceptable are "visor -gogs" or a chemical face shield worn over safety glasses with solid side shields. Hands, Arms, and Body Vinyl- coated, PVC, gauntlet -type gloves with rough finish. Other Special Clothing and Equipment Safety shoes worn with rubber or neoprene boots or steel -toed rubber or neoprene boots worn over socks. Place pants legs over boots to keep acid out of boots. All footwear must meet requirements of ANSI Z41.1 - Rev. 1972. SECTION VIII: SAFE HANDLING PRECAUTIONS Hygiene Practices Following contact with internal battery components, wash hands thoroughly before eating, drinking, or smoking. Projective Measures to be Taken During Non - Routine Tasks, Including Equipment Maintenance Wear recommended eye protection. If clothing becomes saturated with acid, remove and wash affected area with water for 15 minutes. Discard saturated clothing. Do not permit flames or sparks in the vicinity of battery(s). SPILL OR LEAK PROCEDURES Protective Measures to be Taken if Material is Released or Spilled Remove combustible materials and all sources of ignition. Contain spill with soda ash (sodium carbonate) or quicklime (calcium oxide). Mix well. Make certain mixture is neutral, mwTi44 vni's `:wtiS.;M 4: 06!YS i4 'c1&tky . 51W . ,1 ?uA;f.�''} }�x';a�tii aJt {L84.htm r""1 then collect residue and place in a drum or other suitable container. Dispose of as a hazardous waste. Wear acid - resistant boots, chemical face shield, chemical splash goggles, and acid - resistant gloves. DO NOT RELEASE UNNEUTRALIZED ACID! Waste Disposal Method Battery Electrolyte (Acid): Neutralize as above for a spill, collect residue, �p and place in a drum or suitable container. Dispose of as a hazardous .s �ik‘ waste. • RECYtrE NO FLUSH LEAD- CONTAMINATED ACID INTO SEWER. RECY t.E Batteries: Send to lead smelter for reclamation following applicable Federal, state, and local regulations. Product can be recycled along with automotive (SLI) lead acid batteries. OTHER HANDLING AND STORAGE PRECAUTIONS. None Required. SECTION IX: DEPARTMENT OF TRANSPORTATION AND INTERNATIONAL SHIPPING REGULATIONS DOT Battery, wet non - spillable, not subject to regulations IATA Not restricted for air transport - compliance with IATA/ICAO Special Provision A67 IMO Battery, wet non - spillable, not subject to regulations Return HOME I COMPANY I PRODUCTS I MARKETS 1 LIBRARY 1 LOCATIONS 1 E -STORE 0 2001 C &D Technologies, Inc. 1 LEGAL NOTICES 1 CONTACT US This site has been designed for Internet Explorer 4.0 or better fx.t•r, z i • Z ' c 6 �. 0 0 CO C3 W = J w 0 Q, = 0 W. z 1— 1 O'. Z 1- U 0 : .O oi-- ! W. U: O 1ij o 1= 1 O F- Z NOV -12 -2001 10:11 MAYES ESTING ENGINEERS MAYES TESTING ENGINEERS, INC. November 12, 2001 City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Boeing Employees CU Data Center 12770 Gateway Drive Tukwila, WA MTE Project No. E1264 Gentlemen: Special inspection was provided for: 425 745 1737 /, FINAL LETTER Permit # D01 -199 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E - 2 Tacoma, WA 98499 ph 253.684.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. 1) Reinforced concrete 2) Epoxy- grouted anchors 3) Expansion anchors We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTI INEERS, INC. Michael S. Dalder, P.E. Vice President MSD:Iak CC: Larry Burton — Turner Construction P.02/02 Z �Z V 0. f0 ° CO w`. w 1— • w O g _1 LL. a, _ . z � � O' Z w • w moo. N ;O .0 1-- w w, - O; ui O L z . 1 1 Project : Client: Contractor Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 0 ° Water / Cement Ratio: 0.373 Date Made L8/17/2001 L8/17/2001 x8/17/2001 Remark: FC - Field Cure BECU Data Center Expansion Boeing Commercial Airplane Group Turner Construction F Clear Concrete Glacier Northwest 298978 0101 . ( Pla cement Location and Note Slump Entrained Air (ASTM C143) (ASTM C231) 00 [pate Received i 8 -18 -01 MAYES TESTING ENGINEERS, INC. REC3 V ED -SEP 2 7 ?OM COMMUNITY CONCRETE LABORATORY TEST REPORR VELOPMENT a x.eyt • Project No: E1264 Issued on: 9 -17 -01 Permit # (s): Original: FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash I Cement —Type I WRA Design Strength (fc): Roof beams added at cooling tower curb section. + 25 gallons. Revised: ❑ COMPRESSION TEST RESULTS (ASTM C39 and Cl 231) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) F0001 1 i 19771 8/24/2001 r 7 i rl 15890 I i 6 x 12 6.03 19772 r9/ 14/2001 i i 28 L155500 [ i 12 ;TA2 0001 1 ( 19773 12/14/20011 28 _ ; ; 168210 tL 6 x 12 4000 Psi @ 28 days Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Weight (per cu.yd) 1,489.0 lbs 1,493.0 lbs 283.0 lbs 149.0 lbs 610.0 lbs 21.0 Oz Surface Area Strength (psi) 28.56 4060 28.46 ': 1 5460 28.4_1 1 5730 Inspector(s): Beorn Edmonds Tested by: Chris Pratt Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. In z cc Lk J o. UO; tn 0 ` to w: W I. w 0` u. = a ' I.. mi Z F., F— 0 Z I— D' U � n IF- W W'. • H F . i Z: Liu U - Z MAYES TESTING ENGINEERS, INC. Turner Construction Company 830 — 4 Avenue South, Suite 400 Seattle, WA 89134 -1301 PROJECT: ADDRESS: PROJECT NO.: PERMIT NO.: OWNER: ARCHITECT: ENGINEER: CONTRACTOR: Turner Construction REVIEWED BY: BECU DATA CENTER EXPANSION 12770 Gateway Drive, Tukwila E1264 D01 =:1! Boeing E mployees Credit Union ark sha, P.E. WED Sttp': 2001 UNITY tTY MEW Everett Office 917•134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 8/16/01 Verified holes drilled to 4" depth at 1'8" o.c. in the cooling tower curb section at grid lines 6/N and 8/N , 40 holes. All holes previously drilled were air - blown, brushed to remove contaminants. Covert Operation CIA -GELL 7000 two part epoxy used. Contractor will put approval into file for documentation. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dan Spindle 8/17/01 Reviewed report by D. Spindel on 8/16/01 and report from City of Tukwilla building division on 8/16/01 by James D. Rebar accepted by both inspectors. Monitored, sampled, and tested 5 yards Glacier NW mix #0101 placed in roof added beams. Concrete placed by pump and consolidated by mechanical vibrator. Made three 6 x 12" cylinders for strength tests. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Beorn Edmonds MAYES TESTING Project : Client: Contractor • i Sample Temp. (ASTM C1064) 0 °F Water / Cement Ratio: I Remark: FC - Field Cure CONCRETE LABORATORY TEST REPORT BECU Data Center Expansion Boeing Commercial Airplane Group Turner Construction Air Temperature: ° F Weather: Clear Product: Concrete Supplier: Glacier Northwest Ticket Number : 298978 MixDesign ID : 0101 0.373 i Slump (ASTM C143) Date Received: 8 - 18 - 01 Placement Location and Notes' RE Q \E SEP 16 2001 ENGINEERS, INC. COMMUNITY DEVELOPMENT i Entrained Air (ASTM C231) Roof beams added at cooling tower curb section. + 25 gallons. Project No: E1264 Issued on: 8 -29 -01 Permit # (s): ibt,151112 Original: d Revised: FIELD DATA (ASTM C31 and C 172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement- -Type I WRA Weight (per cu.yd) 1,489.0 lbs 1,493.0 lbs 283.0 lbs 149.0 lbs 610.0 lbs 21.0 Oz rDesign Strength (fc): I 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39 and C 1231) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) 8/17/2001 0001 19771 1 13L24/2001 ' L 7 1L115890 115890 6 x 12._j 503 i 8/17/2001 0001 [ 197721 9/ 14/2001; [28_J 6 x 121j L 8/17/2001 0001 19773) 1_9114/2001 [28J i_6 x 127 Inspector(s): Beorn Edmonds Tested by: Scott Johnson Reviewed by: Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Surthce Area Strength (psi) 28.56 4060 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. z z' rt w � JU U o; co w: w =: J • w w O : LL Q` d : = W Z � Z O 0, U y , O w ill Z O z 1 JOB NUMBER] �'_.''' :� DATE: ` ; 1 ~ , ` PROJECT :.:; !E _ ( L � PERMIT #: D O I _ 1 ^I ` l WEATHER: L = i i� OWNER: ARCHITECT:c.1\uj ::,,c /'J ENGINEER:A, , K,73 . CONTRACTOR: ) (,' k N E_/:: TYPE OF INSPECTION: `(;) r -'r. }` — -- F!E SAMPLES: j ; ( �. 1 -- . ) C `f ; f t / 7).7-7:-',. MAYES TESTING ENGINEERS, . -. 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 INSPECTOR: �'.t^, • ` . r; rr, ) 14TY - SHRS: INSPECTOR: HRS: INSPECTOR: HRS: l �� f SITE TIME:-. TO: SUMMARY: k.j ;/ l E AA) n av - Jl -, - t�l 1,,r\ t - - _..a //,/ cztwitai tr1 F \L .1� • e tiest?oh our'knowledge; "ite Yes; JEW= e7: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 F,. 7 0 ,. ,_I _ ,, t)(/) ill (') (-. I ! �. Jl` � NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: } .1 I I_ ! _ f �� i / • Page 1 of ) C)N S -I6 (11 ! iz._P;I,. j�/!!! S inspected this date are in .accordance,with. approved .plans and specifications. No p Preliminary Inspection O . 7. / ! 4 8 A rxzszS,',�g, i. 9 t 4d ‘s,"4• lhnnr,aash:og.. ,67;41.fi°t�7 a S hr rrk ?�5z , xc^:••tt i�eiil' � �. J%.`�`u:�G!{'ita c:t`x.�:w.�" JOB NUMBER: f" / 2. (. v DATE: t - /Ca - 0 / PROJECT: - C,:,.,>t; fi. D,47,4 6 ' ,c/7F,t ,E-� • r ;'' �f ; /r.'! 1 PERMIT #: i , l - 17 1 WEATHER: /,; ,r, « ,,; ;- OWNER: r F c ' t -c. ARCHITECT: , - -- ,, . / /,;. r 1 CONTRACTOR: 7,,,, , :; ,.. TYPE OF INSPECTION: , / - ' 01 y ( 11- ,t ,A ) P ./ SAMPLES: MAYES TESTING ENGINEL...., NC. 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 INSPECTOR: / �iAJ04 " HRS. INSPECTOR: HRS: INSPECTOR: HRS. SITE TIME: /2 /0 TO: /3 t v SUMMARY: ci Ij 4 , . rlrF �pt�mtsrsslw . >: . Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 // FS G,(I /%F 7 '. /I , C.irc pi'// arc , NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: VA/ �:iQ:f/f.' r j i.. �'�L",;rr;,Jl' r• f :7 :+;, r , ,,,. -':J ( ,�' ✓F'. ! ( }�i ,t 7 /J,'✓ • Yes. kg) No El Preliminary Inspection. E . e. L. / foe_ rr✓F V/OGfd ;..,I:t / ,..; t.' / /,' f Page of 'To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. oaf i; u✓'; %• :`isi'H2!:7`,"1d,TJC.V!' {.4:f ; r:s.L 1tk:Yifi` FL .ii;;.vi 'zsb!"'i5 «4«' : FS�`•k�rY :''�• .5'0. -�i� %7�t+:t$ 41d'u`R;v�.�,: L +�S.41,1' oulikwaib MAYES TESTING ENGINEERS, INC. PROJECT NO.: E1264 1) At D line between 4 and 6.6 2) At C.5 line between 4 and 6.6 3) At C.1 line between 4.4 and 6.6 4) At B.7 line between 4.9 and 6.6 5) At B.4 line between 5.5 and 6.6 REVIEWED BY: • BEC Page 2DATA CENTER EXPANSION RECEIVED OCT 0 4 2001 INSPECTOR: Mark Vassallo Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office PERMIT NO.: 0=;19936" COMMUNITY 7911 NE 33rd Drive DEVELOPMENT Suite 190 Portland, OR 97211 ph 503.281.7515 9/17/01 fax 503.281.7579 On site for visual inspection of unistrut channel frame bolting in accordance with project plans and specifications. Inspections performed in accordance with ABKJ fax dated 9/13/01 stating 3/8" diameter quick bolts at 2' o.c. were acceptable. Inspected 6 floor reflected framing for unistrut channel frame for bolts installed at the following locations: Several bolts were noted to be greater than 2' o.c. Those locations had bolts installed to meet specifications. All locations are at a 2' o.c. minimum with the above - mentioned locations. Work is acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. .z � 6= 0 0 , tn W =. CO J F-- w w 3 i z F � z � w • w; 0 O E -: i v ▪ 0 ui Z _ , 0 z MAYES TESTING ENGINEERS, INC. November 12, 2001 City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Boeing Employees CU Data Center 12770 Gateway Drive Tukwila, WA MTE Project No. E1264 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Sincerely, MSD:Iak 1) Reinforced concrete 2) Epoxy- grouted anchors 3) Expansion anchors MAYES TESTI INEERS, INC. 4 01i1 Michael S. Dolder, P.E. Vice President CC: Larry Burton — Turner Construction RECEIVED NOV 14 j001 DEVELOPMENT FINAL LETTER Permit # D01.1 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 We trust that this provides you with the information which you require. Should you have any questions give us a call. July 9, 2001 Ms. Deb Ritter Associate Planner City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite #100 Tukwila, Washington, 98188 Re: Boeing Employees Credit Union 200321.00 Development Permit Application Number DO1 -199 Generator Testing Schedule Dear Ms. Ritter The new generator for the Boeing Employees Credit Union will be tested on Tuesday mornings, from 6:30 to 7:00 AM. If you have any questions please do not hesitate to call. Sincerely, Kurt Nelson Associate KN:dnz c: BECU: Bruce Young Callison: File #9 hr- Ritter - nelson- 7.9.01 /original sent via: Hand Delivered Copies sent via: Mail CALLISON ARCHITECTURE, INC. INCOM PLETE 1420 FIFTH AVENUE 142400 SEATTLE, WASHINGTON 98101.2343 T 206 623 4646 F 206 623 4625 www.callison.com CALLISON cir y OF Ttn wrLA JUL 092001 Prf'9 T C,TNTE 7t, 1 eta `s V r' • July 3, 2001 Kurt Nelson Callison Architecture 1420 Fifth Avenue, Suite 2400 Seattle, WA 98101 Dear Mr. Nelson: 00% City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01-199 Boeing Employees Credit Union 12770 Gateway Drive This letter is to inform you that your application received at the City of Tukwila Permit Center on July 2, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Associate Planner, at (206)431-3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431-3672. Sincerely, renqa1 Permit Coordinator encl File: Permit File No. D01-199 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 4, • • 4 • • • • r • •.••: • .1•4 4 4, .■:. j' .41:••••••••:,h June 29, 2001 City of Tukwila Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Boeing Employees Credit Union Data Center Project Number 200321.00 Flammable /combustible hazardous materials To Whom It May Concern: The flammable /combustible hazardous materials to be stored in the building are as follows: Diesel Fuel: located in Generator room (room number 139) on the first floor; the tank capacity is 1540 gallons. MSDS sheets attached. Lead Acid Battery (Absorbed Electrolyte Battery): located in the UPS room (room number 138) on the first floor, the quantity of the material is 216 Gallons. MSDS sheets attached. David Zeitlin, AIA Associate DNZ:s Enclosure c: Callison: File Itr- tukwila- zeitlin- 6.29.01 /Original sent via: Hand Delivered CALLISON ARCHITECTURE, INC. — 1420 FIFTH AVENUE 42400 SEATTLE, WASHINGTON 98101.2343 --- T 206 623 4646 F 206 623 4625 www.calllson.com D oi -19q CALLISON t CE;Vt D CITY OF Tt1KWILA J U L 0 2 2001 PERMIT CENTER ACTIVITY NUMBER D01 -199 DATE: 07 -09 -01 PROJECT NAME: BOEING CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR SUITE NO: Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Bail. i : Division + �G -z -0 ( Public Woks LIM Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Approved V'RROUIF.000 V') 1 CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions i H I I REVIEWER'S INITIALS: Plannlr�'g Division WI& 7 - (o--o Permit Coordinator DUE DATE: 07-10-01 Not Applicable n No further Review Required DATE: DUE DATE 08-07-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY ACTIVITY NUMBER D01 -199 DATE: 07 -02 -01 PROJECT NAME: BOEING EMPLOYEES CREDIT UNI. DATA CENTER SITE ADDRESS: 12770 GATEWAY DR. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved WR OUIF.DOC 3FM1 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Incomplete APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: p inn ,4 (9v 41 vyt (f /a 1- ' at PI nnir).g Division Permit Coordinator di DUE DATE: 07-03-01 Not Applicable TUES /THURS ROUTING: Please Route ri Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DUE DATE 07-31 -01 Not Approved (attach comments) DATE: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) PERMIT COORD COPY DATE: 11i V . ?Sa".Jh�.e:ii '• Vii':: ; 'a" imavogal ACTIVITY NUMBER DO1 -199 DATE: 07 -09 -01 PROJECT NAME: BOEING CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR SUITE NO: Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PLAN REVIEW /ROUTING SLIP • Fire Prevention Structural Complete �.� p ,�' Incomplete ri Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved wit endi ions Not Approved (attach comments) REVIEWER'S INITIALS: ' 1 DATE: l from CORRECTION DETERMINATION: Approved Structural Review Required Approved with Conditions n REVIEWER'S INITIALS: %l KKOII I E.000 Planning Division Permit Coordinator No further Review Required DATE: (D a' DUE DATE 08 -07 -01 DUE DATE: 07 -10-01 Not Applicable 1 n DUE DATE Not Approved (attach comments) DATE: i.�iti'ss:S,"z3u:r3}i. :'i t. Rio, 9isfi� 5. ` °.X5aC4;.a7`tr.&fYs�n:: a:ti ?« PERMIT NO.: DO I — 1 6 19 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types igir 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 0080 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 0815 Lighting and Controls 00900 Suspended Ceiling (01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 201700 Final- Building ❑ 01900 Final - Reroof 0 03100 Site Visit [Q , 04000 Special- Concrete 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress [Jr • 0 4004 Special- Welding 4005 Special - High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete 0 04008 Special - Insulating Conc Fill [v r 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System r r t P atiNE TENANT NAME: 1)OC T C rcc14 t %est Mot A6 CONDITIONS [vr 0001 No changes to plans unless approved by Bldg Div [ 0010 Special inspection required, notify Bldg Div [ vr 0011 Special inspector shall submit final signed report Q� 0012 New ceiling grid & light fixture shall meet lateral bracing 013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." [i( 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit (g/ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 3.2 TMC ❑ 41 Ventilation is required for all new rooms & spaces (0', 0 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 2'0007 All structural welding shall be done by WABO certified inspector 0008 All high - strength bolting shall be special inspected [0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: S — Z ' Date: - , "t., W1.4sR iats;ac .