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HomeMy WebLinkAboutPermit D2000-274 - EXODUS SEATTLE 2 - PHASE IIIEXODUS -PHASE 111 3355 S 720T" PL EXPIRED SEP 10 2001 D2000 -274 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304-9069 EXPIRED Permit No: D2000 -274 Address: 3355 S 120 PL Status: ISSUED Suite No: Issued: 09/22/2000 Location: Expire:: 03%21 /2001 Category: AOFF SEP 10 2001 Type: DEVPERM Zoning: Const Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units.: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: - Slopes: Y Streams: Contractor License No: SABEYCI033KM OCCUPANT EXODUS SEATTLE 3 PHASE III Phone: 3355 S 120 PL, TUKWILA WA 98188 OWNER SABEY CORPORATION Phone: 206 -281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT HAYNES LUND Phone: 06- 277 -5221 12201 TUKWILA INT'L BL, SEATTLE WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 -281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 * k*• k** k** o********** k****** kk* k*k: kkk* k** k*: kk* k: k** k* k k •kk* Permit Description: CONSTRUCTION. OF INTERIOR PARTITIONS, FINISHES AND EQUIPMENT ESSENTIAL TO OPERATING PHASE 3 OF THE FACILITY.' *Akkk: ** ** ** ***k*•k*** *•k**** ******* kk * * * *** ***k ***k***kkkk* *kk *•k ** * * *•k * **** *lore *kk* * Construction Valuation: $ 28,000,000.00 PUBLIC WORKS. PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in) .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fi l l : Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side` Sewer: N No Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use N Water Main Extension: N Private: N. Public: N : k** k**• k• k****• kk• k***: k****k* *** ** *•k *k* **k******:k*** ***k **** k •k** * *** **** ****:kk TOTAL DEVELOPMENT PERMIT FEES: $ 171,866.44 * k***** ******k* * **** * '**** k** k* kk** k**** kk k k kA •k * * *k* Permit Center Authorized Signature: DEVELOPMENT PERMIi' (206) 431 -3670 g Da t e R2Z I hereby certify that I have read and examined th''F 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 ermit. Signature:_ Print Name: Date: __ - egi OD_ 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. r Address: 3355 Suite "c Tenant: Type: ' DEVPERM Parcel #fi: 1 -9069 120 PL CITY L CITY OF TUKWILA Permit No: D2000 -274 Status: ISSUED Applied: 08 /17/2000 Issued: 09/22/2000 *•A *•A * ***`A * ** * * * * * *•AA* Air A****A**• A*A. A*• AA** A** A* AA * **•A•AAA *•A* *•A*AA * **'A * *k *A* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division When special i nspect i on i s required ;either the owner, architect or engineer shall notify the Tukwrla 'Division of appointment oF.the inspection agencies prior to l the first building inspection Copies of all speCial inspection reports shall be submitted to the Building Division .in `.a timely manner. _Reports shall, contain address, project na ;me, .permit' number and type of. ; inspection being, performed: ' - 0. The special inspector shall'submit ;a final signed repor t stating'/whether the work 'requiring ;-special inspection was; to th,e,�best, of the inspector. 's knowledge, in conformance with' ;a`ppro ved ' plans and specifications and the applicable workmensh i p prov is i ons' of the UBi . ''Any,new'ceiling grid and light fixture installation is required to meet ;l ateral bracing requirements for Seismic Zone 3, _; . z� Pa a't :tached to iir aterrally braced if over eight () feet in, All ,'construction .to be `done' i n. c _ plans .and • r equirements'of the ..Uniform Building Code (1997 , Ed I t -3on) ';as, amended,' Uniform Mechanical , r� dap (1997 Edition and: Washington State Energy Code (- 1997''S ti D1 • All 'spray,.- applied fireproofing as required by . UBC Standar No. '4378, ",.; shall `',be; special inspected.' . :Va l i d'i ty Of Permit- The issuance of a : permit or approva plans,. speci f,i cat ions, and computations shall not be con strued to be a permit; for, or an approval of; any ,violation of any Of 'the provisions of the building .:code or of any, other ordinance cif, the .Jurisdiction.. No permit presuming to give authority to violate or cancel ,the provisions of:l.this code shall be : ;va l i d. All rack storage ;requ i res a separate permit through the City of Tukwila. Structural calculations stamped'; Washington State licensed Structural; Engineer are-required for rack storage over eight (8) 'feet' in. height 10. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 11. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12. All mechanical work shall be under separate permit issued by the City of Tukwila. 13. All permits, inspection records, and approved plans shall be available at the Job site prior to the start of any con- structian. These documents are to be maintained and'avaii- able until final inspection approval is granted. Project Name/Tenant: EA=5 CAmmuNI G o' c f p�� ructio Value 4 o o o,c. 00 OA% . '1M Pi. TUkWi1.A WA 4i 1 �tip: Tax1o23u .9601 Property ner: 1Tr RNAtlQNAL 6a7EINA1 E? Will there be rack storage? ❑ yes oio P y�ne: Q j zB I. v � 8700 r u—e-- Street Address: 1 zwi suns: MLA I ir. et.vo . City State S wA cpri Fax # mob/ Ai 1 • el ZO &o • co Rumook Phone: ZV 8160 Street Addre s: IZ2D1 - rt�u,A 114. eu W 0 City t at / Zip: WA A y �� Fax # £ 204") 281.- og Zb Architect: t Phone: ( ) enoC rest' d&e s. L I � J4 oW f9, Sat / ' : fl Fax #: C my) AI diZD not W erg weir Phone: Street Address: City State /Zip: Fax #: Contact Person• _ _ , �i�V�� / y � X& one: /zoo) 777-5221 Street Address: 12201 - tvkwIt4 att. Pbw'e City State / i .$a�•li: a �`'' Z'7'') . 5211 WA 4 Description of work to be done: eiNS'TR 1 OF I W'T RID R fin frr'1 a NS FtNisNE A iP JT B �-rb a F H* i ? 30s. Ttis Existing use: El Retail Li Restaurant El Multi- family *Warehouse El Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office El School /College /University Proposed use: El Retail El Restaurant ❑ Multi- family El Warehouse El Hospital ❑ Church El Manufacturing El Motel /Hotel El Office El School/College/University �OtherE os shirr-mm-15A sax Will there be a change of use? El no If yes, extent of change: (Attach additional sheet if necessary) AW,QWA.po 041ft Hi (41} 'jpNMj Li Will there be rack storage? ❑ yes oio ______ Existing fire protection features: 'rinklers tomatic fire alarm El none other (specify) WrSCIA es Building Square Feet: 7 tic existing / / / /// Area of Construction: (sq. ft.) SO QV $F Will there be storage of flammable /combustible hazardous material in the building? es El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quanti es & Material Safety ata CITY OF TUKF"LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 S R • STAFF USE ONLY 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. APPLIC■NT.REQUESI:.FOR PUBLIC:WORKS SITE/CIVIL PLARREVIEW OF THE FQLLOWI . (Additional<reviews maybe deterrnined.by>the.P.ublic Wo'rks'Department). g" ❑ Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: El Land Altering ❑ Sanitary Side Sewer #: El Storm Drainage El Water Meter /Exempt #: El Water Meter /Permanent # ❑ Water Meter Temp # El Miscellaneous 0 Cut El Street Use Size(s): Size(s): Size(s): Est. quantity: f Control Zone ❑ Hauling cubic yds. ❑ Landscape Irrigation Sewer Main Extension 0 Private 0 Public ❑ 1A(Atel ltagansion 0 Private 0 Public St 0 Deduct 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 8 -1 -90 Date application expires: 211 -D/ larlit;atcon taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 YS?:;r • Z w tr 00 cn o cn WI I-- t w u_ Q = d Fw Z = F- ZI- W U 0 O 52 O H Ill w I- F- H O W Z U cf ) F.- _ O ~ Z r/ 1 Ina ✓ ow 14 ■ Ina Rift ALL COMMERCIAUMULTI- 'WILY TENANT IMPROVEMENT /4 RATION PERMIT APPLICATIONS I1MT BE SUBMITTED WITH THE FO OWING: 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 SUB Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). our (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property 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 (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to 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 H- 9). ❑ � � F or plan: show location of tenant space with proposed use of each room labeled 71 i Overall building floor plan with adjacent tenant use; identify p adjacent dentify tenant space use and location of storage of a hazardous materials; dimensions of proposed tenant space. ❑ V'cinity Map showing location of site ❑ lacregges.141110nriew racks or altering existing rack storage, provide a floor plan identifying 9 p p y g rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of "k. Structural calculations are required for rack storage eight feet and over. ❑ SK r. Indicate proposed construction of tenant space or addition and walls being demolished ❑ gi details tSt ❑ 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. W Washington 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). lJ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other /'� land use or SEPA decisions. �g ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County partment of Public Health prior to submitting for building permit application. The Department of ublic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) 0 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 H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of. Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING •_ R - A t lih' RIZED AGENT: Print name : rwa. Phor4 Address' 1741 .. vKWf .. (t• 151410 151410 Date: 8, 1 Fax ZD 'Tl ?8/ - D?Z6 City /State /Zip `j r CTPERMIT.DOC 1 /29/97 qv- z • w O 0 WI w 2 LLQ • Ci I- III Z = Zo w U � N 0 I- w w I H H L U � P 0 z This P:tV rrt ;I 74 .1 •AAk4.04''kA4.:4k .14 *'hh *:1 :l *4d•:4 CIF TU 4F: l'_ kksk � ►*A:ik•t•kfik* h•A•4k'hhhofA C K.WILA. WA n () .l -'- L_) i.p-���>rir.T ik A4:4A*k1;lrfrOA* **t1 *kks1•kA :k 1 t :A•A s A A. N: 1* *.A:4:1A *ofA*4 h.k hJ.1.k,► 4:4s. I RANSMIT Nunibter: <P91100363 nitiol4nt a 1 163x. 09/22/00 10:40 Payment: Method: CI.i(:CI; ado k •2: i an: SAfUEY CONSTR(.JC'f I In i t:. < TI_l3 Pet ► nit No: li2(}()ii• -2' ?4 Type: I)EVPl Rl4 1)EVE.l.13P34Er'T Pt_ItitttIT Pikr.e :e I No: 102304 -9069 ter ;Address: 3355 S 12 -t pL 10 4 ', 1 F. 3,2 5 *sk '7 " *k•k•4 *: A**>< k0t***• 1•* 4* d** 44• kA• s't* A*.% *ofy *slAsk *:ksssksF4.• *4.sl dAk' 4••. *•A +• "* *4 Account: C(.1de Descripi: ion 000/422. fiUri.:t}rrl0 "!Q'1RES" 000/336:..904 ST, T,E 13iJ rL3i:1:140,- Si11t?1i1111 Total Fees: 171,866.44 Total ALL Pmts: 171,866.44 Dalance. f :n t 1011,158.75 4:r5 ff r i3275 09/25 9710 TOTAL 104163.25 o L)z. ccO-2i s1t1* *** *A,I- **4. * *k,4 ** *$ *4** : *A *A*k* *k+'t 4.4- 4 *' *** *tk * * * *,s *A4**A *+s* CITY' OF TUKWILA. WA Reprinted: 05/17100.';1;3 :00 TRANSMIT *sk* tic` k**,**+ 44* t1** 4- tit*I k*** 4' ?tit *it ?.4 *s4 ** *4*A*s1 *4 *kkA *sk *Asti *44 #* *•4 A'•k' . 4• . 4*4 ** TRili,5i4IT'.Uuinher : ; 89800343 . Amount: 67.703.19 08/17/00 12:59 Payment Method: CHECK 1ctutioria SACEY CORPORAT10' Initz ULH Permit Ala: .0.2000 -274 Type: OE:v'PLRA1 DEVELOPMENT PERMIT I' rt:e1 No: 102304.9069 Site'cAddresst 33'35 $ 120 PL Total Fees: 1711 666.44 .44 TH•is` P ;1; went ; 67.,70.,3.1 ► Total 11.L Pmts: 67,703,19 'Balance: 104.163„25: *.`. **a'lch4.k4*k*drt4•A't1 ** *41.4- Afit4♦c4, 4441. k'k ***s1.4.144 4- A4less * *4- * * **4 #**1444.4** 1 (c onn.i; 'Code pe5c,.i pt on Amount . 000/ 345.'830. . PLAN : CHECK. - fidONRES 67,703.19 4 v,,,, ur. uar,lae ^' \A[+b:3;'1i'i7r:HlSdUh LL1Sr4T�r(aii l4tu^:,:::rii:i�:i1J r�x .01 1095 Os3,!18 1717 TOTAL 6770349 Ai. ti ri.It�: 1 ��M .t1�'V'sri if1° ":. i � N {i�cit0t".M�4t,�,'',�'f tti; Trt ? f�pi^y September 4, 2001 Haines Lund Sabey Architecture 12201 Tukwila International Blvd Fourth Floor Seattle, Washington 98168 -5121 Dear Haynes: Your request for an extension, dated August 30, 2001, for Permit D2000 -274 is hereby denied. This permit was issued September 2, 2000, and as you stated in your request for an extension, no work has been undertaken under this permit. UBC Section 106.4.4 states: Expiration. Every permit issued by the building official under the'provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can be recommenced. a new permit shall be first obtained to do so, and the fee therefor shall be one half the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee. Based on this code language, and the fact that no work has been undertaken, I don't see that granting an extension 180 days after the permit technically expired is an option or something I can legally consider. Consequently, please be advised that Tukwila Building Permit D2000 -274 is considered to be expired. Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director sane Gn�frr Building Official Steven M. Mullet, Mayor (7.300 Southc.•enter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -43/ -3670 • Fax: 20b 431.3665 SIBEY CORPORATION August 30, 2001 Duane Griffin Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit D2000 -274 Tenant Improvements for Exodus Seattle III, Phase 3 at 3355 South 120 Place Dear Duane: We are in receipt of the letter from your department dated 8/27/01 regarding the status of the above referenced permit. We understand that this permit will be closed if we do not call for a final inspection by 9/6/01. We request that this permit be extended for 180 days. Due to the economic downturn, Exodus Communications has not leased out the space in their Phase 1 & 2 Equipment Rooms as quickly as originally anticipated. No construction work under this permit has been undertaken to date. However, it is still Exodus's expectation to proceed with this work within the next 6 months. We hope that you will find this time extension to be acceptable. We understand that there will be no option to extend the permit beyond this additional period. Thank you for your cooperation in this matter. Sincerely, REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING a Hayn Lund, AIA Project Architect, Sabey Architecture cc: Steve Ford, Doug Gardner, File 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168.5121 L-TUK3 1 A000 .DOC 206/ 281-8700 main line 206/ 282 -9951 fax line www.sabey.com �SguP= - yep 2 o August 27, 2001 Mr. Haynes Lund 12201 Tukwila International Boulevard Tukwila, WA 9868 RE: Permit Status D2000 -274 3355 South 120th Place Dear Mr. Lund: In reviewing our current permit files, it appears that your permit for construction of interior partitions, • finishes and equipment essential to operating phase 3 of the facility, issued on September 2, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician City of Tukwila Department of Community Development Steve Lancaster Director Xc: Permit Pile No. D2000 -274 Duane Griffin, l3uilding Official Steven M. Mullet, Mayor 6300 Soulhcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206. 431 -3665 PERMIT COORp ( ) P'/ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -274 DATE: 8 -17 -2000 PROJECT. NAME: EXODUS - PHASE III SITE ADDRESS: 3355 S 120 PL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui.ding Division 7 P bl'c W or s , i to Fire Prevention AU' a •s Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) YRNDUD.D VMI Planning Division 56 Q =Z1-ov Permit Coordinator DUE DATE: 8-22 -2000 Not Applicable n No further Review Required DATE: DUE DATE 9-19-2000 Approved ri Approved with Conditions ' Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions U Not Approved (attach comments) u REVIEWER'S INITIALS: DATE: 4 city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -274 (510) September 5, 2000 Re: Exodus - Phase III - 3355 South 120th Place Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 . :a.�wJ:i.i LL•:: wlGU'.aa44i4“.44u Fire Department Thomas P. Keefe, Fire Chief Page number 2 Steven M. Mullet, Mayor Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 3. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary 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 exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439 City of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 3 less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 5. Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 6. Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 7. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. Maintain automatic fire detector coverage per N.F.P.A. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 - 4404 • Fax: 206 - 575 - 4439 Steven M. Mullet, Mayor City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 Steven M. Mullet, Mayor 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 9. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 10. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 11. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area betwen draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. (UFC Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Page number 5 Yours truly, cc: TFD file ncd City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief 708.3.1.2.2) 12. This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. 13. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. P. :W .v ..�ti,4i10 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 -575 -4439 F625.052.noo (8/97) i`';'.� F �; ,REG•STt #rk P4 DATE "` GC01r- 'rt' �BEYC• 033 0, y2 / 3;t� / . . FtE �E AT ` > t R . j 0S1• �, i #9 .mitt . l> s.1s : DEPARTMENT OF LABOR AND INDUSTRIES l 1 REGISTERED `t'• T AS PROVIDED BY LAW AS CONST'CONT GENERAL R25-052-000007) • Delach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SABEYCI033KM 12/31/2000 EFFECTIVE;; DATE • ' 05/14/1997 SABEY,CONSTRUCTION INC •. 101 • ELLIOTT AVE. W;..STE. 330 '. SEATTLE. • WA.• 98119' • • • • Signature Issued by DEPARTMENT Or LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold f L� Ocaupmt Load Re Re tl R4eN (Wan 1 'At' • ExistIn95 (MeN hbmeN Proposed Proposed =5 F.=., 1st Floor Mew) 12 (actual) 4 4 l 6 4 4 Second Flom (New) 91 1 5 5 '. 4 4 (partial mezzanine) 10 10 Third Floor •1 s s - 10; 10 IZt 'I'sg TWals 14 1A 0 6 24 24 Lighting Fixture Count 1st Floor FIRST FLOOR TOTAL V1ATT5 (LIGHT 2nd Floor 152 0 152 TA 63W . 26W TA I 65A 961 26W SECOND FLOOR.TOTAL WATT'S (L I6iTh6) 5rd Floor O 152 THIRD FLOOR TOTAL WA (LIGHTING) 30,08 OW ow 3008001 OW 30P80W ow ow 30PBOw OW SOPBOW OW OW 30,0801 Vicinity Map F X' - I)RE 1 YFE 2 Porobo;e Morescent 1x4 Faro., Fwaescentix4 Por.ol;c RuorescenComont Fluorescent Down Lill: D 4011 U 4mp51 (2 40W T8 Ianps) (5 row TB laps) 0PIN to ad ;amps) TOTAL WATTS (Lien.) St Floor 5.F. 168722. 120 NSF _ 225/t6E 4AATTS (ALLOWED) 30060 AATTS (DESIGNED) 2nd Floor S.F. 183792 170 1.15F = 2I9,,0.4WA7 TALLOWED) 30,080WATT5 (DESIGNED) 5.1 Floor S.F. 163292• :30 W5F = 2199 4 WATTS (ALLOYED) 30P50WATTE (DESIGNED) TOTAL 665,161.2 WATTS (ALLOYED) 90,4owATTS OESIe EW Abbreviations AL ALT ADJ A!T AiLM 'NOD APPRO X =Tut ly ARCH At BLDG Building BLKG BM 15/5 BSMT GAB LIRE LLR LL6 1 Air Conditioning Accosted Ceiling Tile Adjustable /Adjacent Alternate Angle Blocking Beam E ro " Standard Ease cabinet GI r m Llearmca LTw Ce ter OLDS CCP COL, Col s CON, I Co to I, COAST Construction LOUT o t CONTR Contractor COORD c docil 2,F'( Carpet cr Ceramic Ale DET Detoll DIM Dlamet DIM Dlmere DN OR Door DYG Drawing GL 51as /Glaz ng' GWB 6Jpwm Well Board cI t L act Change Proposal FCW Hollow Lae Wood HD Hard HOW Hardware HOP M . ,Me HM Hollory Metal ',L Height HVAC at g Ventilation and Air Conditioning WATTS/FIXT TOTAL- WATT. 4 102401 , 1 East Ele El (He'" ELEL evatio Elevation Niew) Elevator E0 Equal EX15T Existing FlN FlnisF FLR Flom RWR Fluorescent FOIL F 71t b Ownar Installed b LorVmior FT Foot/FeaL m2, Fum;shed t Tenors, Installed b Contractor ' R1RN Furnish Fa'nl5hlnos 6A Souge 6ALV baly zed IN Inch INCA& Incandescent INLL Include INSJL Insulation INSTL IretallaGo ,8 JureElon Fb% JT hint Exodus Seattle 3 Tenant Improvements - Phase 3 Description of Work PHASE S Tana. Improvements tom existing Wall 4 Care to prwlda equpmert spar and monitoring deNCes for a ConrunIcatlms Snitching /aclllty. Scope of work Includes the provbbn of two addtbml floors wl.h an existing high -b , s..re a new roof and sob - structure to support a penthouse and nen mechen.1 equipment. Fixture Count (Toilets & Urinals) X 20 KIT Kitchen LF Lib MAT MAX MECH MED MEEZ MFR MISC. TD M MIL Lineal Feet Lighting Material M e Mchan e l Medium N anted Material/Metal Nor. WA Not Applicable NIL Not In Contract NO' Hamper NOM Nominal NON LOMB Non t oSc ala e NT5 Not to S OL On Lector ORG OP 9 OAP, Opposite' ORI6 Original PERM Pernumeot PERP Perpendicular R Plate P -LAM Fast, Lannate RWD Ply o e POL Polshed FR Pair Radius RB Rabbet Base REFR REINF REGb REV RM Roam RO Rough Opening 5 south SCHED Schedule Sc Solid Core Mod SEAL Sealant SECT Section SKr heat SIM Smiler 5M Bleat Metal 50 5112 5TL 576 5u5P ,SUS fended TEL , Telephone TEMP' !Tempered THERMO ' ,The mostot NP Typl al 1 ' I DNO Unless Noted Otherwise 1 VAR Vag es 1. VLT Virg! Composition,. ‘ER a ee vERr Vertical West/Watt/Aelth Muth Without vbllcoverIng Wood Reinforcing Requred s Steel General Notes Project Data Building Data Project Name AND CORE IMPROVEMENT FOR SABER CORPORATION AT NTBREATE.5T 3555 5,120. PLACE TUO'OLA, Y!A 96168 Zoning MIL. MAILFAOTLWN6 INDUSTRIAL CETERAEAVY Site Area 46.5 AGR 5 Seismic Zone Design Codes FRIT EDITIONS Cf: UllFOR4 BALM. DOM EFL, IND 1994 W E H A STATE ENBKY CODE,. CODE,. W/ENINSTON STA BARRIHt FREE CODE Legal Description COORDINATION 1. A. e rvGene w th M Contractor shall be responsible for the an and verification of .e mk of all trades to. assure carpllance he drawl, s and;spea Rcat ons. PARCEL 4, LOB I DROUGH6, NCL11&T£ N BLOCK 5 AND LOTS I T. 120.46, tCUS. AND LOB S THROW 32, HOLD , N BLOCK 6 CF VIVERTO, Af.LAT CP RIVERSIDE INTERWAR TRACTS, AS PER PLAT NVpRt£ B GP PLATS, FADE 36, RECORDS CFKNS CNAtY: TCY RER ODD THAT FORE. CF VACATED 34114 AV£ S. VACATED BY ORDNANCE NO.5686 QN OCTOBER D, 053 LENS BE111�: SAD MOO. 5 AND Si TOSEDER LOTH THAT PORTION CEDE SHIN D OF VACATED62.D {iN611.ET, THAT PORT. CEDE NOM & CF VACATED ea. D5T1 STREET dND TART PORICN OF THE EAST N Q=vACRIED 34M ArANE SOM4.60l PUREZZNNf TO MG COREY ORDNANCE NO. 0095 ATACIED TO SAID PAREL EST OFORATKN CF LA0 DDEPF DEFSR2PI THAT PDRECN CF LOB I AID 2 N BLODC 5 CF INVENTOR, A REFLAT CF PART CF RivERNDE DAIERINDNN TRACTS. AS PER FLAT R ECORDED N VOLLEE BOP RATS, PACE 36,RECORDS CF... CONTT;LYFY DEBTHiY C A LtE OIBONBFD AS FOLLOY@ EEO.. A A PONT ON DE RESTER T BOlDARY OF MD LOIS 1 AND 2,6010 FONT SEM 150 MEET DISTANT NXI Ed-Y MOIRE N ORSYEBT CORER CP SAID LOT It TRACE NORTEASTERY TO A POW AN TE NORIFELY BCVDAer CF SAID LOT L SAD PONT BENG 30 FEET DISTANT EASTERLY FRO, TE NORDIEBT OME R CF SAD LOT 1 ND TEED CP MS LSE DIESCRIPDON AND E CE, THE SOUTH M RAT OF LOB 6 ND 25 N SAD BLNC6 GCN ETED TO toe car, FAR BORN MTH STMT BY DEED RECORDED ...RECORD!. NO.6002e09E0 AND EXCEPT DE EASTERLY IG FEET CP LOTS 1 ila'd:1Y318 READ RIG' 6,oTTNETBD TO TfE CITY Cr MOE, BY DED RKARAID INGER RECORDING NO.90326018b SITUATE N THE CDT CF INDIA COWRY OF KING, STATE CF EV°JRYTAA 910 PUN WEAL" MST F1LYR RAY Ma 1A BST FLOOR RAN AREA I Si FAST ROOK PUN! /AEA C FIRST FLOM PUN AREA ..1 Di ROm RAN ,WFA EI FORD FLOOR PUN OVERALL SECOND ROM PLNi Al .01(0 FLOOR . PUN •20,1:1 SOD. ROM RAN AREA' O. iSEDNO RCOR RAY REA D''SELmO ROm PUN • • • • EH 5 LODES A. All work shall conform To the applicable b::4dirg codes mtl ard'maae _ In teas of conflict ,e the methods tan d retallC.an m the mater als speclFetl do not eatua cr exceed th q emmts of . Hews m ordmmces l aws rd nmces shall govern_ Notir, Architect anr1I Lonfl cz THE M. N. AND SPECIFICATIONS A. Skin/chiral, plumbing mechancal electrical and fire protection drawings are supplementer, . the d Ings: TFa Lo tr for shall caordVOte th ark of eah [saintin enyNeer wibh the d wgs; and . Specfficatlms add tins Architect o f a d p e S t ab request f ifiaabw he work ;retailed n Lorne wWi these M wings :the Spec f caGwn shall be corrected 13, the Contractor at no B. See sheet TI.O for additional notes and spec...Yore L. Refer to demolition drawings and specifications, under separate cover, For odd banal Information It will be the contractors' responsellty to coord anneal work between Moving packages. DIMEN510N5 A. All d shown m the tee ' relative to Co existing cod b i en as the best present knowledge e a hit ith wout g to pr of a The tra tor. shall II (b riFy id e'existir - ...oils off affecting the design prior or N proceed, wlfh� the Item Lm of k affected B. Dthensions on the pions ore typically to the finish Face of part [loos or to the centeh INS of wlixms G. D d d openings rvlthout locatu>n dunereims a to pe fa+r and ore -half (4Nrz') lades F . F s of dJ t partlElm m centMed betas pmtlGare 1 D. Locate pMn lore that ere not dMenslmed; Flush and squre with the exist, structure a or an the c nterllne of a window - - - DO NOT SCALE. DRAWINGS A. contractor shall use dImerelo The Architect of cry dlscrepmcb Ingo and meal field meosuremente. Notify ABBREVIATIONS A. 1Th oho t tha Ma Ings are attre tl h H e use. T of abbreviations 'pr led rot ntmdeci to be comp) to p ese t tI f caMlt o meter aaGally used, m the project. The Architect w II daf ne Gie 'ntent o f any - n q t onmeter-Solo n Address N EREATE EAST ELM. 5 555 512.1 DON PUCE VOILA, NA R.58 Owner sneer CORPORATION 12201 Tlp'mA INIERNATONAL aYb FARIN FLOOR 5EAT 981685121 TE= (306) 281 -8700 CONTACT: LAURENT POOLE Tax Parcel Number Nor AVAILABLE Construction Type 1-FR FOLLY 6,45.5.0 Building Area S FIRST FLOOR: ,68,422 sF 17201 711U NTL BLw. SECOND FLOOTL 18 sF STE 400 KWI TFNRD FRDOR: 183 8 e SEATTLE W : (20 .4,0, B11DD F' I :� 1)09 sF FAX : (206) 281-0920 tOTA1: 555,915 SF CONTACT : O9616870E ICE anG F PQ :E, CHIEF Occupancy OPERATIONS tpes a P O E-MAIL IavmtpeeL2eyepm A - ELECTRONIC FRCCLr51N6 DATA CENTER OWNER REPRESENTATIVE: B - OFFCE (8F00 sF BABET GOFPORATION FIRT FL�RONLY) 0201 TKDflLA WL. BLw. SHEE(# ELECTRIC. Snwls, CARREL . RUA 034 SHEETITRE I PH 1' FIST. Rmf DOREN LAWN 11'. Bsr (tom GR ONNIS PUN ' ROOF URMNG PROTECTOR PUN 1 ' RARER FRET FLOM'DOTNG RAY Mal. FIRST RGm,LDRP& RAY PAYE 6T MOOR LOONS. P. PN 111 FRU ROZN OtlR IE PLAN PAOR. RST RLm GRIME RAN PARANA 9:•0 RFOR OOHING RAN WITN SEGO= ROM R.HNG PUN PAWN SECOND ROOK I4HHW RAN WYL.0R! ROM IDHPAG RAN PARTLY 4tO I FILM ROMIG RAN NATAL IRO RDA 1 mac RAN PROP/ TO= FORMAL 1NRD ROM UWRNG PUN PARER IIOA FLOOR ..112 RUN FLORAL TIRO FLOOR LRRNG RAN FNT W. RiST RLOR POUT PUN REHR FRO RWR POWER RAN MEWL MST RLm POSE (NOW - SEWED ROC. POWE'. PUN PARTPL SECOND ROCN FOYER IRAN '. PARER MST FLOOR PURER RAN RAIYL F2Sf ROM PORN RAY PAWN_ S001= POOH.. POSE: RAY PR1R 93AI= FLOOR POWER RAT' '. F•RYL S0,9= FLOOR PRIER RASE PANEL TON ENKE RIVER RAN PRBL T•= FLOOR FINER P. PART. TWO ROM WON RAN PRBL TOO FLOOR POWER RAN PARTIAL NM ROM POSE - PEA N mutt. ROOF Lan= • R AO RAN PARNN -1WF ROOM 6 POSER PUN PAW. ROOF LIMING • PIER PUN PARTLY_ ROOF SOLING • POUR RAN FAOYL LAM um... POWER RAY e EISOM SDONeES PRELIM= SOURIS .111 521LUAts PH2 PH3 • '1 • FIRE PROTECTION' A. If recessay, praviee fire stopping at ail vertical and ha zonal penetrations of Fire rated g I is az requ red bj thp gw g alBhonty. F wfhny mate ea'r'ed' at all ap and voids and vo Poe, all gap s greater with blanket Pena e< strucGr bets type saiota Prod de fire stop p se xf es. Pock all yap a clear a All ty matpo soling: shall be fire stp Marshal all jo l ints "Ads 3/4' clprmd less materials shall be UL and Fee M Jai glprwetl. B. Contractor is responsible for modifications to the edsting Fme Protection SJstems as required by the work of this Contract G. Contractor shall pravld occupancy si.s conforming with applicable: requirements. O. Cat star shall provide exit sign in the type, number ad location as shown on plans, or m ttwr•se raga ed by the local inspector. E All exit doors A6CA: be opera from the Iris. w;ttout key or any special knowledge. F. Interior flashes snail not exceed o flare spread rating of 25 at exit condors (walls d enhgs) S. All modifications mNm expansion of the Whining fire alarm system are to comply with the Washington State Building dirg Cade 6 signals state barrier Free cM reYements fa 1wedible le ' va1 and ale alarm signals N Fire Alarm and Pratectfon plow are required and are to be a deferred sAFxnl., A. The r cont R12LTI0Nl. ll s A. The cacti elem ents and v IFy conditions pi or Lo W structural, illhg or meo o and electrical elem o.ar 'westing condlU ns pri Mlllbg cutting of slabs or '. sti Cont :embus :Notify sp Architect any allw ll ko boa re ark. B. Tie Cor,Mtar shall be spdnsble f p wldN allw II blocking as re e d for a ll wall ad clIng shall be modeled to 1 G. All car ebtim . stabilized ago Fpt latel mov da w the req mo of h e a na late adopted f rown of the ra ,IBC . j sd eGOn. I v_ Ceiling herg,ts. wl M Tae, me from sub floc - w L ott o f lin ng grd mouar 11 11 fwSMtl urf I E M edl eb an nkler. work shal be cardu u nder separate permits. GENERAL'Ftt _.NOTES 1 A. There shall be no exposed pipe, conduit, duct, vents, etc All such lines shall be concealed m furred and finished unless noted as exposed construction on drawings 1 B Offset surds where required so '.. that finish MOE surfaces will ba Flush 2,.I Prwldet gallonb hwlakl between db I m metals pi Refer to 5neet AO7 f r addGmal F- h El rotes WALL FINISH NOTES 1 A. All pont, Hall cthrenngs and wall panels shall be cpplied in accordance with the manufacturer s spec F For the pmtkulm surface applied epos. B. Sarpl s of all finis 1 ork s specified shell be submitted For approval by Architect prior to .lo camma enent of C. Flame spreadratvgs for Interim finish to ba Class 3 ar batter D. Paint I b the general paint color unless otherwis rated Project Team STE. 400 SEATTLE WA •81681EL : (2061261-6100 FAX : n061261-0920 CONTACT : STEVE BLACK, PROJECT MANAGER E -MAIL Stevebesebeyeam DEVELOPER: INTERNATIQJAL GATEUt. EAST, LLC C/O SABET CORPORATION 122011125UU INTL BLVD. STE 400 SEATTLE WA 9416870E : (2061 281-8100 FAX : (706) 281 -0920 CONTACT : LAURENT POOLE, CHEF OPERATIONS OFFICER E -MAIL Ieirentpeeebgsan PROPERTY MANAGEMENT: SAFE CORPORATION 12201 71110111L NIL BLVD. SUITE 400 SEATTLE WA 9068TEL : T206) 2 81 -8100 FAX : (206) 201 -0920 CONTACT : KEN STICKLT, FACILITIES MANAGER E - MAIL kaYese .{{ram ARCHITECT OF RECORD: SABET ARCHITECTURE 12201 'RYGWILA INTO BLVD, SUITE 400 SEATTLE WA 9885 TEL : 0 061 281-6100 FAX : (286) 281 - 0920 CONTACT : JOHN W LANG, VP OF ARCHITECTURE E -MAIL 8efrieeebeyram PH 4 PH 5 CONSULTING ARCHITECT: CNA ARCHITECTURE 111108TH NORTHEAST SUITE 406 BELLEV.E Uld 98004 -5118 TEL : (425) 889 -3357 FAX : (425) 828 -9116 CONTACT : MARK HERSTEN, ARCHITECT E -MAIL mhSetelneaYrarom CIVIL ENGINEER: DAVID EVANS 4 ASSOCIATES, NC. WO WEST MARRE VIEW DRIVE SUITE 200 EVERE T WA 98201 TEL : (425) 259 -4093 FAX : (4251259 -3230 CONTACT : ERFOL GARB PE, SR VICE PRESIDENT E -MAIL ergedealnccm STRUCTURAL ENGINEER: EGREERS NORFHLEST, NC. 1.5, 6869 WOMAN AVENUE NORTHEAST SEATTLE ULA 9818 TEL : (2061525 -1560 FAX : (2061522 -6698 CONTACT : RICHARD JANKE, PE, SR ENGINEER E-MAIL riOYrd.feaweeattleedm FIRE PROTECTION: MCKINSTRT CO. 5005 319 AVENUE SOL. Poet' OFFICE BOX 24561 SEATTLE WA 98124 TEL : (2061162 -3311 FAX : 006)162 - 2624 CONTACT : JeFF Ben. , SR ENGNEER E -MAIL JL .ettemdJnstlycax ELECTRICAL ENGINEER: BASCO 8815 139. AYE. WOODNALLE, WA 98012 TEL : (4251806 -8400 FAX : (425) 806 - 9191 CONTACT : PROJECT MANAGER E -MAIL • sescocom GENERAL CONTRACTOR: SABER CONSTRUCTION, INC. 0201 TACWLA ,NIL BLVD. STE 400 SEATTLE WA 98119 TEL : 0067 2.6100 FAX : (2061251 -0920 CONTACT : DOUG GARDNER, PROJECT MANAGER MOBILE E douggeeabenja ELELTRICAL/TELEPHONE NOTES - NOT APPLICABLE MECHANICAL SHEET INOEXI • Lk fl00F LEVEL ' W. RAN SHEET RILE SHEET Y2ID •21 112-21A YL]25 Y221C Yz240 YL2SE PH i AFEREVATERS, GENERAL NOTES MO. PRONG NOD aB Rat FLOOR ➢LONG. PUN YFYIMNYAL FIST, (tom NAM OW. RAN RECANNIEN. FTSfI ROM RAN I-. PHASE f 1ST FLOOR RAN -'. PHASE 2 NFORNOOL1 FRT RWR PEW' - RAW 3 iRU FLOOR PLAN - PHASE 110,PRIO . RED FLOOR PA! 4EONNUL SEM. FLOOR 114: EDLW=1L SECOND ROM f2, PRASE RASE Y6NYNAL SECOND FLOOR We CONN. RA! -RASE '' I YEOPROL SECOND ROM - 2 WMROL RUN - PHASE "2 Y2�IA 112,125 1240 NLSKNGAL SECOND FLOOR WIC =TIROL RAN- PRASE '.D YELTWIOL MONO FLOOR PINE -'.RAY 4 = NNW. SECOND FILM WAC WXR=I. RAN -RISC 14 YEOVNCIL FLOOR PUN -1 RAY 5' INDIANDAL 0 ROD WC WNR=L RAN- PINSES YEOP RC/L TIED BOOR HVUL OER. P. NECHANAL ONO ROM P. -RASE1 YEC ANDAL TRH) FLOOR IND CONDO RAN -RAY 11 NFLNANGLL TIT= PUN - PEASE 2 '.. YECNYNA: THan FUJOR WAD CONTROL PUN -PHASE 2' .NNIRL TWO ROM RAN - PLAYS TORO RLM am.a. RAY -RAY A2NW1C1L TIRO ROM RAN - PINE NE IL ONO RDOR MAC aNEOL NLOINNAL ROOF LEVEL RAN - RASE I YPAVI N. TWAT ROM PUN - RICE 5' YFCHWIDL TR0 ROM MAO CONTROL RA -FMSE 5 YEOMEN_ ROW LEVEL MENNE RAN '... IEDHANICAL LEVEL Irv. RAN LEVEL Nt'IG RAN - PAY.. ECHwrrL ROOF LEVEL NYAC RAN - RAY 4 u OHYROL ROOF LEVEL ROC PAN.- FA. RAWL SELPOS 1EOYNIOL PARNL SECTIONS YD]YNIOL PARNL VIRAL MEWLS PEONNMAL SNEORES YECHWCR SOWDOL S INOYNMAL SCHEDULES NFDYN1L PAYINL PUNS PLO 3 PH4 11EOIWPAL MECHANICAL NOTES A. The INAL system shall comply with all applicable codes B. The Contr tar Fnll verify sOes and locatbrts of all open:, for mecho.of equipment Nth Methanlcal Draw as well co shop drawings before proceed, with the nark L. The Contractor shall 'provide balancing and reports, Cry Independent balanclrg contractor. D. Refer to Mechanical Bi5 lneers Specifications 'Manual For Mechanical notes. EOEI .ENT A. Mere shown on drawings, install Building Standard ploMing fixtures fire extinguishers EWIPMENT LABELING A. Label all mechamwl and electr T r t 'd ?glade at ce llln � w y - prepriate colored dots w the cenilg gnd color codim B to be saber Corp ste as follow: Blue: •' volts/ exhaust Green • We (shut off) Red: Fire systems Orwge HVAC C.77,0001 Yellow b PH5 SEPARATE PERMIT REQUIRED FOR E' ECH N CAL LEC RICAL (e G P J5IBING AS PIPING CITY OF TUKWILA BUILDING DIVISION Date TO ' PRIOR L- ':'ISION. ,nu SABEY CONSULTANTS 1 PHASE 1551E 8 -15-00 PHASE I PERMIT REV 8 -4 -00 .. PHASE 2 PERMIT 1 1-20 -00 REVISIONS I I,EDE DATE ISSUED FOR TI PERMIT 6 - 26-00 DRAWING TIRE: ARCHITECTURE FRED L E N . - ATE .- HASH N "AA I UKVZg D +'ED SEP 2 U TOOT EXODUS 111/IIl4LSl/ ere. E( A1 l aummnimals P(2C7 JF('T COVER SHEET 4 CODE ANALYSIS Oi 0'1 1 2iA l of c'T appr caJ PROGRESS DATE: .6/14/00 RLEE :!46/12 5abe4 Exodus TI /1 PROJECT NUMBER: . 112.10.11 I DRAWN BS I SSMITII CHECKED BY:' APPROVED BY( P- TAN _L 2,000- 21y 1 ' I A DRAWING 'NUMBR: 111 2000 -21- TOVLET ACCESSORIES SCHIEDULE (ITEM # 1 DESCRIPTION (or equol) 0 8 000000 - 80 BOBRICK RECESSED COMBINATION TO LET PAPER/SEAT COVER DISPENSER. & NAPKIN DISPOSAL #E -3574 BOBRICK RECESSED COMBINATION TOILET PAPER /SEAT COVER DISPENSER' #B- 3474. BOBRICK PAPER TOWEL DISPENSER' #B -43944 BOBRICK 'FEMININE NAPKIN DISPENSER' #B'- •352'. 25 BOBRICK 'RECESSED SOAP DISPENSER' #8 -4063 BOBRICK MIRROR /SHELF COMBO. B- -1'66 1836 1 1/2 BRUSHED ALUMINUM GRAB BARS. FLOOR MOUNTED TOILET COMPARTMENT. SEE DRAWING T1.0 FOR SPECIFICATION. MOP I HOLDER'- BASSICK M515 ROBE HOOK: - .BOBRICK 8 =7672 RECITE WITH SILL FULL HEIGHT RECITE KEY NOTES REFERENCE OR DATUM v ELEVATION REFERENCE GENERAL DETAIL REFERENCE LIG TING STRUCTURAL GRID O ROOM REFERENCE OFFICE "" NAVE Ir --ROOM .NUMBER DOOR REFERENCE -! O- ~ BOO.R NUMBER BUILDING SECTION ACCESS PANEL CEILING HEIGHT FIRE SPRINKLER! MECHANICAL REFER TO HVAC DRAWINGS PLAN SYMBOLS SEE LER% - DE.NL NUMBER /L, TER DRAWING NUMBER. SECTION NUMBER WALL SECTION DRAWING NUMBER SECTION LETTER DRAWING NUMBER REVISION UBER'. REVISION REFERENCE _ --cNLr McsT RECErrt REVISI IS CLOIDED REFER TO ELECTRICAL DRAWINGS FOR SYMBOLS. ELEVATION REFERENCE. ELECTRICAL SYMBOLS CEILING SYMBOLS' EWA OA N¢eFND ®Os RECESSED FLUORESCENT FIXTURE FLUOR. DOWNLIGHT O M.P. .DESIGNATES MOISTURE PROOF. INLAND. WA'LLWASHER FLUORESCENT STRIP EXIT SIGN /LIGHT ® NOTE mIEamnu READ. ® 2 ME RECESSED UN.. FMK ( NL IAl :OIREVENTS I.1 GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AIA DOCUMENT A201 -1987, FOURTEENTH ADDITION, ARTICLES' THROUGH 14 INCLUSIVE, AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TO THIS WORK AS WELL. THE CONTRACTOR AND ALL SUB CONTRACTORS SHALL READ AND BE GOVERNED BY THEM. 1.2 CODES ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE .8-10DS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR. ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 1.3 DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL COORDINATE THE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. TENANT OR THE ARCHITECT. DIMENSIONS A DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CENTERLINE OF COLUMNS. B. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2 ") INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. C. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH STRUCTURE OR ON THE CENTERLINE OF A WINNOW MULLION AS SHOWN. 1.5 DO NOT SCALE DRAWINGS ME CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. 1.6 ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 1.7 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. i 81 I FIRE !PROTECTION I Ill ! i,l I II 1 ..: WHE RE! NECESSARY , PROVIDE FIRE PROTECTION AT ALL! PENETRATONS OF FIRE RATED ELEMENTS! AS REQUIRED BY.. THE I GOVERINGPUTF I ORITY. 1 ! I II I ! I � 191 'TENER'ALI CONSTRUC ON ! 4 THE CONTRACTOR (SHALL INVESTIGATEIAND VERIFY NS OF 5 UCNHAL M VI ! T A NT RIO YO D ILLING OR CU TNG OF SLABS OR ECHA CAL AND ELEC R C L ELEME S P R T III F T T A YICONF fCT5 RIOR TO BEG ION NG WOR� STRUCTURAL MEMBERS NOP YI MEARCH�TEC I L B THE CON ACTOR SHALL BE R FOR PRO DING ALL WALL BLOCKIN AS i R REQUIRED FOR qLL WALL AND ICEILINC MOUNTED! ITEMS I I C ALE CONS RUCTIO SHALLIBEISTABILIZEQ AGAINST LATERAL MOVEMETIN WIT TIE REOUIREMEIVTS OF'THE LATEST ADOPTED EDITION OF TF�EBC IN THE LQCAL JURISDICTION. D CEILING HEIGHTS, WHERE INDICATED ARE FROM! SUB FLOOR !TO !BOTTOM . OF CEILING GRID OR OTHER. FINISHED SURFACE E. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT, :. 2.0 SUBMITTALS A. PROVIDE SIX (6) COPIES OF ALL SUBMITTALS TO GENERAL CONTRACTOR FOR DISTRIBUTION FOR APPROVAL 2.1 COORDINATION A. CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR (THE. INSTALLATION OF ALL RESTROOM ACCESSORIES AND OTHER WALL MOUNTED PRODUCTS. DIVISION 2 NOT REQUIRED' SATE WORK DIVISION 3 CONCRETE NOT REQUIRED DIVISION 4 M ASONRY NOT REQUIRED 18.21 HARDWARE I LA 1 SEE HARDWARE SCNED,ULE ON SHEET A5.0 FOR HARDWARE GROUPS B ALL LOCKS ISRAEL BE,PROVIDED I MDLI IN CORES ALL LOCKS SHALL BE 1 KEYED TO LANDLORD'S GRAND MASTER AND MASTER fEY SYSTEM(( ]' ! I. C PROVIDE !BLOC IND : IIIPARPPO FOR 1A14. WALL M.UON J DOOR !:STOPS. TE I D 1 HARDWARE( ITEMS. I -,;11 ! ,.: III III II III 111 1 ':,1 1 III. LOGKSETS ND 1 GHSEIS '6 RGEN 8200 LE,YF OSE I LAl. I WITH, R TRIM ARMS CLOSERS ENEV 11 LCN OR APPROVED 11 11 A 1..1. I QUAL :PAR !CEL I WHER OS £; G Al I I : 00 I L & � D D I SIB! ! 