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Permit D10-057 - DIGITAL FOREST - TENANT IMPROVEMENT
DIGITAL FOREST 12101 TUKWILA INTERNATIONAL BL D10-057 Cityef Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT ParcelNo.: 0923049031 Permit Number: D10 -057 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Issue Date: 04/30/2010 Suite No: Permit Expires On: 10/27/2010 Tenant: Name: DIGITAL FOREST Address: 12101 TUKWILA INTERNATIONAL BL , TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: Contact Person: Name: KIP KOLODZIEJSKI Address: 1326 5 AV, STE 500 , SEATTLE WA 98101 Phone: 206 587 -7120 Contractor: Name: FRANCE CONSTRUCTION LLC Address: 11712 NE 107 PL , IURKLAND WA 98033 Phone: 425 - 802 -0962 Contractor License No: FRANCCL944CH Expiration Date: 02/08/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT: CHANGE (2) PARKING SPACES INTO A UPS ROOM (S2 TO B) IN AN EXISTING PARKING GARAGE AND REMOVE (4) PARKING SPACES AT THE EXTERIOR OF THE BUILDING TO PLACE AN EMERGENCY GENERATOR FOR TENANT USE. Value of Construction: $28,000.00 Fees Collected: $1,042.93 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -057 Printed: 04 -30 -2010 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /ivww.ci.tukwila.wa.us Permit Number: D10 -057 Issue Date: 04/30/2010 Permit Expires On: 10/27/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N jinc%*Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 1"// 30 / t O Print Name: lal/ LA) 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. doc: IBC -10/06 D10 -057 Printed: 04 -30 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS ParcelNo.: 0923049031 Permit Number: D10 -057 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 02/26/2010 Tenant: DIGITAL FOREST Issue Date: 04/30/2010 1: ** *BUILDING DEPARTMENT CONDPITONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *PLANNING DEPARTMENT CONDITION * ** 13: Plantings shall provide year -round screening for the generator. Per redlined changes to Sheet G.0.2, add 1 tall - growing evergreen shrub, such as Thuja Occidentalis (Emerald Green Arborvitae) or Arbutus Unedo in between each of the Carpinus Betulus Fastigiata (Hornbeam) trees. The Otto Luyken Laurels are removed from the planting plans per redlines. Once plantings are delivered on site, call Jaimie Reavis (206) 431 -3659 for an inspection of the proposed plant layout to ensure spacing will provide adequate screening. doc: Cond -10/06 D10 -057 Printed: 04 -30 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: Generator installation shall comply with NFPA 30, Chapter 22, NFPA 110, NFPA 111, NFPA 37, and manufacturers installation guidelines. 17: Tank installation shall comply with International Fire Code Section 3404.2.9, NFPA 30 and manufacturers installation guidelines. 18: Install bollards around the tank to protect from potential damage from vehicular impact. 19: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: 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. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. 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) 24: The battery/UPS room shall comply with International Fire Code Section 608. 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) (THE SPRINKLER DENSITY FOR THE BATTERY/UPS ROOM TO BE A MINIMUM EXTRA HAZARD GROUP 1.) 26: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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 #2050) 27: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 28: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator doc: Cond -10/06 D10 -057 Printed: 04 -30 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) (SMOKE DETECTION IS REQUIRED IN THE BATTERY/UPS ROOM.) 29: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 30: 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 #2051) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10-057 Printed: 04 -30 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. Signature: Print Name: / E L.' AJ �L Date: of law and ordinances governing other work or local laws regulating L1, doc: Cond -10/06 D10 -057 Printed: 04 -30 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION I King Co Assessor's Tax No.: 2.190 ► —61O1 Site Address: 1 2101 11414V4 1 t4 1 N T L Owp. Suite Number: 410 Floor: Tenant Name: t7 1 LV(-A d . 'Ed l?-P- t New Tenant: ❑ Yes tia..No Property Owners Name: ( Mailing Address: 1222ti T1Ak.lui L.A 11'.)-11,. T2L/ L7.1 'CIAV-W I.c-A. z W A `1St." Zip City State CONTACT PERSON — who do we contact when your permit is ready to be issued, Name: k4 ? V ENA:17zA S4.44 Mailing Address: 1321# S AWE t Su ITr..-Soo E -Mail Address: Day Telephone: CSC' .v • 1.1. 20 s tl VA 9t1t1 City State Zip Fax Number: �(• S • -112-2- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: 11112- 1\*' l 0-44'' Pl.dit t---17.444-4,4412 City lib33 �1 State Zip Day Telephone: �[ 2 ' . (t1,2- , O 42-9. (Or-JO . (406°F1 E -Mail Address: I .- i �! �'r -a�✓t co C[rtn.S�Y-ytC�'1An Fax Number: t•Ne1 Contractor Registration Number: FE'N C e..A PI C44 Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: .c. ,1A`-(40ej5 `tie-ai• fU Mailing Address: 12�� /ler , L t �� Contact Person: alp V-b1 -i E -Mail Address: ke-tpV-- -� vi c10 1 City State Zip Day Telephone: 20 (o - St-1 • i (Z-0 �5 ���•` �'t Fax Number: 9c' , SS-1. ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: V_A •.>Colt�% 1~'E-t2 -S - N 01a-rti V EST Mailing Address: 1 VNOcl.J4- Vets.) 466 F. iii 2,c ( It}' Day Telephone: Contact Person: P/N-UV' MltvC�k4-- E -Marl Address Okay J( �w∎.Fax Number: cuuo1, l -'009 dt - A>>lic:nion doc 11 Appfc I ,ns Forn Applicaiions On Line200n Application, I Res Led 1 -'bu9 bh State Zip 2-0(P. S2S Zap. S2Z. I vtc Patc 1 of6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ ltZb Existing Building Valuation: $ Scope of Work (please provide detailed information): ' r 1 MPP-Co V et1.A eit zrzr — CJt-jA.dV�p�c TKYD XICST- -1 tv Cos A•C c t t■SIT -) (A.F5 t2-voNA C s2 etli 'c5* LIN AN FX1c.�•Z1t.�Co � 1GIN °4' ? NCo 6T'ACE -s AT T ...)c. nom. 0V- 11-kV:- *gis2c.o. -11,1)(4&(,. 'F.M -c r4 cj( N )P- 'Fqz. Will there be new rack storage? ❑ Yes XNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 151 (1s1 +bLI, Compact: yr 44N Handicap: CO Will there be a change in use? ❑ Yes X No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes ' attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System -- For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11 -\Eplic.nions 1100,- npplic.iion -on 1 Revised. I -]009 bh x•2001 pplicwfnna. 1.3009 - PenniI Applicuiinn. 1 c Page 2 oil, } Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor Cr PP ) ' G y Y) t X1.150 4 0 0 A 1 A 8(4 c.c.e tsara tad Floor 3rd' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 151 (1s1 +bLI, Compact: yr 44N Handicap: CO Will there be a change in use? ❑ Yes X No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes ' attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System -- For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11 -\Eplic.nions 1100,- npplic.iion -on 1 Revised. I -]009 bh x•2001 pplicwfnna. 1.3009 - PenniI Applicuiinn. 1 c Page 2 oil, } PERMIT APPLICATION NOTES -- Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: ' (44p K-D ooZt9S (, 1. 12-40 + s4- f L 4--150 Mailing Address: Day Telephone: Sca,tfle Date: 21 LV 1-0 City We State 4 2310 ( Zip Date Application Accepted: „ f I t� Ib Date Application Expires: m j I f 1 0 I` Staff Initials: , / 11- Apphcdiinns Form:— \ppLc.mnns On 1 ine 21109 • \pplicaiions 1- 201)9. Pennil Application doc Re, iscJ 1 100W hh I'atic 6 of et City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049031 Permit Number: D10 -057 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 02/26/2010 Applicant: DIGITAL FOREST Issue Date: Receipt No.: R10 -00747 Payment Amount: $633.85 Initials: WER Payment Date: 04/30/2010 01:42 PM User ID: 1655 Balance: $0.00 Payee: DIGITAL FOREST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19194 633.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 629.35 640.237.114 4.50 Total: $633.85 P YME RECEIVE doc: Receipt -06 Printed: 04 -30 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049031 Permit Number: D10-057 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 02/26/2010 Applicant: DIGITAL FOREST Issue Date: Receipt No.: R10 -00345 Initials: User ID: Payee: JEM 1165 Payment Amount: $409.08 Payment Date: 02/26/2010 03:50 PM Balance: $633.85 DIGITAL.FOREST, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19055 409.08 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 409.08 Total: $409.08 PAYMENT RECEIVED doc: Receipt-06 Printed: 02 -26 -2010 t' • INSPECTION RECORD Retain a copy with permit INSPItTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 4/0- 65.-7 Project: .%- r...rAl Fd eA:s1." Type of Inspection:. ,X";" iv-IL Address: Date Called: /02 /al 72,//11 m4 ,A/-/,riv.h442,4 '9/ 24/ Special Instructions: . Date Wanted: rd'`rr Requester: Phone No: 0 4/35o5 -O / t?o( - x6,5 -0(7/ Approved per applicable codes. El Corrections required prior.to approval. i COMMENTS: aYyria4' ero 1 pie 1m4A i Date: • Prio�o next inspection. fee must b ECTION FEE REQUII D p be t 6300 Southcenter Blvd. Suite 100: Call to schedule reinspection: 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit bib -vs`-7 PERMIT NO. (206)431 -367 Project: 1D,','J7/ /157417S/' Type of Inspection: ` Szr ft/6j 4- /Am AvfI/'0 Ad ss: /2Iv/ 7 k4,lZ4 24/ l3 /dJ Date Called: -/ Special Instructions: Date Wanted: a.m. p.m. Requester: /0 21/10.1 —re k,-,e. Phone No: gApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Ins ector: a(vt P Date: le-1° 17C.)(0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: 4C 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit GA1 bx -057 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prn�ect: ,6/ 1 L I-0 /, 9-r Type of Inspection: /=/',.- 7n1/.v Address: Q / sD / 7—...z .3 Date Called:w A,.1 `g 0,,J- Special Instructions: Date Wanted: — 2 /— 10 Ci.rrl' p.m. Requester: ,S- Phone No: --9J'/Z (_,( S-Pl Approved per applicable codes. Corrections required prior to approval. COMMENTS: %5 `TU S ,S- --9J'/Z (_,( S-Pl --11„67T V r C (^ „,--rs 6/. ;-t- S v do n .. S-sr (4, t - Al) ,1100._ 0 k�^'`. �q t Y�tiL� -f 4 . d`ii -e (—of J•I V, 4 f Inspetor: \ /� ri $60.00 REINSPECTION FEE REQUIR paid at 6300 Southcenter Blvd., Suit Date: --1 _ C.- 1 - ( 0 D. Prior to inspection, fee must be 100. Call to schedule reinspection. Receipt No.: 'Date: matkeratanils- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit No-057 PERMIT NO. Project: J1ca ti- f1L i-6 2f4.-1 Type of Inspection: Lv{N.) DS0J1 t- ate try Yh o f t a t e d o /h zt / 7 i t / g A t 7 ea c Address: 32-1 S-TR AO OF /2 (.3 L_ Date Called: Special Instructions: Date Wanted: 7- 20-10 a. Requester: Phone No: SUS -Sti'U - 616`7 Approved per applicable codes. 01,Corrections required prior to approval. COMMENTS: gi11- eille (rrvwl a d Cf ✓� P ate try Yh o f t a t e d o /h zt / 7 i t / g A t 7 ea c ei (1617 L- /itryn/ '4J.r? -fro, -/U 56r:e0.147., rynvith rue'-' Inspector: 0' Date: 7/742 /Zolb ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: IA4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. bto- 057 CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ��� j0 t c_ 17 L \a P f , Type of I pection: 1-- ,- d-t--i,r.) Address: Date Called: Special Instructions: Date Wanted: 2 1—' O m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: spector Date: p 8.00 R- SPECTION FEE REQUIRED. 'rior o inspection. fee must be id a 300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receip No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Xik al -05-7 Project;1 ':.iii 1..- `( o . C - t (or'-C' fri - )'4 Type of Inspection: r.A . 6:1111 fte — Address: 12 ((9 I Ti-b Date Called: ,y• pp_A,Av-400r-bli in Sni 1 14 ?L O 1-)e (-II ! P..d( -- Special Instructions: �d e}006f tvn �+fJ ( A t .,;t..-, f l�GJA <e. � ' A -r1' c (1v3 S for dot or deal Date Wanted: 5-�� (0 p.m. Requester: Phone No: C72—OT62_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ':.iii 1..- `( o . C - t (or'-C' fri - )'4 w// . //qll VV . ? *eh' ii-e Alo /rd (Jai) 3 yam.. tr Aril 1,4,4 -et _....---- ,y• pp_A,Av-400r-bli in Sni 1 14 ?L O 1-)e (-II ! P..d( -- A Inspecor: Date:^ ._ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: - Date: .t. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D /a -O`'' 7 /0- s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: r okerr 45,4,1 Type of Inspection: Sprinklers: Address: Suite #: II/ 01 T ..1- 3. Contact Person: • Special Instructions: Phone No.: Pre- Fire: RApproved per applicable codes. nCorrections required prior to approval.:. COMMENTS: .Spiz /< 1i-1.1 pl.4 F1ti, 1 ok- Needs Shift Inspection: ; l I Sprinklers: Fire Alarm: Hrs.: Hood & Duct: Monitor: ( ,/. Pre- Fire: Permits: Occupancy Type: Inspector: • . ; l I I Date: -d - r o Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. 'Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION N INSPECTION RECORD Retain a copy with permit to -f _0Z(, /11 - -71 -- D/o —o' NUMBER PERMIT NUMBERS �- /0- C) CITY OF TUKWILA FIRE DEPARTMENT k East, Tukwila, Wa. 98188 206- 575 -4407 Project:' l } . 1 <I r0v'J Sprinklers: Type of Inspection: 1-:: L [-TA- l—r,41 i4e,6c,N<,,.I i";- le, ‘,{Ptk -tG Address: , V' r Suite #: r,lo( I„k �_ {4 0 Contact Person: Join SeIf6,� Special Instructions: Occupancy Type: Phone No.: `1a.,� -- '1'13- `j7-74 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: M L. o k.(-_ t. Ic(: -I- t-,. t tt 3 k. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: •`)- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY og.fprtot No. SABEY INTERGATE WEST Building C Tukwila, WA STRUCTURAL CALCULATIONS FOR DIGITAL FOREST GENERATOR ADDITION REVIEWED FOR CODE COMPLIANCE /► Aj T" ° ED APR 2 9 2010 City of Tukwila BUILDING DIVISION 2006 IBC ENW Project No. 09- 053000 E IED c1"Y orrVuKWILA FEB 26i'H PERMIT CENTER ® 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869.WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT Jp i G (, , ` � W DATE 2 - 3 - ' D. SUBJECT G rA • SHEET ) OF BY • pt 31 GeOgfAlot 0 0 0 1 n S1.1 S ITL Lv1 = T f J 21-1,02.s Gem EICA- - + ObTc /Ol ooD MOUSE 3, aoD FUEL IL-1 , 300 Ai 1) 59-Et. 300 S1) 62s ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #2.005, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT S J67 /i I 2Ik 7 .I, JJ \ DATE 2 -e26-01 SUBJECT L Y lj o f J \ ,- SHEET I OF BY p)c v►' Tom- L i z 51: SO: )0) S ) 5 ► z k . . . ` 7 x 12. = 3 s. Sb, 4-D kP s -E)AJF Io/ Kut I,1 x t200v `Z X q 2 32(1 -4 2000 Ok S MA) STrEL. e 121 C Ox. ENW PROJECT; • STRUCTURAL ENGINEERS CLIENT JOB NO. :'.; INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8 -2) The coefficient(ASCE Tab. 12.2.1) h = 1; w = 1 n= = 7 (IBC Tab.1604.5) Zip Code Ct= R= hn = 12.0 ft W = 1 k DATE: PAGE : DESIGN BY : REVIEW BY : DESIGN SUMMARY Total base shear V = 0.18 W, (SD) = 0.13 W, (ASD) = Seismic design category = Latitude: 47.495 (If no soil report, use D) Longitude: - 122.299 Ss = 150.109 %g , Sms = S1 = 51.809 %g , Sm1 = Sos = 1.001 g , 0 k, (SD) 0 k, (AS D) D 1.501 g , FB = 1.000 0.777 g , F, = 1.500 Sol = 0.518 9 k = 1.00 , (ASCE 128.3, pg 130) X = 0.75 , (ASCE Tab 12.8 -2) Ewxhk = 12 Ta = Ct (hn)x = 0.13 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor No. Name Height ft Height Weight hx Wx Wxhx k ft k Lateral force Cdf each level Cwx Fx Vx O. M. k k k -ft 1 Roof 12.0 1 12 1.000 0.2 12.00 Ground 0.0 0.2 2 Diaphragm force EF1 EW1 Fpx k k k 0.2 1 0 Property of Engineers Northwest, Inc., Seattle - ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Use by others unlawful Job number : Input = Job name : Shaded cells 1-1 • SHEET OF REV. 1: 4/6/07 REV. 2: 9/29/09 SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic-Force- Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss S1 = Tt. = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Al Special reinforced concrete shear walls BWS Y Y 12.00 ft. 1.51 0.51 16 D II 12.00 ft. 12.00 ft. 12.00 ft. Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.500 Sms = 1.510 Sml = 0.765 Sds = 1.007 Sd1 = 0.510 Seismic Design Category (SDC) = D To = 0.101 Ts = 0.506 Ct = 0.02 Period = T = 0.129 Sa = 1.007 R= 5 S2o = 2 Cd = 5 IE = 1 Detailing Reference Section = 14.2 Cs calc. = 0.201 Cs max. = 0.791 Cs min. = 0.010 Cs use = 0.201 Vu design = 0.201 V design = 0.141 Ev = = Bearing Wall System Section 15.1.1 - for.Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". roof high point (minimum parapet) roof low point (maximum parapet) W = Building weight (# or kips) Table 11.4-1 Table 11.4-2 Sms = FaSs Section 11.4.3 (Eq. 11.41) Sm1 = FvS1 Section 11.4.3 (Eq. 11.42) Sds = 2/3Sms Section 11.4.4 (Eq. 11.43) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4-4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.45)or (Eq.11.4 -6)or (Eq. 11.4-7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.83 & Eq. 12.8-4) Section 12.8.1.1 (Eq. 12.85 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) "W At strength level USD (Eq. 12.8 -1) "W Working ( 0.7"E ) ASD 0.201 *D = +4-.2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.201 Fpu min.= 0.201 Fpu max.= 0.403 Fpu design = 0.201 Fp design = 0.141 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) "wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD "wp ASD (0.7'USD) 2/26/2010 EQ. ASCE7- 05Seismic.xis Job number Job name ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful SHEET 5 OF Rev. 4 -16 -09 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = IP = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Input ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heat Mechanical and Electrical Components 1.0 Section 13.1.3 1 kips G input (R or G) 1.007 Automaticly Input from tab "IBC EQ." Output ap /Rp = 0.417 z/h = 0.0000 Fpu= 1.6 *Sds *Ip*Wp = 1.6112 Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.1678 Fpu= 0.3 *Sds *Ip*Wp = 0.3021 Equipment Lateral Load Anchorage force (WSD) Table 13.6 -1 at ground level *Wp Upper bound *Wp Calculated *Wp Lower bound Fpu design = 0.3021 *W (U.S.D.) Fp design = 0.2115 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.211 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD Toad combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenlon load applications In Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration Isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 2/26/2010 Elect.Mech.Components ASCE7- 05Seismic.xls Input= Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful SHEET ‘4 OF REV.1 12/2/09 REV.2 2/3/10 LATERAL LOADING FOR MECHANICAL UNITS Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7-05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: Table 13.6 -1 Category = Site Class (soil) = Ss = Ip = Equipment is mounted on Wind Speed = Exposure = Category = Is this a htrricane prone region? Kd= Wind Is The mechanical unit is MU Operating Weight = MU Height= MU Length = MU Width = Roof height above gourd level = Building Width = Seismic Output ME -1) Alrside HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other niTable 13.6 -1 Mechanical and Electrical Components D 23 ft 1.5 1.0 Section 13.1.3 Ground 85 mph B t NO 1.00 Norval to face Flexible 51000 Ibs 10.00 ft. 23.00 tit. 8.00 ft. 0.00 ft. 100.00 ft. TOP OF ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive it, GRADE F. = 1.00 Table 11.4 -1 She= SOS= apfi2p = zAh = Fpu= 1.6"Sre1"W = Fpo= 0.4"ap "Sos1pIRp"(1 +2z1h)Wp = Wind Output Comparison: 51000 Ibs (MAX.) MU 10 ft NOTE: Wind direction is Into, page 1.500 Sms =FaSs Section 11A.3 (Eq. 11.4-1) 1 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) 0.417 Table 13.6 -1 0.0000 at ground level 1.6000 "Wp Upper bound (Eq. 13.3-2) 0.1667 1Np Calculated (Eq. 13.3-1) Fpu 0.3 "S,91 •Wp = 0.3000 "Wp Lower band (Eq. 13.3-3) Fpu design = F, design = F, design = L= 1= = = (14)x= (114.t= Gr = G= f(10/.rGrG= At = Area Factor = F,,r=q:GCe4 = Fvaw = q,G = F= 0.3000 0.2100 10710 lb* [U.S.D.] (A.S.D.] Working ( 0.7 factor ) Total Force (A.S_D.] 5.00 0. (height at cadroid of MU) 1 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 18.50 1<z Sec. 6.5.10 (Eq.6-15) 0.70 Table 6-3 0.70 Table 6-3 12.96 psf Velocity pressure at height z above the grand 12.95 psf Velocity pressure at height h above the ground 1.428 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 24.05 psi ( Eq. 6.28 ) 24.03 psi ( Eq. 6-28 ) 230.0 sq.ft Projected area normal to the wind except where Cris specified for the actual surface area. 1 Section 6.5.15.1 5533 bs ( Eq. 6-28 ) 5528 bs ( Eq. 6-28 ) 5528 Ibs Total Force (A.S.D.] Fselsmic > Fwind .- Seismic Governs Lateral Design SEISMIC LOADS & REACTIONS / ..� T,� + 8ft. it IPA P /2� SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPLFT ft EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = MU Lateral - Basic hump= 5.00 ft. cam= O.00In. Iw = 8.00 ft. Mor= tom# T = C = 66941bs Tom, = T- 0.6(P0/2) = - 88061bs 1(teight of lateral load) (holddoan clearance) (length of bolddown) [ASD] [ASD] (ASO Combo: 0.60+0.7E) [ASD] WORKING [ASO] 0 Ibs 0 Ibs 5355 Ibs 27641bs No uplift occurs ULTIMATE [USD] 0 Ibs 0 Ibs 7487 Ibs 44221bs 2/26/2010 ASCE7-05 MU Lateral.xlsx FN'\\T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # / / ' PROJECT SOi € �! �) UV T A J! - W T DATE W SUBJECT 1 V �/ IJ S E� S Y( SHEET 7 OF BY D)C PivcHti� 10.7 V 2 '2 .�.. S$ „, I K471 K 43614 VLL 12 -> 2-7 Page 4 of 7 U - ESR -1355 TABLE 3- CARBON STEEL KWIK BOLT II ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL - WEIGHT CONCRETE (in pounds) t'2 ANCHOR DIAMETER (inch) ANCHOR DEPTH (Inches) Pa= 2,000 psi fo= 3,000 psi l',. 4,000 psi f,= 6,000 psi Tension Shear Tension Shear Tension Shear Tension Shear With Sp. Insp. Without Sp. Insp. With Sp. Insp. Without Sp. Insp. With Sp: Insp. Without Sp. Insp. With Sp. Insp. Without Sp. Insp. '/4 1'43 245 120 400 300 150 400 350 175 400 430 215 400 2 525 265 400 550 280 400 590 295 400 625 315 400 33/4 625 315 400 625 315 400 625 315 400 625 315 400 '/e 1'43 500 250 925 605 300 975 '710 355 1,025 800 400 1,025 2'/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 4'/4 1,190 595 1,100 1,235 615 1,100 1,285 640 1,100 1,450 725 1,100 '/2 2'/43 860 430 1,810 960 480 1,840 1,065 530 1,840 1,625 815 1,840 373 1,750 875 1,840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 6 1,950 975 1,840 2,165 1,080 1,840 2,375 1,190 1,840 2,265 1,315 1,840 64 23/43 1,425 710 2,875 1,685 845 2,875 1,950 975 2,875 2,500 1,250 2,875 4 2,180 1,125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,965 3,125 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 3/4 3'42 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 43/4 2,750 1,375 4,225 3,625 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5,925 2,965 4,225 1 4'4 2,930 1,465 6,625 3,650 1,825 7,125 4,375 2,190 7,625 4,360 2,180 8,625 6 3,990 1,995 8,625 5,310 2,655 8,625 6,625 3,315 8,625 7,875 3,940 8,625 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 8,625 10,000 5,000 8,625 For SI: 1 inch = 25.4 mm, 1 psi = 6.9 kPa, 1 Ibf. = 4.45 N. 'Table 2 describes spacing and edge distance requirements. 2Except as noted in footnote 3, allowable loads may be adjusted in accordance with Section 5.5 of this report due to wind or seismic loads. 