+Snh^� ' r- 4; S`. s sef .?s��a'6.:1,Y '.r:s.G4 ti,: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -199 DATE: 07 -09 -01 PROJECT NAME: BOEING CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR SUITE NO: Original Plan Submittal Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Fire Prevention Flo Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) WMOUUDOC VM CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Approved Approved K(3 with Conditio REVIEWER'S INITIALS: r ? X Response to Incomplete Letter #1_ n Planning Division Permit Coordinator DUE DATE: 07 -10-01 Not Applicable No further Review Required n L DATE: DUE DATE 08-07 -01 Not Approved (attach comments) DATE: V/,/ DUE DATE Not Approved (attach comments) DATE: Aii.:7?MEI: {•7tY"'.. k" >.�. -'fr h� e,.- 44$ z iZ re 2 00 N J ,- - Nu- W g D. d = H- zF ZO I- 1:1 u ) • t- W W. H 0 z . U N . O ff ' z ACTIVITY NUMBER D01 -199 DATE: 07 -09 -01 PROJECT NAME: BOEING CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR SUITE NO: Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r Incomplete ri Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP n n REVIEWER'S INITIALS: Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved V'RROUILDOC srrl Fire Prevention Approved with Conditions I 1 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07-10-01 Not Applicable n No further Review Required DATE: - 0) - ()I DUE DATE 08 -07 -01 • Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: „ ltVa:iii; 44.;140. .. ;W c '�.Nlmt�°ta'2`.?rsP,rfiN lrt.i:c'ti4 lst%��s- P �, $ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -199 DATE: 07 -09 -01 PROJECT NAME: BOEING CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR SUITE NO: Original Plan Submittal Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: r lt APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions CORRECTION DETERMINATION: Approved raaoun.00c s'Y, Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions X Response to Incomplete Letter #1 REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 07-10-01 Not Applicable No further Review Required [2r DATE: o3-.10.01 DUE DATE 08 -07-01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: i,` JiJ4. di1 `tinoda.•'ti.A��.C::Yiu�L'G v:�..♦ 'r{:.31/e! ^',u.i+S:.YA Si!a,4Ec7 kit: 'w '�?twaau:ui'i�'! ACTIVITY NUMBER D01 -199 DATE: 07 -02 -01 PROJECT NAME: BOEING EMPLOYEES CREDIT UNI. DATA CENTER SITE ADDRESS: 12770 GATEWAY DR. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIA Approved Approved V'RROUIF.000 n PLAN REVIEW /ROUTING SLIP Structu CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n at jeview Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planning Division Fl Permit Coordinator DUE DATE: 07-03-01 DATE: Not Applicable No further Revie Re• ired DUE DATE 07-31-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: �.„- , a .. iLc�n ;i:4.i::+.7!1F.f.;, t. ; .7:;; } ACTIVITY NUMBER D01 -199 DATE: 07 -02 -01 PROJECT NAME: BOEING EMPLOYEES CREDIT UNI. DATA CENTER SITE ADDRESS: 12770 GATEWAY DR. SUITE NO: 'x Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route n TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WRROUILOOC SON PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions P 0 ( \ Approved with Conditions n • n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07-03 -01 Not Applicable No further Review Required n DATE: DUE DATE 07 -31-01 Not Approved (attach comments) ri DATE: . 2l qo DUE DATE Not Approved (attach comments) L DATE: tt✓�cd: ihi:k�'� i% �xW# ti. 5�i,:. *:a�•atSnJta,K',ls,+t'`Yi9'! :,HN 4o•S "'� 37' s� .�i4'.kt. ".y�JG;� x'?k at?t C'' ACTIVITY NUMBER D01 -199 DATE: 07 -02 -01 PROJECT NAME: BOEING EMPLOYEES CREDIT UNI. DATA CENTER SITE ADDRESS: 12770 GATEWAY DR. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved wwrom .DOC ,rr9 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural n n Planning Division Permit Coordinator DUE DATE: 07-03-01 Incomplete Not Applicable •-(_.-C. rY\QA10 evz, a. , --7 __.(f)1 Structural Review Required REVIEWER'S INITIALS: - APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: No further Review Required n DATE: — 1" S- DUE DATE 07 -31-01 Approved with Conditions Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: City of Tukwila PLANNING DIVISION COMMENTS DATE: July 3, 2001 APPLICANT: Boeing Employees Credit Union RE: Tenant Improvement (D01 -199) ADDRESS: 12770 Gateway Drive Department of Community Development Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. Your application has been deemed to be incomplete. Steven M. Mullet, Mayor We are in receipt of your submittal dated July 2, 2001, which appears to include a portion of a noise assessment (which was neither dated or signed). Please provide the following: 1. A noise study prepared, stamped and signed by a licensed acoustical engineer demonstrating that all HVAC and mechanical equipment as well as all generator packs will meet Tukwila's noise ordinance. This study must include the following: a. A description of all equipment (HVAC, mechanical and generator packs). b. The individual and cumulative noise levels created by this equipment. c. Any noise mitigation necessary to meet the requirements of Tukwila's Noise Ordinance (TMC 8.22). d. Noise barrier analysis and specifications. 2. A generator testing schedule that specifically addresses the number of generators to be tested simultaneously as well as the hours of the tests and their duration. PLEASE NOTE: As a condition of the Planning Department's final approval of the associated Mechanical Permit, the following will be required: Certification by the licensed acoustical engineer that the recommendations provided in his /her approved noise study (see Item #1 above) have been met and that all noise barriers and attenuation devices have been properly installed in accordance with those recommendations. cc: Brenda Holt, Permit Coordinator Bob Benedicto, Senior Plans Examiner 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3070 • Fax: 206-431-3665 JL">' i'iL.�'-k1u 1 ar174.ii.4YWA`hrAn� z z w '00 CO 0 wI (/) IL • w u. 22 d • • z Zp U N ` O o i-' w u" o Z U =. z ACTIVITY NUMBER D01 -199 DATE: 07 -02 -01 PROJECT NAME: BOEING EMPLOYEES CREDIT UNI. DATA CENTER SITE ADDRESS: 12770 GATEWAY DR. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works I I do] DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Incomplete n Structural Review Required REVIEWER'S DATE: 0 1- -o - so I APPROVALS OR CORRECTIONS: (ten days) Approved Approved V'NRouIIAOC L'MI Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE 07 -31 -01 DUE DATE: 07-03-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: . -n.uMI HRI(tl!7`CQ(o 'r4KaO R R ' `14" ' oak City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: 7 -9 " D I ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Address: 12770 Gateway Drive Contact Person: Kurt Nelson Plan Check/Permit Number: D01 -199 Project Name: BOEING EMPLOYEES CREDIT UNION Summary of Revision: C.• D Wi pk+e to gj CL- S S G 4 G Yr# Z1 (.2G148 t^c*"ev' v ��� s � d ie v Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �l2�ZV (2( Entered in Sierra on 7 - 4-0/ Phone Number(2 C 4) (02 3'4 Y rero ; 07/03/01 1; ∎. , rn".^.vAi s,EiK :cs u :d ci= .au • ? :i i iat:Viiok • xt :ar ti:Ki:'� z i-Z re w JU 00 cn w : w = J1- wO D w a w 1- _ z �. ZO w U � O N . w w �U LL Z .. w Z 25-052 -000 (8197). Detach And Display Certificate REGISTERED AS PROVIDED BY LAW A SI CONST CONT GENERAL REGIST:. # • - , EXP .. DATE CCO :c•..TURNECC237_ D2 01/01/2002 EFFECTIVE DATE-4 '- '`'i .03/22/ TURNER CONSTROCTIO_ N COMPANY - • BANK OF:� AMER'I CA3 PLAZA= •• - 901 MAIN ST='STE 4900`':•: DALLAS TX 75202 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold CITY OF TUKWILA JUL p 2 20°1 PERMIT CENTER Balance: Due: . $ 103 4$ . 2S Need Current Contractor. Registration Card: D Yes Need to Enter Contractor Information in Sierra: 0 Yes. :.. > �. b t, f � �d CQn #arc:: � > : IC u g I I EINEDMINALERITIEVIDI .;= :ti�,;;:s>rix• iti. Lia;?: i . <svG>j %i+, " <�iti&v.i {;...ns_!S �6'fi:'�f�r:c ,iir.'S.Pd�F'� Ji.4i ,��xi�ut;i 212101121 ZUSIIIIMSZE ..:2otai69—..i-i&Lili . Balance: Due: . $ 103 4$ . 2S Need Current Contractor. Registration Card: D Yes Need to Enter Contractor Information in Sierra: 0 Yes. :.. > �. b t, f � �d CQn #arc:: � > : IC u g I I EINEDMINALERITIEVIDI .;= :ti�,;;:s>rix• iti. Lia;?: i . <svG>j %i+, " <�iti&v.i {;...ns_!S �6'fi:'�f�r:c ,iir.'S.Pd�F'� Ji.4i ,��xi�ut;i 212101121 ZUSIIIIMSZE Permit Set June 29, 2001 Boeing Employees' Credit Union - Data Center Expansion 12770 Gateway Drive Tukwilia, WA 98168 Project Number. 200321.02 FILE COPY appmv., are _Tors _ r s,ons and appmvai of _ _ _ ,. 1`.e violation of any ado,,d code in nca F.e.,pt.oicon- .,a..._rs opy :Tr approved plans acknowledged. By mil!// /�✓ Date . — P :allo. �I�IaLL 1 '=PARATE PERMIT RICUIRL FOR: `ECHANICAL � tECTR1CAl FLLINISING I GAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. AJi£ fLE S«YS N4i RECO. A 1A Atm WY YN¢LVE. AOJI:F?+LL FtAi fiErZW FEES W m U N O CALLISON SYMBOLS ABBREVIATIONS VICINITY MAP PROJECT DIRECTORY DRAWING INDEX SYMBOL AND DESCRIPTION gal I CET/ CER CF. CG CH CI LIP CL CLG CLO CLR C. CO COL COMA CON CRR CONS. CUNT CMRR CPT CS. CT CU D DOUBLE DET OF DIA DIAL DIY DIV DIPF DR DR DS OW DING DAR E EIFS EJ EL ELEC ELEV ENCL EP EO EQUIP ESCAL EXH EXP EXIST EXT FA FC FO FOC FOTN FE FEC FH WC FIG FIN FLEX FLR FLUE FO FOIC FP FR FRMG FRPF FRT FS FT FTG FUT FVC FRC GA GALV GEN GFRC GFRG (TRP GL GYP GYP H MB HC HD HOBO HOW HIND HM HO H O HR HT "VAC AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN TUTU ADDENDUM ADJ ADJUSTABLE AFT ABOVE FINISHED FLOOR AHU AIR 3TE ING UNIT ALT ALTE ALUM ALUM ANDO ARCH ARCHITECT. ARCHITECTURAL UTO AUTOMATIC Y AUDIO VISUAL B BULLETIN BOARD 0 BOARD LOG BUCKING LKG BLOCKING 0 BOTTOM OF DT BOTTOM RG BEARING RZ BRONZE S. BASELENT UR BUILT UP ROOFING AB CABINET CS CATCH BASIN CEMENT. CEMENTITCUS CERAMIC COUNTERFLASHING CORNER GUARD COAT HOOK CAST IRON CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT. CASED OPENING COL. CUYINICATION CONCRETE CRMECTION. COMECT CONSTRUCU CRINURIS. S. CONTINUE CORRIDOR CARPET CASEWORK CERAMIC TILE CUBIC DEEP DOOLISH. DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL. DIAGRAM DIMENSION DIME. DIVISION DAMPPROF. DAYPPROFING GOWN DOOR. DRESSDG ROOM DOWNSPOUT DISHIIASHER DRAWING DRAINER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC. ELECTRICAL ELEVATE ENCLOSE. ENCLOSURE ELECTRIC PANEL DEAL EOU[PIETIT ESCALATE EXHAUST EXPANSION. EXPOSED EXISTING EXTERI FIRE ALARM 10 PETALLED BY CONTRACTOR/ INSTALLED BY OWNER FLOE EARN FIRE DEPARTMENT CONNECT. FOUNDATION FIRE EXTINWISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH. FINISHED FLF_XIWE FLOE FLUORESCENT FACE ff. FINISHED OPENING FURNISHED BY OWNER/ INSTALLF_D BY ACTS FIRE PROTECT. FRAME. FINE RATED FRAMING FIREPROOF. FIREPROOFING FIRE RETARDANT TREATED FLOORS. FOOT. FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAGE GALVANIZED GENERAL. GENERATE GLASS -FABER REINFORCED CONCRETE GLASS -FIBER GLASS-FIBER GYPSUM REINFORCED PLASTIC GLASS GYPSUM BD GYPSUM BOARD HIGH HOSE 8168 HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL H0.0 HOLDZONTA OPEN HOAR HEIGHT (EATING. VENTILATING. ANO AIR CEDlTAEING ID INSIDE DIAMETER INCL INCLUDE. INCLUDING INFO INFORMATION INSUL INSULATE. INSULATION INT INTERIOR JAN JANITOR JS JANITOR SINK JT JOINT KIT KITCHEN L LAM LAMINATE. LAMINATED LAU LAUNDRY LAV LAVATORY LT LIGHT LTG LIGHTING MAR MASONRY LIAR MATERIAL MAX MAXDIM' NEE MECHANICAL RED LEOIUM MEMB /EABRANE EEZZ 1EZZANINE MGT MANAGEMENT MFR MANUFACTURE. MANUFACTURE NH MANHOLE MIN MINIWR. MINUTE MISC MISCELLANEOUS MO MASONRY OPENING . M SIN( E MTD MOUNTED Mtt METAL MVBL LOVABLE N NORTH NC NOT IN CONTACT NO Nl6BER NOR NOMINAL NTS NOT TO SCALE OC E CENTER E OVERHEAD OD OUTSIDE DIAMETER OPNG OPENING OUP OPPOSITE RO OVERFLOW ROOF DRAIN OTS OPEN TO STRUCTURE ABOVE PBD PARTICLEBOARD PC PRECAST PD PLANTER DR P PLASTIL KURD PLYWOOD PNL PANEL PL ROPERTY LINE PR P PRK PARKING PROP PROPERTY. P7 PAINT POINT. PRESSURE TREATED PTN PARTITION QT QUARRY TILT P RADIUS. RI: RCP REF'LECTEDI RD ROE DRAIN. ROAD REF REFER TO. REFERENCE REFR REFRIGERATOR RE1NF REINFORCED. RECD REWIRED REV REVISED. REVISION RFG ROOFING RM No ROCE w ROUGH opENING RT FIGHT S SOUTH K SOLID CONE SCHER SCHEDULE SD STORM DRAIN SECT SECTION SGT SINGLE WT SHEET SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SO SQUARE SS SERVICE UNN SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STE STORAGE STRUCT STRUCTORAL SUSP SUSPENDED T TREAD TAG TEOUE AND GROOVE TEL TELEPHONE TEL' TEMPERATURE. TEMPORARY TER TERRAllO THK THINK. THICKNESS TENTED TO TOP TOP OF TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UGND UNDERGROUND U7FIN UNFINISHED WIN UNLESS OTHERWISE NOTED VERT VERTICAL VEST VESTIBULE YNR VENEER VWC VINYL WAL W WEST. WIDE W/ WITH W/D WITHOUT W W D C WATER CLOSET. WALLCOVERING woo AN WALL HYDRANT WP WEATHERPROOF. WATERPROOF. WATERPROOFING. WORK POINT MR WATER RESISTANT WT WEIGHT AWE (MELDED WIRE FABRIC XMFR TRANSFORMER YD YARD OWNER BOEING EMPLOYEES' CREDIT UNION CONTR. TUNER CONSTRUCTION 12770 GATEWAY DRIVE 830 FOURTH AVENUE SOUTH TUKWILA. WA 98168 SUITE 400 TELE: (2061 439-5923 SEATTLE. WA 98134 -1300 CONTACT: BRUCE YOUNG TELE: (206) 505 -6674 FAX: 12061 505-6701 CONTACT: COREY KE7ROM ARCH. CALLISON ARCHITECTURE 1420 5TH AVENUE. SUITE 2400 SEATTLE. WA 98101 TELE: (2061 623 -4646 ONEONARD RUFF: AIA KURT NELSON. AIA STRUCT. ABKJ 800 FIFTH AVE. SUITE 3800 SEATTLE. WA 98104 TELE: (2061 340 -2255 FAX: CT: 340 -2266 CONTACT: MIKE BRA 340-2266 PE MECH. ENCOMPASS 7717 DETROIT AVENUE SW SEATTLE. WA, 98 . TELE: [206/ 768 -4096 co NTACT:.MIKE RICHEY ELEC. SPARLING 720 OLIVE WAY. SUITE 1100 SEATTLE. WA 98101 TELE: 12061 667 -0519 FAX: 12061 667 -0554 CONTACT: JOHN PARRY. P.E. ARCHITECTURAL PHASE ONE A-001 GENERAL INFORMATION SHEET A -002 COOE DIAGRAMS AO_f 01 FIRST FLOOR DEMOLITION PLAN AO -102 FIFTH FLOUR DEMOLITION PLAN AD -103 ROOF DEMOLITION PLAN AD -111 FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION PLAN AD -112 FIFTH FLOOR REFLECTED CEILING PLAN DEMOLITION PLAN AO -201 EXTERIOR NAL A -1D1 FIRST FLOOR PLAN A -102 FIFTH FLOOR PLAN A -103 ROOF PLAN A -111 FIRST FLOOR REFLECTED CEILING PLAN A -112 FIFTH FLOOR F CEILING E CABLE TRAY PLAN A -121 FIFTH FLOOR FURNITURE 6 EQUIPMENT PUN A -201 EXTERIOR. WALL ELEVAI:ONS. SECTIONS L DETAILS A -601 0002 6 FINISH SCHEDULE A-801 INTERIOR PARTITION SCHEDULE L DETAILS A-802 CEILING d CABLE TRAY DETAILS A-803 NOT USED A-804 RAISED FLOORING 1. MISC. DETAILS STRIICTI'NAL S -101 STRUCTURAL DETAILS A GENERAL NOTES IERIANICAL 7110.01 SCHEDULES A NOTES M2.01 1ST FLOOR DEMO PLAN - HVAC 702.05 IN FLOOR DEMO PLAN -HVAC 7112.01 1ST FLOOR PLAN - HVAC 7112.05 5TH FLOOR PLAN - HVAC 7112.07 ROOF PLAN -HVAC TP2.0 1ST FLOOR PLAN - PIPING iP2.5 5TH FLOOR PLAN - PIPIING TP2.06 O6 6TH FLOOR PLAN - PIPING NG TP2.07 ROOF PLAN - PIPING ELECTRICAL E0.01 FIRST FLOOR L S AND ATOM IGHT( NG PLAN F LIGHTING E1.01 FIFTH FLOOR E2.01 FIRST FLOOR L PAVER ` PLAN PLAN Pi FIFTH FLOOR POWR PLAN E2.0 ROOF POWER PLAN E3.01 FIRST FLOOR SYSTEMS P E3.02 FIFTH FLOE SYSTEMS RAN E5•01 PEER ONE -LINE DIAGRAM M I 0 \ Ws C 't Iiiiiiiii A - % %% BUILDING SECTION INDICATOR WALL SECTION INDICATOR © ® MAC. A - �., " ''s . _ ,.. • ♦ X = '' -- SITE - _ Avc ax :x x.Ax s. NOV ® ^ X I 1 I I 1 1 \ / - - 'J RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR // TTm�� ©i I ' AXXX I XX __ S_ s. \ � I- V_ A_XXX SMALL CONDITION DETAIL SECTION DETAIL INDICATOR INDICPTOR ® 4 fo ® 77 / Z EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATE MATCH UNE SITE MAP PROJECT ANALYSIS SEE XX/A -XXX MATCHLINE INDICATE REVISION INDICATOR c) X.X - - X.X 0- -- • EX COLUMN Gfl ID NEW EOLUD Gfl ID INDICATOR IN AND GRID LINES AND GRID LINES DATUM INDICATOR. SPOT ELEVATION INDICATE ROOM NAME ROOM NAME ROOM NAME 2022 AB,.2022 1 I D RDDM NAME d NUMBEfl ROOM NAME d NUMBER ROOM NAME d NUMBER AND FINISH GEE$ AND FINISH CODE EO ©® DOOR NUMBER FINISH INDICATOR G (FIX%%%%) WINDOW RUINER FURNITURE INDICATE <0.000 O ( LOUVER NUMBER EQUIPMENT INDICATE MMM CXIOEXX) E NALL/PARTITION TYPE INDICATOR IXTURE INDICATOR APPLICABLE CODES: .1997. UNIFORM BUILDING CODE WITH AMENDMENTS 1997 UNIFORM FIRE CODE WITH CITY AMENDMENTS NATIONAL ELECTRIC CODE UNIFORM. MECHANICAL CODE. CURRENT EDITION UNIFORM PLUMBING CODE. CURREENT EDITION WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE WAC ACCESSIBILITY' CODE TUKWILA SHORELINE MASTER USE PROGRAM LANG AREA: '350.666 S.F. EXISTING GROSS BUILDING AREA: 149.455 S.F. EXISTING BUILDING HEIGHT: 95.63'. 