11 / P. BENJAMIN MOORE #15 - I. BUITTS: I I STANLEY 4 1 1 2 % q -11/2, US26D FINISH 1 P -3 BENJAMIN MOORS - SMOKE GASKETS PEMKO OR APPROVED EQUAL DOOR PROTECTION: CIPGD, QUA( ITT, OA BUILDERS BRASS STOPS CIPCO, QUALITY, OR BUILDERS BRASS EXTERIOR CYLNDERS: MEDECO I ' ! I r ' D PROVIDE SIX SAMPLES OF EACH PANT COLOR AND GLOSS ON 12 x 12 ART BOARD FOR APPROVAL. C. PANTING SCHEDULE WALLS 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, EGGSHELL ENAMEL LATEX FL GW8 ACEIT ^:LING(. 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT SEMI GL , IM SNIAMEL 2 COAT PROCESS; TAT PRIMER MATCH FINAL COAT, II ' E III 111 I 1.. I TOUCH., UP PA NT :7- (THE SAME. APPLICATION. SYSTEM ( USED IF AST' FOR H L FI D CDAr I 'IS PI LL( I P COL T VII 11 1 AINT ORS ISRAERS )<L CIH THE FOL L OWING : I I I I 1 I I EI I I A III BENJAMIN MOO 1464 I I I 11 11,1 1 I 1 1 t 1111 I I PHASE 3 155IJE 1 8 - 1 0 I 1 .11 I '' 2 PHASE I PERMITIREV. 6-4 -00 u 171-I'A5E 2 PERMIT': 7425-00. REVISIONS ISSUE DATE 155UED FOR TI PERMIT 5 - 26-00 !CHECKED ':6Y:I APPROVED BY: I I l i ; I I Ill i!1 11''1 I I 1 11 '1 1 ! 11 I.''1 ( III hi" I ',PROGRESS DATE 6/14/Om 1 III I , I'WLCDR /AND 10.11 5 K WH°BA, WDUXs PLOT: :.I' II T PROJECT NUMBER: 1210 .1 DRAWN BY 1. SSMITI -1 , DRAWINGORAWING NU DIVISION 5 METALS 5.1 GENERAL REQUIREMENTS .SUBMIT SHOP DRAWINGS IORALL METAU FABRICATIONS PER DIVISION i, SECTION 2.0:: 52 METALS FABRICATIONS 11 1 I 1MAT DIALS SHALL: CONFORM 1 1T0 THE FOLLOWING:i E. T STEEL( SECTIONS. 1 ! ASTER IA ( I STEEL TUB NG I " ASTM A500 GRADE B PLA s: ASTM I.Al283 1 1, !.: I TE i L Pd. I II ASTM A5 GRADE B, SCHEDULE 40 BOLTS, ' WASHERS: 11 ASTM A300 CALVIN ZED TO ASTM IA153 1 FOR GALVANIZED COMPONENTS WELDING MATERIALS. AIMS : DiIA; TYPE AS !REQUIRED FOR MATERIALS BEING WELDED ALUMINUM MEMBERS: SIZE PERK DRAWINGS B TOUCH UP PRIMER FOR GALVANIZED SURFACES SHALL BE A ZINC RICH PRIMER. C. FIT AND 'SHOP ASSEMBLE METAL WORK IN LARGEST PRACTICAL SECTIONS, FOR DELIVERY TO SITE D. CONTINUOUSLY SEAL JOINED MEMEBERS BY CONTINUOUS WELDS. E GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. EASE EXPOSE EDGES TO SMALL UNIFORM RADIUS. F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. G. SCHEDULE OF WORK: 1. GUARDRAILS AT EXTERIOR WALKWAYS 2. DECORATIVE ALUMINUM FRAMING AT ROOMS 101, 103; 107. IT I I 111 I I I! 'III ',IiI (III Hill =11 I III III II 1 II -11.1 Hi I I 1 DIVISION t W O'T'' AND PLOS TILT 61 GENERAL REOUIREM E'. SUBMIT SHOP DRAWINGS FOR ALL MILLWORK AND CASEWORK ITEMS PER DIVISION 1, SECTION 6 2 MILLWORK A ALL MILLWORK SHALL MEET ARCHITECTURAL WOODVIRKING INSTITUTE STANDARDS FOR PREMIUM GRADE CONSTRUCTION B. PLASTIC LAMINATE SHALL BE 1/i6" HIGH PRESSURE LAMINATE AS MANUFACTURED BY NEVAMAR, OR APPROVED EQUAL. PL -1: #AL -3 -OTC TEXTURED, "DREAMY ALLUSION" PL -2: #TR -5 -1T. TEXTURED, "VERDANT TERRAIN' C. STAINLESS STEEL SHALL BE ASTM A167, TYPE 304 COMMERCIAL GRADE PAWJSHED FINISH. STAINLESS STEEL COUNTERTOPS SHALL BE FULLY WELDED CONSTRUCTION WI'THI ALL EDGES FULLY HEMMED. 6.3 CASEWORK A. ALL CASEWORK SHALL MEET AW STANDARDS FOR PREMIUM GRADE CONSTRUCTION. B. CASEWORK TO BE PLASTIC LAMINATE COVERED FOR ALL EXPOSED AND SEMI- EXPOVED SURFACES. C. DOORS AND DRAWERS TO BE OVERLAY DESIGN. D. INTERIOR NON - EXPOSED SURFACES TO BE WHITE POLYESTER SHEET OVER 3/4" PARTII BOARD. E. EXPOSED CASEWORK HARDWARE SHALL BE US26D FINISH. PROVIDE THE FOLLOWING HARDWARE ITEMS: HINGES: EUROHINGE BY AMEROCK; 175 DEGREE SWING; #3762 PULLS: COLONIAL #752 DRAWER GUIDES: KNAPE & VOGT #1128 GROMMETS' 2" DIAMETER, METAL ADJ. SHELF gRACKETS: KNAPE & VOGT #346 AND. DIVISION 7 NOT REQUIRED THERMAL AND MOISTURE PROTECTION DIVISION 8 DOORS AND WINDOWS 8.1 GENERAL REOUIR M NT A DOOR AND FRAME ASSEMBLIES SHALL MEET THE RAS LIS TED IN A5.0BCHEDULES PER 2D. DOOR ANDFRA CONSTCON AND INSTALLA DETAILS SHR A ACL SECURI YlDOORS ANDWIDOWS. I 1 8 21 HOLLOW M I�I TA 0 S d L 0 & I D (R ! 75 O GRAOE I IHEA� D UTY MORE 21 SEMLS D 1 3/ i SH TEL FA ES I I ! ( II I M T R I HOL TAL A S HALL EE THE I E U E NlY ANSI f 00 1 OR FR S S 0 SD N N EM 1 H ORR F LL DOOR SIDELI T A N I 0 D L1 RA E6 SHA Bt AG 51 EULCY ED B WE 6 G - EEL WELD P CONSTRUCTION qC >' R EX'TERIbR HOLLOW ME AIf DOOR ALL ILAR TOR MILD � � i 526, CO ; L D00 AWES � I BE 9M TO INTE TOR FRAMES AN� OF GAIIVAH ZED STEED (ASTM A I MMERCIAL I OUALATY, OR EQUAL). EXTERIOR VORS T O D BE INSAN FRI WITH 71 T O B E Iti I INP D A GOAT . LO METAL OURS A D' AWES EI FACTORY PRIMED TOR, HELb APPUtD FINISH GOAT!. I 83 HARDWOOD DOORS DOORS FOR ,OPAQUE FINISH SHALL BE AM CUSTOR PAINT GRADE BIRCH VENEER, 1 3/4" THICK.. 8.4 SECURITY DOORS AND WINDOWS !) E %TERfBR BALLEIT DOOR AND FRAME'.'SHALL DE GAFFCO MOD #6201 ORI APPROVED EQUAL; l AL� l 4'RATING FINISH': SHALL BE:. DARK BRONZE. ANODIZED EL FUEL NEW'. LIGHT HALL BE GPC 101 .GLAZING; INTEGRATE ELECTRIC STRII(E PATH MANUFACBAI STANDARD HARDARE. � 8 5 LAROZINVIG( PDE SETON G ,9 .. LOCKS " SPACERS AND COMPRESSIH FILLER. RODS AS REQUIREA PROVIDE GLAZING CHANNELS AND MISCELLANEOUS CLIPS AS DETAILED) ALL EXPOSED EDGES SHALL BE GROUND AND POLISHED. CLEAN ALL GLASS:( B. GLAZING SCHEDULE. 1 I GL -11 1/2" CLEAR TEMPERED GLASS WITHOUT, EXPOSED TONG MARKSI C. TEMPERED SAFETY GLASS SHALL MEET FEDERAL SPECIFICATION DD G- 4510.: AND ANSI. 297.1 WHERE REQUIRED. 816 ACCESS DOORS A. ACCESS DOORS SHALL BE FLUSH MOUNTED UNIT,S DRYWALL : FRAMES; MILCOR "D SERIES OR APPROVED EQUAL B LOCATE ACCESS DOORS WHERE SHOWN ON DRAWINGS AND AS REQUIRED TO' PRUNDE ACCESS TO CONCEALED EQUIPMENT OR CONTROLS. VERIFY ALL ACCESS DOOR LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. III - i III �I1�I I ILI I 43 FLOOR FINISH NOTES A. THE CARPET CONTRACTOR SHALL FURNISH. AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES PER WAGON A. SECTION 2.0, FOR APPROVAL. B. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH E THE CLOSET OPENS, UNLESS OTHERWISE NOTED. C. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS AND 91ELL AND CORE SPECIFICATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. ,SINN 4 FINISHES 9 , GENERAL FINISH NOTES A THERE. SHALL BE NO EXPOSED PIPE, CONDUIT, DUCT, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED,' UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS:: B_' OFFSET STUDS WHERE REQUIRED. SUCH THAT FINISH WALL SURFACES WILL BE FLUSH. A PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS B. SEE SHEET TA3.0 FOR FINISH (SCHEDULE. 9.2 WALL AM. NOTES' A AU_ PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR. SURFACE APPLIED UPON. 8. SAMPLES OF ALL FINISH'. COLORS SPECIFIED SHALL BE SUBMITTED PER DIVISION 1, SECTION 2.0, FOR APPROVAL BY ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. C. IN AREAS TO BE LEFT UNFINISHED; GYPSUM BOARD WALLS SHALL BE FIRE TAPED ONLY. 9.4 GYPSUM BOARD ASSEMBLIES A REFER TO PARTITION SCHEDULE ON SHEET A5.0- B GYPSUM WALLBOARD TO BE 5/8" TYPE 'X' GYPSUM WALLBOARD EXCEPT WHERE NOTED OTHERWISE. PROVIDE 5/6" WATER RESISTANT BACKING BOARD AT ALL CERAMIC TILE WALLS. C. PROVIDE METAL CORNER BEADS, CAS`.NG BEADS AND DRY WALL TRIM ACCESSORIES WHERE REQUIRED. D. SOUND INSULATION, WHERE INDICATED, TO BE 3 N" UNFACED SOUND ATTENUATION BATTS. 9.5 CARPET A. LAYOUT CARPET TO MINIMIZE SEAMS. 8- PROVIDE 3%, OVERAGE OF EACH CARPET TO LANDLORD IN LARGEST PIECES POSSIBLE. C. CARPET PAD TO BE GFI /ALLEN FIBERLOC II, 3/8" THICK, OR APPROVED EQUAL. D. PROVIDE SHOP DRAWINGS SHOWING CARPET SEAM LAYOUT. E. CARPET SCHEDULE CPT -1 PATCRAFT EMPOWERED, #18458 -109, INSTALLED OVER PAD PER MANUFACTURER" RECOMMENDATIONS. 96 CERAMIC BED A GERA.MIC OOR RLE IN BE A .F TH IN S B. CERAMIC ALL TILE. INS TO B TC TC W2 87, THIN SET SYS E A LE .. . SC 1 : . C. 'ICED YST POR C IN CERAMIC 13 M OSAC 2' x 2" C -i l DAL TILE': K ONE E LA F 1 147 "B�U S TON E "Ij I'! II 1 2�!. D G TAL INTERIOR TO TLE 6' z 16" D 12 . (DO I I LE ra '4 ET A N N �AZED WALL L z 8 TTE _131 A I ER OLEA G P L # M I I D I i 17 H III ': li . II I II 1 1 I !I ! WW A A TIL.6 6 5 - MATTE AMEBI OLE GLAZCD LL p� # III ' N' I I 1 I I I I I I I 1 1 I I1 I I ORa' 1 ( I L I I I III I ! N M T IT O B E SE LECT I A L ID GROUTTC SANG PO R D CE E N CO ED I VIDE.. CO DI,BASE TILE.BA IWOSED'PLES'IANO. OTHER15HAPED ,TILES: AS REgA RED El P R O VIE ! 97 RE6WENTFLOORING N ESSENTIALS] 12,"&12" x1/8% .A A II I � SHA I II MANN( 70 ESSENI ALS .�R A VINYL L OMP HAUL (TILE LL BE G l N EWAL ('COLOR SHALL. MARCH THE FOLLOWING VGT 1' MANNINGTON # 37 "SANDRIFT I 3 VINYL BASE IRA-I) I ( .SHALL BE ROPPE .080 IRB. BASE, 4" HIGH, WITH COVE, . OR APPROVED EQUAL. PROVIDE PREMOLDIED INTERIOR AND EXTERIOR 'CORNERS, OR, ALTERNATIVELY, 'INSIDE CORNERS MAY( BE MITERED.' COLOR SHALL MATCH ROPPEI #540 FA'NN. C. REDUCER STEPS SHALL BE..ROPFE #157-178, :DESERT TAN, OR APPROVED EQUAL 8 OUTURCAL CEILINGS A. INS TILE PATTERN CENTERED IN (ROOM, T IN.: EACH DIRECTION; EXCEPT INHERE NOTED OTHERWSE ON PLANS.! UNLESS OTHERWISE REQUIRED'. TOIUNIFORMLY SPACE LIGHT'.IFIXTURES, ADJUST TILE LIAYOUTISO THAT NO WILL BE LESS THAN ONE -HALF FULL LENGTH OR WIDTH: SPRINKLER' HEADS, LIGHTS. MECHANICALI0 VI CES , I ETC SHALL BE CENTERED IN TILES B METAL ISUSPEN90N SYS `M SHALL BE 15/16 TEE AS MANUFACTURED BY DONN CHICAGO ETAIJC, OR APPROVED EQUAL 1 PROVIDEISHEET MEITAL EDGE (( MOLDINGS AND TRIM, CEILING TILE SCHEDULE I � I,_ I 11 I I ACT ARMSTRONG CORTEGA "SECOND LOOK 11"1 24' 'x48 "X5 /8,: OR APPROVED EQUAL ACT-2I ARMSTRONG PERFO Vl) FIRE GUARDi # 1 24 x48 "x5 /8L PATTERN CE 9.9 PAINTING 1 II I A. '_CONFORM TO THE I RECOMMENDATIONS OF THE CURREN! EDITION( OF ARCHITECTURAL VISION IC, SPECIALTIES 10.1 SIGNAGE SHELL /CORE A. PROVIDE IDENTITY SIGNAGE MATCHING BUILDING STANDARD IDENTIFICATION SYSTEM. OUANTTY = 4. 10.2 ACCESSIBLE TILE FLOORING A:ACCESSIBLE TILE FLOORING (AO) SHALL BE WOOD CORE SYSTEM #WC5000 WITH .BOLTED STRINGER, AS MANUFACTURED BY MAXCESS TECHNOLOGIES, INC. B. FLOOR FINISH TO BE SOLID VINYL TILE, COLOR ST 61, 'GREY SWIRL ". C. INSTALL COMPLETE SYSTEM' INCLUDING PEDESTALS AND CONNECTIONS, STRINGERS, FLOOR PANELS, RAMPS, STAIRS. VERTICAL CLOSURES, AS SHOWN ON DRAWINGS AND TO MEET MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. D. PROVIDE I N" OUTSIDE DIAMETER ALUMINUM RAILING SYSTEM PER DRAWINGS AND TO MEET ALL APPLICABLE CODES. E. PROVIDE SHOP DRAWINGS SHOWING ENTIRE SYSTEM LAYOUT PER DIVISION 1, SECTION 2.0. F. PROVIDE PAINTED ALUMINUM FILLER STRIP AT ALL PARTITIONS. G. PROVIDE PERFORATED, DAMPERED TILES PER ARCHITECTURAL DRAWINGS. 10.3 FIRE EXTINGUISHER CABINETS A. PROVIDE FIRE EXTINGUISHERS TO MEET CODE REQUIREMENT OF 75 MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER FROM ANY POINT IN BUILDING. 8. FIRE EXTINGUISHER SCHEDULE: FE -1 LARSON CAMEO #C2409 -R, MP5 (2A 108C),. 132 BRACKET, OR APPROVED EQUAL. PAINT EXPOSED CABINET TO MATCH ADJACENT WALL. C. ALL FIRE EXTINGUISHERS IN FIRE - PROTECTION WET ZONES SHALL BE FE -1; ALL FIRE EXTINGUISHERS IN FIRE - PROTECTION DRY ZONES SHALL BE FE -2. 10.4 TOILET COMPARTMENTS A. PARTITIONS SHALL BE ACRYLIC COATED METAL TOILET PARTITIONS; NORMANDIE TYPE AS MANUFACTURED BY SANYMETAL, INC., OR APPROVED EOUAL. B. URINAL SCREENS SHALL BE SANYMETAL TYPE C, WALL. HUNG BRACKET SUPPORTED, OR APPROVED EQUAL C. ATTACHMENTS, SCREWS AND BOLTS SHALL BE STAINLESS STEEE. D. HARDWARE SHALL BE CHROME PLATED NON - FERROUS CAST PIVOT GRAVITY TYPE HINGES WITH NYLON BEARINGS; THUMB TURN DOOR LATCH; DOOR STRIKE WITH RUBBER BUMPER; CAST ALLOY CHROME PLATED COAT HOOK AND BUMPER_ E. COLOR OF PARTITIONS, PILASTERS DOORS AND SCREENS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 10.5 TOILET ACCESSORIES CONFORM TO, WAC 51 30 FORMOUNTNG HEIGHTS AND OTHER REQUIREMENTS FOR ACCE ALE DSIGN. 1 IL', 8. TOILET ACCES SS SHAUL MANUFACTURER 6 S TANDARD STA HESS FIN H EACEP WH E RIO 0 OTHERLM$E S EEL S E _ E R 1 ALE TOILET ACCESSGR ES TO B AS S CHEDULED 9ELOW, ORAPPR VED.. EQUAIiIII I I I + 11 I I I I I I II I I I DIVISION, 11 EQUIPMENT NOT REQUIRED 1 I f III'..( I I I' I ! 4 111! hill 11 Ilii I II ,.III III 11 � I 1 1 1 III 11 I SAABEY AR {H1TECTU / i ' S /,� ECT r/ I� STATE OF WASHINGTON CONSULTANTS I! 1 I I I I 1 1 0 BUILDING 2 107,489 S.F. OCCUPANCY B PARKING 1/1000008 V-N SPRINKLERED UNLIMITED AREA 3333 S. 120TH PL. BUILDING 3 i § 16d u 4 P 4I O N PARKING 1/1000=181 V-N SPRINKLERED now sP 2 HIR AREA I I I NEU 2 I-IIR. SEPAR- ATION WALL SEPARATION WALL FUTURE BLDG.'S SWITCH GEAR 24040 SF. 2 FIR AR SEPARATION WALL 24040 SF. 2 MIR AREA SEPARA ION WALL YARD WI NEW FIRE WALL PARK SWITCH GEAR 3355 S. 120TH PL POE WALL BLDG. 6 mer0; _ d20,40:41.1k. BUILDING, 5 188;222 OCCUPANCY B PARKING lifooci.is I-FR SPRINKLERED; \ S. 120TH PL BUILDING 1 98,564 S.F. OCCUPANCY B PARKING 1/1000=99 V-N SPRINKLERED RWITCP 433 S. 120 PL MAIL CENTER BUILDING 4 115,895 S.F. OCCUPANCY B PARKING 1/1000018 V-1 HR SPRINKLERED EALOW 2== A Sec. 9 1/4 Cor. 22. See. 10 LOT LOT 1 72, 1111"11 MISMIg354°Ik'Weigi.1 • 25 RECIPROCIAL ACCESS EASEMENT ADJUSTED LOT LINE BLDG SWITCI-IGEAR FIRE LANEINOSTANDING OR PARK.ING AT ANYTIME 60 RECORDED NON BUILDABLE Easgrprr _t2ATH SUIEE_T_ - • 3511 S. 126TH PL. GE RECORDED NON BUILDABLE EASEMENT • ,0111 lir Scale = 1" = 80' S. BEY A RCHITECTURE CONSULTANTS fl+Ase. Pawl tslaalto puse I ?moth' gay ekloo ipt445612 PER 7/24456 REVISIONS , ISSUE DATE Permit P418531 7/28/00 . a In ' some moy not oe dupdcoted, used or ch.,. 8 2010 EXODUS oast DRAWING TITLE: Site Plan PROCRESS DATE: 626/00 PLOT: I PROJECT NUMBER: H 00-/0-08 I DRAWN lin ' cHEckED , APPROVEDI I s AIR INTAKE TUNNEL / /// - // /% // r /' ? < GENERAOR' ROO SHIPPING REGEIVING ) ( is 2 (40A00 gol) HS/B OOGUPANC, SEPARATION ' 6', I HOUR RATED 2 HR RATED PARTITON EX STING PARTITIONS NEW PARTITIONS PARTITIONS TO ISE REMOVED OR,. TEMPORARY PARTITION FOR PHASING PURPOSE O O 1 4 SPRINKLER VALVE CONTROL SCAL 1 = 20' W IG -East) First Floor Lan AREA E ARE" AREA B AREA A AREA G O O KEY PLANT i SA■BEY CONSULTANTS DRAWING TIRE: CHECKED BY:' APPROVED BY: ARCHITECTURE PHASE 3 S-IN-00 I I, 2 PHASE I ,PERMIT REV. 5-4-00. PHASE 2IPERMIT' 1- 26 -00,'.. REVISIONS'. Is'suE DATE ISSUED FOR TI PERMIT 6 -26-00 EXODUS DaNDATENNEENSVSFONNONOMN nrrergOadgl, OVERALL FIRST FLOOR FLOOR PLAN I PROGRESS OATS: F1 LE:G:/PG/ Exodus A2 -I I dWA I .III ( PLOT: (PROJECT NUMBER: 121011 DRAWN By: SSMITP DRAWING NUMBER :I 12 - 15F A PHASE 4 I— 4 PHASE 3 " ' - OGGUPANGY) I 1 � (+ 1511 1 z I B ) GE ROOM O R • • 'PA ALLELIN m. SW TCHGEAR FUTURE GENERATOR (H -3 OGGUPANOY) ARALLEL NG WITCHG • M .. . . . < ! r r � � 1 s 15` -II" II ' - 1/2 LOAD BANK ESB -2E PARALLE NG SWITCHG. TD SOUND ARENIATOR Uonx tlb• ATiEN/ATOR. 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RATED PARTITON EXISTINS PARTITIONS NEIN PARTITIONS PARTITIONS TO BE REMOVED OR TEMPORARY PARTITION FOR PHASINS PURPOSE 14' -II 5/8" AIR INTAKE TUNNEL 153 I AUX5TIO PANEL MIN. 2° THK. AREA E AREA 12 ''AREA'B. KEY PLAN S' -3 I/8" 3 ' -c 2H2A 2THA PASSAGE I 40 S SABEY ARCHITECTURE CONSULTANTS °Y"` be Cuplic'ot en, consent/ of the PHASE '3ISSUE I 845-00 PHASE I PERMIT REV 8 -CO' PHASE 2 PERMIT 1- 28- 0dI REVIISIONS li ISSUE DATE 1551.1ED FOR TI PERMIT 6 ei CRy OFENKWIIA AUG t 8' 2000 PERMIT GEMEP E DRAWING NUMBER: / AREA C FIRST FLOOR FLOOR PLAN 4 Q ® ® O ® ® ® Q4 Q O ULD DO IG -East Second Floor Plan SCALE: 1" = 20' A LEGEND - ECM =. �_ f _- R'1 � !�S I 0��' �i Jr � �S�iiiG"rf° I 1 � reitROMBriq -. i� f L as 3 I aI1 all -! H3/8 OOGUPANGY SEPARATION 0 I HOUR RATED 3 HR. 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ISSUE 5-15 -00 PHRRAEIEERKEE . 5-4-00 PHASE 2'PERMIT 1-25 -00 REVISIONS ISSUE DATE I55UED FOR TI PERMIT b-26-00 a1 drewmgs pad wrhlee m uterml eppe 4 '" ceeent�le tM1e original and unpublished work ( Ihe used a C arporalipn and the same may not be duplicate used r drsclased PLOT: PROJECT NUMBER: 1210.11 PRAWN CT 55MITH CHECKED BY: APPROVED BY:' A2.4 cRV of nn`mna q � AUG 1 8 am -' PERMIT CENTER EXODUS snexamosesstalmatogam OVERALL ROOF PLAN PROGRESS DATE: .4/00 FILEG:/AGA210.11 Gabe', Exodus TI /A2 41.dwa 12 ( 13 15 7 16 PAS E 4 L 0 L 0 F L 0 0 CD 0 0 CD v_N1 LVJ IN N7 N7I 1_41 N FA • 0 0 0 4 0 L 2 0 LEL 0 0 0 L w L F L L CD 0 CD 0 0 Inv 0 L A 0 CD 0 0 0 0 0 ROOF HATCH WITH GAURDRAIL 42" ABOVE ROOF 10 -; 4" VN 1A 1F7 2 0 0 0 F L 0 0 ij F L I/2" L Area C Roof Plan SCALE: 1/8" = 1'-0 VS' /111k w ) 7-6 I/2" GEF 9 9 - (Typ) F L 0 F 1_, CD t CD 9 9 9 6 - LT VN N7 N7 VN N7 V_ VN N7 0 0 0 0 0 0 L L 0 CD F L 72_ ODD T 12'-0" 403 E EC 1RM 47 3)4" CD 0 0 0 0 CD CD CD 0 0 CD CD ij 0 OVIDE GANGWAY Gy 1 / 1 .; - ACC 55 OVER DUCTING RE T r T D K KEY PLAN 4.5) 40 4D 0 ( M SABEY CONSULTANTS ARCH ITECTURE PHASE 3 ISSUE 0-15-00 PHASE I PERMIT REV. 0-4-00 PHASE 2 PERMIT 1-20-00 REVSIONS ISSUE DATE %JED FOR TI PERMIT 0-26-00 wr' l T e e d ' L ' ettur Vbs dusliuotud. used or clisclo;J urfo t.13 1 3/l1l0 PERM, CENTEs, ■grulde,adresa.,..rtestedeSte.led SONTIteseelC DRAWING TIRE: AREA ROOF FLOOR PLAN PROGRESS DATE: 6/14/00 FILE Bab, Excous E4-2-440 PLOT: PROJECT NUMBER : 1 2 1 0: ,1 DRAWN ay, SSNI1TH CHECKED BY: • APPROVED BY: 11111•11111111111111111WEI DRAWING NUMBER: A2-44 1°' SPRINKLER VALVE CONTROL 1 160 AIR INTAKE TUNNEL 153 GENERATOR ROOM (14-3 (OCCUPANCY) 1 154 ROOM FUTURE UPS ..:: 1 ■ 111/11111111111L- ..2C=121 PIM/1111111r 1r _ "%1 A111111111110 rr >.r rrs� •111117•1 - rr. = r °irrr AR INTAKE TUNNEL D 1 111 1 1ei1 111111/ 1111111111111111i111111i11I1111 /11111111 1 11111:1 11111111: 1111111111:11111111:1111111111 IIIUUIIIuunlllunn /lunudluuu /Iuuulll 1111m1I 11111111 111111nInn1:m11111I1mnnn I I - -__ -II' "'II II: 11 II_ .ems -.111 1 11111:111111 11111111111 :1111111151111111111111 1 11111111111111 1111 111111111111111111111111111111 IIIIInullmlullnn 11 /IIIICa11111.1111111 ®111 11 1111111 11 1/ 1111 111/ 1111111/111111i1111111i1111:1/1 1P " "91 =11 II 11'.°..11 "' 1111 11111111 111111111 111111111111111111111111111111 211111111111111111111111111111111111111111111111111 1111uIudlio i.nul 11111 { -111 -. 1 Ii:111e 11111 11111 ' 11 II.- l l! : -:: - ::9 : : : _ e -.II-- - - -- I I III 111111111111 Ills 'y: Wil11i11xiiuiiuiiiuui1111111 111/11 1111 1 /111111.8 ,..1111/111111/1111111 /111111/1 /:It ill:uu iliiiiii/liiii /111 IIIIINIIIIIIuIIllllllllllaIIII 11 li-- -• - -11 I1 II II 111 111 // 1111 11 /1111111/1111111 /111111 /1111111 /111111/ 111111111111 :111 11111111:11111111:1111111111111 IIu11111:ii idlnnuilmne /IIIIIIi11111111 /111 1111111111111 11111 1111 11111111111111111111111111111 11 II___ __II 11'1 - - - -11 11 1 /11 1 11111111111 /1111111 1111:11111111:1111111111511111 1111111111111 111111 11111111111111 111111111111111111 Iluun/IuniIi /11 /:11 /11 u11i;limll.11 111: /11 1111''=•. 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COMPOUND 11Z MIN EA SEE EXLSTMEC ON HEEL DECUNG wl INTUMESCENT STUD RUNNER SECURE TO DECK w11 /2'UEFEIRONSPACE 518 TYPE 'X' GC ON 3518' MIL STUDS S18• TYPE '%' GM ON 314' FR PLEA'OCD @ ROOM SLOE 3112'SOUND BATTEN&ANNET@ II BASE& Ma FINISH FLOOR ANISH AS SCHEDULED ACOUSTICAL 000HSFT BOTH SIDES@ PS4 I HOUR RATED EXTEND 3 SI8' TYPE 'B' MET STUD BIAONG TO UNDERSIDE OF DEIX ALTERNATING @4'-0'0C & AT STAKE SIDE OF DOOR OPENINGINAB 518' TYPE 'X CAD 35)1 MEAL STUDS 'MET STUDS TO 6' ABOVE CLG TYP LION- '..CLGASSCHEDULED :. 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SEE OUT DUGS r BASE & RFI L FINISH AS SCIEDUL`.0 TON(IETE FLOOR P2 CMU ELL TYPE (1 HR) =1'0' P3] CMU WALL TYPE (SOUND) L�.._ 1112•=1'-0" 2HOUR RATED P4 j PARTITION WALL TYPE I112=1' -0' I HOUR RATED - -- I" DEFLECTION SPACE MINERAL FOOL FIE STOPPING FIRE RATED SPRAY COSL1RA L UNDERSIDE OF EXISTDE(WNG I)IRIUMENT COATING (0711 SI ANGLE STRUCTURAL RESTRAINT - EASIDE 8 "e8"z16' 015, FULLY GROUTED SEE SIWICT OAKS CEILING AS SCHEDULED _ FIN TYPE°X °GND ON ! 3518'MiL.SNOSwI 1 °AR SPACE WIR -19 INSULMD VAPOR RETARDER EASE &WALLFINISH I AS SCUEOUED CONCRETE FLOOR MEND 3 5I8' TYPE'S' MET STD BRACING TO UNDERSIDE OF DECK ALTERNATING @4' -0 "OC &A1 STAKE SIDE OF DOOR OPENING IAMB 518' TYPE 'X GNU BOTH SIDES 3 518' MET STUDS TO 6' MOVE EG TYP, 110N (IGAS SCHEDULED 12' SOUND BATTEN BLANKET @ BASE & WALL FINISH AS SCHEDULED FLOOR FINISH AS SOIREE, 8( ;CAL T BOTH SIDE@ UNRATES HUNT FILL SEING INSULATION FILL COMPOUND II2 MIN EA ADE EXIST CON( ON MIL DECKNG wl INTUMESCENT COATING END RUNNER SECURE TO DEIX w1112° DEFLECDON SPACE SIB SM-F BOTH SIDES 3 518' MTh STUDS AILING AS SCHEMED '... 3 117 SOUND BATTEN,BLANKET@ PS4 BASE &WALL FINISH AS SCHEDULED FLOOR FINISH AS SCHEDULED ACOIISAIS BOTH SLOES@ TIO PIA 1 HOUR RATED PARTITION WAI L TYPE GG BSURFAACEUNPNNED S4BEY CONSULTANTS i" � PHASE 3'ISSUE - 8 -15-00 PHASE I PERMIT REV. 8-4-00 Q PHASE 2 PERMIT I 1 -26 -00 REVISIONS ISSUE 0,T,, ISSUED' FOR TI PERMIT 6 - 26 - 00 NI a .logs onb wrillen mplenoi uppearlr:q Herein conslitu;e tM1e arro,n I ona unor:biisne,] wort, o tM1e Sabey Corparane� DRAWING TITLE: CHECKED BY: APPROVED BY: ARCHITECTURE 'w � d: A � O: u �� ?? r.{ t4 ?6N Vwll 1 efge p e.g4 PROGRESS .DATE: 6/14 /00 DRAWING NUMBER: CFN OF iUwWIU` NOG 182104 FIE:a /AG /121011 Sab, '. Exodus TI /A8- 10.Ciwg PLOT: PROJECT NUMBER: 1210.11 DRAWN 6Y: SSM ITIE 4a1� 12 WALL CABINET SECTION 2'-1" LION RETURN AT ENCLOSING PARTITIONS_ - - - -I -- BASE CABINET SECTION , 3/4' PBD ADJUSTABLE SHELF F. ON SEMI - EXPOSED SURFACES 3/4' PBD DOOR PLANT ON EXPOSED SURFACES 5mm 0 HOLES MELAMINE CABINET INTERIOR P. ON EXPOSED EDGES ELEC BOX WHERE y Z -i UUN OCCURS 14 SINK BASE CABINET SECTION PAM SOFFIT WHERE INDICATED PAM TOP /BOT NNISH 3/4' POD DOOR P. ON EXPOSED SURFACES 3/4' POD SHELF PIAM ON SEMI -EXPOSE SURFACES 5mm 0 HOLES MELAMINE CABINET INTERIOR P. ON EXPOSED EDGES CONTINUOUS BLOCKING UNDER COUNTER. LIGHT WHERE: INDICATED NOTE: TOP & BACKSPL SH COVERED w/ PLASTIC LAMINATE NOTE: TOP & BACKSPL SH COVERED w/ PLASTIC LAMINATE COORDINATE W. TOP DRAWER DEPTH & SINK DEATH SINK CUT -OUT SIZE. & LOCADON TO 9E VERIFIED BY CONTRACTOR 3/4' PBD DOOR PAM ON EXPOSED SURFACES MELAMINE CABINET INTERIOR PAM ON EXPOSED EDGES STAINLESS STEEL STOP 0105 COUNTERSUNK VANDEL PROOF FASTENERS ALL GA VERTICAL PARE HORIZONTAL STRUT TYPO • CONTINUOUS PROM II? SPACE OPPOSING I L. ITS ° POP RNET @� ACOU5CLG L 1� MIL h1E14BER6 ONE — MAIN RUNNER OR CROSS WAll WALL TEE - HEAVYGAGE 00 PRY L WRANGLE 12 GAGE VERTWIPE 1412 CA SPAY IRE BRACING -. HANSR @4' -0'W IN PLANE OF EA MAN RUNNER PLL NPNCflS AND SRLAY V ALLOI @45 °(12' -0'W \ PRHF510I 0TSP APN IN PLLDIR 1445QFT J \ OF3TURNSINI'EF WIN MASS STARTWTHIN 6' OFWAU 4' VERTSLSMIC STAIR@ 12' 0( EA WAY (I 518' STUD) FASTEN TO MAIN RUNNERS SCUT ILL OTO TO SONS CT; HALO IN PLACE WNEOTWIRE WIRES HEAVY GAGE ME PIN ' - MSS TEE SUSPENDED CEILING -i-0 Y . UBC STD 25-2 2. STRUT IS 15/8' a 25 GA STUD (GOOD TO S-6') UPDATED: 08102199 k I PLAN @ MESH PARTITION @I COLUMNS =1' -0` DET- MESAIA 18 3/4" ■ 45° TEE 3 EQUAL SPACES 09512 -01 JAMB @ SECURITY TRANSACTION WINDOW / Ii /l' =1' -0° DER- SS -IDO43 16 SWNLESSSTEEL (OXFAM/ #3 RNISN PALO TRANSACTION PASS -CHRL FRAY(S) 112' LAMINATED PENETRARON RESISTANTGINING GLAZING BLOCKS & GLAZING SEALANT 16 GA STAINLESS STEEL WINDOW FROMEWIIH #O UNIX, OSLO ALL JOINTS AND C0NDSWONI CAULK(OAAIRSOLO FA SEAT PLOL5RCALWA L TYPES 3518' METAL SN05 W131R',SOLNDBATT SEEM PPE 16 GA STAINES STEEL WINDOW FRAME WITH 343 FINISH, WELD AL AND RIND SMOOCH 112' LAMINATED PENENNTION RESISIAMQAZING 16 A STPLRLESSSTEEL COONIERWI#3 FINISH AND TRANSACTION PASS-BIRD IRAY(S) CAULK CONTINUOUS EA SIDE AT ORAL WALL TES SOLD MOOS BLOCKING 3518'. METAL STUDS' WI312' SOUND BATT i A@6 "SOS 7• @8" CMU '. FRAME AT (a? CMU WALL. TS 656 POSTS -- TS 458 INTERMEDIATE PAL 353 5114' ST ANGGIE FRAME wl 313' 5114'0 ST WIRE FABRIC WELDED TO FRAME (4 SIDES) 55551 LONG A ANGLE 80111 SIDE NI 518'0 MB TO POST w1518"OAB TO CON( STOLCOLEALSIAVL - PJVNIO /G WHERE INDICATED CMOGRCNRCELLS ADJACENT TO OPENING EXTEND REBAR THROUGH ROLES IN STRAP ANCHOR UL ADJUSTABLE STRAP. ANCHORWELO TO FRAME GROUT FRAME SOH 1 15/16" EXTEND FRAME SOLID@ FURRING COOPD THIMESS I/Y GIRING (TEMP) THERSTRIPPING UMINUM REUQB FRAME 0811015 S 1 ` HEAD /JAMB @ HM FRAME 3" =1' -0' HEAD (a? HM RELIGHTS ( 2 BUTT I JOINT @ RELIGHTS 3/4' PLYWOOD BACKING WOH MISC GI STEEL AXLE SUPPONT • A : _40 I SILL @ SECURITY TRANSACTION WINDOW 1 II2; =1'5" DER- SSIB.Aug SEENAL011PE I i 7 ) SILL @ ALUM RELIGHTS 1112' =I' -0' �'... �. CAULKCONDNUOUS EA SIDE ATAOLESOCAL WALL TYPES ONLY,; DETAL30Awg 5 -' SILL @I HM RELIGHTS / 3 ' =1 ` 0 ' A te, JAMB HM RELIGHTS • 3 -1-0 TEFL RUNNER { ULKCONTINUOUS EA IDE AT ACOUSTICAL i■VALL ONLY IM RELIGHT FRAME AIM REMOVABLE STOP GNIINGBLCIXS K GLAZING SEALANT 11 /2' GLAZING TEMPI EE WALL TWPE 518" METAL STUDS - -H kADLKCONRNWUSFA SIDE ATACOWTICAL ALL TYPES ONLY M DOOR FRAME DOOR SILENCERS OR MOKE SEAL DOOR AS SCHEDULED EE WALL TYPE 5116" MIN JOINT GWJNG SEALANT 1/2' GLAZING NM AU BELOW EA WALL TYPE 518" METAL STUDS LOCONTINWI.CSFA MATHS ONLY M RELIGHT FRAME M REMOVABLE STOP NG BLOCKS GLAZINGSEALAM I/O GLAZING (TEMP) 112" GLAZING (TEMP) NM REMOVABLE STOP LAONG BLOCKS SEALANT M RELIGHT FRAME CAULKCONDNWUS FA SIDE Al MOO 1500 VL WALL TYPES ONLY. 3 5/8" METAL STUDS 1111-2A 5P HN-IB.dwg OROIAd4g OEI-NMICdwg DET- HN- ID.dwy SABEY CONSULTANTS ARCHITECTURE PHASE 5 ISSUE 6-15 -00 _ PHASE I PERMIT. REV. , 8-4-00 - PHASE 2 PERMIT I1 -26 -00 REVISIONS 15501. D5TE ISSUED FOR TI PERMIT 6 - 26 - 00 DRAWING TITLE: PEGEE�IV GIn' of COOL O P, ZOOS P.M, GENT. IX�a�fikSpYS'.4! dTiAk &+I "a�Y�N:i Drotentga PROGRESS DATE: 6/1,00 H ES /AG /121011 Sabey ExodEs TI/48 1., PLOT: PROJECT NUMBER: P210.1 DRAWN BY: 051"TITN CHECKED BY: .APPROVED BY: ORAWING NUMBER: 4' -5 1/2" 1 1 23' -81I Y + 5'-011 1 1 i I A ' - t �LOO "1F - - -- E55 T F'AM - I: I.2. St -OF_E '.. _ -�,, '' �IT� G �IVL -1 l� PROV,E �... ICINGS GEOF AT _ - -- -- - - -- o _- 201_0 _0 I I `� r - 1---- RAISED EACH SIDE OF FLOOR -- .__ RASP - -- 1 clV1V• ' , ' i I I II 1 15 I ' I 4 ' _ 2R2 RAMP e RA ISED FLOOR RAMP 3R2 SIMILAR LUNCH 136 S., 3 /e- _ SECURITY 109A/144B ;u'NDOJ5 /O°B AND I<eA qR� 6ryILIAR - XCEPT�CN SILL DE AIL L F ORb JAYS REFER i0 DOOR 5..' +EJ'J! E FOR OPENI. 511=5 Bausc _Erg E G -dZIrC INLESS 5'% JINOOY �E Wli� ?dS6iNp: - RaNSACna -RA -s CUSTOMER STAGING 127 SCA.. S /B = t' -0' SECURITY 124B SC4E: /E = f -0 SCALE: 1 /e' = O -0' - - -- BALLISTIC LEVEL S GLAI, STAINLESS STEEL WIND. BRAS E WITH PASS -iuRv TRANSACTION TRAT WINDOIb 114A AND p4C ARE SN1E SIZE EXCEP ?IqJ SILL DEtAI'_ MATGNE6 JM6 D Rai I. �S RErR TO DCOR SC!!EJOLE TCR OP -_NIrvG SIZES AND RATINGS LUNCH 207 SCALE, /a• = r -o 5 °dCE F:R MICRO Wq�� 1 6FeE MAKER MENDING rydGUINr SPACE LINER 301 IS TYPICAL EO 48" Ed 3G' Y 36' 36` v � i , CGNiER , 4° BACKSPIA, r� 49' Y 2a' D'::,EJ.IS. 3, -T Im , DaeL m E OH—rn� \ �_, SS SINK La, I mo,% GARBAGE DISPOSAL LUNCH 326, 243 d 343 ARE TYPICAL SECURITY TURNSTILE 127A 124A 124B 1 - 1 /4" 124C i2 PIRS7 FLOOR SECURITY 124 Scalc Ily4 ° +I' -0' RAMP ^ R14 lSED FLOOR RAMP 3R4 SIMILAR 3' -6 1/2 AMA — 1:12 RAMP 112 .11.7 X20 = 0 II BLY BY 000 MFG. OVIDU RAILI``IGS Ai. EDGE RAISED FLOOR A D_EA4E SIDE OF RAMP LAND 5 EPS F'VE Rf ERS - 6 - -- QUALS 30 IEGHT 2121 25c1 *_ I4 I _ Ab4 Rat -• t 4ED CC oS I-LO0R rGt / --- PIRCvIDE RALINGS AT EDGE / RAISE - FLOOR 4ND - I - - 5IDE OF . AMP 4'X9 j u - 2OI OII I RAMPS 2R3, S, 6 4 1 AND RAMPS 3RI, 3, 5, 6 4 1 ARE SIMI�AR SEE FLOOR PLANS RAMP e R,41 ED FLOOR • FROIIDE HAND R PERICODE s;. STE AND EDGE OF RAI T y I I I 3 - EQUALS 30 4I 1 TIVERISERS / FGa � I STEPS 251 4 2 AND STEPS 351 4 2 ARE SIMILAR SEE FLOOR PLANS 2O =O 4)F 11 STEPS a RA ISED FLOOR Scale: '44 " =I' -0' I ING D FLOOR SABEY CONSULTANTS ARCHITECTURE PHASE 5 ISSUE 5 -15 -00 PHASE I PERMIT REV. 5-4-00 A_ PHASE 2 PERMIT 7 -25 -00 REVISIONS ISSUE DATE ISSUED FOR TI PERMIT 8 DRAWING TITLE: INTERIOR ELEVATION/ PLAN DETAILS PROGRESS DATE: 6/1,00 FlLEG /AG 120JI 5avey E odes - 1 /ABJ 1d∎u9 PLOT_ PROJECT NUMBER 1.210L DRAWN BY SSI"! G CHECKED BY APPROVED BY: DRAWING NUMBER: s 2 O Try OFETUK ViLF 4u4 MP FIRST FLOOR DOOR SCHEDULE MEMBEMMEMOMMEMMEMEMEMMIREMARm 1 H � 1 fl 1 1 5/58.12 1 4 1 - HM HM � I�:MI NM HM ®M HM IEEE= HM ®� Will PM PNi P P M ® PM PM PM m PI LL PNT PNT PNT 1 58.,1 �. A8.11 1 ? /58. I 1/A8.71 7/08.1! 7 /A8.11 - -- ,/58.11 1 1,2 A8.11 tz 58.11 1 /AA.,, =® 1 i 58.1, I /58.11 I A8.11 1/18.11 1/58 .17 I/A8.11 I /58.11 1 0/18.11 4 A8.11 1 58.71 1,4 /AB.il 1,4 58•11 1,4/50•11 1 /58.11 OPENINGS 11121:1111113M1 �0 1008 1044. 101 701 105 06 1.3111 08 09 IMMEZI M E ®MII ®0 ®� ®MN MMES. ®0 172 - A 8 A • A A A A 0 8 w x H 3 -I x MI SPEC. 6 -0 x 8 -0 3 -0 x 8 -0 3 -0 x e-0 6-0 x8 - 0 3 -0 x 8 -0 3 -0 8 -0 x 3 -0 x 8 -0 3 -0 x 8 -0 10 -0 x 4 -6 4 -0 x 4 -6 3 0 x 8-0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x B -0 3 -0 x B -0 3 -0 x 8 -0 ®12E2IMIIIII I- __ -.1MIM - _OM __- ■ 11111TH, MIIIMINMEMMIIIMMINEMIIIIIMI MIENMILININEra -EENI® MEECIINZEMINEINIIIIIIMMIENIZZEI _IIII•'�".�IIII . - ® HMHM I�- �IIIIIIIIIII SCWD SCWD IIII•'^"'1IIIIIII_II_EU _- HM -�■ -IIMINIME1111111311110EN ■111111■ ■58 -_1131■1a® ®�m�1�+;ID -_ -m -m _- II_III7I ®_IIIIIIIII♦ ■ PNT PM VIII- -∎ MYMN_1� _m_amEMI _S'M LENa 5 8+11sOCs ERNSIIfl lEw. 5 6Nll5IICS I, AB .11 5 58.11 IEPESIN VA., LVL 5 BALLISDCS W/TRNSCTN TRAY LEVEL 5 BALISPCS 5 /AB.,, 1 I.1 1 /58.,1 1/58.11 5 /P8.1. 1 /A8'1 5 /AB li 1051/1/000 119A D 3 -0 x 8 -0 HM 1 HM HM PNT LEVEL 5 acmes 1111EM0 = 6 INIZIN0 ® }�� IIIIIIEINIMMEICOMEI__MENIMm_IECI© MIMINmIZEZI_ �m� ® MIM0 -0 IINEM0 1111111=11011 1111111=11011 =EMI= 137 1 31A ®0 �0 ®0 MIEMI10 MEMO ®0 =MEM IIMI •11611M_ MI B B 3 -0 x 8 -0 -0 x 8 -0 6 -0 x 8 -I 8 -I x 8 -0 8 -0 x 6 -0 3 -0 x 8 -0 6 -0 x 8 -0 3 -O x 8 -011111® 6 -0 x 8 -0 3 - 0 x 8 -0 5 -0 x 8 -0 ®'. 1 6-0 x 8 -0 6 -0 x 8 -0 6 -0 x 8-0 3-0 x 8 a 6 -0 x 6 -0 3 -0 x 8 -0 6 -0 x 8 -0 _ _ _ -_- _ = _® _® - _ - _ ® ® ® ® ® ® - HM ®__ MI_ ®- ®■ ®- ® HI HM HM HM -- -_m_ -_MMITEI©® -�_ -_ = --m_-- _II_IIIM_IIIMMIIIm _m_® _ II- PNT ®_I© ®_�® -_ -■ PM PNT PN T m -_ ®_ m aaaa�ad�a a��aajai�aaaa as 60 MIN 60 IN 60 MIN 60 MIN 11111.1MMIN 60 MIN 60 MIN 1 2 ©® 3 • grffi PNT 1 00 PNT 1/A8.11 6/58.17 8/A8.11 1 18.71 1/A8.11 HM HM HM HM PM PM #3 __ PM PNT LEVEL 5 8x115111 Oa 5 2x115115 10/50.11 4 /58.11 4/A8.11 11/A8.11 10 IT 0x115011 W 'NSCIN TRAY LEVEL 5 11151.5 alta 5 8400511.5 _ 2/56.11 2!0.8.11 1 2 1 2 ITS 1 2 _ 1 NM ®• ® H!0. HM a HM PIT PM WE • PNT PIT I- 01NSME 6/A8.1I TENET 5 1505115 __ _ 6/A8., 6 A8 6/A8.11 6/A8 11 6 A13 II ME= . _ - ''®1111EMENIE311 2 ©m a HM ®m- PIT PNT PNT - 6 /A8.1 6/A8.11 MEM 6 /16.11 6/08.11 IMEMIIIM 1111EM0 3 -0 x 6-0 3 -0 x 2 -0 _ ® ® ® -_m__® -_E1 -_ ■ 90 MIN '- 1 ®® ® P PNT 1 AB. 11 I/A8.11 /56.11 I /58.1 (/58.11 E .1 136C B 0 3 -0 x 8 -0 T 90 MIN 1 HM PM 1/58.11 I/P8.11 44 64 0 3 -0 x 8 -0 •-• 1 HM PM 1E4➢- 5 BNLSTCS 144A :'i0W 6 -0 x 3 -6 158 90 MIN 3 HM PNT M LEVEL 5 BATES11C5 W/ OREM 448 WOW 9-11 x 3-6 ■- 158 ■ 90 MIN 3 HM PNT LEVEL 5 &1151. W/ HREUtE MM IMEIN0 3 -0 x 8 -0 3 -0 x 8 -0 - - -_- N 111E - - ® HI -_ II_ ii I_ 0 ®� ®m - LEVEL 5 B5L151ILS ®IO =M0 IEM© ®© �0 MEM 1 O H I -0 x 8 -0 3 -0 x e -0 3 -0 x B-0 I -0 x B -0 3 -0 x 6 -I 3 -0 x B -0 3 -0 x 8 - _ -®- -® _ HI ® ®• ®-� HM -_ - PNT PNT m_0® Casa a���a�a�a�a�u � - _Omm MMIIIIIMICEM 0 ®m ®m- mu ®� - � - =�741� - !.W !.W -- H 3 -0 x 8 -0 HM PNT 1 HM PM 159 B 3 -0 x 8 -0 ■ HM PNT ■ 1 HM PNT � EXTERIOR DOOR 160 60 9 3 -0 x8 -0 HM PNT 7 HM PN T T EXTEkIOR DOOR B 3 -0 x 8 -0 ® _m -0 ®m - NMI 1 64 B B EICIMIMIIIMII 3 -0 x e-0 _ ®--- - -_0 _I_ ®ICE ®m- - 1645 EMI 3 -0 x 6-0 _® MIEN ®_0 ®E311 I � - - _-- --- ___ - NOTES: L5B DENOTES LEVEL 5 250010. GLAZING 1/2' CT DENOTES 1/0 CLEAR TEMPERED GLAZING PNT HALLISTf PAIN g0LLISTI HM 2 PNT 30 MIN HM PNT PAIT 65101ST/ IJALLINPI EXT DR. W P:VT HM H.M ENZEIMMIIMMI• N.N I 1® .4 -0 x B - HM 5 PNT190 1dFN H -- ®_ ®� H M PNT glIMMT111 e ® -® PNT 190 M / N: WI HN, MIZEMIMEIMINIMENIZEI -© - ® ®V t. L3 -0 r A - HM 5 c.52 -0 x 8- -0 x 83- A 0 s 8 -/, i PER Pi 5 HM r PF. N P1 Hu 11; R 17 0 r 4 0 H1A 21[ D i D - 0 TIIT 2✓ 8 U 0 r n' 0 ,m L 1 NG SHELL .1AD COPE 1 O a rt D , r h OPENINGS 300 fl 0 r 80 37 9 3 0 x 8 138 0. 3 - x 8 6 139 A l3 0 AL PVT!. ,MIN PNT 1 ,90 ,41 /N' PAT P \ 'T PVT 5 PNT 5 PVT 5 PN I, 190 MIN HM PI LLIST AA LLIST/: EXT. DR LLIST DR EXT DR EXT DR ROLL -UP DOOR R01.1. DOOR ,XT DR FULL LOUVER exT DR EX DR . PULL LOUVER FU LOUVER 3 -0x8 -0 22 -0 x 7 -10 219 223 223A 224 248 249 253 254 255 256 - 0 x 8 -0 3 -0 x 8 -0 3-0 8-0 3 -0 x 8 -0 OW 36 -0 x 7 -10 3-0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 A 3 -0 x 8 -0 3 -0 x 8 -0 6 -0 x 8 -0 6 -0 x 8 -0 6 -0 x 8 -0 6 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCwO SCWD SCWD SCWD 1/2 "15 1 /2 "CT 1/2 CT PM PM PNT PM 60 MIN 60 MIN 60 MIN 60 MIN PM PRI PNT PNT 1/51,11 1 /A8.11 1 /A8.11 I /A8.11 1 /A8.11 SEE 3/58 SEE 3/A8.1 3/08.7 N0. 20 OA 200H 200 20 00C 000 2 0 212 220 221 22 230 210 270 EX!ST NG 5',--ELL/CORE DOORS -0 0 x 8 -C SCWD a - 0 x a•d scW I? x N -0 x 8 - scw SCWD -D e I 3 -0 x R SCWD 3 - -0 x a SCW 3 -0 x A -0 SCWD III x 8 - SCWH 5 3 3 3 /STIN .SHELL AND CORE OPENINGS W r II MK MATL GL HD 0 x 8 -L SCWD 5 PNT PN PNT PN FIN 3i0 A ,3 - - x 8 0 SCWO 3 P 391 A 0 x 8 - 0 -0 �SCN'D 1 3 T'N7' 100 C 5 0 x a d l IM 5 PN7' .100A A 3 -0 r 8 0 SCWD 5 PNTI RST FLOOR DOOR SCHEDULE c XISTING SHELL AND CORE SECOND FLOOR DOOR. SCHEDULE OPENINGS FRAMES DETAMS YETI W x H THK MATL GL HOW FINS LBL TYPE MAIL FIN HD 1 JAMB 13 -0 x 8 - .H, SCWD 5 PNT 190 .MIN HAF PNT I' - x 8 -, SCW 5 PN7' MIN HM PNT x_ 1 SCWD PNT 190 M/N HM PN z 8 -. .0 AC lfbf P FRAMES Pi /T THIRD & FOUR II FLOOR DOOR .SCHEDUL LBL TYPE MATL FIB' PNT HM PNT I1M PNT HM PNT PNT HM PN TIM PNT HM PNT PNT PNT PNT DETAILS HD JAMB SILL SILL REMARKS DOOR TO ROOF DOOR TO STAIR 7 TO 1 1 O O TYPE A 3 -0 x 8 -0 3 -0 x 8 -0 3 0 x 8 0 NO. 202 203 204 205 206 207 208 208A 209 NO. 02 303 304 305 306 307 308 A 3084 WO 309 309A 3098 315 316 317 318 319 323 324 325 331 332 344 345 346 347 348 349 350 35 352 353 354 355 356 357 358 359 360 372 L TYPE A A W A A A A A A A A A A A A A A A A A A 3 -0 x 8 -0 H 3 -O z 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 0 x 8 0 0x8 -0 -0 x 8 -0 3 -0 x 8 -0 25 -0 x 7 -10 3 -0 x 8 -0 25 -0 x 7 -10 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 - 0 x 8 -0 - 0 x 8 -0 - 0 x 8 -0 6 -0 x 8 -0 6 -0 x 6 -0 6 -0 x 8 -0 3 -0 x 8 -0 6 -0 x e -0 6 -0 x 8 -0 6 -0 x 8 -0 3 -0 x 8 -0 6 -0 28-0 3 -0 x 8 -0 3 -0 x 8 -0 3 -0 x 8 -0 OPENINGS THE OPENINGS THE MATL SCWD SCWD SCWD SCWD SCWD MATL S cwO S CWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SC wO S SCWD S SCWD SCWD scwD SCWD SCWD SCWD SCWD SCWD S CWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SECOND FLOOR DOOR SCHEDULE GL 1 /2 "1T 1/2 "1T 1 /2 "CT 1/2 "11 1/2"CT /2 "CT /2"CT /2 "1i /2 "1T /2 "1T 1 /2 "CT 1/2 "1T I I mo - __ - N__j , • 1'I 140LO4411TL BdLL15TIG GWnINUM SCUD CORE D' /'TEE' 3,NT STCRE:RCNT 5.51 ISTC HOW FIN PM PM PNT PM PM PM PM PNT PNr PM PM PM PM PM PM PM PNT PM PNT PM PM PM PNT PNT PM PM PM PM PM PM PM PNT PM PM PNT PNT PM PNT 60 LBL 60 MI 60 M1 60 MIN 60 MIN 2 60 MIN 2 60 MIN 2 60 MIN 1 60 MIN 2 60 MIN 1 TYPE MATL FIN 2 2 FRAMES AL I HM 7 HM HM 2 HM P PM PNT PM PNT PNT PNT BNZ PM THIRD FLOOR DOOR SCHEDULE FRAMES GL HD W FIN LBL TYPE MATL FIN HM PNT HM PNT HM P PM ' PM PNT PNT AL BNZ AL NNZ HM PNT HM P HM PM HM PM /A8.11 1 HM PM 1/A8.11 HM PNT 1 /58.11 I HI PER 1/A8.11 I HM PNT 1 /68.'I 1 TIM PNT 1/14.11 HM PM 1 /51111 HM PNT 1/68.11 NM PNT 1 1 /A8.11 HM PNT I 1 /A8.11 HM PER , 1/0.8.11 HM PM HM PM PM HM PNT HM PM HM PM HM PNT HM PM PM HM PM HM PM HM PM DETAILS HD JAMB 1,2/58.11 1,4/58.1 1.2/A8.11 1,4/58.11 1,0/56.11 1,4/A8.11 1,2/58.11 1, 4/58 . 11 /58.11 HD 1,2/A8 1,2/A8.11 1,2/A8.11 1,2/68.17 ,2/56. 1/A8.11 1/58.11 I /08.1 1/A2 1 /A13.11 /55.11 1 /58.1 1/58. IT 1/58.11 /AB. /A8 .7, 1/A8.11 1/52.11 1/A8.11 1/A8.11 1/A8.11 1/P8.11 1/58.11 1/A8.11 1/A8.11 LIETp WIRE SECORTT SCREEN 1,4/A8.1 1 /A8.11 1 /A8.11 1 SILL 5/A8.11 5/A8.11 5 /A8.11 5/A8.11 5/58.1 DETAILS JAMB SILL 1,4/A8 5/A8 .I 1,4/58.11 5/58.7 1,5/58.11 5/58.11 1,4/A9.11 5/A8.11 1,4/58.11 1/A8.11 1/58.11 1 /08 1/A8.11 1/A8.11 / 58 .1 1 /58.1 1/A8.1 '/18.11 1 /A8 1/A8.11 1/58.11 1 /A8 1/A8.11 1/A8.11 1/A8.11 1/A13.11 1/A8.11 1/58.11 1/58.11 1/A8.11 1/A8.11 5/58.1 1 /A8.11 1/A8.11 REMARKS REMARKS SEE 3/A8.11 SUB -NOC CPG sue - NOC CAGE SEE 3/58.11 SEE 3/08.11 SUB -NOC CAGE SUB -NOC CAGE ROOF DOOR SCHEDULE OPENINGS NO. 401 402 403 404 405 TYPE W x H 3 -0 x 8 -0 3 -0 x 8 -0 B 3 -0 x 8 -0 B 3 -0 x 8 -0 B 3 -0 x 8 -0 THK MATL HM HM HM NM HM GL HDW FIN PM PM PM PM PM LBL FRAMES TYPE MATL FIN HM PNT HM PER HM PM HM HM DETAILS HD JAMB SILL PM REMARKS EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR 02 666 ‘7/ DOCK WIDTH SAABEY CONSULTANTS ARCHITECTURE PHASE 3 ISSUE 0-15 -00 PHASE I PERMIT REV. 0 -4-00 PHASE 2 PERMIT T -26 -00 REVISIONS ISSUE DATE ISSUED FOR TI PERMIT 6 -26-00 TriTeitataa MOMMOMMOMMOMMEMI DRAWING TIRE: DOOR OPENINGS SCIJEDULES PROGRESS DATE: .3,00 FIE :GT /463210.1: Salo, Exodus 1, PLOT: PROJECT NUMBER: 12111.1''' DRAWN BY: SSMI-F CHECKED BY: APPROVED BY: MOMMIIMMEMOOMOMM DRAWING NUMBER: FIRST FLOOR FINISH SCHEDULE TENN4T IMPROVEMENT RRST FLOOR FINISH Bose SCHED I. W I Ceiling Notes ev Room Number Room Name floor Base Wall Ceiling Notes ev Room Number Room Name Floor 103 120 ELEV #1 VESTIBULE JANITOR VCT VCT RBI PI RBI P1 , PI 1 HARDENED LOBBY MPOE ACT ACT RB RI3 ACT 121 122 WOMEN RESTRM MEN RESTROO CT CT CT CTI CT CT] PI PI 102 104 ENTRY HALL CONFERENCE ACT CPT RB RB ACT ACT 730 137 EXIT PASSAGE JANITOR VCT VCT RBI PI RBI 1 PI Pr 105 106 CONFERENCE CONFERENCE CPT CPT RB RB P ACT ACT 138 133 MEN RESTROOAf WOMEN RESTRM CT CT CT CTI CT CTI PI PI 107 108 SECURITY EQUIP VCT ACT RB RB ACT ACT 140 741 742 COMMUNICATION ELEV #3 VESTIBULE EXIT PASSAGE VCT VCT VCT .1 ' RBI 1 RBI PI PI PI ' 109 SECURITY CPT RB RB ACT 111 STORAGE OFFICE VCT CPT RB REI ACT ACT 143 ELEV #2 VESTIBULE VCT RB1 p, PI OFRCE CPT 150 151 JANITOR WOMEN RESTR VCT CT RBI PI CT CT1 PI PI OFFICE OPEN OFRCE CPT CPT RB RB ACT ACT 152 MEN RESTROOM CT CT CT7 PI N4 OFFICE CPT RB RB ACT ACT STAIR #1 S TAIR #2 CONC CONC . PI NA P1 NA OFFICE C P T R8 RB ACT A STAIR #3 STAIR #4 CONC CONC . , NA PI . ,,,, OFFICE LUNCH ACT STAIR 115 CONC NA PI , SECURITY VEST ACT CONC RB NA Number 200 Name TENANT SECO. Floor CONC FLOOR FLNISH SCHEDULE Base ; Itio, NA PI CGITINFTM NA Notes 121 122 AD SHIPPING/RECENE CPT CONC RB NA P ACT ACT 123 124 LOADING DOCK SECURITY CONC ACT RBI NA ACT 207 210 ELEV #1 VESTIBULE WOMEN RESTR VCT , RBI PI CT CTI PI PI SEE SIIT A6.2 126 127 SECURITY VEST CUSTOMER STAGE ACT ACT RBI RBI ACT 211 212 JANITOR MEN RESTROOM VCT CT RBI PI CT CT1 PI PI SEE SHT A6.2 128 129 UPS ROOM PAS E CONC CONC NA ISA IVA 220 221 AfE.V RESTROOM JANITOR CT VCT CT CTI RBI PI PI p7 SEE SHT A6.2 130 131 FUTURE ROOM UPS ROOM CONC CONC NA NA P NA NA 222 230 240 WOMEN RESTR ELEV VESTIBULE WOMEN RESTR CT VCT CT CTI .7 Fl CT1 PI , PI SEE SHT A6.2 SEE SHT A6.2 132 UPS ROOM CONC NA NA NNAp 133 134 FURIRE COLO FUTURE UPS CONC CONC NA P ,p,NA 241 JANITOR VCT RBI PI PI UPS R0014 CONC 242 270 MEN RESTROOM MEN RESTROOM CT CT CT CT1 CT CT1 PI PI SEE SHT A6.2 SEE SHT A6.2 LUNCH MIS ACT VCT RBI RBI P ACT ACT 271 WOMEN RESTRA1 CT CT CT; PI SEE SHT A6.2 COMMUNICOON ACT RBI RBI ACT ACT THIRD FLOOR FINISH SCHEDULE ELEA 3 VEST VEST ACT ACT RBI RBI PI PI ev ROOM, Room F1007" Base Wall letting Notes ELEV 2 SECURITY CPT 300 Name TENANT NA , A PI NA CORRIDOR ACT RBI PI ALT 307 310 ELEV #1 VESTIBUI E WOMEN RESTRM VCT CT RBI CT CT1 P1 PI SEE 'SHT A6.2 AIR INT E TUNIND_ GENERATOR ROOM CONCI NA CONC . P1 P1 NA NA , 311 . 