'Only the long- threaded style KB II anchor installed at this embedment depth is permitted to be used to resist shear due to wind or seismic forces. Long threaded style KB 11 anchors have a'thread length greater than three bolt diameters. Powering Business Worldwide L112 CDPV Pam* Pk. Eaton Introduction and overview With an unprecedented level of power performance, reliability and energy savings, the state- of -the- art Eaton° 9395 UPS from the Powerware series, has raised the bar in three -phase power protection technology. As IT managers, facility managers and CIOs feel increasing pressure to achieve zero downtime, and to scale the data center to meet ever - changing requirements, the search for the most reliable and efficient power protection system has become even more critical. But that search is now over. For more than 40 years, Eaton has been dedicated to delivering the most technologically advanced products for our customers' mission - critical applications —a commitment exemplified by the new 9395. More than an innovative, cutting -edge UPS, it's a quantum leap in three -phase technology. The 9395 delivers a wide scope of superior customer - driven benefits unmatched by competitive UPS solutions, including: Leading sustainability • Highest efficiency ratings lower utility costs • Lowest total cost of ownership and lifecycle carbon footprint • Smallest footprint and weight • Lowest transportation and installation costs Stronger power performance • Lowest inputTHD enhances compatibility with upstream power systems • Lowest outputTHD • Optimum generator sizing • PFC power supply compatible The reliable solution When it comes to reliability, the 9395 leaves competitive UPSs in the dust. Providing high availability for your critical systems at all times, the 9395 was designed with numerous technological advancements that create an unprecedented level of reliability while emphasizing serviceability— lowering MTTR and enhancing availability. Double- conversion design offers the highest protection possible Unlike some other commercially available UPS technologies, the double- conversion design completely isolates output power from all input power anomalies and delivers 100 - percent conditioned, perfect sine -wave output — regulating both voltage and frequency. Even when presented with the most severe power disturbances, power output remains stable. Output voltage THD is held within two percent of nominal specification for linear loads, and within Highest reliability and availability • Powerware Hot Sync wireless paralleling • Superior battery management • Inherent redundancy • Scalable architecture adapts to increasing power requirements Robust manageability • Superior control and connectivity five percent for nonlinear loads— making the 9395 ideal for supporting equipment that is sensitive to a distorted voltage input. Additionally, the 9395 excels at supporting leading power factor loads, which are becoming more prevalent in new or updated data centers. The 9395 handles leading loads, down to 0.9 power factor without derating. Inherent redundancy option Surveys focused on efficiency in data centers reveal that UPSs are often under - loaded — frequently at less than 50 percent.To capitalize on this trend and create even greater reliability, you have the option to configure the 9395 with inherent redundancy.Traditional UPS manufacturers cannot deliver this additional availability without adding a more costly second UPS module. Key applications • Large data centers • Server farms • Telecommunication installations • Internet service providers • Transportation systems • Security operations • Broadcasting and entertainment • Process control equipment • Financial systems • Credit card operations • Healthcare • Industrial systems • Multiple medical imaging units Inherent redundancy option: When at or below 50% capacity, the 9395's uninterruptible power modules (UPMs) automatically act as N +1 redundant systems UPM #1 Eaton 9395 550 kVA www.eaton.com /powerware 1.800.356.5794 UPM #2 1 Powerware Hot Sync technology: The culmination of power reliability and systems availability In systems with multiple uninterruptible power modules (UPMs), the 9395 leverages the synchronization, load sharing and selective trip capabilities of Eaton's patented Powerware Hot Sync' technology. These capabilities are integral to the ultimate systems availability that is the primary requirement for any parallel UPS configuration. How does Eaton do it better? Powerware Hot Sync utilizes a peer to peer control architecture, as opposed to the ubiquitous master /slave controls found in competitive systems.This unique architecture eliminates the need for a single UPM to depend on any outside source for its control.The multiple UPMs simply monitor their own internal metering, and use simple mathematical computations to remain synchronized, share the load equally, and detect and isolate malfunctions.This wireless architecture, eliminates huge bundles of control wiring, hundreds of electrical connections, and removes the need for a failure -prone central control. Ultimate reliability in the implementation of parallel AC power systems has been proven over the past four decades to be a function of the following two key attributes: System autonomy and simple instrumentation. The Hot Sync system functions automatically without any dependence on centralized, external control. Furthermore, because Powerware Hot Sync systems do not require extra circuitry or added complex wiring in order to function in parallel, these designs significantly enhance reliability over other parallel systems that utilize elaborate sync control loop wiring, load share error loop wiring, selective trip detection loops, mechanical relays, multiple specialized PC boards, extra EMI isolation and specialized firmware.The failure of any of these complex controls results in an unstable system. Hot Sync eliminates this complexity, enhancing reliability. Key design features of Hot Sync systems • No system -level single point of failure • Paralleled UPMs operate completely independently. One module cannot affect or interfere with the others — no domino effect scenario • No added circuitry is required for parallel operation. Any standard UPS can be used in a parallel system without modification • This patented and proven technology, has been successfully deployed in thousands of systems around the world. Sync Control technology Sync Control ensures that the output of two (or more) separate UPSs (single modules or parallel systems) remain in phase with one another so static transfer switches connected between the separate distribution paths may change state seamlessly when necessary. 2 EATON CORPORATION Eaton 9395 UPS Static Auto Tie The Static Auto Tie (SAT) system enhances reliability even further so full load transfers can be made autonomously.The SAT system adds a single wrap- around static switch to the tie breaker in the Hot -Tie system, then adds intelligent controls so a power protection system made up of two or more separate UPS systems can automatically transfer entire loads in the event of failure of one side of an A/B distribution system.This eliminates the need for numerous downstream static switches and costly wiring. In the SAT configuration displayed in the diagram below, there is a static auto tie circuit between the outputs of the two UPS modules that automatically transfers the loads from one to the other as necessary.This less complex, dual -path architecture streamlines the distribution system to eliminate series switching elements and reduce the potential downtime of single power cord loads by up to 50 percent. As a result, the SAT architecture offers a number of benefits, including: • Reduced capital expenses and installation costs • Eliminates need for traditional downstream static transfer switches • Increased system reliability and efficiency • Decreased maintenance requirements • Reduced raised floor space requirements Fully Deployed Static Auto Tie Configuration ATS UPS (°osis PDU PDU 00 STATIC AUTO TIE ySin�jlbetFowv;� Cyor'ii�oeds tSngle f'owgCord l'as Batteries: The heart of every UPS When a utility power outage causes a UPS to switch to battery power, it is imperative that those batteries are healthy, charged and up to the task. Improper battery management is the number one cause of downtime. Many UPS batteries on the market today are constantly trickle- charged —a process that degrades the battery's internal chemical composition over time, reducing potential battery service life by as much as 50 percent.To address this, the 9395 uses a sensing circuit and an innovative three -stage charging technique to significantly extend battery service life and optimize recharge time. In addition, temperature- compensated charging monitors temperature changes, and adjusts the rate of charge to prolong battery life. Monitor batteries for optimum readiness Advances in firmware and digital technology enable the 9395 to offer sophisticated battery monitoring and management features that you might expect to find only on expensive add -on systems, including: • Battery runtime remaining monitor uses system loading and trended battery discharge data plus internal sensing points for voltage and current data to calculate runtime remaining • Battery circuit test performs a periodic full -load test of the battery string to ensure that there are no open circuits or weak cells that would jeopardize battery performance and system availability In addition to these integrated monitoring features, we offer one year of secure, remote monitoring to provide 7x24 real - time monitoring of more than 100 UPS and battery alarms with eNotify.This real -time information is critical in helping you make management decisions, from scheduling preventive maintenance to determining the best way to reduce loads during an outage. By ensuring optimal battery health and availability, battery monitoring features raise the reliability of the Eaton 9395 beyond any other UPS in its class. 1. Refer to the Eaton Electrical Inc. limited Factory Warranty for Powerware series three -phase UPS products for specifications, limitations, and terms. Service and support specifications may vary by country. Service and support enhance performance Eaton recognizes that superior power reliability requires flawless execution from its services team. Every 9395 includes an on -site startup from a factory- trained field technician to insure proper installation, operation, and customer training. In addition, we include a full year of on -site 7x24 parts and labor warranty and service protection plan coverage at no extra charge. Finally, our experts will remotely diagnose, trend, and proactively spot problems and expedite field technicians with appropriate parts when required during the first year with our advanced eNotify Remote Monitoring Service. Included at no extra charge with every 9395: • 7x24x365 startup service and customer training • One -year limited factory warranty' • Service protection plan 7x24 coverage, eight -hour response (upgrade to four- or two -hour where available), parts and labor, unlimited on -site emergency response support • eNotify Remote Monitoring Service: 7x24 critical alarm notification and monthly reports on UPS and battery health • 7x24 technical support access In addition to the warranty and first year of on -site coverage, Eaton offers a wide variety of support agreements for continued preventive and emergency response maintenance. PowerTrust Service Plans include: • UPS and battery scheduled preventive maintenance • Parts and labor coverage for electronics and /or batteries • Factory- trained technicians with genuine Eaton parts and diagnostic tools • eNotify Remote Monitoring Service • Available coverage: 7x24, eight/four /two -hour response, or 8x5 next business day response • 7x24 technical support access www.eaton.com /powerware 1.800.356.5794 3 eNotify Remote Monitoring Service All PowerTrust Service Plans include Eaton's eNotify Remote Monitoring Service, enabling Eaton service technicians to remotely monitor your UPS and batteries using one -way e- mails. With tech- nical experts available to respond immediately and resolve many issues remotely, eNotify features 7x24 real -time monitoring of 100+ UPS and battery alarms. The eNotify service provides you with monthly reports detailing the ongoing health of your 9395 UPS.The Customer Monitoring Report delivers information on your unit's voltages, loads, and external factors such as temperature and humidity. Additionally, the report provides information about the attached batteries and system avail- ability. All of these factors contribute to the Relative Health Index (RHI) score that allows you to compare your unit's health to Eaton's optimum operating levels. Proactive monitoring is also included. Upon receipt of both status and event e- mails, anomalies are checked for incoming parametric or event data logs. If an anomaly is detected, Eaton analysts further study the data for possible impending failures and take appropriate action.The following critical alarms are provided by eNotify: • UPS output power will turn off after the configured delay period • Low battery alarm present • UPS hardware fault detected • UPS battery completely discharged • UPS inverter fault detected • UPS internally bypassed • UPS output has been turned off • UPS shutdown imminent alarm condition exists • The failure of one or more fuses has been detected • A relay, contactor, or breaker has failed The eNotify Remote Monitoring Service provides confidence that Eaton is continually watching your 9395 and will combine its techni- cal resources and field technicians as needed to quickly respond to critical alarms. 4 The innovative design of the Eaton 9395 delivers the industry's best performance combination of high efficiency, low input current distortion and high power factor. EATON CORPORATION Eaton 9395 UPS Sent via email to as many as six site contacts, the eNotify monthly Customer Monitoring Report provides a summary of the top 10 performance and environmental parameters, battery events, availability percentage, and comparative status against recommended specification. Unmatched green power performance The innovative design of the 9395 delivers the industry's best perfor- mance combination of high efficiency, low input current distortion and high power factor.The 9395 operates at greater than 94 percent efficiency, reducing utility costs and extending battery runtimes. Higher system efficiency also results in cooler operating conditions, which reduces facility air conditioning cost, extends the life of UPS components, and increases overall reliability, availability, and per- formance. A new input circuit design within the 9395 keeps input currentTHD low and input power factor near unity without com- promising overall efficiency. As a result, the UPS allows maximum transfer of power between the power source and the protected load and is exceptionally compatible with multiple power sources, espe- cially auxiliary generators. On the output side, the ultra high -speed switching pulse width modulation (PWM) inverter enables the 9395 to provide its full rated power capability to the load whether the load power factor is 0.9 lagging, unity, or 0.9 leading. The use of sustainable materials and highly efficient manufacturing technology results in dramatic savings in carbon footprint versus similar UPS products. *Am ", t; UPS Monitor .,BuimN+y for SO4 EY07tCAA.04.�43ii p Ganlratad woo For Paled woo= Cnu4mlr ratr.wrp..R,. Rayon MOW an2342xt4a575, Localm aemP Pont nut LION Rumba w492So•eW80 Irpul Vans NIA Unit Sldal Numa•• xxxxx00010 Aaarro•s Ne.e•h...ee..O.Nm.a...as a.e..e..xn uam.eop P ltra m .•xz.oO•. eou M .Y.Na.. Paws aO ma o.eeaP.aeb on 99690 Mn N. tre.p. 419 /,..KeiP.04Frietei- , Akaaement a j x Unitis "` }'` s<awsayr Input VoRapa am ore VAC ter. 1 v +i_ -,.;, an • Rlputklwancy 50• 01 Hera Ril 40 putout Van* 4.4 ma VAC F", sue* fi ti 41117 Load Phan A vo 10o Percyd AI VWRime mo $1p Porcant Sx Load Phase C o e xa Paced P1 Sent via email to as many as six site contacts, the eNotify monthly Customer Monitoring Report provides a summary of the top 10 performance and environmental parameters, battery events, availability percentage, and comparative status against recommended specification. Unmatched green power performance The innovative design of the 9395 delivers the industry's best perfor- mance combination of high efficiency, low input current distortion and high power factor.The 9395 operates at greater than 94 percent efficiency, reducing utility costs and extending battery runtimes. Higher system efficiency also results in cooler operating conditions, which reduces facility air conditioning cost, extends the life of UPS components, and increases overall reliability, availability, and per- formance. A new input circuit design within the 9395 keeps input currentTHD low and input power factor near unity without com- promising overall efficiency. As a result, the UPS allows maximum transfer of power between the power source and the protected load and is exceptionally compatible with multiple power sources, espe- cially auxiliary generators. On the output side, the ultra high -speed switching pulse width modulation (PWM) inverter enables the 9395 to provide its full rated power capability to the load whether the load power factor is 0.9 lagging, unity, or 0.9 leading. The use of sustainable materials and highly efficient manufacturing technology results in dramatic savings in carbon footprint versus similar UPS products. Measuring power performance: Efficiency, power factor, and THD Power performance, which is measured by system efficiency, output power factor, andTHD, is the foun- dation of the Eaton 9395. It is the UPS's robust combination of these three elements that make it stand out as the premier UPS in its class.The table below demonstrates how the 9395 in ESM compares to competitive UPS models. Most manufacturers must use input filters, which lower their efficiency rating. The 9395, on the other hand, does not require input filters to obtain excellent inputTHD. As an example, a large data center (2.2 MVA) would realize the following savings by using a 9395 in Energy Saver Mode (ESM) compared to traditional N +1 systems: • Additional energy savings: 2917 MW hours • Additional carbon savings: 2523 tons • Annual cost savings: $315,708 EATON 9395 (WITH ESM) ANNUAL POWER SAVINGS VS.THE COMPETITION Model kVA rating Full load Half load power savings Cooling power savings annual power savings at half load Total savings at half load (power and cooling) Eaton 9395 1100 vs. Competitor A 1000 $66,300 $35,700 $23,800 $59,500 vs. Competitor B 1000 $20,400 $15,300 $10,200 $25,500 costs calculated at industry average of 5.10 per KWH EATON 9395 POWER DENSITY VS.THE COMPETITION (N+2 SYSTEM) Model kVA rating KW per sq. foot Annual space cost savings (at 51000 per sq. foot) Eaton 9395 1100 25.5 vs. Competitor A 1000 16.6 $15,000 vs. Competitor B 1000 16.9 $20,000 The importance of system efficiency To demonstrate the importance of total system efficiency in relation to load level, the graph below shows how efficiency generally dips as load level decreases. In general, manufacturers list an optimal efficiency rating at full load. In reality, however, most three -phase UPSs operate in the range of 30 -50% load. As a result, it is extreme- ly important to evaluate the efficiency of a UPS at lighter loads as this graph depicts. 96.00 94.00% 92.00% 90.00% 88.00% 86.00% 84.00% 82.00% 80.00% Efficiency vs. Load ?ypicel O,paFadaif 25% 50% 75% 100% % Load Eaton 9395 Traditional UPS Easy Capacity testing The 9395 has the unique ability test its entire power train under full load stress without the requirement of an external load. With no load connected, the 9395 is able to test all of its power handling compo- nents, including the rectifier, inverter, contactors, fuses, power bus- ses, cabling, batteries, bypass (static switch), magnetics, and filter capacitors.The net result of this innovative load test is that there are no load banks to rent, no temporary load connections to make, and no wasted energy. Furthermore, the 9395 has the ability to test the upstream bypass input breaker (BIB), the rectifier input breaker (RIB), and all of the electrical cables between them.This load test feature can take the place of most traditional load bank tests to save you time and money during startup and commissioning. Eaton field technicians are trained to use this load testing capabil- ity during a startup service to ensure optimum calibration and, maximum efficiency, and inherent redundancy. As a result, they can produce a report that verifies these tests and overall performance of the UPS. All preventive maintenance visits included with PowerTrust Service Plans for the 9395 include this unique load testing feature to ensure that the UPS is operating optimally. It also validates the per- formance of an installed UPS and can simulate various operations and power transfers. www.eaton.com /powerware 1.800.356.5794 5 Scalable, redundant architecture meets current and future requirements The 9395 combines the reli- ability and redundancy of a multi - module UPS into an inte- grated, pre -wired solution. With a unique, flexible design that provides scalability, the UPS can adapt to future changes in load demands and new requirements for higher reliability without requiring the purchase of an additional UPS. For example, the 9395 UPS enables you to add a 275 kVA UPM in the field for N +1 redundancy or capacity. System Bypass Module: unparal- leled flexibility for your parallel UPS system Four decades of experience in paralleling large UPS systems is incorporated in this newest System Bypass Module (SBM) from Eaton. For use with multi - module paralleled 9395 sys- tems, the switchgear enclosure encompasses a centralized static switch. It is orderable with either momentary or continuous duty rating, along with system -level circuit breakers for bypass, UPS system output, feedback protec- tion and maintenance, or "wrap- around" bypass functions. Four ratings are available as stan- Concurrent maintenance: Higher availability With 9395 redundant models, Eaton field technicians can completely isolate and service a redundant module while the other module carries the load — without going to bypass for service. The 9395 also features a completely front - accessible design and can be installed against walls or back to back in multi - module configuration. This service - friendly design enhances maximum uptime and availability. 275 kVA UPM 825 kVA ISBM 275 kVA UPM 275 kVA UPM 275 kVA UPM 1 1 I t �1 dard: 1200A, 2000A, 3000A and 4000A.This customizable cabi- net features a 10 inch color LCD screen to display status for up to 32 of the UPM modules, and provides an intuitive user opera- tion interface. The touch sensitive SBM display shows a graphical view of the entire system one -line diagram, with intuitive controls and quick access to key information like battery time remaining, event/ alarm history, system metering for kW and kVA, voltage, current, frequency, power factor and phase balance.The SBM also provides terminal connections for system -level building alarm inputs and relay outputs.To enhance flexibility, the system Ease of installation Traditional multi - module instal- lations require up to three times the footprint for power modules and tie cabinets. In contrast, the 9395 is a completely integrated large system that incorporates multiple power modules and system switchgear on factory pre -wired bases. Since every- thing is pre- wired, cabling costs and installation time are signifi- cantly reduced. 