6 STORIES EXISTING PARKING: 533 (GARAGE AND ON GRADE/ BUILDING ZONING: C/ L I : COM ERCIAL LIGHT INDUSTRIAL IND CHANGED SEISMIC', ZONE: 3 OCCUPANCY GROUP: B OFFICE (NO CHANGE! WITH ACCESSORY H -3 GENERATOR ROOM INCIDENTAL AREAS: UPS/ BATTERY ROOM. B OCCUPANCY PER ARTICLE 64. CONSTRUCTION TYPE: 2- FIRE RESISTIVE. FULLY SPRIKLERED. HIE RISE BUT.. I BUILDING ADDRESS SCOPE OF WORK Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 PROJECT 5: 200321.03 12770 GATEWAY DRIVE TUKWILA. WASHINGTON 98168 INTERIOR CONTRUCTION OF A NEW DATA CENTER TO REPLACE' AN EXISTING ONE WITHIN AN EXISTING HIGH RISE OFFICE BUILDING. THE DATA CENTER EXPANSION INCLUDES NEW TECHNICAL AREAS. OPERATIONS CENTER AND SUPPORT AREAS. UPS/ BATTERY ROOM AND GENERATE ROIL LEGAL DESCRIPTION GENERAL NOTES ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING. STATE OF WASHINGTON. BEING A PORTION OF LOT 7 AS SHOWN ON THE PLAT OF GATEWAY CORPORATE CENTER. RECEDED IN VOLUME 144 OF PLATS. PAGES 23 -25. UNDER RECORDING NUMBER 8901230879. RECORDS OF KING COUNTY. WASHINGTON. AND BEING MORE PARTICULARLY DESCRIBED AS FR.LOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 7: THENCE FROM SAID POINT OF BEGINNING. ALONG THE BOUORY LINE OF SAID LOT 7. 541 16'16 ° W 424.58 FEET: THENCE FROM A TANGENT THAT BEARS N28 ° 15 . 14 . E. ALONG THE ARC OF A CURVE TO THE LEFT HAYING A. RADIUS OF 180.50 FEET AND A CENTRAL ANGLE OF 76 AN ARC LENGTH OF 240.94 FEET: THENCE TANGENT TO THE PRECEEDING' CURVE ■ � °, N48 °13'44 250.43 FEET: THENCE TANGENT TO THE PRECEEDING COURSE THE ARC OF A CURVE TO THE LEFT HAVING' A'�RADIUS . OF 180.50 FEET AND A CENTRAL ANGLE OF 46 AN ARC LENGTH OF 145.86 FEET: THENCE LEAVING' THE BOUNDRY LINE OF SAID LOT 7. N04°31'49 41.60 FEET: THENCE N41 ° 46' 16 ° E 362.06 FEET: THENCE N48 31.0' FEET: 'THENCE i N16 ° E. 333.84 FEET: TO THE BANK OF THE DUWAMASH FIVER. AT THE WEAN HIGH WATER LINE AS SHOWN ON SAID PLAT. THENCE. ALONG.', THE SAID BANK OF THE DUWAMISH RIVER. EASTERLY AND SOUTHERLY TO THE POINT OF BEGINNING. CONTAINS 350.666 SQUARE FEET (8.05 ACRES ) OF LAND MORE OR LESS. 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WRK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. AND WHAT IS REWIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE .TRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES. UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY 'WALL INTERSECTIONS. SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SAX INCHES. FROM THE FACE OF THE NEARBY WALL UNLESS' OTHERWISE INDICATED. ALL OTHER DOORS AND CASED,OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS., ISSUED /REVISED DATE PERMIT SET 6/29/01 PERMIT SET GENERAL INFORMATION c 2 APPLICABLE COOES 1.1997 U FORM BOLDING CODE WITH all ALIMENTS 2.1997 LPFOOA FIRE CODE WITH CITY .ND ENTS 33. NATIONAL FRE CODE 4. MECHANCAL COME, PARENT EDITION 5. UNIFORM PLUIENG CODE. CURRENT EDITION 6. WASHINGTON STATE NON- IESEEEATW. ENERGY CODE 7. WAC ACCESSIXITY CODE 8. TU., SHORELINE MASTER 'ESE PROGRAM EXISTING .DING WORM.: I. ZONING C/U- COINEROA LIGHT E16TRIAL SE6WC ZONE :3 3. USE ...ATMB OFFICE 4. MANN OCCUPANCY GR. B OFFICE 5. ACCESSORY OCCUPANCY GROUPS:WA 6. TYPE OF CONSTRUCTION I- FINE RESISTIVE 7. FULLY SWI D ERED S.BIADNG AREA 149,456 S.F. TENANT IMPROVEAENT *FORMATION TENANT !,PRO. NT .A1528 6T FLOOR:26. 5TH FLOOR 2.000UPP CY WOLPS a. ELECTRONIC DATA PROCESSING AND C.ES GROUP B. b. UPS BATTERY ROOMS :DESIGED PER ARTICLE 64- STATONMY LEAD -ACID BATTERY UPS SYSTEMS SRN PDNDUAL LEAD -ALE BATTFRES CONTAINING LESS THAN 20 GALS... GR. B. a GENERATOR ROMP 477 SF ROOM CONT.. GENERATOR WITH ALLY T. NOLIDE 1400 GALLONS OF CLASS 11.B USTRI.E LOW. CROUP H -3. BATTERY ROOM PFOYADOR OCCUPANCY SEPARATION REOUNED :IRFORM FRE CODE SECTION 64043 REOL ES TAM A HOUR SEPARATION OCCUPANCY SEPARATION PROVIDED 1HOUR TENANT MPROVEDENT OCCUPANCY BREAKDOWN LFRST FLOOR a GROW .32 OCCUPANTS b. CROP H-3:2 OCCUPANTS a 2 F FLOUR a GROUP 826 OCCUPANTS TRAVEL DRTANCE AND MAY EGRESS WIDTH 1. TRAVEL DISTANCE NOT TO EXCEED 250' -0° N FULLY SWW4ERE0 ORDNGS 2.1ST FLOOR TENANT YPROYEMENT a GROW B DOORS 32 OCCUPANTS X .2• • 6.4° / 34• PROVIDED PER DOOR. b. GROUP H-3 DOORS 2 OCCUPANTS X .2 - .4° / 34° PROVIDED. 3. 2ND FLOOR TENANT PPROVDENT G. GROUP 8 DOOZS 26 OCCUPANTS x .2 - 5.2 / 34° PROVEED_ MATER. OF EXITS, REORED AND PROVIDED 1. 1ST FLOOR a GROUP .1 REQUIRED / I PROEED b. H -3 1REOIRED / 1PROVIDED 2. SDI FLOOR a. GROW &i REWIRED / 1PROVDED FRE PROTECIM PFORMATON EXISTING BUILDING 6 FULLY SARI 0EIED. TENANT 1 R WEL MMODIFY THE EASING BULONG SYSTEM Pi DE FOLLOWING WAY- FIRST ST FLOOR ADD A PRE -ACTON SPRINTER SYSTEM N TFE NW GE/ERATO, ROOT, EXHAUST PLENUM AND BATTERY /UPS ROW AS WELL AS AN T11-200 FRE SLPPESSION SYSTEM N THE GENERATOR AND BATTERY /UPS ROOD FIFTH FLOOR AO A NEW PRE - ACTON SPRNKTFR SYSTEM II THE NEW DATA CENTER, ADC AND PRINT ROOM AND PPE FOR FUTURE FM 200 SYSTEM OVER DE DATA ROOM ONLY IN PHASE V. PORTAO.E FIE EXTIN;NSIERS 1. 2A1013C DRY CFEYCAL, SUBS N CENg2ATOR ROOM, TAMING ROOM AND FIRST FLOOR STORAGE ROOLL 2.2A108 C CLEAN AGENT 15 1/2LOS N BATTERY ROOM, DATA ROOM AND IOC. REFER TO FLOOR PLANS FOR FRE EXTNGUSIER LOCATI S LIFE SAFETY LEGEND i HR FRE RATED WALL m s m o w 1 oi HR FRE RATED WALL AREA OF NEW 2 HR FEE RATED CEEE. OCCUPANCY e 1 FLOOR MEA OCCUPANT LOAD LOAD FACTOR FROM TABLE 10 -A (2 EXIT LOAD EXIT TO PUBLIC WAY 4 4 4 4 T I I l 1 NOC j Q j !' PRINTERS ® 532 B 1E2': B I f iO0 GENERATO i I I I I i + -- EXISTM( - -- - - + I OPEN Otj FICE t 1 t 1 T 1 1 i1 1 i BOSTING I 1 1 I 1 1EXIT STAR EXISTING 1 T- APEN + aEEICE + T I j I ; 1 UI I I UPS/ 437' j E TRAMG %3 WkAEHOUS 1 p� AGGCESSORY TG . B !OCCUPANCY I - Ct {- - -- --T - emu - r - - ---�- 1 ROOM STORAGEj 1 B 13FL_ i 3001 1 - -- -- 1 I T T EXI G I 1 TEL4ER I • 1 AREA ▪ n EXISTING I B K L BBY _ ED 1ST FLOOR CODE DIAGRAM - --0 -0 - --0 -0 - _ _ _J__- ___J__ __-0 O 5TH FLOOR CODE DIAGRAM 2 1/16 = 1` 0' 0 -0 0 PERMIT SET CODE DIGRAMS s Ail 0 2 2001 N ISSUED / REVISED DATE PERMIT SET. 6/29/01 0 DEMOLITION PLAN NOTES: CMP REMOVE, PROTECT, AOW TARN ORECTEq OA M ID OW NPONENTS CL AD W Tiff OWNER FOR SALVAGE, PMOR T O DEMOUTOR CONTACT THE OWNER TO DETERMINE WHICH ITEMS WILL BE CL AGE 2. SALVAGE DOORS, FRAMES, RELITES AND HARDWARE FOR REUSE, U.N .O. 3. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. .. CONTRACTOR TO USE ONLY THOSE AREAS OF THE WILDING AND SITE APPROVED BY THE OWNER. CONTRACTOR TO NOTFY OWNER OF SaECU.E PR/OR TO ANY WORK IN CRITICAL AREAS. DEMOLITION PLAN INDEX: J EXISTING WALL TO BE REMOVED EXISTING DOOR TO BE .0. EXTENT OF WORK 0 0 f EXISTING RATED EXIT CORRIDOR EXISTING WAREHOUSE EXISTING EXIT STAIR SHEET•NOTES REMOVE EXISTING COENT PLASTER MALL FINISH. METAL LATH. GIB AND V METAL STUDS AS REWIRED FOX INSTALLATION IF AE1N L EXTENT OF WORK THIS FLOOR - - r II I 11 1 L! REMOVE EXISTING GIN MALL, IN ITS ENTIRETY 1. REMOVE EXTANT FLOOR FINISH A PREP FOR NEN CONSTRUCTION ANO NEW FINISHES AS flEWIREO. MOVE EXISTING FLOMFINISI AID PREP. FON 1EW ION ROME EXISTING GIB WALL AS FWD_ FOR INSTALLATION OF NEN DOM d FRAME PLHS/NNA6 26, i RFY wax NEW ONSTRUCTEN RELIVE EXISTING FLOW FINISH AND PREP FOR WAKEN MINE EXISTING GIB MALL IN ITS ENTIRETY II OFFICE II I ROME EXISTING FLOW FINISH AND PREP FORNEN NOR% T� 11 11 11 EXISTING 11 tr 11 11 11 11 I I I REMOVE EXISTING 1 II II 11 U— — EXISTING rT-' OFFICE 11 I r_ -- I RFYNE EXISTING 1 I PLDON FINISH NG 1 I PREP FOR TEN NN 1 1 1 IBM EXISTING i I ! // REMOVE EXISTING / I It uLL IN AS REWIRED ENTIRETt r7 T �� 1 I k CONSTRULTION 1 1 1 FLOW FINIDi ANN I I 1 ■ REP FON MET Mai 1 . ' ___ JII ! THIS WALL TO REHM REMOVE EXISTING G16 WALL IN ITS'EHTRETY AS REHIRED FOR NEW COSTRUCTION EXISTING EXERCISE ROOM NO WORK n FIRST FLOOR DEMOLITION PLAN C 3 ISSUED / REVISED DATE PERMIT SET 6/29/01 PERMIT SET C 3 .W C 712; Dv' , ow;‹ • m o m aU o 3 r oc N w N N — IA C O O m: FIRST FLOOR DEMOLITION 0 0 0 0 DEMOLITION PLAN NOTES: CAREFU' REMOVE, PROTECT, AND TURN OVER AS iR ED, MATE P1O OW W NPONENTS LLY TERMED THE OWNER FOR SAVAGE, PRIOR t0 DEMOLITION. CONTkCT THE OWNER TO DETERMINE WHICH BENS WILL BE TERMED. SALVAGE DOORS, FRAMES,RELNES AND HARDWARE FOR REUSE,U.N.O. 3- PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. . CONTRACT OR TO HE OWNER USE ONLY THOSE AREAS OF THE BUILDING AND SITE MPROVEO 5 CONT CRI R TIC ACT AL OR AREA TO S NOTIFY OWNER OF SCHEDULE PRIOR TO ANY WORK IN DEMOLITION PLAN INDEX: .7 EXISTING WALL TO BE REMOVED EXISTING DOOR TO BE REMOVED EXTENT OF WORK' 0 fENOVE EXISTING GW9 WAIL IN ITS ENi1REtt / REMOVE EXISTING DOOR / AND ERA* EXISTING OFFICE ROAM EXISTHID FLOM FINISH AND PREP FOR NEW MIK 0 CRITICAL AREA REMOVE EXISTING MILLWORK EDIINOIT INSIDE THIS LINE I ST REMAIN IN OPERATION DURING ALL PHASES OF THIS PROJECT ii I RE EXISTING WOOD y ��18:LITE FRAME ALO [1A55 I REMOVE EXISTING GWB WALL IN ITS ENTIRETY 0 REMOVE EXISTING GIS WALL IN ITS ENTIRETY REMOVE EXISTING FLOOR FINISH MID PREP FOR NEW MORK 'REMOVE EXISTING 0001. FRAME. MD WALL AS REQUIRED FOI INSTALLATION OF NEW DOOR 1 11 1 I �{ 1 I• EXISTING OPEN OFFICE Ii EXISTING TELE. /STOR. TI TI 0 EXISTING NETWORK OPERATIONS CENTER NO WORK EXISTING TELEPHONE ROOM WITH EXISTING 1 -HR RATED ENCLOSURE AND EXISTING PRE - ACTION FIRE SUPPRESSION SYSTEM 1 _ EXISTING \ . 1 0 0 FEMME EXISTING WOOD ELITE FRAME ND GLASS It < E %LENT OF WORK THIS FLOOR FIRE RISER CLOSET \ _ SFE MEOONIGAL FOR EXTENT I i OT N� IN THIS ROAR I 0 { { EXISTING DATA CENTER- WITH T HR RATEI CLOSURE_AND_EXISi1NG_-- PRE ACTION FIRE SUPPRESSION SYSTEM NO.WORK._.. z - - - -- - - Ir - - ._ • SEE ELECTRICAL DRAWINGS FOR EXTENT OF CORING REQUIRED FOR ROUTING POWER THRU LEVELS 2-5 IN THIS AREA 0 CRITICAL AREA 1 I' : jl II 1i TI -_. EXISTING - 1 EXPANDED 11 DATA CENTER NO WORK EQUIPMENT: INSIDE THIS LINE MIST REWIN [N OPERATION DURING ALL PHASES OF THIS PROJECT n FIFTH FLOOR DEMOLITION PLAN PERMIT SET C 0 0 2 - o m 'a � >m m A m W ' _ U R m >s W x 0 w O co m co o m m d U 3 E.T. W m N 1- W L 0 O m ISSUED I REVISED DATE PERMIT SET 6/29/07 FIFTH FLOOR DEMOLITION PLAN , rc 2 3 0 0 0 0 EXISTING 7 - • - —) .IFY EXISTING MECHANICAL SCREEN WALL KICKER AS REOUIRED FOR LOCATION OF NEW DRY COOLERS REMOVE EXISTING BUILT-UP ROOFING SYSTEM'IN THIS AREA AS REWIRED FOR AEW DRY COOLER SUPPORT CURB H. 11 11 1 1 gl - _ IMITY EXISTING icaualcAL SCREEN WALL KICKER AS REWIRED FEN LOCATION OF NEW DRY COOLERS EXISTING 15' TALL SCREEN NALL TO REMAIN REICNE EXISTING OUILT-UP ROOFING SYSTEM IN TIM AREA NYISEPS ROOF DEMOLITION PLAN NOTES: FO E ND M UnTE L LLI E TWE RI S C IJ A P L P2 W VAILT R PIP" AND 2. PROTECT EXISTING ROOF ARE. AND ROOF MOUNTED EOUPLENT TO REMAN . ISTIIt . STAIR FOX • -STAIR DELON ' REMOVE EXISTING 81.IILT-UP AS REM. Fal VERIFT LOCATION WITH LOCATION OF . PLY'S = IECHMICAL NG CEIENT PLASTER HATCH TO REMAIN rscLigrek... EXISTING ROOF ACCESS - - EXISTING ROW DRAIN AND OVERFLOW DRAIN TO RLIAAIN 10 ® 0 • • 2 21 - / 1 , , (7) ROOF DEMOLITION PLAN 0 0 PERMIT SET ISSUED / REVISED DATE PERMIT SET 6/29/01 ROOF DEMOLITION PLAN O O O 0 0 0 0 SYSTEM :: ^E1BST@1G -AGT- CEILING - - w -0' TO RERAN EXTENT TO THS -FLOOR _ORK .... _.. REFLECTED CEILING DEMOLITION PLAN INDEX: EXISTING ACT CD. AND GRO TO BE P.9404T_P -' oS ENTIRETY EXISTING LIGHT FIXTURE TO BE REMOVED EXTENT OF WORK 0 ,�W�wrrr.-s-.wrr`ti rrr�r� r -- Pn ` 1 0 -.. - -. 1 I I� 1 I 1 I L J Ii. a REMOVE USW LAY -IN • 1 . N:T CUM ND ORD - -� IF I ! L i • - r 1 � — . 12 11 11 1 r 1 II DO\- 199 T t 1 IrT 1 �rT + I i I II I 1 I 1 II I \ I , I L 11 r II J_ __ — ___ STEM FIRST FLOOR REFLECTED n CEILING DEMOLI PLAN PERMIT SET 0 .0 . O > co . N -` ([I V 0 co W X S r_ • d - • c. 10.3 1� Y W m N W O 0 m ISSUED/REVISED DATE PERMIT SET 6/29/01 FIRST FLOOR REFLECTED CEILING O REFLECTED CEILING DEMOLITION PLAN INDEX: EXISTING ACT CEILING AND GRID TO BE REMOVED IN ITS EYTRTTY EXISTING LIGHT FIXTURE TO BE REMOVED EXTENT OF WORK 1 O _._____;.- _ L__.___.__.r L MOy EXSTRG Y - ILT C�lR7G Na CRID LA r REMOV EXISTING 4X4 SCENT LN,11T flRTDfIE 0 0 �..:::..:..i .� EXTENT OF WORK TISFLOOR 0 0 2) elt FIFTH FLOOR REFLECTED T CEILING DEMOLITION PLAN ISSUED / REVISED DATE PERMIT SET 6/29/01 PERMIT SET FIFTH FLOOR REFLECTED CEILING, EXISTING WNDO TO .NN REMOVE EXISTING CEMENT PLASTER WALE FOSI1, METAL LATH. GWB NO V METAL STUDS AS REQUIRED FOR INSTALLATION OF NEW LOUVER. O SYS. MOOG PRECAST CONCRETE WAIT RCM.. ROOM O EXTERIOR DEMOLITION AT NEW GENERATOR ROOM �E a 716 WILL TO WORK REMOVE EXISTING CEMENT PLASTER WILL FNSH, METAL LATH, GEB /FO V METAL STUDS AS REDU2ED FOR NsrxuTlox_oFlEwaowER aaeaaa_aa_a _ eaaaca __ EXTENT TO WORK THS FLOOR SO FLOOR 3O FLOOR ROOF TOS *36'x' 1ST FLOOR 09-6' 9 \/ 0 REMOVE EXSTNG UY -N ACT CELNG. GOD LOiTT FIXTURES IO MOVE DOSING CBOT PLASTER WNL FNSO I ETAL LATH, GWB NO 6' IETx SILOS AS REO RED FOR NSTMLATION OF NEW LOUVER REMOVE E7LSTNG FLOOR HIEN NO PREP 'OR NEW OW SPLCI0N REMOVE DOSING LAY-N ACT CELNG, C LIGHT FIXTURES FO REMOVE EXISTING GWB e % W. CONSTRUE. REMOVE EMS. FLOOR HEN MO PREP. FEW OW SRUCTON CE) DEMOLITION WALL SECTION AT NEW GENERATOR ROOM PERMIT SET ISSUED I REVISED DATE C O w — 0 a) 1: co O CO CD ✓ C 0 r U Q a � X a w 3 a • FMS - O '°— aU 3 � Y E F6 , 3 W ioN~ O 07 C 0 O m PERMIT SET 6/29/01 EXTERIOR WALL DEMOLITION A O O 0 0 0 0 s E FLOOR PLAN NOTES SEE SHEET A- SO1FOR DOOR ALL ROOM FINISH SCUMS AND WET A- BOIFOR WALL TYPES. SEE GENERAL INFORMATION SHEET, A -001 FOR ADDITIONAL RFORWTKW- ALL PARTITIONS ARE DIMENSIONED TO THE DASHED FANG' OF THE PARBTON UNLESS OTHERWSE NOTED. TOR PARTITIONS NOT LOCATED BY 'ENS"' ON THE FLOOR PLAN, REFER TO SPECFIC DETALS AL NOIID. THE DOORS THAT'. ARE NOT LOCATED BY SPECIFIC PLAN DIMENSIONS, RE. TO TYPICAL DOOR JAW DIMENSIONS. 000R OR CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE CHI WOES FROM THE EA. OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. ALL DRAWING DWENSKINS SHALL BE VERFED W NE F€.D FOR COUPZWATON WITH EXISTING AND NEW CONDITIONS ALL DIME.IONS NE TO BE WITHIN 1 /NP' ALONG HEIGHT AND I/4" ALONG WIDTH OF WALLS, NO DIMENSIONS SHALL BE TAKEN BY SCALING FROM THE DRAWINGS. NOTFY ARCHITECT OF DMENSKWAL CONFLICTS OR OMISSIONS ML OBTAIN DIRECTION PRIOR TO COMMENCEMENT OF WORK. REFLECTED CEILING PLAN NOTES 0 PANTED META [OUVER SET MECHANICAL FOR 921 PARTITION CONSTRUCTION SHALL COMMENCE ONLY AFTER ARCHITECT 11. REVIEWED THE APPROVED LAYOUT ON FLOOR. NOTFY ARCHITECT ONE WEEK PRIOR TO NEED FOR REVIEW. PROVIDE METAL CORNER OR EDGE BEADS AT ALL GWB TERMINATIONS. WHERE SNOWN ON DRAWWGS,WSTPLL BUILDING STANDARD ERE'EXTWGIASIERS AND CABINETS IN ACCORDANCE van MANUFACTURER'S RECOMMENDATIONS. INSTALL ALL NEW OR RELOCATED APPLIANCES SPECIFIED AND ALL EMINENT. ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND SPECFICATIONS. VERFY ALL CLEAR. OPENING DIMENSIONS IN CABRETRY ADEQUATELY ACCOMMODATE THE SPECIFIED OR RELOCATED EQUIPMENT. PROVIDE BLOCKING,. REQUIRED FOR All "IN CONTRACT" WALL MOUNTED SHELVES, F A U L r , MILLWORK PND FOR ITEMS SPECIFICALLY NOTEL THAT ARF N c BLOCKING SHALL BE FlRE RETARDANT AS REOUWED BY TFE LOCH BUATIBJC OFFICIAL. REPAID OR RESTORE ML FIREPOFING FOR ML '"AL S S VA. TEEL GIRDERS AN0 COLUMNS DAMAGED RO WRING CONSTRUCTION. STORAGE FIRE SUPPRESSION NOTE GENERATOR MD U'S/BATTERY ROOMS TO HAVE NEW PRE- ACTION FIRE SUPPRESSOR SYSTEMS. UPS/BATTERY ROOM TO HAVE NEW FM-200 FRE SUPPRESSION SYSTEM EXISTING WAREHOUSE PAM ON FLOOR TO DESIGNATE AREA OF EGRESS TO REMNN CLEAR AT ALL TIRES PAWED IAETA LOUVER SEE MECHANICAL FOR SIZE '. 0 IZTF PANTED META LOUVER SEE MECHMlCN- Fat STZE � D%HNIST PPE ABOVE FUTURE EXTERNAL WNTENMICE BYPASS SWITCH EXTENT TO WORK THIS FLOOR IXEDLYA',.. BYPASS SWITCH n FIRST FLOOR PLAN 12 PERMIT SET IC O o 0 b •: m 0 Q to m o->.w V/ w 0 c m 0 w— : 6 U E m ti m ISSUED /REVISED DATE PERMIT SET 6/29/01 FIRST FLOOR PLAN w a one II1! ■ —0 - 1111 .11111111111111 onn DATA GENDER, NOG, MD PINT ROOM TO GET NEW PTE -X. FRE SU'PRESSC N SYS. 0.UN FOR RIME FM-200 SYSTEM N THE DATA CENTER MAY PHASE 21 QM! MINK I ■ —■' : ® 4'-1i" 4'. 4.71' I` •••••••••-- . EmmEsh / . • limi. n ummillur 11 ITA ®�_ '. III v G - - e 1 , mil. •• R.. F N111111111■11111® (AG MS ii milmi lliElEl&iiii me rMIrlial i t .1111111■, • W . 