312 JANITOR .N RESTROOM VCT CT RBI p7 CT CTI p, PI SEE SPIT A6.2 155 156 HI VOLT EQUIPM. GENERATOR ROOM CONCi : CONC. P1 P1 NA NA -1 320 327 MEN RESTROOM JANITOR CT [C, CT CT1 RBI PI P1 1 SEE SHT A6.2 157 158 GENERATOR GEN ROOM FUTURE CONC. NA CONC NA IA — I 322 WOMEN RESTRM CT CT I ,1 PI , EE SHT A6.2 159 SPRINKLER VALVE CONC --- NA P NA 330 340 ELEV VESTIBULE WOMEN RESTRM VCT CT RB7 I CT CA . 1 PA SEE SHT A6.2 162 163 GENERATOR ROOM HI VOLT EQUIPMENT CCNC CONC NA NA Al NIA i AN i P1 - 1 NA -I 341 342 370 JANITOR MEN RESTROO MEN RESTROOM VCT CT CT RE' , CT CT1 CT C 1 PI PI SEE SHT A6.2 SEE SIIT A6.2 164 GENEWOR ROOM CONC NA 371 WOMEN RESTRM CT CT CT1 PI SEE SIIT A6.2 TENANT IMPROVEMENT SoCOND FLOOR FINISH Rev Room Room Floor B ase SCHEDULE w all Ceiling Not. Number Name 202 OFICE CPT RBI p ACT ACT = 203 OFFICE CPT RBI I= 204 OFFICE CPT RBI P P ACT AU . DERCE IMMAIII.11 RB1 _MC= OFFICE CPT RBI P AC ACT ACT 11111111Milll LUNCH VCT RFD 208 CONFERENCE CPT RBI P ACT ACT 209 CONFERENCE CPT RB 213 HALLWAY ACT RB ACT ACT 214 CLOSET VCT RB 215 MIS VCT RB ACT ACT 216 LOBBY ACT _EM= MACE ACT RB RB P ACT P1 MEM= STORAGE ACT MEM STORAGE VCT MEM= NOT CONC R8 R8 NA P P P1 ACT MEM= 301,00T MI 225 NODE CONC CONC NA RBI ACT ACT MI 22E LUNCH I= 231 SECURITY EQUIP ACT VCT RBI RBI P A ACT ACT 11.11111M. II01U-LWAY .110=211. LNCH ACT RBI ACT ACT = 211-4 SUPPORT 245 SUB-NODE CO CONC NA TEA ACT 246 SUB-NOC CAGE NM 247 SUB-NODE CONC CONC 1133 °A P NA ACT MI 248 SUPPORT 249 SUB-NOC CAGE CONC CONC NA NA P N ACT NA 272 STORAGE T RBI Room Room Number Name TE_MANT IMPROVEMENT Floor THIRD FLOOR FINISH Base SCHEDUTE Wall Ceiling Notes 302 OF9CE 303 OFFICE CPT 111.11. RBI P1 ACT ACT ACT 304 OFFICE 305 OFFICE CPT CPT R8 RB P1 P1 ACT ACT 306 OFFICE 307 LUNCH CPT KT RB R8 PI ACT ACT 308 CONFERENCE 309 CONFERENCE CPT CPT R R P1 P1 ACT ACT 309A CLOSET 314 CLOSET CPT ACT R RB PI PI ACT ACT 315 MIS 2: 7 4, ..... ACT RB RA P1 ACT 317 OMCE LOBBY 318 STORAGE Doo VCT ACT RB R8 PI 131 PI 319 STORAGE 323 SUPPORT ACT NA RD NA P1 P1 NA ACT 324 NOC =WM 300-NODE NA NA NA NA P1 .T ACT 326 LUNCH 331 SECURITY EQUIP ACT ACT RBI R81 PI PI ACT ACT 332 HALLWAY 343 LUNCH VCT R81 REI1 PI P ACT NA ACT IMIIMMEI SUPPORT NM 345 SUB-NODE 11 . NA 11111.1a1M1 NA Ell 346 SUB-NOC CAGE MI 347 SUB-NODE NA NA NA NA P P ACT 348 SUB . CAGE 349 SUPPORT NA NA NA NA P P ACT ACT 372 STORAGE ACT RBI P ACT EXISTING SHELL/CORE FINISHES SABEY CONSULTANTS ARCHITECTURE PHASE 3 ISSUE 8-I5-00 PHASE I PERMIT RD/. 8-4-00 _ A PHASE 2 PERMIT 1-26-00 REVISIONS issu, LATE 50550 FOR TI P55510 505-00 111111111•11111■11 DRAWING TELE: ROOM FINISH SCHEDULES PROGRESS DATE: . os.C.,210 a Babe, Exodus TI/ XA?.-B dw2 PLOT: PROJECT NUMBER: 1210.11 DRAWN By, sem I T, CHECKED BY: APPROVED BY: 111.111111.1.1111.1.1.11 DRAWING NUMBER: C) isr'=\ ABBREVIATIONS LISTED ARE GENERAL FOR GENERAL USE LEGEND DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. ABBREVIATIONS LISTED ARE FOR GENERAL USE ABBREVIATIONS DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. ABBREVIATIONS LISTED ARE FOR GENERAL USE ABBREVIATIONS DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. ABBREVIATIONS LISTED ARE FOR GENERAL USE DUCT LEGEND D1SR GA D THOSE E WHICH MECHANICAL DRAWING INDEX SHT NO DESCRIPTION PH 1 PH2 PH? PH4 PH5 MO ABBREVIATIONS, GENERAL NOTES, AND DRAWING INDEX • • • -- SYMBOL DESCRIPTION I ABBREV DESCRIPTION ABBREV DESCRIPTION SINGLE LINE DOU DESCRIPTION MO.1 MECHANICAL FIRST FLOOR ZONING PLAN • • • DETAIL 1 / SHEET M1 �� li SECTION 1 / SHEET M1 ��� V- CO EQUIPMENT MARK NO. M -1 D REVISION 0 SHEET NOTE * POINT OF CONNECTION H ROUND DUCT INDICATOR e OVAL DUCT INDICATOR CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT Al ANALOG INPUT AO ANALOG OUTPUT AC AIR CONDITIONING ACC AIR COOLED CONDENSER AD ACCESS DOOR (IN DUCT OR EQUIPMENT) AFF ABOVE FINISHED FLOOR AP ACCESS PANEL ARCH ARCHITECTURAL BDD B DAMPER BD BUTTERFUTTERF FT LY DAMPER BHP BRAKE HOSEPOWER BLDG BUILDING BOP BOTTOM OF PIPE BOP TTUH BRITISH O SH THERMAL UNITS PER HOUR CC COOLING COIL CFM CUBIC FEET OF AIR PER MINUTE CL CENTERLINE CONC CONCRETE CW CITY WATER (DOMESTIC) DB DRY BULB TEMPERATURE D DRAIN DN DOWN DP DI DIGITAL INPUT DWG DRAWING DIFFERENTIAL PRESSURE EA EXHAUST AIR OR EACH EAT ENTERING AIR TEMPERATURE EFF EFFICIENCY EG EXHAUST GRILLE EWT E WATER TEMPERATURE EXH EXHAUST (E) EXISTING F FAHRENHEIT; FIRELINE; FEED FC FLEXIBLE CONNECTION FD FIRE DAMPER FOB FLAT ON BOTTOM FOT FLAT ON TOP FMD FLOW METER DEVICE FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE /SMOKE DAMPER FS FLOW SWITCH FV FACE VELOCITY (F) FUTURE G GAS GA GAGE GP GALVANIZED GPM M GALLONS S PER MINUTE GSM GALVANIZED SHEET METAL GE GENERAL EXHAUST GEF GENERAL EXHAUST FAN HC HEATING COIL HG HOT GAS (REFRIGERANT PIPING) HP HORSE POWER HOA HAND -OFF AUTOMATIC SWITCH HVAC HEATING, VENTILATING AND AIR CONDITIONING HW HOT WATER RUMENT AIR INCH JAN JANITOR KW, KWH KILOWATT, KILOWATT HOUR LAT LEAVING aIR TEMPERATURE LXV LEAVING WATER TEMPERATURE MAX MAXIMUM MCC MOTOR CONTROL CENTER MCD MOTORIZED CONTROL DAMPER MD MANUAL DAMPER MAU MAKE -UP AIR UNIT MUA MAKE -UP AIR MIN MINIMUM NC NORMALLY CLOSED N NEW NG NATURAL GAS NTS NOT TO SCALE NO NORMALLY OPEN; NUMBER OA OUTSIDE AIR OAT OUTSIDE AIR TEMP 0/C ON CENTER OD OUTSIDE DIAMETER;OVERALL DIAMETER PD PRESSURE DROP; PIT DRAIN PF PREFILTER, PERFORATED FACE PG PRESSURE GAUGE PH PREHEAT COIL PRFV PRESSURE RELIEF VALVE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH R RELOCATE RA RETURN AIR RG RETURN GRILLE RH REHEAT COIL; RELATIVE HUMIDITY RL REFRIGERANT LIQUID RND ROUND RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION RTU ROOFTOP UNIT SA SUPPLY AIR SD SMOKE DETECTOR SP STATIC PRESSURE SPEC SPECIFICATION SST STAINLESS STEEL STRUC STRUCTURAL (T) OR TEMP TEMPORARY TCP TEMPERATURE CONTROL PANEL TCV TEMPERATURE CONTROL VALVE TEMP TEMPERATURE TERM TERMINAL TF THERMAFUSER THERM THERMOMETER TSTAT OR T THERMOSTAT TS THERMOSENSOR THRU THROUGH TYP TYPICAL UBC UNIFORM BUILDING CODE UMC UNIFORM MECHANICAL CODE UNO UNLESS NOTED OTHERWISE UPC UNIFORM PLUMBING CODE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VTR W/ WITH THRU ROOF TR W/ WET BULB TEMPERATURE I 20X152 T 20X1 RECTANGULAR DIMENSION OR DENOTES VIEW SHOWN; R k I f RISE DROP IN DIRECTION OF ARROW, S{ ={--S -, T RECTANGULAR DUCT --� j ED= TRANSITION, 18" MIN. LENGTH, 15' MAX. EACH L -� SIDE. ROUND OR RECTANGULAR S `--0X7� 22(L) LINED DUCT, MIT AS SHOWN. S ) LI DIMENSIONS ARE NET INSIDE. MO.2 MECHANICAL SECOND FLOOR ZONING PLAN • • • M0.3 MECHANICAL THIRD FLOOR ZONING PLAN • • • M2.10 MECHANICAL FIRST FLOOR HVAC OVERALL PLAN • • • M2.11 MECHANICAL FIRST FLOOR HVAC PLAN - PHASE 1 • • M2.12 MECHANICAL FIRST FLOOR HVAC PLAN - PHASE 2 • • -- S C S RECTANGULAR TO ROUND TRANSITION - 90' ELL W /TURNING VANES 45' HEEL TAKE OFF FITTING, RECTANGULAR I S DUCT �� ----II CONICAL OR FLARED SPIN -IN OR CONICAL TAP ON RECTANGULAR DUCT M2.13 MECHANICAL FIRST FLOOR HVAC PLAN - PHASE 3 -- ■■■. • • • • M2.20 MECHANICAL SECOND FLOOR HVAC OVERALL PLAN DIFFUSER OR GRILLE'S NECK SIZE ,� D OR FLEXDUCT SIZE 10 C M2.21 MECHANICAL SECOND FLOOR HVAC PLAN - PHASE 1 • -- _ ME II 100 CF DIFFUSER OR GRILLE'S MARK No. AMOUNT OF CFM DESIGNED F© MCD -X TEMPERATURE SENSOR (CONTROL DAMPER - ZONE) Q X -X THERMOSTAT (LEVEL - ZONE) T THERMOSTAT - DUCT MOUNTED 4 - PIPING (DROP DOWN) - O PIPING (RISE UP) E MOTOR OPERATED 7 x EXISTING TO BE REMOVED ® BAROMETRIC PRESSURE SENSOR TTT MOTORIZED CONTROL DAMPER E- EXH. FAN SPEED CONTROL SWITCH S STATIC PRESSURE SENSOR Q HUMIDITY SENSOR TERMINAL BOX WITH REHEAT COIL AND SQUARE TO ROUND TRANSITION AT DISCHARGE TERMINAL BOX WITH SQUARE TO ROUND TRANSITION AT DISCHARGE FAN POWERED TERMINAL BOX WITH _r_ii),_ SQUARE TO ROUND TRANSITION AT DISCHARGE TO DISCHARGE BOX WITH ROUND TRANSITION COIL NST ON SQUARE S 1S�S 180 18 INCH ROUND DUCT PLAN - PHASE 1 M2.21A MECHANICAL SECOND FLOOR HVAC CONTROL P R ��7�R�p RISE OR DROP IN DIRECTION OF ARROW, 1,-=,,, 0_�_ -'L� ROUND DUCT M2.22 MECHANICAL SECOND FLOOR HVAC PLAN - PHASE 2 - 5- 1 ROUND DUCT ELBOW; R /D= 1.SMIN. I S 90' STRAIGHT TEE FITTING 90' CONICAL TEE FITTING S S �f 45' LATERAL FITTING S --a 5 45' CONICAL LATERAL FITTING 7 S--WWE El=a1 FLEXIBLE DUCT (SHOWN WITH DIFFUSER) I DIVIDED FLOW FITTING 5 -e--.1, '; TEE FISTING WITH TURNING VANES T Bm ,►111 SUPPLY DUCT TURNING TOWARD j ��� �pg TI ICI SUPPLY DUCT TURNING AWAY I- -® 11//21 RETURN DUCT TURNING TOWARD S a i I ��� RETURN DUCT TURNING AWAY _ ► EXHAUST DUCT TURNING TOWARD S -® " r � S Z TIInI EXHAUST DUCT TURNING AWAY j -� 5-0 u9 ROUND DUCT TURNING TOWARD S 3 ROUND DUCT RUNING AWAY S S �-+-� BALANCE DAMPER OR VOLUME DAMPER L T L i S FIRE DAMPER ff((22FD), )) BLAST GATE K DAMPER L X)� SMOK EDDAMPER(SS(VDO }.F FIRE/SMOKE DAMPER SMOKE DETECTOR PROVIDE AND WIRED BY LIFE SAFETY CONTRACTOR. INSTALLED BY MECHANICAL ® SQUARE SUPPLY AIR DIFFUSER 4 -WAY THROW ® SQUARE SUPPLY AIR DIFFUSER 3 -WAY THROW ® SQUARE SUPPLY AIR DIFFUSER 2 -WAY THROW SQUARE SUPPLY AIR DIFFUSER 1 -WAY THROW El RETURN GRILLE OR TRANSFER GRILLE ® EXHAUST GRILLE F SUPPLY GRILLE - ^- RETURN OR EXHAUST GRILLE SQ SCREENED OPENING --H- S -SUCT-5 SUCTION REFRIGERANT PIPING HG HOT GAS REFRIGERANT PIPING M2.226 MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 2 M2.23 MECHANICAL SECOND FLOOR HVAC PLAN - PHASE 3 • M2.23C MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 3 == -- -- li = - ® M2.30. MECHANICAL THIRD FLOOR HVAC OVERALL PLAN • • • M2.31 MECHANICAL THIRD FLOOR HVAC PLAN - PHASE 1 • -- M2.31A MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 1 • M2.32 MECHANICAL THIRD FLOOR HVAC PLAN - PHASE 2 1y= M2 .32B MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 2 - • • M2.33 MECHANICAL THIRD FLOOR HVAC PLAN - PHASE 3 M2.33C MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 3 ■ • • •.. M II • • --- • • M ■■ = M2.40 MECHANICAL ROOF LEVEL HVAC OVERALL PLAN M2.41 MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 1 M2.42 MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 2 M2.43 MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 3 ■■■■■ ----= • • M3.1 MECHANICAL PARTIAL SECTIONS M3.2 MECHANICAL PARTIAL SECTIONS • • • M3.3 MECHANICAL PARTIAL SECTIONS • • • M3.4 MECHANICAL PARTIAL SECTIONS • • • GENERAL NOTES M4.1 MECHANICAL SCHEDULES • • • 1 ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE AND 10. PROTECT EXISTING BUILDING STRUCTURES AND ADJACENT FINISHED SURFACES NATIONAL CODES, STANDARDS AND REQUIREMENTS. DURING CONSTRUCTION, PATCH, REPAIR AND REFINISH EXISTING WORK DAMAGED BY WORK UNDER THIS DIVISION TO MATCH ADJACENT UNDISTURBED 2. THE CONTRACTOR EXISTING SITE CONDITIONS IN THE FIELD AREAS. PATCHING, REPAIRING AND REFINISHED IS TO BE PERFORMED BY BEFORE E COMMENCEMENT CEMENT OF SHALL VERIFY TH H ALL E WORK K AND D SHALL REPORT ANY DISCREPANCIES AND /OR INCONSISTENCIES BETWEEN THE DRAWINGS AND WORKMEN SKILLED IN THE TRADES INVOLVED. EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE 11. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. COMMENCEMENT OF THE WORK. ANY PORTION OF THE WORK DEFECTIVE SHALL BE REPLACED BY THE 3. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDITIONAL COST TO THE ACQUAINTED WITH THE EXISTING INSTALLATION AND SYSTEMS RELATED TO HIS OWNER. WORK, AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS 12. ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE. JOB CONDITIONS OR LACK OF COORDINATION WITH OTHER TRADES, SHALL 4. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL AND OTHER DRAWINGS BE PROVIDED AT NO ADDITIONAL COST TO OWNER AND SUBJECT TO RELATED TO THIS PROJECT FOR ADDITIONAL WORK TO BE PROVIDED. ARCHITECT'S REVIEW. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS 13. CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT AND INSPECTIONS. FREE AREA OF DUCTWORK AS SHOWN ON DRAWING, TO PREVENT A CONFLICT WITH EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS UNLESS OTHERWISE NOTED. 14. BRANCH DUCT RUN -OUT SIZE TO DIFFUSERS /GRILLES SHALL TRANSITION TO THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS THE DIFFUSERS /GR■LLES NECK SIZE UNLESS NOTED OTHERWISE. CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE INTENT T OF F THE CONTRACT DOCUMENTS, NTS, AND NO CHANGE ORDER WILL BE 15.INSTALL MANUALLY ADJUSTABLE CONTROLS, SWITCHES, AND THERMOSTATS AT INTENT ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY 48" AFF, DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE T 6. SURFACE OF INTERNAL DUCT LINING SHALL MEET THE MOLD, HUMIDITY, AND EXECUTION OF THE CONTRACT. EROSION RESISTANCE REQUIREMENTS OF UMC STD. 6 -1. 7, DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE 17. FACTORY MADE AIR DUCTS SHALL BE CLASS 1 PER UMC 603.2. FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS. 18. DUCT INSULATION WITHIN THE BUILDING SHALL HAVE A FLAME SPREAD OF NOT DUCT SIZES AND ROUTING SHALL BE MODIFIED AS NECESSARY BASED ON MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50 WHEN TESTED AS A ACTUAL EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. THE COMPOSITE INSTALLATION. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 19. DUCT SMOKE DETECTORS FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FT. OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. 8. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, GRILLES AND FIRE SPRINKLER HEADS BEFORE COMMENCEMENT OF THE WORK. 9. IN THE AREA OF NEW CONSTRUCTION THERE ARE A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE LINES AND MAINTAIN SAME IN GOOD OPERATING CONDITION. TEMPORARY SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER REPRESENTATIVE. MECHANICAL SCHEDULES - • • • M4.3 MECHANICAL SCHEDULES • • • - M4.4 MECHANICAL SCHEDULES • • M5 -1 MECHANICAL PARTIAL PLANS • M6.1 MECHANICAL DETAILS • • • S LIQUID REFRIGERANT PIPING M6.2 MECHANICAL DETAILS • • • l-LIQ I ® ' 2. M6.3 MECHANICAL DETAILS • • • M6.4 MECHANICAL DETAILS • • • M7.1 MECHANICAL CONTROL DIAGRAMS • • M7.2 MECHANICAL CONTROL DIAGRAMS • ■■■■ • -- I: \00 \200154EXODUSSEATTLE3 \CAD \154MO.DWG - Aug 10, 2000 - 07:54:33 - WILLIAMN SABEY r A N 97 FAST BROKAW ROAD SUITE 300 406 -436 -8380 _ SAB_AVSE ELI IFORNIA 35119 Fax. 408 - 456 - 1511 IM YONFt0RY 131.0 5011E 711 416 - 788 - 6000 SAM FRANCISCO, CAUFORMIA 94104. 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HURLEY DRAWING NUMBER: MO.2 MECHANICAL SECOND FLOOR PROGRESS DATE: 04/18/00 FILE: I: \2000CAOD 200154E/10-S.\ 154MO2 PLO, I: \00 \200154EXODUSSEATTLE3 \CAD \154M03.DWC — Jul 28, 2000 — 14:09:37 — DEBBIEC MECHANICAL THIRD FLOOR ZONING PLAN SCALE: 1'= 20' -0" _l, D2066 SABEY ARCHITECTURE II c-l4- ED D. BIRIEi1N 0-PH 1 08-.0 ISSUED MR COHSIAUCPC. i 1 073400 ISSUED FOR D. PERMR-PH 2 07 -26-00 ISSUED FOR T1 PERMR-PH 1 06-26-00 REVISIONS • R R �f£TN KWIIA \/ * 1 I:7, 'k 8 ' :p11C E x o D U'� GENTE IT yrirTitcadfig DRAWING TITLE: MECHANICAL THIRD FLOOR ZONING PLAN PROGRESS DATE 04/12/00 FILE: I: \2000CADD \200154EX0— SEAS \154M03 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: W. HURLEY APPROVED BY: R. MAHDAVI I: \D0 \200154EXODUSSEATTLE3 \CAD \154M210.DWG — Aug 10, 2000 — 10:38:34 — DEFAULT O x MECHANICAL FIRST FLOOR HVAC OVERALL PLAN SCALE: 1 20' —O' GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. SAABEY REVISIONS DRAWING TITLE: ARCHETECTURE HVAC OVERALL PLAN PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER 97 EAST BROIUW ROAD SURE 300 406 -436 -6500 CAN .pre. f t 19 —410 -1511 120 n 'T c ,1 Ei1' RREE1 W11E 715. 41-766 -6000 vx rRARCrsco, cwroRxu 941x. rAx:41 -766 -bow MECHANICAL FIRST FLOOR PROGRESS DATE 04/18/00 2000CADD \200154EX0— SEA3 \154M210 PLOT: M2.10 ERA "OS' Jr I; I: \00 \200154EXODUSSEATTLE3 \CAD \154M213 DWG - Aug 09. 2000 - 15:25:41 - DEFAULT •• ••• F `' Q.L:'_, )ORAL GENERAL NOTES A. SEE DETAIL SHEETS M6.1. M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. AA IIt' lI ®I < IIIII ••• OT MCD- ;I OD 16' -0" (TYP) [1'® ammumitailamenzioclEal 6tii4ri6i mi 1® 0 !•si 18x16 SR2 48224 FSD T 735E �FT.L - � 4638 CFM (TYP OF 21) NOD 14 -0 D (TYP OF 7) NTTAKE TUNNEL .., I 8,2 SA .IDS 2008 SA ('I I I SHEET NOTES O PROVIDE AND INSTALL 16 GA. (GALV.) SHEETMETAL BACKING TO INSIDE FACE OF LOUVER. PROVIDE FLANGE CONNECTION FOR ATTENUATORS. SEAL CONNECTION TO LOUVER WEATHERTIGHT. 20 CONNECT 16" SST. EXHAUST PIPE FROM SILENCER. EXTEND OUT 24" BEYOND OUTSIDE FACE OF EXTEROR WALL OR LOUVER. PROVIDE 20" SST. SLEEVE THRU WALL AND LOUVER, SEE DETAIL 8/M6.1 26x18 SA (TYP) IIP111 • FIRST FLOOR HVAC PLAN - PHASE 3 SCALE: 1/8,1• -0' • •• • •• • % CONNECT 8" SST. HYSPAN SERIES 2502 FLEXIBLE CONNECTOR TO GENERATOR EXH. NOZZLE. ROUTE 8 EXHAUST PIPE FROM FLEX UP. CONNECT TO 16" EXHAUST HEADER (TYP OF 2 PER ENGINE). EXHAUST SILENCER PROVIDED BY ENGINE GENERATOR MANUFACTURER. INSTALLED BY MECHANICAL CONTRACTOR. O MOUNT FAN TO SIDE OF WALL • r CR N R.2\ R R.001• -.. ROE) H. A O6 SEE TYPICAL DETAIL 2/M6.2. 07 PROVIDE (6)24Wx48Hx84L SOUND ATTENUATORS (STACKED). 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'V::: .....:::-.:i..:....'::'S'I-.....t•- •. -, -I','...I,-• '... . . . • . isi......1:7: : • ', • - • • .I.... .....I....v. . . . . ..I....i... • : . t •_L. • , - - -:- I ' •`: '-' - - ' - ' ' • • _ ...._.: , ' ... -., . -..., .... .-. .. : .. -. • : : •c. 1 1 1 ., : i _L. - - 4 ' ' • ' • ' • ' . ' • . • . • . . ••••••'''':. ' . .. ' .. Y . '' ' .... I- 1.:' .y .: i ..• .....1,., ,_ :, iM ; . ------i- 1---_-_,--,:;;;-,. . G 02 ow GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. SABEY CONSULTANTS V\1 AiFA TECH 9 BROKAW ROAD SUM SOO 406-456-8300 -SAAJOSE.--LAIJEORNIA-91L12.--E.--409 vit rgro I L11114 . ISSUED FOR GONS1111.1COON-PH 1 07-31-00 ISSUED FOR T1 PERMIT-RH 2 07-26-00 ISSUED FOR T1 RERS1fT-P1-11 06-26-00 REviSiONS ISSUE DATE t 7,;,,VV,7,nob MIIIM11111111111111=11 DRAWING TITLE: MECHANICAL SECOND FLOOR HVAC OVERALL PLAN PROGRESS DATE: 04,38/00 FILE. I: 2000CADD 200154E80-RA3\15.1220 PLOT: PROJECT NUMBER: 200154 DRAWN DY: W. NELSON CHECKED BY: R MANUA, APPROVED BY: W. HURLEY ARCHITECTURE g.. r tVW EXODUS nr6W2.162g \ \ 2D0154EXODUSSEATTLEACAD 154M223.DWG - At, 09, 2000 - I 6 06:06 - DEFAULT y. 1=1 HG OUTE UP THRU CONCRETE ROOF TO ACC 2-2 V I 48x14 FSb -RASED C,F,McLI,JNpER 11 FSD ROUTE DOWN UNpER RAISED FLOOR £- P.) SEE DETAIL 1/M8.4 7/8" RL 4ND3R3 228 CFM SET ROD 8-0" 070 CF? Ek VI VI I—I 20" VAV 2-4 VAV • T 1 F 2--4A ROD 15 -L---, , , Afr..1 14"0SA I ' ROD 14 GOD 14.-0 : l ' i ,' - - - — 1. ' 1 2 14" CD3 ' 1 ,I. i 2"0SA OD 15 0" • -0" -4 FOR =1 t ; j , 48,120 FSD 2281 CF 4 I-1 VI - ----- H- 1 , 1 1 . , . , SECOND FLOOR HVAC PLAN - PHASE 3 SCM_E: 1/8"=1'-o - - _ i I i L- -- - 1 I ! ! . ! 1 -- - - - -- '- - .-- —TT T- --;- T -- - H --- I—I 3§x72 SA GYP.BOARD WALL SHAFT (iYI?) SEE ARCHITECTURAL DWG: Fop_ SHAFTDETA4____ VI GENERAL NOTES A. SEE pryEgtALsi-aEATcs DETAILS. AND 46.3 FOR SABEY ARCHITECTURE -A AlfA 97 EAST BROKAW ROAD SORE 300 408-436-8300 r IRMO, 95112 FAV 408,4,16,11.1.1_ _to..T.827 SAN MAI., CAUTO(884 94104. FM41,788—.0 DRAWING TITLE: PLOT, MECHANICAL HVAC PLAN 2ND FLOOR - PHASE 3 PROGRESS DATE: 8/9/0e FILE: 2000CADD 200154EXO-SEA3 154M22.3 PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURL, DRAWING NUMBER: M2.23 MCD 2323 \O0 \20C154EXODUSSEATTLE3 \CAD \i54M223C.DWG — Auq 09, 2000 — 15:36:41 — DEFAULT --- �Q - -- - --- 'YACD2323 MCD 2322 MCD 2321 MCD 2321 MCD 2320 -- - - - - -- MCD 2319 MCD J 2315 MOD 2314 m ! MCD 2314 MCD 2313 MCD 2309 MCD 2303 t GENERAL NOTES A. SEE DETAIL SHEE 46.1, FOR TYPICAL HVAC TS DETAILS M6.2 AND M6.3 0 MCD 2309 SECOND FLOOR HVAC ''CONTROL PLAN - PHASE 3 M2.21 SCALE: 1/8" =1 -O MCD MCD 2312 MCD 2310 MCD 2310 MCD 2308 MCD 2308 •—' LEGEND MCD III_ SHAH ZONE NO. PHASE FLOOR LEVEL MOTORIZED CONTROL DAMPER SHEET NOTES Ot INSTALL CONTROL DAMPER IN GYPBOARD SHAFT. LOCATE DAMPER 48" MAX BELOW 312D FLOOR DECK. MCD 2304 - -� — it MCD 2305! MCD 2309 MCD 2303,' Y'I MCD 23021, • O+ MCD 2302, MCD 2301'. r-L 0 SBEY CONSULTANTS DRAWING TITLE: DRAWING NUMBER: ARCHITECTURE A NCH 97 EAST BROKAW ROAD SUITE 300 401 -436 -6300 Au pg _CALIEMu 951 Lr_4p6 -456 -1511 110 6 Car STRFR. S01TE )1s. 41Y 761-6000 SAN FRANCISCO, LAMFORXIA 9410A FAL415 -)08 -6040 7nrya gil'u ' 1 „ ' HERMIT CENTER EXODUS rurriPgat IIIIMIIIIIIMIIIIIIIIMI MECHANICAL HVAC CONTROL PLAN 2ND FLOOR - PHASE 3 PROGRESS DATE: 0/9/00 FILE: I: \2000CADD \200154EX0 —SEA3 \154112230 PLOT: PROJECT NUMBER: 200154 DRAWN BY; W. NELSON CHECKED BY: W. HURLEY APPROVED BY: R. MAHDAVI M2:23C . 0: - - L. _ 31 . ! •\DC \2D0154EXODUSSEATTLE3 \CAD \154M230.DWG - Jul 28, 2000 - 14:31:52 - DEBBIEC MECHANICAL THIRD FLOOR HVAC OVERALL PLAN B SCALE: 1 20' -0' GENERAL NOTES A. SEE DETAIL SHEE M6.1, FOR TYPICAL HVAC DETAILS M6 -2 AND M6.3 SABEY \J .II. Av 97 FAST MOW ROAD SUITE 300 406 -456 -6500 SAD OR GANF11911I5 95111 FA%. 406- 436 -1511 lm 1p9TGOMERY STREET. SUITE 715. 415 - 766-6000 SAM fRAlILI5CO3 GWFORNIA 94101. fALa15 -T08 -6010 REVISIONS DRAWING TITLE: ARCHITECTURE EXODUS MECHANICAL THIRD FLOOR HVAC OVERALL PLAN PROGRESS DATE: 04/18/00 FILE: I:\ 2000CADD \200154EXO- SEA3 \154M230 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY I. \00 \200154EXODUSSEATTLE3 \ CAD \154M233. DWG - Au° 05, 2000 - 16:31:14 - DEFAULT I/l 48x2O FSD 2281 CFM SET'BOD 15' -O" I/I 4 8 EG3 170 CFM An -o- BOEI 14 -0 " 8 ° 0 12x12 LVR1 680 CF 80D 14 -0 " ' -i ROUTE ABOVE CEILING THAN'. EA UP TF{RU 48x14 FSO ROOF TO CC 3 =2 (2281 CFM) UNDER RA S-0-FLOOR- I 7/B 1 -1/8" H ROUTE DOWN. UNDER RAISED FLOOR (TYP.) SEE DETAIL 1/M64 ROUTE ABOV CEILING THAN.- RISE-- UP- -TH 20 5R3 RU- - - - -- ROOF. TO ACC 2 - 2281 CFM SET ROD 8 -0" ROUOWN HRU CONCRET D EFLOO T R, 4 14" CD1 TO CAH 2 - -2 570 CFM EA 4 °0S BOD - 1 ,4 "0SA BOD 1 VI VI I/1 VI 14 "05A BUD 14' -0" LZ1 I1 I/1 I/I I 11 L7N . I I 14 CD3 36x72 SA GYPBOARD WALL SHAFT (TIP) WNW PEE ARCHITECTURAL - -' - DWG'S FOR SHAFT - DETAIL-S- - VI I/1 6" CD1 60 CFM • VI I/1 I/1 EA RATED WALL (TIP) THIRD FLOOR HVAC PLAN - PHASE 3 SCALE 1/8" =1' -O" • VI Ill V1 I GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. 1�1 SAABEY DRAWING TITLE: 3RD FLOOR - PHASE 3 PROJECT NUMBER 200154 DRAWN BY W. NELSON CHECKED BY R. WHOA, APPROVED BY: W. HURLEY DRAWING NUMBER:' ARCHITECTURE 97 EAST BROKAW ROAD SURE 300 406-436 -6300 CAN ARBK OA, IFOBNA 9511] El 106- 456 -1511 1R0 YOMGONFRT 61REEf, SUITE 715. 413 -]66 -6090 SAX fRAA1CI5C0. CANFORXY 94100. FA!f:415 -]86 -6010 021)0( ISSUED FORTY PBWAB 3 08-14-00 REVISIONS EXODUS nrStatacia MECHANICAL HVAC PLAN M2.33 PROGRESS DATE: 8/9/DO FILE: I:\ 2000CADD \200154EXO- SEA3 \154M233 PLOT: I: \00\ 2001 54E XODUSSEATTLC3 \C.4D \154M233CDWG - Aug 09, 2000 - 16:41:41 - DEFAULT MCD . 3319 MCD. 3318 x .__. MCD = 3318 • • DT t ►? i i e ‘—"t7"""27-'7'-, ra MCD 3314 DT GENERAL NOTES A- SEE DETAIL SHEE 86.1, M6. AND M5 -3 FOR TYPICAL HVAC TS DETAIL MCD 3313 MCD 331 MCD 3312 MCD 3312 s U FSD r - FSDc OFSD Y THIRD FLOOR HVAC CONTROL PLAN - PHASE 3 82.31 SCALE: 1/8' =1' -0" (TYP. LEGEND FSD MOUNTING SHAFT .(PIT )_,___ MCD 21044 SHAFT ZONE NO. PHASE MCD 3308 MCD 3308 MCD 3307 eeeee ve�ee VN MCD 330700 MCD 3306 MCD 3306(0 FLOOR LEVEL MOTORIZED CONTROL DAMPER MCD 3305 SHEET NOTES O1 INSTALL CONTROL DAMPER IN GYPBOARD SHAFT_ LOCATE DAMPER 12" MAX ABOVE //�� T -BAR CEILING. SEE DETAIL 9/86.3. < > INSTALL (2) 72x42 RUSKIN FS037 HORIZONTAL INSTALLATION COMBINATION FIRE /SMOKE DAMPER. DAMPER ACTUATORS TO BE LOCATED ABOVE 3RD FLOOR (UPSTREAM OF AIRFLOW DIRECTION). INSTALLATION PER MANUFACTURERS RECOMMENDATION. PROVIDE 24x24 FIRE RATED ACCESS DOOR ABOVE RAISED FLOOR LEVEL, SEE ARCHITECTURAL DWGS FOR DETAILS AND LOCATION. MCD 3305 MCD 3304 ii MCD 3304(6 : MCD 3302 MCD 3301 O2LV SABEY ARCHITECTURE 97 EAST BROKAW ROAD SUITE 300 408- 136 -8300 -CALIEORPIL; 1_y_40R- 136 -1511 _121119MGOMERT STREET. SUITE 715. 415- 788 -6000 SAN FRANCISCO, CALFORNIA 94104. FAX415- 788 -6040 :VIM FIE •u sir•• • .• is s eV 4 -All NAM ime0 111164141' ZS 'CAW see sea .• II IA KM FORD PBMIT-PH 3 0844-00 REVISIONS DRAWING TITLE: MECHANICAL HVAC CONTROL PLAN 3RD FLOOR - PHASE 3 PROGRESS DATE: 819/00 FILE: I: \2000CADD \200154EXO- SEAS \I54M233C PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY is \00 \200154EXODUSSEATTLE3 \CAD \154M240.DWG — Jul 28, 2000 — 14:37:09 — DEBBIEC CD MECHANICAL ROOF HVAC OVERALL PLAN ` x SCALE C =20 GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. SABEY ARCHITECTURE ALFA 97 EAST BROKAW ROAD SUITE 380 408-136 -8308 SAN 9797 fAI UDRNA 95113 F - - 1 120 MORTKWE9Y STREET S9 711 415- 788 -6000 SAM FRANCISCO, GAMMA 94104. FARMS- 766 -60Q 661® FOR It PF3MR4513 08 -1f-00 ISSUED FOR WNSTROGTON -PH 1 07.00. ISSUED FOR Tl PERMIT-PH 2 07 -26- REVISIONS ISSUE DATE DRAWING TITLE: PEOF N,KWIIA e ll(-. A GEC , o EPM 1' EXODUS ■ Wiegengsast MECHANICAL ROOF HVAC OVERALL PLAN PROGRESS ,DATE: 04718/00 FILE: I:\ 2000CADD \200154EX0- SEn3\154M240 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER M2.40 • \J r1 LJ LJ it rl LJ \J G.1 LJ G.1 LJ \ lJ LJ 1 LJ 0 LJ C% L"' /J \J C1 L l L' ?r LJ LJ LJ I',CC \2CO 134E%DDUSSEATTLE3 \ CAD \154M243.DWG - Aug 09, 2000 - 16:30:52 - DEFAULT I'x r :l x �I rI r I I Ii x I I I ROUTE DOWN THRU CONCRETE ROOF TO CAR 2 -2 7/8" RL 1 -1/8" H n C1 \J C% \J LJ LJ LJ LJ LJ LJ 21 lJ it LJ rl LJ \J C% L' /J L9 'TO LJ 2l 6.\ `J rl // 1" 0 LJ LJ LJ LJ lJ r6, r Gr.1 LJ LJ LJ LJ C1 \J lJ 60 "0 SA (TYP) LJ Ll LJ L "/J LJ HUMIDIFIER (TOP EACH U IT) IP GE EU 60 ° 0 SA Err % LJ G.1 LJ \J L'J LJ l L "/J ROOF LEVEL HVAC PLAN - PHASE 3 SCW E: 1/8° =1' -0° Ca r, Gr\ LJ 11 LJ g GENERAL NOTES A. SEE DETAIL SHEETS M6.1 , M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS. SAABEY CONSULTANTS ••• • DRAWING TITLE: ARCHITECTURE �fl 97 EAST BROKAW ROAD SUITE 500 408 -456 -8500 _SAY-JOSE._L/IIFORMA V5113 FAY: 408 - 45R -1511 130 140NWMERY STREET. SURE 715. 415 -M -6000 SAN FRANCISCO. CAUFORMA 94104. FM415- 188 -.0 6£LED F011 Tl PEMIf PH 3 08-14 -00 EXODUS nriatalleast MECHANICAL HVAC PLAN ROOF LEVEL - PHASE 3 • • • • PROGRESS DATE: 8/3/00 FILE: I: \.000CADD \20Di54E %0- SEAS \I54M243 PLOT: PROJECT NUMBER 200154 DRAWN BY: W. NELSON CHECKED BY: R. lAHDAVI APPROVED BY: W. HURLEY o I: \00 \200154EXODLSSEATTLE3 \CAD \154M31.DWG — Jul 28, 2000 — 14:39:44 — DEBBIEC III `STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL. STRUCTURAL CONCRETE BLOCK WALL, SEE STRUCTURAL. STRUCTURAL CONCRETE i-10' 2 .. SCI DUCT THRU WALL PENETRATIONS 0 ELEV. VIEW @ GRID E — LOOKING EAST Score- 3/32 =,' -0" DUCT THRU WALL PENETRATIONS 2 ELEV. VIEW @ GRID 13 — LOOKING NORTH Sole J /32 =i _p STRUCTURAL CONCRETE SHEAR WALL. SEE STRUCTURAL. TYPICAL RETURN DUCT WALL OPENING WITH FIRE /SMOKE DAMPER DUCT THRU WALL PENETRATIONS ELEV. VIEW @ GRID L — LOOKING EAST 2ND FLOOR ELEV. +20' -0" BOD 14' -0" BOD '.10' -0" 1ST FLOOR ELEV. +0' -0" 1 I DUCT THRU WALL PENETRATIONS ® ELEV. VIEW @ GRID 7 — LOOKING NORTH Scvle: 3/32 =, -0 0' -0" 11\ I I l 17' 4" STRUCTURAL CONCRETE'' BLOCK WALL, SEE ' STRUCTURAL. Il ® 154'. Ecl III 1 1 l� X STRUCTURAL CONCRETE T•i� -I " _ [BLOCK WALL, SEE STRUCTURAL. ro 1ST FLOOR 2ND FLOOR ELEV. +20' -0" STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL SHEAR WALL SEE' STRUCTURAL. (NP) 4 10 -0" 2 -2 6' -5" 7' -3" r y B . -4 .. ND FLOOR STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL. 2ND FLOOR • ELEV. +20' -0" 1 IIL 1ST FLOOR ELEV. +0' -0" ELEV. +20' -0" ELEV. +14' -0" 1ST FLOOR ELEV. +0' -0" FOR INFORMATION ONLY WALL OPENING IS FOR YOUR INFORMATION ONLY. COORDINATE ALL OPENINGS WITH STRUCTURAL ENGINEER. SIZE AND ELEVATION TO BE DETERMINED BY MECHANICAL CONTRACTOR. SABEY ARCHITECTURE CONSULTANTS REVISIONS ISSUE DATE DRAWING TITLE: PROJECT NUMBER: 200154 DRAWING NUM MECHANICAL SECTIONS PROGRESS DATE: 04/18/00 DRAWN 8Y: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W- HURLEY M31 97 EAST BROKAW ROAD SUITE 300 408- 435-e3pp SARI JOSF FAUFORNIA RS112 FAZ_408 - 45R - 151, 120 YONT.FBMEBY STRRT. % 11 715. 413-78E-E000 sAx FRwclsco, uuFOtdu w1a. Fouts- 7B8 -soa 6SEl FOR U. PEW-PH 3 084400 ISSUED FOR CONSTRUCTION-PH 1 07310 ISSUED FOR T1 PERMIT-PH 2 O7 -28-00 ISSUED FOR TL PERMIT-PH I 0626-00 D(x) 2:1 14 I � PE GENEµW , N ENIQ EXODUS FILE: I: \2000CADD \2001,54E %0- SEAS \154M31 PLOT: '. PROVIDE 20 "0 SST. DUCT SLEEVE 16 GAUGE (GALA) THRU EXHAUST LOUVER AND WALL PROVIDE (6)24Wx48Hx84L SOUND ATTENUATORS (STACKED) PROVIDE 16 GAUGE GALVANIZED SHEETMETAL BACKING TO INSIDE FACE OF EXHAUST LOUVER. PROVIDE FLANGE CONNECTION FOR ATTENUATORS- SEAL TIGHT TO LOUVER TO PREVENT MOISTURE FROM ENTERING BUILDING 7 MANUFACTURER PROVIDED AC UNIT ROOF CURBS LEVELING CURB (TAP) 72x96 SA OPENING (TYP) 1 20x56x 1 10 HUMIDIFIER (TYP) 72x62 SA DISCHARGE DUCT CONNECT TO HUMIDIFIER (TYP) ROOFTOP PACKAGE UNIT (TYP) T —BAR CEILING(+53 RAISED FLOOR_ ( +42' -6 ") 3RD FI)DOR 040' —0") 16" SST. EXHAUST . DATA CENTER CAGES (TYP) 30' HIGH RAGED FLOOR ( +22' 6 ") _._.._ 2ND FLOOR .(t20' -O ") T MOUNT EXHAUST FAN TO FACE OF PLENUM 16" SST. EXHAUST HEADER CONNECT HYSPAN - SERIES #2500' SST- FLEXIBLE I CONNECTOR TO GENERATOR RADIATOR HOUSING: ATTACH FLEX TO DUCT PLENUM. (TYP) I: \00 \200154EXODUSSEATTLE3 \CAD \154M32.DWG — Jul 28, 2000 — 14:40:12 — DEBBIEC HUMIDIFIER (TAP) ENGINE EXHAUST SILENCER PROVIDED BY MANUFACTURER CONNECT 8" SST. HYSPAN SERIES #2502 FLEXIBLE CONNECTOR TO GENERATOR EXHAUST NOZZLE. (TYP OF; 2 PER ENGINE) EMERGENCY GENERATOR �— 2ND' FLOOR SA DUCT SHAFT -- 3RD FLOOR SA DUCT SHAFT (BEHIND) SEE DETAIL 10/M6.3 (TYP) O PARTIAL SECTION - LOOKING NORTH TYPICAL 3RD FLOOR SA SHAFT ZONE CONTROL DAMPER - LOCATE 12 ABOVE.CEILING _ TYPICAL 2ND FLOOR SA SHAFT W TfW 0M ZONE CONTROL DAMPER - LOCATION 12" ABOVE CEILING 1 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6.3 (TAP) i 1ST FL_OOR_( +0 " - 0 ") _ ROOF MANUFACTURER PROVIDED AC UNIT ROOF CURBS -� LEVELING CURB (TYP) —� DDD - 27 1 1 72x96 SA OPENING (TAP) 120x56x110 HUMIDIFIER (TYP) 72x62 SA DISCHARGE DUCT CONNECT TO HUMIDIFIER (TYP) T —BAR CEILING 53 6 °� RAISED ,FLOOR (r-42 T �3RD EL00R:( +40 0 ") T—BAR CEILING 0-33' DATA CENTER CAGES (TYP) I - 4 30 " HIGH RAISED FLOOR(±22' -6 ") _ - - DND_I.L00#- .( + O ).L__.__ r . -...- FULL HEIGHT GYPBOARD -WALL TYPICAL 3RD FLOOR SA SHAFT ZONE CONTROL DAMPER. LOCATE 12" ABOVE CEILING SEE DETAIL 10/M6.3 (TYP) TYPICAL 2ND FLOOR SA SHAFT ZONE CONTROL DAMPER. LOCATION 12" ABOVE CEILING ROOF 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6.3 (TYP) © PARTIAL SECTION -- LOOKING NORTH Score: ,7a: = I' -0• SABEY CONSULTANTS EGO 97 EAST BROKAW ROAD SUITE 300 408 -436 -8380 ,25f 7 EA3_yp6- 138 -1511 1 l 71 I5- 788-6000 RNM 91104 E0:415- 788 -8010 SAM RAHCISCO, CAMEO A ISSUED /S BULLETIN R-MF I 08 -11-00 ISSUED FOR CONSTRUCI6N -84 1 07-3. ISSUED FOR T1 PERMIT - -PH 2 07 -.00 ISSUED FOR Tl PERMIT-PH 1 06 -2600 EXODUS DRAWING TITLE: ARCHITECTURE N 6.333 FIR 11 PEW-311 3 O6 -YY00 MECHANICAL SECTIONS • PROGRESS .DATE' 51 /18/00 FILE: I: \2000CADD \200154EX0; SEAS \154M32 • PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY M3.2 MANUEACTERER PROVIDED EXHAUST 'FAN ROOF CURB LEVELING CURB ROOF — CONCRETE BLOCK WALL (RATED, TYP) EXHAUST DUCT EXTEND DOWN/ 24" BELOW ROOF DECK AIR TUNNEL 34x30 RA CONTROL DAMPER /( +536 ") \OC \200154EXODUSSEATTLE3 \CAD \154M33.DWG — Jul 28, 2000 — 24x48 RA 12' THICK CONCRETE — 1. j SHEAR WALL (RATED) I- ECONOMISER /SMOKE EXHAUST FAN, SEE PLAN FOR I LOCATIONS, YPBOARD SHAFT WALL, / EXTENDED 12" ABOVE T —BAR CEILING T —BAR CEILING RATED ACCESS DOOR SEE DETAIL 6/M63 /' 1 RAISED 30" HIGH FLOOR 5 +42' -6 ") 3RD' ELOOR_( +40' -0 ") INSTALL HORIZONTAL FIRE /SMOKE DAMPERI IN FLOOR SEE DETAIL 6/M6.3' TYPICAL ECONOMIZER EXHAUST FAN O PARTIAL SECTION — LOOKING NORTH NJ FSD 4:40:47 - DEBBIEC O PARTIAL SECTION - LOOKING NORTH Scale: I/a t'_0 LE 2XE23 SEE DETAIL 10/M6.3 (TYP) 22x36 SA EXI _30x44 SA BATTERY RACK . I (TOP) ® PARTIAL SECTION — LOOKING NORTH a '" 42x5D SA SEE DETAIL 10/M6.3 (TYP) I I. 28x18 SA (TYP) 2x54 SA I 30" HIGH RAISED FLOOR (+22'—_6") 12x18 SA 96x44 RA I UPS BATTERY ROOM 8x20 SA —2ND FLOOR SA. DUCT SHAFT SEE DETAIL 10/M6.3 (TYP) 36x22 SA P AT RY R r DATA CENTER CAGES (TYP) 3RD ELGORI ( +40L0 ") 1 30 "',_HIGH RAISED_F'L0OR ( ±22' �2NDL.00R�(i-20i -0 ") L 36x36 INTAKE LOUVER SEE DETAIL 10/M6.3 (TYP) '1 SEE PLAN FOR LOCATION TYPICAL DISTRIBUTION' PANEL O PENTHOUSE — PARTIAL SECTION TYPICAL 2ND FLOOR SA SHAFT ZONE CONTROL DAMPER. LOCATION 12" ABOVE CEILING DISTRIBUTION PANEL (TYP) — DISTRIBUTION PANEL ROOF SHED, SEE ARCH. DWG'S FOR DETAILS SAABEY ARCHITECTURE CONSULTANTS 97 EAST BROKAW ROAD SUITE 300 406- 136 -6300 icn6XM yS117 DX. 408 -U6 -1511 110 Np ' STREET, S 715. 113 - 766-6000 SAX fRANCISLO, LAUfORXIA 91101. FALliS ^)BB -6010 SSfA FOR Tl F3MgTW 3 0°�Y. -W Di 650ED AS BUUEIPI f1 1 0& 11-00 651ID FOR CONS1i1GTEk✓ -PR 1 07�Hp' ISSUED FOR Tl PERMIT -PH 2 O7 -26-00 ISSUED FOR T1 PERMIT-PH 1 OB -26-00 REVISIONS ISSUE DATE DRAWING TITLE: ' AA gECEN zn �FN 14 1("1 1T ceN�EF EXODUS 1111111((�IY IIMMOMMEMINN MECHANICAL SECTIONS PROGRESS DATE 04/13/00 FILE: L \2000CADD \200154EX0 SEA3 \154M33 PLOT: PROJECT: NUMBER: 200154 DRAWN BY: : I'W- NELSON, CHECKED 6T: ' 'I R. MAHDAVI APPROVED HY: , W. HURLEY M3.3 ROOF.(ELEV. VAR,ES).. T -8AR CEILING ( +53' -6 ") 30" HIGH RAISED FLOOR ( +42'- 6 ") 3RD FLOOR ( +40' -0 "). T -BAR CEILING (+33' -6°) 30" HIGH RAISED FLOOR ( +22'- 6 ")' 2ND FLOOR ( +20' -0 ") 96x4 1ST FLOOR (+0"-0") T -BAR CEILING ( +53' 30" HIGH RAISED FLOOR ( +42' -6" 3RD FLOOR (+40' -0 ") T -BAR CEILING (+33' -6 ") 30 HIGH RAISED FLOOR ( +22' -6" 12 ND FLOOR ( +20', 0 ") 96x44 RA ST FLOOR ( +0 " -0") 36x120 RA- 36x120 R ATT ROo SHIPPING AND RECEIVING'' 60x72.. SA 86 "0SA WITH 2" INSULATION a _ AIR 21,INNEJ CONCRETE BLOCK WALL (RATED. TYP)— 1 I I I STOP SUPPLY DUC - U JUST BELOW R T OOF O "K (TYP FOR A.L' SHAFTS;; n 12x18 'S — HDP PANEL (TYP) ,lf ZZZZZ�Zt�M - - - -1Sx2 x-28 S UPS BATTERY !ROOM I is \00 \200154EXODUSSEATTLE3 \CAD \154M34.DWG - Jul 25, 2000 14:02:57 - WILLIAMN MUFAC PI '('TYP ROOF TURER CURB ROVDED (TYP EACH UNIT) - LEVELING CURB (TYP) .d — BATTERY RACK (TYP) 86 "0SA WITH 2" INSULATION Y PICAL 3R) FLOOR' GA SHAFT ONECONTROL DAMPER. OCATION 12 ABOVE lEILING ZDZZZZB1M TYPICAL 2ND' FLOOR S1 SHAFT ZONE CONTROL DAMPER LOCATION tit ABliAlE CEILING rp FUTURE COLO SPACE 44x96 RA — TYPICAL 96x72 SA DUCT FROM 86 0SA HEADER (TYP EACH UNIT) i ! I O PARTIAL SECTION — LOOKING WEST IBZZZZZZaj (TYP N I I _ k7 SEE f 10 /M6.3 (TYP WCH SHAFT) TYPICAL MI x7 2 SA DUCTRR FROM HCMIDI DAMPER (TYP EACH UNIT) 86 "0SA WITH 2" INSULATION ETAI L 10 M6- A SH FT) 12x56 HMDIFIER W DAMP (TYP EACH UNIT) 10 "SA SHIPPING AND RFCEIVINO'. 44x96 RA © PARTIAL SECTION LOOKING WEST T 4 "SA �10 "SA IUNCH ROOM 8 "EA— 'FSD 44x96 RA w r - I 8 A — 78x6 S ) 10896 x SLIT INTO 84x96 GA SA, AND P 24x96 l 72x50 MAIN SWIT ROOM 1 11 9 6x48 RA /FSD 1- (TYP. OF 4) alta 96x96 SA CONCRETE EQUIPMENT PLATFORM (TOC +24' - LOW POINT) 1ST FLOOR (±D"-0."1 CONCRETE EQUIPMENT. PLATFORM (TOC +24' -2" LOW POINT) 1ST FLOOR ( +0' -0') SBEY CONSULTANTS ARCHITECTURE ( \/ ' II 97 EAST BROIWW ROAD SURE 300 105- 136 -8300 mT GU IFORNIA 95112 FAx- 409 -4tR -1511 120 MONTGOMERY STREET. SURE 715. 415- 788 -6000 SAN FRANCISCO, GLIFORNU 9a1. FAx:415- 785 -6040 D2CD0 27 L 7 L FOR T1 PB111T7H 3 06-14-CO ISM AS,BI UEDN R1-PH 1 0&11. ISSUED FOR CONSTR 00011 -PH 1 07$1-00 ISSUED FOR OS PERMIT -PH 2 O7 -26-00 REVISIONS ISSUE DATE TECH ter of app g here hed. work of th S e ey cpt Ito 'sate I _ DRAWING TITLE: DRAWING N UMBER: EXODUS MECHANICAL SECTIONS CHECKED BY R. MAHOAVI APPROVED BY: W. HURLEY M3.4 esirViValdoza PROGRESS DATE 04/I8/00 I FILE A2000CAD0 \200154E %0 SEA2 \154M33 PLOT PROJECT NUMBER - 200154 DRAWN BT. W. NELSON ■ EXHAUST FAN SCHEDULE MOTOR MFR MODEL MARK MFR MODEL DESIGN N CAPACITY (CFM) I N S H RPM SPEED LWA BHP DRIVE. '.USED OPER LBS SERVICE CONTROLS INSTALLED! IN, HASE SEE NOTES, FHR : TYPE HP VOLTS /PH /HZ GEL -1 THOU 10 AEROVENT 665724 72,000 72.000 1.05 720 12026 9 6 17.22 DIRECT ODP 20 460 /3/60 YES 4100 DATA CENTER BLDG, MANAGEMENT SYSTEM 1 1,2,3,4,5.7 & 9 GEF 2 - 1 THRU 1C AEROVENT 66,724 72,000 72,000 1.0S 720 12026 96 17.22 DIRECT ODE 20 460/3/60 YES 4100 DATA CENTER BLDG. MANAGEMENT SYSTEM 2 1,2,3,4,5,7 & 9 GEF 3 - 1 THRU 10 AEROVENT 66W724 72,000 72,000 1.05 720 12026 96 17.22 DIRECT ODP 20 460/3/60 YES 4700 DATA CENTER BLDG- MANAGEMENT SYSTEM 3 1,2,3.4,5,7 & 9 GEF 4 THRU 10 . AEROVENT 66,72 72.000 72,000 1.05 720 12026 96 17.22 DIRECT ODP 20 460/3/60 YES 4100 DATA CENTER BLDG. MANAGEMENT SYSTEM 4 1,2,3,4,5,7 A 9 GEE 5 -1 THRU 10 AEROVENT 665724 72,000 72,000 1.05 720 12026 96 17.22 DIRECT ODP 20 460/3/60 YES 4100 DATA CENTER BLDG. MANAGEMENT SYSTEM 5 1,2,3,4,5,7 & 9 GEE 1 -11 AEROVENT 295735 11600 11,600 0.50 1200 8944 86 2.29 DIRECT ODP 3.0 460/3/60 YES 750 DATA CENTER BLDG. MANAGEMENT SYSTEM 1,2 & 9 EF 1 -1 TWIN CITY TCWPX -36DE4 15,000 15,000 0.50 7,153 10,867 95 2.68 DIRECT TEFL 3 460/3/60 NO 114l GENERATOR ROOM LINE VOLTAGE T -ST. AT 1 12 ,7 & 13 EF 1 -2 TWIN CITY TCWPX -36DE4 15 15 0.50 1,153 10.867 95 2.68 DIRECT TEFC 3 460/3/60 ND i 141 GENERATOR ROOM LINE VOLTAGE T -STAT. 1 1.2,7 & 13 EF 1 -3 TWIN CITY TCWPX -36DE4 15,000 15,000 0.50 1,153 10,867 95 2.68 DIRECT TEFC 0 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE T -STAT 2 1,2,7 & 13 EF 1 - TWIN CITY TCWPX -36DE4 15 15,000 0.50 1,153 10 95 2.68 DIRECT TEFC' 3 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE T -STAT 2 12 A 13 EF 1 -5 TWIN CITY TCWPX -360E4 15,000 15,000 0.50 1,153 10 95 2.68 DIRECT TEFC 3 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE T -STAT 3 1,2,7 & 13 EF 1 -6 TWIN CITY TCWPX -360E4 15,000 15,000 0.50 1,153 10,867 95 2.68 DIRECT TEFC 3 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE T -STAT 3 1,2,7 & 13 EF 1 -7 TWIN CITY TCWPX -36DE4 15,000 15,000 0.50 1,153 10 95 2.68 DIRECT TEFC 3 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE TEST 4 1. & 13 EF 1 -8 TWIN CITY TCWPX -36DE4 15,000 15,000 0.50 1,153 10,867 95 2.68 DIRECT TEFC 3 460/3/60 NO 1 GENERATOR ROOM LINE VOLTAGE T -STAT 4 12 ,7 A 13 EF t - 9 TWIN CITY TCWPX -36DE4 15,000 15,000 0.50 1,153 10 95 2.68 DIRECT TEFC 3 460/3/60 NO 1141 GENERATOR ROOM ONE VOLTAGE T -STAT 5 1 & 13 EF 1 - i0 TWIN CITY TCWPX -36DE4 15.000 15,000 0.50 1,153 10,867 95 2.68 DIRECT TEFC 3 460/3/60 NO 1141 GENERATOR ROOM LINE VOLTAGE T -ST: 5 12 & 13 EF 2 -1 GREENHECK SBE -3L72 -100 60,000 60,000 0.25 384 7.238 93 8.34 BELT ODP 10 460/3/60 YES 1.050 MAIN ELECTRICAL ROOM BLDG. MANAGEMENT SYSTEM 1 1,2,3.7,10 ,11,12 & 13 EF 2 -2 GREENHECK SBE -3L72 -100 60.000 60,000 0.25 384 7 93 8.34 BELT ODP 10 460/3/60 YES 1,050 MAIN ELECTRICAL ROOM BLDG. MANAGEMENT SYSTEM 1 1,2.3,7,10,1 1,12 & 13 EF 2 -3 GREENHECK SBE -3L72 -100 60,000 60,000 0.25 384 7,238 93 8.34 BELT ODE 10 460/3/60 '. YES 1,05D MAIN ELECTRICAL ROOM RI DO. MANAGEMENT, SYSTEM 1 1 2, 3, 7,10,11,12 A 13 EF 2 -4 GREENHECK SBE -3L72 -100 . 