6 EATON CORPORATION Eaton 9395 UPS Eaton 9395 825 kVA controls /monitoring section may also be deployed in custom or third party switchgear, to ensure that the most reliable monitor- ing and user - friendly controls are included with alternative power circuit components. The Eaton SBM incorporates the following hallmarks of Powerware Hot Sync paralleling technology, which has defined Eaton's most mission - critical UPS configurations for decades: • Multiple UPS synchronization and load sharing accomplished without depen- dence inter - module wiring networks. • Peer -to peer architecture which operates the parallel system Service this module without the need for master load share or master synchro- nization controls.The system operates with NO centralized control circuit. • Control Area Network (CAN) bus architecture to ensure pre- cise load sharing <3% at full system load. • Designed with no single point failure in powertrain or control. Eaton 10 inch LCD SBM screen Eaton 9395 550 kVA ...While this module carries the Toad 825 kVA N +1: Eaton 9395 vs. Competitor Competitor Solution 125 sq. ft. 19,215 lb system weight* Extensive site wiring *Excluding batteries AC Input AC Bypass Eaton 9395 Solution 39 sq. ft. 6,365 lb system weight* Minimal site wiring *Excluding batteries Greatly reduced footprint The 9395 UPS offers the small- est footprint and lowest weight of any UPS in its class -50 to 60 percent less than competi- tive units. In fact, the 9395 fits a redundant design into the same footprint as a traditional, non - redundant UPS.The 9395's smaller footprint not only reduc- es your total cost of ownership, but also provides a UPS that is approximately half the weight of legacy and competitive systems. As a result, freight costs are much lower and the smaller size and weight of the UPS make it much easier to handle. In fact, the 9395 fits easily through all doors and can be transported on freight elevators. Unlike some larger and heavier systems, there is no need to dismantle it to fit it on elevators or through doorways, which can cause significant delays and increase costs. AC Input AC Bypass Minimized cabling requirements and expense In an integrated system such as the 9395, multi - module systems arrive pre -wired with no need to perform costly and time - consuming inter -unit cabling for power and communications between modules and the sys- tem bypass unit. Considering the increasing cost for raw materials such as copper, this savings can be significant. Cabling enters the 9395 UPS from either the top or bottom of the cabinet to provide easier and more flexible installation. Reliable Eaton components The 9395 leverages reliable and proven electrical components manufactured by Eaton such as Cutler - Hammer circuit breakers and contactors. www.eaton.com /powerware 1.800.356.5794 7 • Eaton's total PowerChain Management solution Eaton views your power system as a strategic asset —an approach we call PowerChain Management°. Eaton's PowerChain Management solutions can help transform complicated power systems into a single, integrated system easily visible and manageable as a strategic business asset, providing a significant competitive advantage. If your company is like most, its power system was built over time. As the organization's needs changed, additional equipment was likely piece - mealed into the system, with a circuit breaker added here and a transformer replaced there.The result can be a power system that is a complicated mixture of old and new equipment from several different manufacturers. Because there is no common means of communicating across this varied equipment, gathering data across the enterprise can be quite challenging. Enhance your business visibility to see the entire picture The complexity of gathering data among various devices makes it difficult to get a clear picture of what's happening inside your power system, which decreases your ability to manage your power system effectively. Consequently, business results suffer, because your enterprise depends on its power system. Eaton's Power XperrArchitecture, the backbone of our PowerChain Management solutions, enables you to monitor much more than your 9395 UPS; it transforms your power system into an integrated, agile system that delivers real competitive advantages. With the software and hardware components of Power Xpert Architecture, you can monitor, control, and manage your complete power system effectively and efficiently, including POUs, batteries and other critical equipment. Using a simple, Web -based interface, the varied elements of your power system are integrated into a single view, with the ability to easily monitor the availability and reliability of electrical power, lower energy costs, extend equipment life, and more. 8 Optimize your power system PowerChain Management can also help you manage your power system for peak performance by integrating and optimizing your power assets and ensuring that they align with your business goals. Once your power system is linked to an Ethernet network via the Power Xpert Architecture, you can connect to and share information with a variety of applications, such as the building management system monitoring your HVAC equipment, or your enterprise accounting system. Power Xpert Architecture's open standards and scalable approach make it easy for your power system to grow and adapt to a rapidly changing environment. ower Xpert Softwar kiitch:: Eaton delivers a new level of confidence The culmination of 40 years of R &D excellence, the new Eaton 9395 UPS delivers the utmost in confidence — confidence that your organization's critical systems are protected by the most reliable, efficient, and full- featured protection solution available. Eaton will be there with you long term, with premium warranty coverage and expert technical support. To find out more about the 9395 UPS, visit our Web site at www.powerware.com /9395 or contact us at 1.800.356.5794. The ConnectUPS -X Web /SNMP Card allows you to connect your 9395 directly to the Ethernet network and the Internet. This unique solution allows you to conveniently monitor and manage your UPS with a standard Web browserThe ConnectUPS Card is also used to take advantage of Eaton's 7x24 eNotify Remote Monitoring Service. EATON CORPORATION Eaton 9395 UPS Core components All compo- nents for redundant. multi - module UPS are included UPM for redundancy or capacity Integrated System Bypass Module (ISBM) 225 or 275 kVA Unintenuptible Power Module (UPM) A closer look inside the Eaton 9395 X -Slot" Communications (4 slots) ConnectUPS -X Web /SNMP Card 8 -line Backlit LCD AC Input and Output Connections Input Circuit Breaker Option Top or Bottom Entry Static Bypass (continuous duty) Base with Inter-unit Cabling Eaton 9395 825 kVA N +1 or 1100 kVA capacity ISBM Section UPM Section Eaton 9395 550 kVA Double- conversion topology converter/ inverter section Redundant Power Supplies Redundant Fans Input and Output Contactors UPM easy service disconnect www.eaton.com /powerware 1.800.356.5794 9 Technical specifications2 TIPS rating (0.9 power factor) kVA kW 225 275 450 500 550 650 202 250 405 450 500 585 750 825 1000 1100 675 750 900 1000 General characteristics Efficiency >94% Parallel capability 4 distributed, 32 with SBM Max modules per size Audible noise Up to 3 modules, 550 kVA, up to 4 modules, 825/1100 kVA <76dBA 0 1 meter Altitude (max) 2000m at 40 °C (104 °F) N +1 redundancy capable Yes Field upgradeable Yes, 275 kVA increments System bypass module Included Input characteristics Voltage 480V standard; 208V and 600V with isolation transformer options Voltage range +10% / -15% Frequency range 45 -65 Hz Power factor 0.99 (minimum) Input current distortion <3.5% (no input filter required) Soft start capability Yes Internal backfeed protection Yes Output characteristics Voltage 480V standard; and 600V with isolation transformer option Regulation +1% Inverter PWM with IGBT switching Voltage THD <2% (100% linear load); <5% (non- linear load) Load power factor range Up to a .9 power factor leading without derating Battery Battery types Battery voltage VRLA, AGM, Gel, Wet Cell 480V Temperature compensation Optional Charging method ABM technology or Float, Selectable Dimensions and weights 225 kVA, 275 kVA 52.4 "w x 32.7 "d x 73.6 "h 1786 Ib 225 kVA redundant, 275 kVA redundant 73.7 "w x 32.7 "d x 73.6 "h 2875 Ib 450, 500, 550 kVA 73.7 "w x 32.7 "d x 73.6 "h 2977 Ib 450, 550 kVA redundant 95.4 "w x 32.7"d x 73.6 "h 4153 Ib Field upgrade module, 30 "w x 32.7 "d x 73.6 "h 1176 Ib 225 or 275 kVA 650, 750, 825 kVA 140.9 "w x 32.7'd x 73.7"h 5065 Ib 650, 750, 825 kVA +1 redundant 170.2'w x 32.7'd x 73.7"h 6365 Ib 1000, 1100 kVA 170.2 "w x 32.7'd x 73.7'h 6525 Ib UNITED STATES 8609 Six Forks Road Raleigh, NC 27615 U.S.A. Toll Free: 1.800.356.5794 or 919.872.3020 www.powerware.com/9395 Powering Business Worldwide CANADA Ontario: 416.798.0112 Toll free: 1.800.461.9166 LATIN AMERICA Argentina: 54.11.4124.4000 Brazil: 55.11.3616.8500 Mexico: 52.55.9000.5 252 Portugal: 55.11.3616.8500 General characteristics Control panel (LCD) Battery startup 8 lines x 40 characters Standard Frequency conversion Standard Multi- language Standard Building alarm inputs Options 5 (galvanic isolated) External maintenance bypass Powerware PDU, RPP, and STS External input isolation transformer External output transformer Maintenance bypass module, matching cabinet, 2/3/4 breaker DC disconnects 65 or 100 kAIC input breakers Certifications Safety EMC UL1778, cUL IEC 62040 -2, EN50091 Class A (restricted access) eNotify remote monitoring 7x24 remote monitoring of UPS and battery alarms, daily heartbeat check and monthly report. eNotify requires the ConnectUPS -X Web /SNMP Card and Environmental Monitoring Probe. Communications Software compatibility: Power Xpert Communications cards: Four communication bays standard. The following connectivity options can be installed at any time: - ConnectUPS-X Web /SNMP Card (included) - ModBus RTU card AS /400 Relay card - Industrial Relay card - Powerware HotSync CAN Bridge card - Environmental Monitoring Probe (included) - Modem card Remote inputs /outputs: Five building alarm inputs and one summary alarm contact (5A ® 120V) standard Remote monitor panel: Eight backlit status indicator lamps plus an audible horn 2. D. to continuing improvements, .p.dreahon. .r. subj. to ch.nge without rout.. EUROPE/MIDDLE EAST /AFRICA Denmark: 45.3686.7910 Finland: 358.94.52.661 France: 33.1.6012.7400 Germany: 49.0.7841.604.0 Italy: 39.02.66.04.05.40 Norway: 47.23.03.65.50 Sweden: 46.8.598.940.00 United Kingdom: 44.1753.608.700 fuA 044 PowerChain Management' ASIA PACIFIC Australia: 61.2.9693.9366 New Zealand: 64.0.3.343.3314 China: 86.21.6361.5 599 HK/Korea/Taiwan: 852.2745.6682 India: 91.11.2649.9414 to 18 Singapore /SEA: 65.6825.1668 Eaton, Powerware, PowerChain Management, Power Xpert, Powerware, Hot Sync, ABM, and X -Slot are trade names, trademarks, and /or service marks of Eaton Corporation and its subsidiaries or affiliates. O 2008 Eaton Corporation All Rights Reserved Printed in USA 9395FXA October 2008 ®ti © I Powerware Gassing Rates for Powerware Batteries attery Type ; , ;a p :ham , W: Gassing''Rate. @ °2 4 V /CeII (ft3 %hour). PWHR1234W2FR 0.0004019 PWHR12120W3FR 0.0014614 PWHR12150W4FR 0.0018268 PWHR1220W4FR 0.0024357 PWHR12280W4FR 0.0034100 PWHR12330W4FR 0.0040189 PWHR12390W4FR 0.0047496 PWHR12500W4FR 0.0060893 This document summarizes data published by battery OEMs and is for comparison purposes only. Eaton is not responsible for claims made by battery OEMs. Rev. 04/06 Page 1 of 1 3 -17 -10 UPS Safety Design for Digital Forest 608.7.2 Cabinet Signage: Likely missing the Data that's on the MSDS. In the past having the MSDS clear covered and put on the inside door and also have a clear covered copy on the outside meets the FM's need. Likely this will really give them everything they want as the Voltage and things are already listed inside the cabinet. 608.2 (Including 608.2.2): All VRLA battery designs meet this requirement. It's a standard item in the design. The IEC 896 -2 has stronger requirements than the code generally requires. The IEC item is listed on the battery data sheet and it also make note of UL924 and the material is designed around the UL 94 HB & UL94 -VO design needs. 608.3 Thermal Runaway: 1) The battery management system shall automatically test the battery string(s) to ensure that the battery is capable of providing greater that 80% of it's rated capacity. Testing the batteries shall not jeopardize the operation of the critical load. Upon detection of the battery string(s) not capable of providing 80 %, the UPS system will alarm that the battery needs attention /replacement. The battery test shall be able to detect the following: • Open battery string • Shorted battery string • Battery capacity (runtime) less than 80% of "new" battery capacity 2) A temperature sensor shall monitor the ambient temperature. If the ambient temperature increases, the UPS system charger shall automatically reduce the charging voltage to a level recommended by the battery manufacturer. If the ambient temperature is decreased the UPS shall automatically increase the battery charge voltage to that recommended by the battery manufacturer. 3) DC sensing: Redundant DC voltage sensing methods shall be incorporated for providing battery over - voltage protection. 608.5.2 Recombinant battery Neutralization: A E39 battery has 1.205 gal of Electrolyte per battery. That is .20083 gal per Cell. A method can be having a spill kit on -site that can handle the 3% amount of the Cell (.006025 gal) or 3% of the battery (.03615 gal.). The cabinet being a closed item and not an open rack sometimes allows for the user to have a stand alone kit with dry type neutralizer and a spray bottle of wet neutralizer on -site for this item.. e ' Digital Forest Generator & UPS Room burgess design I interiors Q architecture FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 9 2010 City of Tukwila BUILDING DIVISION CINOFYUI(1MLA FEB 2 6 2010 PERMIT CENTER 10-051 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net L Generator burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesiggn.net Power Generation Diesel Generator Set Model DFED 60 Hz 500 kW, 625 kVA Standby 455 kW, 569 kVA Prime Description The Cummins Power Generation DF -series commercial generator set is a fully integrated power generation system providing optimum performance, reliability, and versatility for stationary standby or prime power applications. A primary feature of the DF GenSet is strong motor - starting capability and fast recovery from transient load changes. The torque- matched system includes a heavy -duty Cummins 4- cycle diesel engine, an AC altemator with high motor - starting kVA capacity, and an electronic voltage regulator with three - phase sensing for precise regulation under steady -state or transient loads. The DF GenSet accepts 100% of the nameplate standby rating in one step, in compliance with NFPA 110 requirements. The standard PowerCommand® digital electronic control is an integrated system that combines engine and altemator controls for high reliability and optimum GenSet performance. Optional weather - protective enclosures and coolant heaters improve starting in extreme operating conditions. A wide range of options, accessories, and services are available, allowing configuration to your specific power generation needs. Every production unit is factory tested at rated load and power factor. This testing includes demonstration of rated power and single -step rated load pickup. Cummins Power Generation manufacturing facilities are registered to IS09001 quality standards emphasizing our commitment to high quality in the design, manufacture, and support of our products. The generator set is CSA certified and is available as UL 2200 Listed. The PowerCommand control is UL 508 Listed. All Cummins Power Generation systems are backed by a comprehensive warranty program and supported by a worldwide network of 170 distributors and service branches to assist you with warranty, service, parts, and planned maintenance support. © 2005 Cummins Power Generation Features UL Listed Generator Set - The complete generator set assembly is available Listed to UL 2200. Cummins Heavy -Duty Engine - Rugged 4 -cycle industrial diesel engine delivers reliable power, low emissions, and fast response to load changes. Altemator - Several alternator sizes offer selectable motor - starting capability with low reactance 2/3 pitch windings, low waveform distortion with non - linear loads, fault- clearing short- circuit capability, and class H insulation. The altemator electrical insulation system is UL1446 Recognized. Permanent Magnet Generator (PMG) - Offers enhanced motor starting and fault- clearing short circuit capability. Control System - The PowerCommand electronic control is standard equipment and provides total genset system integration, including automatic remote starting/stopping, precise frequency and voltage regulation, alarm and status message display, AmpSentryTM protection, output metering, auto-shutdown at fault detection, and NFPA 110 compliance. PowerCommand control is Listed to UL508. Cooling System - Provides reliable running at the rated power level, at up to 50 °C ambient temperature. Structural Steel Skid Base - Robust skid base supports the engine, altemator, and radiator. E -Coat Finish - Dual electro- deposition paint system provides high resistance to scratching, corrosion, and fading. Enclosures Optional weather - protective enclosures are available. Certifications - Generator sets are designed, manufactured, tested, and certified to relevant UL, NFPA, ISO, IEC, and CSA standards. Warranty and Service - Backed by a comprehensive warranty and worldwide distributor network. Specifications subject to change without notice S -1237g (8/05) • Generator Set The general specifications provide representative configuration details. Consult the outline drawing for installation design. Specifications - General See outline drawing 500 -3070 for installation design specifications. Unit Width, in (mm) 60.0 (1524) Unit Height, In (mm) 77.6 (1971) Unit Length, in (mm) 160.0 (4064) Unit Dry Weight, lb (kg) 11000 (4990) Unit Wet Weight, lb (kg) 11400 (5171) Rated Speed, rpm 1800 Voltage Regulation, No Load to Full Load ±0.5% Random Voltage Variation ±0.5% Frequency Regulation Isochronous Random Frequency Variation ±0.25% Radio Frequency Interference IEC 801.2, Level 4 Electrostatic Discharge IEC 801.3, Level 3 Radiated Susceptibility IEC 801.4, Level 4 Electrical Fast Transients IEC 801.5, Level 5 Voltage Surge Immunity MIL STD 461C, Part 9 Radiated Emissions (EMI) Cooling Standby Prime Fan Load, HP (kW) 22.6 (16.9) 22.6 (16.9) Coolant Capacity with radiator, US Gal (L) 24.0 (90.8) 24.0 (90.8) Coolant Flow Rate, Gal/min (Umin) 196.0 (741.9) 196.0 (741.9) Heat Rejection To Coolant, Btu/min (MJ /min) 16350.0 (17.3) 14350.0 (15.2) Heat Radiated To Room, Btu /min (MJ /min) 6100.0 (6.5) 5540.0 (5.9) Maximum Coolant Friction Head, psi (kPa) 10.0 (68.9) 10.0 (68.9) Maximum Coolant Static Head, ft (m) 60.0 (18.3) 60.0 (18.3) Air Combustion Air, scfm (m3 /min) 1517.0 (42.9) 1455.0 (41.2) Altemator Cooling Air, scfm (m° /min) 4156.0 (117.6) 4156.0 (117.6) Radiator Cooling Air, scfm (m' /min) 27200.0 (769.8) 27200.0 (769.8) Max. Static Restriction, in H2O (Pa) 0.5 (124.5) 0.5 (124.5) Rating Definitions Standby Rating based on: Applicable for supplying emergency power for the duration of normal power interruption. No sustained overload capability is available for this rating. (Equivalent to Fuel Stop Power in accordance with ISO3046, AS2789, DIN6271 and BS5514). Nominally rated. Prime (Unlimited Running Time) Rating based on: Applicable for supplying power in lieu of commercially purchased power. Prime power is the maximum power available at a variable load for an unlimited number of hours. A 10% overload capability is available for limited time. (Equivalent to Prime Power in accordance with ISO8528 and Overload Power in accordance with ISO3046, AS2789, DIN6271, and BS5514). This rating is not applicable to all generator set models. Base Load (Continuous) Rating based on: Applicable for supplying power continuously to a constant load up to the full output rating for unlimited hours. No sustained overload capability is available for this rating. Consult authorized distributor for rating. (Equivalent to Continuous Power in accordance with ISO8528, ISO3046, AS2789, DIN6271, and BS5514). This rating is not applicable to all generator set models. Site Derating Factors Rated power available up to 5500 ft (1678 m) at ambient temperatures up to 104 °F (40 °C). Above 5500 ft (1678 m), derate at 4% per 1000 ft (305 m) and 1% per 10 °F (2% per 11°C) above 104 °F (40 °C). © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) Engine Cummins heavy duty diesel engines use advanced combustion technology for reliable and stable power, low emissions, and fast response to sudden load changes. Electronic goveming provides precise speed regulation, especially useful for applications requiring constant (isochronous) frequency regulation such as Uninterruptible Power Supply (UPS) systems, non - linear loads, or sensitive electronic Toads. Optional coolant heaters are recommended for all emergency standby installations or for any application requiring fast Toad acceptance after start -up. Specifications - Engine Base Engine Displacement 1n3 (L) Overspeed Limit, rpm Regenerative Power, kW Cylinder Block Configuration Battery Capacity Battery Charging Alternator Starting Voltage Lube Oil Filter Types Standard Cooling System Cummins Model KTA19 -G4, Turbocharged and Aftercooled, diesel - fueled 1150.0 (18.8) 2100 ±50 63.00 Cast iron with replaceable wet cylinder liners, In -line 6 cylinder 610 amps minimum at ambient temperature of 32 °F (0 °C) 55 amps 24 -volt, negative ground Two spin -on, full flow 122 °F (50 °C) ambient radiator Power Output Standby Prime Gross Engine Power Output, bhp (kWm) 755.0 (563.2) 675.0 (503.6) BMEP at Rated Load, psi (kPa) 280.0 (1930.5) 256.0 (1765.1) Bore, in. (mm) 6.25 (158.8) 6.25 (158.8) Stroke, in. (mm) 6.25 (158.8) 6.25 (158.8) Piston Speed, ft/min (m/s) 1875.0 (9.5) 1875.0 (9.5) Compression Ratio 13.9:1 13.9:1 Lube Oil Capacity, qt. (L) 48.0 (45.4) 48.0 (45.4) Fuel Flow Fuel Flow at Rated Load, US GaVhr (Uhr) 58.0 (219.5) 58.0 (219.5) Maximum Inlet Restriction, in. Hg (mm Hg) 4.0 (101.6) 4.0 (101.6) Maximum Retum Restriction, in. Hg (mm Hg) 6.5 (165.1) 6.5 (165.1) Air Cleaner Maximum Air Cleaner Restriction, in. H2O (kPa) 25.0 (6.2) 25.0 (6.2) Exhaust Exhaust Flow at Rated Load, cfm (me /min) 3945.0 (111.6) 3673.0 (103.9) Exhaust Temperature, °F (°C) 939.0 (503.9) . 898.0 (481.1) Max Back Pressure, in. H2O (kPa) 41.0 (10.2) 41.0 (10.2) Fuel System Direct injection, number 2 diesel fuel; fuel filter; automatic electric fuel shutoff Fuel Consumption Standby Prime 60 Hz Ratings, kW (kVA) 500 (625) 455 (569) Load 1/4 1/2 3/4 Full 1/4 1/2 3/4 Full US Gal/hr 1.0.1 18.0 25.9 34.0 9.6 17.0 24.3 31.1 Uhr 38 68 98 129 36 64 92 118 © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) 4. • Alternator Several alternators are available for application flexibility based on the required motor - starting kVA and other requirements.. Larger alternator sizes have lower temperature rise for longer life of the alternator insulation system. In addition, larger alternator sizes can provide a cost - effective use of engine power in across- the -line motor - starting applications and can be used to minimize voltage waveform distortion caused by non - linear Toads. Single- bearing alternators couple directly to the engine flywheel with flexible discs for drivetrain reliability and durability. No gear reducers or speed changers are used. Two - thirds pitch windings eliminate third -order harmonic content of the AC voltage waveform and provide the standardization desired for paralleling of generator sets. The standard excitation system is a PMG excited system. Alternator Application Notes Separately Excited Permanent Magnet Generator (PMG) System - This standard system uses an integral PMG to supply power to the voltage regulator. A PMG system generally has better motor - starting performance, lower voltage dip upon Toad application, and better immunity from problems with harmonics in the main altemator output induced by non - linear loads. This system provides improved performance over self - excited regulators in applications that have large transient loads, sensitive electronic loads (especially UPS applications), harmonic content, or that require sustained short- circuit current (sustained 3- phase short circuit current at approximately 3 times rated for 10 seconds). Altemator Sizes - On any given model, various alternator sizes are available to meet individual application needs. Altemator sizes are differentiated by maximum winding temperature rise, at the generator set standby or prime rating, when operated in a 40 °C ambient environment. Available temperature rises range from 80 °C to 150 °C. Not all temperature rise selections are available on all models. Lower temperature rise is accomplished using larger alternators at lower current density. Lower temperature rise altemators have higher motor - starting kVA, lower voltage dip upon load application, and they are generally recommended to limit voltage distortion and heating due to harmonics induced by non - linear loads. Alternator Space Heater - is recommended to inhibit condensation. Available Output Voltages Three Phase Reconnectable 110/190 115/200 120/208 127/220 139/240 120/240 220/380 240/416 254/440 277/480 © 2005 Cummins Power Generation Three Phase Non - Reconnectable [ ] 277/480 [ ] 347/600 Specifications subject to change without notice S -1237g (8/05) Specifications — Alternator Design Stator Rotor Insulation System Standard Temperature Rise Exciter Type Phase Rotation Alternator Cooling AC Waveform Total Harmonic Distortion Telephone Influence Factor (TIF) Telephone Harmonic Factor (THF) Brushless, 4 -pole, drip -proof revolving field 2/3 pitch, Direct - coupled by flexible disc Class H per NEMA MG1 -1.65 and BS2757 125 °C standby Permanent Magnet Generator (PMG) A (U), B (V), C (W) Direct -drive centrifugal blower <5% total no load to full linear load <3% for any single harmonic <50 per NEMA MG1- 22.43. <3 Three Phase Tablel 80° C 105° C 105° C 125° C 125° C 125° C 125° C Feature Code B302 B259 8301 8258 B252 B246 8300 Altemator Data 308 308 307 307 307 306 306 Sheet Number Voltage Ranges 347 /600 110/190 347/600 110/190 120/208 277/480 347/600 Thru Thru Thru 139/240 139/240 139/240 220/380 220/380 240/416 Thru Thru Thru 277/480 277/480 277/480 Surge kW 521 517 520 515 517 517 517 Motor Starting kVA (at 90% sustained voltage) PMG 2429 2429 2208 2208 2208 1896 1896 ull Load Current - 120/208 127/220 139/240 220/380 240/416 254/440 277/480 347/600 flai ps at Standby ting 1735 1640 1504 950 867 820 752 601 notes: 1. Single Phase Capability: Single phase power can be taken from a three phase generator set at up to 40% of the generator set nameplate kW rating at unity power factor. © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) Control System © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) PemrxrCommand 1 { F71.'uuila l IMS`M N. !