1 •■■•IIIINI4;.': iLilu�iU+.iE4'+'+.7n El + Emmossom 'EXSTING'iTELEPHONE WITHEXISTING 1-HR ,RATED ENCLOSURE AND EXISTING PRE- ACTION FIRE SUPPRESSION SYSTEM j • EXISTING DATA CENTER- WITH 7 -HR RATED FNCLOSIIRF ANO FXINING PRE - ACTION FIRE SUPPRESSION SYSTEM II II NK15 EXISTING FIRE RISER CLOSET PLUS/W6 5, SEE IET547NA FOR ECTEMF OF WORK N TIPS ROOT CENTER FEW WWI OF DETN0 IULION ECM OF WORK TH S FLOOR FIRE SUPPRESSION NOTE • 0 PDu Y' 0 EXISTING NETWORK OPERATIONS CENTER H, NO WORK EXISTING PRINT ROOM NO WORK; FLOOR PLAN NOTES SEE SHEET A -601 FOR DOOR AND ROOM FINISH SCHEDULES AND SHEET A- BOTFOR WALL TYPES. SEE GENERAL INFORMATION SHEET, A -DOT FOR ADDITIONAL NFORMAOOM 3. ALL PARTITIONS ARE DIMENSIONED TO THE FINISHED FACE OF THE PARTITION UNLESS OTHERWISE NOTED. FOR PARTITIONS NOT LOCATED BY DNEN40N5 ON RE FLOOR PLAN, REFER TO SPECIFIC DETAILS AS NOTED. THE DOORS THAT ARE NOT LOCATED BY SPECFIC'.PLAN DIENSONS,REFER TO' TYPICAL .DOOR JAMB DIMENSIONS: DOUR. OR CASED OP.. WITHOUT LOCATION. DIMENSIONS ARE TO BE (6) INCHES FROM THE FACE OF THE ADJACENT, PARTITION OR CENTERED. BETWEEN PARTITIONS., ALL DRAWING DIMENSIONS SH ALL 8E VERIFIED N THE FIELD FOR C�OORONATION W7TIR EXISTING PAID NEWL CONDITIO Nl DIMENSIONS ARE IONS S O BE, A L L B TA KEN BY ALONG SCALIN G. FR M' T H ALONG WIDTH O WALLS. NOTIFY AR ARCHITECT NO DIMENSIONS E O HIA. C O TA. SCALING AND OBTAIN THE DRA CS NO DIR ECTION PRIOR TO COMMENCEMENT AR NCEMEN OF w CKLICTS'0.4 OMISSIONS AND DIRECTION WOHRI 0 0 6 PARTRION CANSTRUCTXR SHAEL COIKENC`c ONLY AFTER ARCHTECT NAS REVEWED THE APPROVED LAYOUT ON FLOOR NOTIFY ARCHTECT ONE WEEK PRIOR TO NEED FOR REVIEW. 7- PROVIDE LETA CORNER OR EDGE BEADS AT ALL GWB TERMNATRNS. a *ERE sum ON. DRAWINGS, INSTALL BIADNG STANDARD FRE EXTNGUSEERS MD CABLETS N ACCORDANCE WITH MUMMERS RECOMMENDATIONS.' NSTALL ALL HEW OR RELOCATED APPLIANCES SPECFED MID ALT. EQUIPMENT AGCORONG TO MNKFACTIRERS NSTRUCTD LS AND SPECFlCATIONS: VERIFY ALL CLEAR OPENNB DIEpSIONS N CAVORT ADEQUATELY ACCOIEAODATE TFE SPECFEO OR WELOCA. EOUPIERT: D. PROVIDE BLOCKNG,AS REQUIRED FOR, ALL °N CONTRACT WALL MOUNTED',. SHELVES, FIXTURES, MILLWOR(, AND FOR ITEMS SPECIFICALLY DOTED THAT ARE N.A. BLOCKING SHALL BE FIRE RETARDANT 1 AS REQUIRED BY THE LOCAL BAIRD' °Mak. tt REPAR OR RESTORE PL1 FIREPROOFING FOR '.N.L STRUCTURAL STEEL BEAMS, GIRDERS AND COLUMNS DAMAGED DURING CONSTRUCTION. CRITICAL AREA EOUPIENT INSIDE TINS LPE MIIST REMAN N OPERATION URNG ALL ERASES OF DC PRO,ECT lqq n FIFTH FLOOR PLAN EXISTING - EXPANDED DATA CENTER NO WORK ISSUED I REVISED DATE PERMIT SET 6/29/01 PERMIT SET FIFTH FLOOR PLAN m y � m o m A I e c Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 PROJECT #; 200321.03 CALLISON CALLISON ARCHITECTURE, INC. 1420 Fifth Avenue #2400 Seattle, Washington 98101.2343 T 208 823 4848 11 206 623 4626 www,oalllson,00m 4188 MES P ROTHWE11 TE OF WASHINGTON BOEING EMPLOYEET CREDIT UNION OWNGR; Booing lmployaaa' Cradle Union 12770 Gateway 04408 Tukwila, WA 88168 T 208 438 6868 206 823 4026 www,xxxxxxxx,00m 0 0 0 0 REFLECTED CEILING PLAN NOTES THE BUILDING IS FULLY SPRWKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWWGS AS REQUIRED BY THE GO.NiNG AHTHUWITY SUBMIT TO ARCHITECT FOR REVIEW BEFORE COMMENCING WITH WORK_ 2. CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY- PLl CEILING FIXTURES, SPRWKIERS OR CELWG DEVICES W C H APPEAR TO BE W A ROW SHALL BE INSTALLED ALIGNED WITH A COMMON CENTER LINE U.O.N. ALL SWITCHES, OUTLETS, THERMOSTATS OR OTF£R ELECTRICAL ITEMS SHOWN SIDE BY SIDE ON PLAN BUT CALLED OUT DIFFERENT HEIGHTS SHALL BE INSTALLED VERTICALLY ALIGNED U.O.N. ALL CEILING FIXTURES, FIRE APWNKLERS, SMOKE DETECTORS AND EXIT SIGNS SHALL BE LOCATED AT THE CENTER OF THE CELNG TLE U.OH 0 SEE DETAILS ON SHEET A -802 FCR TYPICAL PCT INSTALLATION. •j VEPoFY FELT CONOHIONS AND'LOCATIONS OF ALL 4 ENTS TLRAL ELEMEN EUATE CLEARANCES E TO INS REARRANGE P AN MODIFY ELEMENTS N O NS TH E DRAWING CLEMANCES TO INSTALL CEILINGS AND FIXTURES /5 SHOWN ON THE DRAWINGS. GENERATOR =1 uP NO TWIG INS SPACE IWS/RATTERY tTe RE. TO MECHANICAL, ELECTRICAL, FIRE PROTECTOR DRAWNGS AND SPECNICATION FOR NI£ DESIGN OF THESE SYSTEMS. ARCHITECTURAL IS FOR LOCATION OILY. NOTIFY ARCHITECT OF CONFLICTS BETWEEN ENGWFERED DRAWINGS AND ARCHTECTURAL POOR TO COMMENCING. WORK. ALL LIGHT SWITCHES U.O.N. SHALL BE MOUNTED AT 44" Alf_ TO CENTER LINE AM SHALL BE LOCATED 8" FROM THE LATCH SIDE OF THE DOOR FRN.£. E EXISTING HEIGHTS OR EXISTING BUILDING STANDARDS ARE REQUIRED OR DEFERENT HEIGHTS ARE PrICATED ON THE ELECTRICAL DRAWINGS VERIFY WITH ARCHTECT PRIOR TO INSTALLATION. PRE 11 140 ( `- - 0 NO CEING N . PRE - ACTION CLOSET 0 0 0 0 1 FIRST FLOOR REFLECTED CEILING PLAN FIRST, FLOOR REFLECTED 0 0 0 0 UNISTRUT CABLE TRAY B BRACING- SEE STRUCTURAL DRAWINGS: FOR SIZES AND LOCATIONS: SEE ALSO SHEET A - 003 FOR ROOM SECTION. CABLE TRAY: ISHINN AS TONEOI 24' WIDE LADDER TYPE CABLE TRAY SUPPORTED BY UNISTRUT. SEE SHF1T A-1302 FOR DETAILS. I X 4 CONTINUOUS LIGHTING FIXTURE HUNG FROM DECK ABOVE. SEE SHEET A-803 FOR FIXTURE BRACING DETAILS. FIRE (USER CLOSET CRITICAL -AREA- _- EORIPIQNT INSIDE THIS LINE MST - REMATH- ITf OPERAT-IOT- OARING -Aa PHASES OF THIS PROJECT REFLECTED CEILING PLAN NOTES THE BUILDING IS FULY SPRt1OERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FRE PROTECTION DRAWINGS AS REQUIRE. BY .TIE.. GOVERNING AUTHORITY & SMAIT TO ARCHITECT FOR REVIEW BEFORE COMMENCING WITH WORK. CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF .FIRE RATED ELEMENTS AS REOLWRED BY THE I GOVERNING AUTHORITY ALL CEO. FIXTURES, SPRINKLERS OR CEENG DEVICES WHICH APPEAR TO BE IN' A ROW SHALL BE INSTALLED MANED WITH A' COMMON CENTER LINE U.O.N. NI SWITCHES, OUTLETS, THERMOST,.TS OR OTFER ELECTRICAL ITEMS SHOWN SIDE BY SIDE ON PLAN. BUT CALLED OUT DEFERENT HEIGHTS SHALL BE INSTALLED .VERTICALLY ALIGNED U.O.N. ALL CEILING FIXTURES, FIRE APRNMLERS, SMOKE DETECTORS AND EXIT SIGNS SHALL BE LOCATED AT THE CENTER OF THE CEILING TEE O.O.N. SEE DETALS ON SHEET A -802 FOR TYPICAL ACT INSTALLATION. REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION. DRAWINGS AO SPECIFICATION FOR THE DESIGN OF THESE SYSTEMS.' ARCHITECTURAL IS FOR LOCATION O1., NOTFY. ARCHITECT OF CONFLICTS BETWEEN ENGINEERED DRAWS AND NRCHTECTURAL PRIOR TO COMMENCING WORK. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL STRUCTURAL ELEENTS,DUCTS, PLUMBING, ETCETERA REARRANGE AND MODIFY ELEMENTS TO ENSURE. ADEUATE' CLEARANCES TO INSTALL CEILINGS AND FIXTURES AS SHOWN ON THE DRAWINGS. ALL WIGHT SWITCHES U.O.N. SHALL BE NOUN. AT '44" A.F.F. TO CENTER LNE'NO SHALL BE LOCATED 8 FROM THE LATCH SIDE OF IF( DOOR ERAS. F EYETFO.IMO'S OR EXISTING BUILDING STANDARDS ARE REQUIRED. OR DEFERENT f®GHTS ARE RADICATED ON THE ELECTRICAL' DRAWINGS VERIFY WITH ARCHITECT PRIOR TO NSTALLATKKL Doi -19q UI 4 gI II II I) FIFTH FLOOR REFLECTED CEILING (/^',I `, & CABLE TRAY PLAN T PERMIT SET PERMIT. SET ISSUED / REVISED DATE 6129/01 FIFTH FLOOR REFLECTED GEMINI: rc 0 0 MAC 0 d • 3•-o• Si Si Si Si Si Si Si Si S ( 43 I 44 I J--- J _ __ J- - W�u 0 RA D 0 0 0 'FLIT ilcAL/ONI RAMP AS4e nz i(R LP27 -VA fP27 -VA Wolf 8041 EMMERT- FOIO STAIR i _ MEN 504A ER rllw�l. 504E ,.. 1 ,, r_, a MISS TOIL O 0 DOI--/f7 FIFTH FLOOR FURNITURE AND EQUIPMENT PLAN • OFFICE SEA C 0 C O N C m =o� t. m x W w • .- W — co a ' r Y E m I� W m N O7 C m O m= ISSUED I REVISED DATE PERMIT SET 6/29/01 FIFTH FLOOR FURNITURE ANn, rc FEW CONTROL JDNT BETWED7 MEW M EXSSTNG � FN5FES IEW METAL WEALS TO MATCH EXISTING (TY, NEW PANTED METAL SUPPLY LOUVER GENERATOR RM... NEW CEMENT( PLASTER WALL FINISH 10 MATCH THE EXISTING: WALE NW METAL REVERS TO E MATCH EXISiWG (TYP,I • EXISTING GLASS /� X RANTEC LETAL 7 MIL P.1 GDERATOR EXHAUST EXISTING GLASS a PRECAST CUiTPNWAI 6EYOrID EI95TNG PRECAST —" CONCRETE PA O EXTERIOR ELEVATION AT GENERATOR ROOM NEW PANTED HOLLOW META- DOOR E%IST VERTIC CONTROL JOINT FEN PANTED METAL EXEWfiT MIXER 31St FLOOR EXISITNG PRECAST LO CONCRETE PMAKI • t 37 ROOF TOS t 36'-1' 1ST FLOOR GDERATOR EXHAUST INTAKE LOUVER, SEE AEM DRAWNGS FOR SIZE 5' DEEP ACOUSTIC BAFFLE ACCESS DOOR TO DNAUUST AN PLENUI. PROVIDE 2 HR RATED SPRAYED ON GEENTITIOUS ENE PROOFNG D3STNG ROOF DECK 6' X F CONCRETE f / CONTAINMENT CURB T - DOUBLE WPa FUR, TANK 640 GALON CAPACITY BUILDING/ WALL SECTION AT GENERATOR ROOM oi / EXISTNG CONCRETE FLOOR/ COMA STRUCTURE FEY1' LIGH� L ` FUTINE DUCTWORK UPS/ BATTERY ICI COOLING TOWER CURB 02- -r4 A -201 -01 PERMIT SET ISSUED I REVISED DATE PERMIT SET 6/29/01. EXTERIOR WALL ELEVATIONS, NO. DOOR TYPE. MT'L W H -. ASSEMBLY RATWG"WWR FRAME TYPE MTL DETAILS HEAD JAMB SILL REMARKS 136 C MTL'. 3.-0n 7' - O" - h 20 3 ' A H.M. 55 ' 5A - OFFICE 137. C MTL 3'0 7'0 - 3 A H.M. 5A 5A - STOREROOM 138 C ' MTL 4 7' -0" - I 3 A H.M. 4AHA7A 4ASA7A 7D CONT. HINGE 139A C MTL 4• -0, 7' -0 - . 90 3 A H.M. 5A 5A - CONS. HINGE.. ACOUSTIC GASKET 1398 C ! MTL 3' -0" 7' -0° - - 5 , A H.R. XX XX - EXTERIOR DOOR 140 B MTL. 2'-6" 7' - O° PAR. - 4 B. FLU. SA 5A - STOREROOM 526 C MTL' 3' -0 ". 7' - D" - - 1 A H.M. 5A SA - STOREROOM 529A C MTL 4' -0 ". 7' -0" - 60 6 A H.M. 5A 5A XX PROVIDE THRESHOLD 531 E ALUM 3'0 " 7' -0' - - '2 A ALU1 XX XX - OFFICE 532 E ALUM 3' -0" 7'0" - _ 1 A ALUM XX I XX - FOR EXACT LOCATION AT DOOR. OPENING OR CASED OPENING SEE DETAIL DIM. PT. CONCRETE SLAB 1--- "T1 >E STRIP `RESILIENT ROOFING ci :: ) CONCRETE TO RESILIENT FLOORING / HALF FULL SCALE FOR EXACT WCADON AT ill DOOR OPENING OR CASED OPENING SEE DETAIL C HALF FULL SCALE TOP OF CONCRETE RESILIENT FLOORING WHERE OCCLk6 VINYL EDGE STRIP CARPET TILE L YAtlk' ILhIO if, 41U;I r 'It11 CARPET TILE TO CONCRETE OR RESILIENT FLOORING ACACT%/" / ///7//O////////O/// 11111 ��i///o i////ioi AT OOOrl OPENING: TRANSITION UNDER. DOOR LEAF. LOCATE AS SHOWN DEPENDING UPON DOOM LEAF LOCATION. AT CASED OPEfHNG: TRAFSRpNAT END OF JAMB AS LOCATED ON PLANS. 0 FLOORING EDGE STRIP LOCATION HALF FULL SCALE DOOR HARDWARE LOCATIONS ❑ 3/8" =1 DRSI-1A3 1, — I MI Int �>IHIn S IIIJJI 0 TYP. KM. ..IAMB AT GWB WALL ( HEAD SIM. ) ))Till IIII�I METAL STUDS G.W.B. PA SIDE VARIES SEE PARBDON TYPE FNFACE OF WALL ADJACENT- SEE FINNS FOR LOCATIONS RRI. FRAME NOTE SEE PLANS SCHEDULE FOR WAIL TYPE TO DETERMINE FRAME WIDTH SEE DOOR SCHEDULE FOR MULLION LOCATIONS O TYP. HOLLOW METAL MULLION O HOLLOW METAL FRAME DET. ❑ 3 " =1 -R DRSHBI I ISSUED / REVISED DATE PERMIT SET 6/29/01 ROOM FINISH SCHEDULE ROOM N0. 136 138 139 140 526 529 530 531 UPS/BATTERY ROOM GENERATOR ROOM PRE - ACTION VALVE VCT -1 EP-1 EP-1 VCT -1 F43-1 PT-1 ACT-1 PT, WA WA 1�7 PT-1 WA VCT-1 RFf -1 RFT-V CPT-1 RFT 1 RI. p� 1 ACf-1 RB-1 I PT-1 R3-1 PT-1 PT, ACT-1 R03-1 PT-1 ACT-1 BB PRIMER ROOM RFT -1 RR-7 FINISH LEGEND PT-1 ACT-1 REMARKS SYMBOL AC! -1 CPT -1 VCT -1 EP-1 RBA PT -1 Pi-2 PT-3 PLAM -1 CG-1 HB-1 MATERIAL ACOLGTICAL CEILING TILE CARPET TILE SOLID VINYL TILE EPDXY FLOORING RASED FLOOR TILE RUBBER BASE WALL /CEILING PAINT EPDXY WALL PAINT CEILING PAINT PLASTIC LAMINATE VINYL CORNER GUARDS HORIZONTAL BUNDS MANUFACTURERS M)MBEV STYLE MFR TBD TYPETO MATCH D3SRNG NO 1130 GRID: TBD M EFLTBD TYPE: TBD MARTO MATCH DOMING MFR TBD COLOR TO MATCH EXISTING MFR: TBD COU0R HAZE GRAY MFR TATS ACCESS FLOORING CONCORE 1250.2 X 2 COLORTBD MPR TBv COLOR TO MATCH BUSTING MFR TBD COLOR MATCH BUSTING HER: TBD WATER BASED CATALYZED EPDXY COLOR TO MATCH DeSING NEB TBD COLOR FIAT WTUE, DRYFALL MFR 1BD COLORTBD MFR TBD ACROWN SM-20 VINYL ACRYLIC. RRBLETTE TEXRBE COLOR TBD MRITBD METAL HORIZONTAL BLINDS COLORTO MATCH EXSTNG REMARKS SEE SPECIFICATIONS FOR PANT COAPOSIRON. PRIMING AND APPLICATION NEOMM7ION. SEE SPECFKATIONS FOR PANT COMPOSMON, RIMING. AND AFRICATTON. PFOM/ATIWi SEE SPECIFICATIONS FOR PAM COkPOSMON. PRIMING AND APPLICATION *FORMATION SEE SPECIRCAMONS FOR PANT COMPOSITION. PRIMING AND APPLMATI N PFOTAIATION. LOCATED AT ALL EGERRIOR WINDOWS. MEP FINISHES NOTE: REFERENCE MECHANICAL IDENTIFICATION SECTION )000000.O( FOR SCHEDULE OF MEP EQUIPMENT PAINT COLORS REFERENCE SECTIONS 09900 &09901 FOR PAINTING AND PANT FINISH SYSTEM SCHEDULE DOOR SCHEDULE /' XX INDICATES DETAIL PENDING HARDWARE GROUPS HW1 1 1/2 PR. Butts Lever Handle Mortise Lockset (Storeroom or Office Function as Noted) 1 S Cylinder trike 1 set silencers E1'1'/-22 1-2 1/2 Security Door PR Butts L El e ectric Strikver Handle e Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 CardReader- Entrance. 1 Passive Infrared Detector InstaOed On Exit Side Of Door 1 Door Position Contact HW -3 Fire-Rated 11/2 PR Butts 1 Lever Handle' Mortise Lockset (Storeroom or Off a function as rated) 1 Strike 1 1. Cylinder 1 Closer 1 Set Smoke Gasket 'Kick Plate' Note. Provide continuous hinge at 4' -0" wide doors. Provide acoustic gaskets where noted. 1 DOUbleDoor 3 PR Butts Lever Handle Mortise Lockset ( Office g o active. Leaf} Set Self Latching Flush Bolts (Top a bottom^ inactive leaf) 1 Strike 1 Cylinder 1 Coordinator 1 Set Silencers 1 1-5 ,Exterir Door. Lev PR Stainless Steel Butts Lever. Handle Mortise Lockset W/ Latch Guard Strike Cylinder Closer Set Acoustic Gaskets Threshold: Kickplate Door Position Contact HW -6 Fire -Rated Data Center Door 1 Continuous Hinge 1 Lever. Handle Mortise Lockset 1 Electric St,. 1 Cylinder 1. Power Assisted Closer t set Smoke Gasket Kick' Plate Card Readers. Entrance 7 Ext i Passive Infrared Detector Installetl On Exit Side Of Door 1 Door Position Contact DOOR TYPES TYPE A/C (RATED) FRAME TYPES TYPE A 10 TYPE B/D (RATED) TYPE B /y/ TYPE E TEMPERED CLASS :boii 99 PERMIT SET U 2 DOOR &, FINISH SCHEDULE o 8 9 10 11 12 C _Q L 0 O 7 ® E Ca ®may o O jE �` Os a x E Q as as Ilk AT FIRE -RATED Nar CONSTRUCTION _-- AT FFE-RAT� D AT NON- FIRE -TRIED CONSTRUCTON C ONSTRUCTION . CONSTRUCTION var © AT NDN-FRE- STRUCTURE STRUCTURE � STRUCTURE ® STRUCTURE ® STRI,.TUE ® STRUCTURE ® SfRUDTIFE� ST H / ' PARTITION /WALL SYMBOLOGY THE PARTITION -TYPE DES WALL-TYPE DESIGNATION IS A THREE- MIT CODE THAT INDICATES O CONFIGURATION, CONSTR min INSULATION OF THE PARTITION AS FOLLOWS, INSULATION son VERTIC AL C CURAT CELRTG MERE OCCURS)\ y EXTEMV (WIRE CERMG CEILING (WHERE (WHERE OCCURS) OCCURS) \ } L EXTEND Z MN. OOCCURSI CEENG GEEING F fWFERE ► OCCURS) OCORS7 OCCUR EXTEND * LAT = OMERE (� $ ABOVE ULCERS. EXTEND FINSH OF CaNG i ABO)) UNDERSIDE wautAL5 6 I Ca. CElB1G = (WHERE R57 MORE (WHERE .UR } EXTEND S C '{e. _� F O NLLAI ) �� V ABOVE UDERSOE OF CEENG ! �3 CFl}1G MERE (WHE MERE (MERE OCCIIRSI EXTEND N SULAT OCClRS1 IN E E O 6• MOVE UNDERSIDE OF Ca. CRAG RE a � OCCURS) -- OCCURS) - EXTEND � IN9EA OCCURS) (WHERE FULL FONT 4 y .............� '�/ / - /// / v I - - - - , 3 $ NON PARTITION/W. RATING LEGEND FIRE-RATED NR FIRE-RATED 311R ERE-RAPED 4HR FIRE-RATED PARTITION/WALL NOTES I. SEE SPECIFICATION SECTION 09111 FOR SILO SPACING AND C ANY P M M G TMO OUSTOAL�N N 9 ° LL ON D E COUSTICAL PARTOOK, PARTITION /WALL NOTES B C F� lI I A I I B I I c I I D I I E I I F I I P i 1- I m I I- I x ! -- PARTITION CONFIGURATION: P.4RTMON CONFIGURATION PMDTON COFIURATIOt PMTIION CONCIRATOtk PMTNON COWIG RATION: PARTITION CONFDLRATION PARDODA COEFA.RI is WILL CONFMORAIONC WH L CONFAXRATON: FULL-HEIGHT FINISH MATERIALS BOTH SIDES FULL- FOICHT FLASH IAA.EPoN5 ONE SIDE PARTIAL -MOT FN 1 MATERALS BOTH SOB FULL-IEDHT FM MATE H S . SIDE PARTIAL - (EIGHT FLASH MATERIALS ORE ME PMTM IEOHT FNSH MATERIALS BOTH SEES PARAR. -IE6R FRAIG' RD FULL-IEICHT MASONRY VARES - SEE WALL SECTIONS PARTIAL- !EIGHT FN. MATERIALS ONE SEE NO OM INTER4L OE SCE NO FINSH IIA.PL OE SCE PMMiE1WT FF61 RATER. 1 CD PARTITION/ WALL DESIGNATIONS NO SCALE C1010FP -02 NO SC. • - NO INSULATION W - JJ S /8" GYPSUM 80.4E EACH SIDE MET5 '— 5/8' TYPE °X" GYP. BEAD F—::TT: �S 1 �r� �� �' 6!� i , I �� s��i ZETA SWFTWAl STIRS I 5/$ TYPE "X" GYPSIN BOAR WSLLATON F ND1ID SRN, LINER r i r / COBS 2 LAYERS 5/B' TYPE T GYPSUM Bffia Fi�T SDE METAL ST. N 71TED 9LA0N F NO 1pF i �': 9VF'i 111ER 1iiI1ii de l s� r ------ 7,- 4166 RESIST . ED S I WIEWANgMm �I� , ►� Me 9JF ►• �� NOTED A ' 1 �... r INSULATION " I 1 1 3 5/8" METAL STUDS Z I 3 I 3 5/$ T A M I L STUDS I 51 $ M E T A L SHAFTWPa STUDS I & I 6" I I 't I Mu uN1N I I 6" METAL STUDS I 4 I $ METAL STUDS SHAFTWALL (1HR FIRE- RATED) ICTAL SBE6 PARTITION (2HR FIRE- RATED) $ METAL SWFIWALL STIRS SHAFTWALL (2HR FIRE - RATED) • PARTITION / WALL INSULATION ND SCALE COX6P -03 E PARTITION PARTITION (1HR FIRE - RATED) ND SCALE COIFP -22 NO SCALE MAP. CONSTRUCT PER LL .GN ND UND NO SCALE C10EFP -11 COSTROT PER LL .C11 NO U4b NO SCALE CEEFP -D CONSTRUCT PET LL MN ND IRS ND SCN.E C1:10,2 COSDFICT TiR LL DM NO U45 CONCfETE 918 O R ELUDED STEEL ROOF D ECK OR FEE -RATED FLL VOD W ITH PACKNG CONCRETE SLAB OR FLUTED S._ EDGE OF CONCRETE SUB. CR FLU. FW. STEEL FLOOR DECK EI ENTATON OF PA T ON WITFI MATERIALS F REOUREO BY ROOF DECK OR FIRE-RATED FLUTE ST. ROOF BECK C R FFE - RATED RESPECT TO DECK FLUTES MAY VMYI -, IE DESIGN ' STEEL FLOOR DECK FINED STEEL FLOUR �1 EDGE OF CONITETE SLAB OR FLUTED STEEL ROOF DECK OR FRE -RATED R1RED P � • Stk' ETA E TAL OR HAROTH META. STUD PERF, / � \ ( 7 ;/ . STD. // NG �SFp'L4M i � . —�: -, 1 3" i0 3 ACOUSTICAL FILL ADJACENT PARTITION : CONSTRUCTON PER PLATS 1 K - T II /_R. tlC ELEVATION � - ° a - �'ac mo�wS 'F+-•� -- _ 3' -,----,,,,,==-1,---27,-T.,,,--.1.,,, = 3 ND SCALE WINDOW A. MUWON w nri( SEPIANT OYIIi COMPRESSIBLE FOAM. GASKET lig gF�e,m� " 'U I ® xr !gar 4171!. ' s I I/ ' C Q C : C O • N C c lW ro GI 4 >, CD Ln • X N ® 111 j w ®. ID - c A " D l0 F a 3 0 E..--= P- .X a W 10 NF'- O a) = �s4, " - -& r g ® ..