60,000 60,000 0.25. 384 7,238 93 8.34 BELT ODP 10 . 460/3/60 YES 1,050 MAIN ELECTRICAL ROOM BLDG. MANAGEMENT, SYSTEM 1 1. 2,3,7, 10,11, i 2 & 13 EF 2 -5 GREENHECK SBE- 2L20 -10 4,515 4,515 0.25 384 5,888 80 • 0.66 BELT ODP 1.0 .460/3/60 YES 65 MAIN ELECTRICAL ROOM BLDG. MANAGE M ENT SYSTEM 1 1'.,2,3,7,10 & 13 EF GREENHECK SO -120 -A 1370 1555 0.75 1 5927 77 0.46 DIRECT '.00P 0.50 115/1/60 NO 75 RESTROOM (ON /OFF) CONTINOUS . OPERATION 5: 1,2,3,7 & 9 EF - i6 GREENHECK SD 1311 - 1585 1953 0.75 1,725 5.927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1,2,3,7,8 & 9 EF GREENHECK SO -85 -D 237 237 0.50 1.540 4384 67 0.05 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1.2,3,7,8 A 9 EF - 1C GREENHECK SO - -A 1786 1953 0.75 1,725 5,927 79 0.61 DIRECT OOP 0.75 115/1/60 NO 90 RESTROOM Q (ON /OFF) CONTINOUS OPERATION I 1,2,3,7 A 9 EF - 2A GREENHECK SO -130 -A 1555 1953 0.75 1 5 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM A KITCHEN (ON /OFE) CONTI NOUS OPERATION 5 12,3,7 A 9 EF - 2B GREENHECK SO -130 -A 7569 1953 0.75 1 5 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1,2.3,7 A 9 LL - 28B GREENHECK SO -80 -D 147 147 0.25 1111 3163 58 0.02 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1,2,3,6,7 & 9 EF - 2D GREENHECK SO -130 -A 1875 1953 0.75 1,725 5.927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM & KITCHEN Q (ON /OFF) CONTINOUS OPERATION 1 1,2,3,7 & 9 EF - 2E GREENHECK SQ -120 - B 680 864 0.50 1140 3917 63 0.14 DIRECT ODP 0.75 115/1/60 NO 75 RESTROOM (ON /OFF) CONTINOUS OPERATION 3 1,2,3,7 & 9 EF - -.3A. GREENHECK SO -130 -A 1559 1953 0.75 1 5,927 79 0.61 DIRECT ODP 0.75 115/1 NO 90 RESTROOM & KITCHEN (ON /OFF) CONTINOUS OPERATION 5 12,3,7 & 9 EF - 38 GREENHECK SO -130 -A 1569 1953 0.75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1,2,3,7 & 9 EF - 3B8 GREENHECK SO 80-D 147 147 0.25 1111 3163 58 0.02 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1,2,3,6,7 A 9 L.. - -3D GREENHECK SQ -130 -A 1075 1953 0 -75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM & KITCHEN A (ON /OFF) CONTINOUS OPERATION 1 12,3,7 & 9 EF -3E GREENHECK SQ -120 -B 680 864 0.50 1140 3917 63 0.14 DIRECT ODP 0.75 115/1 NO 75 RESTROOM (ON /OFF) CONTINOUS OPERATION 3 1,2,3 ,7 & 9 EF -4A GREENHECK G-9D -O 686 686 0.25 1550 4413 66 0.06 DIRECT DEAD 1/15 230/1/60 ND 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 5 1 A 9 EF -4,8 GREENHECK G-90 -D 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 1/15 230/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 4 1 A 9 EF -4C GREENHECK G -90 - 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 1/15 230/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 3 1,2,7 A 9 EF -4D GREENHECK G -9D -D 686 686 0.25 1550 4413 L 66 0.06 DIRECT TEAO 1/15 230/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 2 1,2,7 & 9 EF - 4E GREENHECK G -90 -D 686 686 0.25 1550 4413 66 0.06 DIRECT TEA° 1/1S 230/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 1 1 A 9 EF - -4F GREENHECK G -90 -D 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 1/15 230/1/60 NO 23 SHOP PENTHOUSE (ON /OFF) CONTINOUS OPERATION 1 1,2,7 & 9 NOTES: 1, ALL DISCONNECT AND STARTERS ARE PROVIDED AND INSTALLED, BY ELECTRICAL. CONTRACTOR. 8. PROVIDE NEMA 311 2. WIRING OF T -STAT BY, ELECTRICAL CONTRACTOR. : 9. PROVIDE ROOF CURB. • 3. 'PROVIDE GRAVITY BACK DRAFT DAMPER, AND BIRDSCREEN. 10. PROVIDE CLOSURE . ANGLES: : : ! 4. PROVIDE FIELD MOUNTED VFD WITH NEMA 3R DISCONNECT SWITCH (FUSED).' 11. PROVIDE SHORT WALL HOUSING,; FLUSH EXTERIOR W /OSHA GUARD'. 5. PROVIDE GALV. BURGLAR BARS. 12. PROVIDE DAMPER GUARD. 6. PROVIDE SPEED CONTROL SWITCH, SHIPPED LOOSE. WIRED BY ELECTRICAL CONTRACTOR. 13. NEMA - TOGGLE, MOUNTED AND WIRED. 7_ CONTRACTOR MAY SUBMIT ANOTHER APPROVED OR EQUAL MANUFACTURER. 14. PROVIDE SPRING HANGING ISOLATORS AND BRACKETS. GRAVITY VENTILATION HOOD MART MARK MFR MODEL CFM IN TSP WG DAR LBS SERVICE INSTALLED D IN THIS PHASE SEE NODES CV -1 & 3 GREFN..ECK ,2 H,R NONE NONE 64 ELEVATOR SHAFT 1 1,2,3,5, & 7 G'V -2 GREENHECK FHR NONE NONE 64 ELEVATOR SHAFT 1 1,2,3,4,5, A 6 NOTES: 1 °PO'L,VE 5" HIGH BASE 5. PROVIDE ALUM. MESH INSECT SCREEN OVER THROAT 2 VRCv.DE GALL. B,RCSCREEN (0 -5 MESH) 6. PROVIDE ROOF CURB. -. PROvICE GALL. STEEL HCLS'INIG 7_ PROVIDE DUCTED HOOD. 4. NON - DUCTED HOOD UNIT MARK -3 SUPPLY FAN MFR MODEL CFM FAN ESP SUPPLY HP IN /`O 5HP 4178 5-0 1.5 ...63 °RAKE SXHFC60 OE R00 7CD" 500 735 2 . 4 .0 EXHAUST FAN CFM FAN ESP SUPPLY TOTAL HP IN /WG BHP MBH 22, 15 D MOUNTED W RED SMOKE E7LCTOR IN DISCHARGE AIR STREAM R _.FFCIL\.I BLSED ON ASHRAE STD. 52 -76 ' .TCNOMIZER WITH RELIEF FAN. AOVII_7ER WITH POWERED EXHAUST, 752 681 78.1 0.4 134.4 137.4 SENSIBLE MBH 118.2 125.4 I: \00 \200154EXODUSSEATTLE3 \CAD \154M41.DWG - Jul 28, 2000 - 15:17:54 - DEBBIEC COOLING EVAP EAT 'F EVAP LAT 'F DB WB DB I WB 78.1 61.2 78.9 61.4 61.9 54.5 I 50.7 55.6 PACKAGE AR HANDLING UNIT SCEDULE 51.6 50.5 50.03 COND EAT 95' 95' EER 7.34 7.32 HEATING INPUT MBH OUTPUT MBH 6. SUPPLY DISCHARGE AND RETURN NITH ISOLATION DAMPERS. 7 HORIZONTAL SUPPLY DISCHARGE. BOTTOM RETURN. TEMP. RISE (C) EAT 'F LAT 'F WEIGHT W/ S ACCESSORiE" LBS 1580 1580 5920 MINIMUM OUTSIDE AIR CFM 973 975 5757 AREA SERVING 2ND FLOOR OFFICE 3RD FLOOR OFFICE 1ST FLOOR OFFICE INSTALLED IN THIS PHASE REMARKS 2 , A 5 1,2,4, A 5 1.2,4,5. A 7 BOLD TEXT REPRESENTS DRAWINGS CHANGES MADE FOR THIS CURRENT REVISION. UNIT MARK CD1 CD2 CD3 LVR1 TF1 FSD MFR TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS RUSKIN AC0THERM RUSKIN MODEL FACE SIZE PAS PAS PAS PAR TDC TDC 12x12 272RS 24x24 250 24x12 FSD60FA BD6 OF -HE ESD60 AIR DISTRIBUTION SCHEDULE 24x24 RG1 TITUS PAR RG2 TITUS PAR EG2 TITUS TDC 24x48 22x46 12x12 SEE PLAN 24x24 SEE PLAN SEE SEE PLAN PLAN 24x24 SEE PLAN SEE PLAN SEE PLAN 24x24 SEE PLAN CONN SIZE SEE PLAN DESCRIPTION T -BAR LAY -IN, STEEL CONSTRUCTION, #26 WHITE SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE SEE PLAN SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE SEE PLAN SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE 22x22 T -BAR LAY -IN, STEEL CONSTRUTION, #26 WHITE 20x20 22x22 SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE T -BAR LAY -IN, STEEL CONSTRUCTION, #26 WHITE SURFACE MOUNTED. STEEL CONSTRUCTION, #26 WHITE 24x 12 SIDE WALL REGISTER, DOUBLE DEFLECTION, 3/4" SPACING STEEL CONSTRUCTION, #26 WHITE SURFACE MOUNTED, #26 WHITE, W/ OPPOSED BLADE DAMPER (AG -15) STEEL CONTRUCTION SEE PLAN SEE PLAN SEE PLAN SEE PLAN T -BAR LAY -IN, STEEL CONSTRUCTION. #26 WHITE SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE FLUSH MOUNTED, STEEL CONSTRUCTION, FIRE /SMOKE DAMPER PROVIDE TITUS AEROBLADE 272RS. T O MOUNT IN FRONT OF EST GRILLE SIZE DETERMINED BY RUSKIN FSDNORS SIZING CRITERIA REFER TO RUSKIN CATALOG OR CONSULT RUSKIN FOR PROPER SIZING OF SUPPLY GRILLE. GRILLE TO BE "SRI" FROM TITUS CONSULT RUSKIN FOR MOUNTING RECOMMENDATION CONSULT MANUFACTURER FOR RECOMMENDED INSTALLATION COORDINATE WITH ARCHITECT FOR LOUVER PAINT COLOR T -BAR LAY -IN, STEEL #26 WHITE CONSULT RUSKIN FOR MOUNTING RECOMMENDATIGN SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE NO 109 - 156-8300 _sAN_JOSE F'u IFORNU 99112 EAx 405 -Aifi -1511 120 MONTGOMERY STREET SUITE 715. A15 -798 -6009 SAN FRANCISCO, CAUFORMIA 9A1GC FAK:115- 769 -6010 B91ED FOR T1 BDIMB' 113 0844-00 A DOLED AS BILLOW #61111 08-1,0 ISM FOR CONSIBILTON-P111 073100 ISSUED FOR TO PERMIT-PH 2 07 -25-00 ISSUED FOR T1 PERMIT -PH 1 06-26-00 REVISIONS ISSUE DATE NI drawings 0 ZDD 2 7 y Ine origino ago Ine may rNnoal Ine'".r�u<" <c "ce�i of "Ine saber corpo ailo�. �' GtT'' OF 1t KWIIA P 1 \1111' yerreig glue= DRAWING TITLE: MECHANICAL SCHEDULES V SEI EXODUS s PROGRESS DATE: 04/18/00 FILE: T \2000CADD \200154EBD- 5EA3 \154M41 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAUD.' APPROVED BY: W. HURLEY DRAWING NUMBER: M4.1 1 • NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3 PROVIDE 4" PLEATED FILTERS (60D EFFICIENT). NOTES: t. COOLING DESIGN: 95 OSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 95"F OSA. 2. PROVIDE LOW AMBIENT OPTION !: \CO \200154EXODUSSEATTLE3 \ CAD \154M42.DWG - Jul 28, '.2000 - .15:28:44 - DEBBIEC 4. DOWN DISCHARGE 5. NO REHEAT OR HUMIDIFIER 6. CONDENSATE PUMP 3. PROVIDE COPPER TUBE, ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. 5. LOW AMBIENT TO -20 7. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE 800 408 -458 -5500 oua 9511) EIR. 408 -� -I tlt 11 fCWEAY STREET. SUITE 715. 15 - 785 - 5000 SW FRANCISCO, CWFORMA 94104. FAMm5- 788 -5040 MUM FOR Ti Pair-F413 06-14-00 A & o rs B01E11N ti-PH 1 08-B- MED FOR CDNSTPo.1101 HI 1 07.00 REVISIONS DRAWING TITLE: ISSUED FOR Ti PERMIT -PH 2 07 -2.0 ISSUED FOR Ti PERMIT -PH 1 06 -28-00 MECHANICAL SCHEDULES Cm , �FETUK Yr.f� a EPM t} EXODUS gel PROGRESS DATE: 04/18/00 FILE' I: \2000CADD \200154EX0' -SEA3 \1541442 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY DRAWING NUMBER: rt v/ A.G COMPUTER FAN CONDENSER SCHEDULE UNIT SCHEDULE EVAPORATOR COIL MOTOR MARK EVAPORATOR LOCATION FLOOR MFG MODEL NOMINAL TONS MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR CONDENSER FANS ELECTRICAL EER IPLV OUTDOOR UNIT WEIGHT IN4TT_ PHASE T � W B SEE NOTES OPER LBS 2800 TOT. MBH SENS MBH 5TY FLA LRA VOLT /PH OTY HP TOTAL OTM FLA VOLTS PHASE FLA MCA MFS ACC -0' MAN NOC /NODE SUPPORT ROOT COMPU -AIRE ACC -37 30 CAH -01 366 366 - - - - 4 0.75 19,500 - 460 3 8 -0 8.5 10.0 - - 740 LBS 1 1, 2, 3, 4 & 5 ACC -02 MAIN NOC /NODE SUPPORT ROOT COMPU -AIRE ACC -37 30 CAH -02 366 366 - - - - 4 0.75 19,500 - 460 3 8.0 8.5 10.0 - - 740 LBS 1 1, 2, 3, 4 & 5 ACC 2 -I SUB -NODE SUPPORT ROOT COMPU -AIRE ACC -07 6 CAH 2 -1 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 0.0 - - 270 LAS 5 1, 2, 3, 4 & 5 ACC 2 -2 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAR 2 -2 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 10 -0 - - 27D LBS 3 1, 2, 3, 4 & 5 ACC 3 -1 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAH 3 -1 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 10.0 - - 270 LAS 5 1, 2, 3, 4 & 5 ACC 3 -2 SUB -NODE SUPPORT ROOF COMPU -AI RE ACC -07 6 CAR 3 -2 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 10.0 - - 270 LBS 3 1, 2, 3, 4 & 5 ACC 3 -3 SUB -NODE SUPPORT ROOF COMPU -FIRE ACC -07 6 CAH 3 -3 76.5 76.5 - - - - 1 0.75 5000 ''. - 460 3 2.0 2.5 10.0 - 270 LAS 1 1, 2, 3, 4 & 5 NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3 PROVIDE 4" PLEATED FILTERS (60D EFFICIENT). NOTES: t. COOLING DESIGN: 95 OSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 95"F OSA. 2. PROVIDE LOW AMBIENT OPTION !: \CO \200154EXODUSSEATTLE3 \ CAD \154M42.DWG - Jul 28, '.2000 - .15:28:44 - DEBBIEC 4. DOWN DISCHARGE 5. NO REHEAT OR HUMIDIFIER 6. CONDENSATE PUMP 3. PROVIDE COPPER TUBE, ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. 5. LOW AMBIENT TO -20 7. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE 800 408 -458 -5500 oua 9511) EIR. 408 -� -I tlt 11 fCWEAY STREET. SUITE 715. 15 - 785 - 5000 SW FRANCISCO, CWFORMA 94104. FAMm5- 788 -5040 MUM FOR Ti Pair-F413 06-14-00 A & o rs B01E11N ti-PH 1 08-B- MED FOR CDNSTPo.1101 HI 1 07.00 REVISIONS DRAWING TITLE: ISSUED FOR Ti PERMIT -PH 2 07 -2.0 ISSUED FOR Ti PERMIT -PH 1 06 -28-00 MECHANICAL SCHEDULES Cm , �FETUK Yr.f� a EPM t} EXODUS gel PROGRESS DATE: 04/18/00 FILE' I: \2000CADD \200154EX0' -SEA3 \1541442 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY DRAWING NUMBER: rt v/ A.G COMPUTER FAN ROOM A R HANDLING :.OIL INFORMAT UNIT SCHEDULE EVAPORATOR COIL MOTOR SCHEDULE ELECTRICITY MEG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY UNIT MARK UNIT MARK LOCATION FLOOR MFR COMPU -AIRE MODEL CAA -3034 NOMINAL TONS 30 SERVED BY � IN MARKR ACC -01 SERVED BY U� TD MARKR ON To T � W B T0 WB OPER LBS 2800 INSTALLED I 1 1, 2, SEE NOTES 3, 4, 5, 6, 7 & 8 OEM 15,40) OTY 3 IN /WG U.S SO FAT 29.0 ROWS 4/12 TOTAL 366.0 SMBH 305.0 CPAIM - 'N /H ( NONE BHP - HP 10.0 V /P /H 460/3/60 FLA 71.2 MCA 78.4 MFS 150A DB 70 WB 62.5 DB 57 55.8 _s. M41.� 'v OC j'NOCE SI;PPORT 1.5 L:AH -02 .'. < SOC /NCLE SUPPORT 2 COMPU -AIRE CAA -3034 30 ..CC -02 15,400 3 0.5 29.0 4/12 366.0 305.0 - 70 62.5 57 55.8 NONE - 10.0 460/3/60 71.2 78.4 150A 2800 1 1. 2, 3, 4, 5, 6, 7 & 8 ,;. '- 2 - -1 Sl'B -SOOT SUPPORT 2 COMPU -AIRE CAA -634 6 ACC -03 3400 1 0.5 13.5 3/12 76.5 63.5 - 75 62.5 58 56.2 NONE - 2.0 4-60/3/60 25.2 30.7 40A 1490 5 1, 2, 0. 4, 5, 6, 7 & 8 CAH 2 -2 SUB -NODE SUPPORT 2 COMPU -AIRE CAA -634 6 ACC -03 3400 1 0.5 13.5 3/12 76.5 63.5 - 75 62.5 58 56.2 NONE - 2.0 460/3/60 25.2 30.7 40A 1490 3 1, 2, 3, 4, 5, 6, 7 & 8 .7., 3- - SEE 3 COMPU -AIRE CAA -634 6 ACC -03 3400 0.5 13.5 3/12 76.5 63.5 - 75 62.5 58 56.2 NONE - CO 460/3/60 25.2 30.7 40A 1490 5 1, 2, 3, 4, 5. 6, 7 & 8 O AR 3 -2 SUB -NODE SUPPORT 3 COMPU -AIRE CAA -634 6 A2C -03 3400 1 0.5 13.5 3/12 76.5 63.5 - 75 62.5 58 56.2 NONE - 2.0 460/3/60 25.2 30.7 40A 1490 3 1, 2, 3, 4, 5, 6, 7 & 8 3 -3 _ -NODE SUPPORT A COMPU -AIRE CAA -634 6 ACC -03 3400 0.5 1.i.5 3/i2 76.5 63.5 - 75 62.5 58 56.2 NONE - 2.0 460/3/60 25.2 30.7 40A 1490 1 1, 2, 3, 4 , 5, 6. 7 & 8 NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3 PROVIDE 4" PLEATED FILTERS (60D EFFICIENT). NOTES: t. COOLING DESIGN: 95 OSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 95"F OSA. 2. PROVIDE LOW AMBIENT OPTION !: \CO \200154EXODUSSEATTLE3 \ CAD \154M42.DWG - Jul 28, '.2000 - .15:28:44 - DEBBIEC 4. DOWN DISCHARGE 5. NO REHEAT OR HUMIDIFIER 6. CONDENSATE PUMP 3. PROVIDE COPPER TUBE, ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. 5. LOW AMBIENT TO -20 7. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE 800 408 -458 -5500 oua 9511) EIR. 408 -� -I tlt 11 fCWEAY STREET. SUITE 715. 15 - 785 - 5000 SW FRANCISCO, CWFORMA 94104. FAMm5- 788 -5040 MUM FOR Ti Pair-F413 06-14-00 A & o rs B01E11N ti-PH 1 08-B- MED FOR CDNSTPo.1101 HI 1 07.00 REVISIONS DRAWING TITLE: ISSUED FOR Ti PERMIT -PH 2 07 -2.0 ISSUED FOR Ti PERMIT -PH 1 06 -28-00 MECHANICAL SCHEDULES Cm , �FETUK Yr.f� a EPM t} EXODUS gel PROGRESS DATE: 04/18/00 FILE' I: \2000CADD \200154EX0' -SEA3 \1541442 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY DRAWING NUMBER: rt v/ A.G DUCTLESS CEILING MOUNTED CONDENSER SPLIT SYSTEM SCHEDULE DUCTLESS CEILING MOUNTED FAN EVAPORATOR COIL SPLIT SYSTEM SCHEDULE ELECTRICITY MEG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY UNIT MARK CONDENSER FANS LOCATION INSTALLED IN THIS PHASE FLOOR MFR MODEL NOMINAL TONS SERVED BY U� TD MARKR INFORMATION T � W B RLA TPWB OPER LBS INSTALLED I P HASE REMARKS TA.,,,,,,_ FLA VOLTS CFM HP SETTING 04&) MBHL MBH V /P /H MCA MFS DB 16.0 DB 1 CAC 1 -1 SECURITY ROOM 109 1 1 EMI CAN -18 1.5 ACC -03 615 0.13 HIGH 43.0 16.0 16.0 75 62.5 55 54.8 208/1 0.63 15A 86 1 SEE NOTES 1 & 2 CAC 1 -2 MIS ROOM 108 - 1 EMI CAR -12 1.0 ACC -04 400 0.08 HIGH 39.0 10.7 10.7 75 62.5 55 54.8 208/1/60 0.4 150 80 1 SEE NOTES 1 & 2 CAC 1 -3 SECURITY EQUIP. ROOM 107 1 EMI CAH -24 2.0 ACC -05 750 0.15 HIGH 47.0 18.4 18.4 75 62.5 55 54.8 208/1/60 0.75 150 86 1 SEE NOTES 1 & 2 CAC 1 -4 SECURITY ROOM 144 13.8 1 EMI CAR -12 1 1 -0 ACC -06 400 0.08 HIGH 39.0 11.9 11.9 75 62.5 55 54.8 208/1/60 0-4 15A 80 5 SEE NOTES 1 & 2 CAC 1 -5 MIS ROOM 36A .. EMI CAH -09 0.75 ACC -06 400 0.13 HIGH 39.0 4.6 4.6 75 62.5 55 54.8 208/1/60 0.4 15A 80 1 SEE NOTES 1 & 2 NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3 PROVIDE 4" PLEATED FILTERS (60D EFFICIENT). NOTES: t. COOLING DESIGN: 95 OSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 95"F OSA. 2. PROVIDE LOW AMBIENT OPTION !: \CO \200154EXODUSSEATTLE3 \ CAD \154M42.DWG - Jul 28, '.2000 - .15:28:44 - DEBBIEC 4. DOWN DISCHARGE 5. NO REHEAT OR HUMIDIFIER 6. CONDENSATE PUMP 3. PROVIDE COPPER TUBE, ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. 5. LOW AMBIENT TO -20 7. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE 800 408 -458 -5500 oua 9511) EIR. 408 -� -I tlt 11 fCWEAY STREET. SUITE 715. 15 - 785 - 5000 SW FRANCISCO, CWFORMA 94104. FAMm5- 788 -5040 MUM FOR Ti Pair-F413 06-14-00 A & o rs B01E11N ti-PH 1 08-B- MED FOR CDNSTPo.1101 HI 1 07.00 REVISIONS DRAWING TITLE: ISSUED FOR Ti PERMIT -PH 2 07 -2.0 ISSUED FOR Ti PERMIT -PH 1 06 -28-00 MECHANICAL SCHEDULES Cm , �FETUK Yr.f� a EPM t} EXODUS gel PROGRESS DATE: 04/18/00 FILE' I: \2000CADD \200154EX0' -SEA3 \1541442 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY DRAWING NUMBER: rt v/ A.G DUCTLESS CEILING MOUNTED CONDENSER SPLIT SYSTEM SCHEDULE MARK LOCATION MEG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR CONDENSER FANS ELECTRICAL INSTALLED IN THIS PHASE REMARKS TOT. MBH SENS MBH GP( RLA LRA VOLT /PH OCR HP TA.,,,,,,_ FLA VOLTS PHASE FLA MCA MFS ACC -03 1ST FLOOR EMI SCC -18D CAH 1 -1 16.0 16.0 1 7.4 48.0 208/ 1 0 -125 - 1.0 208 1 18.4 10.3 15 1 SEE NOTES 1 & 2 ACC -04 1ST FLOOR EMI SCC -12D CAR 1 -2 10.7 10.7 1 4.8 26.3 208/1/60 1 0.125 - 1.0 208 1 5.8 7.0 15 1 SEE NOTES 1 & 2 CC -05 15T FLOOR EMI SCC -24D CAH 1 -3 18.4 18.4 1 9.2 60.0 208/1/60 1 0.125 - 1.0 208 1 10.2 12.5 20 1 SEE NOTES 1 & 2 ,CC - -OE 15T FLOOR EMI MC2D9200 TAT 1 -4, 5 U 16.5 2 4.8 26.3 208/1/60 1 0.125 - 1.0 208 1 13.8 15.4 15 SEE NOTES 1 & 2 NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3 PROVIDE 4" PLEATED FILTERS (60D EFFICIENT). NOTES: t. COOLING DESIGN: 95 OSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 95"F OSA. 2. PROVIDE LOW AMBIENT OPTION !: \CO \200154EXODUSSEATTLE3 \ CAD \154M42.DWG - Jul 28, '.2000 - .15:28:44 - DEBBIEC 4. DOWN DISCHARGE 5. NO REHEAT OR HUMIDIFIER 6. CONDENSATE PUMP 3. PROVIDE COPPER TUBE, ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. 5. LOW AMBIENT TO -20 7. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE 800 408 -458 -5500 oua 9511) EIR. 408 -� -I tlt 11 fCWEAY STREET. SUITE 715. 15 - 785 - 5000 SW FRANCISCO, CWFORMA 94104. FAMm5- 788 -5040 MUM FOR Ti Pair-F413 06-14-00 A & o rs B01E11N ti-PH 1 08-B- MED FOR CDNSTPo.1101 HI 1 07.00 REVISIONS DRAWING TITLE: ISSUED FOR Ti PERMIT -PH 2 07 -2.0 ISSUED FOR Ti PERMIT -PH 1 06 -28-00 MECHANICAL SCHEDULES Cm , �FETUK Yr.f� a EPM t} EXODUS gel PROGRESS DATE: 04/18/00 FILE' I: \2000CADD \200154EX0' -SEA3 \1541442 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHOAVI APPROVED BY: W. HURLEY DRAWING NUMBER: rt v/ A.G AIR HANDLING UNIT SCHEDULE UNIT MARK RTU 1 -1 THRU 20 RTU 2 -1 THRU 20 RTU 3 -1 THRU 201 RTU 4 -1 THRU 20 RTU 5 -1 THRU 20 AC -04 THRU 09 MFGR TRANS TRANE TRANE TRANE TRANE TRANE MODEL SXHGD134 SXHGD134 SXHGD134 SXHGD134 SXHGD134 SXHGD134 SIZE (HxWxL) 82,141x424 82,141x424 82,141x424 82,141x424 82x141,424 82x1412424 SUPPLY FAN: 51 46.8 40 SEE NOTES SCHEDULE FOR UNIT CFM (DESIGN) 44,800 44,800 44,800 44,800 44,800 40,000 CFM (INITIAL) 44,800 44,800 44,800 4 4800 44,800 40,000 MIN. O.A. OEM 580 261.5 261.5 261.5 261.5 720 ESP (IN WC) 1. 5 1.5 1. 1.5 1.5 3.0 TSP (IN WC) 2.7 2.7 2. 7 2.7 2.7 4.2 WHEEL TYPE FC FC FC FC FC FC CLASS II II II II II II WHEEL SIZE (2)27" (2)27" (2)27" (2)27 (2) (2)27" PLENUM OUTLET VELOCITY (FPM) 1442 1442 1442 1442 442 1290 RPM 825 825 825 825 825 885 DRIVES FIXED FIXED FIXED FIXED FIXED FIXED BHP 59.25 59.25 59.25 59.25 59.25 59.07 M OTOR HP (2)30 (2)30 (2)30 (2)30 (2)30 (2)30 MOTOR VOLTAGE /TYPE 4 60/3/60 OOP 460/3/60 ODP 460/3/60 ODP 460/3/60 OOP 460/3/60 OOP 460/3/60 SUP MOTOR EFFICIENCY 92.4% 92.4% 92.4% 92.4% 92.4% 92.4% NOISE CRITERIA FAN OUTLET LWA RA INLET: LWA CASING RADIATION: LWA COOLING COIL: COIL CFM 44,800 44,800 44,800 44,800 44,800 40,000 FACE VELOCITY (MAX, FPM) 755 755. 755 755 755 676 AREA (MINIMUM SQ FT) 59. 59.3 59:3 59.3 59.3 59.3 ROWS /FPF 5/144 5/144 5/144 5/144 5/144 6/128 EAT (DB) 74,5 74.5 74.5 74.5 74.5 74.5 EAT (WB) 6 61.0 61.0 61.0 61.0 61.0 LAT (DB) 49.6 49.6 49.6 49.6 49.6 47.99 LAT (WB) 49.1 49.1 49.1 49.1 49.1 47.77 PDa (IN WC) 0.83 0.83 0.83 0.83 5.83 0.83 M BH TOTAL 1,460 1 1,460. 1,4 60 1460 1,433 MBH SENSIBLE 1,212 1,212 1,212 1, 212 i,212 1,151 HEATING COIL: NONE NONE NONE NONE NONE NONE FILTERS: PREFILTERS 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT MAX. CLEAN PRESS. DROP (WG) 0.26 0.26 0.26 0.26 0.26 0.26 INTERMEDIATE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE MAX. CLEAN PRESS. DROP (WG) 0.30 0.30 0.30 0.30 0.30 0.30 HUMIDIFIER SECTION DUCT MOUNTED DUCT I.IOUNTED DUCT MOUNTED DUCT MOUNTED DUCT MOUNTED NO HUMIDIFIER TYPE SPEC AIR SPEC AIR SPEC AIR SPEC AIR SPEC AIR NONE INTERNAL LINER (SOUD /PERF /NONE) SOLID SOLID SOLID SOLID SOLID SOLID AIR FLOW MONITORS: YES YES YES YES YES YES M AGNEHELIC GAUGE 6.T EACH FILTER YES YE S YES YES YES YES RA INLET LOCATIIDH BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BACK 5A DISCHARGE LOCATION SIDE SIDE SIDE SIDE '. SIDE SIDE VARIABLE FREQUENCY DRIVE : YES YES YES YES. YES ' YES ROOF CURB YES YES YES YES YES YES INDOOR /OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR BASE UNIT INTERNAL LINER DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL COIL & MOTOR HAND OPTG- WEIGHT (LBS.): 16,000 16,000 16,000 16, 000 16,000 16,000 AREA SERVED: DATA CENTER DATA CENTER DATA CENTER DATA CENTER DATA CENTER UPS ROOMS MCA /MOP 337.6/369 337.6/369 337.6/369 337.6/369 337.6/369 337.6/369 CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 SEE NOTE 1 NOTES: AC -4 INSTALLED IN PHASE 2, UNIT AC -6 & 9 INSTALLED IN PHASE 3, AND UNIT AC -5 & 8 INSTALLED IN PHASE 4 1. UNIT AC -7 INSTALLED IN PHASE 1. UNIT D7.,,000 HUMIDIFIER SCHEDULE l.'NI' MARK M FR MOD EL MANIFOLD SIZE (W.I.) FACE AREA (SC, ET) AIRFLOW (GYM) VELOCITY (FPM) MEDIA EFF. ( %. ENTERING AIR CONDITION LEAVING AIR CONDITION REMARKS DB 'F WB T GRA NS DB 'E WB 'F GRAINS SEE AHU SPEC AIR CUSTOM 120,110x58 85 44,800 527 79 49.57 49.11 53 51 46.8 40 SEE NOTES SCHEDULE FOR UNIT TAG N0. Li_QI I. MINMIMUM REQUIRED EFFECTIVENESS IS 75% 8. HUMIDIFIER W /SS CASING & DRAIN PAN, COPER DIST, PIPING, BAL. 2. PROVIDE 8" GLACIERCOR STANDARD EFFICIENCY MEDIA ALOE, EDGE COATING ON MEDIA, OVERFLOW, DRAIN 7 BLEED, CURB 3. PRESSURE DROP 0.19 INWG. TO MATCH ACU, LOIN WATER CUTOFF, GFI, RUN LIGHT, HOA SWITCH, 4. STAINLESS STEEL CASING AND DRAIN PAN FACTORY WIRED, HOSE BIBB, WATER PROOF INSULATION. 5. INTERNAL SUMP WITH PUMP, FLOAT VALVE, ELEED VALVE, AND PIPING. 6. MAKEUP WATER AND BLEED CONNECTION THROUGH SIDE OF UNIT. Q1 I , 7. LOCATE ELECTRICAL PANEL ON SIDE OF HUMIDIFIER, ACCESSABLE PER ELEC. CODE. VAV 1 -240 VAV 1 -24C VAV 1 -25 VAV 1 -26 AV 1-30 AV -32 AV 2 -13 VAV 2 -14 VAV 3 - A V 3 -12 vAV 3 -13 VAV 3 -14 VA 3 -20 AV 3 -21 DES DES DES DTFC DT FC DES DESV DESV 1.00 0.25 DESV DES DESV DES DESV DESV DESV DESV DESV DESV m ®m 06 16 ISM VAX 1 -33 DESV VAV 1 -34 DESV VAV 1 -35 DESV VAV 1 -36 DESV VAV 1 -37 DESV VAV 2 -7 DESV VAV 2 -12 DESV 12x8 248 12x8 260 120 12x8 295 4X13 . 293 2x1 7'5 916 06 06 04 08 00 10 08 08 9 X1 1 3X12 20,X8 20x18 20x 18 14x13 4x13 m 2x10 06 08 2x10 12x1 2x8 2x8 12x10 2x8 2x10 688 73 04 327 2040 2432 EZ111311101 1276 1006 111=1111112 14x13 1072 12:10 670 786 459 732 690 DESV 08 DESV 14 DESV 06 DESV 0 DESV 08 DESV DESV DESV 08 12x10 08 12:10 10 '4x13 12x10 690 414 760 74 240 300 2 414 727 262 147 126 4 746 956 59 30 30 188 422 524 234 85 294 94 Elf 90 2•0 90 295 240 300 723 60 40 121 1.00 00 1 .00 00 1.00 1.00 1.00 00 1 .00 00 OD 1 .00 DO 00 00 0.50 0.50 0.50 0.50 0.50 00 00 00 00 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.12 0.12 0. 12 0.12 0.12 0.25 0.25 0.25 0.12 0.08 0.23 0.23 0.23 0.58 0.36 0.14 0.14 0.23 0.07 0.07 0.04 0.76 0.10 0.21 0.16 MEE 1111111111111111 111 10 I A ,oa„ 111111 11111111111111111111 1111111111.11MMINIMIIIIIMMIIIIMIMEMINIMM MIIIIIM=MIIIMS1011. 8 111111111111111r111•11=1111M=111111K11111111111111111111111111MINI MINIM 111111111111111•1111111MIMMIIMIIIIIIIMIIIIINIIII =MI= MIIIIIIIIIIIIMEM1111111•11111111111111111111111111111•11 NMI =MEN 0.10 0.17 0.21 0.08 0.03 0.12 0.14 0.16 0.10 23 20 13 22 49 42 20 0 10 17 1 0 90 240 90 0.6 0.9 E /1 /1 INSTALLED N THIS ® OUTLET m®® D OWN ® RAD. ® � DISCH. CFM HP ®VOLTS /PH. M 1 C ONSR . PHASE - -■- ® 08 2x10 ®m�® 0. 08 =a_ _-_-- ®mmm 6 ® ®mmm -a ®a - -- -■ - - -a 327 6 0 .1 - 208/1 --_ © FPVAV 1 -2 1 31 2040 6 0 .7 ® 20 1.1 1,1 20 _ - _ 234 29 11 EMI . 1 2 . 5 1 2 08/1 ®® ',. 9 I. 33 17 0.13 ®∎ --EM®�EM®ZE© RH•UUIUiN ®ate 1E■o® ® a ° ■ ■ ■ 120 0.5 ommom 1 7.0 ®mm TAG MODEL AV 1 -20 VAV 1-2 FPVAV 1 -2 VAX 1-240 VAV 1 -280 VAV 1 -28C VAX 2 -2 VAV 3 -5 VAV 3 -6 VAV 3 -7 AV 3 -10 -i8 -19 DESV SIZE CFM STATIC PRESSURE NC LEVELS FAN ELECTRIC HEAT COIL SINGLE DUCT TERMINAL UNIT SCHEDULE NOTES: 1 ROOM NC LEVEL SHOWN INCLUDES ATTENUATION TRANSFER FUNCTIONS OBTAINED FROM TABLES IN ARI STANDARD 885 -90. 2. SOUND DATA SHALL BE OBTAINED FROM TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880 -94. 3. SELECTIONS BASED UPON TITUS AS MANUFACTURER. 4. DIMENSIONS ARE FOR BASE PRODUCT ONLY. CHECK SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS. S. CONTRACTOR MAY SUBMIT ANOTHER APPROVED OR EQUAL MANUFACTURER. I: \00 \200154EX0DUSSEATTLE3 \CAD \1546143.0WG - Jul 28, 2000 - 16:54:38 - DEBBIEC SABEY ARCHITECTURE CONSULTANTS TECH 97 EAST BROKAW ROAD SURE 300 408 - 136-8500 YtSF FAIIMRNIA RSr71 FAR. 408 -436 -1571 130 YOCKWE E STREET 6 51 713 173- 788 -6000 SAN FRARC = CAUEORNIA 91104. fA[4l3- 786 -6060 6SLED F T1 PB W'PH 3 0&14-00 RUED /S 6906118 61-PH I 08 - 11-00 651ED FOR CONSTRIICTIONKH 1 07.71-00 ISSUED FOR TL PERMIT-PH 2 07 -2.0 ISSUED FOR T1 PERMIT-PHI 0G2.0 REVISIONS ISSUE DATE au a�e.��gs o�c .n11e� melerinl eocea.;�q n.re��, �e DRAWING TITLE: MECHANICAL SCHEDULES PROGRESS DATE: ' 04/18/00 FILE: I:\ 20000ADD \200154EX0- SEA3\154A143 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED EN: R. MAHDAVI • APPROVED BY: W. HURLEY OFEIi KWILN V �EPMI' , ENT F EXODUS 00 (";; - bs Jad) 9C SL "S l9 "9 bl9 £1 " Lb 99 - 9 06"9 C 7/"4 I LZ "9 bS2 1 tSL OOL /0 L 9£ " 9£L OO L I 14z 9£9 90"9 69 - 00 - b 96Z 90"4 004 09 "£ 2Z "L /0 "0 000 11 99 /94 6ZS 00 "9 £4 49 - 7 6£4 00 "0 94 49 0 £9 "9 Z 0 01•9 6£ 9 09'9 0£9 90•0 £09 /09 699 90"0 r Ob9 4L £0"9 91 09 0£ £49 9/0 9/S 960 L8£ 6/9 000 (G) r 00"09 L0 "99 6/10 £4'94 00 L£ I /0 09 - 00 96 - 00 I 00•09 00 "00 00 00 I 6L'10 LS,/ 000S L Z "9b 10'22 0609 I 6L19 09 IZ94 :91 '4 4 I '08 6/ 91 /0 £S 1097 I 6L "9L 60 "99 I 6L" l 0 90 , I 1Z 0 "OS I /1 L0 90 l9 41 61"10 1/ 69 "92 £690 L0' l7 00 "00 10 00"01 IL 92"00 00 "00 49 "69 £4 - 94 b1 "Z£ b l'Z 1 1080 92 1£•19 10 84 98'09 £4"94 /9£9 0969 L0 lb 29 "90 £9 0000 6L tS £994 00 "00 £b9b 0S "09 £4 9£ 00 [Z 9L - LS 0009 49 "61 60 "6£ 00991 I X;1oodo0 w ;0 00891 I 00991 00891 00991 00991 I 00991 00891 I 00991 00891 I 00991 00991 I 00991 00891 I 00991 00991 00991 00991 I 00991 00891 I 00991 00991 I 00891 00 891 00 091 00991 I 00891 00891 I 00991 00891 I 0069 00991 00991 00691 I 00991 00991 00891 00991 00991 00991 00991 00991 00991 00991 00891 00991 00991 00991 00991 00991 00991 00991 00091 00891 l 00891 00991 00991 00991 00991 00991 00991 00991 00091 00891 00991 00991 00091 00991 00991 00991 00891 00691 00991 00991 00991 09891 00991 9001 0090 j 2001 I vbtl 419 £Z I.I 9091 8421 1081 I 4011 81£1 f 90£1 7061 OLLI 16,1 6601 _ 1 4000 I LSII 0 1/91 £L£0 9101 9411 94/1 6111 I £LZl B l£L SOOZ 0LL1 90£1 6£91 6181 6691' 9,91 0091 6921 L0,1 0001 I 1291 4600 22, 162 I- / l 91 1191 60,1 9001 £901 1£01 /001 1991 6/11 00,1 £1£1 4/01 11£1 0£01 0901 6101 1091 9101 £011 4611 1941 419 /06 90£1 0091 0991 9091 9/£1 0 w1a 00111 OOL-0 009L 00£9 0069 0009 0069 00001 0009 0048 00L9 000£1 0068 0019 006£ 0066 00/6 0019 00SL 008£1 00601 0006 0019 00601 00901 00/9 0019 0008 000£1 0016 0006 0069 I 0006 00/9 0009 I 0009 J 0066 0069 0009 0019 00901 OOZ01 00£6 0049 00/11 009L 0040 0000___ 0010 000/ 00£01 0018 000/ 006/ 0006 00001 0069 009/ 009/ 0098 00/6 009/ 0048 00001 009£ OOLS 0068 00/6 0068 00££ 0099 00000000 0090 0090 0 0 0 0 0 0 0 0 0 0000000 O O O O O O O O O O O O O O O O O O O O 0000 O 00 00000000 000 900 0 0 0 0 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000 O O O O OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 132x24 Cages 0000 O I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 000 0 0 0 D O O ro o 0 0 0 0 0 0 0 0 0 .0000000000000 0 0 0 o 0 0 0000 O I 0 O O O 000000 0 0011 0 0 00 O O O N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0• 00000 -- 00000 0 ,- 10 0 ,- 0000000000000 0 0 0 O O 0 000000 000000 0 0 00 0099 0 0 0 000000000000000 O O O 0 • I O O 0 0 0 000 0 0 0 0 0 0 0 O 0 0 0 00000000000000 O O 000000 OC) 0 0 0 0 0 0 0 0 0099 0 0 0 0 0 0 - O O w O O M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O M O 0 0 0 0 to O O O O O. O O O O O M O . O O 00000000000000.00 O O O N O O O O O O N O 0 0 0 0 0. 0 0 0 0 0 0 , O O 0 w ;0 Iota] 000 I 0096 008/ OOZE 0009 0090 0096 0090 000/ 009/ 000L 000L 00011 000L 0099 009£ 000 09£ 8E 00911 009, 0099 009,1 000,1 _ 006/ 009,1 0099 0089 000/ 000, 00901 009£ 00,/ 0099 0000 0099 0080 0097 0096 0097 0068 009/ 00601 000/ 008/ 000/ 00001 000/ 0094 0090 00/ 0099 009£ 009, 0099 000, 00,9 0009 OOZE OOZE 008, 0099 000, 009, 000/ 009£ 009£ 0099 000/ 0099 I 009£ 000/ 000£ 0009 O tD M N h„ N, O a O 4 W M N N N N - f N f d' . V O N M d- n N os '` f .- f O co . 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NN ON C N ^ ^ ONM(O aMNMNNO MNN d NN NN M -N N - NN N - N -0, d d NN N O N N N N N N N N N N N N N N N N N N N NN NN N N N N N N N N N N N N N N N N N N N N M M M M M M M M M M M M M M M M M M M M , o, , M M M r) M M , ,,, ,,, M n O N £01, 001, SOLZ 6010 601Z 9010 1 111, 011Z N M, IZIZ OZ!Z 90,, 90ZZ £000 910, £LZZ 91,0 S10Z L1,0 OZZZ 61,, Z0 2000 J £01£ 001£ 9012 401£ L01£ 9010 601£ 801E M NM M M ain M M ton M M m M J 611£ J 911£ 1 1000 000£ 4002 £0Z£ 900£ II BO Z£ J 1102 I £1,£ 010£ s1z£ 9102 /102 I 910£ 61,2 810£ lZZ£ OZZ£ I 2002 ZZZ£ 90,£ b0,£ LZZ: 9ZZ£ it HANGER STRAP SECURE TO STRUCTURE AS REO'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. — FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSOR PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR SECURE DUCT TO FLANGE WITH DRAWBAND AND SHEETMETAL SCREWS DIFFUSER CAN SUPPORT ANGLES FACE OF GRILLE OR DIFFUSER FOAM GASKET ON TOP OF CURB WOOD NAILER FACTORY CURB (LEVEL) ROOFING SUPPLY /RETURN GYPBOARD 0 DIFFUSER /GRILLE MOUNTING Scale: NONE NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. J � - SHARP RADIUS NOT ACCETABLE DUCT 5x DIAMETER EXHAUST DUCT LAY -IN T -BAR CEILING DIFFUSER PAINT INSIDE OF DIFFUSER CAN WITH BLACK PAINT a / / /CEILING / FRAMING 1 / SHEET ROCK CEILING SECURE GRILLE /DIFFUSER WITH SM SCREWS THROUGH NECK OF GRILLE OR DIFFUSER. EXHAUST FAN ® ATTACH TO CURB 2 SCREWS /SIDE FASTEN TO STRUCTURE ROOF DECK DUCT TO BE SAME SQUARE TO ROUND AS DAMPER SIZE TRANSITION ROOF MOUNTED EXHAUST FAN DETAIL Scale: NONE \00 \200154EXODUSSEATTLE.S \CAD \154M61.DWG - Jul 28, 2000 - 14:41:44 DEBBIEC. DUCT LINER (CONTINUOUS) WHERE SPECIFIED SILICON SEALER ON TOP OF CURB 26 CA. FLASHING SOLDURED WATER TIGHT 2x LEVEL CURB HEM — CANT 2" DEEP CLIP APPLY DUCT SEALER OR MASTIC BEFORE SLIDING CLIP ONTO DUC & FLASHING-- SEAL ROOFING ROOF DECK SHEET METAL DUCT FRAMED OPENING NOTE: PROVIDE FINAL SEAL OR HARDCAST TAPE AND SEALER OVER ALL DUCT SEAMS AND JOINTS EXPOSED TO WEATHER. (TRANS -VERSE AND LONGITUDINAL) LINED RECTANGULAR DUCT ROUND DUCT SEALANT (TYP) 24 GA.GALV. FLASHING SOLDER ALL JOINTS. FLARED AT TOP FOR SEALANT CANT CONCRETE ROOF WITH ROOF DECK CLEARANCE STORM COLLAR FOAM GASKET NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. ROUND DUCT CAD PLATED LAG SCREWS 2 /SIDE MIN. 8" HIGH LEVEL CURB (WOOD MUST BE PRESSURE TREATED) ROOFING & INSULATION BUILT -UP ROOFING DUCT STRAP AS REQ'D CEILING DIFFUSER CONNECTION ® DUCT PENETRATION THRU ROOF /DECK Scale: NONE Scale' NONE HANGER STRAP SUPPORTS PER SMACNA ELECTRICAL REHEAT COIL (AS REQUIRED) DUCT TRANSITION AIR FLOW ROUND DUCT 4' -0" MIN. OF LINED DUCT/ //f REHEAT COIL CONTROL BOO PROVIDE (4)HANGER RODS- THREADED PER SMACNA CRITERIA HANGER VIBRATION ISOLATION ASSEMBLY BY MANUFACTURER — BACKDRAFT DAMPER (GRAVITY) BY MANUFACTURER - DAMPER ACTUATOR NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. NOTE PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. VAV BOX L — HIGH PRESSURE FLEX DUCT. 3 FEET MAXIMUM. O VAV TERMINAL BOX SUPPORT Scale: NONE CONNECT TO SUPPORT FRAMING ABOVE (TYP.) DISCONNECT SWITCH SEE PLAN FOR DUCT SIZE (TYP.) PROVIDE DUCT FLEXIBLE CONNECTOR TO FAN '')TYP.) ® IN -LINE EXHAUST FAN SUPPORT Scale: NONE 1" INSULATING BOARD 2" DEEP CLIP SILIC SEALER ON TOP OF CURB WAVER FLASHING SO DERED WATER 2x LEVEL CURB HEM CANT ROOFING ROOF DECK APPLY DUCT SEALER OR MASTIC BEFORE SLIDING CUP ONTO DUCT & FLASHIN SEAL HEAVYWEIGHT GLASS CLOTH COVERED W /MASTIC COATING SHEET METAL DUCT (N)2x4 ON BOTH SIDES OF OPENING PERPENDICULAR TO EXISTING 2x4. INSULATED RECTANGULAR DUCT SLEEVE MIN.2" LARGER THAN PIPE. USE SCH 40 PIPE FINISH WALL OR LOUVER PACK WITH ROCK WOOL OR FIBERGLASS ESCUTCHEON BOTH SIDES THRU WALL NON - INSULATED EXTERIOR PIPE 1/2" NON - HARDING WATER PROOF SEALANT INSULATE INTERIOR PIPE INSULATION TO HAVE MIN. 950' F TEMPERATURE RATING HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T- BAR SUSPENDED CEILING SLEEVE MIN.2" LARGER THAN PIPE. USE SCH 40 PIPE FINISH WALL OR LOUVER PACK WITH ROCK OR FIBERGLASS ESCUTCHEON BOTH SIDES PIPE SLEEVE DETAIL THRU LOUVER 307 FREE AREA MIN SEE ARCHITECTURAL DRAWINGS FOR SPE I'ICATIONS OF FLOOR ''TILES (TYP) 2 PERFORATED FLOOR LAYOUT PERFORATED TILE LOCATION J - SHARP RADIUS NOT ACCETABLE \-1 RADIUS 6" M:N HIGH CAN ON SQUARE NECK II DIFFUSER LAY IN T -BAR CEILING DIFFUSER NON - INSULATED EXTERIOR PIPE 1/2" NON - HARDING WATER PROOF SEALANT FOR LOUVER ONLY WELD PIPE SLEEVE TO LOUVER FINS INSULATE INTERIOR PIPE INSULATION TO HAVE MIN. 950' F TEMPERATURE RATING SAIBEY ARCH!TECTLIRE -.77 CONSULTANTS 97 EAST BROKAW ROAD SURE 388 408 -456 -8380 - $ALL.B SE PM BLAND. 05117 FAY. 408 -414 -1511 120 MONTGOMERY STREET. SURE 718. A15- 788-6000 SAN FRANCISCO. CALIFORNIA 94104. FAY415- 766 -6040 ® CEILING DIFFUSER CONNECTION (SO NECK) Score: NONE REVISIONS DRAWING TITLE: DRAWING NUMBER: $3E0 KRT1PBORAi 3 06 -14-0 ISSUED AS BUUETW f1-F111 0811-00 ISSIED FOR C(NSMUMNfli 1 073}0 ISSUED FOR T1 PERMIT-PH 2 07 -26-00 ISSUED FOR Tl PERMR-PH 1 06-26-00 angiVentagg IIMMEMMEMMMEMM MECHANICAL DETAILS PROGRESS. DATE: 04/1B/00 FILE: I: \200TCADD \200154EXO- SEAS \154M61 PLOT: PROJECT NUMBER. 200154 DRAWN BY:. W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY M6.1 SA /RA DUCT FSD ACTUATOR 90 TAKE -OFF 15' MAX S17F TRANSIT, / RATED WALL OPENING ij DUCT DOWN NOTES: 1. SINGLE -LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS - STATE FIRE MARSHALL U.L. APPROVED FIRE DAMP R. S ' ACCESS DOOR (ACTUATOR SIDE) T. NATL. SLEEVE ANGLE FRAME BOLTED TO ALL FOUR SIDES OF SLEEVE. NOT S. 1 THIS DETAIL IS GENERIC. FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. IF ROUND DUCT, PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. 3- SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. INSTALL DUCT SMOKE DETECTOR FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FEET OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. 5. CONTRACTOR TO PROVIDE INSTALLATION /OPERATION MANUAL FOR FIRE /SMOKE DAMPER. THE MANUAL TO BE LOCATED ON SITE, AND TO BE R,ADILY AVAILABLE UPON REQUEST BY THE CITY INSPECTOR. AIR A _ FLOW r NOTES: 1- THIS DETAIL IS'. GENERIC. FOLLOW FIRE /SMOKE ,DAMPER ,MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. 3. IF ROUND DUCT, PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. UNDUCTED FIRE /SMOKE'. DAMPER OPENINGS SHALL HAVE LISTED SMOKE DETECTORS INSTALLED UP' TO 12" IN FRONT OF, OR BEHIND THE OPENING. DETECTORS SHALL BE CENTERED IN THE OPENING IN ACCORDANCE WITH NFPA 72. 0 RA /TRANSFER AIR FSD scale NONE 90 CONICAL TAKE OFF 90 OR 45 Fl ROW ROUND DUCT DETAILS 45 TAKE-OFF I: \OD \2D0154EXODUSSEATTLE3 \CAD \154M62.DWG - Jul 28, 2000 - 14:42:23. - DEBBIEC (ED) NUT AND LOCKNUT 7 2" DEEP CLIP SEAL WITH MASTIC 90 TAKE -OFF 15 MAX. SIZE TRANSITION DUCT DOWN O RECTANGULAR DUCT DETAILS Scale: NONE CUT HOLE THRU ROOF REFRIGERANT PIPING WITH INSULATION 3/8" DIA. ROD OR 1 "x16 GA. HANGER STRAP, TYP. 1 -1/8 "x12 GA. SPLIT RING COLLAR AROUND DUCT 22 GAUGE TOP COVER APPLY MASTIC BEFORE SHEET METAL SCREWS APPLY MASTIC BEFORE SLIDING CLIP ONTO DUCT & FLASHING THESE TWO HANGERS ARE TO BE USED ON DUCTS 25" & LARGER (MAY BE USED ON SMALLER DUCTS). 