_ U9l CL PPOIMIeq CYnLWI ■ '■ ` WV. 0'4 y. I q y��V " t a'Ic - z��p. ..T. fNLi�,..- � 1 a - 1 ® ® - - a , p `�w,{ r evaa�rpp 4f.:4-t.1 \.;awsiyri , 13, ti _ 1 l`+A zAis P91 • PowerCommand (2100) Control PowerCommand (3100) Control PowerCommand Control with AmpSentrim Protection • The PowerCommand Control is an integrated generator set control system providing governing, voltage regulation, engine protection, and operator interface functions. • PowerCommand Controls include integral AmpSentry protection. AmpSentry provides a full range of alternator protection functions that are matched to the altemator provided. • Controls provided include Battery monitoring and testing features, and Smart- Starting control system. • InPower PC -based service tool available for detailed diagnostics • Available with Echelon LonWorks network interface • NEMA 3R enclosure (2100 only) • Suitable for operation in ambient temperatures from —40C to +70C, and altitudes to 13,000 feet (5000 meters) • Integrated Digital Paralleling Control (3100 only) • Prototype tested; UL, CSA, and CE compliant AmpSentry AC Protection Engine Protection Operator Interface • Overcurrent and short circuit shutdown • Overcurrent waming • Single & 3 -phase fault regulation • Over and under voltage shutdown • Under frequency shutdown • Overload waming with alarm contact • Reverse power and reverse Var • Excitation fault (2100 only) • Overspeed shutdown • Low oil pressure waming and shutdown • High coolant temperature waming and shutdown • High oil temperature waming • Low coolant level waming or shutdown • Low coolant temperature waming • High and low battery voltage • Weak battery • Fail to start (overcrank) shutdown • Fail to crank shutdown • Redundant start disconnect • Cranking lockout • Sensor failure indication • OFF /MANUAUAUTO mode switch (2100) • MANUAL RUN /STOP switch (2100) • RUN /OFF /AUTO switch (3100) • Panel lamp /reset switch • Emergency Stop switch • Alpha- numeric display with pushbutton access, for viewing engine and altemator data and providing setup, controls, and adjustments • LED lamps indicating genset not in auto, common waming, common shutdown • (5) configurable LED lamps (2100 only), plus genset running LED • LED Bargraph AC data display (2100) • Needle -Type AC Meters (3100) • Panel Lighting with switch and timer Alternator Data Engine Data Other Data • Line to Line and Line to Neutral AC volts • 3 -phase AC current • Frequency • Total and individual phase kW and kVA • DC voltage • Lube oil pressure • Coolant temperature • Lube oil temperature • Genset model data • Start attempts, Starts, running hours • KW hours • Fault history • Load Profile (Hours less than 30% and hours more than 90% load) Options Control Functions ❑ Key -type mode switch ❑ Ground fault module ❑ Exhaust Temperature Monitor ❑ Echelon LonWorks interface ❑ Digital input and output module(s) (loose) Q Remote Annunciator (loose) ❑ Configurable network inputs (8) and outputs (16). • Data logging on faults (2100) • Fault simulation (2100, requires InPower) • Time delay start and cooldown • Cycle cranking • (4) Configurable inputs • (4) Configurable outputs (2100 only) © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) t Generator Set Options Engine [ ] 208/240/480 V thermostatically controlled coolant heater for ambient above 40°F (4.5°C) 208/240/480 V thermostatically controlled coolant heater for ambient below 40 °F (4.5 °C) 120 V 300 W lube oil heater 208/240 V 300 W lube oil heater 480 V 300 W lube oil heater Bypass oil filter Fuel/water separator Heavy -duty air cleaner with safety element [] [] [] [] [] [] [] Cooling System [ ] Heat exchanger cooling [ ] Remote radiator cooling Alternator [ ] 80 °C rise altemator [] 105 °C rise alternator [ ] 120/240 V, 300 W anti - condensation heater Control Panel [ ] 120/240 V, 100 W control anti - condensation space heater [ ] Exhaust pyrometer [ ] Fuel- pressure gauge (engine mounted) [ ] Ground fault alarm [ ] Remote fault signal package [ ] Run relay package Exhaust System [ ] Critical -grade exhaust silencer [] Exhaust packages [ ] Industrial -grade exhaust silencer [ ] Residential -grade exhaust silencer Generator Set [ ] AC entrance box [ ] Batteries [ ] Battery charger [ ] Export box packaging [ ] UL2200 Listed [ ] Main line circuit breaker [ ] Paralleling accessories [ ] Remote annunciator panel [ ] Sound attenuated enclosure (2 levels) with internal silencers [ ] Spring isolators [ ] Weather - protective enclosure with mounted silencer [ ] 2 -year standby warranty [ ] 2 -year prime power warranty [ ] 5 -year basic power warranty [ ] 5 -year comprehensive power warranty [ ] 10 -year major components warranty Available Products and Services A wide range of products and services is available to match your power generation system requirements. Cummins Onan products and services include: Diesel and Spark- Ignited Generator Sets Transfer Switches Bypass Switches Parallel Load Transfer Equipment Digital Paralleling Switchgear PowerCommand Network and Software Distributor Application Support Planned Maintenance Agreements © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) Warranty All components and subsystems are covered by an express limited one -year warranty. Other optional and extended factory warranties and local distributor maintenance agreements are available. Contact your distributor /dealer for more information. Certifications ISO9001 - This generator set was designed and manufactured in facilities certified to ISO9001. Sg� CSA - This generator set is CSA certified to product class 4215 -01. PTS - The Prototype Test Support (PTS) program verifies the performance integrity of the generator set design. Products bearing the PTS symbol have been subjected to demanding tests in accordance to NFPA 110 Level 1 to verify the design integrity and performance under both normal and abnormal operating conditions including short circuit, endurance, temperature rise, torsional vibration, and transient response, including full Toad pickup. UL - The generator set is available Listed to UL 2200, Stationary Engine Generator Assemblies. The PowerCommand control is Listed to UL 508 - Category NITW7 for U.S. and Canadian usage. See your distributor for more information Power Generation Cummins Power Generation 1400 73rd Avenue N.E. Minneapolis, MN 55432 763.574.5000 Fax: 763.574.5298 www.cumminspower.com Cummins and PowerCommand are registered trademarks of Cummins Inc. Detector and AmpSentry are trademarks of Cummins Inc. Important: Backfeed to a utility system can cause electrocution and /or property damage. Do not connect generator sets to any building electrical system except through an approved device or after building main switch is open. © 2005 Cummins Power Generation Specifications subject to change without notice S -1237g (8/05) ■ ei • •, Enclosure burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net D C B A 0500.3141 6 rD 5 Pro /ENGINEER 1 METRIC DWG TANK /LIFT BASE TANK TANK WEIGHT FEATURE CODE CAPACITY DRY KG (LBS) DIM_D TABULATION D:M_E DIM_F 4 DIM -G DIM_H DIM 1 DIM_J DIM_r C201 300 953 (2100) 2643 (104) 183 (7 2) 305 (121 1171 (46.11 526 (20 7) 1126 (44.31 C202/C242 400/270 (036 (2285) 2694 ( 06) 234 (9.2) 356 (14) 1222 (48.11 577 (22 7) C203 C204 C205 C206 C207 500 600 660 720 850 F214 NA 1083 (2387) 1153 (2541) 1188 12618) 1247 (2750) 1296 (2858) NA 2143 (108) 2819 (111) 284 (11.2) 406 (161 361 (14.2) 2858 (112.5) 399 (15.1) 2895 (114) 2997 (118) 2540 (100) 437 (11 2) 538 (21.2) 483 (19) 521 (20.5) 559 (22) 1273 (50.1) 1349 (53.1) 627 (24.7) 704 (27.7) 1177 (46.3) 1228 (48.3) 1304 (51.3) 1387 (54.6) 1425 (56.11 660 (26) 1527 (60.1) 142 (29.2) 780 (30.7) 881 (34 7) 1343 (52.8) 1381 (54.3) 1122 (44.2)614.7 (24 2) 1(73 (46.2) 665 (26.2) 1224 (48.2) 716.3 (28,21 1300 (51.2) 792.5 (31.2) 830.6 (32 71 868.1 (34.2) 1339 (52.7) 1377 (54.2) 1481 (58.3) 1478 (58.2) 970.3 (33 2) 8) (3.2) 203 (81 1069 (42.1) 424 (16.71 1024 (40.3) 1021 (40.2) 513.1 (20 2) OPTIONAL FEATURE F200,201,F203,F204 118 [4.61 6X R9)0 [35.8] DOOR SWING 4769 [188] 405 [16] MUFFLER VENTS REAKER HANDLE REAKER DOOR ACCESS EXHAUST OUTLET -- 236 (9.3] MUFFLER GUARD AIR INLET GENERATOR END 1 DIM_C DIM_G RUPTURE BASIN EMERGENCY VENT 4" NPT 300 0 400 GAL. 5" NPT ALL OTHERS. DIM_B 139 (5) D 101 a 0 ® B km- AIR OUTLET RADIATOR END 434 [171 65 935 [37] 1487 [597 IJ 2540 [100) 3 TABULATION MODEL KW CG_DIM "A" CG_DIM "B" CG_DIM "C" WEIGHT KG (LBSI DFAB 230 1918 [15.51 1041 [41] 853 [33.6) 5339 (11770) DFAC 250 19)0 [75.21 5407 (11920) DOAD 250 851 [33 51 DOAE 275 1905 [75 0) 853 [33.5) 5498 (121201 DOAF 300 1897 [74.7) 856 [33.71 5611 ((23701 DFBF 215 1872 [13 7] 856 [33.71 5969 (13160) DFCB 300 1862 (73 3] 859 [33.8] 6105 (13460) DFCC 350 1842 [72 5) 861 [33.91 6219 (13710) DFCE 400 1829 [72 01 864 [34.0) 6319 (13930) DFEG 350 1836 [72 3] 721 [28 4) 6970 (15366) DFEH 400 1821 (71.7] 1100 (15652) DFEJ 450 1803 [11.0) 726 (28 61 7253 (159901 DFEK 500 1783 [70.2) 7389 (16290) DODAA 250 2179 (85.8] 697 (27.41 5100 (11200) DODAB 275 DODAC 300 2193 [86.31 699 (27.5] 5200 (11500) DOHAA 275 1905 [75.0] 853 (33.5] 5498 (12120) DOHAB 300 1897 [74.71 856 [33.7] 5611 (12370) '* *WEIGHT 8 CG'S ARE SHOWN WITH H F200,F201 ENCLOSURE, AND STANDARD OTHER FEATURES MAY CHANGE THE WEIGHT. ENCLOSURE(ALUMINUMI REDUCE WEIGHT GHEST GALLON FUEL TANK, WET GENSET. ADDITION OF FOR F203,F204 BY 360 (800) AIR OUTLET $ 40 9550.8 [2] LIFTING EYE DIM_J FUEL FILL ACCESS DOOR DFAB,DFAC,DOAD,DOAE DOAF,DFBF,DFCB,DFCC,DFCE DODAA,DODAB,DODAC 139.3 [5. 5] 54 [2.1] DOOR CATCH '1b RANK CASE BREATHER OUTLET It TO llx b M(rI1101 PRODUC 11011.6E 115E SEE ECD FRD15222 A. 1 FRD16782 C FRDI6855 D ADDED SHEET 3 UPDATE NOTE 5 ADDED OPT FEATURE F303,1204 SEE EC0 104 04 DO • JJJ RE - JJJ RE - MJK RE MJH RE • AUK RE • JJJ RE AIx1© (0 RE RE RE RE RE RE IAU D3 1E-03 0411.03 05-21.03 06'18.03 10-31-03 01-29 -04 ADD MODELS DODAA,AB,AC TO TABULATION 3-D SJG DDG DDG 07- '3-05 ADD MODELS DOHAA,A8 TO TABULATION WIN LN L 09-11 -06 NOTES. 1. DIMENSIONS SHOWN IN [ ) ARE INCHES. 2. FOUNDATION REFERENCE POINT ( -0.0-). SEE FOUNDATION DRAWING FOR DETAILS. 3. FOR FEATURE CODE LI16 (FLORIDA TANKS) ADD 105.6 (4.16 ") TO DIMS D -J 4 SEE SHEET 2 FOR TANK VENT LOCATIONS. 5. SUBBASE FUEL TANK MOUNTING. THE TANK SHOULD BE MOUNTED SUCH THAT AN AIR SPACE IS PROVIDED BETWEEN THE BOTTOM OF THE TANK AND THE FOUNDATION UNDERNEATH. VIBRATION MOUNTING PADS P/N 0402 -0202 MAY BE USED TO PROVIDE AN AIR SPACE. EXCESSIVE TWISTING OF THE FUEL TANK, WHEN FASTENING IT TO A FOUNDATION, MAY RESULT IN STRUCTURAL FAILURE OF THE TANK. TO INSURE THE INSTALLATION DOES NOT EXCESSIVELY TWIST THE FUEL TANK, THE FOLLOWING PROCEDURE MUST BE OBSERVED: 5.1 REFER TO ONAN APPLICATION MANUAL T030 FOR GENERAL GENSET/TANK MOUNTING GUIDELINES. 5.2 AFTER PLACING SET ON FOUNDATION, VERIFY ALL MOUNTING PADS CONTACT FOUNDATION. 5.3 THERE ARE 8 SHIMS (.0141 INCH THK) ATTACHED TO EACH FUEL TANK. THESE ARE INTENDED TO FILL ANY GAP BETWEEN THE MOUNTING PADS AND FOUNDATION. IF MORE SHIMS ARE REQUIRED OBTAIN ADDITIONAL P/N 0232-3552 -02 FUEL TANK SHIMS. 5.4 INSERT THE MAXIMUM HEIGHT STACK OF SHIMS THAT WILL SLIDE INTO THE GAP. 5.5 TIGHTEN TANK HOLD DOWN MOUNTING FASTENERS. DOOR LATCHES ARE KEY LOCKING AND PADLOCK ABLE (ALL DOORS) ONTROL ACCESS DOOR 0 ESTOP (6074 OPTION) RECEPTICAL OUTLET (K102 OPTION) DIM_D 2082 [82] 2190 [86] L DIM_F DIM_I FUEL FILL ACCESS DOOR DFEG,DFEH,DFEJ,DFEK, DOHAA,DOHAB 70 [2.8] DIM_A 324 DIM_H [12.81 1 1 1 1 I 1 1 °" 110* IPA1T x0 1 AT, 1 D(SCAIPT IOM OR MATI.AIAL 181 DO PDT SCALE PRINT 3 3 1 .1 ± 0.0 .15 3 0.30 .S 3 .00 3 0513 MC ,Ox± 1.0 O DAAW TO 1 132 5551( or 6 I.1' 53 4.111.1.11 1.1 Ltl ,1.531.1 10 11.111.0 .1.104.11 11.10.51.11 ,1.014.11 .104 .141 ■.1041-.01 .211 .111 ,.1:0..01 112' ID ,.1111-.111 .111 -.H1 ,.110' 101 • Yin 101.1 J. JOHNSON 03 -11-03 moo. ara ram Marllid11,10t 0110.11111011 iiel °o R_ENGELMAN 03-11 -03 CUA41wNS POWER GENERATION MW 7111:1 M[ __.na WCOTA NCR A.PROsE1 R_ENGELMAN 03-11.03 5:1E CODE ENCLOSURE OUTLINE (WEATHER) ,mu ,,.n .:Ix DFA-DFE PGA 0500.3741 D C B A • • 6 5 r 0500_.;741 D C B A D Pro /ENGINEER METRIC DWG J DIM_K SEE SHEET I. 4 3 OPTIONAL FEATURE 150 MPH RATING F206 DOOR LATCHES ARE KEY LOCKING AND PADLOCKABLE (ALL DOORS) 100100110 100100110 100100110 2 IIL 10 17 MT 00 5100 1 IOM[ R0 ERR AOPIOAR 01( FR026782 FRD16055 FR018455 FRD19330 FRD24414 FRD28994 ADDED SHEET 3 150 4PH 1 MJK RE RE 0521-03 SJG DDG DDG 07-13-05 - DAN LN IN 09 11-06 NOTES: I. ALL DIMENSIONS NOT SHOWN ARE INDENTICAL TO THOSE SHOWN ON SHEET I. 2. THE ENCLOSURE IS ENGINEERED TO MAINTAIN ITS INTEGRITY WITH A 150 MPH WIND LOAD CONDITION. I1[M ] PITT 10 I � 10[SCR101101 OR MATERIAL 00 MDT SCALE PRPrt 10.1.0. orna.0 Melt 101 1 ± I .1 3 1.4 .II ± 1.34 00 SL nit AK TOLE 1 0 ORAK E01132 scAt[ a 18 -1.31 31.121011 0111. 1.11 31.81-1.10 118.11.• Q1211.11 11.10.11.6 01.W-1.13 .111-.101 0111-.113 .111,171 1.1111.101 111 101 ,.111.16 .IM .111 1.1111..115 1108 dlT 11 J_JOHNSON 03-1703 �:1OO R_ENGELMAN 03-17-03 CUMMINS POWER GENERATION 11007/0 AK OE IM[MOf WOUTA 36108 APPROVER R_ENGELMAN 03-11 -03 SITE CODE ENCLOSURE OUTLINE (WEATHER) DFA -DFE PGA 0500.3741 3.3 D C B A O 1 O 0 : a yl ca. Iii a1 :y I 100100110 100100110 100100110 2 IIL 10 17 MT 00 5100 1 IOM[ R0 ERR AOPIOAR 01( FR026782 FRD16055 FR018455 FRD19330 FRD24414 FRD28994 ADDED SHEET 3 150 4PH 1 MJK RE RE 0521-03 SJG DDG DDG 07-13-05 - DAN LN IN 09 11-06 NOTES: I. ALL DIMENSIONS NOT SHOWN ARE INDENTICAL TO THOSE SHOWN ON SHEET I. 2. THE ENCLOSURE IS ENGINEERED TO MAINTAIN ITS INTEGRITY WITH A 150 MPH WIND LOAD CONDITION. I1[M ] PITT 10 I � 10[SCR101101 OR MATERIAL 00 MDT SCALE PRPrt 10.1.0. orna.0 Melt 101 1 ± I .1 3 1.4 .II ± 1.34 00 SL nit AK TOLE 1 0 ORAK E01132 scAt[ a 18 -1.31 31.121011 0111. 1.11 31.81-1.10 118.11.• Q1211.11 11.10.11.6 01.W-1.13 .111-.101 0111-.113 .111,171 1.1111.101 111 101 ,.111.16 .IM .111 1.1111..115 1108 dlT 11 J_JOHNSON 03-1703 �:1OO R_ENGELMAN 03-17-03 CUMMINS POWER GENERATION 11007/0 AK OE IM[MOf WOUTA 36108 APPROVER R_ENGELMAN 03-11 -03 SITE CODE ENCLOSURE OUTLINE (WEATHER) DFA -DFE PGA 0500.3741 3.3 D C B A C B A 6 I 5 0500.3741 I Dj Pro /ENGINEER METRIC DWG 3 — DFAB,DFAC.DOAD,DOAF,D0Af DFBF,DFCB,DFCC,DFCE DODAA,DODAB,DODAC TANK VENT 2" NPT 1759 [69.3] m m 1111. 1111= 1111= 269 [10,6] 124 [4.9] 259 [10.2) 2741 [1081 DFEG,DFEH,DFEJ,DFEK,DOHAA,DOHA8 TANK VENT (EMERGENCY) 4" NPT FOR 300 8 400 GAL 5° NPT ALL OTHERS. DFAB,DFAC,DOAD,DOAE,DOAF DFBF,DFCB,DFCC,DFCE DODAA,DODAB,DQDAC TANK VENT (EMERGENCY) 411 NPT 300 8 400 GAL. 511 NPT ALL OTHERS. DFEG,DFEH,DFEJ,DFEK,DOHAA,DOHAB TANK VENT 2' NPT 1584 [62.4] m m LJ m m 1111] 1111 =_ 1111] 1111]- 1110 1110 124 — [4.9] 11 259 [10.21 2673 [105] 2883 [114] 2 1 MO 113 213 REYI1101 MK GI um, 011011 011! FR015222 A 1 PR000CIION_RELEASE - J11 RE RE 03 -26 -03 FR016341 8 FRD16782 C - • FAD16855 D - - • - - " FRD18455 E - - - - FRD19370 F - - - - " FR024414 G - - - SJG DDG DDG 07 -.3-05 FR028994 H - - - DAN LN LN 09.11 -06 D C B 131* I P41T NO 171 1 DESCRIPTION OR MATPRI Al 00 NOT SCALE PTNT MAP.. onee3 WOW. 11 WICil ILO 1111 Men wit 1171 1 ± 1 .1 ± 1.4 n f 1.34 1 ± .4001 ASIA 0010.. 10 1001 10 1 7 1 6 SCAU OF 111. 111 11.19-111 3 0. 1.11 4.111.10 11.011.11 11.19-1.11 11.911.11 11.111-4.11 6 5 4 3 .021..111 111• N1 .111-.10 1.09-.101 .I0 10 1.1111.10 .01.111 1.1121- 10 WM • 11 J_JOHNSON 03 -11 -03 Ye 121001111. !WW1% Wel WI 1°M WIN IM nOI RALIIiw° R_ENGELMAN 03 -11 -03 Offii CUNNIINS POWER GENERATION MW ]]OITA 111R0YC1 R_EN6ELMAN 03 -17 -03 SITE CODE nm ENCLOSURE OUTLINE (WEATHER) ligii oi]w ,°�° MW TM7 1111 r DFA -DFE 2 [ PGA 0500.3741 1 2.3 D A .1 Enclosures and tanks 250 -1000 kW gensets Enclosure standard features • 14 -gauge steel construction (panels) • Stainless steel hardware • Zinc phosphate pretreatment, e-coat primer and super durable powder topcoat paint minimize corrosion and color fade • Package listed to UL 2200 • Designed to satisfy National Electrical Code installation requirements • Fuel and electrical stub -up area within enclosure perimeter • Fixed louvers • Cambered roof prevents water accumulation • Recessed, lockable doors in two sides • Retainers hold doors open for easy access • Enclosed exhaust silencer ensures safety and protects against rust • Rain cap • Exterior oil and coolant drains with interior valves for ease of service • Rodent barriers on inlet • Non - hydroscopic sound attenuating material • Side mounted controls and circuit breakers • Easy access lifting points for spreader bars • Dual vibration isolation system (250 -500 kW) • Spring vibration isolation system (600 -1000 kW) • Enclosure mounts to lifting base or fuel tank (250 -500 kW) • Enclosure mounts to lifting base (600 -1000 kW) • Factory pre - assembled package • Designed for outdoor use only • Externally mounted emergency stop button for operator safety (optional on 250 -500 kW) • Horizontal air discharae to prevent leaf and snow Options • Three levels of sound attenuation • Motorized louvers to protect from ice and snow accumulation (available on air inlet for all models and on air outlet on level II, 250 -500 kW enclosures only) • Horizontal air discharge (Level 2 only) • Aluminum construction with roll- coated polymer paint • Wind rated to 150 mph (aluminum enclosures) • Neutral sandstone paint color (aluminum only) • Factory mounted battery charger • Extemal 120 VAC service outlet • Rain hoods for air inlet (250 -500 kW) • Lifting base in lieu of a sub -base tank (250 -500 kW) - Pre -wired AC distribution package • 100 amp (250 -500 kW) or 150 amp (600 -1000 kW) main circuit breaker; connected to 120 VAC line - neutral and 208 or 240 VAC line -line, spare breaker positions and capacity for future upgrades (600- 1000 kW) - GFCI protected internal 120 VAC service receptacle - GFCI protected weather proof extemal 120 volt service receptacle - All factory installed AC powered features pre -wired into Toad center • Interior lights -120 volt (600 -1000 kW) • Rain hoods for air inlet (250 -500 kW) • Seismic isolators available (600 -1000 kW) 62,2009 Cummins Power Generation Inc. All nghts reserved Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and Our energy working for you " are trademarks of Cummins Power Generation. Specifications are subject to change without notice. S -1443u (4/09) Fuel tanks Standard sub -base tank features • UL 142 Listed • NFPA37 compliant • Dual walled, steel construction • Emergency tank and rupture basin vents • Tank mounted mechanical fuel gauge • Fuel supply and return tubes • Top mounted leak detection float switch • Low and high level fuel switches • Mounting brackets for optional pump and control (250- 500 kW) • Integral lifting points • Basin drain Sub -base tank options • Pre -wired fuel pump and control • Fuel overfill alarm — internal or extemal • Overflow and tank fill plugs • Five gallon spill fill box — internal or extemal • Fill pipe extender • Local code approvals available 250 -500 kW dual wall sub -base fuel tanks - usable operating hours Genset model Gallons/hour at full load 300 gallon tank 400 gallon tank 500 gallon tank 600 gallon tank 660 gallon tank 720 gallon tank 850 gallon tank 1470 gallon tank 1700 gallon tank 250 DQDAA 19.4 15 21 26 31 34 37 -- 76 -- 275 DQDAB 19.8 15 20 25 30 33 36 -- 74 . -- 275 DQHAA 21.81 13 18 23 27 30 -- 39 -- 78 300 DFCB 22.5 13 18 22 27 29 32 — 65 -- 300 DQDAC 21.8 14 18 23 28 30 33 -- 67 -- 300 DQHAB 23.15 13 17 21 26 28 -- 36 -- 73 350 DFCC 24.4 12 16 20 25 27 30 -- 60 -- 350 DFEG 24.6 12 16 20 24 27 -- 35 -- 69 400 DFCE 29.1 10 14 17 21 23 25 -- 51 -- 400 DFEH 27.1 11 15 18 22 24 -- 31 -- 63 460 DFEC 31 10 13 16 19 21 -- 27 -- 55 450 DFEJ 30.0 10 13 17 20 22 -- 28 -- 57 600 DFED 34 9 12 15 18 19 -- 25 -- 50 500 DFEK 34.8 9 11 14 17 19 -- 24 -- 49 Operating hours are measured at 60Hz, standby rating. 600 -1000 kW dual wall sub -base fuel tanks - usable operating hours Genset model (60 Hz) Gallons/hour at full load 200 gallon tank 660 gallon tank 1000 gallon tank 1500 gallon tank 2000 gallon tank 2400 gallon tank 3000* gallon tank 600 DFGB 44.2 5 15 23 34 45 54 68 600 DQCA 41.8 5 16 24 36 48 57 72 750 DFGE 58.5 3 11 17 26 34 41 51 750 DFHA 54.7 4 12 18 27 37 44 55 750 DQCB 51.9 4 13 19 29 39 46 58 750 DQFAA 52.7 4 13 19 28 38 46 57 800 DFHB 57.8 3 11 17 26 35 42 52 800 DQCC 56.1 4 12 18 27 36 43 53 800 DQFAB 56.4 4 12 18 27 35 43 53 900 DFHC 60.2 3 11 17 25 33 40 50 900 DQFAC 63.9 3 10 16 23 31 38 47 1000 DFHD 69.3 3 10 14 22 29 35 43 1000 DQFAD 72.2 3 9 14 21 28 33 42 *3000 gallon tank offered as an accessory kit - Operating hours are measured at 60Hz, standby rating. - Up to 90% fill alarm to comply with NFPA30, operating capacity is reduced by 10 %. Our energy working for you TM 02009 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and Our energy working for you are trademarks of Cummins Power Generation. Specifications are subject to change without notice. S -1443u (4/09) Enclosure package sound pressure levels @ 7 meters dB(A) Genset model Weather protective enclosure (F200, F203) QuietSite Level 1 sound attenuated enclosure (F201, F204) QuietSite Level 2 sound attenuated enclosure (F202, F205) 250 DQDAA 90 86 71 27S DQDAB 89 86 71 275 DQDAA 86 85 74 300 DFCB 86 84 71 300 DQDAC 89 86 71 300 DQHAB 89 88 76 350 DFCC 87 85 72 350 DFEG 85 83 72 400 DFCE 89 85 73 400 DFEH 89 85 73 450 DFEC 89 85 75 450 DFEJ 87 84 74 500 DFED 90 86 76 500 DFEK 88 85 73 600 DFGB 85 78 74 . 600 DQCA 87 79 74 750 DFGE 87 80 75 750 DFHA 91 81 77 750 DQCB 87 79 74 750 DQFAA 89 79 75 800 DFHB 91 81 77 800 DQCC 87 79 74 800 DQFAB 89 79 75 900 DFHC 93 83 78 900 DQFAC 89 80 76 1000 DFHD 90 80 76 1000 DQFAD 90 80 76 - All data is 60Hz, full load standby rating, steel enclosures only. - Data Is a measured average of 8 positions. 