�.e��.7 ' F `' 7 �'`� �^},'° �j S�yRtt --T �I FOR YR .R AD 3IR FFE RATRM., CONSTRUCT HEN -0-0O60o55ON' Fi3 ' $u. q3✓:. Re OPEIG 4 METAL EDGE TRIM PATINE HEIGHT STUD OVFA SILL �' �� -. ,�"„'L.Y,.FR"I V gU �v W . ay�u A 8 I I 3 5 /8" PETAL STUDS F k * N I. JrF - - - M gght 'rI a 'L ';i E s � L ry yaq S ra$ ' � FOR GEMS NOT N O. C R sa 0 O '`¢I' } F w F ' ' � I t . . g. Ktt.' 1 FOR ITEMS NOT NO S 0 �_ LLLJJJ P 1 I_- _ 1 - _, PARTITION NOTE: INSTALL RUBBER GASKETS BETWEEN AL PAD STEEL PLATES TO PREVENT ELECTROLYSIS WMIAA SOUND ABSORBTIVE FURRING �! ' ,' • I/ - 8 MULLION I! 3ILL BELOW PARTITION AS SCF.TDULED p` � cs`am.. O PARTUONS LOCATED KI M DECK SPAN IPMIDDN IDOATED PARALLEL TO DECK FLUTES) © VIEW OF PARTITION MIEN CONSTRUCTED PERPEDICLUR TO )FIX FLUTES ©PMUMS LOCATED ti � .. - AT SUB EDGE/ I S - -: 0 PLAN SECTION LY FFEiRATNO OF TFE FLOOR A�FLY LAST BE JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS AND STRUCTURE ABOVE LTOOROEA111.4 THE RATNGOFTTEPMIRDN ®WALL CLOSURE AT MULLION NO SCALE C5 ND SC. CEIDEP-05 3'=1 CIOIDFP -40 CONCRETE OF PARTITION W ITH RE SPECT TO DECK FLUTES MAY VARY) CE EDGE OF CONCRETE SLAB OR FLUTED CR FRE-RATED FLOOR DECK CONCRETE SLM TED ii .I I�IE/�/////!%i1'IfE� E1 NOR ' 1 4 ' � - 1 o� — I I I • j a� sum c `= `d ISSUED / D A T E PERMIT SET /2 �.,�� yeti _N. x Y o � O FLUTE OF PM /M. CK BO FLUTmE5 DELUTED. METALLDECK OC FLUTES OF FLU K DECK 0 PMUNON LOCATED AT 9J8 ALTERNATE ATTACHMENT RAT I . C IET°HT T ENSFES EDGE /OPEFNG O.PMIRON COI.. AT SLAB L ® INTERSECTION OF NON -RATED PARTITIONS WITH STRUCTURE ABOVE ® ARE O --- - -_ _. Al' PERMIT SET INTERIOR PARTITION SCHEDULE & DETAILS No SCALE IF COUP , T B 9 10 11 17 C O L z a O O O '- m E I 5 # C2 °? O - i'.7:._ o ® x Q o as i a�, o x x U . e m m x _ ioo pp� 3 O H 3 C a m� F- CERRO UP l f. DN BRACED " OC PER PORT4071 / 11111 ' I AD PER�ffTER CROSS'TEE STABD7ER Deft TO A/8N PERYETFR TEE SPPC ' i ' PARTITION FASTENERS NTO N MOC EACH DIRECT ON - �,NO MORE THAN 1$ OUT-Of-PLUMB, TYPICAL WHEHANGER WIRES ARE RE iDm 15 COH- SI.OPNG.NNES C OU -400 C WIRE I \ / ALL MIMIC FIXTURES, Nt IERYNN.S. NO SERVNfS !UJ SONATA SHAW BE ALS, POSITIVELY RVICES® (N PLAN THFR - 11111111111.1111111111111111 11111111111.1111111111111111 000 TO THE CEUIC SYSTDI NA /OR TO '.TIE STRUCTURE PER UBC STANDARD 25-2 -- ION N STRUT FASTENED TO MANATEE AND ' TO STRUCTURAL FRAIANC. �II1111111111111"A I�I ACOUSTICAL CEILING — CASING BEAD 1� N/f •B /f TRAPEZE AS NECESSMY� TO AYOD OBSTRUCTIOBSTRUCTIONS 1 MASONNY, OR CONCRETE. I 0 20 GAGE MINIMUM TOP TNACK— AN ' TUR AND YA% NOTE: CpPLY WITH. /!L AOORIONPL I(iN VI9ON5 O PAR PEfREMICIILM FAS CELIAC O LEES ®PPRAt1E1 CELNC TEES TO /RI N ATTACIEU UBC ST/NDPRD ZS -Y• STRTURN- I it: OF C PERl.ETIR PARTITIONS I ETE PARTITION ATTACHMENT TO @SUSPENDED ACOUSTICAL CEILING O PERIETER SUPPORT O GENERAL SUPPORT © LIGHT FIXTURE SUPPORT O LATERAL BRAM INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN UBC SEISMIC ZONES 2, 3, AND 4 G5 NO SC. C3030AC-.R FRE RATED PARTITION AS. NOTED ON PLANS -� FRAME STUDS G WITH METAL 5 657 HIDES 657 FIP.E BLOCK ' WletairWA.M gm '- % / /./ �AZI 1n���19� 5 s/� ivy.00M5 mirr-mrszer, in - ''' ATTACH STEEL WRE LE` CR BOTH SEES OF PARTITION 2X2 NOM.. Ha 16 SWG ELEVATION SECTION NOTES, MAXI. UPENE SVE.B•X36^ 2. APPLY FERFS -LIE ...CENT PRESTO SE.M OR FILM' 6B FIRESTOP PUTTY N ANY VOID THAT MAY EXIST AROUD FIRE BLOCKS U.L. SYSTEM NO. WL8014 & V ® FIRESTOP DETAIL CALLISON CALLISON ARCHITECTURE, INC. 1420 Fifth Avenue #2400 Seattle, Washington 98101 -2343 T 208 823 4846 F 206 823 4826 www.calllson,com Boeing Q TA C m O m Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 PROJECT #: 200321.03 711) If / ISSUED / REVISED DATE PERMIT SET 6/29/01 PERMIT SET CEILING & CABLE TRAY DETAILS; 7 H i 8 9 11 ,1 1 c 0 c C • O • • •m CM C7 as V' m x H ASED FLOOR SYSTEO • CLR ;:: PLAN / / 1/2" COMPRESSBLE FOAM TAPE # R FLOT DOOR PER SCHEDULE DOOR SWEEP FLOOR PANE NON FU -200 BM 1 DOOR PER SQUNLE 1 .200 ZONE RATED WALL PER PLA15 PER SCHEDULE 1/2" COMN.FOAO T/PE ACCESS FLOOR ANEL THRESHOLD AS FLOOR RED R WBASE SEURE BOTTOM TRACK OWDER ACTUATED FASTENER AT 1' -0" O .C ���111111 ftPSED fL00R SYSTEM :::— I TAL L - VY CQP .E ON THE - FASCIA ANGLE ® q FB RaiED p ai E t q • ® I I 4 i PEDEST 4 ' I 1 I ' , I SUPPORT AS REQUIRED CONCRETE SLAB G I GI RAISED FLOOR STAIR MONT PEDESTAL BASE COLUN COMOIlION AS WOWED EfOSTNG co NLFETE AM �� iiI1i SLAB • CENTER UTAT STOP COSTING CONCRETE SV8 I - R DOOR ` I UNDERFLOOR DRAFT STOP _ DUSTIN CONCRETE sus CONCRETE APB NOTE. AT BASE CONDITIONS WHERE MORE THAN 2/3 OF PEDESTAL BASE MUST BE REMOVED TO HT WALL OR COLUMN COMMON BASE MST BE ANCHORED TO SLAB W/ 2- 3/8° DIAL EKP- BOLTS RAISED FLOOR AT PERIMETER - RATED PARTITION ACCESS FLOOR AT RATED PTN G9 112'=1' -0 H40-11 WALL ON RAISED FLOOR 112 '-0 1440-06 G3 G5 H40-OT ®UNDERFLOOR 112 IR 1-0( 7_0•• 12'• �.. 1 ._ 0 .• i: ::: : _�3/8" F -R BOLT CONC.SLAB H POST AT CONC.SLAB .ACCESS FLR � 17-0• SLOPE 1:12 FE- HANDRNL SEE DETAB 4 7y! yb° - CAP AD MUN -. 70 WALL 1 V4IQNAL PPE 1I _ V - _ If ' TO STPoNGER BRALT-4 W ALLS POWDER DRNEN = /` I I V2° DIAMETER A8.04 ' FIR M& MRlL II M BRACKET AT 5' OL 7-0' To Aiiiiiill � T T 6' f✓EAENF BASE RAMP TR,WSITI / / RNSEO FLOOR -P / SLAB ___/ ACCESS FLR SEISMIC BRACING — _ ���iTI�:�s STAB CONSTR. SEE DUAL GVA8. ATTACH BRACKETS BROM TO METAL" B. PLATE N STUD W ALL CONTU4UK OVER MN. 3 STUDS WALL MOUNTED PIPE HANDRAIL ^ . a e _ t �+ N N 3 V r0 F L 3 4i) CALLISON CALLISON ARCHITECTURE, INC. 1420 Fifth Avenue #2400 Seattle, Washington 98101.2343 T 208 823 4648 P 208 823 4828 www,callison,com RESLIENT BASE PER SCHEDULE E1 STAIR HANDRAIL DETAIL �DOSTNG CONCRETE A08 ® SECTION — ACCESS RAMP E 9 72 yam R40-20 E3 E5 E 7 METH POST SCONROE SUM--..., I 1 V2" OA METAL N M NUR - ry 1 1/2" CW POST \ CUlDEiE UOSI / in CONCRETE pRDER R48iT WIRES CIXNAETE� JU ST ` BOROT F iT CCU •�1t \ \ / I CO.. GNU 11 � _ _ POST COVER RAN. r� WASHER A�.IZNG 4 °F.RBOLT RA6 FLOOR SYSTEM 1. N \ \\ \ 1 �� PENDANT LIGHT ANT �® FIXTU2E5 �� �= 03EYRtD �I Y CA@E 77OT J� $ / A e / f� I \ BASE SCHEDULE A. ArRESSIBLE Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 PROJECT # 200321.03 v FLOOR 61DI Al Ig1100_ I —� B r r r � BRAM SEE RACK RACK RACK RMX RACK I I I 1 1 - {� ♦ ♦ RACK 9 � $ _ RAISED §' °d F 3 § g 11141.1111 9TI OM 30 01 _- _ POST WELDED TO V4 ". STEEL PLATE I II -♦ I I 0 i I LJ RASED FLOOR ® STAR CONSTR SEE DETAL S / A9-03 @ HANDRAIL AT STAIRS ` { 3 /8 °F -H. BOLT ... . <-', ... - - CONC. A08 H POST AT RAISED FLR DUSTING GYPSUM • WAUBOARD ENCLOSE" CONCRETE COLumN. CONFIGURATION VARIES CUT FLOOR TIE AS REQUIRED OMER WS, t qy � r�-�a��z•-0• •4 FLOO T0F I DATA ROOM SECTION ® RAISED FLOOR AT COLUMN C3 C5 'i I a i l I / ii / 9 ISSUED / REVISED DATE PERMIT SET 6/29/01 I PERMIT SET RAISED FLOQRI,NG D MISCELLANEOUS DETAILS JUL 02 2001 NOTE: 1. EXISTING BRIDGING NOT SHOWN FOR CLARITY. REFLECTED SIXTH FLOOR FRAMING PLAN PARTIAL ROOF PLAN E• UNISTRUT FRAME EQUIPMENT RACK EXIST JOIST ii ( L�� I A P1000 COMPRESSION STRUT EXIST SLAB & JOISTS 41 EQU RACKS IPMENT N -S RACK BRACING 3/8"=1 -0" UNISTRUT FRAME ELEVATION UNISTRUT FRAME P1000 BRACE 0 CO OLING TOWER CURB SECT j 1000 UNISTRUT, TYP DOST SLAB T/2" DI1 EXP BOLT ®LOCATE O_ ' OC 3 1/2 MIN EMBED. POST TENSIONING & REINFORCING CING PRIOR TO DRT LING UNISTRUT P1499 CLIP. 2 /RACK EWIPMENT RACKS BOLT EQUIP RACKS TOGETHER, EA SIDE. TOP & DOT (aj SECTION UNISTRUT P1000 BRACE & COMPRESSION STRUT ® 72' -0" OC MAX COIL ROD HANGER ® �6 -0" OC EXIST JOIST IE 3/8 W12 BM BEAM TO BEAM CONK GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE. CODE: UNIFORM BUILDING CODE - 1997 EDITION. DESIGN LIVE LOADS: ROOF = 25 PSF SNOW DRIFT = U. APPENDIX 16 MECHANICAL UNITS = AS NOTED ON PLAN WIND = 80 MPH. EXPOSURE B, I = 1.0 SEISMIC = ZONE 3, Z = 0.3, I 1.0, Op= 0.36 p= 1.0, Rp= 3.0 CONCRETE: ALL CON RETE t'_ = 4000 PSI, 5 1/2 SACKS OF CEMENT W/C RA110 = A8. SUBMIT MIX DESIGN. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. LAP BARS WITH A CLASS B SPLICE. WELDED WIRE FABRIC PER ASTM A185. FURNISH IN FLAT SHEETS. NOT ROLLS. LAP EDGES 12" MINIMUM. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS TO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. MECHANICAL SAUCING OF REINFORCING BARS WHERE PROVIDED. SHALL BE BY AN ICBO APPROVED SYSTEM AND SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STAGGER SPLICES OF ADJACENT , ARS 2' -0" OC. CONCRETE REINFORCING: CONCRETE COVER ON REINFORCING: CONCRETE EXPOSED TO EARTH AND WEATHER: 6 BARS AND LARGER 5 BARS AND SMALLER CONCRETE COVER NOT EXPOSED TO EARTH OR WEATHER: SLA WD JOSS 31 4" COLUM N ALLS TIES A C/F? SPI T AND BEAM STIRRUPS 1 1/2" R PROVID IGIDLY E S �5 SUP UPPORT PORT ALL SLA BARS WITH CONCRE TE BLOCK OR APPROVED ACCESSORIES IN BEAMS AND SLABS. BARS UNISTRUT DRILLED -IN ADHESIVE ANCNORLD: FRAME APPROVED. EQUAL, ICW CERTIFICATION REWIRED. I SPECIAL INSPECTION REQUIRED... "HIT HY20 ADHESIVE. ANCHOR SYSTEM FOR UNRDNFORCED MASONRY OR BRICK WITH CAVITIES: "HIT HY150" ADHESIVE.. ANCHOR SYSTEM FOR CONCRETE, SOLID MASONRY OR BRICK, BY HILD FASTENING SYSTEMS OR APPROVED EQUAL IC60 CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED STRUCTURAL STEEL: ALL STEEL ASIA .6, Fy = 36 KS'. SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION PER AISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING PER AWS D1.1. MINIMUM SIZE WELDS 3/16 CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION: HIGH - STRENGTH BOLTS PER ASTM A325 -N. TYPICAL BOLTED CONNECTIONS - BEARING TYPE. TENSION HIGH - STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURER'S INSTRUCTIONS. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. ALL EXPOSED WIDE, FLANGES AND PLATES TO BE GALVANIZED. GROUT: GROUT - 5000 PSI MINIMUM 7 -DAY CUBE STRENGTH PER ASTM C109. GROUT TO BE PREMIXED. NON - SHONE IIRSTERFLOW" BY MASTER BUILDERS OR "CONCRESIVE" BY ADHESIVE ENGINEERING OR APPROVED EQUAL IC. CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. DRILLAN EXPANSION.. BOLTS: ° KWIK -BOLT II" BY HILTI FASTENING SYSTEMS, "RED HEAD WEDGE ANCHOR" BY ITT PHILLIPS OR APPROVED EQUAL 1.0 CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. SPECIAL INSPECDOtk SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH UBC 1701 BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER FOR THE FOLLOWING: REINFORCED CONCRETE STRUCTURAL STEEL_ FABRICATION AND ERECTION STRUCTURAL WELDING GENERAL: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING AND NOTIFY THE STRUCTURAL ENGINEER. OF ANY DISCREPANCIES_ CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR AND WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO CIVIL MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF D'1CT OPENINGS, PIPING, CONDUITS, ETC, NOT SHOWN. SHOP DRAWINGS SHALL BE SUBMTRED AND REVIEWED PRIOR TO FABRICATION. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING All PHASES OF CONSTRUCTION. CONTRACTOR TO LOCATE EXISTING POST - TENSIONING AND REINFORCEMENT PRIOR TO DRILLING INTO EXISTING CONCRETE Dofritr, HIGH STRENGTH BOLTING ANCHOR BOLTS DRILLED -IN ADHESIVE ANCHORS DRILLED -IN EXPANSION ANCHORS O Z O U p r O •Q1 CO U n CI o W O Q m 3 d _ as a1 a) N > C 0 1' O o 3 U rY E r W aS CA f- C 0 a) CO ISSUED / REVISED DATE PROGRESS DRAWING NOT FOR CONSTRUCTION STRUCTURAL DETAILS & GENERAL'NOTES` Jta 0 2 2001 P CAC -501 COMPUTER ROOM AC SCHEDULE urvlT T Go_oLINC MDH NO MODEL NO iOTAT CFM HP CPM RD FT PH COMPU -AIR ,CAW1534 197.5 172 5 8500 I 5.0 45 34.2 CAC -502 DATA - AIRE DAGD -2634 301.4 250 01 10000 10 88 36.9 SUPPLY FAN COND. WATER VOLTS/ MCA WT CAC -503 DATA -AI. DAGD -2634 301.4 250 0 10000 10 E8 36 9 DATA -AIRE DAGD -2634 301.4 250.0 10000 10 88 36 9 460/3 460/3 460/3 460/3 39.2 78 0 78 0 78.0 LBS 2500 NOTES EXIST,1.2,3.9 2030 2030 2030 NEW,1 -8,10 NEW,1 -8.10 NEW,1 -8,10 NOTES DowNFL0W uNIT, TOP PIPING CONNECTION, REHEAT, HUMIDIF ER 4' 30% EFF. F.LTER, MICROPROCESSOR CONTROL, 3 WAY WATER REGULATING VALVE, 12 FLOOR STAND. COOLING BASED ON 72 DB, 60 WB ENTERING AIR. (50% RH) 3. UNIT TO BE CONNECTED TO EMERGENCY GENERATOR. 4. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 5. WITH ECONO -COIL FOR FREE COOLING. £. WITH SMOKE DETECTOR UNDER FLOOR SUPPLIED BY ENCOMPASS AND TIED INTO ROOM ALARM SYSTEM BY OTHERS. 7. WITH CONDENSATE PUMP. FIELD ROUTE TO NEAREST DRAIN. CORE DOWN IF NEEDED. 8. CONNECT TO DRYCOOLERS (DC) ON ROOF_ 9. DISCONNECT FROM BUILDING COOLING TOWER SYSTEM, CONNECT TO NEW DRY COOLER SYSTEM. 10. ,ER RATING = 10.1 UNIT I SERVICE NO. 8 LOCATION DC -1 DATA CENTER /ROOF DC -2 DATA CENTER /ROOF DC -3 DATA CENTER /ROOF MANUFACTURER MODEL NO. DATA -AIRE DAFC -100 DATA -AIRE DAFC -100 DATA -AIRE DAFC -100 DRY COOLER SCHEDULE NOM TONS CONDENSER WATER GPM 188 188 188 AP F IN POUT 105 95 105 95 105 I 95 VOLTS/ PHASE 46 O/3 FLA 21 WT/ LBS 3120 3120 3120 NOTES NEW,1 -3 460/3 I 21 460/3 I 21 NEW,1 -3 NEW,1 -3 NOTES: POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR 2 WITH DUAL PUMP PACKAGE (P -1,2) AND INTEGRAL PUMP CONTROLS 3. STRUCTURAL STEEL SKID AND SUPPORTS BY GENERAL CONTRACTOR_ NOTES: I. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. PUMP PACKAGE AND DRYCOOLERS TO BE PIPED TOGETHER TO CREATE A SINGLE CONDENSER WATER SYSTEM. 3. WITH INTEGRAL DATA -AIRE PUMP CONTROLS FOR STAND ALONE CONTROL AND SEOHENCING OF PUMP SYSTEM. 4. ONE PUMP SHALL RUN AT A TIME. 5. ALL PUMPS TO BE NON - OVERLOADING. UNIT N0. FCU -101 FCU -102 FCU -103 SERVICE LOCATION BATTERY RM. BATTERY RM- BATTERY RM. MANUFACTURER 8 MODEL. NO. DATA -AIRE DTAU -05 DATA -AIRE DTAU -05 DATA -AIRE DTAU -05 CFM 2000 2000 2000 FAN COIL UNIT SCHEDULE UNIT SERVICE MANUFACTURER N0. 8 LOCATION 8 MODEL NO- CU -101 WAREHOUSE DATA -AIRE DA C-053 5.0 10.6 CU -102 WAREHOUSE DATA -AIRE DAIC -0534 5.0 CU -103 WAREHOUSE DATA -AIRE DAIC -0534 5.0 NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. INDOOR UNIT DUCTED TO OUTSIDE WITH CENTRIFUGAL FAN. 3. MAINTAIN 10 FEET MINIMUM BETWEEN AIR INLET AND OUTLET LOUVERS. 4. CONNECT TO ASSOCIATED FAN COIL UNIT (FCU) IN BATTERY ROOM_ NOM COOL TONS NOTES. 1. INTERLOCK CONTROLS WITH HEAT PUMP FAN RELAY. 2. HEAT PUMP TO BE 1ST STAGE, SUM HEATER TO BE 2ND (8 /0R) 3RD STAGE. NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. FOR BATTERY ROW EXHAUST. 3. MAINTAIN 10 FEET MINIMUM BETWEEN AIR OUTLET AND OUTLET LOUVERS. 5 7 HI ELECTRICAL .VOLT/PH KW MCA 460/3 12 33 460/3 12 33 460/3 12 33 GAS 1/2 1/2 1/2 CONN LID 1/2 1/2 1/2 SIZE COPT HUM 10 3/4 1/4 BLOWER EXP HP 0.5 2.0 0.5 2.0 HI 0.5 2.01 HI WT/ LBS 800 83C BOO NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. COOLING BASED ON 72 DB. 60 W9 ENTERING AIR. (509 RH) 3. FLOOR MOUNTED UPFLOW UNIT WITH FIELD SUPPLIED DISCHARGE PLENUM, HUMIDITY, REHEAT, FRONT RETURN, 4" FILTERS, TOP PIPING CONNECTION, MICROPROCESSOR CONTROLS. 4. CONNECT TO ASSOCIATED CONDENSER (CU) IN WAREHOUSE. FIELD SIZE AND ROUTE REFRIGERATION LINES. 5. WITH CONDENSATE PUMP. FIELD ROUTE TO NEAREST FLOOR DRAIN. 6. WITH SMOKE DETECTOR SUPPLIED BY ENCOMPASS AND TIED INTO ROW ALARM SYSTEM BY OTHERS. CONDENSING UNIT SCHEDULE EER ELECTRICAL 031114 SIZE CONTROL D.6 460/3 3.8 1/2 1/2 0.6 460/3 3.8 1/2 1/2 NOTES 1. U,RIT TO BE 45T STAGE HEAT, DUCT HEATERS TO BE 2ND 8 /OR 3RD STAGE HEAT. 2. UNIT TIED INTO BUILDING SMOKE /FIRE ALARM. UNIT TO SHUT 0485 UPON SMOKE /FIRE DETECTION. 3. COOL MBH BASED ON 904 EWT, 804 DP /67F 013 ENT. AIR. I. COOL MBH BASED ON 90F EWT, 600 DB /67F WE ENT. AIR. 2. W TH HOSE KIT, HANGER VIBRATION KIT. 3. CONTROLS TO BE HONEYWELL 7-7200 OR BUILDING CONTROL. 4_ POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 5. COOL MBH BASED ON 85 EWT, 80F DR/67F W9 ENT. AIR. 6. CONTROL VJITH BUILDING STANDARD HEATPUMP CONTROLS_ 7. 24HR. COOLING ONLY SYSTEM, LOCK OUT HEATING MODE. 8. WITH DUCT MOUNTED SMOKE DETECTOR BY ENCOMPASS, TIED INTO BUILDING ALARM SYSTEM 8Y OTHERS. 9. FIELD ROUTE CONDENSATE TO NEAREST DRAIN. 