2 RADIUS TAKE -OFF RADIU SPLITTER TAKE -OFF 1(SD) NOTES: 1. SINGLE -LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS 2. SIZE A &B DIMENSIONS IN PROPORTION TO AIR QUANTITIES IN EACH LEG SPLIT PACK BOX WITH FIBERGLASS 0 imam CAULK AND SEAL SPACE AROUND PIPE 26 GA. FLASHING HOT MOP INTO ROOF 4 "MIN. HOT GAS WITH ',INSULATION I NOTE: I ,1 PAINT ALL EXPOSED SHEET METAL PARTS WITH I WEATHER ',RESISITANT PAINT. XI /4 BOLT, NUT & STAR WASHER. TYP. 1" x 16 GA. HANGER STRAP ROUND DUCT HANGER DETAIL Scale: NONE EACH STRAP ADJACENT TO ONE ANOTHER AT HANGER LOCATION, (TYP.) 1 "x16 GA. CONTINUOUS HANGER STFAP, (TYP.) ® PIPES PENETRATION THRU ROOF DETAIL Scale 1 " -1' -0" FACTORY SUPPLIED MOUNTING CURB ANCHOR NAILER TO CONC. ROOF SEE STRUCT. DUCT SIZE. SEE PLANS., 3/16" THK CAP PLATE WITH 1/2" THREADED HOLE CENTERED IN PLATE (TYP.) PROVIDE FLASHING AROUND STEEL POST, CANT AROUND POST, SEAL AND FLASH WATER TIGHT (TYP.) 1 -5/8" UNISTRUT FACTORY MOUNTED MOTORIZED ISOLATION DAMPER INSIDE UNIT BURGULAR BARS MOUNTED IN DUCT OR INSIDE.. ROOF CURB (BY OTHERS) 1 /2"x 4" LAG BOLT, PROVIDE NEOPRENE -STEEL ' BETWEEN CAP & STRUT 1 BUILT -UP ROOFING CONCRETE ROOF PROVIDE FLASHING AROUND STEEL POST, CANT AROUND POST, SEAL AND FLASH WATER TIGHT (TYP' -) O ROUND DUCT ROOF SUPPORT DETAIL Sc..: NONE ALTERNATE DETAIL iv F "I h'' °1111 2 MAX (TYP:) E PRIMARY DETAIL ® ACU ROOF ,MOUNTING DETAIL Scale: NONE 0 RETANGULAR DUCT ROOF SUPPORT DETAIL Scale: NONE ROOF OPENING SEE STRUCT UNIT EXTERIOR � — PROVIDE FLASHING AROUND WOOD SLEEPER FACTORY SUPPLIED GASKET FACTORY SUPPLIED 2x4 NAILER CONCRETE ROOF. CONCRETE ROOF., FASTEN FLASHING TO CANT OR NAILER, SEE ARCH. DWG'S FOR DETAILS FLASHING, SEE ARCH. DWG'S FOR DETAILS CANT, SEE ARCH DWG' FO DETAILS 6X4 NON - COMBUSTIBLE LEVELING CURB. CONTRACTOR. HAS OPTION TO USE STEEL BUILT -,UP ROOFING CONCRETE. ROOF PROVIDE 12 GUAGE x 3" WIDE GALV. SHEET METAL BAND, OVER AND UNDER MAIN DUCT FASTEN TOGETHER OVER POST. BOLT SHEET METAL BANDS TOGETHER TO POST WITH I/2 "0 BOLT (TYP.) TS 2x223/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/16 WELD POST TO BASE PLATE. PL 1/4x4x7 (TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF. BUILT UP ROOFING. DUCT SIZE. SEE PLANS PROVIDE P5000 UNISTRUT AT EACH SIDE OF DUCT 5 GALV. SCREW WITH LOCKWASHER AND DBL NUT 6x PRESS. TREATED RDWD SLEEPER MOUNTED ON TOP OF PURLIN. 6 "x6 "x16 GAGE STEEL STEEL PLATE DUCT SIZE. SEE PLANS TS 2x2x3/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/16 WELD POST TO BASE PLATE. PL 1/4x4x7 (TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF. BUILT -UP ROOFING. SABEY ARCHITECTURE CONSULTANTS I I 97 EAST BROKAW ROAD SURE 300 WA -436 -8300 —SIIL_JOST Ea !FORMA 95117 FAx• 406 -136 -MII 110 NOMyOMERY SKIM SURE 715- 416 - 766 SIN FRANC., CALIFORNIA 9410- FAX:41, - NW - 6010 ISSUE DATE DRAWING TITLE: MECHANICAL DETAILS ISSUED FOR T1.PMMITPH 3 06-11-00 SSUED FOR UASTR11CTI0f✓ -PH,1 073FW ISSUED FOR D. PERMIT PH 2 07 -26-00 ISSUED FOR T1 PERMR -PH 1, 06-26-00 REVISIONS PECEN _ G"V OF a �FP� PROGRESS DATE: 04/18/00 FILE \2000CADD \200154E %0 SEA3\754M62 PLOT:. PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER: M6.2 PIPE SIZE (IN) MAX SUPPORT SPAN (FT) MIN. ROD SIZE (IN) UP TO 1" 7 3/8 !1 -1/2 9 3/8 2 TO 2 -1/2" 10 1 3/8 3" 12 I 1/2 3 -1/2" 13 1/2 4 14', 5/8 5 16 5/8 6 17 3/4 8 19 7/8 10 22 7/8 12 23 7/8 FOAM GASKET ON TOP OF CURB FACTORY CURB 24 „A GALJ SM SLEEPER FLASHING "PRE-I46" PIPE SUPPORT & CLAMP (IF APPLICABLE) CANT ROOFI 6X4 NON- COMBUSTIBLE LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL NOTE: 1. PROVIDE CRICKET ON UP SLOPE SIDE WHEN SLEEPERS ARE PERPENDICULAR TO ROOF SLOPE. 0 ROOF PIPING SUPPORT DETAIL 5E4,1 NONE g) PIPE HANGER DETAIL Scale: NON ROOFING -\ Scale NONE MOTORIZED CONTROL/ DAMPER ANCHOR NAILER TO CONC. ROOF SEE STRUCT. ATTACH TO STRUCTURE WITH STRUT A,CESSORi ES AS REQUIRED (TYP) THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED STRUT CHANNEL SESMIC RESTRAINTS PER SMACNA GUIDELINES 0 0 0 0 0 0 BURGULAR BARS MOUNTED IN DUCT OR IN ROOF CU ° B / / / // / // ROOF PIPE SUPPORT NOTE: SEE ARCH., AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. C I RELIEF EXHAUST FAN DETAIL I: \00 \200154EXODUSSEATTLE3 \CAD \154M63.DWG —Jul 28, 2000 14:43:49 — DEBBIEC 6x PRESS. TREATED RDWD SLEEPER MOUNTED ON TOP OF PUFLIN. 1 -5/8" UNISTRUT 6 "x6"x16 GAGE STEEL STEEL PLATE 1/2 "x 4" LAG BOLT, PROVIDE NEOPRENE -STEEL WASHERS BETWEEN CAP & STRUT EXHAUST FAN VFD W /FUSED DISCONNECT IN NEMA 3R CABINET. FIELD MOUNTED ON FAN OR RACK SEE ELECT. DWG'S. FASTEN FLASHING TO CANT OR NAILER, SEE ARCH. DWG'S FOR DETAILS FLASHING, SEE ARCH. DWG'S FOR DETAILS CANT, SEE ARCH. DWG'S FOR DETAILS BUILT -UP ROOFING - CON ROOF CAP SCREW WITH LOCKWASHER AND DOUBLE NUT ® EXHAUST DUCT SHAFT DETAIL Scale: NONE SUPPLY DUCT SHAFT DETAIL Scale: NO CONCRETE FLOOR SEE DETAIL 1 1/M6.2 FOR FIRE /SMOKE DAMPER DETAILS EXTERIOR WALL NON HARDENING SILICON SEALER (TYP) 16 GA. 1 /2x1- 1/2x1/2 CHANNEL FASTEN 16 "O.C. I FLASHING DUCT WALL I T k1.�11fii1fi1i1i1iT 96" 48" V 96" GYPBOARD EXHAUST SHAFT WALL, SEE ARCHITECTURAL DWG'S FOR DETAILS FRAME! OPENING AS NECESSARY I A GYPBOARD SUPPLY AIR SHAFT WALL, SEE ARCHITECTURAL DWG'S FOR DETAILS GYPBOARD EXHAUST - SHAF7. WALL, SEE ARCHITECTURAL DWG'S FOR DETAILS DUCT PENETRATION THRU WALL 24x24 ACCESS DOOR, SEE ARCH. DWG'S FOR DETAILS SEAL FLOOR OPENING AROUND FIRE /SMOKE DAMPER SLEEVE USE APPROVED ISEALANT FIRE /SMOKE DAMPER (HORIZONTAL) INSTALL. IN FLOOR SLAB. ACTUATOR TO BE LOCATED ABOVE 3RD FLOOR NEAR ACCESS DOOR © FSD @ EXHAUST DUCT SHAFT DETAIL. Scale: NONE FASTEN DUCT TO METAL STUD FRAMING, SEAL ALL JOINTS SUPPLY DUCT BRANCH TO VAV BOXES, SEE PLANS FOR SIZE WALL HOUSING ® SIDEWALL EXHAUST FAN MOUNTING Scale: NONE CONICAL FITTING SUPPLY SHAFT CONTROL DAMPER O SUPPLY DUCT Scale: NONE L 'e" TYPICAL WELD OR BOLT FRAME TO INSIDE OF EQUIP. CURB AND. OR DUCT 48" 1 "x /4", FLAT BAR FRAME WELD RODS TO FRAME 5cde: NONE FRAME AROUND AT DUCT CONNECTION SEAL OPENINGS WEATHERTIGHT WITH APPROVED SEALANT SEE ARCH. DWG'S. FASTEN WEATHERHOOD, DAMPER GUARD, BACKDRAFT DAMPER, AND WALL COLLAR TO WALL, SEAL CONNECTION WEATHERTIGHT WEATHERHOOD (AS REQ'D) BACKDRAFT DAMPER WITH DAMPER GUARD CLOSURE ANGLES SUPPLIED BY FAN MANUFACTURER CONCRETE WALL GYPBOARD SUPPLY AIR SHAFT WALL. FACE MOUNTED, SIDE PLATE PROVIDE ACTUATOR IN AIRSTREAM. WITH MOL.NTING BRACKET '.. AND ACTUATOR LINKAGE PROVIDE. 16x16 ACCESS DOOR FOR ACCESS TO CONTROL DAMPER ACTUATOR. SEE ARCH. DWG'S. FOR ACCESS DOOR DETAILS `-- -CEILING CONNECTION TO SHAFT 48" 36 "0 DIA. NOTE: /1\ GYPBOARD SUPPLY AIR SHAFT WALL, TERMINATE GYPBOARD 2" BELOW RAISED FLOOR 30" HIGH RAISED FLOOR EXTEND METAL STUDS TO CONCRETE FLOOR . SEE ARCH. DWG'S FOR''. DETAILS j-CONCRETE FLOOR 0 DUCT /SHAFT TERMINATION DETAIL Scale: NONE 1/2" DIA 101'8 COLD ROLLED STEEL. BARS. WELD AT EACH INTERSECTION SHEETMETAL CONE. (AIR DIVERTER) FASTEN CONE TO CONCRETE FLOOR CENTER CONE TO SUPPLY DUCT ADD THIS BURGULAR BAR ASSEMBLY TO ALL ROOF OPENINGS. LARGER THAN '.. 1.0 SQ. FT. IN SIZE ED SECURITY BAR ASSEMBLY SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SURE 300 406 -436 -8300 VR ncF F4uFIRMASS117 E A^^J50 -1511 130 RORTINICU STREET SURE 716 415- 760-6000 SAN ER9901590, O.WFORNIA 99109. FM915- 708 -6090 0616-00 0&11 -00 6SIID FOIL TA PERMM PH 3 Qt ISSLED AS BUUEIR191,111 6SOED FOR CONSTRIX110P 11 07.00 ISSUED FOR T1 PERMF7.1 2 O7 -26-00 ISSUED FOR 11 PERMR -PH 1 0626-00 REVISIONS ISSUE. DATE QTY OFET KNLP� X , I ,L}1 EMT 1;EUrF.t- EXODUS O�IIQC�'I gf Lut DRAWING TITLE: MECHANICAL DETAILS PROGRESS D ', 04/18/00 FILE :I: \2000CADD \200154EX0- SEA3 \1 S4M63 PLOT PROJECT'. NUMBER' 200154 DRAWN 6Y W. NELSON CHECKED BY R. MAHDAVI APPROVED BY: W. HURLEY, DRAWING NUMBER: M6.3 TYP. COMPUTER ROOM AC UNIT MOUNTED ON FLOORSTAND (FACTORY FURNISHED) COND. DRAIN LINE. — SEE PLUMBING DWG — 12" LONG UNISTRUT CHANNEL SECURE TO MIN. OF 2 STUDS IN WALL - UNISTRUT CHANNEL END CAP (TYP) ELEVATION RETURNI AIR INTAKE PIPE PIPE INSULATION A UNISTRUT PIPE CLAMP A CONTROL PANEL \00 \200154EXODUSSEATTLE3 \CAD \154M64.DWG - 'Jul: 28, 2000 — 14:44:17 — DEBBIEC LIQUID & HOT GAS REFRIGERANT LINES. UNISTRUT PIPE CLAMP PIPE PIPE NSTALLATION INTERIOR WALL UNISTRUT CHANNEL SECURE TO MIN. OF 2 STUDS IN WALL UNISTRUT PIPE CHANNEL NOTE: TYP FOR ONE MORE PIPE AS, REQUIRED. 0 PIPE SUPPORT AT WALL Scale NON TYP. ROOF MTD. AIR COOLED CONDENSER UNIT. CONCRETE EQUIPMENT PAD (SEE STRUCT.) '2) LIQUID & (2) HOT GAS REFRIGERANT LINES. TYPICAL PIPE SUPPORT LOCATE EVERY 4 -0" SEE DETAIL 1/M6.3 (2.) LIQUID & (2) HOT GAS REFRIGERANT LINES INSIDE PIPE CHASE. NOTES: 1. FOR EXACT ROUTING OF LIQUID, HOT GAS & CONDENSATE DRAIN LINES SEE MECH. DRAWINGS M -2.1 & PLUMB. DRAWINGS . COORDINATE WITH ALL RELATED DISCIPLINES. TYPICAL_ CPU AND ACC �IUNITS''DIPING & INSTALLATION DETAIL Scale: NONE SLOTTED HEX HEAD SCREW AND NUT SECTION A —A RAISED FLOOR TYPICAL PIPE SUPPORT LOCATE EVERY 4' —D" SEE DETAIL 4/M6.4 FOR TYP. PIPE THRU ROOF. DETAIL SEE 6/M6.2 ROOF LEVEL SUPPLY AIR DUCT SHAFT WALL TYPICAL PIPE SUPPORT LOCATE EVERY 4' -0" SEE DETAIL 2/M6.2 THIRD FLOOR SUPPLY AIR DUCT WALL SECOND FLOOR THESE TWO HANGERS ARE TO BE USED ON DUCTS 25" & LARGER (MAY BE USED ON SMALLER DUCTS). 3/8" DIA. ROD OR 1" X 16Ga. HANGER STRAP. (TYPICAL) NUT Sc LOCKNUT 1 -1/8" X 12Ga. SPLIT RING COLLAR AROUND DUCT 1" X 16Ga. HANGER /STRAP, (TYP.) 1/4 BOLT, NUT..& STAR 'WASHER (TYP.) SHEET METAL SCREWS (TYPICAL) EACH STRAP ADJACENT TO ONE ANOTHER AT HANGER LOCATION. (TYPICAL) ROUND DUCT HANGER 1" X 18Ga. STRAP OVER DUCT (TYP.) TRIM AT 45. ANGLE (TYP.) ', MAX PIPE NSTALLATION PIPE ', 1" X 1RGa. CONTINUOUS f— COLLAR DRAWN TIGHT AROUND DUCT 3/8" DIA. ROD, OR 1" X 16Ga. HANGER STRAP, (TYP.) RECTANGULAR DUCT HANGER NOTES: 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE. IN ACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 3. PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. 3 DUCT HANGERS DETAILS Scale: NONE nal is 1" X 16Ga. HANGER STRAP 3/8 BOLT, NUT & 'STAR WASHER UNISTRUT PIPET CLAMP SLOTTED HEX'' HEAD SCREW ' AND NUT FLOOR SLAB 12" LONG UNISTRUT PIPE CHANNEL UNISTRUT CHANNEL SECURE TO CONCRETE FLOOR ® PIPE SUPPORT AT FLOOR Scale: NONE 2" X 2 " S 1/8" I ANGLE TOP & BOTTOM THIS HANGER IS FOR DUCTS 24" DIA. & SMALLER 1/2" DIA. ROD. (TYPICAL) 61 ", AND OVER SABEY CONSULTANTS r 97 FIST BROKAW ROAD SUITE 300 1W- 136 -63W LN .105E IFORNIA %5117 FAY. 106 136 - 1511 120 FRANCISCO, STRER 41 4. F 113 - 786 - 6000 SAX iRANCRCO, CAaFORNIA 9tI0A AX:113- 7116 -6040 AEFA DRAWING TITLE: ARCHITECTURE MECHANICAL DETAILS D FOR R P6W PH 3 I 08-11-00 ISSt D FOR WNS1WCTION -PHI 07.7}00 '. ISSUED FOR T.1 PERMIT -PH 2. 07 -2.0 ®'. 510 cEN EXODUS wee airrirgegg PROGRESS DATE: 04/,18/00 II. FILE: I. \2000CADD \I200154EXO — SEAS\ 154663 PLOT: PROJECT NUMBER: 200154 DRAWN BY I W. ' NELSON CHECKED. BY: I R. MAHDAVI APPROVED BY. W. HURLEY LEGEND 07-_- WELL INSERTION TEMPERATURE SENSOR Enli mi CONNECTION OR CONTINUATION POINT DUCT SMOKE DETECTOR BY ELECTRICAL DIVISION •r OT REHEAT COIL TEMPERATURE CONTROL VALVE ROOM TEMPERATURE SENSOR WITH SETPOINT ADJUSTMENT, TIMED OVERRIDE POSH BUTTON. CANCEL PUSH BUTTON, AND. COMMUNICATION JACK 1..: MOTOR STARTER BY OTHER I .. -- PNEUMATIC TUBING MCC 1 MOTOR CONTROL CENTER BY ELECTRICAL IC,VIS1ON I DPS I DIFFERENTIAL PRESSURE SWITCH CI, COMBINATION CURRENT SENSING RELAY AND COMMAND OUTPUT RELAY LEGEND BCU BUILDING CONTROL UNIT O DM POWER N WIRING, INSTALLATION Sc TERMINATION BY ELECTRICAL SIO E- ---- PADDLE TYPE FLOW SWITCH ® RELAY LCP LIGHTING CONTROL PANEL BY ELECTRICAL DIVISION ' RP RELAY PANEL WITH TRANSFORMER TCM : THERMOSTAT CONTROL MODULE UCH UNIT CONTROL MODULE SW. SH.!.. TWISTED SHIELDED CABLE WP WEATHER PROOF, NEMA 1 4 OR NEMA 3R CFFITF TRANS INTELLIPAK UNIT AC -3 �2 #18 TW. OH. C 120VAC . VAV -1 ROOF 120VAC TO WORKSTATION 5- - -- 3RD FLOOR I. \00\ 200154EXODUSSEATTI'.E3 \ CAD \154M71. DWG VAV -2 2 #18 TW. SH. - 120VAC ACC -01 (REMOTE) INST CAH -01 T ORY ALLED VAV -3 ETHERNET LAN TRANE INTELLIPAK UNIT 120VAC DEDICATED. 120VAC CIRCUIT -5 COMM4 LINK a= 2 #18 TW. SH. y -- (26) TOTAL VAV -4 1A.,5 #18 TW. COMM3 LINK 2 #18 TW. SH. SEE SHEET NOTE #1 (TYPICAL) 1200/240 TRANSFORMER BY BAS CONTRACTOR (TYPICAL' ACC -02 (REMOTE) CAH -02 FACTORY INSTALLED TRANE VOYAGER UNIT AC -1 _2 #18 TW. SH. 2 #1`. TRANE INTELLIPAK UNIT TRANE INTELLIPAK UNIT TRANE UNIT TRACER SUMMIT RISER DIAGRAM - OFFICE' 2ND FLOOR C` 11III. JAI 28, 2000 - 14:45:35 - DEUBIEC -(5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) x 12/1 (T00YPICAL0 ) POWER 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) VAV -1 5 TW #18 CRU POINTS 1 1ST (TYPICAL) ,&__.A LOG INPUTS SPACE TEMPERATURE SUPPLY AIR TEMPERATURE SPACE HUMIDITY BINARY INPUTS COMPRESSOR 1 HI PRESSURE ALARM COMPRESSOR 1 LOW RRESSURE ALARM COMPRESSOR 2 HI PRESSURE ALARM COMPRESSOR 2 LOW. PRESSURE ALARM SMOKE DETECTOR ALARM UNIT LOW FLOW ALARM! UNIT WATER DETECTOR ALARM BINARY. OUTPUTS SUPPLY FAN. START /STOP COOL STAGE 1 EN /DIS COOL STAGE 2 EN /DIS LP BYPASS 1 EN/DIS LP BYPASS 2 EN /DIS C 1- VAV -2 1, 5 #18 TW . ( ) 2 #18 TW. SH. 0 -0 T f6) O B TAL OXES 2 #1B 2 #18 TW. OH. BOLL POINTS 1 1ST COLO. 1 FIRE ALARM INPUT ( 'FACP / BCU) TW. SH. 2 #1 120VAC •r' TRANE VOYAGER UNIT AC-2 ANAL 00 INPUTS DUCT PRESSURE HEADER 1 (3, 5) DUCT PRESSURE HEADER 2 (3, 5) BINARY INPUTS RTU -1 HUMIDIFIER LEVEL ALARM (3, 5) RTU -2 HUMIDIFIER LEVEL ALARM (3, 5) RTU = 3 HUMIDIFIER LEVEL ALARM (3, 5) RTU -4 HUMIDIFIER LEVEL ALARM (3, 1 , 5) RTU -1 SUPPLY :ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -2 SUPPLY I ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -3 SUPPLY l ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -4 SUPPLY ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -1 START INPUT x(3,5) RTU -2 START 1 .(3,5) . RTU -3 START INPUT (3,5) RTU -4 START INPUT (3,5) , RTU -1 OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) RTU -2 OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) RTU -3 OA /RET ISOLATION DAMPER OPEN /CLOSE (3. 5) RTU -4 OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) BINARY OUTPUTS RTU -1 HUMIDIFIER FILL /DRAIN (3, 5) RTU -2 HUMIDIFIER FILL /DRAIN (3, 5) RTU -3 HUMIDIFIER FILL /DRAIN (3, 5) RTU -4 HUMIDIFIER FILL /DRAIN (3, 5) RTU -1 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -2 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -3 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -4 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -1 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -2 ISOLATION DAMPERS OPEN /CLOSE (3. 5) RTU -3 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -4 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -1 START OUTPUT (3,5) RTU -2 START OUTPUT (3,5) RTU -3 START OUTPUT (3,5) RTU -4 START OUTPUT (3,5) BINARY INPUTS GEF 1 VFD FAULT GEF 2 VFD FAULT BINARY OUTPUTS GEF 1 VFD ENABLE GEF 2 VFD ENABLE 2 #1 ANALOG INPUTS COLO SPACE TEMPERATURE 1 COLO SPACE TEMPERATURE 2 COLO SPACE TEMPERATURE 3 COLO SPACE TEMPERATURE 4 COLO SPACE TEMPERATURE 5 COLO SPACE TEMPERATURE 6 COLO SPACE TEMPERATURE 7 COLO. SPACE TEMPERATURE 8 COLO SPACE TEMPERATURE 9 COLO'. SPACE TEMPERATURE 10. COLD. SPACE PRESSURE COLO SPACE HUMIDITY ANALOG 'OUTPUTS GEF 1 VFD'. CONTROL GEF 2 VFD CONTROL COLO ZONE. CONTROL 1 COLO ZONE!' CONTROL 2 COLO ZONE : CONTROL 3 COLO ZONE.. CONTROL 4 COLO ZONE.. CONTROL 5 COLO ZONE. CONTROL 6 COLO ZONE CONTROL 7 COLO ZONE CONTROL 8 COLO ZONE CONTROL 9 COLO ZONE CONTROL 10 POINT SOURCE NOTES 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM. 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE #18 TW. OH.� Y VAV -7 �5 W. #18 ` T T' ROOFTOP UPCM POINTS SUMMARY 70NE DAMPER UPCM POINTS SUMMARY SH. U (6) BOXES 2 # TOTAL VAV -8 ' 5 #18 ` TW. VAV -9 T.,5 #18 TW. SABEY ARCHITECTURE EA ifCH - 97 FAST BROKAW ROAD SUITE MO 408 - 456 -8300 JOSE CAI lrnmua5L1ZFA:__40a lib -1511 ` sTRm. wm n 41 -]88 -saw suI vRaxcLSw, cwEORKU 9.104. s FACaIa P`pF tUKW� � to \� cEN�F4 EXODUS'' DRAWING TITLE: MECHANICAL CONTROLS DIAGRAM PROGRESS DATE: 04/18/00 FILE I: \2000CADD \200154EXO -SEA3 \154671 PLOT: PROJECT NUMBER: 200154. I DRAWN BY- W. NELSON CHECKED BY: R. MAHDAVI APPROVED 8Y: W. HURLEY (TYPICAL) -� ; ' `1: LJ ` � W UPS # C, UPS #2 TRANE INTELLIPAK UNIT (TYP.) I o (III: TRANE BUILDING CONTROL UNIT DIMAX HARDWIRED POINTS LIST BINARY INPUT RTU AND EXHAUST FAN ALARM ANAI OG OUTPUT 1 COLO SPACE TEMPERATURE COLO 1 SPACE HUMIDITY COLO 2 SPACE TEMPERATURE COLO 2 SPACE HUMIDITY COLO 3 SPACE TEMPERATURE COLO 3 SPACE HUMIDITY I COLO 4 SPACE TEMPERATURE COLO 4 SPACE HUMIDITY COLO 5 SPACE TEMPERATURE COLO 5 SPACE HUMIDITY CRU 1, SPACE TEMPERATURE CRU 2 SPACE TEMPERATURE CRU 1: SPACE HUMIDITY CRU -2 SPACE HUMIDITY UPS SPACE TEMPERATURE 1 UPS SPACE TEMPERATURE 2 - 4 AC - 5 CRANE INTELLICA.0 UNIT BIER ARM wry 1 , 1 ICII p 11 IC111u1 1 r oI off 1 oI ©1 S- _ S J MEd TO WORKSTATIONI- OR OTHER BCU Clllllll: 120V/10 POWER TO TRANSFORMER (TYPICAL) 120V/24V TRANSFORMER BY BAS CONTRACTOR (TYPICAL) Iiii : UPS AREA ETHERNET LAN 120VAC POWER (TYPICAL M FR ETHERNET LAN HARDWIRED RTU ALARM - I: \UO \2U0154EXODUSSEATTLE3 \ CAD \154M72.DWG - Jul 28, 2000 MAINTENANCE SHOP (1 PER BLDG.) AC -6 AC -7 TRANE INTELLIPAK UNIT 120V/10 POWER TO TRANSFORMER (TYPICAL) OUTSIDE AIR EF , It�lllllll: BEI X1. 16 .1 BRI I<°`IIIIIIi: l�lllllll: I ■ (, UPS #3 (, UPS #4 T , UPS #5 L BC a1 mul-s ERE TRANE BUILDING CONTROL UNIT SHEET NOTES: O RTU CONTROL LOCATED ON ROOF NEXT TO EXHAUST FAN VFD RACK (TYP OF 5) O EXHAUST FAN AND ZONE DAMPER CONTROL LOCATED ON ROOF (TYPICAL OF 5) UI TYPICAL FOR 8 /UPCM AND TYPICAL FOR 40 /COLD TOTAL OF 200 FOR 5 COLO'S O4 (5)FIRE ALARM INPUTS (WIRING BY DIV. 16) FROM CHEETA SYSTEM IN SECURITY ROOM % TRACER SUMMIT MCU PROVIDED 1 BY BY OWNER O DIMAX WORKSTATION IS LOCATED IN NOC AREA - 14:46:56 DEBBIEC UPS AREA 120V/10 POWER (TYPICAL) BTU, 9 [VIII Ih J j AG8 AC - TRANE INTELLIPAK UNIT 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) R1U1 1. M211 lt: COLO #2 BCU 2 -1 & 2 -2 UPCM 2 -1 TO 2 -10 RTU T SEE UPCM HARDWIRED POINTS. LIST RTU TAG LEGEND 1 1111 1 611E lei: IMII1: COLO #3 I(< - T X ROOFTOP NUMBER COLO NUMBER ROOFTOP UNIT GENERATOR EXH. FAN START /STOP & STATUS (TYP. OF 10) raw] BCU 3-1 & 3 -2 UPCM 3 -1 TO 3 -10 TRACER SUMMIT RISER DIAGRAM UPS AREA Scale: NOME 1L 1E11111 COLO # EF UPCM 6 -6 BCU 4 -1 & 4 -2 UPCM 4 - 1 TO 4 - ANALOG INPUTS GENERATOR EF1 -1 SPACE TEMPERATURE (3,5) GENERATOR EF1 -2 SPACE TEMPERATURE (3,5) GENERATOR EF1 -3 SPACE TEMPERATURE (3,5) GENERATOR EF1 -4 SPACE TEMPERATURE (3,5) GENERATOR EF1 -5 SPACE TEMPERATURE (3,5) GENERATOR EE1 -6 SPACE TEMPERATURE (3,5) GENERATOR EF1 - -7 SPACE TEMPERATURE (3,5) GENERATOR EF1 -8 SPACE TEMPERATURE (3,5) GENERATOR EF1 -9 SPACE TEMPERATURE (3,5) GENERATOR EF1 -10 SPACE TEMPERATURE (3,5) BINARY INPUTS GENERATOR EF1 -1 STATUS (3,5) GENERATOR EF1 -2 STATUS (3,5) GENERATOR EF1 -3 STATUS (3.5) GENERATOR EF1 -4 STATUS (3,5) GENERATOR EF1 -5 STATUS (3,5) GENERATOR EF1 -6 STATUS (3,5) GENERATOR EF1 -7 STATUS (3,5) GENERATOR EF1 -B STATUS (3,5) GENERATOR EF1 -9 STATUS (3,5) GENERATOR EF1 -10 STATUS (3,5) BINARY OUTPUTS GENERATOR EF1 -1 START /STOP (3,5) GENERATOR EF1 -2 START /STOP (3,5) GENERATOR EF1 -3 START /STOP (3,5) GENERATOR EF1 -4 START /STOP (3,5) GENERATOR EF1 -5 START /STOP (3,5) GENERATOR EF1 -6 START /STOP (3,5) GENERATOR EF1 -7 START /STOP (3,5) GENERATOR EF1 -8 START /STOP (3,5) GENERATOR EF1 -9 START /STOP (3,5) GENERATOR EFT -10 START /STOP (3,5) TRACER SUMMIT RISER DIAGRAM COLO Scale: NONE 111111111: BTU 0 Roc RTIn L IIIIIII: L°IlVllt: l COLO #5 BCU 5 -1 & 5 -2 UPCM 5 -1 TO 5 -10 IL Ili: FM 0 IN111131 ROOFTOP UPCM POINTS SUMMARY ANALOG INPUTS UPS HEADER PRESSURE -1 BATTERY ROOM HEADER PRESSURE -1 BINARY INPUTS RTU -1 SUPPLY ISOLATION DAMPER POSITION (3, 5) RTU -2 SUPPLY ISOLATION DAMPER POSITION. (3, 5) RTU - SUPPLY ISOLATION DAMPER POSITION (3, 5) RTU - 4 SUPPLY ISOLATION DAMPER POSITION (3, 5) RTU - SUPPLY ISOLATION DAMPER POSITION (3, 5) RTU -1 RETURN ISOLATION DAMPER POSITION (3, 5) RTU -2 RETURN ISOLATION DAMPER POSITION (3, 5) RTU -3 RETURN ISOLATION DAMPER POSITION (3, 5) RTU -4 RETURN ISOLATION DAMPER POSITION (3, 5) RTU -5 RETURN ISOLATION DAMPER POSITION (3, 5) RTU - 1 START INPUT (3, 5) RTU -2 START INPUT (3, 5) RTU -3 START INPUT (3, 5) RTU -4 START INPUT (3, 5) RTU -5 START INPUT (3, 5) BINARY OUTPUTS RTU -1 START OUTPUT (3. 5) RTU - START OUTPUT (3, 5) RTU -3 START OUTPUT (3, 5) RTU - START OUTPUT (3, 5) RTU -5 START OUTPUT (3, 5) RTUP -1 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP -2 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP -3 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP -4 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP - ISOLATION DAMPERS OPEN /CLOSE (3, 5) ANALOG INPUTS 0 RTU HEADER STATIC PRESSURE (1,5) RTU SUPPLY STATIC PRESSURE (1) RTU OUTSIDE AIR ENTHALPY (1) RTU OUTSIDE AIR TEMPERATURE (1) RTU OUTSIDE AIR HUMIDITY (1) RTU RETURN AIR TEMPERATURE (1) RTU SUPPLY AIR TEMPERATURE (1) C) RTU SPACE HUMIDITY (3,4 & 5) (D RTU SPACE TEMPERATURE (1, 4 & 5). RTU UPS POSITION (1) RTU RETURN HUMIDITY (1) RTU RETURN AIR ENTHALPY (1) ORTU SPACE STATIC PRESSURE (3, 4 & 5) cow I vFD p(HAUST AIR EXHAUST FAN ANAI OG INPUT DIAGNOSTICS RTU ALARM EVENT CLASS (1) RTU N MECHANICAL COOLING (1) RTU REFRIGERANT LEAVING TEMPERATURE - EN, CIRCUIT (1) RTU REFRIGERANT ENTERING TEMPERATURE - EA. CIRCUIT (1) ANAI OG OUTPUTS RTU VFD CONTROL (2) RTU SUPPLY FAN START /STOP (2) (D EF VFD CONTROL (3,5) I I pe RTU ECONOMIZER CONTROL (1,5) RTU DUCT STATIC PRESSURE CONTROL (2) Oz RTU COMMON (SPACE PRESSURE CONTROL (3,5) ' RTU COMMON SUPPLY AIR TEMPERATURE CONTROL 1 (2) RTU DC BREAKING FOR UFDS (1) ZONE DAMPER UPCM POINTS SUMMARY ANALOG INPUTS ZONE TEMPERATURE 4A (3,5) ZONE TEMPERATURE 48 (3,5) ZONE TEMPERATURE 4C (3,5) ZONE TEMPERATURE 4D (3,5) ZONE TEMPERATURE 4E (3,5) UPS SPACE PRESSURE (BACK -UP) (3.5) BATTERY ROOM SPACE PRESSURE (BACK - - -UP) (3,5) ANALOG OUTPI ITS ZONE. DAMPER CONTROL 4A (3,5) ZONE DAMPER CONTROL 46 (3,5) ZONE DAMPER CONTROL 4C (3,5) ZONE DAMPER CONTROL 4D (3,5) ZONE DAMPER CONTROL 4E (3,5) BINARY INP, TS EF 4A STATUS (3,5) EF 4B STATUS (3,5) EF 4C STATUS (3,5) EF 4D STATUS (3,5) EF 4E STATUS (3,5) EF 4F STATUS (3,5) BINARY OUTPUTS EF 4A START /STOP (3,5) EF 48 START /STOP (3,5) EF 4C START /STOP (3,5) EF 4D START /STOP (3,5) EF WE START /STOP (3,5) EF 4F START /STOP (3,5) OUTSIDE AIR INTAKE RETURN AIR SPACE ROOFTOP UNIT POINTS SUMMARY BINARY INPUTS 2/ RTU SUPPLY ISOLATION DAMPER OPEN /CLOSE (3,5) G 'RTU RETURN AND OUTSIDE AIR ISOLATION DAMPER ® OPEN/CLOSE (3,5) IO RTU FILTER ALARM (1,5) ® RTU SMOKE DETECTOR SHUTDOWN (1,5) ® EF VFD FAULT (3,5) RTU HUMIDIFIER LEVEL ALARM (3,5) RTU '.SUPPLY FAN STATUS (1) RTU ,HIGH STATIC CUTOUT (1) RTU COMMON ALARM (1,4) RTU COMPRESSOR STATUS (1) RTU CONDENSER FAN STATUS (1) M RTU START INPUT (3,5) BINARY INPUT - DIAGNOSTICS RTU AUTO /STOP STATUS (1) RTU LOW PRESSURE CUTOUT - EACH CIRCUIT (1) RTU SENSOR FAILURE - ALL DEVICES (1) RTU COMPRESSOR FAILURE - ALL (1) RTU COMPRESSOR LOCKOUT DUE TO LOW AMBIENT CONDITIONS (1) RTU FREEZESTAT LOCKOUT (1) RTU COMMUNICATION STATUS (1) RTU MANUAL RESET REQUIRED (1) RTU SERVICE MODE (1) ®. HINARY OUTPUTS ® RTU H UMIDIFI ER PUMP( ON /OFF, (3,5) I RTU HUMIDIFIER I DRAIN /FILL (3,5) RTU SUPPLY FAN. VFD ENABLE I(2) ®.RTU COMPRESSOR START /STOP' (1) T EF VFD ENABLE /DISABLE (3,5) RTU ISOLATION DAMPER OPEN /CLOSE (3,S) RTU POWER FAILURE (1) RTU LOW PRESSURE STATUS (1) ®. RTU START OUTPUT (3,5) I ' BCU POINTS SUMMARY ANALOG INPUTS COLO FIRE ALARM INPUTS (5) POINT SOURCE NOTES 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED. DEVICE SUPPLY AIR INTFI LIPAK ROOFTOP POINT DFTAII AND POINTS I ISO r o ,,,01 07N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 POINT SOURCE NOTES 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE 7 GENERAL NOTES: A. ONLY NUMBERED POINTS REQUIRE FIELD WIRING LABOR B. PROVIDE (1) AMP SENSING DEVICE PER MOTOR AND WIRE IN SERIES WITH RTU FACTORY FLOW SWITCH FOR POSITIVE FLOW CONFORMATION. C. PROVIDE INTERLOCK WIRING FROM. THE INTELLIPAK RTM MODULE TO THE UPCM; DISCHARGE ISOLATION DAMPER, OUTSIDE AIR AND RETURN DAMPER. SHEET NOTES: O ACTUATORS AND BRACKETS MOUNTED BY MECH. CONTRACTOR OUTSIDE AIR DAMPER ACTUATOR I RETURN AIR DAMPER ACTUATOR 4 PHOTOHELIC, MOUNTED BY MECHANICAL CONTRACTOR 5 ,SUPPLY AIR DAMPER ACTUATOR O 6 LEVEL SWITCH. INSTALLED BY MECHANICAL CONTRACTOR O INTELLIPAK ROOFTOP UNIT DETAIL & POIN'TS LIST Scale. NONE '. SABEY ARCHITECTURE REVISIONS DRAWING TITLE: 91 FAST BROKAW ROAD SURE 500 408- 136 -8300 <AN C6F TAI IR,RNIA R5111 FAY - 408-41 _ _ 2,1,NRODMERT SUM. SURE 710. 41C- 188 -6000 SAN FRANCISCO, CAUFORNU 9110, FAL415- 788 -6010 MECHANICAL RIED KR TI PE MT-PH 3 0941-001 ISSUED FOR CIXSTNETIWV - I . 07$F00 ISSUE', FOR mow D626 PE�p UO'N\J e C5 SAM \t CENt EXODUS blr re Tx IIIMOMMEMi CONTROLS DIAGRAM PROGRESS DATE: 04/18/00 I I ALE: I: \2000CADD \200154EX0 S EA3 \154M 72 PLOT PROJECT RUMMER: 200154 DRAWN BY: W. NELSON CHECKED BY:.. R. MAHDAVI APPROVED BY W. HURLEY DRAWING NUMBER: M7.2 TYPE 5 FSX 5 FB DESCRIPTION X 4' RECESSED FLUORESCENT, 3" DEEP, CE_'_ PARABOLIC LOUVER 3 -LAMP SAME AS TYPE F1 EXCEPT FOR DRY WALL SAME AS TYPE F1 EXCEPT PROVIDE 90 MINUTE INTERNAL BATTERY PACK FOR SWITCHED FIXTURE. 2' 0 2' RECESSED FLUORESCENT, 3" LITHONIA /2PM3N SERIES DEEP, 9 CELL PARABOLIC LOUVER, 3 -LAMP OR EQUAL TAME AS TYPE E2 EXCEPT FOR DRY WALL CEILING SAME AS TYPE F2 EXCEPT ARCADE 90 MINUTE 'VERNAL BA FIERY PACK FOR SWITCHED FIXTURE 12' SUSPENDED FLUORESCENT PERFORATED INDIRECT 3X SAME AS TYPE F3 EXCEPT 8' LONG (Fix 6" APERTURE, 2 -VAMP RECESSED - COMPACT FLUORESCENT DOWNLIGHT 2 - LAMP, A' INDUSTRIAL FLUORESCENT STRI ?LIGHT S OLID -FRONT FLUORESCENT UNDERCABINET L IGHT 2' X 2' LENSED TROFFER SAME AS TYPE F7 EXCEPT FOR DRY WALL CEILING STAGGERED FLOURESCENT COVE LIGHT 2 X 4' LENSED TROFFER SAME AS TYPE F9 EXCEPT FOR DRY WALL CEILING DECORATIVE LITERATE, 4' FLUORESCENT WALL BRACKET NOT USED SMALL POLE MOUNTED AREA LIGHTER TWO -LAMP ENCLOSED INDUSTRIAL STRIPLIGHT ENCLOSED PRISMATIC LOW BAY METAL HALIDE FIXTURE 26W COMPACT FLUORESCENT, NON- METALLIC VAPOR PROOF WITH CORROSION RESISTANT HOUSING AND GUARD CLASS "A" CONCRETE, DESIGN STRENGTH 3000 PSI LUMINAIRE CAST ALUMINUM BOLT COVER WITH TAMPERPROOF SCREWS CHAMFER ANCHORS BOLTS WITH DOUBLE NUTS AND WASHERS GALVANIZED 2 MANUFACTURER/ 1VOLTAGE I LAMP MODEL LITHDNIA /2PM3N SERIES OR EQUAAL CORELITE /AP -WP-2T8 SERIES OR EQUAL LITHONIA /AF SERIES OR EQUAL LITHONIA/UN SERIES OR EQUAL LITHONIA /N2S FINESSE SERIES OR EQUAL LITHONIA/2SPG-Al2 SERIES OR EQUAL LITHONIA /11930 SERIES OR EQUAL L70ONIA /SS SERIES OR EQUAL LITHONIA /11889 SERIES OR EQUAL LITHONIA/TWL SERIES OR EQUAL LITHONIA /DMS SERIES OR EQUAL LITHONIA/TGI. SERIES OR EQUAL CAN LET OR EQUAL LED EXIT SIGN, FLAME- RATED, UV STABLE DUAL LITE THERMOPLASTIC WHITE FINISH HOUSING, LITEFORMS LX SERIES UNIVERSAL MOUNT SINGLE /DOUBLE FACE NICKEL CADMIUM BATTERY AND CHARGER TO PROVIDE MIN OF 2 HOURS EMERGENCY OPERATION, COMPLY WITH UL 924 AND NFPA 101 LIFE SAFETY CODE REQOIREMENTS. LIGHTING FIXTURE SCHEDULE j r II I' 4 q4 BARS WITH STANDARD HOOKS TIES ES O.0 LA if 3} 29/32" 277 277 DOT (6) 32W T8 3500K 277 277 277 277 277 277 TYPE H2 \2000CAD0 \200154F.X0- SEAS \154E01 DWG '-'-' Auq 14, 2000 1335:44 4 -•-• By: SUZANNE9 (3) 32W T8 3500K (3) 17W T8 3500K (2) 18DTT 3500K (2) 32W T8 3500K (1) 32W T8 3500K (2) 17W T8 3500K 2) 32W T8 3500K (2) 32W T8 3500K (1) 32W T8 TOP OF PAVING ELECTRONIC BALLAST. WIRED FOR BI -LEVEL SWITCHING WHERE REQUIRED BY ORAWINGS- PROVIDE TANDEM WIRING OF BALLASTS IN ADJACENT 3 -LAMP 2' X 4' SWITCHED FIXTURES. CENTER LAMPS ARE CONNECTED TO ONE BALLAST AND OUTBOARD LAMPS OF EACH FIXTURE TO A SEPARATE BALLAST. CONTRACTOR TO VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. CONTRACTOR TO VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. ELECTRONIC BALLAST. WIRED FOR BI -LEVEL SWITCHING WHERE REQUIRED BY DRAWINGS. CONTRACTOR TO VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. EMERGENCY BATTERY BALLAST. 18" SUSPENSION LENGTH ELECTRONIC BALLAST. ELECTRONIC BALLAST. ELECTRONIC BALLAST. ELECTRONIC BALLAST. ELECTRONIC BALLAST. ELECTRONIC BALLAST. EMERGENCY BATTERY BALLAST. HANDHOLE AND COVER REMARKS CONTRACTOR TO VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. CONTRACTOR TO VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. 277 277 277 120 277 (1) 32TRT (2) 32W T8 (I) 26W LOW TEMPERATURE BALLAST. SEE DETAIL 1, SHEET E6.2 FOR MOUNTING DETAILS. NOTE: ALL BASES SHALL BE ROUND TO A POINT 6" BELOW FINISH GRADE AND THE TOP 6" SHALL BE SQUARE AND SHALL BE SO FORMED AS TO ALLOW FOR INTEGRAL POUR_ DIMENSIONS AS INDICATED. PROVIDE GROUND BUSHING AND #10 B.C. GROUND JUMPERS TO BOLTS. CONNECT GROUND ROD TO POLE GROUNDING STUD, BOLTS AND CONDUIT GROUND CLIPS DRY PACK AFTER LEVELING 77,77/' /- RIGID GALVANIZED CONDUIT WITH GROUND WIRE CO JPLING BRANCH CIRCUIT CONDUIT INSTALLED' 30 BELOW FINISH GPAOE. USE PVC SCHEDULE 40 GSA LISTED FOR DIRECT BURIAL 1 3/4" X 10' -U" COPPERWELD GROUND ROD OR 115' -0 "'. 56 BARE COPPER GROUND WIRE. COIL. WIRE COIL COVERED BY 2" OF SOIL PRIOR TO POURING CONCRETE POLE MOUNTED LIGHTING FIXTURE DETAIL NOT TO SCALE /-■ FLUORESCENT STRIPLIGHT - FLUORESCENT STRIPLIGHT AND OUTLET ❑ =0 FLUORESCENT 1., "ARE RECESSED IN CEILING CONTROLLED BY SWITCH ° 0 • SHAVING OF ANY DBRARE INDICATES UNSWITCHED EGRESS LIGHTING CIRCUIT O COMPACT FLOURESCENT DOWNLIGHT ; WALLPACK 0 - 0 POLE MOUNTED FIXTURE 45 4, EXIT LIG AND OUTLET_ FLUSH CEILING /WAL - OUNTED: SHADED HT AREA INDICATES FACES) ON SIGN; L ARRO INDICATES DIRECTION TO EXIT PC PHOTOCELL +15" DUPLEX RECEPTACLE - 20A, 125V, 3W IG IG = ISOLATED GROUND RECEPTACLE W/ ORANGE TRIM PLATE TO MATCH RECPT ENGRAVED - DATA - G11 = WITH GROUND FAULT INTERRUPTER .4t DOUBLE DUPLEX RECEPTACLE - 20, 125V, 3w 1- ® NEMA L5 -20R, 125V Hm NEMA L6 -20R, 250V IM TELEPHONE OUTLEL STUB 3 /4'C TO BL CELIkG SPACE. MOUNTING HEIGHL W +I S" ACCESSI AfF, E U.O.N. TELE /DATA RL STUB 3/4 C i0 ACCESSIBLE CEILING SPACE, MO ET HEIGHT M9 GR DUPLEX RECEPTACLE MOUNTED +42 AFF OR ABOVE COUNTER SPACE $ +48 SINGLE POLE SWTCH (SPST)_ "a" INDICATES CONTROL. $a DOUBLE POLE SNITCH (DPSR) $a THREE -WAY SWITCH so, LOW VOLTAGE SWITCH a INDICATES SWITCH DESIGNATOR. $1 TOG. MOUNTING HEIGHT (U.O.N. v ELECTRICAL SYMBOLS MANUAL MOTOR STARTER W/ OVERLOAD PROTECTION 00 FUSE - ° , ° - L.13 - FUSED SWITCH - CIRCUIT BREAKER -FIXED MOUNTED -«�}- CIRCUIT BREAKER DRAWOUT TYPE - TRANSFORMER • DELTA CONNECTION '/H WYE CONNECTION GROUNDED 03 13 UTILIY METER MECHANICAL EQUIPMENT DESIGNATION. OI SHEET NOTE NUMBER O FEEDER NUMBER O SWITCHBOARD AXEICR OR CONTROL CENTER SPACE IDENTIFICATION TAG DETAIL REFERENCE:. - DESIGNATION NUMBER - SHEET NUMBER OF DETAIL REVISION REFERENCE MARKER. INTERCEPT OF CIRCUIT OR RACEWAY. FI LIGHTING FI%TURE IDENTIFICATION TAG LETTER AND NUMBER INDICATES FURE TYPE F= RUORESCENT: H =HID; 1= INCANOESCE ESCENi - 11 - NORMALLY OPEN CONTACT ,FY NORMALLY CLOSED CONTACT WIRE CROSSING - NO CONNECTION WIRE CONNECTION ;OWLAEVICE CAD OR DISTRIBUTION PANEL '1 M li MOTOR OUTLET WITH COMPLETE CONNECTION TO MOTOR �l pND CONTROLS VARIABLE FREQUENCY DRIVE', O G GENERATOR =j NON -FUSED DISCONNECT SWITCH - HORSEPOWER RATED =11 FUSIBLE DISCONNECT SWITCH WI. DUAL ELEMENT FUSES COMBINATION CB /MAGNETIC STARTER - SIZE AS INDICATED OVERLOAD DEVICE AND CONTROL XFMR Q DRY -TYPE TRANSFORMER EPA PUSHBUTTON STATION, EPO INDICATES EMERGENCY POWER OFF DEVICE. +48' AFT. ST SHUNT TRIP -o o- PUSHBUTTON - MOMENTARY CONTACT NORMALLY OPEN -zLr PUSHBUTTON'. - MOMENTARY CONTACT NORMALLY CLOSED I ' ^ x COPPERCUAD GROUND ROD - 3/4 MAX IO -0 LONG GROUND ROD I-F- CONNECTOR TO GROUNDING ELECTRODE BRANCH CIRCUIT WIRING IN CONDUIT - CONCEALED IN CEILING OR WALL BRANCH CIRCUIT WIRING IN CONDUIT - UNDERGROUND OR IN FLOOR SLAB GA 111 //� HOMERUN TO PANEL - 3/4 -2012 MINIM14M. CROSS LINES INDICATE NUMBER OF PHASE WIRES AND SIZE OTHER THAN 2 #12 (NEUTRAL WIRE: URGER DASH LINE) G = GROUND CONDUCTOR PER SPEC OR AS SHOWN IG = ISOLATED GROUND -o CONDUIT TURNED UP - CONDUIT TURNED DOWN - X CONDUIT DESIGNATOR: E = EMERGENCY; T = TELECOM CONDUIT STUB OUT AND GAP CONDUIT STUB -OUT AND BUSHING Q ❑+ CEILING JUNCTION OR OUTLET BOX MTD AFC, b WALL - MOUNTED, JUNCTION OR OUTLET BOX. +I2° U.O.N. 8 TERMINAL PULLBO% -.SIZE 'PER ' ,CODE FLEXIBLE METAL CONDUIT PER SPEC 1 SLEEVE EN TH FIRE. RATED WALL WITH BUSHINGS AT UCH '. I /' GROUNDING ELECTRODE CONDUCTOR OR. BONDING CONDUCTOR STUB -UP FOR CONNECTION TO EOUIPMEN GROUND BUS C CENTERLINE A.I.C. AMPERES INTERRUPTING CAPACITY (SYMMETRICAL).. AF AMPERE FRAME (B RATING): AMPERE FUSE RATING REAKER AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AT AMPERE TRIP (BREAKER SETTING) ARCH ARCHITECTURAL AS AMPERE SWITCH RATING AUTO AUTOMATIC AUX AUXILIARY BC BARE COPPER BLDG. BUILDING C CONDUIT CAB CABINET CB CIRCUIT BREAKER CKT CIRCA!, CLF DI /RENT LIMNING FUSES CLG. CEILING CNTL CONTROL CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CU COPPER DWG DRAWING (E) EXISTING (ER) EXISTING TO BE RELOCATED ELEC ELECTRIC(AL) EMER EMERGENCY EMT ELECTRIC METALLIC TUBING EXIST EXISTING FLA FULL LOAD AMPERES FLUOR FLUORESCENT'. FLEX FLEXIBLE R FOOT OR FEET FUT FUTURE G, CND GROUND(ED) GEN GENERATOR GFG GROUND FAULT CIRCUIT INTERRUPTER CFI GROUND FAULT INTERRUPTER HOA HAND - OFF - AUTOMATIC SWITCH HP HORSEPOWER HV HIGH VOLTAGE IG ISOLATE° GROU D JB JUNCTION BOX LT(G) UGHT(ING) LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MECH HANICAL MLO MN LUGS ONLY '. MSB MAIN SWITCHBOARD MTO MOUNTED MEG MOUNTING (N) NEW NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEUT NEUTRAL NFPA RATIONAL FIRE PROTECTION ASSOCIATION MC NOT IN CONTRACT NO N RMA Y P N 0 LL 0 E TUTS NOT, iO SC ALE OC ON CENTER OL OVERLOAD P POLE PB PU X LLBO PNL PANEL PRI PRIMAR, PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE PWR POWER RECEPT RECEPTACLE' RM I ROOM RSC RIGID STEEL'GOND SC 'SHORT CIRCUIT SEC .SECONDARY SIG SIGNAL SPEC SPECIFICATION(S) SWGR NP U.0 N. UG W/ W/0 WP XFMR SWITCHGEAR TYPICAL UNLESS OTHERWISE NOTED UNDERGROUND' WITH WITHOUT WEATHERPROOF TRANSFORMER GENERAL NOTES I ALL 'WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL AND STATE CODES 2 THE DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED SYSTEMS COMPLETE AND READY FOR USE ANCILLARY DE ".DES, WIRING, RACEWAY, CONNECTIONS AND SIMILAR WORK ALTHOUGH NOT EXPLICITLY STATED BUT REQUIRED FOR PROPER SYSTEM OPERATION OR TO COMPLY WITH CODE IS TO BE INCLUDED AS A REQUIREMENT OF THE CONTRACT WITHOUT ADDNONAL COMPENSATION, 3 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND ARRANGEMENT OF ELECTRICAL WORK_ LAYOUT, ROUGH -IN, AND EXACT LOCATION OF ALL FIXTURES, DEVICES, AND OUTLETS IS TO BE BASED ON THE ARCHITECTURAL DRAWINGS. 4 REFER TO DRAWINGS OF OTHER TRADES FOR COORDINATION OF ELECTRICAL CONSTRUCTION. THE LOCATION OF MECHANICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATION TO BE FIELD DETERMINED. SEE SPECS FOR TRADE COORDINATION DRAWING SUBMITTAL REQUIREMENTS. DRAWINGS FOR LENGTHS AND LOCATIONS OF ALL EQUIPMENT TO BE INSTALLED UNDER ELECTRICAL CONTRACT, 5 DO NOT COMMENCE INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT WITHOUT RELATED SHOP DRAWING APPROVALS. 6 PROVIDE UL USED FIRE RATED SEALS FOR ALL RACEWAY PENETRATIONS THROUGH FIRE RATED WALLS, SLABS, AND CEILINGS. WHERE CABLE TRAY PENETRATES FIRE RATED WALLS CONVERT TO CONDUIT SYSTEM OF SAME CAPACITY AND PROVIDE SEAL. 7 COORDINATE: POWER SERVICES MTH SCL (SEATTLE CITY LIGHTS) UTILITY COMPANY. SUBMIT DRAWINGS TO UTILITY COMPANIES FOR REVIEW. ALL WORK TO CONFORM TO UTILITY COMPANY STANDARDS FOR CONSTRUCTION_ PAY ALL CHARGES AND OBTAIN APPROVALS FROM UTILITY COMPANY PRIOR TO COMMENCING WORK. 8 COORDINATE ALL CONTROL SYSTEM DEVICES, WIRING, AND CONNECTIONS WITH REQUIREMENTS OF DRIVEN EQUIPMENT. 9 PROVIDE SUITABLE ANCHORAGE AND SUPPORT OF ALL ELECTRICAL EQUIPMENT INCLUDING DEVICES AND RACEWAYS IN ACCORDANCE WITH ESTABLISHED CODES AND THE SPECIFICATIONS. 10 PROVIDE LEGIBLE IDENTIFICATION OF ALL ELECTRICAL EQUIPMENT INCLUDING OUTLETS, RACEWAYS, AND WIRING AS SPECIFIED AND AS REQUIRED BY CODE AND THE SPECIFICATIONS TO INDICATE PURPOSE, PHASE, AND WIRE NUMBER. All WIRING WITHIN PULLBOXES AND JUNCTION BOXES TO BE TAGGED TO IDENTIFY THE CIRCUIT 11 PROVIDE PERMANENT INK MARKING OF ALL JUNCTION BOXES IDENTIFYING THE PANEL & BRANCH CIRCUIT. 12 THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY EITHER IS TO BE INFERRED TO BE REQUIRED BY BOTH. 13 EQUIPMENT AND DEVICES FURNISHED UNDER OTHER OMSIONS OF THIS CONTRACT, BY THE OWNER, OR BY OTHER CONTRACTS, ARE TO BE CONNECTED UNDER THIS CONTRACT. 14 PROVIDE TEMPORARY POWER AND CONNECTIONS AS REQUIRED i0 MAINTAIN EXISTING SYSTEMS IN OPERATION_ 15 THE CONTRACTOR IS EXPECTED TO VISIT THE SITE, BECOME FAMILMR WITH JOBSITE CONDITIONS, AND VERIFY EXISTING SYSTEMS REPRESENTED ON THESE DRAWINGS PRIOR TO BID. THERE WILL BE NO EXTRA COMPENSATION FOR FAILURE TO RECOGNIZE EXISTING CONDITIONS NOT EXPLICITLY DETAILED ON THESE DRAWINGS BUT IMPACTING COST OF CONSTRUCTION. LOCATE OF EXISTING UNDERGROUND UTILITIES BEFORE COMMENCING WITH WORK. IS OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND OETNLS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING W. THE WORK. 17 REFER TO THE SPECIFICATIONS FOR ADDHIONAL REQUIRE/VENTS. 18 PROVIDE CONCEALED AND FLUSH MOUNTED INSTALLATION OF ALL DEVICES AND EQUIPMENT IN ALL AREAS EXCEPT'. FOR EQUIPMENT ROOKS AND'', UTILITY SPACES. 19 PROVIDE SEPARATE,EQUIPMENT GROUNDING CONDUCTOR 120 VOLT MULTI -WIRE IN ALL CONDUITS 20 USE WEATHERPROOF CONSTRUCTION FOR All DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE 21 PROVIDE 010 AWG THHN/THWN COPPER. NEUTRAL CONDUCTOR FOR ALL MULTI -WIRE 120 VOLT 20 AMP 3 -PHASE CIRCUITS WITH COMMON NEUTRAL 22 FOR 120 VOLT 20 AMP CIRCUITS WHERE THE CIRCUIT DISTANCE FROM, THE PANEL BOARD TO THE FARTHEST OUTLET EXCEEDS 100 FEET PROVIDE' 110 SIZE CONDUCTOR_ 23' PROVIDE AS -BUILT DRAWINGS IN AUTOCAD FORMAT PER SPECIFICATIONS.: ABBREVIATIONS LEGEND FOR PMM: PMM -TAI -1 i 1 L PMM SEQUENCE NUMBER UPS PRIMARY BUS SOURCE SYSTEM BUS NUMBER POWER MANAGEMENT MODULE FOR PANELBOARD: IHIA - } A 1 SUB -PANEL DESIGNATION PRIMARY BUS SOURCE. 