250 -1000 kW Weather protective Our energy working for you."" 250 -1000 kW QuietSite Level 2 02009 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and Our energy working for you." are trademarks of Cummins Power Generation. Specifications ere subject to change without notice. S -1443u (4/09) Package dimensions of enclosure, exhaust system, and UL tank 250 -500 kW Tank size (gal) Weather protective package length (In) QuietSite level package length (in) QuietSite level 2 package length (in) Width (In) Height (In) Weather protective package weight (lbs) QuietSite level 1 package weight (Ibs) QuietSite level 2 package weight (Ibs) 300 188 188 222 82 104 5235 5660 6578 400 188 188 222 82 106 5420 5845 6763 500 188 188 222 82 108 5522 5947 6865 600 188 188 222 82 111 5676 6101 7019 660 188 188 222 82 113 A 5753 6178 7096 720 188 188 222 82 114 5885 6310 7228 850 188 188 222 82 118 6065 6490 7408 1470 200 200 200 82 128 6891 7316 8234 1700 234 234 234 82 128 7466 7891 8809 Lifting base 188 188 222 82 100 4110 4535 5453 600 -1000 kW Tank size (gal) Weather Protective Package Length (in) QuietSite Level 1 Package Length (In) QuietSite Level 2 Package Length (in) Width (in) Height (In) Weather Protective Package Weight fibs) QuietSite Level 1 Package Weight (Ibs) QuietSite Level 2 Package Weight (Ms) 200 260 303 315 98 133 8731 11611 13491 660 260 303 315 98 133 9479 12359 14239 1000 260 303 315 98 137 9825 12705 14585 1500 260 303 315 98 142 10328 13208 15088 2000 280 320 320 98 142 11823 14703 16583 2400 332* 330 332 98 142 12810 15690 17570 - This weight does not include the generator set. Consult your local Cummins Power Generation distributor or the appropriate generator specification sheet. - Width is 86" lifting eye to lifting eye (250 -500 kW), 102" lifting eye to lifting eye (600 -1000 kW). - Height - Florida, Michigan, and Suffolk add 4" (250 -500 kW) or 2" (600 -1000 kW) for bottom space. - Maximum length emergency vent removed. CSA - The generator set is CSA certified to product class 4215 -01. UL - The generator set is available Listed to UL 2200, Stationary Engine Generator Assemblies. The PowerCommand control is Listed to UL 508 - Category NITW7 for U.S. and Canadian usage. See your distributor for more information Americas 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone: 763 574 -5000 Fax: 763 574 -5298 Our energy working for you: m 02009 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and "Our energy working for you." are trademarks of Cummins Power Generation. Specifications are subject to change without notice. 5 -1443u (4/09) 0 • •' Fuel Tank burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net Smarms San 0A41C12 Val i4 1 • L S111-VAN TT7 -Wq RP. 0 • 02-4 Aooz TOO �Ey10.�09�1K •- 110 (191 10510 TO CC 010 TO L• 10 .0 Qs sing. RIGHT SIDE ELEVATION u :145 I.....110to moAKr7. .Cl 00T TAM v' iaowaln UM 2j 011154 03,1200 017.0110. uu:r•... --r YY uuwA. , �,,.� ,. o a. tL -urn uu --� .. ri.rv1 ••1.0 wU rT+7,"-'TIM -- -� T'''LS::! LEI 11111 u L:. wU wu rua7c wui� 1. .••...0' 111 U ri:' -'5 S1a r -1- 1+01 OO ' - ..'..... VY" T wool 0.140o %Ma n 11 21 1 40 41 WIY.0 VICK 01740.0W 01104777.05 .1 .YIY1T 1 0050 ME 000554 10001 /IT IOW 10410[• 444 IF2 14 OS /4 00911 fl1N 0 0i T11. END ELEVATION 0 mosso woo 11 "°` 1861.1011111: 4t 50300* 10 ac 1010 woo.= sot 0►1>$ 00000510 Y0' L 531Omm1 mow who& um UCTII. 36•1 .411. 12 10 15 112 174'001EMAT5 GLASS ILMQ Mon' CWT ♦ 210 7 40. 00.1111010400 l 07/.1 i 5410051µ1C 0001®914 i' VOX Y $/Y' 1W0f 011111 COCIII NO:MX [4101 0501 [o01 TA1K SV'G! IOpf. 4. 1116 1441 001919115. 2102 1 42 1 1 2211 5. APP101113TE 50501 5011001 1000 041.005 1. 0011014011 5440* MOO 24.021 151. T. DIENGITICI 1054,.16 0■2A3111 2.12170 01.1 u') 144 44 1 1 • L2 PROENIX FRODUCTS 1;G f LID ass Imom10o i '4Y1Fm -410 1001101 11- i 100771. I V Four 0[{ nom. av .m 10-01 01.4 -1 C E —to�n� paw svna �a KANSAS CR'Y, KANSA --, i 1141® 1@106 awes= Nor 00 51 • 1400/72/ to Out r.305 SNO-F 0a OAN*CS 1/.7/02 1 FC•51�MIPrtcru K0 GAHIK0 �a0 01111- 1 /11/02 I i fv1 110,5[! ANSI/.¢ 1 ea /17'01 •/124~2 ; '! • r e, • •, UPS Room Equipment burgess design interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net To: Shawn Hammer Digital Forrest Powerware September 17, 2009 Revised September 23, 2009 Revised September 25, 2009 Revised October 12, 2009 * *via email* Subject: Uninterruptible Power Supply System (UPS) –9395 450kVA solution Powerware 9395- 450kVA RT solution Quotation #DJ091720094AC2 We are pleased to submit our proposal for a standard Powerware 9395, Model 450KVA/409kW Uninterruptible Power Supply (UPS) System as per our conversation and based on your request for review and consideration. Powerware Series 9395 Features and Benefits Output - True sine wave output with less than 2% THD for all linear loads and superior performance over a full range of non - linear loads. Supports a crest factor greater than 3 to 1 while providing less than 5% THD on the output sine wave. Power performance - Operates at an industry– leading 95 percent efficiency, reducing utility costs and extending battery runtimes. Automatic Operation - Continuous on -line sine wave output protects against input line surges, sags, brownouts and blackouts. Low maintenance and high reliability provide constant power protection automatically. Valuable space - Powerware 9395 UPS offers the smallest footprint and lowest weight of any UPS in its class -50 to 60 percent less than competitive units. Environmental - Higher system efficiency, 95 percent efficiency, produces cooler operating conditions, which reduces facility air conditioning cost, extends the life of UPS components, and increases overall reliability, availability, With acoustical noise typically Tess than 65 dBA, Powerware Series 9395 is your silent partner. Optimize battery performance - Eaton's ABM® (Advanced Battery Management) technology uses a unique three -stage charging technique that significantly extends battery service life and optimizes recharge time, compared to traditional trickle charging. In addition, all of Powerware' products are built in a Focus Factory that incorporates all of the latest quality • procedures. These procedures have resulted in the receipt of ISO 9001 quality certification for Manufacturing, Engineering, and Service. The following standard product is quoted to cover your stated load requirements: - 13205 SE 30`h Street • Bellevue, Washington, 98005 Ph 425 - 644 -6216 • Fax 425 - 644 -6220 • www.eaton.com Project Name: 450kVA Solution 10/12/2009 Page 2 of 4 BILL OF MATERIAL ITEM 1 Powerware Series 9395 — 450kVA (2) — 450kVA Uninterruptible Power Supply System System Rating: System Input Voltage: System Output Voltage: 450kVA/409kW, .9 +pf, 3% Input THD 480 VAC, three phase, 3 or 4 wire plus ground, 60 Hertz 480 VAC, three phase, 3 or 4 wire plus ground, 60 Hertz (2) Sealed, valve regulated lead acid (VRLA), Common Battery System consisting of (3) Battery Cabinets to provide approx. 6 minutes protection time at full rated Toad of 409kW. Each Battery housed in free standing, Nema 1, enclosure and includes battery circuit breaker (Each cabinet: 42.7"W x 31.5 "D x 73.7 "H, 3,92501bs.) (2) Maintenance Bypass Panel, (3) Breaker MBP (BIB /MBP/ MIS), 65kAIC with Kirk -key interlock, UPS Module shall consist of the following: 1 - Double Conversion Online (IGBT), 95% efficiency 1 - Input Circuit Breaker (65kAIC) 1 - Lot Redundant Cooling Fans 1 - Lot Redundant Power Supplies. 1 - Eaton's ABM® technology. 1 - Powerware Software Suite 1 - LCD Video Display with RS232 connection, LAN relay interface, RMP connection, and UPS system metering including the following screens: Meter Screen — Voltage, Current, kW, kVA, frequency Utility Statistics Screen — number of outages, etc. Mimic Screen — Power flow diagram. Battery Screen — charging & discharging status Alarm Event Screen. — History logging. 1 Operation Manual 1 X -Slot — Power Xpert 2000 Card /UPS Dimensions: Battery Dimensions: MBP Dimensions: 73.6 "W x 32.7 "D x 73.7 "H, 2,977 lbs. 129.0 "W x 31.5 "D x 73.7 "H (11,775 lbs.) (3 cabinet system) 36.0 "W x 11.5 "D x 90.0 "H, 750 lbs. 13205 SE 30"' Street • Bellevue, Washington, 98005 Ph 425 - 644 -6216 • Fax 425 - 644 -6220 • www.eaton.com 7 FILE Cl , PY Permit No., to II Installation Chapter 3 UPS Installation Plan and Unpacking e Use the following basic sequence of steps to install the UPS: 1. Create an installation plan for the UPS system (Chapter 3). 2. Prepare your site for the UPS system (Chapter 3). 3. Inspect and unpack the UPS cabinet (Chapter 3). 4. Unload and install the UPS cabinet, and wire the system (Chapter 4). 5. Install features, accessories, or options, as applicable (Chapter 5). 6. Complete the Installation Checklist (Chapter 4). 7. Have authorized service personnel perform preliminary operational checks and startup. NOTE Startup and operational checks must be performed by an authorized Eaton Customer Service Engineer, or the warranty terms specified on page W -1 become void. This service is offered as part of the sales contract for the UPS. Contact an Eaton service representative in advance (usually a two -week notice is required) to reserve a preferred startup date. 3.1 Creating an Installation Plan Before installing the UPS system, read and understand how this manual applies to the system being installed. Use the procedures and illustrations in paragraph 3.2 and Chapter 4 to create a logical plan for installing the system. 3.2 Preparing the Site For the UPS system to operate at peak efficiency, the installation site should meet the environmental parameters outlined in this manual. If the UPS is to be operated at an altitude higher than 1500m (5000 ft), contact an Eaton service representative for important information about high altitude operation. The operating environment must meet the weight, clearance, and environmental requirements specified. 3.2.1 Environmental and Installation Considerations The UPS system installation must meet the following guidelines: • The system must be installed on a level floor suitable for computer or electronic equipment. • The system must be installed in a temperature and humidity controlled indoor area free of conductive contaminants. • The cabinet can be installed in line -up- and -match or standalone configurations. Failure to follow guidelines may void your warranty. The UPS equipment operating environment must meet the weight requirements shown in Table 3 -1 and the size requirements shown in Figure 3 -1 through Figure 3 -7. Dimensions are in millimeters (inches). EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3-1 UPS'NSTALLATION PLAN AND UNPACKING For Field Installed UPM (FI -UPM) weights and dimensions, refer to the Powerware 9395 Field Installed UPM Mechanical Installation Manual, listed in paragraph 1.8 on page 1 -10. Table 3 -1. UPS Cabinet Weights ,t r ;i � g . e ,r !Shipping.._ ��z • •ta,lnstalle: 1099.$(3307f il439i(.3 7,2)• 1499 (3307) 1439 (3172) Ra iva' ret939555501A50• Powerware 9395 - 550/500 Powerware 9395 - 550/550 1499 (3307) 1439 (3172) The UPS cabinets use forced air cooling to regulate internal component temperature. Air inlets are in the front of the cabinet and outlets are in the top. Allow clearance in front of and above each cabinet for proper air circulation. The clearances required around the UPS cabinet are shown in Table 3 -2. Table 3 2 UPS}10i i Clea ancest FiFrom Topof Cihineb Y (4573mmi(1SR)Rinimuj`clearance iir.4gap`tir`a_ti9ni` ;F om'Fiont;of Cabinet .• 1.- ai14fi4 M301),waiagp570' Frain'Back of Cabinet' ;' . > (None Required) From °Right Side of;Cabinet ,152'4 mm (61)forking space. iFrom Left Sidebf Cabinet'-. (NoneiRequiied, The basic environmental requirements for operation of the UPS are: • Ambient Temperature Range: 0-40 °C (32- 104 °F) • Recommended Operating Range: 20 -25 °C (68 -77 °F) • Maximum Relative Humidity: 95 %, noncondensing CAUTION If Powerware battery cabinets are located in the same room as the UPS, the battery cabinet environmental requirements supercede the UPS requirements. Operating temperatures above the recommended range will result in decreased battery life and performance, and will reduce or void the battery warranty. Refer to Eaton's Terms and Conditions of Sale with Battery Replacement Coverage and the Battery Replacement Price Book for more information. These documents can be found at www.powerware.com or contact an Eaton service representative to obtain copies. The UPS ventilation requirements are shown in Table 3 -3. Table 3 -3. Air Conditioning or Ventilation Requirements During Full Load Operation Rating Input/Output ` ,)Ieat Rejection .;,.Voltage , • .BTU/hr x 1000/ (kg- cal/hr) Ventilation Requiriid'for;;.'. Cooling Air Exhaust—, f..450 Uq ;480/480. 118112Z1.07.1' 500 kVA 480/480 97 (24563) Approximately 755 liter /sec (1600 cfm) With Field Installed UPM 550 kVA 480/480 107 (27020) Approximately 1510 liter /sec (3200 cfm) 3 -2 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4 UPS INSTALLATION PLAN AND UNPACKING 1873 .9 [73.8) 1873.8 [73.8] Dimensions are in millimeters [inches]. Figure 3 -1. UPS Cabinet Dimensions (Front View) 40 830 [1.6] [32.7] 871.7 [34.3] Dimensions are in millimeters [inches]. Figure 3 -2. UPS Cabinet Dimensions (Right Side View) EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3-3 UPS INSTALLATION PLAN AND UNPACKING 30 30 [1.211 [1.21 63 [24.9] 0 0 0 475.425 r-,[8.7) ■.r... MUM ■.rrrr ■.rrrr ■.rrrr •••••• •••••• •••••• •••••• •••••• ■rrrr■ ■rrrr■ •••••• mom .rrrr■ IUUUU■ rrr..■ •••••• .rrrr■ .rrrr. .r•••• MINIM SEWN .rrrr■ ..r..■ ■••••• ■...r■ 11111■ 475.425 [18.7] ■rrrr■ ■rrrr■ ■rrrr. ■rrrr. ■.r... mom mom ■rrrr■ •••••• ■rrrr■ •••••• ■rrrr■ •rrrr• ■rr•r■ ■r•••• ■rrrr■ •.r.•■ ■rrrr■ ■rrrr■ ■..IU■ 758.825 (29.9] Front Dimensions are in millimeters [inches]. Figure 3 -3. UPS Cabinet Dimensions (Top View) Front 613 [24.1] 40 1 [1.6] 58 69 [2.3] [2.711 830 (f 1 37.9 [1.5] X356 [14.0] Dimensions are in millimeters [inches]. Figure 3 -4. UPS Cabinet Dimensions (Bottom View) 1986 [78.2] 1946 [76.6] 38 [1.5] 1870 [73.6] Front 346 [13.6] [32.7] 346 [13.6] 12.7[.5] X 15.8).62] SLOT (60) Dimensions are in millimeters [inches]. Figure 3 -5. UPS Cabinet Dimensions (Bottom View with Mounting Brackets) 3-4 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 1140.2 [44.9] 1873.8 [73.8] Figure 3 -6. UPS Cabinet Center of Gravity Front View 0.87 [0.22] UPS INSTALLATION PLAN AND UNPACKING 88.9 [3.50] 435.2 [17.1] 830 [32.7] Dimensions are in millimeters [inches]. 1.57 [0.40] Needed to remove key 1 95.3 [3.57] (Square) 1/2" Knockout Pattern (Typical 5 Sides) Dimensions are in millimeters [inches]. Figure 3 -7. Remote EPO Switch Dimensions EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -6 11b.8 ... [4.56] 114.3 [4.50) r EMERGENCY POWER OFF FOR UPS SYSTEM 1:f ,. k +{ t { o % Front View 0.87 [0.22] UPS INSTALLATION PLAN AND UNPACKING 88.9 [3.50] 435.2 [17.1] 830 [32.7] Dimensions are in millimeters [inches]. 1.57 [0.40] Needed to remove key 1 95.3 [3.57] (Square) 1/2" Knockout Pattern (Typical 5 Sides) Dimensions are in millimeters [inches]. Figure 3 -7. Remote EPO Switch Dimensions EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -6 UPS INSTALLATION PLAN AND UNPACKING 3.2.2 UPS System Power Wiring Preparation Read and understand the following notes while planning and performing the installation: • Refer to national and local electrical codes for acceptable external wiring practices. • To allow for future kVA upgrades, consider installing a derated UPS using wiring and external overcurrent protection breakers sized for a fully rated UPS. • For external wiring, use 90 °C copper or aluminum wire. Wire sizes listed in Table 3 -4 and Table 3 -5 are for copper wiring only. If wire is run in an ambient temperature greater than 30 °C, higher temperature wire and /or larger size wire may be necessary. Wire sizes are based on using the specified breakers. • Wire ampacities are chosen from Table 310 -16 of the National Electrical Code® (NEC ®). Specification is for copper wire with a 90 °C rating. • Material and labor for external wiring requirements are to be provided by designated personnel. • If installing a maintenance bypass, a minimum of two separate feeds with upstream feeder breakers, or a single feed with two upstream feeder breakers, must be provided: one for the UPS or rectifier input breaker (RIB) (if installed) and one for the maintenance bypass input. DO NOT use a single feed or a single feeder breaker to supply both the UPS or RIB and the maintenance bypass. If a bypass input breaker (BIB) is installed in the maintenance bypass and a single -feed UPS is being installed, a single feed to the maintenance bypass is acceptable for supplying both the UPS and the bypass. • The bypass feed into this equipment uses three or four wires. The rectifier feed into this equipment uses three wires. The phases must be symmetrical about ground (from a Wye source) for proper equipment operation. • If".t_h I6 direquires`Lief aural a, 57,15ass ource neutral oast- berproulde l.f theEload- do0N:n15tiffig jreYa iegtral, rnn. dithere igFeo new, raloconductor copsec ediat thei 'I2.ypass5frput�,;�a • eutr ktotgr�o�ndsbo.�dingojam r•must.571ntgjjed D,OINOT in,�,stt igtre sou"rtW,Rifraf andr'a" bondin"gtjumper aSee Table.374, or 7ablex3 5itor eptral; ,bonding,jympe wire sizes. Tfie�bondirg urnpe musttbe copper wi e • The UPS cabinet is shipped with debris shields covering the ventilation grills on top of the cabinet. Do not remove the debris shields until installation is complete. However, remove the shields before operating the UPS. Once the debris shields are removed, do not place objects on the ventilation grills. • In a common battery system, single and multiple UPMs are powered from one common battery source. In a separate battery system, multiple UPMs are each powered from separate battery sources. • UPMs in distributed bypass and parallel systems must use a separate battery system. • On a UPS configured for separate rectifier inputs, all sources that feed the separate rectifier inputs must be derived from a common ground point. • On a UPS configured as an Input Output Module (IOM), requirements for bypass input wiring, termination, conduit, and bypass breaker are not applicable. • A Field Installed UPM (FI -UPM) is always designated as UPM 4. 3 -6 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS INSTALLATION PLAN AND UNPACKING If the power rating listed on the nameplate of the installed UPS is not found in the following tables, wire the UPS using the fully rated specifications. Otherwise, calculate the required wire, conduit, and breaker sizes using the following guidelines in addition to those already listed in paragraph 3.2.2: • Select wire size according to the UPS nameplate. • Do not use wire larger than the largest size listed in Table 3 -4 through Table 3 -6. • Use terminal recommendations from Table 3 -7 through Table 3 -10. • Size and number of conduits must not exceed those listed in Table 3 -11. • Select overcurrent protection input, battery, and output breakers according to the UPS nameplate rated for either 80% or 100 %. • Follow all applicable NEC and local codes. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -7 UPS INSTALLATION PLAN AND UNPACKING For external wiring requirements, including the minimum AWG size of external wiring, see Table 3 -4 for common battery system installations, Table 3 -5 for separate battery system installations, or Table 3 -6 for separate rectifier feed installations. Wire sizes listed are for copper wiring only. Table 3 -4. Input/Output Ratings and External Wiring Requirements for the Powerware 9395 - 550/450, 9395- 550/500, and 9395 - 550/550 — Common Battery Units Rating 50/60 Hz Basic Unit Rating Input and Output Voltage kVA 450 500 550 kW 409 455 500 Volts 480/480 480/480 480/480 AC Input to UPS Rectifier (0.98 Minimum pF) Full Toad current plus battery recharge current (3) Phases, (1) Ground Minimum Conductor Size Number per Phase AC Input to UPS Bypass (Four Wire) Full Load Current (3) Phases, (1) Ground Minimum Conductor Size Number per Phase AC Input to UPS Bypass (Five Wire) Full Load Current (3) Phases, (1) Neutral, (1) Ground Minimum Conductor Size Number per Phase Amps 600 660 740 AWG or kcmil 4/0 350 350 (each) (3) (3) (3) Amps 541 601 662 B AWG or kcmil 4/0 4/0 350 (each) (3) (3) (3) Amps 541 601 662 B DC Input from Each Battery Cabinet to UPS or Battery Disconnect (1) Positive, (1) Negative Minimum Conductor Size Number per Pole C AWG or kcmil 250 300 300 (each) (3) (3) (4) Total Amps 901 1001 1101 AWG or kcmil (each) 500 500 500 (1) (1) (1) DC Input from (1) Positive, (1) Negative Minimum Conductor Size Numb to UPS AC Output to Critical Load (Four Wire) Full Load Current (3) Phases, (1) Ground Minimum Conductor Size Number per Phase AC Output to Critical Load (Five Wire) Full Load Current (3) Phases, (1) Neutral, (1) Ground Minimum Conductor Size Number per Phase Neutral Bonding Jumper (Four Wire Output Only) Total Ames 1001 1101 AW or ' '0 350 350 (each) (4) 6 541 601 662 Amps D AWG or kcmil 4/0 4/0 350 (each) (3) (3) (3) Amps 541 601 662 D AWG or kcmil 250 300 300 (each) (3) (3) (4) Minimum Conductor Size — AWG or kcmil 4/0 4/0 4/0 Number (each) (1) (1) (1) NOTE Callout letters A, B, C, and D map to Figure 6 -6 or Figure 6 -8 starting on page 6 -8. Callout letters A, C, and D map to Figure 6 -10 or Figure 6 -12 starting on page 6 -12. NOTE Bypass wiring data is not applicable to 10M configurations. 3-8 EATON Powerware®9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS INSTALLATION PLAN AND UNPACKING For a UPS with common rectifier input terminals, El through E12 are 2 -hole bus bar mountings for standard NEMA 2 -hole barrel lugs. The power wiring connections for this equipment are rated at 90 °C. See Table 3 -7 for external power cable terminations, Table 3 -8 for supplied external wiring terminal hardware, and Table 3 -9 for recommended installation parts and tools not supplied by Eaton Corporation. For a UPS with separate rectifier input terminals for the UPMs, El through E3 are pressure terminations, UL and CSA rated at 90 °C. See Table 3 -10 on page 3 -12 for power cable terminations. Figure 4 -5 through Figure 4 -11 show the location of the power cable terminals inside the UPS. Table 3 -7. UPS Cabinet Power Cable Terminations for the Powerware 9395 - 550/450, 9395 - 550/500, and 9395 - 550/550 AC Input to UPS Rectifier El Phase A 4 — 2 bolt mounting 76 (56) M12 E2 Phase B 4 — 2 bolt mounting 76 (56) M12 AC Input to Bypass E3 Phase C 4 — 2 bolt mounting 76 (56) M12 E6 Phase A 4 — 2 bolt mounting 76 (56) M12 E7 Phase B 4 -2 bolt mounting 76(56) M12 E8 Phase C 4 — 2 bolt mounting 76 (56) M12 AC Output to Critical Load E9 Phase A 4 -2 bolt mounting 76(56) M12 E10 Phase B 4— 2 bolt mounting 76 (56) M12 El 1 Phase C 4— 2 bolt mounting 76 )56) M12 DC Input from Battery or Battery E4 Battery ( +) 8 — 2 bolt mounting 76 (56) M12 Disconnect to UPS — Common 12— 2 bolt mounting (Plus 1) Battery E5 Battery (-) 8 — 2 bolt mounting 12— 2 bolt mounting (Plus 1) 76 (56) M12 DC Input from Battery or Battery E4 Battery ( +) 4— 2 bolt mounting 76(56) M12 Disconnect to UPS — Separate Battery (UPM 1) E5 Battery (-) 4 — 2 bolt mounting 76(56) M12 DC Input from Battery or Battery E4 Battery ( +) 4— 2 bolt mounting 76 (56) M12 Disconnect to UPS — Separate Battery (UPM 2) E5 Battery ( -) 4 -2 bolt mounting 76 )56) M12 DC Input from Battery or Battery E4 Battery ( +) 4 -2 bolt mounting 76 (56) M12 Disconnect to UPS — Separate Battery (UPM 4 FI -UPM) E5 Battery ( -) 4 -2 bolt mounting 76 (56) M12 Input and Output Neutral E12 Neutral 8 — 2 bolt mounting 22 (16) M10 Customer Ground Ground Ground 7 — 1 bolt mounting 22 (16) M10 NOTE Customer ground, sized in accordance with NEC Table 250.122, can be run in any conduit listed in Table 3 -11 on page 3 -13. NOTE Bypass terminations are not applicable to IOM configurations. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3-11 UPS INSTALLATION PLAN AND UNPACKING Conduit sizes were chosen from NEC Table 4, Electrical Metallic Tubing (EMT). See Table 3 -11 for conduit requirements. Per NEC article 300, 3(B)(1), all three -phase conductors must be run in the same conduit. Neutral and ground must be run in the same conduit as the phase conductors. Conduit is sized to accommodate one neutral conductor the same size as the phase conductor and one ground conductor sized in accordance with NEC Table 250.122. Conduit sizes listed are for copper wiring only. Table 3 -11. Power Cable Conduit Requirements Powerware 9395-550/450 AC Input to UPS Rectifier (A, B, C, Ground) AC Input to UPS Rectifier (Separate Feed) (A, B, C, Ground) 480 Val AC Inputto Bypass and Output(Four Wire) (A, B, C, Ground) AC Input to Bypass and Output (Five Wire) (A, B, C, Neutral, Ground) DC Battery (Positive, Negative, Ground) 2-1/2 3 2 2 (Each UPM) 2 -1I2 3 2 -1/2 3 See Note Powerware 9395 - 550/500 480 Vac AC Input to UPS Rectifier (A, B, C, Ground) 4 2 -1/2 4 AC Input to UPS Rectifier (Separate Feed) (A, B, C, Ground) AC Input to Bypass and Output (Four Wire) (A, B, C, Ground) 4 2 2 (Each UPM) 4 2 -1/2 3 AC Input to Bypass and Output (Five Wire) (A, B, C, Neutral, Ground) DC Battery (Positive, Negative, Ground) 5 3 3 See Note 1 Powerware 9395 - 550/550 480 Vac AC Input to UPS Rectifier (A, B, C, Ground) 4 2 -1/2 4 AC Input to UPS Rectifier (Separate Feed) (A, B, C, Ground) AC Input to Bypass and Output (Four Wire) (A, B, C, Ground) 4 2 2 (Each UPM) 4 2 -1/2 3 AC Input to Bypass and Output (Five Wire) (A, B, C, Neutral, Ground) 5 3 4 DC Battery (Positive, Negative, Ground) See Note 1 NOTE 1 Select conduit taking into consideration the DC input wire sizes listed in Table 3 -4 on page 3 -8 or Table 3 -5 on page 3 -9, the DC terminations listed in Table 3 -7 on page 3 -11, type of battery installation, and requirements from NEC Table 4, Electrical Metallic Tubing (EMT). NOTE 2 Bypass conduit data is not applicable to 10M configurations. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -13 UPS INSTALLATION PLAN AND UNPACKING External overcurrent protection and disconnect are not provided by this product, but are required by codes. Refer to Table 3 -4 on page 3 -8, Table 3 -5 on page 3 -9, or Table 3 -6 on page 3 -10 for wiring requirements. If an output lockable disconnect is required, it is to be supplied by the customer. Table 3 -12 lists the recommended rating for input circuit breakers. Table 3 -13 lists the recommended rating for input circuit breakers used with separate rectifier inputs. A separate breaker is required for each UPM. Table 3 -12. Recommended Input Circuit Breaker Ratings Powerware 9395 - 550/450 80% Rated; 100% Rated Powerware 9395 - 550/500 80% Rated 100% Rated Powerware 9395 - 550/550 80% Rated 100% Rated 800A 700A 1000A 700A 1000A 800A Table 3 -13. Separate Rectifier Input Recommended Input Circuit Breaker Ratings Powerware 9395 - 550/45 Powerw erware 9395 - 550/550 100% Rated CAUTION To reduce the risk of fire, connect only to a circuit provided with maximum input circuit breaker current ratings from Table 3 -12 in accordance with the NEC, ANSI /NFPA 70. The line -to -line unbalanced output capability of the UPS is limited only by the full load per phase current values for AC output to critical load shown in Table 3 -4 on page 3 -8 or Table 3 -5 on page 3 -9. The recommended line -to -line load unbalance is 50% or less. Bypass and output overcurrent protection and bypass and output disconnect switches are to be provided by the customer. Module Output Breakers (MOBs) are to be provided by the customer. Table 3 -14 lists the recommended rating for bypass, output, and MOB circuit breakers. Bypass breakers are not required for IOM configurations. 3-14 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS INSTALLATION PLAN AND UNPACKING Table 3 -14. Recommended Bypass, Output, and MOB Circuit Breaker Ratings Powerware 9395 - 550/450 80% Rated 100% Rated Powerware 9395 - 550/500 80% Rated 100% Rated Powerware 9395 - 550/550 80% Rated 100% Rated 700A 600A 800A 700A 1000A 700A NOTE Bypass breakers are not required for IOM configurations. There is no manual DC disconnect device within the UPS. A battery disconnect switch is recommended, and may be required by NEC or local codes when batteries are remotely located. The battery disconnect switch should be installed between the battery and the UPS. External DC input overcurrent protection and disconnect switch for the remote battery location is to be provided by the customer. Table 3 -15 lists the maximum rating for continuous -duty rated circuit breakers satisfying the criteria for both. Recommended breaker size is based on a maximum full load discharge time less than 3 hours. For longer discharge times a larger breaker may be required. Table 3 -15. Recommended DC Input Circuit Breaker Ratings Powerware 9395 - 550/450 1200A Powerware 9395 - 550/500 1600A Powerware 9395 - 550/550 1600A Battery voltage is computed at 2 volts per cell as defined by Article 480 of the NEC. Rated battery current is computed at 2 volts per cell. The battery wiring used between the battery and the UPS should not allow a voltage drop of more than 1% of nominal DC voltage at rated battery current. EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -15 UPS INSTALLATION PLAN AND UNPACKING 3.2.3 UPS System Interface Wiring Preparation Control wiring for features and options should be connected at the customer interface terminal blocks located inside the UPS. WARNING Do not directly connect relay contacts to the mains related circuits. Reinforced insulation to the mains is required. Read and understand the following notes while planning and performing the installation: • Use Class 1 wiring methods (as defined by the NEC) for interface wiring up to 30V. The wire should be rated at 24V, 1A minimum. • Use Class 2 wiring methods (as defined by the NEC) for interface wiring from 30V to 600V. The wire should be rated at 600V, 1A minimum and 12 AWG maximum. • Use twisted -pair wires for each input and return or common. • All interface wiring and conduit is to be provided by the customer. • When installing external interface wiring (for example, building alarm, relay output, battery breaker trip, and X -Slot) to the UPS interface terminals, conduit must be installed between each device and the UPS cabinet. • Install the interface wiring in separate conduit from the power wiring. • When installing internal interface wiring to X -Slot terminals, route the wiring through the internal opening in the X -Slot communication bay. • All building alarm inputs or remote features require an isolated normally -open contact or switch (rated at 24 Vdc, 20 mA minimum) connected between the alarm input and common terminal. All control wiring and relay and switch contacts are customer - supplied. • The building alarms can be programmed to display the alarm functional name. • LAN and telephone drops for use with X -Slot connectivity cards must be provided by the customer. • The UPS battery aux and 48 Vdc shunt trip signal wiring from the UPS must be connected to the DC source disconnect device. • Battery aux and 48 Vdc shunt trip wiring should be a minimum of 18 AWG. • The REPO feature opens all contactors in the UPS cabinet and isolates power from your critical load. Local electrical codes may also require tripping upstream protective devices to the UPS. • The REPO switch must be a latching -type switch not tied to any other circuits. • A jumper wire must be connected between pins 1 and 2 on TB1, if the normally - closed REPO contact is not used. • REPO wiring should be a minimum of 22 AWG and a maximum of 14 AWG. • The REPO switch wiring must be in accordance with NEC Article 725 Class 2 requirements. • The maximum distance between the REPO and the UPS cannot exceed 150 meters (500 feet). • Alarm relay contacts have a maximum current rating of 5A and a switched voltage rating of 30 Vac and 28 Vdc. • Alarm relay wiring should be a minimum of 22 AWG. 3 -18 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS INSTALLATION PLAN AND UNPACKING 3.3 Inspecting and Unpacking the UPS Cabinet The UPS cabinet is palleted separately for shipping. The cabinet is shipped bolted to a wooden pallet (see Figure 3 -8) and protected with outer protective packaging material. WARNING The UPS cabinet is heavy (see Table 3 -1 on page 3 -2). If unpacking and unloading instructions are not l�> closely followed, the cabinet may tip and cause serious injury. CAUTION To prevent damage to the wiring channel and wiring in the UPS cabinet base when lifting or moving the cabinet: • Lift and move the cabinet using only the front or rear forklift slots. • Verify that the forklift forks are in a horizontal position before inserting them into the forklift slots. DO NOT angle fork tips upward. • Insert the forks all the way through the base. DO NOT insert forks partially into the base to move the cabinet. • Forks may be partially inserted into the front or rear forklift slots for minor positioning if the forks are kept in a horizontal position with no upward angling. • DO NOT use the forklift slots on the end of the cabinet to move the cabinet. • End forklift slots may be used for minor positioning if the forks are kept in a horizontal position with no upward angling. If these instructions are not followed, damage to the wiring channel and wiring will occur. 1. Carefully inspect the outer packaging for evidence of damage during transit. CAUTION Do not install a damaged cabinet. Report any damage to the carrier and contact an Eaton service representative immediately. 0 NOTE For the following step, verify that the forklift or pallet jack is rated to handle the weight of the cabinet (see Table 3 -1 on page 3 -2 for cabinet weight). 2. Use a forklift or pallet jack to move the packaged cabinet to the installation site, or as close as possible, before unpacking. If possible, move the cabinet using the pallet. Insert the forklift or pallet jack forks from the right side of the pallet (facing the cabinet), between the supports on the bottom of the pallet (see Figure 3 -6 on page 3 -5 for the UPS cabinet center of gravity measurements). If the cabinet must be moved using the cabinet front or rear fork lift slots, see the caution statement at the beginning of this procedure. CAUTION Do not tilt the UPS cabinet more than 10° from vertical or the cabinet may tip over. 3. Set the pallet on a firm, level surface, allowing a minimum clearance of 3m (10 ft) on each side for removing the cabinet from the pallet. 3 -18 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS INSTALLATION PLAN AND UNPACKING 0 NOTE The UPS cabinet is shipped with debris shields covering the ventilation grills on top of the unit. Do not remove the debris shields until installation is complete. 4. Remove the protective covering from the cabinet. 5. Remove the packing material, and discard or recycle in a responsible manner. 6. Inspect the contents for any evidence of physical damage, and compare each item with the Bill of Lading. If damage has occurred or shortages are evident, contact an Eaton service representative immediately to determine the extent of the damage and its impact on further installation. ®NOTE While waiting for installation, protect the unpacked cabinet from moisture, dust, and other harmful contaminants. Failure to store and protect the UPS properly may void your warranty. Figure 3 -8. Powerware 9395 UPS (450 -550 kVA) Cabinet as Shipped on Pallet EATON Powerwaree 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 3 -19 UPS INSTALLATION PLAN AND UNPACKING This page intentionally left blank. 3-20 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com Chapter 4 UPS System Installation 4.1 Preliminary Installation Information WARNING Installation should be performed only by qualified personnel. Refer to the following while installing the UPS system: • Chapter 3 for cabinet dimensions, equipment weight, wiring and terminal data, and installation notes. • Do not tilt the cabinet more than ± 10° during installation. • Remove the conduit landing plates to add conduit landing holes as required. Plate material is 16 gauge steel (1.5 mm /0.06" thick). • If perforated floor tiles are required for ventilation, place them in front of the UPS. 4.2 Unloading the UPS Cabinet from the Pallet and Mechanical Installation The UPS cabinet is bolted to a wooden pallet supported by wood skids. To remove the pallet and mechanically install the UPS: WARNING The UPS cabinet is heavy (see Table 3 -1 on page 3 -2). If unpacking and unloading instructions are not closely followed, the cabinet may tip and cause serious injury. CAUTION • Do not tilt cabinets more than 100 from vertical. • Lift the cabinet only with a forklift or damage may occur. To prevent damage to the wiring channel and wiring in the UPS cabinet base when lifting or moving the cabinet: • Lift and move the cabinet using only the front or rear forklift slots. • Verify that the forklift forks are in a horizontal position before inserting them into the forklift slots. DO NOT angle fork tips upward. • Insert the forks all the way through the base. DO NOT insert forks partially into the base to move the cabinet. • Forks may be partially inserted into the front or rear forklift slots for minor positioning if the forks are kept in a horizontal position with no upward angling. • DO NOT use the forklift slots on the end of the cabinet to move the cabinet. • End forklift slots may be used for minor positioning if the forks are kept in a horizontal position with no upward angling. If these instructions are not followed, damage to the wiring channel and wiring will occur. EATON Powerwaree 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 41 UPS SYSTEM INSTALLATION 0 NOTE For the following steps, verify that the forklift or pallet jack is rated to handle the weight of the cabinet (see Table 3 -1 on page 3 -2 for cabinet weight). a 1. If not already accomplished, use a forklift or pallet jack to move the cabinet to the installation area, or as close as possible, before unloading from the pallet. Insert the forklift or pallet jack forks from the right side of the cabinet, between the supports on the bottom of the pallet (see Figure 3 -6 on page 3 -5 for the UPS cabinet center of gravity measurements). 2. Remove the three bolts securing the left side shipping bracket to the cabinet and three bolts securing the bracket to the pallet (see Figure 4 -1). Remove the left side shipping bracket. If installing the cabinet permanently, retain the shipping bracket and securing hardware for later use. 3. Remove the three bolts securing the right side shipping bracket to the cabinet and three bolts securing the bracket to the pallet (see Figure 4 -2). Remove the right side shipping bracket. If installing the cabinet permanently, retain the shipping bracket and securing hardware for later use. 4. Using the forklift, raise the UPS cabinet section until the cabinet bottom clears the pallet by approximately 3 mm (1/8 "). 5. Pull the pallet from under the UPS cabinet. Discard or recycle the pallet in a responsible manner. 6. Using the forklift, move the UPS cabinet to the final installed location. 7. Carefully lower the UPS cabinet until the cabinet base contacts the floor. 8. If permanently mounting the system, proceed to Step 9; otherwise, continue to Step 11. NOTE DO NOT reinstall the left side shipping bracket, if installing a Field Installed UPM (FI -UPM). 9. Using the retained hardware, reinstall the shipping brackets removed in Steps 2 and 3 to the left and right side of the UPS cabinet with the angle facing outward (see Figure 4 -1 and Figure 4 -2). 10. Secure the cabinet to the floor with customer - supplied hardware. 11. If installing a Plus 1 model UPS, proceed to paragraph 4.3; otherwise, proceed to Step 12. 12. If installing a battery system, proceed to paragraph 4.4; otherwise, proceed to Step 13. 13. If installing a tie cabinet or distribution panel for a distributed bypass system, proceed to paragraph 4.5; otherwise, proceed to paragraph 4.6. 4-2 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com Shipping Bracket Bolts UPS SYSTEM INSTALLATION Shipping Bracket Bolts Left Side Shipping Bracket Figure 4 -1. Removing the Left Side Shipping Bracket Pallet UPM Removable Front Panels EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-3 UPS SYSTEM INSTALLATION Front Door Removable Left Front Panel Right Side Shipping Bracket Figure 4 -2. Removing the Right Side Shipping Bracket Shipping Bracket Bolts Shipping Bracket Bolts 44 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION 4.3 Field Installed UPM Installation If installing a Plus 1 model, install the FI -UPM using the instructions in the Powerware 9395 Field Installed UPM Mechanical Installation Manual, listed in paragraph 1.8 on page 1 -10. After the FI -UPM is installed, proceed to paragraph 4.4 if installing a battery system; otherwise, proceed to paragraph 4.5. 4.4 Battery System Installation If installing a Powerware battery cabinet, refer to the Powerware 9395 Integrated Battery Cabinet (Model IBC -L) Installation Manual, listed in paragraph 1.8 on page 1 -10. If installing a customer - supplied battery system, install the battery system according to the battery and battery system manufacturer's instructions and all applicable codes and regulations, including the NEC, Article 480. After the battery system is installed, proceed to paragraph 4.5 if installing a distributed bypass tie cabinet; otherwise, proceed to paragraph 4.6 to complete the wiring of the UPS. 4.5 Distributed Bypass Tie Cabinet Installation e NOTE The tie cabinet must contain Module Output Breakers (MOBs) with dual auxiliary contacts for control of the system. Without dual auxiliary MOBs, UPMs are not allowed to go to bypass individually during servicing. All UPMs will go to bypass instead of the just the UPM needing service, decreasing critical load protection. With dual auxiliary MOBs, one UPM can be bypassed while the remaining UPMs support the load as long as the remaining UPMs have the capacity to do so. If installing a distributed bypass system, install the customer - supplied tie cabinet or distribution panel according to the tie cabinet or distribution panel manufacturer's instructions and all applicable codes and regulations, including the NEC, Article 480. After the tie cabinet is installed, proceed to paragraph 4.6 to complete the wiring of the UPS. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-5 UPS SYSTEM INSTALLATION 4.6 Installing UPS External and Battery Power Wiring e NOTE The UPS cabinet is shipped with debris shields covering the ventilation grills on top of the cabinet. Do not remove the debris shields until installation is complete. However, remove the shields before operating the UPS. Once the debris shields are removed, do not place objects on the ventilation grills. NOTE Remove the UPS cabinet top or bottom conduit landing plate to drill or punch conduit holes (see Figure 4 -3 on page 4 -7). NOTE If the load requires a neutral, a bypass source neutral must be provided. If the load does not require a neutral and there is no neutral conductor connected at the bypass input, a neutral to ground bonding jumper must be installed. DO NOT install both a source neutral and a bonding jumper. See Table 3 -4 on page 3 -8 for neutral bonding jumper wire sizes. Bonding jumper must be copper wire. Use the procedures in the following paragraphs to connect the external and battery power wiring. 4.6.1 External Power Wiring Installation To install wiring to connections: 1. Remove one top screw and two bottom screws securing the UPS left front panel (see Figure 4 -2 on page 4-4). Lift the panel straight up to remove it from the panel hanger bracket at the top of the cabinet. 2. Remove the screws securing the internal safety shield panel and remove the panel to gain access to the input, output, and battery terminals. Retain the hardware for later use. 3. Route the input and output cables through either the top or bottom of the cabinet to the UPS terminals. See Figure 4 -3 for wiring access information and Figure 4 -5 and Figure 4 -6 for common rectifier feed terminal locations or Figure 4 -7 through Figure 4 -9 for separate rectifier feed terminal locations. Top Access Wiring. Remove the top conduit plate from the top of the UPS. Identify all conduit requirements and mark their location. Drill and punch all conduit holes in the top conduit plate prior to mounting on the UPS. Install the conduit plate and install all conduit runs into the plate. Pull the wiring through the conduit into the wiring area. Bottom Access Wiring. Remove the bottom conduit plate from the inside bottom of the UPS. Identify all conduit requirements and mark their location. Drill and punch all conduit holes in the bottom conduit plate prior to mounting on the UPS. Install the conduit plate and install all conduit runs into the plate. Pull the wiring through conduit into the wiring area. 4. Locate the external wiring terminal hardware kit packed on the bottom left side of the ISBM section. 5. If installing a UPS with separate rectifier feeds, proceed to Step 6; otherwise, proceed to Step 8. 0 NOTE On a UPS that is configured for separate rectifier inputs, all sources that feed the separate rectifier inputs must be derived from a common ground point. 6. Connect phase A, B, and C rectifier input power wiring from the utility source to each UPM rectifier input terminal block in the UPS cabinet. See paragraph 3.2.2 on page 3 -6, Table 3 -6 on page 3 -10, and Table 3 -10 on page 3 -12 for wiring and termination requirements. 4-6 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com Top Entry Conduit Landing for AC Input and Output, and DC Input (Remove panel to drill or punch conduit holes.) TOP VIEW BOTTOM VIEW Bottom Entry Conduit Landing for AC Input and Output, and DC Input (Remove panel to drill or punch conduit holes.) Ventilation Grill Debris Shield (Remove shield before operating system.) UPS SYSTEM INSTALLATION Interface Entry Conduit Landings for TB1 through TB3 Wiring and X -Slat Connections (Remove panels to drill or punch conduit holes.) Front Front + • e • )' },.�:•{. �1 ';' 0N :. +� • • r 'Zr. , 4„ � h Z may � � '.'. .•psi; • •fi': ”.!D. a 0 � . A •• ,' i • 13 .. ,. •1 ":t�•� Iii •• M • o r� ti • l ei qtr �'•!�. .. ry � , .'41. •f. . IR ill. gin Interface Entry Conduit Landings for TB1 through TB3 Wiring and X -Slat Connections (Remove panels to drill or punch conduit holes.) Front Front Figure 4 -3. Conduit and Wire Entry Locations EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-7 a •° off. ° o _ _ 0 p o Figure 4 -3. Conduit and Wire Entry Locations EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-7 UPS SYSTEM INSTALLATION n 7. Proceed to Step 10. 8. Using hardware from the external wiring terminal hardware kit (see Table 3 -8 on page 3 -12), connect phase A, B, and C rectifier input power wiring from the utility source to the rectifier input terminals in the UPS cabinet. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 9. If installing a UPS configured as an Input Output Module (IOM), proceed to Step 14; otherwise, proceed to Step 10. 10. Using hardware from the external wiring terminal hardware kit (see Table 3 -8 on page 3 -12), connect phase A, B, and C, and Neutral (if required) bypass input power wiring from the utility source to the bypass input terminals and neutral terminals in the UPS cabinet. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 11. If wiring a distributed bypass system, proceed to Step 12; otherwise, proceed to Step 14. CAUTION Distributed bypass system wiring length should be in accordance with Figure 4 -4, to ensure approximately equal current sharing when in Bypass mode. 12. Using hardware from the external wiring terminal hardware kit (see Table 3 -8 on page 3 -12), connect phase A, B, and C, and Neutral power wiring from the output and neutral terminals of each UPS unit to the customer - supplied tie cabinet or load distribution panel. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 13. Proceed to paragraph 4.6.2. 14. Using hardware from the external wiring terminal hardware kit (see Table 3 -8 on page 3 -12), connect phase A, B, and C, and Neutral (if required) power wiring from output terminals and neutral terminals to the critical load. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 15. Proceed to paragraph 4.6.2. 