10. WITH FACTORY SUPPLIED STANDARD 2 -WAY SOLENOID SHUT -OFF VALVE - il. LS CONFIGURATION 12. L8 CONFIGURATION 13. RB CONFIGURATION 14. CONNECT TO NEW DRY COOLER SYSTEM. KW VOLT/ SIZE MAX MIN STEPS CONTROL 1 NOTES PH CFM CFM QT EDH -1 1 BESCO IA4 "B" 460/3 18W X 168 1 2000 , DH-2 1 BESCO McEr 1.0 277/1 10W X 10H 400 EXIST .2 60/ LBS NOTES 320 NEW,1 -4 320 NEW,1 -4 320 NEW,1 -4 NOTES NEW,1 -6 NEW.1 -6 NEW,1 -6 1ST FLOOR HYDRONIC HEAT PUMP SCHEDULE UNIT NO- HP -101 HP -102 SERVICE AND LOCATION HEAT PUMP MODEL A 804 -012 HS -060 GPM p P FT COCL CFM (ESP VOLT/ I MCA MBH PHASE 12.3 400 0.3 3.3 3.9 272/1 6.9 58.81200 10.3 76.0 17.0 460/3 12.3 EER /SEER1COP WT/ LBS 140 NOTES EXIST,2.3 350 EXIST,1,2,3 5TH FLOOR HYDRONIC HEAT PUMP SCHEDULE UNIT SERVICE AND N0. LOCATION HP -501 HP -502 HP -503 HP -504 HP -505 HP -506 N.O.C. HP -507 HP -508 HP -509 N.O.C. N_O.C. CONFIGURATION ROOM CONFIGURATION ROOM CLIMATEMASTER MODEL # 814 -036 804 -031 COOL MBH CFM 35.5 1250 iGOO 0.3 8 -0 23.2 29.0 885 0.3 6.0 1000 0.3 7.5 39.6 HS -024 HS -030 GR -060 GR -060 GR -060 48 -6 48.6 2000 2000 48.6 2000 GR -060 48.6 2000 GR -060 48 612000 ESP GPM 0.3 9 -4 0.5 12.0 AP FT 6.9 0.5 12.0 118.2 19.9 460/3 11.3 230/1 6.5 1 230/1 12.5 15.6 18.2 0 -5 12.0 118.2 0.5 12 -0 118.2 0.5 12.0 118.2 VOLT/ PHASE 460/3 460/3 460/3 460/3 480/3 400/3 MCA EER /SEER COP 7.6 6.5 11.81 12.8 11.8 12 -8 11.8 12 -8 4.2 11.8 12 8 4.2 11.8 72.8 4.2 NIT/ LBS 280 260 200 230 NOTES EXIST,( EXIST,1 EX1ST,1,2 EXIST,1.2,3 4.2 323 NEW,4 -10,12 323 NEW,4 -10,13 323 NEW,4 -11,14 323 NEW,4 -11,14 323 NEW.4 -11,14 UNIT 2 1 MAKE 0 MODEL p ELECTRIC DUCT HEATER SCHEDULE 2000 400 24V EXIST,1,2 8 24V EXHAUST FAN SCHEDULE UNIT N0. EF -101 SERVICE AND j MANUFACTURER LOCATION 8 MODEL N0. BATTERY RM/WAREHOUS GREENHECK BSO 70 -4 TYPE IN -LINE CFM 250 ESP .375 VOLT/ PHASE 12 1525 HP 1 BDD 1/4 1 YES WT/ LBS 75 NOTES NEW,1 -3 DISCHARGE DUCT CONDENSATE, RUN FULL SIZE TO DRAM, SLOPE 7 DEEP TRAP Ye" PER FT. MIN UNIT TRANS NO MODEL N0. VVF {H- ISB11-8 101 102 103 104 105 106 107 100 109 110 VW-EH- 15811 -8 VW -EH- 15811 -12 900 1350 105 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 VVF {H -I SB11 -8 VVF {H- 1581'. -8 VVF -EH - 15811 -12 12 1200 25 VVF- EH -ISB11 .D -11 -12 VVF -EH - 15811 -8 546 32 VVF- EH- 151311 -8 8 40 4.5 20 VVF- EH- 15811 -10A. VVF {H- 15811 -10 10 0 6.0 I 26 VVF- EH- 151311 -14 VVF {H- 151311 -12 I 12 125 8.0 VW-EH- 15811 -12 12 125 8.0 I. WE-EH-15E111-1C 10 50 '6.0' 26 VVF- EH- IS811 -12 WF {H- 15811 -6 SSD -11 -14 SSD -11 -14 SSE-11 -12 SSD-11 -14 SSD -11 -12 SSD -11 -14 SSD -11 -12 SSD -11 -8 VVF {H- 151311 -6 SSD -11 -12 SSD -11 -6 NOT USED VVF EH- IS811 -10A VVE- EH- 151311 -6 150 SSD -11 -10 SSD -11 -14 COOL CFM 475 490 1685 800 1505 1505 1050 500 MIN CFM 130 130 40 450 50 115 110 4 4 9.5 5.5 7.6 HEATER FAN NOTES AT CFM VOLTS/PH HP VOLTS/PH 27 475 277/1 1/4 277/1 2 26 490 277/1 1/4 277/1 2 NONE 1 NLET SIZE 1ST FLOOR VAV TERMINAL BOX SCHEDULE 600 5 400 25 3.5 29 1330 12 14 12. 14 12 350 12 1470 6 270 10 500 10 1200 14 2000 170 2000 1400 1610 1125 1750 1050 500 130 125 50 2.5 15.0 25 45 VVF {H- 15311 -12 1600 200 12:0 32 1 '.0 26 VVF {H- 151311 -10 10 960 45 5.5 1 .25 VVF {H- 15611 -8 605 150 TITUS EGU -6 230 45 1200 615 590 700 1300 900 1340 700 1300 1300 755 755 1050 400 310 500 120 1200 690 600 277/1 460/3 460/3 460/3 460/3 460/3 460/3 460/3 277/4 460/3 460/3 460/3 460/3 277/1 460/3 277/1 460/3 277/1 460/3 460/3 277/1 1/4 1/2 1/4 1/4 1/4 1/2 1/2 1/2 1/4 1/4 1/2 1/2 1/2 1/2 1/6 1/6 5/2 1/6 1/2 1/4 1/4 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1. 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 2 2 23 2:3 2,3 2,3 NONE RELOC,1 DEMO 2,9 2 REMOVED NOTES: 1. S NGLE DUCT COOLING ONLY TERMINAL UNIT - SIZE AS LISTED: FACTORY OPTION INCLUDE: EXTENDED DAMPER 1/2" DIA. SHAFT. 2. FAN POWERED TERMINAL UNIT - SIZE AS LISTED:. FACTORY OPTIONS INCLUDE: INDUCTION SOUND BAFFLE, EXTENDED DAMPER 1/2" DIA.' SHAFT, HEAT. STAGING, AND FAN CONTROL. THROUGH FACTORY WIRED RELAY'S. THREE SPEED FAN SWITCH, 24V TRANSFORMER 50VA MIN. RATED, AUTO RESET 130 F HIGH LIMIT T -STAY, AND INTERLOCK TO PREVENT HEATER OPERATION UNLESS FAN RELAY IS ACTIVATED. FACTORY INSTALLED 240 CONTROL WIRING PIGTAIL, 36" LENGTH, COLOR CODED FOR FAN (GREEN), AND HEAT (ORANGE). 460V -3 PHASE UNITS REWIRE 4 WIRE FEED POWER. 3. SIZE DUCTWORK ACCORDING TO HEATING CFM. 4. CHANGE HEATER ELEMENT FROM SHELL d CORE SIZE TO SIZE AS: NOW SHOWN. 5. FAN PACK TO BE USED FOR HEATING. ONLY.. COOLING AIR INLET TO BE CAPPED. 6. REPLACE ORIGINAL FAN PAK WITH LISTED UNIT. I 7. OLD BOX MOVE TO OTHER. LOCATION IN BUILDING. 8. REPLACE EXISTING INTERIOR VAV BOX WITH NEW FAN PAK. I 9.. DISCONNET 2ND STAGE ON DUCT HEATER. I UNIT THANE NO. YODEL NO. 501 VVF {H- 151311 -8 502 503 504 505 506 ' 507 508 509 510 1 511 VVF {H- 15811 -8 512 VW- EH- ISHII -10A 513 WF {H- 151311 -10A 514 VVF -EH- 15611 -10A' 515 VVF- EH- 151311 -10A' 516 VVF {H- 151311 -8 VVF {H- 15611 -12 518 VVF {H- 15611 -8 519 VVF {1-1- 1SB11 -8 520 VVF {H- 15611-6 521 SSD -11 -12 522 SSD -11 -12 91,11 -10 524 SSD -11 -10 525 SSD -11 -12 526 SSD -11 -10 527 SS3 -11 -:0 528 SSD -11 -10 529 SS1 -11-8 530 SS1 -11-6 531 SSD -11 -16 532 SSD -11 -16 533 SSD -11 -14 WF {H- 15811 -8 VVF {H- 15611 -10 WT -EH- 15811 -10 VW-EH- 1 -10 VVF {H- 15811 -6 VVF {14- 15811 -70 VVF {H -I SBi 1-8 WE {H- 151311 -8 VVF- EH- ISBit -6 INLET SIZE 8 10 10 10 8 10 8 8 10 10 10 10 8 12 8 6 12 12 10 10 12 10 10 16 14 5TH FLOOR VAV TERMINAL BOX SCHEDULE COOL CFM 1095 ' MIN CFM I 55 HEATER CF OLTS/PH 277/4 460 4 60/3 , 460/3 277/1 4 60/3 277 277/1 277/1 277/1 460/3 460/3 460/3 277/1 277/1 277/1 4 00 HP VOLTS/PH TES 1 /4 277/1 DOWD 1 /4 277/1 DEMO 1/2 277/1 1/2 277/1 1/2 277/1 1/4 277/1 1/2 277/1 1/4 277/1 1/4 277/1 1/6 277/1 1/2 277/1 2 1/2 277/1 2 1/2 277/1 2 1/4 277/1 2 1/6 277/1 1. SINGLE DUCT COOLING ONLY TERMINAL UNIT - SIZE AS LISTED. FACTORY OPTION INCLUDE. EXTENDED DAMPER 1/2" DIA- SHAFT. 2 FAN POWERED TERMINAL UNIT - SIZE AS LISTED. FACTORY OPTIONS INCLUDE; INDUCTION SOUND BAFFLE. EXTENDED DAMPER 1/2" DIA. SHAFT. HEAT STAGING, AND FAN CONTROL THROUGH FACTORY WIRED RELAY'S, THREE SPEED FAN SWITCH, 24V TRANSFORMER 50VA miN. RATED, AUTO RESET 130 F HIGH LIMIT T-STAT, AND INTERLOCK TO PREvENT HEATER OPERATION UNLESS FAN RELAY IS ACTIVATED. FACTORY INSTALLED 244 CONTROL wIRING PIGTAIL, 36" LENGTH, COLOR CODED FOR FAN (GREEN) AND HEAT (ORANGE). 460V-3 PHASE UNITS REQUIRE 4 WI. FEED POWER. 3. SIZE DUCTWORK ACCORDING TO HEATING CFM. HANG FROM STRUCTURE wITH SPRNG saNnoN HANGERS (P FL. HOSE KIT CONN Y, BALL VALVE lom HEAT PUMP DETAIL NO SCALE REDUCER (TYP) OF REQUIRED) RETURN PLENUM PARAPET WALL GROUND OPEN UNDER SCREEN WALL /NEW DRYCOOLEH Z ROOF DECK ' WSULATION THICKNESS BUILDING ELEVAl NO SCALE z z- 2 HOLE PIPE STRAP SEAL W/ ELASOMERIC SEALANT BY MECHANICAL CONTRACTOR PIF SUPPORT AT ROOF CONDENSER WATER PIPMG VI/ .7 MEMOIR RMED MSU,TION HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: GLASS SHADE COEFF. N/A PEOPLE DENSITY (S.F./PERSON) - N/A COOLING INDOOR DESIGN TEMP CE) . 74 COOLING OUTDOOR DESIGN TEMP (IF) . 81 HEATING INDOOR DESIGN TEMP CE) = 70 HEATING OUTDOOR DESIGN TEMP (fF) 28 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET' WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS. METHOBS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 1997 EDITIONS OF THE UNIFORM MECHANICAL CODE, UNIFORm BUILDING CODE, UNIFORM FIRE CODE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 1997 UmC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM 5 JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6 DUCTS SHALL BE INSULATED AS INDICATED ON PLANS. - DUCT WRAP, WHERE INDICATED, SHALL BE 2.0" 0.6 LB/CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER. - SOUND LINING. WHERE INDICATED, SHALL BE I" 1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREvENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM. - DUCT BOARD, WHERE INDICATED. SHALL BE I" RIGID FRK FACED EI 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT. 7. FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, I 1/2 FIBERGLASS INSULATION, AND NON-PERFORATED INTERIOR LINER IVITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHONN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8 PROVIDE EARTHQUAKE RESTRAINT FOR HVAC ECUIPMENT IN ACCORDANCE WITH SECTION 1630 OF THE 1997 UBC. 9 PROVIDE FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 713.11 OF THE 1997 UBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 710.2 OF THE 1997 UBC. INSTALL FIRE DAMPERS AND CEILING FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND T. REOUIREMENTS OF THE CODE. 10 PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS.SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. I PROVIDE SUPPLY DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL HEATING, COOLING. OR VENTILATION EQUIPMENT DTI IVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 608 OF THE 1997 UNC. POWER WIRING AND INTERLOCK WfRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 1 HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. HEAT TRACING OF PIPING.. WHERE INDICATED. SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WITH THE ELECTRICAL CONTRACTOR. , 14 ALL MOTOR STARTERS ARE SUPPLIED WITH EQUIPMENT EXCEPT WHERE NOTED IN THE HVAC EQUIPMENT,SCHEDULES. ADDITIONAL STARTERS TO BE PROVIDED' AND INSTALLEDIBY ELECTRICAL CONTRACTOR AS NOTED • 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE. RECORD DRAWING5 OF THE ACTUAL INSTALLATION TO E1E PROVIDED TO THE BUILDING OWNER. RECORD DRANDNGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE. OF EQUIPMENT. GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM. 'INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES, " OPERATING MANUAL AND MAINTENANCE MANUAL TO BE PROVIDED TO THE. BUILDING OWNER. THE MANUAL SHALL INDLUDE SUBMITTAL DATA. OPERATION AND MAINTENANCE MANUALS. NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 17. A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER. 1B. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE ER. 19. FOR ALL "SEALED AIR TIGHT" SHAFTS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT. INCLUDING THE CORNERS OF THE SHAFT (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING. ...) SKOLD BE SEALED ON BOTH SIDES OF THE - USE SECTION 905 OF THE 1997 UBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA. FOLLOWING T. GUIDELINES FOR TIGHT STAIR SHAFT 20 FOR SHAFTS THAT CAN EXPERIENCE OVER 1 W.C. PRESSURE, PROVIDE IMPLOSION/EXPLOSION PROTECTION OF SHAFT BY MEANS OF BLONIN/OUT PANELS OR INCREASED WALL PSF CONSTRUCTION. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR SYMBOL SIZE CEM MANUFACTURER # KRUEGER SERIES 6500-P KRUEGER SERIES 1900-100C KRUEGER SERIES 1190 PERFORATED !IRIS 301RL-HD SIZE 4' 2-SLOT AS NOTED AS NOTED TYPE LAY IN DIFFuSER SURFACE MT DIFFUSER SINGLE DEFLECTION GRILLE RETURN GRILLE 10 FLEX STARNDARD FINISH. STARNDARD FINISH. DIFFUSER/GRILLE SCHEDULE DUCT LEGEND DESCRIPTION SYMBOL BARE SHEETmETAL 14/12 SOUNDLINE SHEETMETAL (I LINING) 14/12 SL SHEETUETAL WRAPPED W/ INSULATION (1 BARE ROUND SHEETMETAL 1. EXAMPLE OF NEW EXAMPLE OF DEMO 14/12 EXAMPLE OF EXISTING DESCRIPTION SYMBOL ROUND SHEETUETAL WRAPPED W/ IN91LATION ( BARE FLAT OVAL SHEED.TAL FLAT OVAL SHEETMETAL W/ INSuLATION (1") 14/12aW DUCTBOARD (1" FIBERGLASS) 14/12 DB FLEX OUCT FLEX CONNECTOR VICINITY MAP NO S Encompass Mechanical Services 7717 Detroa A4enue Southwest 1EXPRE, 6-18-2003 BOEING EMPLOYEET CREDIT UMON 12770 GATEWAY DR. TUKWILA WA. 98168 SCHEDULES 8 NOTES B. GEZOD 06L29-01 maxxo BY: M. GLODOWSKI 06-29-01 CSUE 110. NOT ISSUED FOR CONSTRUCTION PERMIT SFr B.G. 06-29-01 ACONCEPT DWG. 8,, 06-12-01 REVIS'ONS, DATE TMCIOrTER PUMP SCHEDULE UNIT N0. SERVICE 8 LOCATION MANUFACTURER 8 MODEL N0. GPM HD FT ( IMPELLER DIA.(IN) BRAKE HP HP RPM VOLTS/ PHASE WH/ LBS NOTES P -1 P -2 DRYCOOLER /ROOF DRYCOOLER /ROOF LIEBERT 20 LIEBERT 20 564 90 564 90 20 20 1750 11750 460/3 460/3 350 350 NEW.1 -5 NEW,1 -5 P CAC -501 COMPUTER ROOM AC SCHEDULE urvlT T Go_oLINC MDH NO MODEL NO iOTAT CFM HP CPM RD FT PH COMPU -AIR ,CAW1534 197.5 172 5 8500 I 5.0 45 34.2 CAC -502 DATA - AIRE DAGD -2634 301.4 250 01 10000 10 88 36.9 SUPPLY FAN COND. WATER VOLTS/ MCA WT CAC -503 DATA -AI. DAGD -2634 301.4 250 0 10000 10 E8 36 9 DATA -AIRE DAGD -2634 301.4 250.0 10000 10 88 36 9 460/3 460/3 460/3 460/3 39.2 78 0 78 0 78.0 LBS 2500 NOTES EXIST,1.2,3.9 2030 2030 2030 NEW,1 -8,10 NEW,1 -8.10 NEW,1 -8,10 NOTES DowNFL0W uNIT, TOP PIPING CONNECTION, REHEAT, HUMIDIF ER 4' 30% EFF. F.LTER, MICROPROCESSOR CONTROL, 3 WAY WATER REGULATING VALVE, 12 FLOOR STAND. COOLING BASED ON 72 DB, 60 WB ENTERING AIR. (50% RH) 3. UNIT TO BE CONNECTED TO EMERGENCY GENERATOR. 4. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 5. WITH ECONO -COIL FOR FREE COOLING. £. WITH SMOKE DETECTOR UNDER FLOOR SUPPLIED BY ENCOMPASS AND TIED INTO ROOM ALARM SYSTEM BY OTHERS. 7. WITH CONDENSATE PUMP. FIELD ROUTE TO NEAREST DRAIN. CORE DOWN IF NEEDED. 8. CONNECT TO DRYCOOLERS (DC) ON ROOF_ 9. DISCONNECT FROM BUILDING COOLING TOWER SYSTEM, CONNECT TO NEW DRY COOLER SYSTEM. 10. ,ER RATING = 10.1 UNIT I SERVICE NO. 8 LOCATION DC -1 DATA CENTER /ROOF DC -2 DATA CENTER /ROOF DC -3 DATA CENTER /ROOF MANUFACTURER MODEL NO. DATA -AIRE DAFC -100 DATA -AIRE DAFC -100 DATA -AIRE DAFC -100 DRY COOLER SCHEDULE NOM TONS CONDENSER WATER GPM 188 188 188 AP F IN POUT 105 95 105 95 105 I 95 VOLTS/ PHASE 46 O/3 FLA 21 WT/ LBS 3120 3120 3120 NOTES NEW,1 -3 460/3 I 21 460/3 I 21 NEW,1 -3 NEW,1 -3 NOTES: POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR 2 WITH DUAL PUMP PACKAGE (P -1,2) AND INTEGRAL PUMP CONTROLS 3. STRUCTURAL STEEL SKID AND SUPPORTS BY GENERAL CONTRACTOR_ NOTES: I. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. PUMP PACKAGE AND DRYCOOLERS TO BE PIPED TOGETHER TO CREATE A SINGLE CONDENSER WATER SYSTEM. 3. WITH INTEGRAL DATA -AIRE PUMP CONTROLS FOR STAND ALONE CONTROL AND SEOHENCING OF PUMP SYSTEM. 4. ONE PUMP SHALL RUN AT A TIME. 5. ALL PUMPS TO BE NON - OVERLOADING. UNIT N0. FCU -101 FCU -102 FCU -103 SERVICE LOCATION BATTERY RM. BATTERY RM- BATTERY RM. MANUFACTURER 8 MODEL. NO. DATA -AIRE DTAU -05 DATA -AIRE DTAU -05 DATA -AIRE DTAU -05 CFM 2000 2000 2000 FAN COIL UNIT SCHEDULE UNIT SERVICE MANUFACTURER N0. 8 LOCATION 8 MODEL NO- CU -101 WAREHOUSE DATA -AIRE DA C-053 5.0 10.6 CU -102 WAREHOUSE DATA -AIRE DAIC -0534 5.0 CU -103 WAREHOUSE DATA -AIRE DAIC -0534 5.0 NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. INDOOR UNIT DUCTED TO OUTSIDE WITH CENTRIFUGAL FAN. 3. MAINTAIN 10 FEET MINIMUM BETWEEN AIR INLET AND OUTLET LOUVERS. 4. CONNECT TO ASSOCIATED FAN COIL UNIT (FCU) IN BATTERY ROOM_ NOM COOL TONS NOTES. 1. INTERLOCK CONTROLS WITH HEAT PUMP FAN RELAY. 2. HEAT PUMP TO BE 1ST STAGE, SUM HEATER TO BE 2ND (8 /0R) 3RD STAGE. NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. FOR BATTERY ROW EXHAUST. 3. MAINTAIN 10 FEET MINIMUM BETWEEN AIR OUTLET AND OUTLET LOUVERS. 5 7 HI ELECTRICAL .VOLT/PH KW MCA 460/3 12 33 460/3 12 33 460/3 12 33 GAS 1/2 1/2 1/2 CONN LID 1/2 1/2 1/2 SIZE COPT HUM 10 3/4 1/4 BLOWER EXP HP 0.5 2.0 0.5 2.0 HI 0.5 2.01 HI WT/ LBS 800 83C BOO NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. COOLING BASED ON 72 DB. 60 W9 ENTERING AIR. (509 RH) 3. FLOOR MOUNTED UPFLOW UNIT WITH FIELD SUPPLIED DISCHARGE PLENUM, HUMIDITY, REHEAT, FRONT RETURN, 4" FILTERS, TOP PIPING CONNECTION, MICROPROCESSOR CONTROLS. 4. CONNECT TO ASSOCIATED CONDENSER (CU) IN WAREHOUSE. FIELD SIZE AND ROUTE REFRIGERATION LINES. 5. WITH CONDENSATE PUMP. FIELD ROUTE TO NEAREST FLOOR DRAIN. 6. WITH SMOKE DETECTOR SUPPLIED BY ENCOMPASS AND TIED INTO ROW ALARM SYSTEM BY OTHERS. CONDENSING UNIT SCHEDULE EER ELECTRICAL 031114 SIZE CONTROL D.6 460/3 3.8 1/2 1/2 0.6 460/3 3.8 1/2 1/2 NOTES 1. U,RIT TO BE 45T STAGE HEAT, DUCT HEATERS TO BE 2ND 8 /OR 3RD STAGE HEAT. 2. UNIT TIED INTO BUILDING SMOKE /FIRE ALARM. UNIT TO SHUT 0485 UPON SMOKE /FIRE DETECTION. 3. COOL MBH BASED ON 904 EWT, 804 DP /67F 013 ENT. AIR. I. COOL MBH BASED ON 90F EWT, 600 DB /67F WE ENT. AIR. 2. W TH HOSE KIT, HANGER VIBRATION KIT. 3. CONTROLS TO BE HONEYWELL 7-7200 OR BUILDING CONTROL. 4_ POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 5. COOL MBH BASED ON 85 EWT, 80F DR/67F W9 ENT. AIR. 6. CONTROL VJITH BUILDING STANDARD HEATPUMP CONTROLS_ 7. 24HR. COOLING ONLY SYSTEM, LOCK OUT HEATING MODE. 8. WITH DUCT MOUNTED SMOKE DETECTOR BY ENCOMPASS, TIED INTO BUILDING ALARM SYSTEM 8Y OTHERS. 9. FIELD ROUTE CONDENSATE TO NEAREST DRAIN. 10. WITH FACTORY SUPPLIED STANDARD 2 -WAY SOLENOID SHUT -OFF VALVE - il. LS CONFIGURATION 12. L8 CONFIGURATION 13. RB CONFIGURATION 14. CONNECT TO NEW DRY COOLER SYSTEM. KW VOLT/ SIZE MAX MIN STEPS CONTROL 1 NOTES PH CFM CFM QT EDH -1 1 BESCO IA4 "B" 460/3 18W X 168 1 2000 , DH-2 1 BESCO McEr 1.0 277/1 10W X 10H 400 EXIST .2 60/ LBS NOTES 320 NEW,1 -4 320 NEW,1 -4 320 NEW,1 -4 NOTES NEW,1 -6 NEW.1 -6 NEW,1 -6 1ST FLOOR HYDRONIC HEAT PUMP SCHEDULE UNIT NO- HP -101 HP -102 SERVICE AND LOCATION HEAT PUMP MODEL A 804 -012 HS -060 GPM p P FT COCL CFM (ESP VOLT/ I MCA MBH PHASE 12.3 400 0.3 3.3 3.9 272/1 6.9 58.81200 10.3 76.0 17.0 460/3 12.3 EER /SEER1COP WT/ LBS 140 NOTES EXIST,2.3 350 EXIST,1,2,3 5TH FLOOR HYDRONIC HEAT PUMP SCHEDULE UNIT SERVICE AND N0. LOCATION HP -501 HP -502 HP -503 HP -504 HP -505 HP -506 N.O.C. HP -507 HP -508 HP -509 N.O.C. N_O.C. CONFIGURATION ROOM CONFIGURATION ROOM CLIMATEMASTER MODEL # 814 -036 804 -031 COOL MBH CFM 35.5 1250 iGOO 0.3 8 -0 23.2 29.0 885 0.3 6.0 1000 0.3 7.5 39.6 HS -024 HS -030 GR -060 GR -060 GR -060 48 -6 48.6 2000 2000 48.6 2000 GR -060 48.6 2000 GR -060 48 612000 ESP GPM 0.3 9 -4 0.5 12.0 AP FT 6.9 0.5 12.0 118.2 19.9 460/3 11.3 230/1 6.5 1 230/1 12.5 15.6 18.2 0 -5 12.0 118.2 0.5 12 -0 118.2 0.5 12.0 118.2 VOLT/ PHASE 460/3 460/3 460/3 460/3 480/3 400/3 MCA EER /SEER COP 7.6 6.5 11.81 12.8 11.8 12 -8 11.8 12 -8 4.2 11.8 12 8 4.2 11.8 72.8 4.2 NIT/ LBS 280 260 200 230 NOTES EXIST,( EXIST,1 EX1ST,1,2 EXIST,1.2,3 4.2 323 NEW,4 -10,12 323 NEW,4 -10,13 323 NEW,4 -11,14 323 NEW,4 -11,14 323 NEW.4 -11,14 UNIT 2 1 MAKE 0 MODEL p ELECTRIC DUCT HEATER SCHEDULE 2000 400 24V EXIST,1,2 8 24V EXHAUST FAN SCHEDULE UNIT N0. EF -101 SERVICE AND j MANUFACTURER LOCATION 8 MODEL N0. BATTERY RM/WAREHOUS GREENHECK BSO 70 -4 TYPE IN -LINE CFM 250 ESP .375 VOLT/ PHASE 12 1525 HP 1 BDD 1/4 1 YES WT/ LBS 75 NOTES NEW,1 -3 DISCHARGE DUCT CONDENSATE, RUN FULL SIZE TO DRAM, SLOPE 7 DEEP TRAP Ye" PER FT. MIN UNIT TRANS NO MODEL N0. VVF {H- ISB11-8 101 102 103 104 105 106 107 100 109 110 VW-EH- 15811 -8 VW -EH- 15811 -12 900 1350 105 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 VVF {H -I SB11 -8 VVF {H- 1581'. -8 VVF -EH - 15811 -12 12 1200 25 VVF- EH -ISB11 .D -11 -12 VVF -EH - 15811 -8 546 32 VVF- EH- 151311 -8 8 40 4.5 20 VVF- EH- 15811 -10A. VVF {H- 15811 -10 10 0 6.0 I 26 VVF- EH- 151311 -14 VVF {H- 151311 -12 I 12 125 8.0 VW-EH- 15811 -12 12 125 8.0 I. WE-EH-15E111-1C 10 50 '6.0' 26 VVF- EH- IS811 -12 WF {H- 15811 -6 SSD -11 -14 SSD -11 -14 SSE-11 -12 SSD-11 -14 SSD -11 -12 SSD -11 -14 SSD -11 -12 SSD -11 -8 VVF {H- 151311 -6 SSD -11 -12 SSD -11 -6 NOT USED VVF EH- IS811 -10A VVE- EH- 151311 -6 150 SSD -11 -10 SSD -11 -14 COOL CFM 475 490 1685 800 1505 1505 1050 500 MIN CFM 130 130 40 450 50 115 110 4 4 9.5 5.5 7.6 HEATER FAN NOTES AT CFM VOLTS/PH HP VOLTS/PH 27 475 277/1 1/4 277/1 2 26 490 277/1 1/4 277/1 2 NONE 1 NLET SIZE 1ST FLOOR VAV TERMINAL BOX SCHEDULE 600 5 400 25 3.5 29 1330 12 14 12. 