277/480V (L DESIGNATES 120 /208V)' SYSTEM NUMBER FOR UPS: IAA 1 1t SEQUENCE NUMBER PRIMARY BUS SYSTEM NUMBER FOR MAINTENANCE BYPASS PANEL: MBP TILL I L SEQUENCE NUMBER PRIMARY BUS SOURCE SYSTEM NUMBER MAINTENANCE BYPASS PANEL FOR TRANSFORMER: 1T. 1 PRIMARY. BUS SOURCE 480V TO 480/277V (TL DESIGNATES 480V TO 208/120V) SYSTEM NUMBER FOR CAGE: 02.01 01 f CAGE NUMBER I- ROW NUMBER FLOOR NUMBER ELECTRICAL SHEET INDEX SHEET TITLE PH 1 SHEET # E0.1 ELECTRICAL SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS FIRST FLOOR EQUIPMENT LAYOUT E'.1 FIRST FLOOR GROUNDING PLAN E1.2 ROOF LIGHTNING PROTECTION PLAN E211 PARTIAL FIRST FLOOR LIGHTING PLAN E2.12 PARTIAL FIRST FLOOR LIGHTING PLAN E2.13 PARTIAL FIRST FLOOR LIGHTING PLAN E2.14 ' PARTIAL FIRST FLOOR I IGH ?LNG PLAIN E2.15 PARTIAL. FIRST FLOOR LIGHTING PLAN E2.21 PARTIAL SECOND FLOOR LIGHTING PLAN E2.22 PARTIAL SECOND FLOOR LIGHTING PLAN E2.23 PARTIAL SECOND FLOOR LIGHTING PLAN E2.24 PARTIAL SECOND FLOOR LIGHTING PLAN E225 PORTAL SECOND FLOOR LIGHTING PLAN E2.31 PARTIAL THIRD FLOOR LIGHTING PLAN E2.32 PARTIAL THIRD FLOOR LIGHTING PLAN E2.33 PARTIAL THIRD FLOOR LIGHTING PLAN E2,34 PARTIAL THIRD FLOOR LIGHTING PLAN E2.35 PARTIAL THIRD FLOOR LIGHTING PLAN E3.11 PARTIAL FIRST FLOOR POWER PLAN E3.12 PARTIAL FIRST FLOOR POWER PLAN E3.13 .PARTIAL FIRST FLOOR POWER PLAN PARTIAL FIRST FLOOR POWER PLAN E3 15 . PARTIAL FIRST FL00 R POWER PLAN E3.21. PARTIAL SECOND FLOOR POWER. PLAN E3.22 PARTIAL SECOND FLOOR. POWER' PLAN E323 PARTIAL SECOND FLOOR POWER PLAN E3.24 PARTIAL SECOND FLOOR POWER PLAN PARTIAL ND FLOOR PLAN E3.31 PARTIAL THIRD FLOOR POWER PLAN E3.32 PARTIAL THIRD FLOOR POWER PLAN E3.33 PARTIAL THIRD FLOOR POWER PLAN 03.34 PARTIAL THIRD FLOOR POWER PLAN E3.35 PARTIAL THIRD FLOOR POWER PLAN E3,41' PARTIAL ROOF LIGHTING & POWER PLAN E3.42 PARTIAL ROOF LIGHTING & POWER PLAN E3.43 PARTIAL ROOF LIGHTING & POWER PLAN E3.44 PARTIAL ROOF LIGHTING & POWER PLAN E3.45 PARTIAL ROOF LIGHTING & POWER PLAN E4.1 PANELBOARD SCHEDULES E4.2 PANELBOARD SCHEDULES E4.3 PANELBOARD SCHEDULES E4.4 PANELBOARD SCHEDULES E4.5 PANELBOARD SCHEDULES E4.6 PANELBOARD SCHEDULES E4.7 PMM SCHEDULES E4.8 PMM SCHEDULES E4.9 CAGE BRANCH CIRCUIT SCHEDULE - SECOND FLOOR E4.1 0 _____ _CAGE. BR A N C H CIRCUIT SCHEDULE__ - __THIRD FLOOR E411 CAGE BRANCH CIRCUIT SCHEDOLE - SECOND FLOOR E4.12 CAGE BRANCH CIRCUIT SCHEDULE - THIRD FLOOR E413 CAGE BRANCH CIRCUIT SCHEDULE - SECOND FLOOR E414 CAGE BRANCH CIRCUIT SCHEDULE THIRD FLOOR E415 CAGE BRANCH CIRCUIT SCHEDULE SECOND FLOOR E4,16 CAGE BRANCH CIRCUIT SCHEDULE - THIRD FLOOR E417 CAGE BRANCH CIRCUIT H N FLOOR B C C CUT SC EDULE SECOND L00 R 4 18 CA RAN SCHEDULE THIRD E GE BRANCH CIRCUIT SC EDULE RD 1 DIAGRAM - SYSTEM 1 E5 SINGLE LINE DIAGRAM SYSTEM 2 E5.3. SINGLE LINE DIAGRAM SYSTEM 3 E5.4 I SINGLE LINEN, DIAGRAM DIAGRAM SYSTEM 4 E5.5 I SINGLE E SYSTEM 5 - E5.6 1 NOC /NODE PMM LINE DIAGRAM E6.1 I ELECTRICAL DETAILS .I !E6.2 SITE MONITORING SCHEMATIC DIAGRAM E6.3 ELECTRICAL DETAILS & DIAGRAMS E6.4 El ECTRICAL DETAILS & DIAGRAMS E6.5 LIGHTNING PROTECTION DETAILS ,E6.6 ELECTRICAL DETAILS E6.7 ELECTRICAL DETAILS & DIAGRAMS E6.8 ELECTRICAL DETAILS & DIAGRAMS E6.9 ELECTRICAL DETAIL S & DIAGRAMS E71 FIRST FLOOR COMMUNICATION PLAN E7.2 ',SECOND. FLOOR COMMUNICATION PLAN E7.3 THIRD FLOOR COMMUNICATION PLAN PH 2 PH 3 • • • PH 4 PH 5 SABEY 97 EAST BROKAW ROAD SURE 300 AU- 436 -8100 SAN JDSF TAI.0.NIA 9511) FAX • 4013-436 -1511 120 MONTOJANY SPIER. SUITE 715. 415 -788 -6000 SAN FRANCISCO, CALIFORNIA 94104, FAX:415- 786 -6040 ARCHITECTURE m�- MED FOR Tl PHNT PH 3 0844 -00 MED FOR CONSTRUGTI(NFPH 1 0731-00 ISSUED FOR T6 PERMIT -PH 2 07 -26-00 ISSUED FOR Ti PERMIT -PH 1 06-26-00 DRAWING TITLE DRAWING NUMBER ELECTRICAL SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS PROGRESS DATE 07 -28 00 FIE: I \2000CBDD \200154EX0 SEA3 \154E01 PLOT' PROJECT NUMBER. 200154 DRAWN BY VB /WL CHECKED BY: Sc APPROVED BY: JF E0.1 SWITCHGEAR H 1 � C - " m,..:. .i� FRONT.--. ) .. U R� 3TLA f _ �3L3A I( F .. RoM f I/ f - ('� _ _ ,m r . .ice_ -.�. ;�.�_ M r.._ :__.cur * rtt - tt17Y -r z•rt t_. .. w ,r_k r�� s_ m .: ®® 3 5 3R3 Q 33 48 F , - - ( PHASE 3d uPmONr .. 3 Lae.. .. :.. f ".- RONr l a n scz 1 E t _ -z •_ RONi f •i ;_ o m xaNT u- 3H f r ,, =may m I 3LCP3C _ _. _ _ . (� _. ::x . _._ _ ._ _ ro- 3L3C •-. - }' f " ka . ' HD I - . 9.. =3T 3H3D . " y ( _ fw n 161»} f 3LCP34 . . • f �., FRONT o' FROx7 { 3+ - --3TLD ( -x . . a .l PS 3Et , . . 1 3L3 _ '.'.� '°`°1 ( o ' Q ' I' 1 1P5 7FV . .( ('} -3TH .. a r f .. . . . .. .� FROM ✓:. .. . . R 3H 3 . ... ... I L _ _ L LT� L�� a 3E3 3C l= __ .__ _— PARALLELING _ n 1= — E.\: tUODCAIJD \2DOIS4LX6- tiLA, \1S4Li0.)W ^ - -' - Aug :4, 20L0 ' -` -` IS :b9:45 ^ -` -. Hy: VALLNIAH OVERALL FIRST FLOOR EQUIPMENT LAYOUT EI.O SCALE: 1 =20' SHEET NOTES (4) 4" FIBER WITH 4 -I" INNER DUCTS. EXTEND TO SITE COMMUNICATION MANHOLE. COORDINATE WITH SABEY CORP. FOR EXACT LOCATION OF TELECOMMUNICATION MANHOLES. O EXTEND MEDIUM VOLTAGE RACEWAYS TO SITE POWER MANHOLE. O ALL HOP INPUT AND OUTPUT CONDUITS SHALL BE ROUTED UNDERGROUND. GENERAL NOTES PROVIDE UNDERGROUND RACEWAYS AND CIRCUITS INCLUDING BUT NOT JMITED TO: a) GENERATOR AUXILIARY POWER AND CONTROL CONDUITS b) UNIT SUBSTATION MON,TOR'NG (SEE DWG. E6.2) c) 2THA SWITCHGEAR MONITORING (SEE TWO E6.2) d) PARA.LLE! LNG SWITCHGEAR MONITORING (SEE DWG. E6.2) SABEY ARCHITECTURE 97 EAST BROKAW ROAD SUITE 300 408- 436 -8300 slat JOSE_G189RNU 9510 FAX. 408 -416 -1511 120 MONTGOMERY STREET, SUITE 715. 115 - 768 -60 SAN FRANCISCO, CALIFORNIA 94194. FAX:415- 788 -6040 REVISIONS' DRAWING TITLE: KEY PLAN IS51EO FOR T1. P6MfF1 0 0844-00 ISSUED FOR CONSTRUCDONA 1 0731-00 ISSUED FOR 71 PERMR -PH 2 07 -26-00 ISSUED FOR T.L PERMR -PH 1 06-26 -00 FIRST FLOOR EQUIPMENT LAYOUT PROGRESS 'DATE 07 -28 -00 EDE.:. \2000CADO \200154EX0- SEAS \154E10 PLOT: I PROJECT NUMBER: 200154 DRAWN BY: WL /OV CHECKED BY: SC APPROVED BY. ,. FRON• •1111111111 -- ' . G 3( - - - G - - — G - - - - -C — I -- •r _ G (} — I II ._ ' _ g �4 .... .�._ --,, -,. ' } _� _t ,t 1. r � ' i *. %i"- ( � K f.� 7 Y ,Ik f 7 kfi 1 �l - .... faory ..:.. {:1,,,311,M 3B TV I ; 1- - 31138 . I T � 1.1A SCa 1 : - . 3THG ... 1 p cD 1 += - ts UPS SC3 I 1"'" '- r . fRDM �f:�1 (�++ i i p - (U .c � 5 ..�.. � � -- — �. �- -1 TT_;:: ..�..:..� G '— PHASE 3 r I:\ 23000ADD\200154EX0- SEA3 \154E1 I.DWG • -•-• • Aug 14. 2000 -• -• 13:4843 ' -• -• By: SUZANNEB G — • ___�Gr — _ G - -�- 18 I I — )E^G a (TYP.)' FIRST FLOOR GROUNDING PLAN SCALE: 1".20' G -G- GROUND ROD, TYP (TY° - -- SHEET NOTES 1/4 Oi BUILDING GROUND RING CONSISTING OF 113/0 BARE COPPER GROUND CONDUCTOR, BURIED MINIMUM 30" BELOW GRADE WITH 10' GROUND RODS. GROUND RING SHOULD BE APPROXIMATELY _U4" OUTSIDE OF THE STRUCTURE. O ALL CONNECTIONS TO BUILDING STEEL TO BE EXOTHERMIC. O ALL CROSSING GROUNDING ELECTRODE CONDUCTORS TO BE EXOTHERMICALLY BONDED. O x{3 /0 BARE COPPER. `) 114 CONCRETE ENCASED ELECTRODE, SEE DETAIL 5 /EI.1 TO NEXT GROUND ROD si PRECAST LID IN UNPAVED AREAS AND SIDEWALKS, TRAFFIC LID IN PAVED AREAS FINISH GRADE ' GROUND ROD" BOLTS INSCRIBED COVER WITH HOLD DOWN FOR CABLES SIZED AS REQUIRED, U.L. LISTED 3/4" GROUND CONNECTOR OR CADWELD CONNECTION UL LISTED 3/4" GSA X 10' -0" ` —TO NEXT GROUND ROD SECTIONAL COPPERWELD GROUND ROD — SUPPORT BRACKET ROUND ROD AND INSPECTION WELL E l.i SCALE: NTS f) 2000 - 2( * NOT USED E1.1 SCALE: Nis - INSULATOR GROUND BUS STEEL COLUMN — TYPICAL "T &B" TWO HOLE CRIMP TYPE CONNECTOR -SIZE AS REQUIRED TO FIT GROUND CABLE SCALE: NTS TYPICAL FOR EACH POWER ROOM AND GENERATOR ROOM •p. NOTE: FOR STRUCTURAL INFORMATION NOT SHOWN SEE DETAIL Ark AI Aft NV NV NW #4 AWG MIN. BUSBAR SHALL BE PRE - DRILLED, TIN PLATED COPPER PRE- DRILLED 1 /2" DIAM. TYPICAL TO ELECT. EQUIPMENT [GROUND TYPICAL FOOTING GROUNDING DETAIL SCALE: NTS CONCRETE ENCASED ELECTRODE 20 FT OF #4 AWG MIN SABEY REVISIONS DRAWING TITLE. APPROVED 6Y, DRAWING NUMBER.: ARCHITECTURE tL ifk 97 EAST BROKAW ROAD SUITE 300 408 -436 -8300 ceN iOSE fAl iiDat. 95117 fA % .508 -136 -1511 Iy0 MOM IS CO ! STREET. SUITE 7115 788 6000 SAN fRAXCISCG, CALIFORNIA 91101, fA %:115 -188 -6010 si_.isss3 I••••I.Ak si T7. NTEi.•iisssHi1''II 8364161BOOMMM, ►1Y$L4 OOSOMMOMMOmmm rr lamessssauu1. /isiii mossessmAriguimim IIIIIi11iL4 i s sC•,.7C -1 ln I - Y'C30116 .iiu$i IsPRsMsl'IE selrypetsamenrweep s31Wau'.4CJi MIXiZ4iW sisissiii Wi1uisOW M!!1111111211114 KEY PLAN ISSUED FOR 11 PEAMT-PH 3 08-.0 MED FOR COASTRUC710N -F81 07 -31-00 ISSUED FOR T1 .PERMIT -PH 2 07 -2.0 ISSUED FOR 71'PERMRfH 1 06 -28-00 ju tt agc' FIRST FLOOR GROUNDING PLAN PROGRESS DATE: 07 -28 -00 PTE: I. \2000CADD \2001b4E %0- SEAS \154E11 PLOT: PROJECT NUMBER: 200154 DRAWN: BY: WL /OV CHECKED BY SC E1.1 3H3F 3b 3H3a 3b . - 1 ' 40 I O 1 0 1 34 -10 3H3A 3b y i 3H3A -7b 3H3A -7b J n ` 3H3A -9c 3i13E' -10 i. I 0 1 3H3A 70 .! 34,3E -2 -•• O 34,3E 2 7b . e 0 (nP) • . TYP 1 1 __._ ___ _J 34,3E 3H3A -la iF.A 3H3A- TT .3N3A -5c 3 Sa _. 34,3_ -8 3H3A So 3i3A 50 3H3A 5 3H3A F. ' _ e I o1 „ - - I o 1 0 0 - -- r o 1 o r :_ - ?__ Sa 34 -8 3N3A -5o 34,3E 10! 6 .. c 7c -3H3A 5a - 3N3A 5a i ' 1 .. PHASE 3 L A - • 3H3E -2 iv 3113A -9c - - - 34,34 -7t 3H3A -7b . 3H3E -8 . F- O- 8F-O -I t O I O 1 -3 438.-78 - • 33838- - • • 3H3A- A -7b 1 .3N3A -7b 3N3A - -b 34,3E -8 3N3A -7b 31 -7b 3N3A 7b O I O I 1 O '1 O '1 • P`OJ' O' 1' I' O I O 1 34,3E -2 • i.. 3H38 -7b- - • 3834 -;b • • • 343A -7b 3H3A -7b . 3H3E -8 .3N3A -7b 3H3A -5o 3H3A 5a 3H3E -8 - 3H3A -5c 31-13A -5a 343A -5a 3H3A -7b 3H3A -7b PL0--0-1 3H38-78 - 34,3E -8 \2000CADD \20O154EXO- SEAS \154E213.DWC -• Aug 11. 2000 ' -' 07:52-24 .5H 3A 5c 3H3t b 343A-5o .... - o 1 �o— r—o•.+ -5a H.n._s. ► --0 - � 34 -E 3H3A -5a r aa � � 3H3A 9c R Q 34,3E -2 34,3E 2 338 3H3A -7h 3A 3H-7b. .3.3H. H 7b ' I O. I. O 1 1 O 1 O 1 ' I ' 343A -7b 3H3E 8 3H3A -7b I 64 64' 64 Q 3H3A =So 8 y: VALERIA8 3H3A -50 3H3A -5a 3H3A -5a 1. - s . LY�1� JJOriil�l��o ..... s�.� 3H3A -5a 343E -8 3H3 " 5a 3H38 -50 I O 'f O 1 : - - -- 3H3A-5o r II C 3H3Ay' . 4,3E [4 t3 l I 1 1' A H3E-8 - .31-5a 3H3A -5a • 313 3H3A -9a O 1 O I H- O--O -I 3H3A -9n 34,3E -2 S TYP Y .. PHASE /� E 1 34,3E -2 o 3HJA 9qr HJ I 11 0 3H3A -9a � 3H3A 90 11 J-1 ' 3H3A-9440 c,n«r... 3E 21 ■ 3N3A-la 3A -3b 3143A =36' 3H3A=To 3H3E 1d: 3H3A -3b 3H3A -la - 3H1A -14, 3113A-10 I 3838-la 33A -3b 13E-10 1' f O t O I 34,3E 10 H - 10 3H3A 1a 1 1 3H3A -1a • • " � 31;13A -3b T 3H.-1c¢ !3H3A ( -_ , 3H3A'= t0__.�._ .. -..___ 3H3A -.a 3H3A -1 c 34,3E -i0 34 a O FS 3H3A -10 TTYP" g3H3A 10_ 3-13E-tQ 3H3A -1a 3143A -t I 343A 3b H3A -1a 3H3E 1 10 3H3A -3b 3H3A -3b 3838-10 1 1 O 1 O 1 383E -10 31 -3b 3838 -3b o r o 3H-3b I 4 3N3A -la 3A 34,3E -10 . . 3H3 -3h - -_ 3H3A 1 0 4 0 1 3H3E -10 3H3A -1a 3H3A -10 , - - 3H3A -3b 3H3A -3b 383E 3H3A -3b 01I H3A to 3H3A -Ia 34,3E -10 -^ PARTIAL FIRST FLOOR LIGHTING PLAN - PHASE 3 SCALE: 1/8°=1' -0' 3H3A la' 3H3A-36 1 H3E 10 I 34,'3 -3b E 3H3A -1a. 3H3A -36 MATCHLINE PHASE 4, SEE E2.14 3H3A -3o Y3H3E -t0 V 3H3A# -3b ........................... . . . . . . . . . 3E139,1a_ - Q 34,3E -10- 3H3A -la'', 4 3113A -3b H3A -la 2B t2 - 0 0 T.L L SABEY ARCHITECTURE DRAWING TITLE: TECH 97 EAST BRO%AW ROAD SUITE 300 A08 -436 -8300 SAN 105E EAIIEORNIA 95,12 FAX. 408- 48R -1A. �O�aNiCOME STREET. SUITE '8, 415 -)A6 -6000 SAN FRANCISCO, CROFORNIA 94104. T %:415 -768 -6040 KEY PLAN IMUB3FOR T1 Pl]#tT4113 . .06-1400 I5511E0',Fgi CONSTRUCDON -PH 1 0731-00 ISSUED FOR T1 PERMIT-PH 2 07-26-00 f SUED FOR T1 PE.RM1T-PH 1 06 -2600 REVISIONS ISSUE DATE PARTIAL FIRST FLOOR LIGH11NG PLAN - PHASE 3 PROGRESS DATE!' 06-02-00 FILE, I:\ 2000CAD0 \200154EX0- SEA3 \154E213 PLOT: I.' PRO3ECFN6MBER 200154 DRAWN BY: ',..WL /0V CHECKED. BY: SC APPROVED BY: DRAWING NUMBER: E2.13 MATCHLINE PHASE 4, SEE E2.24 - - -1 - :1 - --L-7_7- - - - - - - - 77_1 -- ---"--.. = - - 1 - - — -r - - / 4 1, _ 1 3H3B-4b 3138 -2a 3H3E -3 � , �:3H30 -7d 3H38 -Sc 3H3B-4b 3H3B -2a I'. Y . e I H3E -4 I ��r _ H -._. ® � x 1 F6 3113E -3 -3 I 3H1 t �33B -7d 3H3B 3H3B -3b 3H38-1 a I 1 5c -.. h E2 E ® .� ® 1 [7:E1 .. 4 , '.. ® . �' ��.I ,. I. ® . ®:1 -. 0 1 I! II 1 I:\ 2000CADD \200154EXO- SEA3 \154E223. DWG • - ^ -^ ANN 11, 200D `- -^ 16:43:24 ^ - " -` Bv' MARYP 3H3B 26 3H3E 3 3H3B -.2A 3H3E-3 3H3B -29 3H3E 3 � 3H3E -3 ;'3H3B 7d 3H3B -5c 3H3E- 3: 3H313=7d 3H3E -3 • 3143B= 7• 3H3B -Ac 3H3B -7d (TYP) 3H3B 5c 3H3B 4b 3H3B 5c 3138 4b 3H38 -2a • 3H3B 4b 3H3B -2A 3H3B 4b 3113�38/- -2`b I><I 3H3E -3 3H3E -3 3H3E -3 . 3H3B -7d • 3H3B -4b . 3 H 3 B - . 3h3B -7d L 3H3B -5c 3138 -3b 3H3B - • - - .3H3B -5A 3H3B -4b - . 3H3B -2o 3,13E -3 • • 3H3B -7d . - 3H3B -5c- 3H3B 5c . . - 3138 -3b 3H3B -10 fSZf - 3H3E -1 3H38 -Ia 3H3E -1 3H38 -7d. rxl r URI 3H3B -5c 3H3B -3b 3H3B Ia 3H3E -1 3H3B -5c • • 3R38-4b 3H38 -2b 13,13E-3 r • 3}-138 -7 3H313-5c 3H3B -3 3H3B -ta 3H3E -1 3H3B -7d. 13H38 -tb 3H3E -1 :ELECTRICAL DUOr RISER .OPENING 3H3E -7d 3H3B -5c 3H3B 5c 3H3B- 5c 3H3B -5c 3139 3b (TYP) 38-7d 3H3B 5c 3H3B -3b M3B -5o . • 3H3B -3b • 3H3B =3 3H3B -fo 3138 -3b 3H3B -3b 3H3B -1a 31 3H3B -1 • .® _ ..... , L�1' .. 3H38 -la 3H3E-I 3H3E -I• H3B -fa '3H3E-I T 3H38 -3b • 3 H 3 9 . . . 3 H 3 E . - 3H3B 7d • 3838 -5c 3138 -3b 3138 -IA • . 3H3E -1. 3 H 3 8 - 7 d . ' ' . 3H3B -5c • • 3H38 -3ti 3H38 -.fa': • '3H3E -1 3H3E 1_..._. 3H3E -I 3H3B 1 • 313E -1 • 3H3B -7d • • . . 31138 -5a • 3H3B 3b 3138 -1 a• • 3H3E -1 • D<1 i i • 3H3B -4b - 3H38 -2a • - • - 3H3E -3 - 3H3B -7d - - - 3H3B -5c 3H3B -4b 3H3B 8,a,b- 3H38 -8a b - 3 H3B -8a,b • � 3H3B -Ba,b 3H3E -8 b '. 3H38 -5c - 3 H38 -3b • � - 3H3B -1a I . F2. ®. �. . . ® • . ®� - E ;�F 1: F2 3H3B -8a,b 3H3E -4., .: 0' :. : ' . Dz ®' • 11 - 4 . . ( lAP) Z E 4a,b 3H3B-8 838 -80.b 1 . . 3113 _ 11 :. 3138 -4t - 3 1 i V H3B -2o 3H3E -3 ; 1 3138 7d 3H3B -5c '3H3B -4b H = �� = _ - 3H3B Sc • 3H3B 3b • • 3138 -lb • C F2 .® 1 ® _. •® • ®.' F2 ® )3H3B -Ba,b 3H3B=8ab . .� i. . = �. 1 3H3E -46 3H3B-2a 3H3E -3 3138 70 3H3E -Sc 3H3B 46 .. - -,� ,.�s ..� °�- y 3H3B Sc 3138 -3h 3138 -7a 3H3E -1 3138 -7d 3H3B -5c • ® ® , • . .. . ® t . . . . . . . . . • . 3H3B - 2a ' 3H3E -3 3138 -7d ^ i • 3138 -4b . 3H3B -.2a • 3H3E -3 : 3 3B -7d • • • - 3H3B -5c • 3H3E -4b •3H3B -20 3H3E -3. • 3H3B -Ad - _ 3138 3b 3H3B la • 3H3E 1 3H3B 7d‘ 3H3E 5c 0 F 2'. ®_ �' ,, ®1 :. . I. ,\ - 3H3E -8a : • �' F2 � `` _ 1 1 1 3H3B -4b 3H3B -26 11 F2 E1 it I . - I. 1 1 3H3B -4b 3H3B -2a . '• 1 31-13B -4b 3H38 -2a 1 EE I 3H3B - 4b E F 2 1 _ i 3138 - 4b E _ _ 1 � 3H3B 4b i . 1 3H3B -4b 3138 -2b ®.F2. . ®. 3A34:V.. .it 3H3B 6a.b • - 3H3B -6o,b --. r -- ' b Qi -- I-- - -. - -J a 3H3E -Ba.b 3138 -8d 3H3E -4o,b fi EEJ clip PARTIAL SECOND FLOOR LIGHTING PLAN - PHASE 3 E223 SCALE: I/8 " -H -0" 3H3E - 3H3B 711/ F2 z 1r y SHEET NOTES K LOW VOLTAGE SWITCH BANK FOR CONTROLLING FIXTURES IN CAGE AREA. 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Tie . li'.... 1..'a �C'� ■�iY"T.i'if I W SABEY CONSULTANTS !� TECH 9) EAST BROK w ROAD SU iE 100 100 1] 1 — �Ax�IOSF fA fORNU 9511) M. 100�}E =15Lt 17.0 MOxiCONE Y STNEET SUITE )15. 115- >00 -600a SOH FPANCISCO CAIJiORHIA 11101 FA %.110 -788 -6010 •UnSUUUM: umnri1A\ �rr.�c -r_ airtr,r, r,�rcaF WWliittliU =UI•UMl �Oq ■�i11�■ �tid ■su ar . MC UMW nte.Brais annent ® JC4 6ROMM Ii1 eme -11:11V441111O, . 1G° smgmloasslummitari REVISIONS ARCHITECTURE KEY PLAN 65L® FOR T1 PERMIT-RH 3 0844110 DIED FOR CONSTRUCTIONFH l 07.00 ISSUED FOR T1 PERMIT -PH 2 O7 -26-00 ISSUED FOR T1 PERMIT -PH 1 . 06 -26-00 ISSUE DATE EXODUS" *Fat te.eeist DRAWING TITLE: 4 PROJECT. NUMBER: 200154 DRAWN BY: WL /TOJ CHECKED BY: SC APPROVED BY: DRAWING NUMBER: E2.23 PARTIAL SECOND FLOOR UGHTING PLAN - PHASE 3 PROGRESS DATE: - - - 00 FILE: I: \200DCADO \200154EX0- SEAS \:154E223 PLOT: , : : , . , , , , , , . 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I , - __., .._ , ....7 77 : .. -.__ . ; L,.;1_ -. , • .: . 7 7 - -7 . ,...- 7t _;...• ; 1_ _ i , , • oleiltril,Ciarlimmcwri., 1 I I ' - - - I 1 I E Ak I' i 1 I.VDOOGADD \ 200154.D-SEA3\154E233 DWG '-'-' Aug I ■, 2000 16:41,47 By: MARYP MATCHLINE PHASE 4, SEE E2.34 PARTIAL THIRD FLOOR LIGHTING PLAN - PHASE 3 SCALE I /8"= 7 ( SHEET NOTES 0 LOW VOLTAGE SWITCH BANK FOR CONTROLLING FIXTURES IN CAGE AREA_ PROVIDE SPACE TO ACCOMODATE THREE ADDITIONAL SWITCH PANELS FOR FUTURE USE. ALL SWITCHES IN SINGLE COVERPLATE. COORDINATE LOCATION OF SWITCH BANK WITH ARCHITECT PRIOR TO ROUGH-IN. SABEY DRAW. MLE: DRAWING NUMBER, ARCHITECTURE MAID IECI1 97 EAST BROKAW ROAD SUITE 300 408-436-13300 SAEL.LOSE_CALNTOHNJA N91 t FL, 4138-436-1 SI 1 120 ,19911 SUITE 7,._,115-788 -DOM SAN FRANCISCO. CAUFORNIA SAIDA. F 3:113-788-6040 mu uso••ormil •akettro••ilm DOW SOO OMMEMOMM ITIMSOSSFRETIMIMAM lfflOSOOS,1 0116 AMMEMM mum SOUSSA MUMS= MIMIlkant1121 &WM SOU Nadi @NM OMOOSOM SOOKommus IMANSBNIXWE acivw4izzao maiiugdg,W imaimisearessamar-- Imes ea isurnii ISSUED Fal T.1 PERYD,H 3 oe,wao ISSUED FOR GONSTRUGDON.PH 1 D7-31,0 ISSUED FOR IL PERMIT-PH 2 07-26-00 ISSUED FOR Ti PERMIT-PH 1 . 06-26-00 REVISIONS KEY PLAN • EXODUS" 1WiVggte.east IIIIIIMIIIIIMIIOIIMMI PARTIAL THIRD FLOOR LIGHTING PLAN - PHASE 3 PROGRESS DATE. 06-02-00 FILE 1:\2000CADD \ 200 • 54EXO-SEA3 \ 154E233 PLOT. PROJECT NUMBER 200154 DRAWN MY - WL/T0,1 CHECKED BY- SC APPROVED BY E2.33 _39 -26 3L3A- - 1,3,5+ -14 1 3L'B -4 9 53L3A - 2;46 ``3L3B -7,357 i n M • L3B -9 3,15 1 _ 3L3A - 11,19,21,23 1 � { 3L3B- 68;10 _. 3L3B -2 0 11 ' 3L3B- 17,19,21,23 3L382 1.5.15. i V m 3L38-4 3L38 4 3L3�1881�-2 3L388 -4 \ 200GCADD \200154EXO SEA3 \151E313.0WG " - " - " Aug 14, 2000 ' - " - ' 13:5312 ' - ' - ' By: SUZANNEB 3L3 4 3 �_ 2 -- __-- - .3134 .4 . 8 I II, , 3L3B -2 ®411 Ij 3'13A -18 WP GI 9�3L3A -1 - . .lF9 WP 3L3A GFI; PHASE 3 k e n ,k®3L3A-18 . -.. -.. -... .3 WP I GFI 3L3A -18 WP GFI L3A -14 F3L34. - -2 P UPS 3A2 UPS 303 UPS 3❑ - - - UPS 352 . I - - . UPS 3C2 UPS 3C3 UPS 3L3A -14 UPS 322 I .., . UPS .333 UPS 383 . - - UPS 30" UPS 3F' f 1 5 P 5 3 0 2 . . . . . . _ 3TLEf Q, 353E 1 3L3 1� 3.4 4 T d- 3LCP3E �L3A -72 !_. UPS 3E3 . . - PARTIAL FIRST FLOOR POWER PLAN - PHASE 3 E3.13 SCALE: 1/6 " =1' -0" 3L3A- 19, 3THA 383.4 — 3LCP3A 3TL4 3L3A 0- 3LCP.38 34138 dd'' 31-LB j3L3B 3151 3H3C 3LCF3C .1, 64--31-133 (]I 3LCP3D I I I 3TLU L 3L3D 375E MATCHLINE , SEE E3.14 SHEET NOTES O JUNCTION BOX FOR 120V POWER TO GENERATOR BLOCK HEATER O JUNG ION BOX FOR 1WV POWER TO GENERATOR JACKET HEAI_R K JUNCTION BOX FOR 120V POWER TO GENERATOR BATTERY CHARGERS O PROVIDE CIRCUITS SPECIFIED FOR VALVE ROOM. VERIFY CIRCUIT REQUIREMENTS WITH FIRE PROTECTION COORDINATOR .RIOR TO ROUGH -IN. O PROVIDE FEEDER, TO SEWAGE EJECTOR PUMP, SP -1, 460V, 31. PROVIDE WIRING CONNECTION TO PUMP CONTROLLER /STARTER. FURNSHED UNDER DIVISION 15. 1 i'' ]1: - F - . �! 3150 Tar, 20 1 UP P 1 i D2 SABEY CONSULTANTS ISSUE DA`^ DRAWING NUMBER: ARCHITECTURE 91 EAST BROKAW ROAD $LIRE ]Op d06 -63fi -8300 [ex JDSE rA iORUA ocll^ iew SpB b36 -IStI 130 NOI�.fGOMERY STACK 51117E 715 dI6�Q00_" $AN iRPNG1600 CALIiORNIA 9dI0e iA %.115- J66 -fipd0 JO •••84iii ai _ . I RGTilli 1►ri.i.. IA 7�/ iiiqiw,.�, N∎ iT•lSUS tat �lw �.�. > ua ' I mos .M96ii i I rIi11iSIthhlIbU MegileMl MOIR •P w ili 40 ill - 'UY 1 31 EggiNGMSOCIPO ilia `1 16 111 144.. KEY PLAN ISSUED FOR T1 PERMIT-PH 3 08-14-00 ISSUED FOR CONSTRUCRON.PH 1 0731-00 ISSUED FOR Tl PERMIT -PH 2 07 -26-00 ISSUED FOR T1 PERMIT.PH1 06.26 -00 RE:ISIONS E3.13 DRAWING TITLE. PARTIAL FIRST FLOOR POWER PLAN - PHASE 2 PROGRESS DATE: 06- 02 -00 PILE: I:\2000CADD \20015411:0 SFAS \154E3,7. PLOT: PROJECT NUMBER. 200154 DRAWN BY 05 /WL CHECKED B`.: SC APPROVED BY IL ---".--- f-1.--1 i; ii il i - - 1 , 1 e 1 , I — — — I I I, r , I I I I I \ 2070CADD 200154EXO-SEA3 154E322,DWG 4 -- 4 Aug 14, 2000 -- - By: VALERIAB z 7 r H T Ak rasco I \ DP3-0 PHASE 3 r/ I , ! I! • : , t . : I ` , . , , I . ., l', !!' .' '' , . . 1 '''. , I 1 , ; . 1 I ; I• ,_\ 1 ; i I ! ; 1 A I " --- — -- •- --- -''''T - T'T - 7•J'''' 7- ' TT '7 - '''7? 7 ' 77> 77 ' , A ,, • / - •! ' 77 / /77 7 .7 7 , 77/77 - . - '77 - 7/ „! ;77,77 7 — ,-- , 7 / Z7 7 : i, % ' - - . , ......-- — , --; . .4. - 2._ •_ ..,--, - ..,,-._/., .c...: ./..- .-: ,..z_r_:i..,:.,-//,__,.-/_4, .LL, /_,'-a,•_/_z:Lz_4_z / . <,_,_,-, - / : '../z / - •- ,/ !, ' - / -_,,, - ://, - - - - - /- /,,-3/ 01 ,---____,' , . I I .,.; : : •‘) PARTIAL SECOND FLOOR POWER PLAN - PHASE 2 .- -- ,. ., !' 7 7 „, ,, .,.7 7, 7,7'277 ,727 .. ,',.7. 2, . ,.! ! 7 . I - 1,_ ! I! i ' I ■ I ! I! ! 1, h _,:7 L . 1 , 1 , . ,____ u . . . ..._, . __ • __. _ :!,,,_ _. .__ __ __ ,_-„,,..._ ___ 1.,.,-.1_ !!.. __ .__ ,.. ...,_ ___ __ ..„‘„,___ ..„..!_\_, it I -- : ■ 1., ;, , : 1.1.1 ! : I : .., ------ R-1 LU e . — ' :_, .) ..jr,' n,; , ,! __,,. ,:,_____ . 1 1 , ; 1 r , — I --.- - .:7, ' ;;L;;1, ; ---7 : ;7, r .) --\. ,zi! ,.. -4 , ,I z,___ II . -,.,--_ ---\ - --!--- ; 14 t . I ..V I 4 I .• , • - - ' I 4 '1--. < .* 1 , , ,-- - -- . -- --, 4 I t I 4 • l I t , , 1 .. , . . , , . . , r ; N , HH , . 1...! . , 7 \= ■ L , r 1 4. -- 6 I 1 i 1 N 0 ; A 01 1 • I 0 i , 1 1 -/-,td: • MATCHLINE SEE PHASE 1, E321 SABEY ARCHITECTURE /\ EXP 09-21X-00 CONSULTANTS f■J A LA TECH 97 EAST BROKAW ROAD SUITE 300 408-436-8300 RAN IOSE_CAUEDIEDA6 95117 FAR 4013-436-1.511 REVISIONS LSSUE DATE a'or■Zr's co!! 111•11111 DRAWING TITLE_ DRAWN BY, W CHECKED BY: SC APPROVED BY: DRAWING NUMBER: INMIIMMI■11111 Ontli?gfiLe.„&67.Si PARTIAL SECOND FLOOR POWER PLAN - PHASE 2 \ PROGRESS DATE: 06-02-00 FILE; I. 2000CADD 2041154EXO-SEA3 \ 154E322 PLOT . -; PROJECT NUMBER. 200154 E3.22 L I:\2 COOCADD \200154EX0- SEA3 \154E323. DWG ' -* A11g 14, 2000 4 -` -' 12:22'25 • -' -• By: MARYP ` :'0215:52; .02.15.51 . .02..5.5b i (3x3 4', 02.ti 47', • " 1 02.10.61 2 1. 02.10.50 02 08 44 F- F_f-@(3A3 ;34)-1 - 02 68.361 :; 02 08.35 ,02.08 37 I 02.14 49 02. 14.48 . 02.14 47 . 02 -14.46 . 0214.4.E . UPS-3A1 . ' 19 . '.r ,3L3G -1 • 02. 3 0213413 02.1342 1 02 13 02.13!40 SCC -3 (3,033 -4) i,L. . . - . . . • . 02.0715 02,2.52; 02.1251 ; UPS 3A3 SCC -3 02.1 1 .46; 021 4p • (3A3 02.10.59 02E10 58 02-04 -3p 3L3G -1 (3A3- 3 -4) -3 1250 02 12.49 . 02 -12,8 ���• VI247 1 3L3G -,1 11P -381 02.1,4 02.11.3 02.11 47 ;02.11'.4) 02.10.57 \� \\ 3L 02 04.33. 02.04.32 ; 02.04:3.1 ,' 02D430 02 04.29 • 3L3CT10 �I 4 ® ,�3L3C -2 a •, 0 r L C V4 ... 3L3G 79,11 • L II-I IMO-- I ��( 4 - 3L3C -4 fLL (3A3 -3 -4 02.07.37 02.07.36 UPS -3A3 I 3L3G -1' 02.07 33 0207.34 • SCC -3 020732 • • 02.07:31 3L3 G- 1 ' / -, p , /r te r ' - /._ I I 02..0.56 _ 02.1055 . 02..10 54 02.10 53,..4 1 02 10.52 : 02.10 57 02 10.5 . 1 1 1 SCC -3 a'. M X ! _ 021 39 02 38 02.13 37 0213.36 0213 35 02.13 34 .13.32 - L_ 13.31 - 04.13 -30 02 13 i I Q p T a. SCC 3 _ 1 I d • • (381 3 4) 2 U °538 381 -3 -4j- 1 1 I J 1 ,02.12.40 02.12_. +p2.62.38UP$ I 7 -fl t 36 02.12 5 0212 34 02. 33 02,1432 1 L _ __.3L 3 G--- , i____._ 024.1.35 � � 02.11.34 0 2.1 i 33 1 \ I - 02.1 I.3 .02.17.30 02 1 ) 20 ! 02 11 28 1 • -I '\ ; �� SCC ' \ 1 (381 3 a) -2 _ 3 81 3 4 4 11 I I I TYP , f 3 �UL I g 35 -02.10 • . 02 92.1 2 ,0 1 47 7 ' 02 -10 40 02.10 39 02 10 38 02 10 37 D2 10 36 TLEC1R CA DUCT �' 02;'.5.35 02:15.34 02.15.33 02.15. 02.15.31 • 021530 RISER �I 1 F N OPENING ,{, 11 CO ,'- _ -.,- - ., (381 1 41.- 2 4- i , - 1 - I _ _ .__ F3B ' .3 - - 1. - _ . 1 � \ r T -I I to 36 :.02,14.35 02..14.34 02,14,33 .0.14132 1 . I ' .� n: . M . DRS -303 .. . 1 1 313C -3- - • 02.15.42 1 , 02,15 40 • 02.15 39 02.45 -38 02.15.37 0204 02.14.43 3214,42 02.14 41 02.1.4.40 02.1439 02.14 39. 02. 4.37. .I . . .I 02,.0943 02 09 2 02.0,9 41 02.09„40 , ; 02 09,39 02.09 02.05 37 02.09 02 14.09 34 02,09.33 4.09.32 02.09 31. i 02,09.30 02,9 02.09.28 1 02.09.; 7 • 02.09.26, • 3L3.0 -1 i i' _ 1 012 08 32 02.08 31 02 08.30 (343 -3 5 ' • • UPS -3E1 • . • 020729 02.07.30' 3L3C -3 • 02. 02.07.27 02.0726 PARTIAL SECOND FLOOR POWER PLAN - PHASE 3 E3.23 SCALE: - 3L3G 3 x J - 1 1 1 - Tr 1 1- 1 1 1 1 1 ,11 1 0 2. 0 9 23 , _ 02.09.22. i, , 0 2 . 0 9 .21, 02.09 , .02 .0' 049/18 .!I I lm '1 1 3L3C -5 I • • 02.08 19 ! 02.08 18 02.08 17 1 02.08 16 C2.08.15 • 02.08 14 x 1 • i : 1 I I / 1 1 1 (381 -3 4) 2 CC-3._ i- 0207.24' 0 02.07.23 • 02:07.22 • . n'. UPS 361 3L3G 3_ \ 7 PST3C3 02 Ob.31' 02 06 30 7 02.06 29 02.06 28 02.06 27 ' '02.0626 • '.02 -06.25 i I . 0266 02000 23 ' 02.06.22 0206,21 02.06.20 02.06.19 '0206.18 • 02.06:17 • X' 02.06.16 • ST_ -3 SI: I$CC3 �. .I 1, S 387. r • L 383 3 4) 1 _.. 3 4)-56'3 L 1� (381- 3 -4) -2 t _ __ _.__ . • 0205:39 • • • . 1 ' 02.05.37 • 02.0536 • 02.05:35 '..05.34 02.05.33 . . ;3L3G -3 • ` - 0205.34 •0205.30 - ': • 0205.29 • 02 05.28. • 02.0527 • 02.05.26 02.05.25 02.05 24 02.05.23 ...1• TY 02 05.22 02. -05.21 -. 020520 02.05.19 02.05.1 1 , 02. 05.43: .: • • • :. ... .02.05.38 1 . ! I i I i , __... 3136.5 n. 2 -0420 1 1 .0204,27 02.04.26, ,0204.25 . 02.04 02O 23, - 02.04.22 .I 02.04.21 • , 1204.20 '1 020419 I - 1 F. F 7 .F, • i l i • 1. �M UP `'\ �_ 1 . . �' ,/L 7U :' /_ //L ? 1.., ill T% - r7_' 7� 7� n 11 3 11 3 1 ' . ^' �. L -' ' , STFs ^ I\ . I 02.07.26 (3A -4�. / /T � I1 i- _ it IR (_� ` ♦ \ /. --� �,� I t / �1 I , , , - - DN. � � I I' dz.oi zs 1 a2.ol.za I a2:01.23 I� oza +.22 I oz of zl ' 1 02.01 .20 E l ��� L li . . . - • I I SEC • 02.03,28. . . 1 . 02 03 27 02 03 26 02 03,25 02,03.24 • 02.0123 02,03.22 . 02.03,21 . 02 03.20 02.03.79 • 02:02.26 • • 02.02:25 0 <.02 24 02.02 23 02 02:22' • 02.02 2i 02.02.20 • UP$ -3C: • 0202.14 ' 3930 -5 0204.187 02.0417 020416 02,0415 0204 14 j ':!II Y'- 20ovri SHEET NOTES Ot GENERAL PURPOSE AND CONVENIENCE RECEPTACLE, TWIST LOCK TYPE, NEMA L5 -20R. VERIFY EXACT NEMA OUTLET NUMBER PRIOR TO ROUGH -IN. O ALL GROUNDING CONDUCTORS FROM PMMS TO COLUMNS TO BE EXOTHERMICALLY BONDED. O EXTEND CONDUITS AND FEEDERS TO MGE SIDECARS IN SUPPORT ROOM 246. REFER TO SHEET E5.6 FUR NOC /NODE PMM SINGLE LINE DIAGRAM. MGE SIDECAR 1B1 -1 -5. RUN (1) 2 1/2" C AND FEEDER TO MGE SIDECAR 101 -1 -6 LOCATED IN SUPPORT ROOM 346. REFER TO SHEET E5.6. OS MGE SIDECAR 102 -I -1. RUN (1) 2 1 C AND FEEDER TO MGE SIDECAR 'D2 -I -3 LOCATED IN SUPPORT ROOM 34, REFER TO SHEET E5.6. 0201119 02.01.18 \/ PROVIDE CIRCUIT TO INSTANTANEOUS WATER HEATER, 208V, 30, 8100 WATTS, 40A /3P CIRCUIT BREAKER. MATCHLINE PHASE 4, SEE E324' I I 02.07.19' 0 02.07:17' UPS -3D3 • • i 1/ 02.06.15 • I 10206 14 . '02.06 1'3 '02.0012 SCC - , .111 1 1 1 (301 ! I II I I 1, 2 03 , : 02 03 17 I. 02 03,16. . .02.03.15 02.03.1.4 UPS 303 . 62 07 17l 02 0j6 02 02 15 0202 .l4 0202.13 1 1 � L Scc13 I . . . 1 02.01 02.01.;6 02 01,10 02.01 1 i� SABEY CONSULTANTS 97 EAST BROKAW ROAD SUITE 300 498- 436 -8300 SMS,IOST 0411FORNIA Qsll) 74%; 40a - 456 - 1511 170 MQNr.{3yi 60 SITHT SURE 7154_415 - 789 - 6000 SAN FRANCISCO. CALIFORNIA 94104. 84.415- 788 -6040 ..e.uu], ••••/AIC1 1iTf T4iii111191►9R OiI Wm►�INI I1 / 1■1LIIMM10 1111111_. N11� irli I UUUU\r1111:111111 C�hlilii•4Jiilili111 ■ S111 Fx c 1 saassompapoput 1aW6ur ^r 1:�1 i1rJIli�FI 1111/163 lie DRAWING TITLE: DRAWING NUMBER ARCHITECTURE TECH KEY PLAN ISSUED FOR TBP30If PH3 0844 -00 ISSUED FOR CONSIAUCTION -PH 1 0731-00 ISSUED FOR T1 PERMIT -PH 2 07 -26-00 ISSUED FOR Tl PERMIT -PH 1 . 06 -2600 REVISIONS ISSUE DATE I♦ c�pF tUK �\ EXODE nrriegL W. east PROJECT NUMBER_ 200154 DRAWN BY! VB /W1, CHECKED BY: SC APPROVED BY: PARTIAL SECOND FLOOR POWER PLAN - PHASE 3 PROGRESS DATE' 07-28-00 FILE: • 1. \2000CAD0 \200154EX0- SEA3 \154E323 PLOT: E3.23 20015 • S= 713\]5 .OWG •-'- ug 1 . 2000 • -' 13:55:18 3 3 3 3• By: VALERIAB • 7,03.0847 I :UPS -302 03.06.43 1 - 03.05.38 03 -05.37 03 05.36 I 03.05 39 03 04 36 03. 03 b4.34 1 .'03.04.37 ICC -3 1 - 1 •31446 • 1 UPS 3A2 1 • I 63 03.12 44 I UPS 3A2- I ' H® {382= 3 -4) -3. 5 R ' - - 3L3A-A 2 \- (362 374')T3Q� '//;• '// 5 - - 3L3A A 6 sue ._ 3L3A A" • 0' 13 27 b3323 03.03 3L3A -I 1.13.15 WI Vl 3L3A , 3L3QrA 2 ~ai,3EV -2 3L3A A-i; Na _ � 04; a s 3L3A A g, 3L3A -A -4 3L3A A - § I �I 03 22 2' 0302.26 . 0342.24 • • 03.02.23. , 03.02.22 .03.02.21 03.02.20 • 03 2 03 02.181 7 ' PARTIAL THIRD FLOOR POWER PLAN - PHASE 3 SCALE: 1/8 "=1' -0" SHEET NOTES 2-7 0 GENERAL PURPOSE AND CONVENIENCE RECEPTACLE, TWIST LOCK TYPE, NEMA L5 -20R. VERIFY EXACT NEMA OUTLET NUMBER PRIOR TO ROUGH - IN. �j ALL GROUNDING CONDUCTORS FROM PMMS TO COLUMNS TO BE EXOTHERMICALLY BONDED. PROVIDE CIRCUIT TO INSTANTANEOUS WATER HEATER, 208V, 30. 8000 WATTS, 40A /3P CIRCUIT BREAKER. MATCHLINE PHASE 4, SEE E3.34 0 1, 03 10 5 03.'5.50 03. 5.49. 03.15.48. 03.084& 03.08.45 030444 : - 030843 - 03.08.42 03.08.9 3B2 3 4r UPS -3B2 3L 3.14. / 03'a 44 03 07.43' 03 07.42 I • 0307 41 03.07:40 03.07:39 03.07.38 03 07'3 ��UPS -382 ... • - • 03.06.42 0306.x0 . .0306.41 030639 03 .06.38 . 0306.37 030636:. SCC -3 3L3A A -1 1 1 03 05.35 0305.34 03.05. 33 03.05.32 03 05 3!. 1 03 05.30 03,04.33 03.04 32 03 043' 03 04.30 33 04.29 _ • 3L3A- 3., 5 47. 03.15.46 . 03.15 45 . 03.15.44 03..15.43 .03.1542 03 1541. 0 _,1 5 4C 3 15, PANEL SUSS -A _ - , - -- - - UPS 383 g 3L3A A 5 ✓ I< 45. 031443 03.144 MGE $IDECAft 31A- A 1B tO(IU -I -6 / 2 .'4VOE SIDECAR 102 -'1 -3 - MI / I SEE DETAIL - - 03 14.39 .03.74- 5 03:1 4 _37 03.14.36. .03.14.35 .03:14.34 ''. 031338 SCC -3 03 73.37 03�133fi 0313.35 T. 0 Il S ( / ' 0. 1 3 0313.33 0313.32 03.13.31 0313.3 03.13.29 'PANEL 3L30 DP3 D - - - PANEL EL 3 -A l 3L3A A -3 UPS 383, .. (382 1� .. .._.._ `� + / \ t -.. _ -_ '- (382 3 - " " - 4) ,3 ._. '.'.__.. ..� T --. _ � ' 334 SCC - 3 I ANEL URE - A I 0 / J P ��1 3L3A A '1. UPS -30 ((( _ _ 3L3A A- 2 0'.12.43 03 t a2 - 03.12.a0 03.12 .39 D3 "2 38 03 3 _ , 232 03 12.31 3L3A A 5. 0312.29 UPS -382 ;' 0'.72.41 ' 7 „_'.2 ..� 03 �t 2.34 03.72.33 031 0312.30 j I i 3L3A A S. G3 2 6 O 03.10.6 03 1 03 10.54 01]0.53 03_!0.52 03 -10.51 ! 03.10.50 03.10.49' 03-10.48 03.10 .03.10.46 03.09.45 03 09 4 03 09 43 5I- 03.01.27 __,3L3A -A -1 0' ' ".35 • '0 -'I 1.34 03 -11.33 03.11.32' 'I 03 11.37 03.11:35 9 1/ 4 5 03.70 44 03. t 0.43 03.15 42 7 03.70.41 03.10 40 03.10.39 03.10.38 03 .037 03.10.36 03.10.35 03.,0 .34 0310.33 03.10.32 3L3A -.A 5 1:. 03_09 42 0 0., .47 03.09 40 . 03.09.39 . 03.09.38 03 -0.37 03.09.36 03.09 34 03.09.33 0309.32 .03.09.31 - . . . . . .03.09.35 • ... C.. _ . 03.08 36 ` 03 08 30 - 05.08.34. 0 08:33 • ' • 03.08.32 03.09.31 C,408.30 03.08.25 3L3A =A--3 . 03.07.35 ; 3L3A -A -5 °!.. - • 03.0734' • 03.07.33 '03:07.32 • • 03.07'31' • 03.07 30 • 03.07.29 UPS 'C2 ....... . . 03.06.35 06 3- - 03 06 33 . 03.06.32. 03 06.31. 03.06.30 03.06.29 U� SCC -3 (392 3 41 5 . _. (3B3- 3 -4)= -2 0 3L3A -A -I .- 3L3A -A 3 03.05.29 03.05 28 • 03.05. 03.05.26 03 03.05.2 J30<.27 030 26 030425 03.04 24 0.,04 .23 03.04.22 03.04.21 • 030420 3L3A -A -5 03.05.23 03.05.22 UPS 301 SCC -3 03.07.28 UPS - 30T 03 06,28 03_05.21 1%1 / __. . 3L3A - 3 03.03.24 - 03.03.23 03:03.22 • 03.03.21 03 20 03 SCC -3 03.19 03.03. 8 ,-30073' '. .06.27 .03.06.26 SCC -3 1228 0312.17 0,22 LOS 03.09.30 3L3A -A- 3L3A -A� .07.27! . 03.07.26 • ' "03.07.2 " 03.07.24' UPS -302 ii o Lu D3 -15.38 0315.37. 03.,36- RSERrtI� 03'34. 0.3.533' .031532 .03.!5 03.'3 30 . p3.15.29 k AW 3L3A -A -5 OPENING • . . Rig 1I,y„1 I f 1383 }a. -' 33 •432 C3 4.31. 0-3 4.30. UPS -302 1 ' 1 0- 1 - 1 LU .II Z - I' i J 1 = _ - (313S-3-4).-46 .' . ,. Q . .--., 1 1 -I 1 3L3A- A -7 :',M 1 03.09.29 0308.28 • 03.06.27 I 03.08.26 03.08.25 1 I (383 -3 -41-46 'I .03 06.25 . . 03.06.24 . 1 I 1 I 1 (3133-3-4)-46 383 -3 4) 46- 1 I _ 1 I 1 I 1 I - 'I I (383-3-*) 3L3A -A -7 , I -- 0305.20 03.05.19 03.05.18 03.05.17 I I ' 03.05.' 6 I I I . 1 03.0410 01.0 18 .0304.7 al 0 �4.'. 03 0 5 C 5 • (3B3- 3- 41-46 i 03.17 - 03.03.16 I 03.03.15 03.03.14 ■ 1 _ UP5 303 • - - 0302.46 • 03. - 0302.14 . I 1 1 (382-- .L-4).5 , I I 03.0126 0301 25 (38343 49 4 � - - - - - 1 03.01.24 , 03.01.25 ( - 03'0122' '03.0121 1 03.0120 0301 19 '' 03.0118 .' 0 }.0117 = 030116 03 01 15 . - 0301.14 TIT SABEY 7.CH - 97 UST BROKAW ROAD SUITE 300 109 -456 -8300 SAN dOSE_CALWORNU 95112 FAX 408 -419 -1511 IEO MO - RT STRF SUITE JIS { 1_ ro - SAH FRANCISCO CADfO RN1A ell pl. FAX: IS -]8 -6010 11=Ni HNOI:UI•NI'AIu Iil 9 '7 *T [ir IIUUUU 41►1 P =rW 1114646=ENNUI / rNONmNrri •171711$ !Ur/�� ■UI N•UN 4J I UIiIUl•U•w Ertr - H iii ra +t II III IIyNiU1! 0 small ® V !FM REVISIONS DRAWING. TITLE DRAWING NUMBER: ARCHITECTURE KEY PLAN ISSUED FORTE PEIMT-FH 3 0&tbip ISSUED FOR CONSTRUCTHMI-PH 1 07 -31-00 ISSUED FOR Tl PERMIT-PH 2 07 -26-00 ISSUED FOR Tl PERMIT.PH 1 . 06 -26-00 ISSUE DATE PROJECT NUMBER: 200154 DRAWN BR: VB /MM CHECKED BY SC APPROVED 6Y: SO E,; <oDLIE PARTIAL THIRD FLOOR POWER PLAN - PHASE 3 PROGRESS DATE 8 -15 -00 FILE. I. \20000ADD \200154EX0- SEAS \154E332 PLOT: E3.33 1 11 3H3E. 12:::; �3t3B -A.1 . . 3H3E -12 �3L3B,,k x / 1 O 1 GFI L 3L3B -A -1 I ..� — 3H3E -12 DP3 -G I:\ 2000CADD \200154EX0 SFA3 \154E343.DWG " - " - " Aug 14. 2000 ' -' - ' 13:57:08 . - ' - ' By VALERIAB GFI ▪ DP3-C •�' 111 .GFI, GFI. 1 WP 1 WP -W2_ ___ ''''(> -- _.. -_'- ® __ -. 3L3WP'' - - _ - - J - E -12� 3_3B -A -5 3H3F- .B - - z DP _ 3H3 L 1 WP� J O 3 O DP3 E DP3 E CFI • 1 3L3B-A -�1 c` ��i . \ DM -C .VTh i , , . . . „. ... wp . , , .c, . ..,.._,., 3L3BTA,7 . t . . .,,,,, . '''''-'4. • . .9:: , 0 • . . , .. DP i -D ; ; ; ; . I .. t ';' I L.: „ \ - 1 ' , ' .. 1 1,, \ II c.. ' ._i, - I' A ........ 7, , , - , , 3 71 '.-r i , a - '07,1,*!.;;;,(4.,z; .... , . . . . . . : op3 D . ,!. ff ._,_ 1 8) . .... 1 . :• :: . . . n . .1 .: , ...—.J:L76 i , ..... ' . D ': 1 , • _ 3L3B 3J�I • --i ---- -- - . . WF O ° �� 1I i; � - DP3-A GFI I I i anti .. DP -A. - _ I I. .. • /'r ; • 1 DP3 -A .� 3H3E -12 . 10 it 1' III j CP 1. , Q - i . - L 1 / I . ~ II X I ∎ I It -y! L - J' II F= 1 - ,\ - . . i -- { - ..... DP3 -E - Gc !,F - ^— 4 WP t -4 "v" WP. 3L3B - -IF 1 -- -- 60 "d SA NOTE: SUBMIT STRUCTURAL CALCULATIONS FOR STRUT ASSEMBLY ROOF SCALE: NTS 31 -12 p- 1- 3H3E-12 1— oO`d SA (E (fl -- 3L3B -t -3 . . . . . . . ., . . PARTIAL ROOF FLOOR LIGHTING PLAN - PHASE 3 E3.43 SCALE: 1 /8 = I' -0" / • LIGHT FIXTURE AND RECEPTACLE MOUNTING - 1/2" STEEL PIPE WP LIGHT FIXTURE, F12. DIRECTION OF FIXTURE AS SHOWN ON PLANS. SEE SHEET E3.41. UNiSTRVT 0 ROOF FLANGE - SECURED WITH FOUR 1/4720 EXPANSION ANCHORS c 2 7 9 SHEET NOTES O SEE SINGLE LINE DIAGRAM FOR FEEDER SIZES. O2 PROVIDE POWER CONNECTION TO VARIABLE FREQUENCY DRIVE. VFD FURNISHED UNDER DIVISION 15 MECHANICAL, INSTALLED AND WIRED UNDER DIVISION 16 ELECTRICAL. PROVIDE ALL POWER WIRING CONNECTIONS INCLUDING WIRING FROM CONTROL PANEL TO VFD'S AND FILTER TO VFD'S. TYPICAL FOR ALL MECHANICAL EQUIPMENT FURNISHED WITH VFD'S. O PROVIDE COMBINATION STARTER, NEMA STARTER SIZE TO MATCH HORSEPOWER RATING OF MOTOR IN NEMA 3R ENCLOSURE. CONTROL WIRING SHALL BE UNDER DIVISION 15. COORDINATE CONDUIT REQUIREMENTS WITH MECHANICAL CONTRACTOR. O ROOF RECEPTACLE AND FIXTURE F12 TO BE SUPPORTED BY FREE STANDING UNISTRUT. SEE DETAIL 2. SHEET E3.43. MATCHLINE PHASE 4, SEE E3.44 , 1. . . . ( A = I 40 GFI -3L3B A/5 / WP —3L3B k . 5 - . . f — =3h13E 12 Q 3H39-12 - - - - --i ® 1 1 1 ____--/ 1 GFI . f WP 3L3B -A -7 3H3E -12 SILBEY ARCHITECTURE CONSULTANTS TECH 97 EAST BROKAW ROAD SUITE 300 108 - 436 -83W SIN IOSE_S>LIELITU♦ 408 -436 -1511 1�0 MONLC�RI SIREff. SURE )15. li5- )Bfi -6CW SAN FRANCISCO C41fORNIA 9l1C1. FAX:<IS -)88 -6010 IMMOOS h\ REM logOOSIIS.Iliil: ■hill Yiiiii�:il�ilill� ■ r SN €mac 11• t y 7 C y 11Fii' � ' 1 _ � KC3G ` f1 i iileataiiig�r . WIFF:Valf4MMOMNReP69 ISSUED FOR CONSIRIICTEN-PH 1 07.00 ' ISSUED FOR TV PERMR -PH 2 07 -26-00 DRAWING TITLE: DRAWING. NUMBER: KEY PLAN 6SED Fql T1 FEAR-PH 3 0814410 ISSUED FOR T1 PERMR -PH 1 . 06 -26-00 • a E��sEµ,. t e m , I tiG \ ` EX O D IuE ''' anTsstrgentvst PARTIAL ROOF LIGHTING & POWER PLAN - PHASE 3 PROGRESS DATE: 07 -28 -00 PLC, 'I E\ 2000CAOD \20U154EXO- SEA3 \154E343' PLOT: PROJECT NUMBER: 200154 DRAWN BY: VB/WL CHECKED BY: SC APPROVED BY: E3.43 aNEI. C DE ' CE YPE I_TCAi :: On' E _ . DEVICE FAM Lr ED FROM OC NOTES GLS,R,FTIO AMPS ° I: \2G00CADD \200154EX0 SEA3\154E43.D'WC ' - ' - ' Jun 19, 2000 • - • - ' 16:09:59 • - ' - ' By SUZANNEB G 3 PHASE RAL [I1G(A): 100 VITH:;TAND(A : 10000 i CUF2RENTCA 807 PANEL- OC DEVICE TvPL URE NENq t LOCgi[ON: MTRICAL CLOSET DEV (CE FAMILY: NG Surfpce FED fROM: E: 208 V AIrvN(A): 225a IR G: 3 PHASI NO OC pC RIPTION DEM SE LOADS VA TANA vA pEnAN�OESCF AMPS P AS P CO B C LOBE RAT[NG<A): V(THSiAN➢(A : I T CURRENT(q : �2oCO2�y IA IN S(A): ML❑ US RATING... t00 'IR NG 3 PHAS US WITHSTAND 10000 FAULT CURREN i 1890 3H3A 3H3B 3H3C 3H3D 3H3E 3L3A 3L3A -A 3L3B 3L38 -A 3L3C 3L3C -A 3L3D 3L3D -A 3L3E 3L3E -A SABEY CONSULTANTS ARCHITECTURE ALFA TECH 97 EAST BROKAW ROAD SUITE 300 408 -436 -8.310 SAN Jnsr rAIIFORNIA 95117 Fax. 408 -4i6 -1511 120 MONTGOMERY STREET, SUITE 715. 415 -788 -6000 SAN FRANCISCO, CALIFORNIA 94104. FAX:415- 788 -6040 _ S PoR Ti PERMIT-FH3 0&f WD MED FUR CONSTRUCTION-PH 1 07 -3.0 ISSUED FOR Ti PERMIT-PH 2 O7 -26-00 ISSUED FOR TC PERM11-PH 1 . O6 REVISIONS ISSUE DATE DRAWING TITLE: PANELBOARD SCHEDULES PROGRESS DATE: 06 -02 -00 FILE \2000CAOD \200154EXO- SEA3\154E43 PLOT: PROJECT' NUMBER: 200154 DRAWN BY: VB /MM CHECKED BY: SC APPROVED BY: • DRAWING NUMBER: E4.3 L UPS ROOM 1 1 2304 . .0...00.0.0...0.0.0.0 .,.."' 1 st:?' 282222222222222222222 1 222222222222222222222 GEN BATTERY CHARGER L L 4000 G GEN JACKET HEATER 222222222222222222222 222222222222222222222 fl,,..°""2MERNArs°,222 222222222222222222,222 SCHEDULE TUT LS KVA AMPS . PHASE TOTALS VA AMPS E BUS TOTAL (VA la Iry St A): >Oa RAT ING(q): 1001 P PANEL: S OC DEVICE TYPE: :UR'c: NEMA I nA(14S(q): MLO GO., A A:NS(a): 225A BUS RATING") 225 NOTES D DESCRIPTION DEMAND D DES[ N NOTES O OC O OC R RIP ION O OEM SE LOADS VA C CKT YA D DEMAND D DESCI N NU'.ES O O p pEMANO D DES[ N N,'ITES O OC 222222222222222222222 e'dEls ":11 NO, reitnt, 04 ,1000 0 0 0 0 0.,0000 000 k,1111,0,111,11,1, t 222222222222222222222 222222 228222222222 MOTOR CONTROL DAMPER I I 1580 f fl,,,,,m2Nn:2228U2RNAA222 CONY RCPT -STOR /RES 222222222222222222222 222222222222222222222 0 0000000000,000000000 ,, ,,00,22 .'1 , 9 222R; 22 227,2 22" .,Y z`,11 M .9, `• 222222222222222222222 SCHEDULE T[ BUS TOTALS ✓A S SCHEDULE TOTALS KVA A PHASE TOTALS vA AMPS: BUS TOTAL B BUS TOTALS KVA PANEL: MAINS"). 70A • BUS RATING(A) 1100 P PANEL: 3L3B OC DEVICE 'i YPE: Breaker E CLOSURE: NEMA 1 MAINS(A): 225A BUS RATING(A): I IAINSCA): MET OF RATING(A): 100 OC G L : E G DESL r ry O TE S O OC O OC N N OTE S D DESCRIPTION D DEMAND V VA P PHASE LOADS VA CKii V VA D DEH D DESCRIPTION . . NOTES D D 1 11=D O OESC O N O OC 22 3RD FLR COLO SPACE U UMP,,,'M,u2,11,11a 'Cara' VA,P, zz ' "--pppqm 456h RgRam , N--- T3q ssp "Immrp,, 222222222222222222222 30 2 G GEN BLOCK HEATER G GEN 1 1 2580 E Eq110000000000000000 CONY RCPT -GEN RM . 222222222222222222222 222222222222222222222 F 000p000000000000coo ...000.00=0=0000.00.0 , ,,0.21'=222W622,24;A822 222222222222222222222 SCHEDULE TETALS KVA AmPS o PHASE TOTALS VA AMPS BUS TOTALS S SCHEDULE TOTALS KVA AMPS x PHASE TOTALS VA AMPS BUS TOTAL S SCHEDULE TOTALS KVA AMPS + PHASE TOTALS VA AMP BUS TOTAL :A INS( A> 70A RATING(A): I IA LNS(q): MLO BUS RATING", 100 P PANEL: 3L3E OC DEVICE YPE: Breaker ENCLOSURE: NEMA 1 Ma Iry S", 225A US RATING", 225 C N NOTES D DESCRIPTIO D DEMAND DEMAND D DES[ N NOTES I I D DEMAND C C_SCI N NOTES O OC O OC N NOTES D DESCRIPTION D DEMAND V VA C CKT PHASE LOADS VA C CKT VA D DEMAND D DESCRIPTION N NOTES D DC 222222222222222222222 rg 09, mq, MN IT 1 M 0000 00000000000000000 000000000000000000000 1222222222222222222222 1222222222222222222222 N rt9,1„ 2 2 2 P. 0000 222222222222222222222 20 S SPARE S SPARE : : I I S 4 S SPARE S SPARE 2 20 1 S CHEDULE i[ AMPS Vq AMPS BUS OT AL S SCHEDULE TO AMPS VA AMPS BUS TOTAL Va S SCHE DLILE TOTALS KVA AMPS + PHASE TOTALS VA AMPS BUS OTpI$ KVA P ANEL OC DEVICE YPE :URE: rvEnA t MAINS(A) JOA RAT[NG(A): 100 P PANEL: 3 OC DEV TYPE ',URE: NEMA I MA1NS(q): 225A BUS RAi [NG(A>: 225 P PANEL: 3L 3E -A OC DEVICE YPE: Bre ENCLOSURE: NEMA I MAINS <A): MLO BUS RATING(A) 100 OC D DESCRIPTION O OEM S SE LOADS VA C CKT VA D DEMAND D DES[ N NOTES O OC OC D DESCRIPTION D DEN S SE LOADS vA O OCT VA D DEMAND D DESCRIPTION D DC O OC N NOTES D DESCRIPTION D DEMAND V Vq C CKT PHASE LOADS VA C CKT VR D DEMAND D DESCRIPTION N NOTES O OC U222 U,222228222222 2ND FIR COLD SPACE 2ND FLR COLD SPACE n n reg 1 3392 " " ' '- '" j qWWWWWWWfil AIR TUNNEL /VALVE RN. 2 222222222222222222222 2222 222222222222222 MOTOR CONTROL DAMPER g g L.ffl 1 1580 I IN , .