4-8 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION AC Input to UPS Rectifier (A, B, C) (See Figure 4 -6 for detail AA.) AC Output to Critical Load (A, B, C) (See Figure 4 -6 for detail AA.) DC Input from Battery +(E4) (See Figure 4 -10 or Figure 4 -11 for detail BB.) Neutral (E12) DC Input from Battery — (E5) (See Figure 4 -10 or Figure 4 -11 for detail BB.) AC Input to UPS Bypass (A, B, C) (See Figure 4 -6 for detail AA.) A 0 A ISBM UPM 1 UPM 2 Figure 4 -5. UPS Power Terminal Locations — Common Rectifier Feed 4-10 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 0 AC Input to UPS Rectifier Neutral (E12) AC Input to UPS Bypass Phase A (E1) Phase B (E2) Phase C (E3) Phase C (E8) Phase B (E7) Phase A (E6) E3 OC E r B EI OA IIUI II ( I 1 , qiiii—pwrie 1 UPS SYSTEM INSTALLATION Ground Terminals o� (Ground terminal bus can be relocated below.) od 6 [12 NEUTRAL CB OC ET OB E6 OA a Figure 4 -6. UPS Power Terminal Detail AA — Common Rectifier Feed Phase C(E11) AC Output to Phase B E10 Critical Load Phase A(E9) Alternate Ground Terminal Bus Location EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-11 UPS SYSTEM INSTALLATION AC Input to UPM Rectifiers (A, B, C) (See Figure 4 -8 for detail AA.) AC Output to Critical Load (A, B, C) (See Figure 4 -8 for detail AA.) DC Input from Battery +(E4) (See Figure 4 -10 or Figure 4 -11 for detail B6.) Neutral (E12) DC Input from Battery — (E5) (See Figure 4 -10 or Figure 4 -11 for detail BB.) AC Input to UPS Bypass (A, B, C) (See Figure 4 -8 for detail AA.) A Figure 4 -7. UPS Power Terminal Locations — Separate Rectifier Feed 4-12 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPM Rectifier Input Terminal Block (See Figure 4 -9 for detail.) Neutral (E12) AC Input to UPS Bypass AC Input to UPM Rectifiers Phase C (E8) Phase B (E7) Phase A (E6) El 53 E2 El UPS SYSTEM INSTALLATION ° Ground Terminals (Ground terminal bus can be relocated below.) ° 0 r o 1 oEle0B E9.0 EAOC 1see E6 OA Phase A (E1) Phase B (E2) Phase C )E3) Figure 4 -8. UPS Power Terminal Detail AA — Separate Rectifier Feed 1—!1 1 E—I I-1 ®® ®® ®® t—i t—F r1 fmr-1 ®® ®® Figure 4 -9. UPM Rectifier Input Power Terminal Block Detail Phase C (E11) AC Output to Phase B E10 Critical Load Phase A(E9) Alternate Ground Terminal Bus Location UPM 4 (FI -UPM) — Plus 1 Model Only UPM 2 UPM 1 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-13 UPS SYSTEM INSTALLATION 4.6.2 Battery Power Wiring e CAUTION When sizing the battery system, do not exceed the internal battery charger capabilities. See Chapter 10, "Product Specifications," for maximum battery charger currents. To install wiring to connections: NOTE An installed FI -UPM is always designated as UPM 4. 1. If using a Powerware battery cabinet, proceed to Step 2; otherwise, proceed to Step 4. 2. Route and connect the battery cables between the UPS and battery cabinet or battery disconnect according to the instructions in the Powerware 9395 Integrated Battery Cabinet (Model IBC -L) Installation Manual, listed in paragraph 1.8 on page 1 -10. See Figure 4 -3 and Figure 4 -5 for wiring access information and terminal locations. 3. Proceed to Step 5. 4. Route and connect the battery cables between the UPS and battery system or battery disconnect. See Figure 4 -3 and Figure 4 -5 for wiring access information and terminal locations. 5. If wiring the UPS for a common battery, proceed to Step 6; if wiring for a separate battery, proceed to Step 8. 6. Connect the positive, negative, and ground DC power wiring from the battery cabinet or disconnect to the UPS cabinet battery and ground terminals. Use both sets of terminals shown in Figure 4 -10 as needed. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 7. Proceed to Step 9. 8. Connect the positive, negative, and ground DC power wiring from the battery cabinets or disconnects to the UPS cabinet battery and ground terminals. Use one set of terminals for each UPM as shown in Figure 4 -11. See paragraph 3.2.2 on page 3 -6 for wiring and termination requirements. 9. After wiring the UPS system to the facility power and critical load, be sure to ground the system according to local and /or national electrical wiring codes. 10. If wiring interface connections, proceed to paragraph 4.7; otherwise, proceed to Step 11. 11. When all wiring is complete, reinstall the safety shield panel removed in paragraph 4.6.1, Step 2 on page 4 -6. Secure with the retained hardware. 12. Reinstall the left front panel removed in paragraph 4.6.1, Step 1 on page 4-6 and secure with the retained hardware. 4-14 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION DC Input from Battery +(E4) DC Input from Battery — (E5) Figure 4 -10. UPS Power Terminal Detail BB — Common Battery EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-15 UPS SYSTEM INSTALLATION 111 1 603 Ec DC Input from Battery + )E4) (UPM 4 — FI -UPM) DC Input from Battery + (E4) )UPM 1) DC Input from Battery + (E4) (UPM 2) DC Input from Battery — (E5) (UPM 2) DC Input from Battery — (E5) (UPM 1) DC Input from Battery — (E5) (UPM 4 — FI -UPM) Figure 4 -11. UPS Power Terminal Detail BB — Separate Battery 4.7 Installing Interface Connections AHazardous voltages are present near the user interface terminal area if the UPS is not totally disconnected. WARNING Use the procedures in the following paragraphs to connect the TB1, TB1 Battery, TB2, and TB3 interface connections. 4.7.1 TB1, TB2, and TB3 Connections (Other than TB1 Battery Interface Connections) 0 NOTE When installing interface wiring for TB1, TB2, and TB3 connections, conduit must be installed between each device and the UPS cabinet. NOTE Interface wiring must be installed from the top of the UPS cabinet. To install wiring to connections: 1. Verify the UPS system is turned off and all power sources are removed. See Chapter 7, "UPS Operating Instructions," for shutdown instructions. 2. Unfasten the front door latch and swing the door open (see Figure 4 -2 on page 4-4). 4-16 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION 3. Remove the door. Remove the retaining screw located inside the door at the bottom hinge pivot point, then lift the door off. Retain the hardware for later use. 4. If installing interface wiring through the left interface entry conduit landing, proceed to Step 5; otherwise, proceed to Step 7. 5. If not already accomplished, remove one top screw and two bottom screws securing the UPS left front panel (see Figure 4 -2 on page 4 -4). Lift the panel straight up to remove it from the panel hanger bracket at the top of the cabinet. 6. Remove the screws securing the internal safety shield panel and remove the panel. Retain the hardware for later use. 7. Terminal block TB3 is accessible on the left side of the X -Slot communication bay. To gain access to terminal blocks TB1 and TB2 and the interface entry conduit landing plates, loosen the screws securing the small top internal safety shield panel and remove the panel. This panel is to the right of the X -Slot communication bay (see Figure 4 -12 on page 4 -18). 8. Remove the UPS cabinet top interface entry conduit landing plates to drill or punch holes (see Figure 4 -3 on page 4 -7). 9. Reinstall the interface entry plates and install the conduit. WARNING Do not directly connect relay contacts to the mains related circuits. Reinforced insulation to the mains is required. 10. To locate the appropriate terminals and review the wiring and termination requirements, see paragraph 3.2.3 on page 3 -16, Table 4 -1 on page 4 -19, and Figure 4 -12 through Figure 4 -15. 11. Route and connect the wiring. 12. If wiring TB1 battery interface connections, proceed to paragraph 4.7.2; if wiring the X -Slot connections only, proceed to paragraph 4.7.3; otherwise, proceed to Step 13. 13. Reinstall the small top internal safety shield panel and secure with the cabinet mounted screws. 14. Reinstall the front door removed in Step 3 and secure with the retained hardware. 15. Close the front door and secure the latch. 16. If removed, reinstall the safety shield panel removed in Step 6. Secure with the retained hardware. 17. If removed, reinstall the left front panel removed in Step 5 and secure with the retained hardware. EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-17 UPS SYSTEM INSTALLATION X -Slot Communication Bays (See Figure 4 -18 on page 4 -24 for detail.) TB3 (See Figure 4 -15 on page 4 -21 for terminal assignments.) 00000001 000000Q� • 0 TB1 and TB2 (See Figure 4 -13 for detail.) a s Figure 4 -12. Interface Terminal Locations 4-18 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com O UPS SYSTEM INSTALLATION Table 4 -1. TB1, TB2, and TB3 Interface Connections 1 REPO NC 2 REPO Return Input: Normally - closed dry contact used to activate UPS EPO from a remote switch. 3 REPO NO 4 REPO Return Input: Normally -open dry contact used to activate UPS EPO from a remote switch. 5 Battery Aux Input: Normally -open contact used to indicate when UPS battery breaker is open or 6 Battery Aux Common closed. 7 48 Vdc Battery Shunt Trip + 8 48Vdc BatteryShuntTrip- Output: Contacts used to open battery breaker or disconnect. 9 Output Contactor K3 NC Aux 10 Output Contactor K3 NC Aux Output: Normally - closed contact opens when output contactor closes. Common ermin' IT pti Pull Chain 2 Pull Chain Common Output: Backup control for parallel operation. 3 Alarm Relay NC 4 Alarm Relay Common Output: General purpose normally - closed (NC) relay contact. 5 Alarm Relay NO 6 Alarm Relay Common Output: General purpose normally -open (NO) relay contact. 7 Not Used 8 Not Used 9 Not Used 10 Not Used 1 Building Alarm 1 2 Building Alarm 1 Return Input: Programmable UPS alarm, activated by a remote dry contact closure. 3 Building Alarm 2 4 Building Alarm 2 Return Input: Programmable UPS alarm, activated by a remote dry contact closure. 5 Building Alarm 3 Default: Charger Off Input: Programmable UPS alarm, activated by a remote dry contact closure. Default function set for charger off. 6 Building Alarm 3 Return 7 Building Alarm 4 Default: On Generator Input: Programmable UPS alarm, activated by a remote dry contact closure. Default function set for on generator. 8 Building Alarm 4 Return 9 Building Alarm 5 Default: Maintenance Bypass 10 Building Alarm 5 Return Input: Programmable UPS alarm, activated by a remote dry contact closure. Default function set for maintenance bypass. NOTE "Return" indicates connection to electronics circuit ground. "Common" indicates connection to common side of isolated relay contact. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-18 UPS SYSTEM INSTALLATION X -Slot Communication Bays TB1 See Figure 4 -15 for terminal assignments. Tgy Figure 4 -13. Interface Terminal Detail Alarm Relay L - -J Alarm Relay NC Alarm Relay Common Alarm Relay NO Alarm Relay Common NOTE Alarm relay contacts have a maximum current rating of 5A and a switched voltage rating of 30 Vac and 28 Vdc. NOTE Alarm relay normally -open and normally- closed return terminals are separated on the terminal board but are electrically in common. NOTE Do not directly connect relay contacts to the mains related circuits. Reinforced insulation to the mains is required. NOTE Alarm relay wiring should be a minimum of 22 AWG. Figure 4 -14. Typical Alarm Relay Connection 4-20 EATON Powerwaree 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com TB1 TB2 TB3 10 10 UPS 10 UPS UPS SYSTEM INSTALLATION REPO NC REPO Return REPO NO REPO Return Battery Aux Battery Aux Common Battery Shunt Trip + Battery Shunt Trip — Output Contactor K3 NC Aux Output Contactor K3 NC Aux Common Pull Chain Pull Chain Common Alarm Relay NC Alarm Relay Common Alarm Relay NO Alarm Relay Common Building Alarm 1 Building Alarm 1 Return Building Alarm 2 Building Alarm 2 Return Building Alarm 3 Building Alarm 3 Return Building Alarm 4 Building Alarm 4 Return Building Alarm 5 Building Alarm 5 Return NOTE All building alarm inputs require an isolated normally -open or normally- closed contact or switch (rated at 24 Vdc, 20 mA minimum) connected between the alarm input and common terminal as shown. Building alarm inputs can be programmed for use with either normally -open or normally- closed contacts. All control wiring and relay and switch contacts are customer - supplied. NOTE The building alarms can be programmed to display the alarm functional name. NOTE A jumper wire must be connected between pins 1 and 2 on TB1, if the normally- closed REPO contact is not used. Figure 4 -15. Terminal Blocks TB1, TB2, and TB3 Connector Assignments EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-21 UPS SYSTEM INSTALLATION 4.7.2 TB1 Battery Interface Connections To install wiring to connections: 1. Verify the UPS system is turned off and all power sources are removed. See Chapter 7, "UPS Operating Instructions," for shutdown instructions. 2. Unfasten the front door latch and swing the door open (see Figure 4 -2 on page 4-4). 3. Remove the door. Remove the retaining screw located inside the door at the bottom hinge pivot point, then lift the door off. Retain the hardware for later use. 4. If installing interface wiring through the left interface entry conduit landing, proceed to Step 5; otherwise, proceed to Step 7. 5. If not already accomplished, remove one top screw and two bottom screws securing the UPS left front panel (see Figure 4 -2 on page 4 -4). Lift the panel straight up to remove it from the panel hanger bracket at the top of the cabinet. 6. Remove the screws securing the internal safety shield panel and remove the panel. Retain the hardware for later use. 7. To gain access to terminal blocks TB1 and the interface entry conduit landing plates, loosen the screws securing the small top internal safety shield panel and remove the panel. This panel is to the right of the X -Slot communication bays (see Figure 4 -12 on page 4 -18). 8. To locate the appropriate terminals and review the wiring and termination requirements, see paragraph 3.2.2 on page 3 -6, Table 4 -1 on page 4 -19, and Figure 4 -12 through Figure 4 -17. 0 NOTE When installing shunt trip and battery aux interface wiring to the UPS interface terminals, conduit must be installed between the UPS and battery cabinets or battery system. 9. Remove the UPS cabinet interface entry conduit landing plates to drill or punch holes (see Figure 4 -3 on page 4 -7). 10. Reinstall the interface entry plates and install the conduit. 11. If using a Powerware battery cabinet, proceed to Step 12; otherwise, proceed to Step 15. 12. Route the shunt trip and battery aux wiring from the battery cabinet or battery disconnect to the UPS cabinet. See Figure 4 -3 and Figure 4 -5 for UPS wiring access information and terminal locations. Refer to the Powerware 9395 Integrated Battery Cabinet (Model IBC -L) Installation Manual, listed in paragraph 1.8 on page 1 -10, for battery cabinet wiring access information and instructions. 13. Connect the wiring to TB1 terminals. 14. Proceed to Step 18. 15. Route the shunt trip and battery aux wiring from the battery cabinet or battery disconnect to the UPS cabinet. See Figure 4 -3 and Figure 4 -5 for UPS wiring access information and terminal locations. 16. Connect the wiring to the TB1 terminals. 4-22 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION 17. Reinstall the small top internal safety shield panel and secure with the cabinet mounted screws. 18. If wiring X -Slot connections, proceed to paragraph 4.7.3; otherwise, proceed to Step 19. 19. Reinstall the front door removed in Step 3 and secure with the retained hardware. 20. Close the front door and secure the latch. 21. If removed, reinstall the safety shield panel removed in Step 6. Secure with the retained hardware. 22. If removed, reinstall the left front panel removed in Step 5 and secure with the retained hardware. Battery Aux Battery Aux Common 48 Vdc Battery Shunt Trip + 48 Vdc Battery Shunt Trip — UPS Battery Disconnect NOTE Battery aux and DC shunt trip wiring should be a minimum of 18 AWG. Figure 4 -16. Typical Battery Interface Connection — Common Battery System Battery Aux Battery Aux Return 48 Vdc Battery Shunt Trip + 48 Vdc Battery Shunt Trip — UPS UPM 1 Battery Disconnect UPM 2 Battery Disconnect UPM 3 Battery Disconnect UPM 4 Battery Disconnect TB1 0-1 I ° I I- 5 0 6 0 I H I - ---. -I O o 0 7 8 O 48 Vdc ST ST ST ST o 0 NOTE Battery aux and DC shunt trip wiring should be a minimum of 18 AWG. Figure 4 -17. Typical Battery Interface Connection — Separate Battery System EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-23 UPS SYSTEM INSTALLATION 4.7.3 X -Slot Connections e X -Slot Communication Bay 1 X -Slot Communication Bay 3 NOTE LAN and telephone drops for use with X -Slot cards must be provided by the customer. NOTE When installing external wiring to X -Slot cards, conduit must be installed to the UPS cabinet. When installing internal wiring to X -Slot terminals, route the wiring through the internal opening in the X -Slot communication bay. For installation and setup of an X -Slot card, contact an Eaton service representative (see page 1 -10). To install wiring to connections: 1. If not already installed, install the LAN and telephone drops. 2. Unfasten the front door latch and swing the door open (see Figure 4 -2 on page 4-4). 3. Remove the UPS cabinet interface entry conduit landing plates to drill or punch holes (see Figure 4 -3 on page 4 -7). 4. Reinstall the interface entry plates and install the conduit. 5. Route and install the LAN, telephone, and other cables to the appropriate X -Slot cards. See Figure 4 -12 on page 4 -18 and Figure 4 -18 for X -Slot communication bay locations. 6. Close the front door and secure the latch. 7. Refer to the manual supplied with the X -Slot card for operator instructions. Figure 4 -18. X -Slot Communication Bays X -Slot Communication Bay 2 X Slot Communication Bay 4 4-24 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION 4.8 Installing a REPO Switch A latching -type Remote Emergency Power -off (REPO) switch can be used in an emergency to shut down the UPS and remove power to the critical load from a location away from where the UPS is installed. Figure 4 -19 shows a REPO switch. e NOTE Before installing a REPO switch, verify that the UPS was installed according to the instructions in paragraphs 4.2 through 4.7. NOTE When installing the REPO switch, you must install conduit between the device and the UPS cabinet for wiring the switch. NOTE Remove the UPS cabinet interface entry conduit landing plates to drill or punch holes (see Figure 4 -3 on page 4 -7). NOTE The REPO switch must be a normally -open or normally- closed latching -type switch not tied into any other circuits. NOTE This procedure is intended for installing the Eaton Corporation - supplied REPO switch. If installing another manufacturer's switch, use this procedure only as a guide. NOTE The REPO switch wiring must be in accordance with NEC Article 725 Class 2 requirements. To Install a REPO switch: 1. Verify the UPS system is turned off and all power sources are removed. See Chapter 7, "UPS Operating Instructions," for shutdown instructions. 2. Securely mount the REPO switch. Recommended locations include operator's consoles or near exit doors. See Figure 3 -7 on page 3 -5 for enclosure dimensions and wiring knockouts. 3. Unfasten the front door latch and swing the door open (see Figure 4 -2 on page 4-4). REPO Switch (Front View) (t9 s7 0 Contact Block (Back View, Faceplate Removed) Figure 4 -19. REPO Switch 4. Remove the door. Remove the retaining screw located inside the door at the bottom hinge pivot point, then lift the door off. Retain the hardware for later use. 5. If installing interface wiring through the left interface entry conduit landing, proceed to Step 6; otherwise, proceed to Step 8. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-25 UPS SYSTEM INSTALLATION 6. If not already accomplished, remove one top screw and two bottom screws securing the UPS left front panel (see Figure 4 -2 on page 4 -4). Lift the panel straight up to remove it from the panel hanger bracket at the top of the cabinet. 7. Remove the screws securing the internal safety shield panel and remove the panel. Retain the hardware for later use. 8. To gain access to terminal blocks TB1 and TB2 and the interface entry conduit landing plates, loosen the screws securing the small top internal safety shield panel and remove the panel. This panel is to the right of the X -Slot communication bays (see Figure 4 -12 on page 4 -18). 9. Remove the UPS cabinet interface entry conduit landing plates to drill or punch holes (see Figure 4 -3 on page 4 -7). 10. Reinstall the interface entry plates and install conduit. 11. To locate the appropriate terminals and review the wiring and termination requirements, see paragraph 3.2.2 on page 3 -6, Table 4 -1 on page 4 -19, and Figure 4 -12 through Figure 4 -15 starting on page 4 -21. 12. Route and connect the wiring as shown in Table 4 -2 and Figure 4 -20. 13. If the normally - closed REPO TB1 connection in the UPS is not used, connect a jumper wire between pins 1 and 2 on TB1. 14. If you are installing multiple REPO switches, wire additional switches in parallel with the first REPO. Table 4 -2. REPO Wire Terminations r o FrorEREPO'Station(s) To Customer Interface Switch Contact Block Terminal Board TB1 in Wire Size Tightening. Torque.. ;aa°".. (Either, Block). , UPS Cabinet 3 NO TB1 -3 Twisted Wires (2) 14-22 AWG 4 NO TB1 -4 (0.75-4.0 mm2) 7 Ib in (0.8 Nm) 4-26 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com REPO Switch (NO) UPS SYSTEM INSTALLATION NOTE REPO switch rating is 24 Vdc, 1A minimum. NOTE The REPO switch must be a latching -type switch not tied to any other circuits. NOTE REPO normally -open and normally- closed return terminals are separated on the terminal board but are electrically in common. Figure 4 -20. Normally -Open REPO Switch Wiring 15. If required, install wiring from the REPO switch to the trip circuitry of the upstream protective devices. A second contact block is provided on the REPO switch for this function (see Figure 4 -19). The REPO switch wiring must be in accordance with NEC Article 725 Class 2 requirements. 16. Reinstall the small top internal safety shield panel and secure with the cabinet mounted screws. 17. Reinstall the front door removed in Step 4 and secure with the retained hardware. 18. Close the front door and secure the latch. 19. If removed, reinstall the safety shield panel removed in Step 7. Secure with the retained hardware. 20. If removed, reinstall the left front panel removed in Step 6 and secure with the retained hardware. Figure 4 -21 shows the wiring connections if the normally - closed REPO contacts are used and Figure 4 -22 shows alternative methods of connecting a REPO switch if using another manufacturer's switch. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-27 UPS ,SYSTEM INSTALLATION REPO Switch (NC) 1Q 0 0 2Q Twisted Wires O 1 (NC) Q 2 (Return) UPS TB1 Q 3 (NO) O 4 (Return) NOTE REPO switch rating is 24 Vdc, 1A minimum. NOTE The REPO switch must be a latching -type switch not tied to any other circuits. NOTE REPO normally -open and normally- closed return terminals are separated on the terminal board but are electrically in common. REPO Switch (NC) REPO Switch (NO) Figure 4 -21. Normally - Closed REPO Switch Wiring • • • Twisted Wires 1 (NC) 2 (Return) UPS TB1 3 (NO) 4 (Return) NOTE REPO switch rating is 24 Vdc, 1A minimum. NOTE The REPO switch must be a latching -type switch not tied to any other circuits. NOTE REPO normally -open and normally - closed return terminals are separated on the terminal board but are electrically in common. Figure 4 -22. Normally - Closed and Normally -Open REPO Switch Wiring 4-28 EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com • UPS SYSTEM INSTALLATION 4.9 Installing Options, Accessories, and Distributed Bypass Control Wiring To install options, accessories, and distributed bypass control wiring, see Chapter 5, "Installing Options and Accessories." 4.10 Initial Startup Startup and operational checks must be performed by an authorized Eaton Customer Service Engineer, or the warranty terms specified on page W -1 become void. This service is offered as part of the sales contract for the UPS. Contact an Eaton service representative in advance (usually a two -week notice is required) to reserve a preferred startup date. 4.11 Completing the Installation Checklist The final step in installing the UPS system is completing the following Installation Checklist. This checklist ensures that you have completely installed all hardware, cables, and other equipment. Complete all items listed on the checklist to ensure a smooth installation. Make a copy of the Installation Checklist before filling it out, and retain the original. After the installation is complete, an Eaton Customer Service Engineer must verify the operation of the UPS system and commission it to support the critical load. The service representative cannot perform any installation tasks other than verifying software and operating setup parameters. Service personnel may request a copy of the completed Installation Checklist to verify all applicable equipment installations have been completed. 