14 12 350 12 1470 6 270 10 500 10 1200 14 2000 170 2000 1400 1610 1125 1750 1050 500 130 125 50 2.5 15.0 25 45 VVF {H- 15311 -12 1600 200 12:0 32 1 '.0 26 VVF {H- 151311 -10 10 960 45 5.5 1 .25 VVF {H- 15611 -8 605 150 TITUS EGU -6 230 45 1200 615 590 700 1300 900 1340 700 1300 1300 755 755 1050 400 310 500 120 1200 690 600 277/1 460/3 460/3 460/3 460/3 460/3 460/3 460/3 277/4 460/3 460/3 460/3 460/3 277/1 460/3 277/1 460/3 277/1 460/3 460/3 277/1 1/4 1/2 1/4 1/4 1/4 1/2 1/2 1/2 1/4 1/4 1/2 1/2 1/2 1/2 1/6 1/6 5/2 1/6 1/2 1/4 1/4 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1. 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 2 2 23 2:3 2,3 2,3 NONE RELOC,1 DEMO 2,9 2 REMOVED NOTES: 1. S NGLE DUCT COOLING ONLY TERMINAL UNIT - SIZE AS LISTED: FACTORY OPTION INCLUDE: EXTENDED DAMPER 1/2" DIA. SHAFT. 2. FAN POWERED TERMINAL UNIT - SIZE AS LISTED:. FACTORY OPTIONS INCLUDE: INDUCTION SOUND BAFFLE, EXTENDED DAMPER 1/2" DIA.' SHAFT, HEAT. STAGING, AND FAN CONTROL. THROUGH FACTORY WIRED RELAY'S. THREE SPEED FAN SWITCH, 24V TRANSFORMER 50VA MIN. RATED, AUTO RESET 130 F HIGH LIMIT T -STAY, AND INTERLOCK TO PREVENT HEATER OPERATION UNLESS FAN RELAY IS ACTIVATED. FACTORY INSTALLED 240 CONTROL WIRING PIGTAIL, 36" LENGTH, COLOR CODED FOR FAN (GREEN), AND HEAT (ORANGE). 460V -3 PHASE UNITS REWIRE 4 WIRE FEED POWER. 3. SIZE DUCTWORK ACCORDING TO HEATING CFM. 4. CHANGE HEATER ELEMENT FROM SHELL d CORE SIZE TO SIZE AS: NOW SHOWN. 5. FAN PACK TO BE USED FOR HEATING. ONLY.. COOLING AIR INLET TO BE CAPPED. 6. REPLACE ORIGINAL FAN PAK WITH LISTED UNIT. I 7. OLD BOX MOVE TO OTHER. LOCATION IN BUILDING. 8. REPLACE EXISTING INTERIOR VAV BOX WITH NEW FAN PAK. I 9.. DISCONNET 2ND STAGE ON DUCT HEATER. I UNIT THANE NO. YODEL NO. 501 VVF {H- 151311 -8 502 503 504 505 506 ' 507 508 509 510 1 511 VVF {H- 15811 -8 512 VW- EH- ISHII -10A 513 WF {H- 151311 -10A 514 VVF -EH- 15611 -10A' 515 VVF- EH- 151311 -10A' 516 VVF {H- 151311 -8 VVF {H- 15611 -12 518 VVF {H- 15611 -8 519 VVF {1-1- 1SB11 -8 520 VVF {H- 15611-6 521 SSD -11 -12 522 SSD -11 -12 91,11 -10 524 SSD -11 -10 525 SSD -11 -12 526 SSD -11 -10 527 SS3 -11 -:0 528 SSD -11 -10 529 SS1 -11-8 530 SS1 -11-6 531 SSD -11 -16 532 SSD -11 -16 533 SSD -11 -14 WF {H- 15811 -8 VVF {H- 15611 -10 WT -EH- 15811 -10 VW-EH- 1 -10 VVF {H- 15811 -6 VVF {14- 15811 -70 VVF {H -I SBi 1-8 WE {H- 151311 -8 VVF- EH- ISBit -6 INLET SIZE 8 10 10 10 8 10 8 8 10 10 10 10 8 12 8 6 12 12 10 10 12 10 10 16 14 5TH FLOOR VAV TERMINAL BOX SCHEDULE COOL CFM 1095 ' MIN CFM I 55 HEATER CF OLTS/PH 277/4 460 4 60/3 , 460/3 277/1 4 60/3 277 277/1 277/1 277/1 460/3 460/3 460/3 277/1 277/1 277/1 4 00 HP VOLTS/PH TES 1 /4 277/1 DOWD 1 /4 277/1 DEMO 1/2 277/1 1/2 277/1 1/2 277/1 1/4 277/1 1/2 277/1 1/4 277/1 1/4 277/1 1/6 277/1 1/2 277/1 2 1/2 277/1 2 1/2 277/1 2 1/4 277/1 2 1/6 277/1 1. SINGLE DUCT COOLING ONLY TERMINAL UNIT - SIZE AS LISTED. FACTORY OPTION INCLUDE. EXTENDED DAMPER 1/2" DIA- SHAFT. 2 FAN POWERED TERMINAL UNIT - SIZE AS LISTED. FACTORY OPTIONS INCLUDE; INDUCTION SOUND BAFFLE. EXTENDED DAMPER 1/2" DIA. SHAFT. HEAT STAGING, AND FAN CONTROL THROUGH FACTORY WIRED RELAY'S, THREE SPEED FAN SWITCH, 24V TRANSFORMER 50VA miN. RATED, AUTO RESET 130 F HIGH LIMIT T-STAT, AND INTERLOCK TO PREvENT HEATER OPERATION UNLESS FAN RELAY IS ACTIVATED. FACTORY INSTALLED 244 CONTROL wIRING PIGTAIL, 36" LENGTH, COLOR CODED FOR FAN (GREEN) AND HEAT (ORANGE). 460V-3 PHASE UNITS REQUIRE 4 WI. FEED POWER. 3. SIZE DUCTWORK ACCORDING TO HEATING CFM. HANG FROM STRUCTURE wITH SPRNG saNnoN HANGERS (P FL. HOSE KIT CONN Y, BALL VALVE lom HEAT PUMP DETAIL NO SCALE REDUCER (TYP) OF REQUIRED) RETURN PLENUM PARAPET WALL GROUND OPEN UNDER SCREEN WALL /NEW DRYCOOLEH Z ROOF DECK ' WSULATION THICKNESS BUILDING ELEVAl NO SCALE z z- 2 HOLE PIPE STRAP SEAL W/ ELASOMERIC SEALANT BY MECHANICAL CONTRACTOR PIF SUPPORT AT ROOF CONDENSER WATER PIPMG VI/ .7 MEMOIR RMED MSU,TION HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: GLASS SHADE COEFF. N/A PEOPLE DENSITY (S.F./PERSON) - N/A COOLING INDOOR DESIGN TEMP CE) . 74 COOLING OUTDOOR DESIGN TEMP (IF) . 81 HEATING INDOOR DESIGN TEMP CE) = 70 HEATING OUTDOOR DESIGN TEMP (fF) 28 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET' WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS. METHOBS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 1997 EDITIONS OF THE UNIFORM MECHANICAL CODE, UNIFORm BUILDING CODE, UNIFORM FIRE CODE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 1997 UmC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM 5 JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6 DUCTS SHALL BE INSULATED AS INDICATED ON PLANS. - DUCT WRAP, WHERE INDICATED, SHALL BE 2.0" 0.6 LB/CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER. - SOUND LINING. WHERE INDICATED, SHALL BE I" 1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREvENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM. - DUCT BOARD, WHERE INDICATED. SHALL BE I" RIGID FRK FACED EI 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT. 7. FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, I 1/2 FIBERGLASS INSULATION, AND NON-PERFORATED INTERIOR LINER IVITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHONN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8 PROVIDE EARTHQUAKE RESTRAINT FOR HVAC ECUIPMENT IN ACCORDANCE WITH SECTION 1630 OF THE 1997 UBC. 9 PROVIDE FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 713.11 OF THE 1997 UBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 710.2 OF THE 1997 UBC. INSTALL FIRE DAMPERS AND CEILING FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND T. REOUIREMENTS OF THE CODE. 10 PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS.SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. I PROVIDE SUPPLY DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL HEATING, COOLING. OR VENTILATION EQUIPMENT DTI IVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 608 OF THE 1997 UNC. POWER WIRING AND INTERLOCK WfRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 1 HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. HEAT TRACING OF PIPING.. WHERE INDICATED. SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WITH THE ELECTRICAL CONTRACTOR. , 14 ALL MOTOR STARTERS ARE SUPPLIED WITH EQUIPMENT EXCEPT WHERE NOTED IN THE HVAC EQUIPMENT,SCHEDULES. ADDITIONAL STARTERS TO BE PROVIDED' AND INSTALLEDIBY ELECTRICAL CONTRACTOR AS NOTED • 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE. RECORD DRAWING5 OF THE ACTUAL INSTALLATION TO E1E PROVIDED TO THE BUILDING OWNER. RECORD DRANDNGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE. OF EQUIPMENT. GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM. 'INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES, " OPERATING MANUAL AND MAINTENANCE MANUAL TO BE PROVIDED TO THE. BUILDING OWNER. THE MANUAL SHALL INDLUDE SUBMITTAL DATA. OPERATION AND MAINTENANCE MANUALS. NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 17. A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER. 1B. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE ER. 19. FOR ALL "SEALED AIR TIGHT" SHAFTS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT. INCLUDING THE CORNERS OF THE SHAFT (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING. ...) SKOLD BE SEALED ON BOTH SIDES OF THE - USE SECTION 905 OF THE 1997 UBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA. FOLLOWING T. GUIDELINES FOR TIGHT STAIR SHAFT 20 FOR SHAFTS THAT CAN EXPERIENCE OVER 1 W.C. PRESSURE, PROVIDE IMPLOSION/EXPLOSION PROTECTION OF SHAFT BY MEANS OF BLONIN/OUT PANELS OR INCREASED WALL PSF CONSTRUCTION. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR SYMBOL SIZE CEM MANUFACTURER # KRUEGER SERIES 6500-P KRUEGER SERIES 1900-100C KRUEGER SERIES 1190 PERFORATED !IRIS 301RL-HD SIZE 4' 2-SLOT AS NOTED AS NOTED TYPE LAY IN DIFFuSER SURFACE MT DIFFUSER SINGLE DEFLECTION GRILLE RETURN GRILLE 10 FLEX STARNDARD FINISH. STARNDARD FINISH. DIFFUSER/GRILLE SCHEDULE DUCT LEGEND DESCRIPTION SYMBOL BARE SHEETmETAL 14/12 SOUNDLINE SHEETMETAL (I LINING) 14/12 SL SHEETUETAL WRAPPED W/ INSULATION (1 BARE ROUND SHEETMETAL 1. EXAMPLE OF NEW EXAMPLE OF DEMO 14/12 EXAMPLE OF EXISTING DESCRIPTION SYMBOL ROUND SHEETUETAL WRAPPED W/ IN91LATION ( BARE FLAT OVAL SHEED.TAL FLAT OVAL SHEETMETAL W/ INSuLATION (1") 14/12aW DUCTBOARD (1" FIBERGLASS) 14/12 DB FLEX OUCT FLEX CONNECTOR VICINITY MAP NO S Encompass Mechanical Services 7717 Detroa A4enue Southwest 1EXPRE, 6-18-2003 BOEING EMPLOYEET CREDIT UMON 12770 GATEWAY DR. TUKWILA WA. 98168 SCHEDULES 8 NOTES B. GEZOD 06L29-01 maxxo BY: M. GLODOWSKI 06-29-01 CSUE 110. NOT ISSUED FOR CONSTRUCTION PERMIT SFr B.G. 06-29-01 ACONCEPT DWG. 8,, 06-12-01 REVIS'ONS, DATE TMCIOrTER T 2 255' -'0' T I '5 - 0 5 - - i 5 - 0 . _ ,. , . , - 15 - 0 ' 1 1 IT - 0' 15 0' T T 15' - 0 - ' G' d 15' - 0' ._5. - 0. I5' 0, 15' - 0' r 0 ) ). 15' - 0' d . 1 r 0 - -- -- i € I 1 I € T ' "jl I :B. 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I — ry _ .: U 5,51 ! i ssi ,- J I / 0 1 I ‘„_,! i! - 14/12 De I 14/12 Ds 9 14/12 66 I IM ME I 1 C �, 5TH FLOOR DEMO � � • L, -,,.1 I I II SCALE: Va =7' -0 P (D � 0 K u i t 3 L REVISIONS: ‘ENCOMPASS Encompass Mechanical Services 7717 Detroit Av5NC SoWh°est Seattle, Washington 98106 -1903 Phone: 206 -763 -9400 Fmc 206- 767 -6773 Wash !ic Nm 223- tPT- MA- CD' -0t[ -24818 B. GE20N M. GLODOWSKI C. WESTHOFF I EXRRES: 6 -18 -2003 2&PERMIT SET 8.G_ 06 -29 -01 CONCEPT DWG. B.G. 06 -12 -01 06 -29 -01 06 9 -01 CS DATE BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA. 98168 5TH FLOOR DEMO PLAN - HVAC D- 0553 - 1511208 -00 NOT ISSUED FOR CONSTRUCTION JUL 0 2 2001 TD2 _05rCeirea ,.. , ^ °z I , i i" °B ° I !� ✓ / ' 1 i ; o, /36 Ft/A OPNG Ee 0 0 DB — ,11 120 y l ' j ...0 , , 1 0 11 ® ■ 1 A �1 1 � ` + �� �� f �`� r � 't y I l �I 1 w �� 1 � 4. ,s 1 Sn^a¢ ' 1 l \ ' y. 1 / i `\ 1I f 2 u I S00 ICF}rL- h /COMB.NATION - 131 O ■s \ /' , 1 \ 7 ' WO. ! n.. �� ■II ,I ! 4 I o 1]: I . ! 0 INS . 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REVISIONS: B.G. 06 -29-0 B_G. 06 -12 -01 DATE BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY OR. TUKWILA WA. 98168 1ST FLOOR PLAN - HVAC T GL0 00WSKI 06-26-01 K NEFF AIL 0 2' 2001 TM2.0Tt - D'- 0553 - 1511208 -00 NOT ISSUED FOR CONSTRUCTION 45 -G . 15' 0" J., S''0'S' O O 1 15' - CY 1 Cr 0'5' - - 0'5 3 _0 S" - uD' UP ' II I H HP-- GENERATOR EXHAUST I ' 1 1I iII j I HD 9" INTAKE LOUVR ' I J E 1 H - i i , n ' I I ' 'I 137 ENCOMPASS 1 { .( / ' _�� L a / r D. 36/32 SM /I - CLEARAN 1 11 I � l I I / / -- '/ � 1 • M TELER —.pt.. 1 I1 / 1 ' ®I II ( INSTALLED BY te1G M c I . e e ; 106 LJ - BATTERY ROOM 1 11 ! ■ U ®���,� I I L 2 I lc I 1 � I __ 74 D _ -A 1 .1 D �n /,1 ■ - a / t, _ DB _ l l i � f I II r /' . AND 2 24/20 24 S SUPP � INC 3 2 Y zx 3 21 4x 28 4 �I ®_� � N N - 1 � B ` (� I 1 �_ 3 4 � 35/166 \ e V A� ' I S Sit o � �' .'J� � ' - ' I _ E � ,. o . , e � �1 � I . . � � 7/14- W I 6 6/1 6a ,� i 1 , II > t i ����.� {,p f 'A4 , / �,i u 120: ` ` !�'_. 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TUKWILA WA. 98168 1ST FLOOR PLAN - HVAC T GL0 00WSKI 06-26-01 K NEFF AIL 0 2' 2001 TM2.0Tt - D'- 0553 - 1511208 -00 NOT ISSUED FOR CONSTRUCTION \ ` � \ 2 GB tO I _ ( 27 5 FT ( s � 15 —I I 27/14a ! 1 C` ° I i , 1 ��i1 j/ �!/ .�• 11.111& ,r 2 9 / t k9%16° , ■ { ^ I 24!1?a 1 1_ $ 8 ti 8p - - -_ ' L 1 5, r • 11.,13 V I I j 1a De _ Da 14/12 1 I • r I I I // ® o. — 5 /f W 5TH FLOOR PLAN P off N �O 1 R S j 6 v ENCOMPASS Encompass Mechanical Services I 7717 Oetrok eeem a Southwest Sensate, Washington 98706 -T903 Phone: 206- 763 -9400 For. 206 -767 -6773 ececompserecont. Wosh tic Ha. 223- DT NA - CO - ON - 24$19 I E'IRES: 6,8 - 2003 REVISIONS: DATE ■ 2 PERMIT SET B.G. 06 -29 -01 A CONCEPT DWG. B.G. 06 -12 -01 BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA. 98168 5TH FLOOR PLAN - HVAC 451 RENS. B. GEZON 06 -29 -01 M. GLODOWSKI 06 -29 -01 K CWE are K. NEFF D- . 0553 - 151,1208 -00 NOT ISSUED FOR CONSTRUCTION 255. _ 0 - _ I _ 2 , 5 - G' :5 - I. 's - C .5. - 0 5 _ 0' t5. _ 0• - 0, r -- -_ 4 4, : I II ! ' -'' ` I - TT I 1 _ _ - I / i 1 1L1 I II 1 is i i e I I FIELD SUPPLIED RETURN PLENUM uP TNRU' 1 S. , ,I: i CEILING. RETURN HALF OF' �� 150. - -- -.� l I .1 f' , �g •`� ! —' ` r ; I .. W 420 1 • 12 IA,' 1 / .1 - M 1 . HP -5051 4 -\ \\ i I /: - / - A1 l 14/12 0 3 3 . 1I � � i i A - HP -506 : : m m W 4 1_i > 111 ,_ ___, I p p I:' I lit \ C / // / -:IGAG -5o2d t. \ ' ( ., 1 /1, t ;/\ � �'f , (// / :� . \ ! ,", m .100 'IC _ 16/10 - ' i = � - _� -.. — — : 0 220 0 ..�. _ _ - DB i i 'f-- s s� l 14c i I: �'ry ' 10/12 / / vd -_- _ - .. _- l l i ' „ „ S r 2�. .e 6:6e 1 1 12a /, iS • ,3 ^ — I � •! � tip\ � di, ' FD 1 '� I _ . 2 ` o 41 CFM CFM \ M E f f i I N e' RA 2 ��' "�� :I \ E \ M ORAGE / E I 14 /1 f '- 1^.. '' , S.: 1 , { f \ JO CrM ` i f = F1 D6 i _' - 201 I I ' I D - zrf- L1 1385. t - i I . I. 1 ' k FI': I - - - _ - i M1 r I li II s 1 _ _ . OD i i : : 1 -� 1 'I �,.. I r'T"Ai,. ^ / I� ��, I j I I :/ ' 2 2 - 1 =r I f I - 1},/ ' k A E ' � 6 g y 0� I � - i, I 6 q 1 € :I lI 5II k t ) f ffi f Q; � � I 52.. S {': I , I 5'1 � :C O — — 48/36 _ I I I ✓ P -5091 1 a 1 : I i /.. `. :. 3 3 DOD 1 J 3 t I Z';, I P off N �O 1 R S j 6 v ENCOMPASS Encompass Mechanical Services I 7717 Oetrok eeem a Southwest Sensate, Washington 98706 -T903 Phone: 206- 763 -9400 For. 206 -767 -6773 ececompserecont. Wosh tic Ha. 223- DT NA - CO - ON - 24$19 I E'IRES: 6,8 - 2003 REVISIONS: DATE ■ 2 PERMIT SET B.G. 06 -29 -01 A CONCEPT DWG. B.G. 06 -12 -01 BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA. 98168 5TH FLOOR PLAN - HVAC 451 RENS. B. GEZON 06 -29 -01 M. GLODOWSKI 06 -29 -01 K CWE are K. NEFF D- . 0553 - 151,1208 -00 NOT ISSUED FOR CONSTRUCTION P ._ - 15'- 0' 15' -ii 17 / // 1 /j � 3E CLEARANCE ON THIS 913E ONLY ROOF PLAN — HVAC 2C CLEARANCE / ON ALL 9DES <I2 Ml of c - r rf 'J ORZ C w.M 1 1 .� :L;o&f? y .'1 ENCOMPASS Encompass Mechanical Services 7717 Detroit Avenue Sau0i est Seattle. W tiington 96106 -1903 Phone- 206 - 763 -9400 Far 206-767 -6773 mpsery w¢sh Li< Nv: 223- OT- MA- CO- Ots -248L EXPIRES, 6 -[v -2003 I BOEING EMPLOYEES' CREDIT UNION 2770 GATEWAY DR. TUKWILA WA. 98168 ROOF PLAN - HVAC B . 06 -29 -01 M. GLODOWSKI 06 -29 -01 C. WESTHOFF D- 0553 - 1511206 -DO NOT ISSUED FOR CONSTRUCTION &2 PERMIT SET B.G. 06 -29 -01 Al CONCEPT DWG. B.G. 06 -12 -01 REVISIONS: DATE TM2 07 "J' 1 , 1 i sl l s�. , i I i � ' I ,f 1 , /I' 1 r / ! �� v i ---'----- % V ` I\ \ )-. I , 4 S5.4 4 ' e '—' I i !__II—tai .-a L n — : �e `\ I _ . I CI 7!-- � _ { II ,I II _ 'L 7 r �� ITT , a I! I �� T T. ! ' ❑ (_1 III' I \ 11 9 t � • r \ \ \ S l\ -<_)-- \ , t \ , \\ \ \ 2 �\ < ' 0 I I /^ li ! I Il 1 _ \ I i ' I r c i i / II /\ . I i ii:›40/ r 7 1.1"..- . ! Il l? I ii n I ' I 7 ;; 1 CT FI lf1P PI AM — PIPIKIG T T 255' - 0' T ' - 15'- 0' 15 0' I IS "- w 15- .., _ ._ I, 0' .� - J. ., - . - - __ - -- - 1 u ?f . 1 1 1 1 1 i - J \ ` 1 l h i l �1 I ( te r ! i , v ( I t • _ _ ‘,._i � I I H H .0 - i . �. ��I per i TO HUMIDIFIER f _ pl \ � l PREVE T f //` u u Li � ^ � 1 �`` / /� i� ���, % I II I '\�✓ � i,.... , I. I ,'\ , 1===-1 o P G! J K ;K 1 N; 3 6 1 91 10 NOT ISSUED FOR CONSTRUCTION (,/, ENCOMPASS i Encompass Mechanical Services 7717 Detroit Avenue Srnuth.est Se•ttte. Washington 98106 -1903 Phone: 206-763 -9400 Fax: 206767 -6713 omf ;� No: 223�- DT- w- m- av -2aaL Z2\ PERMIT SE, B.G. 06 -29 -01 A, CONCEPT DWG. B.G. 06 -13- REVISIONS: DATE BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA 98168 GEZON w1E 9 -01 M. GLODOWSKI 06 -01 .tsuE WESTHOFF TPZU 0 P 1 Vii CWS& 15 _ 0 255'. FOR GONNE PON' DETAILS RELOCATE EXISTING RAIN LEADERS SEE DETAIL RAGE UP TIGHT. TO CTURE FOR HEAT PUMP.. DU RK 3',RL OFD ■� , r V i RL 1,73F •jJkf 7 5TH FLOOR PLAN '- PIPING .iG- 3 ZC:1 ‘ENCOMPASS PERMIT SET. B.G. 06 -29 -01 CONCEPT DWG. B.G. 06 -13 -01 Das........, 6 —: 15 - 0' REVISIONS BOEING EMPLOYEES' CREDIT UNION 12770. GATEWAY DR. TUKWILA'WA 98168 5TH. FLOOR PLAN PIPING C...... WESTHOFF. 6- 29 -01.. GLODOWSKI 06- 29. -01.. D =055 7511208 NOT 'ISSUED FOR TP2.0 Z°° i I I I DOW 11111111ffill L ! / _ \ MK C,- �. 