- 0.22n , '222;',222RIA2222 ,adffitIMON COrvV RCPT -STOR /REST 2 222222222222222222222 20 S SPARE S SPARE 1 1 2 2 S SPARE S SPARE 2 20 SCHEDULE TOTALS NVA AMPS + PHASE TOTALS VA AMPS BUS TOTALS KVA S SCHEDULE TOTALS KVA AMPS + PHASE TOTALS VA AMPS BUS TOTALS KVA : S SCHEDULE TOTALS KVA AMPS + PHASE TOTALS VA AMPS BUS OTALS KVA DE ' CE YPE I_TCAi :: On' E _ . DEVICE FAM Lr ED FROM OC NOTES GLS,R,FTIO AMPS ° I: \2G00CADD \200154EX0 SEA3\154E43.D'WC ' - ' - ' Jun 19, 2000 • - • - ' 16:09:59 • - ' - ' By SUZANNEB G 3 PHASE RAL [I1G(A): 100 VITH:;TAND(A : 10000 i CUF2RENTCA 807 PANEL- OC DEVICE TvPL URE NENq t LOCgi[ON: MTRICAL CLOSET DEV (CE FAMILY: NG Surfpce FED fROM: E: 208 V AIrvN(A): 225a IR G: 3 PHASI NO OC pC RIPTION DEM SE LOADS VA TANA vA pEnAN�OESCF AMPS P AS P CO B C LOBE RAT[NG<A): V(THSiAN➢(A : I T CURRENT(q : �2oCO2�y IA IN S(A): ML❑ US RATING... t00 'IR NG 3 PHAS US WITHSTAND 10000 FAULT CURREN i 1890 3H3A 3H3B 3H3C 3H3D 3H3E 3L3A 3L3A -A 3L3B 3L38 -A 3L3C 3L3C -A 3L3D 3L3D -A 3L3E 3L3E -A SABEY CONSULTANTS ARCHITECTURE ALFA TECH 97 EAST BROKAW ROAD SUITE 300 408 -436 -8.310 SAN Jnsr rAIIFORNIA 95117 Fax. 408 -4i6 -1511 120 MONTGOMERY STREET, SUITE 715. 415 -788 -6000 SAN FRANCISCO, CALIFORNIA 94104. FAX:415- 788 -6040 _ S PoR Ti PERMIT-FH3 0&f WD MED FUR CONSTRUCTION-PH 1 07 -3.0 ISSUED FOR Ti PERMIT-PH 2 O7 -26-00 ISSUED FOR TC PERM11-PH 1 . O6 REVISIONS ISSUE DATE DRAWING TITLE: PANELBOARD SCHEDULES PROGRESS DATE: 06 -02 -00 FILE \2000CAOD \200154EXO- SEA3\154E43 PLOT: PROJECT' NUMBER: 200154 DRAWN BY: VB /MM CHECKED BY: SC APPROVED BY: • DRAWING NUMBER: E4.3 I:\ 2000CADD \200154ExO- SEA3 \154E48.DWG ' -• -" Jun 19, 2000 ":- -" 16:02:41 • -• -" By SUZANNEB PANEL: 181 -1 -5 OC DEVICE TYPE: Breaker LOCATION: MGE SIDECAR 181 -1 -5 DEVICE FAMILY: FED FROM: OC gMPS P 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 NOTES SCHEDULE TOTALS TOTAL CONNECTED TOTAL g MANE TOTAL pESIGN DESCRIPTION 1UBN2DE 247 121108E ?4]' SUBNODE 247 SUBNO DE 2a7 121108E 247 121108E 247 SUBNODE 247 SU BNODE 247 TINS 247 SUdNODE 24] SUBNODE 247 121108E 247 SUBNODE 247 SU NODE 24] SPARE SPARE SPARE SPARE SPARE SPARE SPRRE KVA AMPS 3. 2 9. 0 3. 2 9. 0 3, 2 9. 0 DEMAND CODE REC REC REC• REC' REC REC REC REC. REC REC REC REC REC REC SPARE SPARE SPARE SPARE SPARE SPARE SPARE 18 18 18 18 18 IB IS 18 18 IB 18 IB 18 l8 PHAS PHAS PHAS PHPS CKT P VACS ADS VA LO 900 180 180 180 180 LS VA 1620.0 900.0 ]20.0 CKT VA It 13 IS 17 19 2I 23 25 27 29 3l 33 35 37 39 4I TOTA A 2 180 4 180 6 80 I80 12 10 I4 I" 16 80 IB 20 180 22 180 24 26 180 28 30 32 34 36 38 40 42 AMI 13. 6. 5 5 0 72 DEMAND CODE DESCRIPTION NOTES 210 FLR SUB -NOD SPARE SPARE SPARE' SPARE' SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SFARE SPARE SPARE SPARE SPRRE ❑iALS crco KVA 3. 2 3. 2 3, 2 OA : TE 22%5 TIME DC AMPS P 20 20 20 2C 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 PANEL: 181 -1 -6 OC DEVICE TYPE: Breaker LOCATION: MGE SIDECAR I8I -1 -6 DEVICE FAMILY: FED FROM: OC AMPS P 20 20 20 20 20 20 20 20 20 20 20 20 20 20 201 20.,1 201 201 201 20 201, NOTES SCHEDULE TOTALS TOTAL CONNED TEU TOTAL DEMAND TOTAL DESIGN DESCRIPTION SUBNOOE 347 121108E 347 SUBNODE 347 SUBNODE 347 SU BNODE 347 SU BNOOE 347 SU BNO DE 34] SU BNODE 347 SU BNODE 34] 121108E 34] 12BNODE 347 SU BNOOE 34] SU BNODE 347 SU BNODE 34] SPARE' SPARE SPARE SPARE SPARE SPARE SPARE DEMAND CODE REC REC REC REC REC REC REC REC REC REC REC REC REC REC SPARE SPARE. SPARE SPARE SPARE SFARE SPARE VA I8 IB 18 IB 18 18 18 18 18 18 KVA AMP x PHAS 3.2 9.A PHAS 3. 9.0 a PHASE 3. 2 9: 0 x PHASE PANEL: 102 -1 -1. OC DEVICE TYPE: Breaker LOCATION: MGE SIDECAR 102 -1 -1 DEVICE FAMILY: FED FROM: OC gMPS P 20 20 20 20 • 20 20 20 20 20 20 zD 20 20 20 20 20 20 20 20 20 20 NOTES SCHEDULE TOTALS TOTAL CONNED TEO TOTAL DEMAND TOTAL DESIGN DESCRIPTION SUBNODE 247 SUBNODE 247 SUBNO DE 247' SUBNODE 247' 121108E 24 ] SUBNODE 121108E 247. SUBNODE 247' ...NODE 247 SUBNODE 247 121108E :247 SUBNODE '.247 SU BNODE 247 3427 247 SPARE SPARE SPARE SPARE SPARE SPARE KVA 2. 5 2. 5 2. 5 AMP DEMAND CODE REC REL REL REC REC REC REC R R E L REC REC REC REC REC SPARE SPARE SPARE SPARE SPARE SPARE SPARE P 18 IB IB 18 18 18 IB IB IB le IB IB 18 IB L5 23 25 27 29 33 35 37 39 TE FALS CKT 11 13 IS 17 t9 2l 23 25 2] 29 31 33 . 35 3] 39 4l ENCLOSURE: MOUNTING: VOLTAGE ENCLOSURE+ MOUNTING: VOL CAGE. 208 L80 180 180 80 180 180 180 180 VA 1620.10 900.' 0 ]20.,C 208 180 180 180 t80 180 I80 180 lB0 180 MOUNTING: VOLTAGE: 208 P HASE ADS VA LO 180 I80 180 180 180 LBO 180 180 180 12 18 20 22 24 26 28 30 32 34 36 38 40 42 10 12 14 16 18 20 22 24 26 28 30 32 36 38 40 42 VA MA INS(A). MLO IRING: 3 PHASE 4 WIRE u IR LNG 3 PHASE 4 WIRE 72 REC SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE'', SPARE, 3RD PLR SUB OC SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE ' SPARE SPARE SPARE SPARE SPARE , SPARE i AMPS BUS 'TOTALS KVA' 13. 5 I CONNECTED 3.2 7.5 DEMAND 3.2 6.0 DESIGN 3.2 MAINZ( MLO WIRING: 3 PHASE 4 VIBE DEMAND DESCRIPTIO CODE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE a PHASE TOTALS VA AMPS BUS TOTALS . PHASE A 900.0 7.5 CONNECTED * PHASE B 900.0 7.5 DEMAND A( PHASE C 720.0 6.0 DESIGN KVp 2. 5 2. 5 2. 5 BUS RATING,. 225 BUS WITHSTAND(.: 10000 FAULT CURRENT(A): 0 BUS RATING( A:: aus u[�!asrgND<A FAULT CUP,REN T(R NOTES OC AMPS P 20 1 20 1 20 20 1 20 1 20 20 20 2:l 20 20 20 20 20 20 20 20 20 20 . 20'' 20 C.ATE: Aug 4, 2000 TIME: 09: 02: 51'. BUS RATING(A): 225 BUS Wt CURRE NT < A O, 10000. FgULTCURRENi< 0 NOTES Of, AMPS P 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 MS:MS Aug 4 00 09: 02: l 20 PANEL LOCA T(O FED FRO 1 AM o PS P 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 PHASE LOADS VA A B C 180 180 80 .180 t80 80 180 180 80 180 180 l80 180 180 102 -1 -3 MGE SIDECAR NOTES DESCRIPTION SUBNODE 347 121100E 347 SUBNODE '347 SUBNODE 347 SUBNODE 347 SUBNODE 347 SUBNODE 347 SUBNODE 347 SUBNODE 3 S 347 ...NODE 347 Sl'19NODE 347 SOBNODE 347 SUBNODE 347 SPARE SPARE SPARE SPARE SPARE SPARE SPARE DEMAND LODE REC. REC REC' REC'. REC REC.. REL' REC REC REC REC REC REC REC SPARE SPARE SPARE SPARE SPARE SPARE SPARE OC DEVICE TYPE: Bre 102 -1 -3 :DEVICE FAMILY:. Vq 18 18 18 IB IB IB IB 18 IS I8 18 18 IS18 NCLOSURE: MOUNTIN G: VOLTAGE. , 208 CKT 3 7 O PHASE a' WIRE OESCRIPh SPARE SPARE SPgRE SPARE SPgRE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE CKT 20 22 24 26 2B 30 32 34 36 38 40 42 DEMAND CODE, SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE WIRING 3 BUS RATING(p): BUS WI CURRE A) AULi CURRENT(A) NOTES 225 IOi C'0 OC'I AMPS 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 SCHEDULE TOTALS KVA TOTAL CONNECTED 2.5 TOTAL DE 2.5 TOTAL DESIGN 2.5 AMPS x PHASE TOTALS VA AMPS BUS TOTALS KVA 7.0 m PHASE A 900.0 7.5 CONNECTED 2.5 7.0 >< PHASE H 900.0 7.5 DEMAND 2.5 7.0 >• PHASE C ]20.0 6.0 DESIGN 2.5 GATE: AW 4 TIME: 09: 02: 1 2000 SBEY DRAWING TITLE: ARCHITECTURE 97 EAST B tI1= ROAD SUITE 300 408 -436 -8300 GN JfgE C411FARNIA R5�17 F4 %� dp8 -4 iN -1511 120 NONTCANERY SEXEEi. SUITE 715. 415- 708 -6000 SAN FRANCISCO, CALIFORNIA 94104. FAS:415- 788 -0040 SSL® FOR 11 PRAM 3 08-14-00 ISSUED FOR CONSTRUCTON-PH I 0731.00 ISSUED FOR TO PERMIT -PH 2 07 -26.00 ISSUED FOR T1 PERMIT -PH 1 . 06-26-00 REVISIONS ISSUE DATE F OF j() KVV•_ cc<' \ R 26�� Ex O D UiEff TEN PMM SCHEDULES PROGRESS DATE: 06 02 -00 FILE: I: \2000CADD\200154EX0- SEA3 \154E48 PLOT: PROJECT NUMBER: 200154 DRAWN BE VB /MM. CHECKED BY :1 APPROVED BY'. CAGE BRANCH CIRCUIT SCHEDULE CAGE NO PMM PANELBOARO INITIAL CIRCUIT NO'S FUTURE CIRCUIT NO'S 02.0 1.14 303 -I 3D3 -1 -1 1,3,5 7 02.01.15 3A1-1 -1 16.18.20 22 303 -1 -1 9,11,13 15 02.0 16 1- 3,5,7,9 71,13 ,15 3D3 -I -I 17 23 0201.17 33.35,37.39,41 3D3 -1 -1 25,27,29 3 1 0201.18 ' 14 303 - I - 33,35,37 39 02.01.1 9 02.0625 303 -1 -1 2.4,6 8 02.0120 0201.21 301 -I -2 3D3 -1 -1 303 -I -I 10,12,14 18,20,22 16 24 02.01.22 SEE -PANEL 7 2 3AI 303 -1 -1 26,28,30 32 02,123 17 19,21 303 -1 -1 34,36,38 40 02.01.24 3335,37 303 -1 -2 1 3 .5 7 02.01.25 72,74,76 303 -1 -2 9.1 1,13 15 02.02.13 28,30,32 303 -1-2 17,19,21,23.25 27.29,31 02.02.14 11,13,15 303 -1 -2 33,35,37,39,41 2,4,6 02.02.15 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 303 -1 -2 8.10.12.14.16 1 8,20,22 02.02.16 71.13,15 383 -1 -2 24,26.28,30.32 34,36,38 02u'2.17 02.08.36 303 -1 -3 1,3,5 39 02.0.18 3C1 -2 3D3 -1 -3 9,1'.13 15 02.03.14 3A1 -2 -1 18,20,22,24,26 303 -1 -3 1 2',29,31 02.03.15 E SE PANEL 2 -2 3A - 3D3 -1-3 3D3 -I -3 33.35,37,39,41 24,6 02.03.16 _ 8,10,12,14,16 18,20,22 02.03.17 02 -70.53 02.10.54 3D3 -1 -3 24,26,28,30,32 34,36,38 02.03.18 02.08.24 303 -I -4 1,3 ,5 8,10,12,14,16 02.03.19 24.26.28,30,32 303 -1 -4 9,1 1,13 15 381 -2 -3 1, 3.5,7,9 11,13,15 02.10.58 1,3,5,7,9 0204.14 303- 23D3 -2 -1 7,3,5,7,9 11,13,15 02.04.15 33,35,37,3941 303 -2 -I x 27,29.31 02.04.16 8,10,12,14,16 303 -2 -1 '33. 2,4,6 02.04.17 0204.18 24.26,28 303 -2 -1 3D3 - -I 0,10,12,14,16 24,26,28 18,20,22 30 02.04.19 32,34,36 303 - - 32.34,36,38,40 SEE PANEL 3D3 -2 -2 02.04.19 02.10.49 3D3 -2 -2 SEE PANEL 3D3 - 2 - 1,3,5 02.04.20 1,3,5,7,9 323 -2 -2 7,9,11,13,15 17,19,21 02.04.21 17,19,21,23,25 3D3 -2 -2 23,225,27,29,31 33,35,37 02.05.18 33,35,37,39,41 3D3 -2 -2 2,4,6,8,10 12,14,16 02.05.19 8,10,12,14,16 3D3 -2 -2 1820,22,2x,26 28,30,32 02.05.20 24,26,2830,32 303 -2 -2 34,36,38,40,42 SEE PANEL 303 -2 -3 02.05.20 1,3,5,7,9 3D3 -2 -3 SEE PANEL 3D3 - 2 - 2 1,3,5 02.05.21 17,19,21,23,25 3D3 -2 -3 7,9,11,13,15 17,19,21 02.05.22 33,35.37,39,41 3D3 -2 -3 23,25,27,29,31 33,35,37 02.05.23 8,10,12,14 16 3D3 - 2 - 3 2,4,6 8 02.05.24 24,26,28 3D3 -2 -3 10,12,14,16,18 20,22,2 02.05.25 32,34,366,38,40 3D3 -2 -3 26,28,30,32,34 36.38,40 387 -3 -3 SEE PANEL 3AI -3 -2 1,3,5 02.15 .47 8,10,12 02.08.14 303 -3 3D3 -3 -I 1.3,5,7,9 11,13,15 02.08.15. 23,25,27,29,31 3D3 -3 -I 17,79,21,23,25 27,29,31, 02.08.16 2,4,6,8,10 3D3 -3 -i 33,35,37,39 47 2,4,6 02.08.17 18,20,22,24,26 303 -3 -I 8,10,12,14,16 18,20,22'. 02.08.18 ' 34,36,38,40,42 303-3-1 24,26,28,30,32 34,36,38 02.09.18 13,5 303 -3 -2 1,3,5 7 02.09.19 381 -3 -2 383 -3 -2 9,11,13,15,17 19,21,23 02.09.20 NOT USED' USED 303 -3 -2 25,27,29,31,33 35,37 39 02.09.21 02.15.38 3D3 -3 -2 2,4,6,8,10 12,14,16 02.09.22 303 -3 -2 18,20,22,24,26 28,30,32 02.09.23 341 -3 -3 303 -3 -2 34,36,38,40,42 SEE PANEL 3D3 -3 -3 02.09.23 24.26,28.30,32 34,36,38 3D3 -3 -3 SEE PANEL 3D3 -3 -2 1,3,5 02.10.35 CONY. RCPT. 383 -3 -3 7,9,11 13 02.10.36 303 -3 -3 15,17,19,21,23 25,27,29 02.10.37 3D3 -3 -3 31,33,35,37,39 2,4.6 02.10.38 303 -3 -3 8,10,12,14,16 18.20,22 02.10.39 3D3 -3 -3 24.26.28,30.32 34,36,38 02.10.40 383 -3 -4 1,3.5,7,9 11.13,15 CAGE BRANCH CIRCUIT SCHEDULE CAGE NC. PMM PANELL BOARD i INITIAL I FUTURE CIRCUIT NO'S- CIRCUIT NO'S. 02 -04.33 3A', -1 ! 3AI -: -1 1.3,5,7,9 ' 11,13,15 02, 1 3AI -1 -t I 17,19,27,23,25 127,29.37 02.04.35 1 3A -1-1 33.35,37, 941 j 24,6 02.04.36 ', 3AI - -1 -1 . 8,10,12 14 02 -04.37 3A1-1 -1 16.18.20 22 020538 I 3A1-1 -1 24,26,28.30,32 34,36,38 I 32 -05.39 I 3A1 -1-2 1- 3,5,7,9 71,13 ,15 40 1 _ 02.05 41 'I I 33,35,37,39 41 17.19,2123,25 ; 27,29.31 3A7 -1 -2 33.35,37.39,41 2,4,6 '32.0542 3AI -! -2 I 8,10.12 ' 14 02 05.43 3A1-1 -2 16,18,20 X 22 02.0625 3AI -t -2 24,26,28 30 02.06.26 301 -I -2 32,34,36.38,40 3ASEE PANEL t -1 -3 02.06.26 347 -1 -3 SEE -PANEL 7 2 3AI 1.3.5 02.06.2' Y 3A7 -1 -3 7,9,11,13,15 17 19,21 02.06 28 8,10,12 3A -1-3 23,25,27 29,31 3335,37 02.07 31 16,18,20,22.24 3A1 -1 -3 2.4,6,8,10 72,74,76 02.07 32 32,34,36,38,40 3A7 -7 -3 18.20,22.2 26 28,30,32 02.07 33 SEE PANEL SEE PA 2 371 -1 -4 1.3,5,7.9 11,13,15 341 -1-3 7,9,11,13,15 17,19,21 02.09.32 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 381 -1 -3 3AI -2 301 -2 -1 1.3.5.7.9 71.13,15 02.08.35 24,6,8,10 3A I -2 -1 17,19,21,23,25 27,29,31 02.08.36 381 -1 -3 3A1 -2 -1 33.35 37 39 02.09.40 3C1 -2 3AI -2 -7 2.4,6,8,10 12,74,16 02.09.41' 02.06.29 3A1 -2 -1 18,20,22,24,26 28,30,32 02,9 .42 02.09.42 11,13,15 BM. 34,36,38,40.42 E SE PANEL 2 -2 3A - 3A1 -2 -2 SEE PANEL 3AI -2 -i 1 7,3,5 02 09.43 02.08,22 3A7 -2 -2 7,9,11 13 02 09.4 17,19,21,23,25 3AI -2 -2 15,17,79 21 02 -70.53 02.10.54 ■ 3A7 -2 -2 23,25,27 (29 3A1 -2-2 j 31,33,35,37,39 2.4,6 02.10.55 02.08.24 3AI -2-2 8.10,12,14 16 18,20,22 02.10.56 8,10,12,14,16 3A7 -2 -2 24.26.28,30,32 34,36,38 02.10.57 24.26,28,30,32 381 -2 -3 1, 3.5,7,9 11,13,15 02.10.58 1,3,5,7,9 3A1 -2 -3 17,15,21,23.25 27,29,31 02.10.59 17,19,21,23,25 3AI -2 -3 33,35,37,3941 2.4.6 02. 0.60 33,35,37,39,41 3A7 -2 -3 8,10,12,14,16 18,20,22 02.1 0.61 8.10,12, 3A7 -2 -3 24.26,28 30 02. 11.47 24,26,28;30,32 3A 2- 32,34,36 38 381 -2 -3 13,5.7,9 11,13,15 02.10.49 3A3 -2 -3 7,9,11 ,13,15 02.13.40 341 -3 381 -3 -1 1,3,5,7,9 11,13.15 02.1141 33,35,37 3A1 -3-1 17,19,21,23,25 2 ,29,31 02.1342 2,4,6,8,10 3A7 -3 -7 33,35,37,39,41 2,4 02.14.45 18,20,22,24,26 3A1 -3 -1 8,10,12,14,16 18,20,22 02 4.46 34,36,38,40,42 3A7 -3 -1 24,26,2830,32 34,36,38 02.14.47 SEE PANEL 381 -1 -3 381 -3 -2 1,3,5,7,9 11.13,15 02 4.48 7,9,11,13,15 3A11 -3 -2 17,19,21,23,25 27,29,31 02.15.43 23.25,27 340. 3 -2 33,35.37,39,41 2,4,6 02.15.44. 02.11.45 381-3-2 8,10,12,14 16 18.20,22. 02.15.45 1,3,5,7,9 3A1 -3 -2 24,26,28 30 02.15.46 17,19,21,23,25 3A1 -3-2 32,34,366,38,40 SEE PANEL 3AI 3 3 02.15.46 33,35,37,39,41 387 -3 -3 SEE PANEL 3AI -3 -2 1,3,5 02.15 .47 8,10,12 341 -3 -3 7,9,11,13,15 17,19,21 02.15.48 16.18,20,22,24 3A1 -3 -3 23,25,27,29,31 33,35,37 02.15.49 32,34,36,38,40 3A1 -3 -3 2,4,6,8,10 12,14,16 02.15.50 SEE PANEL 381 -3_, 381 -3 -3 18,20,22,24,26 28,30,32 02.15.51 7,9,1 1,13,15 301 -3 -3 34,36,38,40,42 SEE PANEL 3AI 3 -4 02.15.51 3A1 -3 -4 SEE PANEL 3AI -3 -3 13,5 02.15.52 381 -3 -4 7.9,1 1 13 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. PMM PANELBOARD INITIAL CIRCUIT NO'S. FUTURE CIRCUIT NO'S. 02.06.21 381 -1 ABE -1-1 1,3,5,7,9 11,13,15 02.06.22 3C3 -1 -2 ® 3C3-1 -2 3C3 -1 -2 3C3 -1 -2 3C3 -1 -3 3C3 -1 -3 3C3 -1 -3 381 -1 -1 17,19,21.23.25 27.29,31 02.0623 17,19,21,23,25 33,35,37,39,41 341 -1 -I I 33,35,37,39 41 2,4,6 02.08.24 24,26,28.30,32 381 -1 -1 8,10,12,14,16 18,20,22 02.07.26 1,3,5.7,5 381 -I -1 24,26,28,30,32 34,36.38 02.07.27 381 -1 -2 1,3,5,7,9 1 1,13,15 02.07.28 02.06.13 381 -1 -2 17,15,21,23,25 27,29,31 02.07.29 .. 3C3 -2 -1 303 -2 -1 381 -1 -2 33,35,37,39,41 2,4,6 02.07.30 24,26,28,30,32 381 -1 -2 8,10,12 14 02.08.26 11,13.15 381 -1 -2 16,18,20,22.24 26.28,30 02.08.27 02.07.15 381 -1 -2 32,34,36,38,40 SEE PANEL 381 1 3 02.08.27 303 -2 2 381 -1 -3 SEE PANEL SEE PA 2 1,3,5 02.08.28 24;25,282,30,32 1.3' 341 -1-3 7,9,11,13,15 17,19,21 02.09.32 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 381 -1 -3 23,25,27,29,31 33,35,37 02.09.33 341 -1 -3 24,6,8,10 12,14,16 02.0934 11 15 27,29 381 -1 -3 18,20,22,24,26 28,30,32 02.09.35 3C1 -2 381 -1 -3 34,36,38 40 02.06.29 3A3 -2 363 -2 -I 1,3,5,7,9 11,13,15 02.08.21 361 -2 341 -2 -1 1.3,5,7,9 11,13,15 02.08,22 02.10.43 341 -2 -1 17,19,21,23,25 27,29,31 02.08.23 02 02.11.29 02.11.30 381 -2 -1 33,35,37.39,41 2,4,6 02.08.24 3A3 -2 -1 10,12,14,16,18 381 -2 -1 8,10,12,14,16 18,20,22 02.08.25 36,38,40 381 -2 -1 24.26,28,30,32 34,36,38 .02.09.27 02.07.37 341. -2 -2 1,3,5,7,9 11,13,15 02.09.28 EE N 03 -3 4 PAEL 381 -2 -2 17,19,21,23,25 27,29,31 02.39.29 3A3 -2 -2 33,35,37 381 -2 -2 33,35,37,39,41 '.. 2,4,6 02.09.30 12,14,16 341 -2 -2 8.10,12, 18,20,22 . 02.09.31 02.08.32 381 -2 -2 24,26,28;30,32 34,36,38 02.10.48 381 -2 -3 13,5.7,9 11,13,15 02.10.49 3A3 -2 -3 7,9,11 ,13,15 341 -2 -3 77,19,21,23,25 27,29,31 02.10.50 29 381 -2 -3 33,35,37 39 02.10.51 02.09.37 381 -2 -3 2,4,6,8,10 12.14,16 02.10.52 341 -2 -3 18,20,22,24,26 28,30,32 02.11.39 383 -2 -4 1,3,5,7,9 381 -2 -3 34,36,38,40,42 SEE PANEL 3BI I 4 02.11.39 11,13.15 38I -2 -4 SEE PANEL 381 -1 -3 1,3,5 02.11.40 02.11.42 381 -2 -4 7,9,11,13,15 17,19,21 02.12.46 381 -2 -4 23.25,27 29 3A3 -3 -1 2.4,6,8,10 12,14,16 02.11.45 02.13.36 281' -3 381 -3 -1 1,3,5,7,9 11,13,15 02.1337 02.12.47 381 -3 -1 17,19,21,23,25 27,29,31 02.13.38 381 -3 -1 33,35,37,39,41 2,4,6 02.13.39 3A3 -3 -2 33,35,37,3941. 3E11-3-1 8,10,12 14 02.14.40 18,20,22 381 -3 -1 16.18,20,22,24 26,28,30 02.14.41 02.12.52 361 -3 -1 32,34,36,38,40 SEE PANEL 381 3 2 02.14.41 381 -3 -2 SEE PANEL 381 -3_, 1,3,5 02 42 3A3 -3 -3 17,19,21,23.25 381 -3 -2 7,9,1 1,13,15 17,19,21 02.14.43 39 361 -3 -2_ 23.25.27.29,31 .33,35.37 02.14.44. 8 34I -3 -2 2,4,6 _8 02.15.35 20.22,24 381 -3 -2 10,12,14,16,18 '.20.22,24 02.15.36 32 NOT USED NOT USED' USED 02.15.37 27,29,31 341 -3 -3 1,3,5,7,9 11,13,15 02.15.38 2.4.6 301 -3 -3 17,19,21,23,25 27,29,31 02.15.39 361 -3 -3 33,35,37,39,41 2,4,6 02.15.40 341 -3 -3 8,10,12,14,16 18,20,22 02.15.41 381 -3 -3 24.26,28.30,32 34,36,38 02.15.42 3B1 -3 -4 1.3,5,7,9 11.13,15 CONY. RCPT. 361 -3 -4 2,4 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO PMM PANELBOARD INITIAL CIRCUIT NO'S. FUTURE CIRCLIT N0'5. 02.01.76 303 -1 303 -1 -1 1,3.5,7,9 11,13,15 02 -02.27 3C3 -1 -2 ® 3C3-1 -2 3C3 -1 -2 3C3 -1 -2 3C3 -1 -3 3C3 -1 -3 3C3 -1 -3 303 -1 -1 17,19,21,23,25 27,29,31 02,3.28 17,19,21,23,25 33,35,37,39,41 303 -1 -1 33 5,37.39,41 1 2,4.6 02.04.27 24,26,28.30,32 303 -1 -1 8,10,12,14,16 18.2012 02.04.28 1,3,5.7,5 303 -1 -1 24 26,28,30,32 34,36,38 02,04.29 303 -1 -2 1,3,5 7 0204.30 02.06.13 ' 303 -1 -2 9,11,13,15,17 19,21,23 02.04.31 .. 3C3 -2 -1 303 -2 -1 343 -1-2 25,27,29,31,33 35,37,39 02.04.32 24,26,28,30,32 343 -1 -2 2,4,6.8,10 12,14.16 02.05.32 11,13.15 373 - I -2 18.20,22.24,26 28,30,32 02.05.33 02.07.15 303 -1 -2 34.36,38,40.42 SEE -PAN7 EL - 3A3 3 C2.05.33 303 -2 2 303 -1 -3 SEE PANEL 3A3 -7 -2 1,3,S 02.05.34 24;25,282,30,32 1.3' 343 -1 -3 7,9,11 73 02.05.35 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 303 -1 -3 15,17,19,2123 25,27,29 02.0 5.36 343 -I -3 31,33,35,37,39 2,4,6 02.05.37 11 15 27,29 3A3 -1 -3 8,10,12,14,16 18,20,22 02.10.44 3C1 -2 3C1 -2 -1 1,3.5.7,9 11,13,15 02.06.29 3A3 -2 363 -2 -I 1,3,5,7,9 11,13,15 02 -06.30 02.10.42 3A3 -2 -1 17.19,21,23,25 27,29 31 02.06.31 02.10.43 303 -2 -1 33,35, 37 39 02.06 32 02 02.11.29 02.11.30 3A3 -2 -1 1 2, 4,6 24,26,28,30,32 02.07 .34 02.11.34 3A3 -2 -1 10,12,14,16,18 20,22,24 02.07.35 1 1,13,15 303 -2 -1 26.28 30,32,34 36,38,40 02.07.36 17,19,21.23,25 343 -2 -2 1,3.5,7,9 11,1315 02.07.37 3C6 -2 -2 3A3 -2 -2' 17,19,21 23 02.07.38 EE N 03 -3 4 PAEL 3A3 -2 2', 25,27,29. 31 02.08.29 02.11.38 3A3 -2 -2 33,35,37 39 02.08.30 34.36.38 303 -2 -2, 2,4,6,8,10 12,14,16 020831 1.3.5.7.9 18 28,30,32 02.08.32 301 -2 -3 ® 34,36,38,40,42 SEE PANEL 33 -2 3 02.08.32 SEE PANEL 3A3 -2 -3 3, -2 -2 1,3,5 02.08.33 3A3 -2 -3 7,9,11 ,13,15 17,1921 02.08.37 303 -2 -3 23,25.27 29 02.09.36 3A3 -2 -3 31,33,35,37,39 2,4,6 02.09.37 3A3 -2 -3 8,10,12,14,16 18,20,22 02.09.38 3A3 -2 -3 24,26 28,30,32 34,36,38 020939 383 -2 -4 1,3,5,7,9 11,13,15 02.13.29 3C1 -3 301 -3 -1 1,3,5,7,9 11,13.15 02,11.41 3A3 -3 3A3 -3 -1 1,3,5 7 02.11.42 3A3 -3 -1 9,11.13,15,17 19,21.23 02.11.43 383 -3 -I 25,27,29,31,33 35,37,39 0211.44 3A3 -3 -1 2.4,6,8,10 12,14,16 02.11.45 343 -3 -1 18.20,22.24,26 28,30,32 02.11.46 3, -3 -1 34 36,38 40 02.12.47 343 -3 -2 1,35 ,7,9 11,13.15 02.12.48 3A3 -3 -2 17,19,21,23,25 27,29,31 02.12.49 3A3 -3 -2 33,35,37,3941. 2,4,6, 02.12.52 3A3 -3 -2 '. 8,10,1 2,14,16 18,20,22 02.12.51 343-3 2 2426.28.30 32 34.36,38 02.12.52 3A3 -3 - 1, 3,5 11,13,15 02.12.53 3A3 -3 -3 9,11,13 15 02.13.43 3A3 -3 -3 17,19,21,23.25 27,29,31 02.13.44 303 -3 -3 33,35,37 39 02.13.45 3A3 -3 -3 2.4,6 8 02.14.49 3A3 -3 -3 10,12,14,16,18 20.22,24 02.14.50 3A3 -3 -3 26,28,30 32 CONY. RCPT. 3A3 -3 -4 1,3,5 27,29,31 CAGE BRANCH CIRCUIT SCHEDULE CAGE N0. PMM PANELBGARD INITIAL CIRCUIT NO'S FUTURE CIRCUIT N0 02.04.22 3C1-1 3C1-1 -1 1 1,3,5,7,9 11,13,15 02.04.23 3C3 -1 -2 ® 3C3-1 -2 3C3 -1 -2 3C3 -1 -2 3C3 -1 -3 3C3 -1 -3 3C3 -1 -3 301 -1 -1 17,19,21,23,25 27,29,31 02.04.24 17,19,21,23,25 33,35,37,39,41 3Ci -1 -1 33,35,37,39,41 2,4,6 02.04.25 24,26,28.30,32 3C I -1- I 8,10,12,14,16 1820,22 02.04.26 1,3,5.7,5 301 -1 -1 24.26.28.30,32 34,36,38 02.05.26 1 3C1 -1 -2 1,3,5,7,9 1 1,13,15 02.05.27 02.06.13 307 -1 -2 17,19,21,23,25 27,29,31 02 -05.28 .. 3C3 -2 -1 303 -2 -1 3C1 -1 -2 33,35,37,39,41 2,4,6 02.0529 24,26,28,30,32 3C I -1 -2 8,10,12,14,16 18.20,22 02.05.30 11,13.15 3C1 -1 -2 1 24,26,28.30,32 34,36,38 02.05.31 02.07.15 307 -1 -3 7,3,5,7,9 11,13,15 02.06 19 303 -2 2 301 -1 -3 17,19,21,23,25 27,29,31 02.06.20 24;25,282,30,32 1.3' 3C1 -1 -3 33,35,37,39,41 2,4,6 02.07.24 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 3C1-1 -3 8,10,12,14,16 18,20,22 02.07.25 3C1 -1 -3 24,26,28,30,32 34,36,38 1,3,5,7,9 17,19,21,23,25 11 15 27,29 33,35,37 4 2,4,6.8,10 02.10.44 3C1 -2 3C1 -2 -1 1,3.5.7,9 11,13,15 02.10.15 02 .10.41 3C1 -2 -1 17,19,21,23,25 27,29,31 02 -10.46 02.10.42 3C1 -2 -1 33,35,37.39,41 2,4,6 02.10.47 02.10.43 3C1 -2 -1 8,1032,14,16 18,20,22 02.11.33 02 02.11.29 02.11.30 3C1 -2 -1 24,26,28,30,32 34,36,38 02.11.34 24,26,28,30,32 3C1 -2 -2 1,3.5.7.9 1 1,13,15 02.11.35 1,3,5,7,9 3C1 -2 -2 17,19,21.23,25 27,29,31 02.11.36 17,19,21.23,25 3C6 -2 -2 33,35,37,39,41 2,4.6 02.11.37 EE N 03 -3 4 PAEL 3C1 -2 -2 8,10,12.14.16 18,20;22 02.11.38 1,3.5 3C1 -2 -2 'I 24,26.28,30.32 , 34.36.38 02.12.38 17,19,21 TEl -3 1.3.5.7.9 11,13,15 02.12.39 27 301 -2 -3 17,19,2123,25 27 29,31 02.12.40 j 3C1-2 -3 33,35,37,39,41 2.4.6 02.1241 3C1 -2 -3 8,10,12,14,16 18,20,22 02.12.42 3C1 -2 -3 24,26,28.30.32 34.36,38 02.12.43'. 3Ci -2 -4 1 1,3,5.7.9 II .13,15 02.12.44 3C1 -2 -4 17,19,21 23 02.12.45 3C1 -2 -4 25.27,29 31 02.13.29 3C1 -3 301 -3 -1 1,3,5,7,9 11,13.15 02.13.30 301 -3 -1 17,19,21,2325 27,29,31 02.13.31 301 -3 -1 33,35,37,39,41 2,4,6 02.13.32 3C1 -3 -1 8,10,12 14 02.13.33 3C1 -3 -1 16,18,20,22,24 26,28,30 02.13.34 3C1-3 -1 32,34,36,38,40 SEE PANEL 301 -3 -2 02.13.34 3C1 -3 -2 SEE PANEL -3 1 301 1,3,5 02.13.35 301 -3 -2 7,9,11,13,15 17,19,21 02.14.32 301 -3 -2 23,25,27 29 02.14.33 3C1 -3 - 31,33,35,37,39 2,4,6 02.14 I -3 -2 8,70,12.14,16 1820,22 02.14 35 3C1 -3 -2 i 24,26,28.30,32 34.36.38 02.14.36 3C1 -3 3 ! 1,3,5,7,9 11,13,15 02.14.37 3C1 -3 3 1 17.19,21,23,25 27,29,31 02.14.38 3C1 -3 -3 33.35,37 39 02.1439 3C1 -3 -3 2,4,6.8,10 12,14,16 02.15.30 301 -3 -3 18,2022 24 02.15.31 3C1 -3 -3 26,28.30,32.34 36,38,40 02.15.32 3C1 -3 -4 1.3,5,7,9 11,13,15 02.15.33 3C1 -3 -4 17.19,21,23,25 27,29,31 02.15.34 3C1-3 -4 33,35,37,39,41 2.4.6 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. PMM PANELBOARD INITIAL CIRCUIT NO'S. URE CIRCU NO'S. E E 02.02.20 02.02.21 02.02.22 02 02.23 02.02.24 0202.25 02.02.26 02.03.20 Mill =INN 02.03.23 02.03.24 11331111111111EMEM 02.03.26 3C3 -I -1 • 3C3 -7 -1 .. 3C3 -I -I .. 3C3 -1 -1 1,3,5,7,9 17.19.21.23.25 33,35,37,39,41 2725,31 8,10,12,14,16 18,20,22 .111112= .. . . .. .. ..® 3C3 -1 -2 ® 3C3-1 -2 3C3 -1 -2 3C3 -1 -2 3C3 -1 -3 3C3 -1 -3 3C3 -1 -3 24.26,28,30,32 1,3,5,7,9 17,19,21,23,25 33,35,37,39,41 34,36,38 11,1 3,15 2,4,6 8,10,12,14,16 24,26,28,30,32 1, ' 34,36,38 17,19,21,23,25 33,35,37,39,41 27,29 31 2 8,10,12,14,16 i 8,20,22 24,26,28.30,32 34,36,38 02.03.27 3C3 -I -4 1,3,5.7,5 11,13,15 02.06.12 3C3 -2 -1 1,3,5,7,9 11 ,13,15 02.06.13 3C3 -2 -1 17,19,21,23,25 27,29,31 MIME 02.06.15 .. 3C3 -2 -1 303 -2 -1 33,35,37,39,41 8,10,12,14,16 2.4.6 18,20,22 02.06.16 3C3 -2 -I 24,26,28,30,32 34,36,38 02.06.17 3C3 -2 -2 1,3,5,7,9 11,13.15 02.06.18, 3C3 -2 -2 17,19,21,23,25 27,29,31 02.07.15 3C3 -2 -2 33,35,37,39,41 2,4,6 02.07.16 303 -2 2 810,12,14,16 18,20,22 E E 02.07.18 2207.19 02 07.20 .. 3C3 -2 -2 .. 3C3 -2 -3 .. 3C3 -2 -3 .. 3C3 -2 -3 24;25,282,30,32 1.3' 34,3638 11, 17,19,21 25,27,29 23. 31 MIME =mom 02.07.23 .. 3C3 -2 -3 .. 3C3 -2 -3 3C3 -2 -3 33,35,37,39,41 8,10,12,14,16 24,26 28,30,32 EOM M 34,36,38 • E: 02.08.20 02.09.24 02.09.25 E 3C3 -3- I . 3C3 -3 -1 . 3C3 -3 -1 3C3 -3 -4 1,3,5,7,9 17,19,21,23,25 11 15 27,29 33,35,37 4 2,4,6.8,10 12.14 ,16 02.09.26 3C3 -3 -I 18,20,22,24,26 28,30,32 02 .10.41 3C3 -3 -1 34,36,38 40 02.10.42 3C3 -3 -2 13,5,7,9 11 02.10.43 3C3 -3 -2 17,19,21,23,25 27,292 02 02.11.29 02.11.30 "303 3C3 -3 -2 -3 -2 303 -3 -2 33,35,37,39,41 8,10,12,14,16 2.4,6 18,20,22 24,26,28,30,32 34,36,38 02.1 I.31 3C3 -3 -3 1,3,5,7,9 11,13,15 EMIEH■ ®■ 02.12.33 IIMMIEEll 02.12.34 02.12.35 ®® .. ® 3C3 -3 3 3C3 -3 -3 17,19,21.23,25 27,29.31 33,35,37 2,4,6,8,10 39 18,20,22,24,26 34,36.38,4042 EE N 03 -3 4 PAEL 02.72.35 303 -3 -4 SEE PANEL 303 -3 -3 1,3.5 02.12.36 3C3 -3 -4 7.9.11.13.15 17,19,21 02.12.37 3C3 -3 -4 22,23,25 27 1: \ 2000CAOD \200154EXO- SEA3 \154E413.DWG T -• -• Aug 08, 2000 •- -^ 14:38 :47 -• By: MIGUELP SABEY ARCHITECTURE CONSULTANTS JECH 97 EAST BROKAW ROAD SUITE 300 108 -436 -8300 SAN JOS SL > OB -lift -1511 120 NgNTGOYERY STRER_3417 715. 115- 768 -6000 SAN FRANCISCO. CALIFORNIA 94104. FASW15 -708 -6040 MED FOR T1 PQM1 -P11 3 06-14.00 ISSUED FOR CONSTRICTION-PH t 07.. ISSUED FOR T1 PERMIT-'H 2 07 -26-00 ISSUED FOR T1 PERMIT-PH 1 0,26 -00 REVISIONS ISSUE DATE Aq eo`wl�gs one 1ne��sa DRAWING NUMBER: P�.,EN�,P11A SN of ,,„00 ,. 0,". JRNj E XODUS DRAWING TITLE: CAGE BRANCH CIRCUIT SCHEDIEE- SECOND FLOOR PHASES PROGRESS DATE 06 -02 -00 FILE: I: \2000C ADD \208134EX0- SEA3 \154E413 PLOT: PROJECT NUMBER: 200154 DRAWN BY: MAMP CHECKED BY: VB APPROVED BY: E413 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO PMM PANELBOARD I CIRCUI T NO'S. CIRCUIT FUTURE NO'S. 03.04 32 362 -1 362 -1 -1 1 35,7.9 1!,13.15 0`.04.33 ' . 3A2 -1 -1 17,19,21,23,25 27,29,31 03 04.34 i 362 -1 -1 33.35,37,39.41 24,6 03.04.35 I 362 -1 -1 8,10,12,14,76 18,20,22 03.04.36 1 362 -1 -1 24,26.28 30 03.04.37 ; 3A2 -1 -I 32,34,36 38 03 05.33 362 -1 -2 1.3,5,7,9 11,13,15 0305.34 1 302- I -2 17,19,21.2325 27,29,31 03.0535 362 -1 -2 33,35,37,39,41 24,6 03..05.36 362 -1-2 8,70.12,14.16 78.20,22 03.05.37 392 -1 -2 24,26,28.30,32 34,36,38 03 .05.38 362 -1 -3 1,3,5 03.05 39 362 -1 -3 9,17.13 15 03.06.41 392 -1 -3 17,19,21,23,25 27,29,31 03.06 42 362 -1 -3 33.35,37 39 0306.43 03.04.29 362 -1 -3 , 2,4,6 382 -1 -2 03.07 42 24 3621 -3 �I 10,12.14,16,18 20,22,24 32 03.07.43 26,28,30,32,34 362 -1 -3 26,28.30 03.07.44 3D2 -1 -2 3A2 -I -3 34.36,38 40 03.08.47 03 -05 28 362 -1 -4 7 ,3,5 1 7, 7,19,219,21 ,23.25 27,29,31 03.05.29 I ■cm 18,20,22,24,25 33.35,37,39 41 03.09.44 362 -2 362 -2 -1 1.3 ,5 7 03.0945 362 -2 -1 9,1 1 .1 S. i7 19 21,23 03.09.46 3A2 -2-1 25,27,29,31,33 35,37,39 03.09.47 362 -2 -1 2, :,6,8, 70 12,14,16 03.09.48 302 -2 -1 18,20,22,24,26 28,30,32 03.0949 3A2 -2 -1 34,36,58.40,42 SEE PANEL 302 2 2 0309.49 362 -2 -2 302 -240E13 1,3,5 03.09.50 362 -2 -2 7.9,71•13,75 17,19,21 03.09.51 362 -2 -2 23.25,27 21 03.09.52 302 -2 -2 31.33.35 37 03.10.49 362 -2 -2 24,6 18,20,22,24,26, 03.10.50 362 -2 -2 10.12,14,16,18 20,22,24 03.10.51 302 -2 -2 26.28 30,32,3 36,38,40 03.10.52 I 362 -2 -3 1,3 .5,7,9 1 1.13,15 03.10.53 302 -2 -3 17,!9,21,23,25 27,29,31 03.10.54 3.42 -2 -3 33,35,37,39,41 2,4,6 03.10.55 302 -2 -3 8,10,12,74,16 18,20,22 03.10.56 302 -2 -3 24.26.28,30,32 34.36,38 03.11.57 302 -2 -4 30 03.08.40 ' 382 -2 -2 32,34,36,38,40 SEE NEL 382 -2 PA -3 03.11.37 302 -3 342 -3 -I 3B2 -2 -2 SEE PANEL SEE-2 -3 03.11.38 302 -3 -7 9,11,13.15.17 19,21,23 03.11.39 302 -3 -1 25.27,29,31,33 35,37,39 03.11.40 302 -3 -I 2,4,6,8,70 72,14,16 03.11.41 3A2 -3 -1 18,20,22,24,26 28.30,32 03.11.42 362 -3 -1 34,36,38,40,42 SEE PANEL 302 -3 2 • 03.11.42 362 -3 -2 SEE PANEL -I 302 -3 1,315 03.11.43 302 -3 -2 7,9,1.1 13 03.11 44 302 -3 -2 15,17,19 21 03.12.37 302 -3 -2 23,25,27 29 03.12.38 302 -3 -2 32.34,36,38,40 2,4,6 03.12.39 362 -3 -2 8,10,12,14,16 18,20,22 03.12.40 3A2 -3 -3 24,26,28,30,32 34,36,38 03.12.41 362 -3 -3 1 ,3.5, 7 ,9 11.13.15 03.12_42 302 -3 -3 17,19,21,23,25 27,29,31 03 -12.43 302 -3 -3 33.35,37 39 03.12.44 362 -3 -3 2,4,6 8 03.13.39 302 -3 -4 10,12,14 16 03.13 40 362 -3 -4 18.20,22 24 03.14.45 362 -3 -4 26 28,30 32 03.14.46 362 -3 -4 34,36.38 40 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. PMM PANELBOARD IAL CIRCUIT INIT NO'S. FUTURE CIRCUIT NO'S 03 01.25 362 -I 382 -1 -1 1.3,5 7 03.01.26 302 -1 -1 -1 -1 9,11,13 15 03.01.27 „382 382 -1 -1 17 9,21. 27.29.31 03.0226 302 -1 -1 In= 33 5,37,39,41 2.4.6 11=11111.11 302 -1 -1 3B2 -1 -1 8,10,12,14,16 18,20,22 Emm ■■ 382 -1 -1 24,26.28.30.32 34,36,38 03.03.27 302 -1 -1 382 -1 -2 1,3,5 7 4 A2 • • ■ 382 -1 -2 9.11,13.15,17 19,21,23 03.04.27 302 -1 -1 382 -I -2 25,27,29,31,33 35 ,37,39 03.04.28 , 382 -1 -2 2.4,6.8,70 12,14,16 03.04.29 3D2 -1 -2 382 -1 -2 18,20,22 24 03.04.30 3D2 -1 -2 382 -I -2 26,28,30,32,34 36,38, 40 03.05.28 3D2 -1 -2 25,27,29 1 1 27,19, 03 -05 28 ■ � 1: 1 7, 7,19,219,21 ,23.25 27,29,31 03.05.29 I ■cm 18,20,22,24,25 33.35,37,39 41 2,4,6 03.05.30 ■mmm 34,36,38 8,10,12,14,16 18.20,22 03 05 322 -1 -3 382 -1 -3 24,26,28 30 03.05.31 302 -I -3 382 -1 -3 32,34.36,38,40 SEE PAN 382 I 4 03.05.32 302 -1 -3 382_1_4 SEE PANEL SEE PA 3 1,3,5 03.04.23 362 -1 -3 8,10,12,14,16 18.20,22 03 03.17 03.06.36 • :::i:iO3.0637 1 9,11,13,15,17 19,21,23 03.06.38 MO= 1,3,5 . 25,27,29,31,33 35,37,39 03.06.39 I 382 -2 -I 2,4,6.8,70 12,14 03.06.40 382 -2 -1, 18,20,22,24,26, 28.30,32 3D2 -2 302 -2 -1 3132-2-1 34,36,38 03.04. 18 4 4 . 382-2 -2 1,3,5,7,9 11,13,15 A 4 E. 382 -2 -2 17,19,21,23,25 27,29,31 03.07.40 m 382 -2-2 33.35,37.39,41 2,4,6 4 A E M382 -2 -2 8,10,12,14,:16 18,20,22 03.08.39 302 -2 -2 382 -2 -2 24,26.28 30 03.08.40 ' 382 -2 -2 32,34,36,38,40 SEE NEL 382 -2 PA -3 03.08.40 302 -2 -2 3B2 -2 -2 SEE PANEL SEE-2 -3 7,3,5 03.08.41 362 -2 -2 382 -2 -3 7,9,11,13,15 17,19,21 REM 302 -2 -2 23.25,27,29,3 03.06.26 lrMIIIIIIIEM 302 -2 -3 1,3,5,7,9 2,4,6,8, 1 2,14,16 03.09.44 . 3B2 -2 -3 18,20,22,24,26 28,30,32 4 4• . 3D2 -2 -3 WM 34,36,38,40,42 03.07.25 03.09.45 362 -2 -3 362 -2 -4 SEE PANEL 382-2-3 1 ,3,5 03.09 .46 302 -2 -3 382 -2 -4 7,9,11 13 03.11.25 3D2 -2 -3 34,36,38 40 03.1 26 03.13.35 382 -3 362 -3 -1 1,3.5,7 ,9 11,13,15 302 -3 362 -3 -1 382 -3 -1 17,19.21.23,25 MEI 03.13.37 302 -3 -1 382 -3 -I 33,35,37,39,41 2,4,6 03.13.38 302 -3 -1 382 -3 -1 8,10,12,14,16 18,20 22 03.14.41 302 -3 -1 382 -3 -I 24,26 34,36,38 03.14.42 302 -3 -1 3B2 -3 -2 1,3,5.7.9 11,13,15 03.14.43 3D2 -3 -2 382 -3 -2 17,19,21,23,25 27,29,3 03.14.44 3D2 -3 -2 382 -3 -2 33,35,37,39 2,4,6 03.15.43 302 -3 -2 392 -3 -2 8,10,12 14 03.15.44 3D2 -3 -2 382 -3 -2 16,18,20,22,24 26,28,30 03.15.45 .D= 24,26,28,30,32 32,34,36,38,40 SEE PANEL 382 3 3 03.15.45 ■.1:=1 1,3,5,7,9 SEE PAN EL 382 PAN ,3,5 03.75.46 362 -3 -3 382 -3 -3 7,9,11,13,15 17 ,19,21 03.15.47 302 -3 -3 362 -3 -3 23,25,27,29,31 33,35,37 03.15.48 362 -3 -3 382 -3 -3 2,4,6,8,10 12,14,76 03.15.49 382 -3 -3 382 -3 -3 18,20,22,24,26 28,30,32 03.15 50 302 -3 -4 382 -3 -3 34,36,38 40 CONY. RCPT. 382 -3 -4 1,3,5 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. I PMM PANELBOARD INITIAL CIRCUIT NO'S. FUTURE CIRCUIT NO'S. 03.01.14 302 -I 362 -1 -1 1,3,5 7 03.01.15 03.02.21 302 -1 -1 9 ,13 15 03.01.16 03.02.22 302 -1- I 17,19,21 23 03.01.17 03.02.23 302 -1 -1 25 27,29 31 03.01 18 03.02.24 302 -1 -1 33,35,37 39 03.01.19 03.02 25 322 -1 -1 2.4,6 8 03.01.20 03.03.20 302 -1 -1 10,12,14 16 03.01.21 03.03.21 302 -1 -1 18,20,22 24 03.01.22 03.03.22 302 -1 -1 26,28,30 32 03.01 23 03.03.23 3D2 1-1 34,36,38 40 03.01.24 03.03.24 3D2 -1 -2 1,3,5 7 03.02 .14 03.03.25 3D2 -1 -2 9.11,13 19,21,23 03.02 .15 03.0 15 3D2 -1 -2 25,27,29 35,37,39 03.02.16 03.04.16 302-1-2 2,4,6,8,10 12.14,16 03.02 17 03.05.16 3D2 -1 -2 18,20,22,24,25 28,30,32 03.02 18 03.05.17 3D2 -1 -2 34,36,38 40 03.02 .19 03.12.36 322 -1 -3 1,3,5,7,9 11,13,15 03.33 14 03 04.21 302 -I -3 17,19,21,23.25 27 29,31 03.03 .15 03.04.22 302 -1 -3 33,35,37,39,41 2,4,6 03.03.16 03.04.23 362 -1 -3 8,10,12,14,16 18.20,22 03 03.17 03.04.24 302 -1 -3 24.26.28,30,32 34,36,38 03.03.18 03.05.22 302 -1 -3 1,3,5 24,26,28,30,32 03.03.19 - 302 -1-4 9,11,13,15,17 19.21.23 11,13,15 03.05.24 3D1 -2 -2 .17,19,21,23,25 03.04.17 3D2 -2 302 -2 -1 1,3,5,7,9 11,13 ,15 03.04. 18 03.06.28 3D2 -2 -1 17,19,21,23,25 27,29,31 03.04.19 03.06.29 322 -2 -1 33,35,37,39,4 I 2,4,6 03.04.20 03.06.30 302 -2 -1 8,10,12,1 . 0 18,20,22 03:05.18 03 -14.38 302 -2 -1 24,26,28.30.32 34,36,38 03.0519 301 -2 -3 302 -2 -2 1.3,5.7.9 11,13,15 03.05.20 8,10,12,14,16 18,20,22 362 -2 -2 17,19.27.23,25 27,29,31 03.05.21 03.07.31 302 -2 -2 33,35,37,39,41 2,4,6 03.06.24 03.15.32 362 -2 -2 8,10,12,14,16 18 20,22 03.06.25 301 -3 -1 302 -2 -2 24,26,28,30,32 34 36,38 03.06.26 17,19,21,23,25 27 29,31 302 -2 -3 1,3,5,7,9 11 03.06.27 03.09.35 302 -2 -3 17.19,21 23 03 07.2 03.15.36 3D2 -2 -3 25.27.29,31,33 35,37,39 03.07.25 3D1 -3 -2 362 -2 -3 2,4,6,8,10 72,14,16 03.07.26 9,11,13,15,17 19,21,23 302 -2 -3 18,20,22,24,26 28.30.32 03.07.27 03.11.25 3D2 -2 -3 34,36,38 40 03.1 26 03.15.39 3D7 -3 -2 18,20,22,24,26 28,30,32 03. 27 03.08.25 302 -3 362 -3 -1 1.3.5,7,9 11,13,15 03.08.26 SEE PANEL 1,3,5 3D1 -3 -2 302 -3 -1 17 19,21.23,25 27,29,31 03.08.27 ®. 302 -3 -1 33,35,37,39,41 2.4.6 03.08.28 M. 302 -3 -1 8,10 18,2022 03.08.29 03.12.27 302 -3 -1 24.26,28,30,32 34,36,38 03.08.30 3D2 -3 -2 1 11,13,15 03.09.29 361 -3 -4 3D2 -3 -2 17,19,21,23,25 27,29,31 03.09.30 302 -3 -2 33,35,37,39,41 2,4,6 03.09 31 3D2 -3 -2 8,10,12,14,16 18,20,22 03.09 32 362 -3 -2 24,26,28,30,32 34,36,38 03.09.33 3D2 -3 -3 1,3,5,7,9 11,13,15 03.10.32 362 -3 -3 17,19,21,23,25 27,29,31 03.10.33 302 -3 -3 33,35,37,39,41 2,4,6 03.10.34 362 -3 -3 8,10.12,14,16 14W2 03.10.35 382 -3 -3 24,26,28,30,32 34 36.38 03.10.36 302 -3 -4 1,3,5,7 ,9 11,13,15 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. PMM PANELBOARD AL CIRCUIT INITI NO'S. U CIRCUIT FUTRE NO'S. 03.02.20 301 -1 361 -1 -1 1,3.5,7,9 11,13,15 03.02.21 301 -1-1 17,19,21,23,25 27,29,31 03.02.22 301 -1 -I 33,35,37,39 41 2,4,6 03.02.23 3D7 -1 -1 8,10,12,14,16 18 20,22 03.02.24 301 -1 -I 24,26,28,30,32 34 36,38 03.02 25 301 -1 -2 1,3,5,7.9 11, 3,15 03.03.20 361 -1-2 17,19,21,23,25 27.29.31 03.03.21 301 -1 -2 33,35,37,39, 41 2,4,6 03.03.22 3DI -1 -2 8,10,1214,16 18,20,22 03.03.23 301 -1 -2 24,26,28,30,32 34,36,38 03.03.24 301 -1 -3 1.3.5.7,9 11,13,15 03.03.25 3E1 -1 -3 17,19,21.23,25 27,29,31 03.0 15 3,1 3 33,35,37,39,41 2,4,6 03.04.16 3D1 -I -3 8,10,12,14,16 18,20,22 03.05.16 307 -1 -3 24,26,28.30,32 34,36.38 03.05.17 3133 -2 301 -I -4 1,3,5,7,9 11,13,15 03.12.36 383 -2 -1 17,19,21 23 03 04.21 3D1 -2 301 -2 -1 1,3,5,7,9 1,13 15 03.04.22 3D1 -2 -1 17 ,19,21,23,25 27,29,31 03.04.23 3D1 -2 -1 33 35,37,39,41 2 03.04.24 361 -2 -1 8,10,12,14,16 18,20 22 03.05.22 3D1 -2 -1 24,26,28,30,32 34,36,38 03.05.23 3D1 -2 -2 1,3.5.7,9 11,13,15 03.05.24 3D1 -2 -2 .17,19,21,23,25 27,29,31 03.05.25 1 361 -2 -2 33.35,37,39 41 2,4 16 03.06.28 3D1' -2 -2 '8,10,1014,16 18,20,22 03.06.29 361 -2 -2 24,26,28,30,32 34,36,38 03.06.30 321. -2 -3 1.3.5.7,9 11.13,15 03.06.31 03 -14.38 301 -2 -3 17,79,21,23,25 27,29,31 03.07.28 27,29,31 301 -2 -3 33,35,37,39,41 2,4,6 03.07.29 33.35,37.39,41 301 -2 -3 8,10,12,14,16 18,20,22 03.07.30 38;1 -2 -3 3DI -2 -3 24,26,28,30,32 34,36,38 03.07.31 361 -2 -3 1,3,5,7,9 11,13,15 34,36,38 03.15.32 383 -3 383 -3 -1 03 08.31 307 -3 301 -3 -1 1,3.5.7,9 11,13,13 03:08.32 17,19.21 301 -3 -1 17,19,21,23,25 27 29,31 03 09.34 383 -3 -1 3D1-3 -1 33,35,37,39,41 2,4,6 03.09.35 301-3-I 8,10,12,14,16 18,20.22 03.09. 36 03.15.36 3D1 -3 -1 24,26,28,30,32 34,36,38 03.10.37 28,30,32 3D1 -3 -2 1,3,5 7 03.10.38 34,36,38,40,42 301 -3 -2 9,11,13,15,17 19,21,23 03.10.39 383 -3 -2 361 -3 -2 25,27,29,31,33 35 37,39 03.11.25 301 -3 -2 2,4.6,8,10 12,14,16 03.1 26 03.15.39 3D7 -3 -2 18,20,22,24,26 28,30,32 03. 27 33,35,37 3D1 -3 -2 34,36,38,40,42 SEE PANEL 3D1 -3 -3 03.11.27 2,4,6,8,10 301 -3 -3 SEE PANEL 1,3,5 3D1 -3 -2 03.11.28 363 -3 -2 301 -3 -3 7,9,11,13,15 ®. 03. 2.25 383 -3 -3 361 -3 -3 23,25,27,29,31 M. 03.12.26 363 -3 -3 321 -3 -3 2,4,6,8,10 !111MCM. 03.12.27 301 -3 -3 18,20,22,24,26 28,30,32 03.12.28 3D1 -3 -3 34,36,38,40,42 SEE PANEL 3D1 3 4 03.12.28 361 -3 -4 SEE PANEL 1,3,5 3DI -3 -3 CAGE BRANCH CIRCUIT SCHEDULE CAGE N0. PMM PANELBOARD INITIAL CIRCUIT NO'S. U CIRCUIT FUTRE NO'S. 03.08.37 363 -1 363 -1 -1 1,3,5,7,9 11,13,15 03.08.38 383 -1 -1 17,19,21,23,25 27,29,31 03.09.37 333 -1 -1 33,35,37.39,41 2.4.6 03.09.38 383 -1 -1 8,10,12,14,16 18,20,22 03.09.39 363 -1 -1 24,26,28,30,32 34,36,38 03.09.40 383 -1 -2 1,3,5,7,9 11,13,15 03.09.41 363 -1 -2 17,19,21,23,25 27.29.31 03.09.42 383 -1 -2 33,35,37,39,41 2,4,6 03.09.43 383 -1 -2 8,10,12,14,16 18,20,22 03.10.42 383 -1 -2 24.26,28,30.32 34.36,38 03.10.43 363 -1 -3 1 11,13,15 03.10.44 383 -1 -3 17,19,21,23,25 27,29,31 03.10.45 363 -1 -3 33,35,37,39,41 2.4,6 03.10.47 3B3 -1-3 8,10,12,14,16 18,20,22 03.10.48 383 -1 -3 24,26.28.30.32 34.36,38 03.11.36 3133 -2 383 -2 -1 1,3,5.7,9 11,13,15 03.12.36 383 -2 -1 17,19,21 23 03.13.29 3C2 -2 383 -2 -1 25.2,7,29,31,33 35,37,39 03.13.30 3133 -2 -1 2,4,6.8,10 12,14,16 03.13.31 383 -2 -1 18,20,22,24,26 28,30,32 03.13.32 383 -2 -1 34,36,38,40,42 SEE PANEL 3B3 2 -2 03.73.32 3E13-2-2 B3 -2 -2 PANEL AN SEE P 1,3,5 03.13.33 383 -2 -2 7,9,11,13,15 17,19,21 03.13.34 363 -2, -2 23,25,27 29 ... 03.14.34 1 383-2; 2 31,33,35.37,39 2,4,6 03.14.35 383 -2. -2 8,10,12,14,16 18,20,22 03.14.36 393 -2 -2 24,26,28.30,32 34,36,38 03.14.37 363 -2 -3 1,3,5,7,9 11.13.15 03 -14.38 383 -2 -3 17,19,21,23,25 27,29,31 03.14.39 383 -2 -3 33.35,37.39,41 2,4.6 03.74.40 38;1 -2 -3 8,10,12 14 03.12.34 3C2 -2 -3 24,26,28,30,32 34,36,38 03.15.32 383 -3 383 -3 -1 1.3,5,7,9 1 1,13,15 03.15.33 363 -3 -1 17,19.21 23 03.15.34 3C2 -3 383 -3 -1 25,2,7,29,31,33 35,37,39 03.15.35 NOT USED NOT USED NOT USED 03.15.36 363 -3 -1 18,20,22,24,26 28,30,32 03.15.37 363 -3 -1 34,36,38,40,42 SEE PANEL 383 3 2 03.15.37 383 -3 -2 SEE PANEL 383-3 -1 1,3,5 03.15.38 383_3_2 7,9,11,13,15 17,19,21 03.15.39 383 -3 -2 23,25,27,29,31 33,35,37 03.15.40 383 -3 -2 2,4,6,8,10 12,14.16 03.15.41 363 -3 -2 18,20,22,24,26 28,30,32 03.15.42 383 -3 -3 34,36,38,40,42 SEE PANEL 383 -3 -3 03.15.42 363 -3 -3 SEE PANEL 383 -3 -2 1,3,5 CONY. RCPT. 383 -3 -4 2,4 34,36,38 CAGE BRANCH CIRCUIT SCHEDULE CAGE NO. PMM PANELBOARD CIRCUfi INITIAL NO'S. FUTURE CIRCUIT NO'S. 03.04.25 302 -1 302 -1 -1 1,3,5,7,9 11,13,15 03.05.26 3C2 -1 -1 17,19,21,23,25 27,29,31 03.05.27 3C2 -1 -1 33,35,37,39.41 2,4,6 03.06.32 3C2 -1 -1 8,10,12,14,16 18,20,22 03.06.33 3C2-1 -1 24,26,28,30,32 34,36,38 03.06.34 3C2 -1 -2 1.3.5.7.9 11,13,15 03.06.35 3C2 -1 -2 17,19,21,23,25 27,29,31 03.07.32 3C2 -1 -2 33,35,37,39,41 2,4,6 03.07.33 3C2 -1 -2 8,10,12,14,16 18,20,22 03.07.34 3C2 -1 -2 24,26,28,30,32 34,36,38 03.07.35 3C2 -1 -3 1,3,5,7,9 11,13,15 03.07.36 3C2 -1 -3 17,19,21,23,25 27,29,31 03.08.33 302 -1 -3 33,35,37,39,41 2,4,6 03.08.34 3C2 -1 -3 8,10,12,14,16 18,20,22 03.08.35 302 -1 -3 24,26,28,30,32 34,36,38 03.08.36 302 -1 -4 1,3,5,7,9 11,13,15 03.10.40 3C2 -2 302 -2 -1 1,3,5,7.9 11,13,15 03.10.41 3C2 -2 -1 17,19,21,23,25 27,29,31 03.11.29 3C2 -2 -1 33,35,37,39,41 2,4,6 03.11 .30 302 -2 -1 8,10,12,14,1 18,20,22 03.11.31 3E2 -2 -1 24,26,28,30,32 34,36,38 03.11.32 302 -2 -2 1.3.5.7.9 11,13,15 03.11.33 302 -2 -2 17,19,21,23,25 27,29,31 '.. 03.11:34 3C2 -2 -2 33,35,37,39,41 2,4,6 03.11.35. 3C2 -2 -2 8,10,12,14,16 18,20,22 ; 03.12.29 3E2 -2 -2 24,26,28,30,32 34,36,38 03.12.30 3C2 -2 -3 1,3.5.7,9 11,13,15. 03.12.31 302 -2 -3 17,19,21,23.25 27,29,31 03.12.32 3C2 -2 -3' 33,35,37.39.41 2,4,6 03.12.33 3C2 -2 -3 8,10,12,14,16 48,20,22 03.12.34 3C2 -2 -3 24,26,28,30,32 34,36,38 03.12.35 3C2 -2 -4 1,3,5,7,9 11,13,15 03.13.25 3C2 -3 3C2 -3 -1 1,3,5,7,9 11,13,15 03.13.26. 3C2 -3 -1 1 7,19,21,23,25 27,29,31 03.13.27 3C2 -3 -1 33,35,37.39,41 2,4,6 03.13.28 3C2 -3 -1 8,10,12 14 03.14.30 3C2 -3 -1 16,18,20,22,24 26,28,30 03.14.31 3C2 -3 -1 32,34,36,38,40 SEE PANEL 03.14.31 3C2 -3 -2 SEE PANEL 302 3 -1 1,3,5 03.14.32 3C2 -3 -2 7,9,11,13,15 17,19,21 03.14.33 3C2 -3 -2 23,25,27 29 03.15.29 3C2 -3 -2 31,33,35,37,39 2,4.6 03.15.30 3C2 -3 -2 8,10,12,14,16 18,20,22 03.15.31. 3C2 -3 -2 24,26.28,30,32 34,36,38 :\ 2000CADD \200154EXO- SEA3 \154E414.DWG ' -' -' Aug 09, 2000 ' -' - 15:40:25 " -' - 8y: MIGUELP SABEY CONSULTANTS ARCHITECTURE 97 EAST BROKAW ROAD SUITE SOO 40B- 436 -0500 __SAILASE- CALIFORNIA 95112 FA%• 40B -416 -1511 120 MONTGOMERY STREET, SUITE 115,_415 - ]08 - 6000 SA N EIUHCISCO, OAUEORNIA 94101. FAX:415- 766 -6040 REVISIONS ISSUE DATE the oryinol A * \g1000, vEP99 94 EXODUS DRAWING TITLE: SS. FOR 71 PMAIT -1i 3 88 -1400 ISSUED FOR CONSTRUCTION -R11 0731 -00 ISSUED FOR Tl PERMIT-PH 2 07 -26-10 ISSUED FOR TA PERMIT -PH 1 06 -26-00 0 CAGE BRANCH CIRCUff SCHEDULE - THIRD FLOOR PHASE-3 PROGRESS DATE: 06 -02 -00 FILE: I,\ 20000.000 \200154EX0- SEA3 \154E414 PLOT: PROJECT NUMBER: 200154 DRAWN BY: MAMP CHECKED BY: VB APPROVED BY: DRAWING NUMBER: E4.14 5 I 3/4 "C - 3 #6 & 1 #10G ,®, . 1 1 /2 "C - 4 #1 & I #8G 1 603 I "C -3 #4& 1 #8G 0 2 "C -4 #1/0 &1 #6G (",o� 2"C - 3 #1 & 1 #8G 3 "C - 4 #250KCMIL & 1 #4G PRIMARY BUS 3A M Rru Rru 0 Q 3000t ) J L saoonr� can�ao� � 600A, 27 KV TB3 600A, 7 KV TE3 670 27 KV TD3 1 :O. BIL 2500/2813 KVA 11OKV BIL 2500/2813 KVA 10KV BiL 2500/2813 KVA HVS -3B AA 802C 11 -3E AA 80 - C HVS -3D AA 80 1 C 26.4/15.3KV- 480/277V 26.4/15.3KV- 480/277V 26.4/15.31N- 480/277V a 9oM fiWni aaoAi �BOOar - K SM P ES (rtP) sPaNEs 'J O�swPs UPS PRIMARY BUS 3B ASTS ..Y,.. (47 L coninaA u0 ur TC3 2500/2813 KVA AA 80'C 26.4/15.30- 480/277V _ EY 30003 30003 UPS RESERVE BUS 3E UPS PRIMARY BUS 3C OP3� -C Sa -3w -66 KaC E E ('F 3 -5 3 -10 l -it EE J RNN9FE8 GOMROE 30003 ALTERNATE SOURCE TO PMM ASTS TYP TOTAL 36 30003 30003 NEC 250 -26(c) TO >E A DP3 -D E.O. 3000A TYPICAL SPARES 2oasi J eUani ) 8 003. )fiWti 604 504 FP EP GF G S -I 3 -6 600A, 27 KV 110KV ell_ HVS -3A SYMBO_ _LEL SIZE - CONDUIT & WIRE SIZE GROUND 203 I /2.D - 3 #12 & 1 #12G 30 3/4 - 3 #i0 & I##10G � � A 3/4 "C - 3 #8 & 1 #10G i 1�oJ) 2%; - 3 #I/0 & 1 #6G (253 2 -1 /2 "C - 3 #4 /G & I #4G 50 503 'soo} 800 0D < 11 FEEDER SCHEDULE 2 -:!2 "C - 3 #250KCMIL & 1 #4G (2 SETS)1 -1 /2 "C - 3 #2 /0 & 1 #3 G PER SET SETS) 2- 1/2 "C - 3 #250KCMIL & 1 #20 (2 SETS) 3 "C - 3 #500KCMIL & 1 W PER SET (3 SETS) 3 -I /2 "C - 3 #600KCMIL & 1 #3/0 PER SET (4 SETS) 3 -1/2 "C - 3 #600KCMIL & 1 #4/00 PER SET (5 SETS) 3 -1 /2 "C - 3 #600KCMIL & 1 #250KCMIL PER SET (7 SETS) 3 "C 3 #500KCMIL & 1 #350 KCMIL G PER SET (8 SETS) 3 "C 3 #500KCMIL & I #400KCMIL G PER SET (10 SETS) 3 -1/2 "C 3 #600KCGIL & 1 #500KCMIL G PER SET TO 27KV SWITCHGEAR "MSG -1" SEE DRAWING E5.1 FOR CONTINUATION TA3 2500/2813 KVA A4 80 26 4/ 15.3KV- 4 SI _E I: \2000CADO \200154EXO- SEAS \154E53_DWG Aug 14, 2000 ' -' -' 13 48'22 ' -' -' By: VALERIAB SYMBOL 504 NOTE: 5 "C - 3 2/0 SINGOUND LE CABLE ROTAAOA IL. 35KV & iJ1 GR ' FEEDER SCHEDULE 3 -PHASE 4 WIRE T GROUND FEEDER SIZE - CONDUCT & WIRE SIZE + GROUND 1 "C -4 #6A 1 #10G 1 1/4 "C - 4 #4 & 1 #10G 1 1/4 "C - 4 #4 & 1 #80 (2 SETS) 3 "C 3 #500KCWIL A l #1 /0 NEUT. & I #1/0 GROUND (8 SETS) 4 "C 4 #500KCM IL & 1 #400KCMIL G PER SET CONDUIT SIZES SHOWN ON THE FEEDER SCHEDULE ARE BASED ON NATIONAL ELECTRICAL CODE MINIMUM. AT HIS /HER OPTION, CONTRACTOR CAN PROVIDE CONDUIT SIZES BEYOND WHAT THE CODE REQUIRE FOR THE PURPOSES OF STANDARDIZATION, EASE OF INSTALLATION AND PROCUREMENT. R-2 3 -7 20HP 20HP GEF GEF 3 -2 3 -I TO 27KV SWITCHGEAR "MSG -I" SEE DRAWING E5.1 FOR CONTINUATION s 5 "C - 3 # 2/ CABLE 500KCMIL, 35KV, & t 2/0 GROUN ASTS ASTS :wJv. 101-363-1 PLY-303- LI mesr 2000 KW 2500 KVA GENERATOR }Ei ,, AS r ASTS ASTS uAu x62 5; DISTRIBUTION BWITOHGEAR LBDP -3 EP SE S EP Fs' G6 CEF GEF 3 -3 3 -6 3 -s 3 -9 2000 KW ENE KA GENER 3L N. NOTES: O j ALL % IRC CUIT BREAKERS B00AF AND LARGER TO BE RATED FOR 10 CONTINUOUS OAD. '0 KEY INTERLOCKING REQUIREMENTS: BACKFEED OPERATING MODE (HOP -A: SIMILAR FOR HDP -8, C, 0, & E ALL LBDP BREAKERS ARE OPEN; LOAD BANK GENERATOR 3L IS MANUALLY STARTED OR ON -LINE FROM AUTO- START; BREAKER "LE" IS MANUALLY CLOSED; UNIT MOUNTED GENERATOR BREAKER p "038" IS MANUALLY OPENED: LBDP -3 BREAKER "LA" IS MANUALLY CLOSED TO ENABLE POWER FLOW FROM LOAD BANK GENERATOR 3L TO HDP -A WITH HOP-A UTILITY SOURCE BREAKER OPEN. LOAD BANK OPERATING MODE (G3A: SIMILAR FOR G3B, C, D. AND E): UNIT MOUNTED GENERATOR BREAKER "G3A IS CLOSED (NORMAL POSITION); ALL LBCP BREAKERS ARE OPEN EXCEPT LOOP BREAKER LA IS MANUALLY CLOSED; LOAD BANK BREAKER IS MANUALLY CLOSED TO ENABLE LOAD BANK TESTING. FAILURE OF UTILITY SOURCE DURING LOAD BANK, TESTING AUTOMATICALLY TRIPS LOAD BANK BREAKER TO DISCONNECT LOAD BANK, TERMINATE TESTING, AND RETURN SYSTEM TO STANDBY DUTY. 2000KW LOAD BANK O GENERATOR START SIGNAL FROM HOP. 4' PROVIDE PANEL AND ASSOCIATED FEEDER FOR FUEL SYSTEM POWER It�� P`OUIREMENTS. COORDINATE LOCATION WITH FUEL SYSTEM CONTRACTOR f { I I ALL BRANCH CIRCUIT WIRING, CIRCUIT BREAKERS, AND EXACT TERMINATION SHALL BE BY FUEL SYSTEM DESIGN /BUILD CONTRACTOR. 97 EAST BROKAW ROAD SUITE 300 406 - 8300 _SAN,193F DS IGOR. 95112 EAX• 108 - 136-1511 O —_1 E v —)E� -- G SE FLY-302- PLY- ASTS i — 2000 KW 2500 KVA GENERATO 3D NEG 250 -26(c) ASTS ulv IVY-303-1 PLY-30 ASTS uAwi R3 <80 PLOT: CONSULTANTS 120 MQNiy9MERT STREET SUIfE 715. 415- ]68-6000 SAN FRANGSEO. CALIFORNIA 9!101. FAX:l15 -]BB -6010 REVISIONS DRAWING TITLE: PROJECT NUMBER: 200154 DRAWN BY: OV CHECKED BY: SC APPROVED BY: DRAWING NUMBER: SSLED FOR T1 PRIT-PH 3 08-.0 ISSUED FOR CONSTRUCTION-PH 1 07 -3.0 ISSUED FOR 71 PERMR -PH 2 07 -26-00 ISSUED FOR T1 PERMIT -PH 1 06 -26-00 PROGRESS DATE: 06 -02 -00 E5.3 SINGLE LINE DIAGRAM - SYSTEM 3 FILE: A \2000CADD \200154EXA- SEAS \154E53 SUPPORT ROOM 323 SUPPORT ROOM 244 I: \2000CADD \200154EXO- SEAS \154E56.DWG ' -' -• Aug 11, 2000 • -' -" 15:41:29 " -' -" By THIERRYJ r PHASE 3 SUPPORT ROOM 346 O t PANEL 1D2 -1 -3 SUPPORT ROOM, 246 PANEL 1B1 -1 -6 PMM 1D2 -1 NOC /NODE /SUBL NODE PMM SINGLE LINE DIAGRAM DETAIL SCALE: NONE PMM 1B1 -1 J L � J L SUPPORT ROOM 323 PMM 1A1-1 SHEET NOTES OT MGE SIDE CAR (SIDE ACCESSIBLE) WITH LOCKABLE DOOR, EQUIPPED WITH SHUNT TRIP MAIN CIRCUIT BREAKER. SUB PANEL STA SUB PANEL S2 SUB PANEL SIB SECURITY & MIS SUB PANELS 3RD FLOOR SUB PANEL S3 2ND FLOOR SABEY CONSULTANTS REVISIONS ISSUE DATE DRAWING TITLE: ARCHITECTURE TECH 97 EAST BROKAW ROAD SUITE 300 408 - 136-6100 ORNI A 608 -116 -1511 I��O 4 NiCQYERY SINFET. SUS )I5. i15 -)00 -6000 SAN FRANCISCO, CANfORNIA 9<10{. fA %:AIS- I88 -fi010 ISSUED FOR T1 PBMT -PR 3 08 -14.08 ISSUED FOR CONSTRUCIII.PH 1 073100 ISSUED FOR T1 PERMIT-PH .2 07 -.00 ISSUED FOR Ti PERMIT -PH 1 06 -26-00 NOC/NODE/SUB-NODE PMM SINGLE UNE DIAGRAM DETAIL PROGRESS DATE: 07 -28 -00 FILE: I: \2000CADD \200154EXU- 5EA3 \154E56 PLOT: PROJECT NUMBER: 200154 DRAWN BY VB /WL CHECKED BY: SC APPROVED BY: DRAWIN N I E5.6 r »,— DOOR LOCK 0,P) a. 1 .] I Io.I.] ��a.I,] ».o. 2 Ii 9 B 8 O M1 !! a '# - +. + — .0.00., m \ II 2 Ii IR1 ( AIR EXHAUST (DO NOT BLOCK) III '�. O M1 !! '# - +. + Iii nom- ®J I GROUND • I! IN I ' I NEUTRAL _0464 DOOR SWING 13" DOOR SWING 30" 1- \2000CADD \200154EX0- 5003 \154E51.DWG * -' -' JO 31, 2000 * -. -' 09:09.01 • -• -' By GINAB DOOR SWING DOOR SWING 2" RECOMMENDED AISLE SPACE FRONT & SIDE 36" m IMO 1 iir �- l Q. 1 mmi =IP � T- ' -.......... 1 21.06 CIRCUIT BREAKER ACCESS FROM THIS DIRECTION 21.06 22.72 52.72 BATTERY BOXES 17.50 10.24 1 0.24 17.50 SABEY CONSULTANTS ARCHITECTURE - IAA61 �i1ECN 97 EAST BROKAW ROAD SUITE 300 4B -436 -8300 SAN IDSF f4I1FORNIA , 15117 Pa' 48 - 416 - 1511 120 MONTCONEI,Y STREET. SUITE )IA 715 -)00 -6000 SAN FRANgSCO, GUFORHIA 54101. FA%:t10 -]88 -604 FUSE PANEL - ANNUNCIATOR DISPLAY CIRCUIT METER T62 CEILING LINE a PMM PANELBOARD MAIN C/B PMM SECTION FRONT VIEW SIDECAR SIDECAR SIDECAR. • PMM FRONT ELEVATION SCALE: NTS POWER TERM. BLOCK - OUTPUT CBI OUTPUT CB2 DETAIL C C84 CB3A CB5 C82 STS SECTION LOCK POWER SWITCH S10 32.61 (BACK) 30.48 FRONT) I. PMM PLAN VIEW SCALE: NTS 53 48 Mk PMM INTERIOR VIEW SCALE: NTS e GENERATOR PLAN VIEW SCALE: ' /2 " -1' 0 UPS SCC q) L PANEL BOARD PANEL BOARD PANEL BOARD 3 PANEL BOARD 4 CB4 CBS 2j7 STS CABINET BYPASS (CBI) e.,n1ri 0 BYPASS (CB2) B CB3A OUTPUT T2 CB1 GENERATOR RIGHT SIDE ELEVATION SCALE: 1/2 " =1' -0" PMM CABINET CBA CBC 225A 225A PROVIDED AND CONNECTED BY CUSTOMER CABLES PROVIDED BY MGE, CONNECTED BY CUSTOMER COLO PMM SINGLE LINE DIAGRAM SCALE: 1/2 " =1' -0" DRAWING TITLE: APPROVED BY: DRAWING NUMBER: ISSUED MR T! PHMf -P83 084400 S9FD FOR CONSTRUCTION -FH I 07 -3.0 SSUEO FOR T1 PERMR -PR 2 07 -2600 ISSUED FOR T1 PERMIT -PH 1 06 -2600 • ELECTRICAL DETAILS PROGRESS DATE: 07-28 -00 FILE I: \2000CADD \200:54EX0- 5EA3 \154E61 PLOT: PROJECT NUMBER: 200154 DRAWN BY: OV'' CHECKED 8Y: SC' E6.1 2 Ii VENTILATION OPENING AIR EXHAUST (DO NOT BLOCK) *4 '# - +. + 1 A \ \\ \\�� _0464 DOOR SWING 13" DOOR SWING 30" 1- \2000CADD \200154EX0- 5003 \154E51.DWG * -' -' JO 31, 2000 * -. -' 09:09.01 • -• -' By GINAB DOOR SWING DOOR SWING 2" RECOMMENDED AISLE SPACE FRONT & SIDE 36" m IMO 1 iir �- l Q. 1 mmi =IP � T- ' -.......... 1 21.06 CIRCUIT BREAKER ACCESS FROM THIS DIRECTION 21.06 22.72 52.72 BATTERY BOXES 17.50 10.24 1 0.24 17.50 SABEY CONSULTANTS ARCHITECTURE - IAA61 �i1ECN 97 EAST BROKAW ROAD SUITE 300 4B -436 -8300 SAN IDSF f4I1FORNIA , 15117 Pa' 48 - 416 - 1511 120 MONTCONEI,Y STREET. SUITE )IA 715 -)00 -6000 SAN FRANgSCO, GUFORHIA 54101. FA%:t10 -]88 -604 FUSE PANEL - ANNUNCIATOR DISPLAY CIRCUIT METER T62 CEILING LINE a PMM PANELBOARD MAIN C/B PMM SECTION FRONT VIEW SIDECAR SIDECAR SIDECAR. • PMM FRONT ELEVATION SCALE: NTS POWER TERM. BLOCK - OUTPUT CBI OUTPUT CB2 DETAIL C C84 CB3A CB5 C82 STS SECTION LOCK POWER SWITCH S10 32.61 (BACK) 30.48 FRONT) I. PMM PLAN VIEW SCALE: NTS 53 48 Mk PMM INTERIOR VIEW SCALE: NTS e GENERATOR PLAN VIEW SCALE: ' /2 " -1' 0 UPS SCC q) L PANEL BOARD PANEL BOARD PANEL BOARD 3 PANEL BOARD 4 CB4 CBS 2j7 STS CABINET BYPASS (CBI) e.,n1ri 0 BYPASS (CB2) B CB3A OUTPUT T2 CB1 GENERATOR RIGHT SIDE ELEVATION SCALE: 1/2 " =1' -0" PMM CABINET CBA CBC 225A 225A PROVIDED AND CONNECTED BY CUSTOMER CABLES PROVIDED BY MGE, CONNECTED BY CUSTOMER COLO PMM SINGLE LINE DIAGRAM SCALE: 1/2 " =1' -0" DRAWING TITLE: APPROVED BY: DRAWING NUMBER: ISSUED MR T! PHMf -P83 084400 S9FD FOR CONSTRUCTION -FH I 07 -3.0 SSUEO FOR T1 PERMR -PR 2 07 -2600 ISSUED FOR T1 PERMIT -PH 1 06 -2600 • ELECTRICAL DETAILS PROGRESS DATE: 07-28 -00 FILE I: \2000CADD \200:54EX0- 5EA3 \154E61 PLOT: PROJECT NUMBER: 200154 DRAWN BY: OV'' CHECKED 8Y: SC' E6.1 POINT LIST EQUIPMENT QUANTITY PER SYSTEM TOTAL SITE COUNT BINARY PTS EACH EQUIPMENT TOTAL SITE POINT COUNT SERIAL COMM DATA ENGINE - GENERATOR 6 12 3 36 NONE FUEL SYSTEM (LOCAL) I 2 2 4 NONE UPS MODULE PRIMARY 29 2 58 INPUT CURRENT PHASE A INPUT CURRENT PHASE 8 INPUT CURRENT PHASE C ;,,TOTAL LOAD %PEAK: LOAD PHASE1A %PEAK LOAD PHASE 'B %PEAK LOAD PHASE''C TOTAL REAL POWER (KW) TOTAL REACTIVE POWER (kVAR) SYSTEM 1 SYSTEM 2 UPS MODULE - RESERVE SYSTEM 1 SYSTEM 2 BATTERY MONITORING 14 +15 29 1 29 NONE SCC 1 2 I 2 LOAD CURRENT PHASE A LOAD CURRENT PHASE. B LOAD CURRENT PHASE C PMM SYSTEM 1 SYSTEM 2 31 34 65 I 65 INPUT CURRENT PHASE A INPUT CURRENT PHASE 8 INPUT CURRENT PHASE C INPUT CURRENT NEUTRAL % PEAK KVA 9. PEAK KW % PEAK KVAR STS (SYSTEM I + SYSTEM 2 31 +34 65 2 130 NONE UNIT SUBSTATION PRIMARY BUS 5 10 2 25 PEAK KVA PEAK KW VOLTAGE L -L (A,B,C) PHASE CURRENT ARC MEDIUM VOLTAGE SWGR I 2 3 6 INPUT CURRENT PHASE A INPUT CURRENT PHASE 8 INPUT CURRENT PHASE C REAL POWER (MW) REACTIVE POWER (MVAR) POWER FACTOR ENERGY KWHR) ENERGY KVARH) DEMAND MW DEMAND MVARS DEMAND AMPS %VOLTS THD VOLTAGE PHASE A VOLTAGE PHASE B VOLTAGE PHASE C HDP 5 10 2 20 INPUT CURRENT PHASE A INPUT CURRENT PHASE B INPUT CURRENT PHASE C REAL POWER (KW) REACTIVE POWER (ROAR) POWER FACTOR TOTAL SITE POINT COUNT 370 27 AV T 49 (T MEDIUM VOLTAGE SWITCHGEAR LOCATION: SWITCHGEAR ROOM J 10 B ASE T PRIMARY SWITCH XFMR ; SECONDARY CB UNIT SUBSTATION LOCATION : GENERATOR .ROOM COMMON ALARM POINT od ) - -- GENERATOR RUNNING , HH-- GEN BREAKER POSITION ENGINE GENERATOR (TYP 2000 KW) LOCATION: GENERATOR ROOM RICH LEVEL 0- 1I° TANK RUPTURE 0- 1H- FUEL STORAGE TANK I: \LUUULAUU \2UUIR4RXU- LIRAS \154EbU.UWL ` -° -" Aug 11, LUDO " -" -* lb:l U:3U ' -" -° Uy: IMLIiRYJ TO NEXT UNIT SUBSTATION DGP REMOTE PC LOCATION: NOC LOCATION: POWER ROOM MODICON TSX I/O BLOCK EXODUS ETHERNET L DIMAX PC ETHERNET LAN DIMAX LAN LOCATION: NOC /NODE POWER ROOM PERMALERT PANEL �� 2ND FLOOR (3R0 FLOOR o SIMILAR) o-1 1-�— °IIb- CAM 3 ALARM ' CARL 4 ALARM CABLE 5 ALARM SYSTEM TROUBLE CABLE 1 ALARM CABLE 2 ALARM CABLE 6 ALARM CABLE 7 ALARM CABLE 8 ALARM LOCATION: NOC /NODE POWER ROOM 440-- _ _ y � PRINTER f - (HIGH SPEED) I LOCATION: PRODUCTION CAGE I MOISTURE LEAK DETECTION SYSTEM (TYPICAL OF 2) LOCATION: NOC /NODE ROOM TO DGP IF REQUIRED AUDIBLE /✓1 LOCATION: NOC SUAL ANNUNCIATOR LOCATION: POWER ROOM MODICON TSX I/O BLOCK DGP 8 -PORT HUB TO NEXT 1 TOTAL 6 REQ'D PER SYSTEM TO NEXT HDP (TOTAL 5- PER SYSTEM) 10 BASE T 4 -PORT THIN SERVER I LOCATION: PMM VINCINITY LEGEND DISCRETE (BINARY) INPUT ETHERNET 52M -) F BREAKER OR SWITCH FOSITION STATUS T/S THIN SERVER', INTERFACE PM POWER MONITOR CM CIRCUIT MONITOR DIMAX LAN LOCATION: P DGP RS -485 VICINITY MODICON TSX I/O BLOCK _ _ _ _ _ L i) 1 1 1 TO UPS PRIMARY SWITCHBOARD (HDP) LOCATION: POWER ROOM - I 1 TO NEXT PMM TO NEXT UPS (TOTAL 15) ON SINGLE ' RS -485 CHANNELL _ TO PMM _ - UPS MODULE BATTERY ((TYPICAL) (BTEC) LOCATION: POWER ROOM J NOTES: 1. PROVIDE 120 VOLT CONTROL POWER TO, I/O BLOCKS, THIN SERVERS (T /S), PC'S, ETHERNET HUBS. RS I 485 PRIMARY SOURCE -9-11-e SUMMARY ALARM - --0-1F0 SUMMARY ALARM - - - E. BATTERY DISCHARGE PMM LOCATION: CO-LOCATION FLOOR ,TO GEN. I � I I CM ALTERNATE SOURCE 4 RS -485 SYSTEM CONTROL CABINET (SCC) LOCATION: POWER ROOM I STATIC SWITCH (STS) SITE MONITORING DIAGRAM SCALE: N.T.S. SABEY ARCHITECTURE 97 EAST BROKAw ROAD SUITE 300 108 -136 -8300 _SAtL.1175 rLDR fe {08 -tiff -1511 I 0 MONTGOMERY STREET. SUi� 715. {15 -700 -6000 SAM f9ANCISCO. CAIIfORNIA 9110{. fAX:{IS -708 -6010 5S1211 FCR T1 PETHMIF-FH 3 08 -11-00 ISSUED FOR CONSTBXTICNPH 1 07 -31-00 REVISIONS ISSUE DATE DRAWING TITLE: ISSUED FOR T1 PERMIT-PH 2 O7 -26-00 ISSUED FOB Ti PERMIT-PH I 06 -26.00 SITE MONITORING SCHEMATIC DIAGRAM E6.2 PROGRESS DATE: 07 -28 -00 FILE: I: \20ODCADO \2410154EXO- SEAS \154E02 PLOT' PROJECT NUMBER: 200154 DRAWN BY TJ /SB CHECKED BY: SC APPROVED BY: DRAWING NUMBER: SYSTEM SWITCH SW #4 I I I I o o I I L R9 I I R10 I I 120V UPS POWER REMOTE MONITOR (DIMAX) STATION Al (TYP FOR ALL EPOS) P82 NORMAL ° L - - J TEST I TEST SW Ji5. EPO SYSTEM CONTROL POWER (A1 TEST X EPO R1 l J l - R�1 FIRE ALARM TEST ® NORMAL O TEST SWITCH REST GI NORMAL MASTER PANEL (ONE PER FLOOR) LOCATED IN UPS ROOMS EPO DIAGRAM R9 R5 TO DIMAX R10 TO DIMAX MASTER PANEL EPO I A4M I '.: \2000CADD \200154EX0- SEAS \154E63.OWE " - " -" Aug 14, 2000 " - " -" 15:19:41 " - ° -' MT. VATERIAB R2 R2 CAH R2 T FSD'S 8 R4 - I---- T ASTS TYP.3 MASTER PANEL \'. PRESS BOTH BUTTONS TO ACTIVATE EPO FLUSH MOUNTED COVER PLASTIC HINGED COVER CO V ER D SYSTEM CONTROL POWER ALARM LOCAL TEST LOCAL LIGHT HVAC CAH SHUTDOWN FSD TRIP ASTS(PMM) SHUTDOWN MASTER PANEL LIGHT EPO DIAGRAM SCALE N.T.S. PMM (TYP) PMM NEUTRAL BUS' UP$ (TYP) NEW BLDG. STEEL CONCRETE ENCASED ELECTRODE z0A --°-- I I POWER ( SUPPL Y NEW FOOTING, WHERE APPLICABLE I Hg : 20A o ^ o L . _____ J L ___________J LIGHTING LIGHTING CONTROL PANELBOARD RELAY PANEL UPS MODULE F - - ( TYP ) //— PMM GROUND BUS #3/0 — BLDG. STEEL, TYP CAOWELD EXOTHERMIC CONNECTION #3/0 41-'---- POWER IN NOC POWER ROOM - ALL CONNECTIONS TO BE EXOTHERMIC WELD #3/0 TYP. CAGE 7' X 8' MICROPROCESSOR I- BASED LIGHTING r IFFF CONTROLLER t -- -- r--- TYPICAL LIGHTING CONTROL SCHEMATIC DIAGRAM SCALE: N.T.S. NOTE: 1). ALL WIRING IN CONDUIT I 3/4 "C, I2 #16 AWG � 1 � INVERTER # UPS MODULE SYNCH. CONTROL L - - _ PANEL (TYP. FOR EACH UPS) 3/4 "C, 18 #16 AWG UPS SYNCHRONIZATION BLOCK DIAGRAM RAISED FLOOR ZSRG 1 #6 BONDING CONDUCTOR PIGTAIL BELOW EACH CAGE. — #6 BARE COPPER BONDING CONDUCTOR CONNECTED TO BUILDING STEEL COLUMNS. GROUNDING SYSTEM DETAIL SCALE: N.T.S. UPS NEUTRAL BUS UPS GROUND BUS ALL METALLIC PIPES AND DUCTS PENETRATING COMPUTER ROOM BOND TO PEDESTAL WITH #6 COPPER. PERIMETER #6 BARE COPPER GROUND CONNECTED TO EVERY 4TH PEDASTAL LOW VOLTAGE SWITCH TYPICAL FOR LV SWITCHES c.d, e.f, g,H BALLASTS CONTROLLED BY LOW VOLTAGE SWITCH Ark NIZT STRUCTURAL FLOOR NOTE TIE -WRAP MC CABLES TO RAISED FLOOR PEDESTAL. BUNDLE PER NEC FOR ADJUSTING FACTORS FOR MAXIMUM CURRENT CARRYING CONDUCTORS PER CABLE WITH THEN CONDUCTORS EACH (TYPICAL) RAISED FLOOR (TYPICAL) NEMA L.5 -20R OUTLET (TYPICAL) 1 SEE DETAIL 2/E6.3 FOR RECEPT MTG. 11 4' MAXIMUM 1 _ HOMERUNS FROM UNDERFLOOR RECEPTACLES TO PMM'S WILL BE ROUTED VIA PERPENDICULAR "HIGHWAYS" WITH CABLES BUNDLED AND ATTACHED TO RAISED FLOOR PEDESTALS (TYPICAL). UNDERFLOOR OUTLET ASSEMBLY WIRING DETAIL (TYPICAL) SCALE NTS TRNASFER BLOCK LBDP BREAKERS J r — J (KEY REQUIRED TO CLOSED BREAKER) L FLOOR SLAB GENERATOR BREAKERS (KEY RELEASED WHEN BREAKER IS OPENED) RAISED FLOOR (TYPICAL) SELF TAPPING SCREWS TYP. TYPE MC FLEXIBLE METAL CABLE r I I L m RAISED FLOOR PEDESTAL. r UNISTRUT CHANNEL, TY _ NEMA. L5 -2CR OUTLET MOUNTED ON UNISTRUT MC CABLE KNOCKOUT - RA SED FLOOR PEDESTAL (TYPICAL) TYPE MC FLEXIBLE METAL CABLE 2 #10 & 1 #10 BARE COPPER GROUND & 1 #10 INSULATED ISOLATED GROUND. THHN PEDESTAL MOUNTED OUTLET DETAIL SCALE: NTS L_ _J r _0 KEY INTERLOCK SCHEME SCALE NTS LOAD BANK GI KEY FREE WHEN BREAKER IS CLOSED 2-bn eR SAABEY 97 EAST BROX. ROAD SUITE 300 108 - 436 -8300 SAN LOSE TA. WORNIA 95112 FR% 408_AER -1511 120 NpNLGglrERY SIREET SV71E 7t 5. sty -78B -6000 SAH iHANCISCO, GIIFORNU 91101. FA%:115 -788 -6010 63180 FOR T1 PEMTPH 9 08-14{0 6SOED FOR CONSTRUCTION-PH 1 07.00 ISSUED FOR Ti PERMIT -PH 2 07 -26-00 ISSUED FOR T1 PERMIT-PH I 06 -26-00 REVISIONS ISSUE DATE ARCHITECTURE TECH . Sacey DRAWING TITLE: ELECTRICAL DETAILS 8 DIAGRAMS PROGRESS DATE 07 -28 -00 FILE: I: \2000CPDD \A00154EX0- SEAS \154E63 PLOT: PROJECT'. NUMBER: 200154 DRAWN BY: TOJ CHECKED BY SC APPROVED BY O 0 SYS 1 BYPASS AVAIL 0 BYPASS 1 & 2 iN SYNC Q" SYNC CKT ACTIVATED Q" SYS 2 ON BYPASS LAMP TEST 0 M G E O Q SYS 2 BYPASS AVAIL O SYSTEMS IN SYNC Q SYNC CKT INHIBITED O SYS 2 SYNC TO SYS 1 \ SYNC MODE SELECT OFF AUTO 0 CRITICAL BUS SYNCHRONIZATION 17 35 17 60 18 r frn 22.00.. L_ --J 40 20 .DO REMOVABLE PANELS FOR / / CONDUIT ENTRY t 22_00 0o r n L J r frn 22.00.. L_ --J -1 L_ f -- ._ 20.DD - 1 I - - -► I \ . I--- \ J, L_ \ 27.00 -- 25.00 -- f 25.00 -- - 14.00 -- '5 ® 4 "C 02)4 "C (2)4 "C MH #1 L LE- SHIP 1~24.00 4 SUB -NODE 325 225 4 "C T SPLIT NODE RM. ;N PHASE 1 SATELLITE DIS - (2)4" C® �- 2 ) 4 „ C ® (a2)4 MPOE 317 MPOE 217 MPOE 101 STATIC SWITCH � =d 72.0 36.00 . - (2) 4 C ® 1 + I \20DOCAOD \20014EX0- SEAS \154E64.DWG ' -' -` Jul 31. TODD ` -' -' 0S:08:11 ` -• By: GINAB I I SHIP SPLIT MIS 315 - (2)4 "C ® MIS 215 - (2)4 "C® 3 MIS 108 (2)4 "0 ABC DIST CHM E® I SHIP SPLIT �< PHASE 3 -3 MIS 125 - ( "C® TO SITE MANHOLE® (4)4 "C k= � I 4 "C ® (4)4 "0 O SUB -NODE 347 - (4)4 "0 68.00 ca. 033 ® ® UM OEM MO ISO CMS OM ® EE CMS CEE21 SSC -MBC DISTRIBUTION SWITCHBOARD FRONT ELEVATION SCALE. NTS SCC -MBC DISTRIBUTION SWITCHBOARD PLAN VIEW SCALE: NTS 011751 [MI OM OEM I (4)4"C C CD SUB -NODE 345 MH (2 PHASE 5 LUG ACCEPT 3 016 50MCM \ \\ ROOF 0.56 3RD FLOOR 2ND FLOOR 1ST FLOOR LOAD CONNECTIONS BUSBAR CONNECTIONS UPS & BYPASS COMMUNICATION CONDUIT SCHEMATIC ROUTING SCALE NTS AIM AREA FOR 8050 CONDUIT ENTRY NOTES: 0 FIBER EMPTY CONDUIT ® TELCO COPPER CONDUIT ® EXODUS INTERCONNECT ® BLDG. TELCO 0 BLDG SATELLITE DISH d w 2.00 0.50 120.00 50J FOR PRIMARY EQUIPMENT ELEVATION DETAILS SEE DWG.# F13664724- 066 -01 48.00 1 00.00 120.00 48.00 24.00 1 4.40 1 2.50 FRONT MASTER CONTROL PANEL SYSTEM SYNC CIRCUIT FRONT ELEVATION SCALE: NTS 306.00 144.00 144.00 3 3 30J 22.50- 3.00 f 0 19.25- 6.25- I' 'I I' 'I FOR XFMR DETAILS SEE OUTLINE DWG. FOR SECONDARY EQUIPMENT ELEVATION #13664724- 067002 DETAILS SEE DWG.)) F13664724- 086-0 VENIED COVER VEX. CON. 91:50 10 42.00 54 00 CROSSED LINES INDICATE AVAILABLE CONDUIT AREA UNIT SUBSTATION PLAN VIEW SCALE. NTS UNIT SUBSTATION FRONT ELEVATION SCALE. NTS 00 POWER -CAST TRANSFORMER FRONT ELEVATION SCALE: NTS Ski 3 All w SABEY CONSULTANTS 97 EAST BROKAW ROAD SUITE 300 408 -436 -8300 SAELIOSE A SA=• 13 x 4033-43. _ 170 NONTC�NERY �Ei. SUITE t15. •15 -]BB -6000 SAX fRWCISCO, f.AUfORNIA 94101. fA%:1i 8 -]08 -6010 REVISIONS ISSUE DATE DRAWING TITLE: DRAWING NUMBER: ARCHITECTURE 651® FOR T1 PDMPPFI3 0844 -00 MED FOR CONSTRUCTION-PH 1 07.81-00 ISSUED FOR T1 PERMIT-PH 2 O7 -28-00 ISSUED FOR T1 PERMIT -PH 1 06-26-00 1 PEGENE�1\A rN2FF Ex ODUS ELECTRICAL DETAILS 8 DIAORAmS PROGRESS DATE: 07 -28 -00 FEE: I: \2000CAD0 \200154EX0- SEA3 \154E64 PLOT: PROJECT NUMBER: 100154 DRAWN EY: OV CHECKED BY: SC APPROVED BY E6.4 F9F VT DRAWER 1/017 I26, 1'1 MED 111 XR3 IT 6 P6 J6 J6I P6 [ P 6 6 J6 PR WI DI VT DRAWER D017 r El CI i ff I ft 'II I all I IF X17 IIR + DRAWOUT BREAKER n v cz� . x � DRAWOUT BREAKER xN °°!,..-6:: xooa DRAWOUT BREAKER - xaR� DRAWOUT BREAKER ��� ,�� � ORAWOUT' BREAKER - xG �IxGw � � BMW WA DRAWOUT BREAKER 7 300 � DRAWOUT BREAKER Ixaa x�� DRAWOUT BREAKER �xa IxGa x � EU BO or, ) ( ) H � ( II ei BATTERY )xG \ ei BATTERY 6 o o BATTERY Mr A B XFC5I XMC51 ' -. XFC MN 6.52 A ' 8 XFC> MC53 4 4 C ail X FC67 XMC61 EC a: XMC62 XFC :: MC63 UPS .1 6.00 VT DRAWER 1/017 I 1111 1'1 a ff IIg 1 VT DRAWER D007 I sum �; �r ,�::. ❑ ❑ ❑ ❑ 4=1 ❑ ❑ ❑ El r �► .. • III VT DRAWER D017 r :. i ff I ft 'II I all I IF X17 IIR R gL7l31fii9 DRAWOUT BREAKER n v cz� . x � DRAWOUT BREAKER xN °°!,..-6:: xooa DRAWOUT BREAKER - xaR� DRAWOUT BREAKER ��� ,�� � ORAWOUT' BREAKER - xG �IxGw � � ORAWOUT BREAKER xo 1; GG DRAWOUT BREAKER 7 300 � DRAWOUT BREAKER Ixaa x�� DRAWOUT BREAKER �xa IxGa x � of DAWER D0 1 ) ( ) H � ( )xG 6.00 1111•r _ OD op Elo ❑ ❑ ❑ ❑ - �� �� a.. r ,ter r• �; �r ,�::. ❑ ❑ ❑ ❑ 4=1 ❑ ❑ ❑ El r �► .. • �•r —r .:: •. ► .. ..ME. J .... J.. \ i • • .. ...N... w. ► ∎r ■ ..s .r Mr w. 7 f T _815 -00 • • 4 ❑ ❑ ❑ ❑ ❑ ❑ •.Os. /1E- A.. 4 1111•r _ OD op Elo ❑ ❑ ❑ ❑ - �� �� a.. r ,ter r• , �� ..• Mr a 4 r \ i - -F- \ i • • 4 r� 1 ore, [ 7 I/O - UPS BF 53 EP1 BAJ EP" BATTERY FROM UTILITY INPUT SUPPLIED & CONNECTED BY CUSTOMER 60 STIPPDED AND CONNECTS BY CUSTOMER ‘ 06 FR OM TO SSC UTILITY INPUT rH r SUPPLIED BY MGE I CONNECTED BY CUSTOMER SUPPLIED BY MGE CONNECTED BY CUSTOMER L 1 UPS / "� I INPUT A2 O' FUSES 82 B3 = . C2 IJ NPUT FILTER II I I , ,X CAB T I SHUNT REACTOR L 35 \2000CADD \200154EY.0 -SE 3 \1540671TU • -' -` Jul 31, 2000 " -' -' 09:00:13 4 -• -* By: GINAD SUPPLIED BY MGE CONNECTED BY CUSTOMER SUPPLIED BY MGE CONNECTED BY CUSTOMER CHARGER INVERTER OUTPUT FUSES K3N SUPPLIED BY MGE CONNECTED BY CUSTOMER I I I II L TITIT I I _ J 6 36 36 UPS SCHEMATIC WIRING DIAGRAM SCALE: NTS 1 36 612 T SUPPLIED BY MGE CONNECTED BY CUSTOMER (ADJACENT VERSION) UPS SINGLE LINE DIAGRAM SCALE NTS 60 SWITCHGEAR PLAN VIEW SCALE: NTS SWITCHGEAR FRONT ELEVATION SCALE: NTS TO SSC SUPPLIED & CONNECTED BY CUSTOMER A REMOVABLE PANELS - F-- 26.00 IN TOP AND IN BASE FOR CONDUIT ENTRY AREA ELECTRICAL INTERLOCK ISOLATION MECHANICAL INTERLOCK MAINT. BYPASS MECHANICAL INTERLOCK r7G0 18.0 18.0 MBP i i8 36.00 5.00 112.75 49.5 49.5 SYNC. CAB. 18.0 8.0 BOTTOM ENTRY CABINET 112.75 A., 5 RESERVE UPS PLAN VIEW SCALE: NTS RESERVE UPS FRONT ELEVATION SCALE: NTS 49.5 49.5 3 REACT. SYNC. CAB. � 7( 72 cQfr27y I/O BOTTOM ENTRY CABINET 3 L UPS 3 X B,6'TERM 0 3 E r i A,E.RY PRIMARY UPS PLAN VIEW SCALE: NTS 0 0 BATTERS ► PRIMARY UPS FRONT ELEVATION SCALE: NTS 0 74.6 w SABEY CONSULTANTS ARCHITECTURE EECK 91 EAST 9RONAW ROAD SUITE 300 109 -1.16 -8300 SAH IOSF t•411F0RNIA 9511) FA % 108 - 116 -151L 130 NONI . STREET. SUITE 0.164 9-900 SAN FRAXCISCO. CALIFORNIA ALIFORNIA 911G1, fA %:115 -19 -6010 0 REVISIONS ISSUE DATE MED FOR Tl PE(fAfA13 08 -14-00 MED FOR CONSIAUC110NfR 1 07 -31-00 ISSUED FOR T1' PERMIT -PH 2 07 -26-00 ISSUED FOR T1 PERMIT-PH 1 06 -2600 DRAWING TITLE: �o °ei�e v :.oer . ELECTRICAL DETAILS 8 DIAGRAMS PROGRESS DATE: 07 -28 -00 1 I:\ 2000CA00 \2001,54EX0- SEAJ \154E67 PLOT PROJECT NUMBER 200154 DRAWN BY OV CHECKED BY: SC APPROVED BY_ _ ___ /NB '.' NI SPRING CHARGING 1 251 _ READY TO CLOSE 1 252 '' A4 CLOSING 7 COIL ^ 212 ) 52 b - 244 52 '. a 2 52 -G TRIP COIL 52 T C1 1222 52 b 223 Y V Y 1234 - 52 _ a 231 T y21 112 J$2 T b V 11 Y ^ 14 -52 r a .152 Y X/ 122 ^ 24 _52 b T a I Y 1 32 34 52 -52 5 T o 3 1 ' I 42 1$2 i _ aT Y 144 52 a T MOTOR NI. B1 A l Vy211 Y v Y X/1 241 5y YL Y /N84 ,^251 P� M READY SPRING TO CHARGING CLOSE "MOTOR 45 BI i25 XF 4 A1 fA4 CLOSIN COIL y 211Y241 '' 212 1 244 b /1 \C2 MX 02 T S5lC1 AF1 /\ F2 52 -U TRIP COIL 52 a 1 222 52 ✓" b y221 ^ 234 52 y231 Y11 1 12 ^ 14 X52 T 52 b I a T y21 ^22 1 24 52 52 b T o y31 ^32 1 34 152 52 r b a. y41 ^ 42 152 r b 1 44 52 T o 20 ./ � / ,„ ,A_ DfA- //fiA I ® NSS DISPLAY 9j 16" DIA. 3 NSS I �, FIXED FIXED Do — r _ I ---I 600A 3P . LOG / ® - FED CIE CPT 1 SPACE ONLY 600AF /3P 50A 1002 PM ATE C C SEE BELOW NOTE SOA L ATE -NP LI 800A S 100A SPACE. SPACE ONLY . 600AF /3P ® II m m i ° S 800A LI S 3002 LI © ® 0 ® 0 m 0 ® a2 i LI S0A 0 o L 800A ° L — _ D D _ DD — 52 -U 30002 3P LOG L _ _ _ E E — DD 52 -G 3000A 3P LSI S 800A L 800A LI LI 800A 3 LI 8002 E0 I DRAWOUT i F0. I DRAWOUTi GROUND BUS GROUND BUS 20 ./ � / ,„ ,A_ DfA- //fiA .A I 9j 16" DIA. 3 NSS I �, 1100 LDS m SECTION 1 30 1200 LB5 SECTION 1 30" \, 2000CADD \200154EX0- SEA3 \154E68. DWG •-' -" Jul 31, 2000 " -'- '09:06:53 1200 LBS ao SECTION 2 Bv: CINAB 1200 LBS 00 SECTION 2 1100 LBS ( SHIPPING SPLIT SECTION 3 1500 LBS SHIPPING SPLIT 00 SECTION 3 REMOVABLE COVERS AT REAR'. 38 FRONT REMOVABLE COVERS AT REAR FRONT 1000 LBS ® AT HINGED COVER SECTION 4 NOTE: PROVIDE 70A/3P FOR HDPIA, HDP1B. HDP1C PROVIDE 50A /3P FOR HDP1D 1200 LBS 1500 LBS ®SHIPPING SPLT( 030 AT HINGED COVER SECTION 4 SECTION 5 PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) FRONT ELEVATION SCALE: NTS PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) PLAN VIEW SCALE: NTS RESERVE BUS HDP1E FRONT ELEVATION SCALE: NTS RESERVE BUS HDP1E PLAN VIEW SCALE: NTS E6.8 ilk E6.8 ATE -7000 31 3 .U1 TO 52 -U U2 CLOSE CKT ATE-7000 i2 1�3 Co11T0 52 -G G7 TRIP CK ATE -7000 CONTACTS CLOSE ON UTILITY POSITION ATE -7000 29 1-30 Gi TO 52 -G G2 CLOSE CKT ATE -7000 it Q eU6 TO 52 - Ui TRIP CK ATE -7000 CONTACTS CLOSE ON EMERGENCY POSITION 120VAC ELI -G TB -L 120VAC TB -X2 UTILITY 08 LINE 0C GENERATOR 00A 8 LINE 0C ENGINE GENERATOR START ATE -7000 29 2 57 A222 ¥221 [ G3 CPT 480 -120 FU2 750VA 4A _ H4 OPEN 2 7A G6 CLOSED 52 -U 3000A 1 NA NA NBNC EA EBEC 01 6 T AUTOMATIC TRANSFER EQUIPMENT 'ATE -7000' LCO LB 2 • X2 X REAKER CONTROL 52 -G 3000A 234 52 -U± a 231 12 TB -X2 TB -L ATE -7000 E 7 P2 2 P31 L3 FU 1 1 A 19 1 10 11 1121 VOLTAGE DIGITAL METER CM 4000 3 14 15 CURRENT CI I C2 CTS 3000:5A C3 HDP SCHEMATIC DIAGRAM SCALE: NO T0: 52 -0 CLOSING TO 52 -G CKT TRIP. CKT SPARE SPARE SPARE SPARE X2 2TU 13 TU14}U1 }U1 }U 8 CO CIRCUIT BREAKER 52 -U CONTROL DIAGRAM SCALE: NTS I�z Dm 2.7Y TO 52 -U 0 52 -U CLOSING CKT TRIP CKT SPARE SPARE SPARE SPARE u2 U3 p ul T pc -8! t 0p I 0112 3 G1a pc15 GIs p c177 cis GIs 0A 08 0C CIRCUIT BREAKER 52 -G CONTROL DIAGRAM SCALE: NTS 8 Ark SAABEY CONSULTANTS DRAWING TITLE: DRAWING NUMBER: ARCHITECTURE -�1�CH 97 EAST BROKAW ROAD SUITE 300 108 -436 -8300 __Sa_JDSE_CAUEDRDIA 95117 FAX 408 -456 -1511 130 NOxiO(IU�0.� SUITE 715. 115 -)08 -6000 SAX FIUXG6CO3 CAEIFORNIA 91101. FA %:115 -IBB -6040 SSUEO FOR T1 PBMT,A3 3 0•31 • SSUEO FOR COMSTRUCTIONFIi 1 07:31-00 ISSUED FOR Tl PERMIT-PH '2 07 -26-00 ISSUED FOR Tl PERMIT-PH 1 06;26-00 REVISIONS ISSUE OATS NON GFE \N 100 5111 ,,. .„„.., EXODUS ELECTRICAL DETAIS 8 DIAGRAMS PROGRESS DATE 07-28-00 FILE 1: \2000CADD \20015UEX0 SEA3 \15RE68 PLOT PROJECT INUMBER 200154 DRAWN BY OV' CHECKED BY. SC APPROVED BY E6.8 j // DfA- //fiA I NSS I �, FIXED 00 — Pm 3P — LSI CPT PM e I ATE L ATE -NP II ®I® ® MO UO 150A 50A 1002 SPACE i i SPACE ONLY . 600AF /3P ® m m i LE L m 11:f _ 00 o0 I m 21 DRAWOU} i' X 5 2 -G 4000A 3P m LI 800A 'o _ZO 00 00 I _152 -U 3000A L G DRAWOUT• — 00 00 _ 30000 ? _ 00 ❑0 30002 3P SODA LI LI 8002 ° I FIXED I FIXED GROUND BUS 1100 LDS m SECTION 1 30 1200 LB5 SECTION 1 30" \, 2000CADD \200154EX0- SEA3 \154E68. DWG •-' -" Jul 31, 2000 " -'- '09:06:53 1200 LBS ao SECTION 2 Bv: CINAB 1200 LBS 00 SECTION 2 1100 LBS ( SHIPPING SPLIT SECTION 3 1500 LBS SHIPPING SPLIT 00 SECTION 3 REMOVABLE COVERS AT REAR'. 38 FRONT REMOVABLE COVERS AT REAR FRONT 1000 LBS ® AT HINGED COVER SECTION 4 NOTE: PROVIDE 70A/3P FOR HDPIA, HDP1B. HDP1C PROVIDE 50A /3P FOR HDP1D 1200 LBS 1500 LBS ®SHIPPING SPLT( 030 AT HINGED COVER SECTION 4 SECTION 5 PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) FRONT ELEVATION SCALE: NTS PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) PLAN VIEW SCALE: NTS RESERVE BUS HDP1E FRONT ELEVATION SCALE: NTS RESERVE BUS HDP1E PLAN VIEW SCALE: NTS E6.8 ilk E6.8 ATE -7000 31 3 .U1 TO 52 -U U2 CLOSE CKT ATE-7000 i2 1�3 Co11T0 52 -G G7 TRIP CK ATE -7000 CONTACTS CLOSE ON UTILITY POSITION ATE -7000 29 1-30 Gi TO 52 -G G2 CLOSE CKT ATE -7000 it Q eU6 TO 52 - Ui TRIP CK ATE -7000 CONTACTS CLOSE ON EMERGENCY POSITION 120VAC ELI -G TB -L 120VAC TB -X2 UTILITY 08 LINE 0C GENERATOR 00A 8 LINE 0C ENGINE GENERATOR START ATE -7000 29 2 57 A222 ¥221 [ G3 CPT 480 -120 FU2 750VA 4A _ H4 OPEN 2 7A G6 CLOSED 52 -U 3000A 1 NA NA NBNC EA EBEC 01 6 T AUTOMATIC TRANSFER EQUIPMENT 'ATE -7000' LCO LB 2 • X2 X REAKER CONTROL 52 -G 3000A 234 52 -U± a 231 12 TB -X2 TB -L ATE -7000 E 7 P2 2 P31 L3 FU 1 1 A 19 1 10 11 1121 VOLTAGE DIGITAL METER CM 4000 3 14 15 CURRENT CI I C2 CTS 3000:5A C3 HDP SCHEMATIC DIAGRAM SCALE: NO T0: 52 -0 CLOSING TO 52 -G CKT TRIP. CKT SPARE SPARE SPARE SPARE X2 2TU 13 TU14}U1 }U1 }U 8 CO CIRCUIT BREAKER 52 -U CONTROL DIAGRAM SCALE: NTS I�z Dm 2.7Y TO 52 -U 0 52 -U CLOSING CKT TRIP CKT SPARE SPARE SPARE SPARE u2 U3 p ul T pc -8! t 0p I 0112 3 G1a pc15 GIs p c177 cis GIs 0A 08 0C CIRCUIT BREAKER 52 -G CONTROL DIAGRAM SCALE: NTS 8 Ark SAABEY CONSULTANTS DRAWING TITLE: DRAWING NUMBER: ARCHITECTURE -�1�CH 97 EAST BROKAW ROAD SUITE 300 108 -436 -8300 __Sa_JDSE_CAUEDRDIA 95117 FAX 408 -456 -1511 130 NOxiO(IU�0.� SUITE 715. 115 -)08 -6000 SAX FIUXG6CO3 CAEIFORNIA 91101. FA %:115 -IBB -6040 SSUEO FOR T1 PBMT,A3 3 0•31 • SSUEO FOR COMSTRUCTIONFIi 1 07:31-00 ISSUED FOR Tl PERMIT-PH '2 07 -26-00 ISSUED FOR Tl PERMIT-PH 1 06;26-00 REVISIONS ISSUE OATS NON GFE \N 100 5111 ,,. .„„.., EXODUS ELECTRICAL DETAIS 8 DIAGRAMS PROGRESS DATE 07-28-00 FILE 1: \2000CADD \20015UEX0 SEA3 \15RE68 PLOT PROJECT INUMBER 200154 DRAWN BY OV' CHECKED BY. SC APPROVED BY E6.8 j // DfA- //fiA I 1100 LDS m SECTION 1 30 1200 LB5 SECTION 1 30" \, 2000CADD \200154EX0- SEA3 \154E68. DWG •-' -" Jul 31, 2000 " -'- '09:06:53 1200 LBS ao SECTION 2 Bv: CINAB 1200 LBS 00 SECTION 2 1100 LBS ( SHIPPING SPLIT SECTION 3 1500 LBS SHIPPING SPLIT 00 SECTION 3 REMOVABLE COVERS AT REAR'. 38 FRONT REMOVABLE COVERS AT REAR FRONT 1000 LBS ® AT HINGED COVER SECTION 4 NOTE: PROVIDE 70A/3P FOR HDPIA, HDP1B. HDP1C PROVIDE 50A /3P FOR HDP1D 1200 LBS 1500 LBS ®SHIPPING SPLT( 030 AT HINGED COVER SECTION 4 SECTION 5 PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) FRONT ELEVATION SCALE: NTS PRIMARY BUS HDPIA (TYP FOR HDP1B, HDP1C, HDP1D) PLAN VIEW SCALE: NTS RESERVE BUS HDP1E FRONT ELEVATION SCALE: NTS RESERVE BUS HDP1E PLAN VIEW SCALE: NTS E6.8 ilk E6.8 ATE -7000 31 3 .U1 TO 52 -U U2 CLOSE CKT ATE-7000 i2 1�3 Co11T0 52 -G G7 TRIP CK ATE -7000 CONTACTS CLOSE ON UTILITY POSITION ATE -7000 29 1-30 Gi TO 52 -G G2 CLOSE CKT ATE -7000 it Q eU6 TO 52 - Ui TRIP CK ATE -7000 CONTACTS CLOSE ON EMERGENCY POSITION 120VAC ELI -G TB -L 120VAC TB -X2 UTILITY 08 LINE 0C GENERATOR 00A 8 LINE 0C ENGINE GENERATOR START ATE -7000 29 2 57 A222 ¥221 [ G3 CPT 480 -120 FU2 750VA 4A _ H4 OPEN 2 7A G6 CLOSED 52 -U 3000A 1 NA NA NBNC EA EBEC 01 6 T AUTOMATIC TRANSFER EQUIPMENT 'ATE -7000' LCO LB 2 • X2 X REAKER CONTROL 52 -G 3000A 234 52 -U± a 231 12 TB -X2 TB -L ATE -7000 E 7 P2 2 P31 L3 FU 1 1 A 19 1 10 11 1121 VOLTAGE DIGITAL METER CM 4000 3 14 15 CURRENT CI I C2 CTS 3000:5A C3 HDP SCHEMATIC DIAGRAM SCALE: NO T0: 52 -0 CLOSING TO 52 -G CKT TRIP. CKT SPARE SPARE SPARE SPARE X2 2TU 13 TU14}U1 }U1 }U 8 CO CIRCUIT BREAKER 52 -U CONTROL DIAGRAM SCALE: NTS I�z Dm 2.7Y TO 52 -U 0 52 -U CLOSING CKT TRIP CKT SPARE SPARE SPARE SPARE u2 U3 p ul T pc -8! t 0p I 0112 3 G1a pc15 GIs p c177 cis GIs 0A 08 0C CIRCUIT BREAKER 52 -G CONTROL DIAGRAM SCALE: NTS 8 Ark SAABEY CONSULTANTS DRAWING TITLE: DRAWING NUMBER: ARCHITECTURE -�1�CH 97 EAST BROKAW ROAD SUITE 300 108 -436 -8300 __Sa_JDSE_CAUEDRDIA 95117 FAX 408 -456 -1511 130 NOxiO(IU�0.� SUITE 715. 115 -)08 -6000 SAX FIUXG6CO3 CAEIFORNIA 91101. FA %:115 -IBB -6040 SSUEO FOR T1 PBMT,A3 3 0•31 • SSUEO FOR COMSTRUCTIONFIi 1 07:31-00 ISSUED FOR Tl PERMIT-PH '2 07 -26-00 ISSUED FOR Tl PERMIT-PH 1 06;26-00 REVISIONS ISSUE OATS NON GFE \N 100 5111 ,,. .„„.., EXODUS ELECTRICAL DETAIS 8 DIAGRAMS PROGRESS DATE 07-28-00 FILE 1: \2000CADD \20015UEX0 SEA3 \15RE68 PLOT PROJECT INUMBER 200154 DRAWN BY OV' CHECKED BY. SC APPROVED BY E6.8 OC DD \200154E70- SCA3 \154EG9.DWG ' -' -' Aug 1 2000 ' -• -` 12:15 '- By MARYP n M 1[1 M 7 7 I I I I I I I I o n o r3 m 7 10 n I I I I I I I I 7777 N m o m o m o m o RECEPTACLE LEGEND (TYPICAL FOR ALL. DETAILS) 9 DUPLEX OUTLET 9 NEMA L5 -20R, 125V 9 NEMA L6 -20R, 25UV M n E 2 m 2 m o m o m a m o m 2 m 2 BENGI EQUIPMENT RACK °A °, SUB -NODE ROOM 247 i C 0 M I II BENGI EQUIPMENT RACK 'A', SUB -NODE ROOM 347 m 01 M t�0 M �➢ M c�0 n c�0 n I I I I I I Ul N N N O M 0 I I I 1 I N • , RRMI • ♦ 3= M� BENJI EQUIP M ENT RACKS Ji T DATA RACKS DATA RACKS ATA RACKS r DATA RACKS BEN91 EQUIPMENT RACKS DATA RACKS DATA RACKS ♦ \ \ \� SRI L \ \ \ \\ BRI RR RR EPO SUB -NODE DETAIL SCALE: NTS EPO SUB -NODE DETAIL SCALE: NTS Eh SABEY CONSULTANTS DRAWING TITLE DRAWING NUMBER: ARCHITECTURE EA 09 -28 -00 TECH 97 EAST BROKAW ROAD SUITE 300 108- 435 -8300 SAN 305E CAE 951 F 408- 455 -1511 110 MONTSAMEBKMEET. SUITE 71$, 415- 9 =6 SAN FRANCISCO, CALFORNIA 94104. FAA:CS- 788 -6040 16413 FOR TLPERITAi 3 0844-00 ESDED FOR CONSTRUCTION-PHI 07 -31-00 ISSUED FORT! PEAMR-PH 2 07 -28-00 ISSUED FOR T1 PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE ELECTRICAL DETAILS PROGRESS DATE: 07 1-28 -00 0LE; I: \2000CADD\L00 154EXO- SEAS \154E69 PLOT: PROJECT NUMBER: 200154 DRAWN BY: MM /Ov CHECKED BY: SC APPROVED 8, E6.9 (2) 4 "C UNDERGROUND TO SITE MANHOLE (2) 4 "C UPI. . TO MI 17 ', (2) 4 "C UP TO 1,15_2_15 (2) 4 C O 1ST FLOOR CLC. SPACE SHEET NOTES xxxx SAABEY ARCHITECTURE FIRST FLOOR COMMUNICATION FLOOR SCALE 1 " =20' (2) 4"C CEILING SPACE, TYP (4) 4 "C UP TO NODE 225 DRAWING NUMB CONSULTANTS v' \ �J\ ILC� 97 EAST BROKAW ROAD SUITE 300 408 -438 -8380 <AN 10SF CA 408 -456 -1511 130 1.14/NTOVHE6 -T STREET SUITE 71,,,,f1y99 SAN FRANCISCO. CALIFORNIA 94104. FAXJ13- 188 -6040 Issssssss31••••1APO !�•!7.0 Usssl11i11R •Sl4lris0ISI•EM11.1 L4 ollora u •u -1F!IDSages. awn aorss• •713sssisa 4 11111 411111111111111 !!1111 ®ssslk55 = , 'SI11Is •C•IT'E = 1' ++ 611sr:'Y.634s7 •tlrsis.ss ii%• ou sssslls Ilslesuuu17r ssI' 41"erylalleVW rrl ■Slieir,=as pacc,,z4soir 1111111BOSigag isi7ssR!,'- 1110111111l1u11FIPt KEY PLAN ISSUIM POR T1 PERMIT-PH 9 08-14-00 IMO FOR 00.1111.1O1NkFPH 1 0731.00 ISSUED FOR IL PERMIT-PH 2 07-20-00 ISSUED FOR Ti PERMIT-PH 1 06 -26-00 REVISIONS ISSUE DATE. DRAWING TITLE: 000 OF EjU� FntP 'huF vF.F '( EXODUS nrrirwmeast FIRST FLOOR COMMUNICATION PLAN'. PROGRESS DATE: 07 28 - 00' DRAWN By WL /00 ' CHECKED BY SC .APPROVED OY: '.. F'1 E; I: \2000CAD0 \200154Ex0- 5E43 \154E71 PLO'. PROJECT NUMBER: 200154 (2) 4 "C UP TO SUB -NODE 345 (2) 4 "C UP 0 2ND FLOOR CLC. SPACE (2 "C UP T SOT -NODE 34 ) 4 "C ON. MANHOLE (2) 4'C t TO NODE "525 12137 :, HALLWAY I. I�UULO 3 \010.T4LXO- SLA3 \1o4LJO.OWG -' - Aug 14. 2000 -'- 14.11:21 -' -' Hy SUZANNLH SECOND FLOOR COMMUNICATION FLOOR SCALE: 1 "= 20' -0" SHEET NOTES O xxxx SABEY ARCHITECTURE EXP 09 -28 - CONSULTANTS 97 EAST BROKAW ROAD SUITE 300 108 -436 -8300 SAX J11SESALIEORNI 9,12 EA), 405 130 40MGONERY SDVEEt. SUlli 713. (13 -788 -6000 SAX FRANCISCO. CAUi0W1U 9{101. fAK:415 -]88 -6040 ISM FOR T1 F.ARFN 3 08-14-00 M ED FOR CONSTRUG1100.I 0731-00 ISSUED FOR Ti PERMIT, 2 07 -26-00 ISSUED FOR 'EL PEPMR -PH 1 06 -26-00 REVISIONS EXVD U P J Wig, bast "r_•• [1,1 (2) a"c DN L . ' TO I . I ' rig,I (4) o 3RD (TOP LAYER) 154,3.DWG Aug :4, 2000 14:13:00 " -- SUZANNEB ,1 I TO ATE 225 4)-4".0 ' t• 3RD — porrom iArER) — ±7 (4)-4"CR 3RD FLOOR CEILING SPAC H," ([ SPACE 1 L L 3c3I I , I . , _ 71 [..,77...[, , [ [ [ 2 LAYER OF ri 111 LA 1 1 L1 J. . 1 (3) 4"CONDUITS TO : SATELLLITE DISH ON ROOF I ,4------= =•---,_-:,:.-_-_----i _ _ _ _ . _ ___ ._, _ , _ :.2. , o „„, IL:;,,;[i',-=,,..4 : =:-.4 ' . :,--7, 1 [=[ [ I, 0 7 , , [ FI ,,,; 1. , iii ... ,.___. _ __ . . ... 0 .,- , .,.,,_ . [ ./...2 , ,.:, ,. •:,,....17--- v I . 1 '71 17 II [ 11,) SCALE: 1"=20 . 0 NCiOE 725 04 PI, 1 ,T,• FLOOR CEILING SPACE THIRD FLOOR COMMUNICATION FLOOR ZN3 4 - 1 - I 4 1, [NI 1 1J I , -- r , , Vo 29 I • -,-t t -±ju Li I (c) LA r (2) 40 ON. TO NODE 275 I (2) ec o 3RD FLOOR CEILING SPACE (LAP.) (4)-4"C 3RD FLOOR CEILING SPACE SHEET NOTES xxxx SAI3EY ARCHITECTURE 97 EA. BROKAW ROAD SUITE 300 408-436-8300 __SAiL.IDSF CAI IMPNIA CSIM8-436-151t SSUE0 FOR T1 'PERMIT•PH 3 0844-03 ISSUED FOR CONSIRUG110.1 I 07-31-00 ISSUED FOR PERMIT-PH 2 07-26-00 ISSUED FOR T1 PERMIT-PH 1 06-26-00 KEY PLAN DRAWING TITLE: EXODUS 11•111111111111=11=11 lyuleggree.east 11•11■1111111■11 THIRD FLOOR COMMUNICATION PLAN PROGRESS DATE 07-28-00 BLE. 2000CADD 200154EXO-SEA3V PLOT I , PROJECT NUMBER 200154 DRAWN BY WLAN CHECKED BY SC AHPROMED BY DRAWING NUMBER: E7.3