2NFi.FLQCDER K @ ! -, M � � I ONIIIII 11_11 ■1111111111■ IN11111111®ME0IMIIII 5TH � DECK@ R[ / ! �Ot ( 001.11•••••000 ®•110001 11111=1111111111M11 7OF EC ! t 011� Qlu1110i10al 0• ®®1111 `.�I I I LQQR 41 2D.FLQ K@ I o // . dua NIm11•• ®1111�ZEILII IE .E` EN1®111111® 11111111x1111 I / f / MIIIII•••I.00(<0 11.11110 0.0 ®•11.0® • 11111111111111• 1 I A 111111=111111111111111 _ 10.11••••••110 11y ( I ~ '.lmm».MsJS ® JI. O' 1 __s____t ✓•1i111•llilllmv, _. ®i.. I �i W1 It J r I / I. .. Ln Ex I � 3 I � �1+rtml } . I t _ i 0 o � � j [ c wa g � 'TICE, 1dl �� I ? 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Y l r ®a � i1■i _ l 1111.11_1111® ■•■••■■•••w ' , t iiimmumn . ROOF L nF::K? � MIII i MMIE11.011f1111 001111• 2 _,r 'F CQ I f i I I 11 I 11111111P 011111111P 5 i H TD I. 1H•■11•••1E• 011 I CRFj Pp ! '!N - R I + - j I ir' •11111111_ I ; _ ! ; ! _ 1 - — I .11..11111.111.110111, •.nu ■■.AV i l i 1 i 1 n i i � ' I !/ I I I ■ I I I I I I I r 1 /7A C,T4J CI !1ll DI AM I— Dioi _... P 1 B i ID E SCALE Ye =1 PERMIT SET B.G. 06 -29 -01 CONCEPT DWG. B.G_ 06-13 -01 REVISIONS: DATE BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA 98168 ' EXPIRES 6- 18 -20Q3 I 6-2B-01 06 -29 -01 0553-1511208 00 NOT ISSUED FOR CONSTRUCTION 1 1) 6 ' ) r�En ! �min ,,� ENCOMPASS Encompass Mechanical Services 7797 Detroit avenue Southwest Seattle: Washiptort.. 411106,903 Pftone: 3 6 -6773 , F 206- 76T -fiFIS Wash t- WA -1¢Or< -248 6TH FLOOR PLAN PIPING TP2.06u ! 1 1255' 0' . . k 1 1 y y I 15' •5 - 0` y 15' - 0` y 1 15' - 0' 1 15' 0° 1 15' 0' 1 15' - 0° ''. 15' - 0' 1 15" 0 1 15' - O' i i5' 0 , ,. 15' - 0' ; ; v - 0` 1 15' -'. 0' 1 1 15' - 0 15' - 0° I 1 1 I II 1 1 1 II. 1 11I1 f i i m :.. P 1 B i ID E SCALE Ye =1 PERMIT SET B.G. 06 -29 -01 CONCEPT DWG. B.G_ 06-13 -01 REVISIONS: DATE BOEING EMPLOYEES' CREDIT UNION 12770 GATEWAY DR. TUKWILA WA 98168 ' EXPIRES 6- 18 -20Q3 I 6-2B-01 06 -29 -01 0553-1511208 00 NOT ISSUED FOR CONSTRUCTION 1 1) 6 ' ) r�En ! �min ,,� ENCOMPASS Encompass Mechanical Services 7797 Detroit avenue Southwest Seattle: Washiptort.. 411106,903 Pftone: 3 6 -6773 , F 206- 76T -fiFIS Wash t- WA -1¢Or< -248 6TH FLOOR PLAN PIPING TP2.06u P - 0• P 255'- 0 9'- 0' FOR'PIPE- UPPORT OElPIL SEE M0.0 ROOF PLAN PIPING 15'- 0' - 0 ' I l5 0' ENCOMPASS Encompass Mechanical 7717 0eto. avenue. Southwest Seattle, W elgtal 99106 -1903 F Ptonr 206 -7 - 6773 206- 767 -6118 BOEING EMPLOYEES" CREDIT UNION 12770 GATEWAY DR. TUKWILA WA. 98168 ROOF PLAN - PIPING B. GEZON 06 -29 -01 M. GLODOWSKI 06-29-01 C WESTHOFF D- 0553- 1511208 -00 NOT ISSUED FOR CONSTRUCTION EXPIRES: 6,8 -2003 D FLUORESCENT FIXTURE. DRAWN TO SCALE ON PLANS- LETTER IN FIXTURE INDICATES SWITCH LEG CONTROL FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT fID] EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED. SHADED SIDES ILLUMINATED II OR ® LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE O IC GFI h II DUPLEX RECEPTACLE 120V DUPLEX. RECEPTACLE 120V, L.OUNTED r ABOVE COUNTER. BACKSPLASH DOUBLE DUPLEX RECEPTACLE 120V • DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT • DOUBLE DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT RECEPTACLE 208V OR 240V, SINGLE PHASE if RECEPTACLE 208V, SINGLE PHASE (TVAST LOCK) ® RECEPTACLE 208V OR 240V, 3 PHASE 4 RECEPTACLE 480V, SINGLE PHASE • RECEPTACLE 480V, 3 PHASE. O CEIUNG CORD DROP, 1200, SINGLE PHASE f CEIUNG CORD DROP, 1200, SINGLE PHASE, EMERGENCY CIRCUIT FLUSH FLOOR OUTLET (DEVICES AS INDICATED) FLOOR OUTLET - POKE THROUGH (DEVICES AS INDICATED) MOLT- OUTLET ASSEMBLY VII DUPLEX RECEPTACLE - SURGE PROTECTOR TYPE DUPLEX RECEPTACLE - ISOLATED GROUND TYPE DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE 1111 =111 LIGHTING SWITCH - SINGLE POLE SUBSCRIPTS U.S. etc, DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH 4 WAY SWITCH SWATCH - KEY OPERATED SWITCH - WITH PILOT UGHT DIMMER MOMENTARY CONTACT LOW VOLTAGE SWITCH RELAY - NEC CLASS II LOW VOLTAGE TRANSFORMER OCCUPANCY SENSOR SWITCH - OCCUPANCY SENSOR SWITCH - PHOTO CELL RECEPTACLES _ O FUSED SWITCH CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER. CIRCUIT BREAKER - GROUND FAULT PROTECTION CABLE TO BUS CONNECTION FUSE OR CURRENT LIMITER GROUND CONNECTION 1 O O EQUIPMENT ! G PANEL - 208 VOLT SYSTEM ® PANEL - 480 VOLT SYSTEM ® EQUIPMENT CO.N_NECTION, E = EMERGENCY POWER .O' MOTOR CONNECTION SINGLE PHASE of MOTOR. CONNECTION 3 PHASE M POWER BUSWAY TRANSFORMER ® HOT WATER TANK CONTROL T3 FUSED SWITCH (FUSE RATING INDICATED) D DISCONNECT SWITCH OR MOTOR STARTER - MAGNETIC Q MANUAL STARTER ®' COMBINATION MOTOR STARTER DISCONNECT SNATCH a ENCLOSED CIRCUIT BREAKER SI PUSH BUTTON CONTROL STATION H AUTO DOOR. PUSHPLATE CIRCUITS WATT -HOUR METER AMMETER VOLTMETER SYMBOLS & ABBREVIATIONS RACEWAY CONCEALED IN CEILING OR WALL HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIRES IF NO. HASH MARK SHOWWL .LONG HASH MARK DENOTES NEUTRAL -�- INDICATES GROUND WIRE. RACEWAY CONCEALED IN FLOOR OR WALL RACEWAY EXPOSEDD RACEWAY UP RACEWAY DOWN RACEWAY STUB -OUT WITH BUSHING HOME RUN' TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION JUNCTION BOX PULL BOX EXISTING RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS) ELECTRICAL RISER IDENTIFICATION SYMBOL FOR FEEDER 97ES TRANSFORMER TRANSFER SWITCH ENGINE- GENERATOR AVAILABLE SHORT CIRCUIT CURRENT FIRE ALARM SYSTEM FIRE/SMCKE DAMPER CONNECTION OR MANUAL STATION SMOKE DETECTOR (D INDICATES DISFALIATION IN DUCT) 41 HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) FIRE ALARM SPEAKER - FLUSH CEILING MOUNTED FIRE ALARM SPEAKER WALL MOUNTED FIRE ALARM HORN /STROBE! VISUAL ALARM UGHT - WALL MOUNTED TELEPHONE & COMPUTER SYSTEMS TELEPHONE OUTLET -. PROVIDE BACK BOX AND MUD RING WITH 3 /4'. CONDUIT STUBBED TO ABOVE ACCESSIBLE CERAMG. CABLING AND DEVICE BY OTHERS. TELEPHONE OUTLET, WALL MOUNTED - PROVIDE BACK BOX AND MUD RING WITH 3/4' CONDUIT STUBBED TO ABOVE A( .E CEIUNG. CABLING AND DEVICE. BY OTHERS: ® .. LADDER RACK 1■01111 . TELEPHONE TERMINAL BOARD (TTB) ELECTRICAL ENGINEERING 1 TECHNOLOGY CONSULTING ACH AFF AG A. AMP ATS AWG CB CKT CTB DEN DW EWC FA, FBOIC FT G, GND GO CFI, GEO HP IH J-BOX GENERAL NOTES 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1999 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEIUNG PLANS FOR EXACT UGHTING FIXTURE LOCATIONS. WORK DEFINITION FLAG NOTE REVISION SYMBOL ELECTRICAL DETAIL SYMBOL EXISTING EQUIPMENT OR DEVICE REMOVL EXISTING ELECTRICAL EQUIPMENT EXISDNG WALLS IDENTIFICATION SYMBOL FOR EQUIPMENT ABBREVIATIONS ABOVE COUNTER.. HEIGHT ABOVE FINISHED FLOOR ABOVE GRADE AMPERE AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAGE CIRCUIT. BREAKER CIRCUIT COMMUNICATIONS TERMINAL BOARD DEDICATED DISHWASHER ELECTRIC. WATER COOLER FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FILM ILLUMINATOR GROUND GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER INSTA -HOT WATER DISPENSER JUNCTION BOX OUTLET MOUNTING HEIGHTS RECEPTACLES UGHT SWITCHES CLOCK OUTLET PANELBOARDS TELEPHONE OUTLET - DESK TELEPHONE OUTLET - WALL COMPUTER OUTLET - DESK MANUAL STATION FIRE ALARM VISUAL ALARM UGHT FIRE ALARM HORN. CHIME FIRE ALARM CONTROL PANEL MCC MOTOR CONTROL CENTER MW 'MICROWAVE N NEUTRAL NIC NOT IN CONTRACT PNL PANEL R. RACEWAY RU RACEWAY ONLY RECEPT RECEPTACLE REF REFRIGERATOR SPECS SPECIFICATIONS SW .SWITCH SAND'. SWITCHBOARD' 7ELE. TELEPHONE' TYP: TYPICAL V, VOLT OR VANDALPROOF W.. WARE: OR WATT INC . WARMING CABINET LW WEATHERPROOF XFMR: TRANSFORMER 0:. PHASE SPECIAL OUTLET HEIGHTS ARE SHOWN ON. THE ELECTRICAL. DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS IF SPECIAL. OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM. THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE' NOTED. +18 INCHES VERTICAL +4 FEET SET VERTICAL +6 FEET. 8 INCHES +6 FEET TO TOP OF PANELBOARD +18 INCHES VERTICAL +54 INCHES VERTICAL +18 INCHES VERTICAL +4 FEET +84 INCHES OR 6 INCHES BELOW CEIUNG. WHICHEVER IS LOWER +84 INCHES OR 6 INCHES BELOW CEIUNG WHICHEVER IS LOWER +6 FEET TO TOP - iSPARL[NG tri 3 co MI cc 0 if 0 Z� f6�y 0 @,. «FE M. SYMBOLS & ABBRIVIATIONS _ JUL022001 AMA A./ \B10596 \CADD \E101.DWG JUN 28. 2001 — 1:35:41 PM BY: SPD PROJECT Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 88188 u 200321.03 Q CALLP8O N CALLISON ARCHITECTURE, INC. 1420 Fifth Avenue .2400 Seattle, Washington 88101.2343 T 208 823 4848 F 208 823 4025 WWW.oalllson.00m SPARLING ELECTRICAL ENGINEERING I TECHNOLOGY CONSULTING 720 Oliva Way 208107.0888 Salta 1400 800007.0010 Seattle, Washing Rnxi 208°887.0864 0A101•IATU wuna,apnrling,rom OWNERS Boeing Employees' Credit Union 12770 Gateway Drive Tukwila, WA 88188 .F -0 \810596 \CADD \E102,DWG JUN 28, 2001 — 1:35:36 PM BY: SPD Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98188 PROJECT P. 200321.03 CALLCSOIN CALUSON ARCHITECTURE, INC. 1420 Fifth Avenue '2400 Seattle, Washington 98101-2343 T 208 823 4848 F 208 823 4828 WWW,oallison,00m SPARIING ELECTRICAL ENGINEERING I TECHNOLOGY CONSULTING 720 Olive war 206=067°0556 Suite 1400 200$37-0010 Seattle, Washington Faxi 206.667.0554 28101.1655 tvans,spnrling,sam OWNERS Boeing Employees Credit Union 12770 Gateway Drive Tukwila, WA 90108 X11 NE CU -101 460V. 30 3.8 AMPS 140 STANDB ENGINE , GENERAT PRE - ACTION PANEL H1 -MDP FM -200 PANEL GENERATOR STORAGE 1 137 I D.F. HB, 1 SERVICE AREA EXISTING ' WAREHOUSE ImI EF-1 0 /1P 1 /4HP CU -102 - 30 3.8 AMPS 7 460V/30 9.7 AMPS H II OPTION 1 FCU 1 460/3P 4.2AMPS FCU 2 460/3P 4.2AMPS FCU 3 460/3P 4.2AMPS n EXISTING EXTERNAL MAINTENANCE BYPASS SWITCH EXISTING RELOCATED 125KVA UPS AND BATTERY CABINET EXTERNAL MAINTENANCE BYPASS SWATCH NEW 400KVA 1 UPS AND BATTERY' CABINET' j1 GENERAL NOTES 1. GENERAL NOTE No.1 FLAG NOTES C � FIRST FLOOR POWER PLAN SCALE: 1/4� 1' -0" ROUTE (4)3" AND (1)1 -1i.. CONDUFIS FROM . THE UPS/BATTERY ROOM TO. LOCATION. SHOWN; UP TO PANELS H5 -DCDP AND. 1-15 -DCM: IN THE FIFTH FLOOR DATA CENTER. ROUTE THE 1 -4 CONDUIT TO THE ROOF TO SERVE THE NEW PUMPS. z 0 e- m m I 3' Q a m �•� o'm E ° p 3 w as A Q O N E C Q � m O ISSUED / HORSED DATE PROGRESS DRAWING NOT FOR CONSTRUCTION FIRST FLOOR POWER PLAN JUL 022001 ■I PERMIT CENTER A H5DCM- 7,9,11 PDU2A- 1,3,2,4 SPIT 4A - 13, PDU1A- 17,19, 15,14,16 18.20 P0U2A- 13,1 04,16 CAC -502 V, 30 7 AMPS PDU2A- 5,7,6, HSDCM -1,3,5 PDU1Ir- 5,7,6,8 PDU2A- 17,19, 1820 CAC -503-- 460V, 30 78 AMPS H5DCM -2,4,6 I 8700 125 KVA DU -2 PBX 1531' TAPE CABINET 530 PBX /.. TEL., AS400 11/84 LAl20 1Al20 LP27 -VA CSU BATTE LIEBER LP27 -VA P27 -VA $ � FIFTH FLOOR POWER PLAN U FIFTH FLOOR POWER PLAN PHASE I JUL 0 2 2001 110596 \CADD \E204,DWG JUN 28, 2001 - 1:35:09 PM BY SPD g n .� 144 ‘44 4S1 0 0 0 0 PROJECT 0, 200321,03 Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 7 i 7 7 T 0 m • CALLIS ®P1 CALLI8ON ARCHITECTURE, INC, 1420 Fifth Avenue .2400 Seattle, Washington 98101-2943 T 208 023 4848 F 208 823 4828 WWW,oallison.00m 0 R S V V V V V CO V C) m z m z 0 0 0 0 0 0 SPARLING ELECTRICAL ENGINEERING I TECHNOLOGY CONSULTING 720 Olive Way 240 - 0@7•0555 Suite 1400 600.007.0010 Seattle, Washtn2lon t•"am 200•607.0551 96101-1663 www,sryarNn2am 0 �1 0 0 0 0 0 OWNERS Boeing Employees' Credit Union 12770 Gateway Drive Tukwila, WA 98188 -O 0 0 1 �10 � 9 1 O��0 C' 0- � �� •"'" C2 1I �� ILO 0 c0 L o1 . 110596 \CADD \E204,DWG JUN 28, 2001 - 1:35:09 PM BY SPD g n .� 144 ‘44 4S1 0 0 0 0 PROJECT 0, 200321,03 Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 7 i 7 7 T 0 m • CALLIS ®P1 CALLI8ON ARCHITECTURE, INC, 1420 Fifth Avenue .2400 Seattle, Washington 98101-2943 T 208 023 4848 F 208 823 4828 WWW,oallison.00m 0 R S V V V V V CO V C) m z m z 0 0 0 0 0 0 SPARLING ELECTRICAL ENGINEERING I TECHNOLOGY CONSULTING 720 Olive Way 240 - 0@7•0555 Suite 1400 600.007.0010 Seattle, Washtn2lon t•"am 200•607.0551 96101-1663 www,sryarNn2am 0 �1 0 0 0 0 0 OWNERS Boeing Employees' Credit Union 12770 Gateway Drive Tukwila, WA 98188 -O 0 0 \B10596 \CADD \E301.1)WG JUN 28, 2001 — 1:35:04 PM MY: SPU IE O Boeing Employees' Credit Union Data Center Expansion 12770 Gateway Drive Tukwila, WA 98168 PROJECT P. 200321,03 • O CALLIEON CALLI8ON ARCHITECTURE, INC. 1420 Fifth Avenue s2400 Beattie; Washington, 88101 -2343 T 208 -823 4048 ' P 208 823 4028 WWW.oalllson,0om O SPARLING ELECTRICAL ENGINEERING I TECHNOLOGY CONSULTING 720 Oliva Way 206-607 Suite 1400 800.007.0010 Seattle, Washington Fax, 200 8071554 98101.1859 lvunaapnrling,mm OWNER8 Boeing Employees' Credit Union 12770 Gateway Drive Tukwila, WA 88188 --O PHASE I MENEM IN !MINI MI PHASE II O RAMP 53 111III111I111111IIi11111111® `� _�• 3 1. 121 , I F ' i j l 26 �- A I I i n i . tII 7 11 . 1 y l P 1 • 137 3B , 39 1 q0 � 4 L 44 PBX/ TEL 1110EM AS400 11/84 LAl20 TAPE CABINET LP27 -VA BA� 0A ' LAI20 LAl20 BATTERY LIEBER LP27 -VA O 0 7 0 PHASE I PHASE II 0 / GENERAL NOTES 1. GENERAL NOTE Nc.1 FLAG NOTES PROVIDE SINGLE GANG BOX AND MUD RING WITH 3/4" CONDUIT STUBBED TO ACCESSIBLE CE UNG SPACE. DEVICES AND CABUNG BY OTHERS. C / FIFTH FLOOR SYSTEMS PLAN \J SCALE 1/4" = 1 PROGRESS DRAWING NOT FOR CONSTRUCTION FIFTH FLOOR SYSTEMS'PLAN , PHASE 1 ' ry OF TUKMLA JUl 0 2 2001 IS / REVISED DATE FIRE BARRIER UTILITY COMPARTMENT CT M LI rn ti o f N ° j 1600A/ h —N A 2500 AMP PLUG IN RISER BUS 480Y/277v 3^, 4W FULL SIZE NEUTRAL DISCONNECT r,I aNUF SURER AS INTEGRAL DEVICE HR 41111 50/3 00/3 SCL TRANSFORMER SUBSTATION 7 AC -1 .ROOF EGUIPnIEV- WP I 000/3 400/3 225/3 2 "C 4#4/0 C1.1 225/3 100 AMP 3P WITH 1U0 AMP FUSES p /2 "C 4 #4/0 CU 225/3 225/3 3 "C 4#500 MCM Cu PANEL H3 225 AMP MLO 4 #4/0 CJ 225/3 2'C 4 #4/ PANEL H4 225 AMP 1.1L0 PANEL H.6 400 AMP MLO PANEL HS 225 AMP MLO PANEL H2 225 AMP MLO 3 \"C 40500 MCM \2500 AMP FEEDER BUS D.A. ^n 1018.7 kVA (1227.4 A)—. 1 0 PHOTO CELL I \Lo 42 SMOKE CONTROL FAA. 40 AMPS HE- 20.22,24 2 "C 3 #4/0 Cu 02 CU TRANSFORMER T. 150 KVA 480: 208Y/120V 3o, 4W 2 "C 3#4/0 C 3 "C 3 #500 MOM 4 "C 4#8 & 1 #10 GAD W/ 2010 CONTROL FOR CONTACTOR TRANSFORMER T6 150 KVA 480: 208Y/120V 3 -, 3A9 TRANSFORMER T2 225 KVA 480: 2080/1200 4W \ (1) 6 POLE LIGHTING CONTACTOR 5 KVA 480. 2090/1205 I , 4W PANEL LG 20 AMP MCB I C 404/0 CS /3 47500 MCM -A [ "C 4 #10 I DEMAND LOAD: 913.3 kVA (11004 A) I 2 "C 4#4/0 CU #4/0 CU PANEL L6 225 AMP MCB PANEL L4 225 AMP MCB PANEL L2 225 AMP MCB PANEL LE2 6D PMP MCB MCM CU 3000 AMP BUS W/ FULL SIZE NEUTRAL 480Y/2770. 3-, 4W BRACE FOR 36,000 AIC PANEL L6B L PDU -4 125/NA 11"C 40'6 PANEL L4B PANEL L2B PANEL PANEL L1 LIB SDO AMP MLO PANEL LTC (4 -1 GND. 41600kcm0 PANEL L6C PDU -3 125kVA MI MI PANEL L2C TRANSFORMER .2 15 KVA, 3^-, 4W 480: 120/2080 PANEL L4C (2 PDU -2 125kVA PANEL L20 PANEL L4D PANEL LC8 200 AMP MLO PANEL LC6 200 AMP MLO - 4#350 MCM 2- 1/2.414// DATA CENTER STANDBY ATS ATS -DC 1600A /4P 1600A,, 30, 4W DISCONNECT 5 -3/0 CU TO GROUND GRID its GN0. PDU -1 125INA MECH. DIST. PANEL (2)2 -1 /2',3/350ka1: it 1/1 GND. 0 INCOMING WATER (DOMESTIC_& FIRE) RISER DIAGRAM SCALE: NON, PASSENGER ELEVATOR PANEL LOCATED IN ELEVATOR MACHINE ROOM PANEL L4E PANEL H1 -MDP 225A, 30 4808 MLE ii5A/ 24" X 24" J -B0% 2 "C 3$3/0 & 1/4 PANEL H5 -DCM 600A, MLO 480V, 30 PANEL L4F PANEL LE 1648 MCB 11 4 #6 DATA CENTER MECH. DIST. PANEL PANEL HRE REMOVE EXISTING CONDUCTORS. CONDUIT TO REMAIN [ "C 3010 ELEV. # #2 #3 a ( [ C 4 #6 2770 1'3#B A 1/10 GND DATA CENTER DIST. PANEL 0A/ \3/0 CU INSULATED ISOLATED GROUND. CONDUCTOR OA/ 5 KVA CONTROL TRANSFORMER FOR SHUNT TRIP CONTROL 2'4/3/0 1/6 GND NEW STANDBY DISTRIBUTION PANEL H1 -SDP 1600A, 480/2778, 30, 4W 3P / 20V RELAY FROM /A SYSTEM T O AGNATE 301 A 4♦ Y/120V PANEL C3 PANEL LCl 400 AMP MCB _L PANEL LC2 = PANEL L4G 225 AMP MCB 1 -1/4" 4/2 1/6 GND_ PANEL L5-NDC 100A /3P OLD 3 I40 . T IR,`,U, -3 PANEL L4H FREIGHT ELEVATOR CIRCUIT BREAKER W/ SHUNT TRIP 60/3 ISOLATED GROUND VARE 1 2" TO 3,d FLOOR CEILING (2)3".4g350kc nd - 111 GND_ 2,4/3/0 1/6 GND. PANEL LC4 PANEL HE1 100 AMP MLO (4)3 -1/2'. 4 600kcmd 114 GND. 600A/3P PACKAGE PUMP - 1 UNIT, 480V, 30, 20HP EACH 2 "C 4/3/0 CU 1 #2 16 225 AM CB NOTE: ALL CONDUIT SIZING SHOWN FOR USE OF XHHW OR THHN WIRE IF THOU USED UP SIZE CONDUIT AS REQUIRED. l 2"C 4 #3/0 CU r /2 IG l PANEL PANEL LC5 LC7 1-1/4% 4/2 1/6 GND. � EPO - BDTTON 1 T LO VOLTAGE CASS It NEW STANDBY GENERATOR 1000KW. 0 O.BPF 480Y /2TV. 30. 4W BASE MOUNTED FUEL. TANK 10 DC 1 480V, 30 \ 16 FLA DC -2 480V, 30 16 FLA DC -3 480V, 30 16 FLA BUSSED GUTTER DATA CENTER ROOM 529 RELOCATED BATTERY ANITA BATTERY DISCONNECT SWITCH UPS 125 KVA 480: 2087/1200 480 - 2080/120 (" 1 RELOCATED MAINT. BYPASS SWITCH AND TRANSFORMER (2 4/3/0 ELEVATOR PENTHOUSE/ ROOF 6th FLOOR 5th FLOOR 4th FLOOR 3rd FLOOR 2nd FLOOR FLAG NOTES REMOVE CONDUCTORS, CONDUIT TO REMAIN AS SPARE FOR FUTURE USE. © MAINTAIN SERVICE DURING PHASE ONE. AFTER COMPLEDON OF PHASE ONE. REMOVE, DISCONNECT AND CONDUCTORS, CONDUIT TO REMAIN AS SPARE FOR FUTURE USE. GENERAL NOTES 1. GENERAL. NOTE No.1 © REMOVE CONDUIT TWO FEET MACK FROM PANEL. CAP FOR FUTURE USE. PROVIDE OPENING COVER IN PANEL AFTER CONDUIT IS REMOVED. 1st FLOOR 12 POWER - ONE -LINE DIAGRAM SCALE: NONE PROGRESS DRAWING NOT FOR CONSTRUCTION 0 ISSUED / REVISED DATE POWER ONE -LINE DIAGRAMOUD CITY Of Ttl, LA JUL 022001