0 NOTE The Installation Checklist MUST be completed prior to starting the UPS system for the first time. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-29 UPS YSTEM INSTALLATION Installation Checklist ❑ All packing materials and restraints have been removed from each cabinet. ❑ Each cabinet in the UPS system is placed in its installed location. ❑ A cabinet grounding /mounting kit is installed between any cabinets that are bolted together. ❑ All conduits and cables are properly routed to the UPS and any ancillary cabinets. ❑ All power cables are properly sized and terminated. ❑ Neutral conductors are installed or bonded to ground per requirements. ❑ Battery cables are terminated on E4 ( +) and E5 ( —). ❑ Battery aux contact signal wiring is connected from the UPS to the battery disconnect. ❑ Battery shunt trip signal wiring is connected from the UPS to the battery disconnect. (OPTIONAL) ❑ LAN and telephone drops are installed. ❑ All telephone and LAN connections have been completed. ❑ A ground conductor is properly installed. ❑ Air conditioning equipment is installed and operating correctly. ❑ The area around the installed UPS system is clean and dust -free. (Eaton recommends that the UPS be installed on a level floor suitable for computer or electronic equipment.) ❑ Adequate workspace exists around the UPS and other cabinets. ❑ Adequate lighting is provided around all UPS equipment. ❑ A 120 Vac service outlet is located within 7.5 meters (25 feet) of the UPS equipment. ❑ The REPO device is mounted in its installed location and its wiring is terminated inside the UPS cabinet. ❑ The normally - closed (NC) Emergency Power -off contact (pins 1 and 2 on TB1) is jumpered if not used. ❑ Alarm relays and building alarms are wired appropriately. (OPTIONAL) ❑ A remote battery disconnect control is mounted in its installed location and its wiring is terminated inside the UPS and battery cabinet. (OPTIONAL) ❑ Accessories are mounted in installed locations and wiring is terminated inside the UPS cabinet. (OPTIONAL) ❑ The debris shields covering the UPS cabinet ventilation grills are removed. ❑ Startup and operational checks are performed by an authorized Eaton Customer Service Engineer. 4-30 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com UPS SYSTEM INSTALLATION Distributed Bypass Installation Checklist ❑ Each cabinet in the distributed bypass system is placed in its installed location. ❑ All conduits and cables are properly routed to the UPS cabinets and to the tie cabinet or distribution panel. ❑ All power cables are properly sized and terminated. ❑ Neutral conductors are installed or bonded to ground as per requirements. ❑ A ground conductor is properly installed. ❑ Controller Area Network (CAN) wiring between the UPS cabinets is properly installed. ❑ Pull -chain wiring between the UPS cabinets is properly installed. ❑ Adequate workspace exists around the UPS cabinets, the tie cabinet, and other cabinets. ❑ Startup and operational checks are performed by an authorized Eaton Customer Service Engineer. EATON Powerware® 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com 4-31 UPS VSTEM INSTALLATION 0' Notes 4-32 EATON Powerwareo 9395 UPS (450 -550 kVA) Installation and Operation Manual • 164201701 Rev 2 www.powerware.com • •1 March 25, 2010 Al Metzler Jaimie Reavis City of Tukwila RE: Correction Letter #1 forD10 -0057. Al and Jaimie, burgess design interiors 0 architecture Please find the attached letter an aid in accessing our corrections to the design of the Digital Forest tenant improvement. Below is a summary of our revisions which include both the correction and some client driven changes. Fire Department Corrections - 1. The UPS must comply with IFC 608. We have created a separate set of notes specifically addressing the nine sections of this portion of the code. You will find this on sheet A.2A.1. Planning Department Corrections - 1. Planting specifications shall match the information provided by Sabey on 040110. This information has been placed do the drawings. See sheet G.0.2. We have also placed a clarification on sheet G.0.3. Thank you and please call me if you have any questions. Sincerely, q?".9zre-- Kip Kolodziejski, Burgess Design, Inc. CORRECTION LTR #a.� p10- os7 RECEIVED APR 14 2010 PERMIT CENTER 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net April 5, 2010 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Kip Kolodziejski 1326 5 Ave, Ste 500 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D10 -057 Digital Forest —12101 Tukwila International Bl Dear Mr. Kolodziejski, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire and Planning Departments. At this time the Building and Public Works Departments have no comments. Fire Department: Alan Metzler at 206 575 -4407 if you have questions regarding the attached memo. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, enn6fer Marshall it Technician encl File No. D10 -057 W:\Pennit Center\Correction Letters \2010\D10 -057 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: March 22, 2010 Project Name: Digital Forest Address: 12101 Tukwila Intl BL Permit #: D10 -057 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. The battery systems must comply with International Fire Code Section 608. Please incorporate compliance with each item of section 608 on the drawings. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS April 5, 2010 Kip Kolodziejski, Burgess Design D10-057 12101 Tukwila International Blvd Please review the following comments listed below and submit your revisions accordingly. 1. The plantings shown on sheet G.0.2 do not match those shown on the colored rendering provided to Tukwila on April 1, 2010. The trees on Sheet G.0.2 are evergreens, while those shown on the colored photo rendering look to be deciduous. A combination of tall - growing shrubs and evergreen and deciduous trees and groundcover, consistent with the landscaping on the rest of the Intergate West site, should be used to effectively screen the generator. Please revise the planting plan shown on sheet G.0.2 to correctly reflect the different plantings to be used, as well as their quantity and spacing. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. • PLAN PFi • TING SLIP ACTIVITY NUMBER: D10 -057 DATE: 04 -14 -10 PROJECT NAME: DIGITAL FOREST SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Are Prevention Structural n C, Planning Division Permit Coordinator LittO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04 -15-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: DUE DATE: 05-13-10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -057 DATE: 02/26/10 PROJECT NAME: DIGITAL FOREST SITE ADDRESS: 12101 TUKWILA INTERNATIONALB L X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTM NTS: .3 -9`( ui ding Division II 10uW\ si c Work / —to AK APv%Vek LM1&k 'Fire Prevention Planning Division Structural UPermit Coordinator o (tc C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete INa- Comments: Incomplete ❑ DUE DATE: 03/02/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/30/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) K- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: VAtk74-i I 1O Departments issued corrections: Bldg ❑ Fire PIng14 PW ❑ Staff Initials: Documentshouting slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 41 k � 0 Plan Check/Permit Number: D10-057 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: • Digital Forest Project Address: 12101 Tukwila International Bl Contact Person: 14-10 k O '-002 -4 e-,311(.4 Phone Number: 'Zato - 5'67 1; Summary of Revision: PA.* 42-e. Ft A4 %T Corr( cA..r- P(u,., Itid.► A-00 No t.c) l„ At A- I e/- V C ", NN. �y C r -E- ?fL�n J (41 � p1A-A- S c cc-4" ^,i WV OF TUKWILA APR 14 2010 Sheet Number(s): A Lai , r-. C • its "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on L& t 1-H eamer mums \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prrr Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name France Construction Llc UBI No. 602580585 Phone 4258020962 Status Active Address 11712 Ne 107Th PI License No. FRANCCL944CH Suite /Apt. License Type Construction Contractor City Kirkland Effective Date 2/8/2006 State Wa Expiration Date 2/8/2012 Zip 98033 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ELITEC *954KD Elite Carpentry Construction Contractor Cabinet And Millwork Dry Wall 5/4/2005 5/4/2007 Expired Business Owner Information Name Role Effective Date Expiration Date France, Noah Agent 02/08/2006 Amount France, Noah Partner /Member 02/08/2006 C115G5606 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG5606 02/07/2006 Until Cancelled $12,000.00 02/08/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 CBIC C115G5606 02/07/2008 02/07/2011 $1,000,000.00 01/04/2010 1 CBIC C11565606 02/07/2006 02/07/2008 $1,000,000.00 01/18/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 04/30/2010 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR . APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT. APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING `BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DEUVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR. DEUVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. . 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE .USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT; SITE, CONDITIONS, ` NOISY WORK,, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION ` OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS,: ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT AV BLDG BOT CAB CL CLG CLR - ACOUSTICAL CEILING TILE - AUDIO VISUAL - BUILDING . - BOTTOM - CABINET - CENTER LINE - CEILING - CLEAR COL - COLUMN CONC - CONCRETE CONF - CONFERENCE DEMO - DEMOUTION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF - DIFFUSER DIM - DIMENSION DTL - DETAIL DW - DISHWASHER DWG - DRAWING EA - EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ - EQUAL EQUIP EQUIPMENT EXT - EXTERIOR FA FD FE FEC FFE FIN FLUOR FLR FO FOIL • • - FIRE ALARM - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION FINISH FLUORESCENT., FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 14.: ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEIUNG TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED. BEFORE HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL. CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING; BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH. MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR. TO INSTALLATION.. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE. A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. PLANNING APPROVED No changescan be made. to these plans without approval from the Planning` Division of OCD Approved By:, J IIkI . Date :, gl -17.-1 SYMBOLS FURNISHED BY TENANT, INSTALLED STOR - BY CONTRACTOR FURR - FURRING STRUC - GA - GAUGE SYMM - GC, - GENERAL CONTRACTOR TBD - GL ••GLASS TEL - GWB GYPSUM WALLBOARD TEMP - HC - HANDICAPPED MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART. PERF PERIM PERP PLAM PLYWD QTY RA RCP REC REF REFR REL - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - . PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING • PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE REV - REVISION' OR REVISED RM - ROOM RO - ROUGH OPENING RTD - RATED SCHED - SCHEDULE SF - SQUARE FEET /FOOT SHT - SHEET SIM. • - SIMILAR SPEC..: - SPECIFICATION SPKLR.. SPRINKLER SPKR SPEAKER SQ SQUARE STD STANDARD STL ' - STEEL. STORAGE` . PROJECT ADDRESS: DIGITAL FOREST 12101 TUKWILA INTERNATIONAL BLVD., SUITE 410 SEATTLE, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: Al . FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' SUPPORTS ELECTRONIC DATA PROCESSING. ROOM IS UNOCCUPIED. 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: NOT RATED PER SUBSTITUTE 5. EXITS:. APPROXIMATE AREA OF CONSTRUCTION: 454 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: 454 SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: UNOCCUPIED NUMBER OF EXITS REQUIRED: 1 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 6. PROJECT DESCRIPTION: INTERIOR TENANT IMPROVEMENT THAT CHANGES TWO PARKING SPACES INTO A UPS ROOM (S -2 TO B) IN AN EXISTING PARKING GARAGE & REMOVES FOUR PARKING SPACES AT THE EXTERIOR OF THE BUILDING TO PLACE AN EMERGENCY GENERATOR FOR TENANT'S USE. STRL - STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED HDW HM HR INCL INFO INSUL LAV - HARDWARE - HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION INSULATION - LAVATORY LF - LINEAR FOOT MATL - MATERIAL MAX - MAXIMUM MDF = MEDIUM DENSITY FIBERBOARD THK - TO - TOS -, TYP - UON - UPS VCT VIF W/ WC WD - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD W/0 - WITHOUT FILE COPY Permit No. bO' OS 7 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledg2:fa: Y Date: '/ c-e2 City Of Tukwila BUTLDTN(� n7' FT�Tf� DEFINITIONS AND DIMENSIONS ELEVATION . REFERENCE SYMBOL U DETAIL ID D. SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: L ANGLE © AT CL CENTERLINE INDICATES FINISHED SURFACES TO ALIGN DRAWING . TITLE BAR t TITLE 0 3' DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR ,�- ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER A. DEFINITIONS; 1. "TYPICAL" OR "rip" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1 DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE • SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. is SEPARATE PERMIT REQUIRED FOR: Mechanical l lectrical erlumbing f as Piping City of Tukwila IL ;I; r I^ DIVISION TENANT: DIGITAL FOREST 12101 TUKWILA INTERNATIONAL BLVD., TUKWILA, WA 98168 Tel: 206.383.1630 Fax: 206.838.3749 ATTN: KEVIN TEKER ARCHITECT /DESIGNER: BURGESS DESIGN GROUP 1326 FIFTH AVE., SUITE 500 SEATTLE, WA 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI• BUILDING MANAGER: SABEY CORPORATION - 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 -5121 Tel: 206.281.4200 Fax: 206.436.0920 ATTN: KEN STICKLEY STRUCTRUAL ENGINEER: ENGINEERS NORTHWEST #401 6869 WOODLAWN AVE. N.E., # 205 SEATTLE, WA. 98115 TEL: 206.525.7560 FAX: 206.522.6698 ATTN: DALE KAEMINGK GENERAL CONTRACTOR: FRANCE CONSTRUCTION INC. 11712 NE 107TH PLACE KIRKLAND, WA 98033 TEL: 425.802.0962 FAX: 425.650.6899 0 ATTN: NOAH FRANCE PLUMBING ENGINEER, MECHANICAL ENGINEER, ELECTRICAL ENGINEER, & FIRE /LIFE SAFEY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL N0. INTERGATE WEST NEW LQT.0 COMMENCING AT A POINT ON THE NORM LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, WIUAIETIE MERIDIAN, KING COUNTY, WASHINGTON THAT IS S 89'16'35' E 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE S 2413'53` E 567.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 66'35'01' E 120.47 FEET; THENCE N 20'23'23' W 27.58 FEET; THENCE N 6532'34' E 165.00 FEET TO A POINT ON THE WESTERLY. RIGHT -OF WAY LINE OF PRIMARY STATE HIGHWAY NO. 1. (SR 99) SOUTH 118M ST.` TO JCT. SS.H. NO. 1 -K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 2427'26' E 110.84 FEET; THENCE FOLLOWING. SAID. WESTERLY RIGHT -OE -WAY LINE N 65'32'34' E 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY UNE `S 24'27'26' E 200.00 FEET; THENCE FOLLOWING. SAID WESTERLY. RIGHT -OF -WAY UNE N 6532'34' E 20.00 FEET, . THENCE FOLLOWING. SAID WESTERLY RIGHT-OF-WAY UNE S 24'27126'. E 126.00 FEET, THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY UNE ALONG THE ARC OF A 2805.00 -FOOT RADIUS NON- TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 6532'34' W),' THROUGH A CENTRAL ANGLE OF 012'181 A. DISTANCE OF 10.03 FEET;. THENCE S 6530'25'.. W 199.33 FEET: THENCE S 22'47'01 - -W 21:44 FEET; THENCE S 63'32'48' W 6213. FEET; THENCE S 65'46'07' W 58.17 FEET; THENCE N. 2413'53' W 402.19 FEET THE TRUE POINT OF BEGINNING. SITUATE IN THE CRY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 129,298 SQUARE FEET OF LAND FIBRE OR LESS. di a[. crest Tenant: • 0 DIGITAL FORREST 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 A Tenant Improvement for. SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 burgess design interiors Q architecture 1326 Fifth Avenue Suite 500 • Scathe. WA 98101 TEL; 206587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Approved by: Date: . DRAWING INDEX `DRAWING ISSUED 0 rn CN 0 N 0 0 CD CN N 0 0 M GENERAL a X X X X X X X X X X X X X X X X G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 LAND USE ISSUES. NOISE & PARKING. PARTIAL SITE PLAN G.0.3 ELEVATIONS & PLANS ARCHITECTURAL / INTERIORS X X X X A.2A.1 CONSTRUCTION PLAN /LIGHITNG & ELECTRICAL PLAN / EQUIPMENT PLAN X X X X A.9.1 DOOR SCHEDULE / DETAILS SITE PLAN NOT A LEGAL SURVEY REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan ^tfrmi?`.I and may include additional ply n NTS AREA OF WORK i- - KEY PLAN FLOOR PLATE "2 TUKWILA INTERNATIONAL BLVD. AREA OF WORK - SEE SHEET G.0.2 & G.0.3 IEWED FOR E COMPLIANCE. APP t WFD APR 2 9 2010 4-s 1242 City of Tukwila BUILDING nlvIRlnN DIGITAL FOREST 12101 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98168 454 SQUARE FEET P -2 LEVEL RECEIVED APR 14 2010 PERMIT CENTER CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT.. Professional seal 7198 REGISTERED ARCHITECT . KOLODZIEJSKI ATEOF WASHINGTON No. Issue Description CHECK SET PERMIT SET REVISED PERMIT SET CORRECTION Date 1/29/10 2/5/10 2/26/10 4/13/10. /N Drawn by: LH Project No: 10.SB03.00 Reviewed by: KK COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. . 3. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED. OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS: . 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE : WITHOUT. THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED: 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGU CATIONS. 10. ALL ELECTRICAL PLUMBING AND. MECHANICAL MATERIAL.. INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS.. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL ONES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION 11 - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL. VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABUNG TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEIUNG, WALL OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1.. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL- S. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS, 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (8011-1 SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR • EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPUCATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 08810 GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF. GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) REUTE SHALL BE PREMIUM POUSHED FINISH. DMSION IX - FINISHES, 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE. LENGTH WITH NO PIECE. LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'• 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE- STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE UGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -8 "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN . AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). . 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING • FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. . 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: . GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR. FRAMES IN STOCK W APPUCABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL .CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI-EXPOSED. 10. PRIOR TO RECEIVING FINISH, . ALL. SURFACES SHALL. BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE, PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRAT1NG WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE- RATED WALLS SHALL BE PROTECTED BY APPLICABLE ARE -RATED ASSEMBUES AND MATERIALS. 09500 - CEILING SUSPENSION SYSTEMS 1. PROVIDE NEW CEIUNG TILE, CEIUNG GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEIUNGS AS INDICATED ON DRAWINGS. . 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEIUNG WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING. CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN. THE CEILING. AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEIUNG TILE, LION. 6. All MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A. TOLERANCE OF 1/8 IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO AUGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BONDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL. 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL. CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE UNE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPUCABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. i 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR- FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18 AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. . 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL . ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABUNG, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEIUNGS. CABUNG FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE.. SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS J -BOX. LOCATIONS CONNECTIONS AND WALL • di itaL forest Tenant: . DIGITAL FORREST • 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 . burgess design I interiors 0 architecture 1326 Firth Avenue Suite 500. Seattle. WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND ALL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO. RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. . 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR. FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBIUTY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING T1LE, UON. 4. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT. FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. Professional seal 7196 REGISTERED ARCHITECT P G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description CHECK SET PERMIT SET REVISED PERMIT SET CORRECTION 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING- HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFELY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO . FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. Date 1/29/10 2/5/10 . 2/26/10 4/13/10 10. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 11. PROVIDE, ALTER OR VERIFY, ALL EMERGENCY-DOT LIGHTING AND ACCESS, PATHWAY UGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENT IIEVIEWED FOR CODE COMPLIANCE APP f V D Mr 2 2CA City of Tukwila BUILDING DIVISION RECEIVED APR 14 2010. PERMIT CENTER Drawn by: LH Project No: 103E303.00 Reviewed by: KK PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 4 STORY BUILDING PARKING CALCULATIONS SUITE # /NAME SQUARE FOOTAGE OCCUPANCY TYPE REQUIRED # OF STALLS SUITE 100 /MZIMA 16,236 SQFT. B -OFFICE 51 SUITE 210/VOLT 3,920 SQFT. B -OFFICE 12 SUITE 220/VACANT 1,353 SQFT. B -OFFICE SUITE 230 /KOREAN AIRLINES 1,439 SQFT. B -OFFICE SUITE 240 /FORTRESS OFFICE 1,948 SQFT. B -OFFICE B -OFFICE t30' -0" ±6' -6" cV SUITE 250 /MZIMA, DATA SPACE 6,321 SQFT. (ASSUME WORST 21 SUITE 300 /MED, DATA SPACE 14,384 SQFT. B -OFFICE cAS )ME WORST 45 SUITE 410 /DIGITAL FOREST, DATA SPACE 6,321 SQFT. B -OFFICE c(ASSUME EWORST 21 SUITE 420 /DIGITAL FOREST 4,327 SQFT. B -OFFICE 15 TOTAL # OF EXISTING PARKING STALLS 757 TOTAL # OF REQUIRED PARKING STALLS 183 TOTAL # OF REMOVED PARKING STALLS NOTE . WITH THE ADDIiTON OF THE NEW UPS ROOM & THE GENERATOR, SIX PARKING STALLS WILL BE LOST. IN THE CALCULATIONS PROVIDED ABOVE, THERE ARE STILL BE ENOUGH PARKING STALLS PROVIDED TO MEET CODE REQUIREMENTS. PARKING STALL COUNT PROVIDED TO BURGESS DESIGN BY SABEY RECORDS SEE ATTACHED SHEET. PARKING STANDARDS PER ' FIGURE 18 -7 TUKWILA CODE. NOISE CALCULATION` PROPERTY LINE DBA LEVEL CALCULATED TO BE 67 DBA AT CLOSEST POINT TO PROPERTY LINE. Ell Nil IIIIM M11111111111■1 111111 N1111111111•111111111 MO IN 1•11•111•111111111 UM NI 111=111111111111•11 III LANSCAPING NOTES ;X '' "a �w `` v ��t,�5 `A�Yg �a LANDSCAPING IS A BUILDING REQUIREMENT AND NOT A CODE REQUIREMENT. �ri �/ �S tNdle, >'e( bre , R�.mavL p{-� !_ulf�C.2tti pla„,�, CONTRACTOR SHALL PROVIDE ALL NECESSARY DEMOLI11ON & TRENCHING FOR INSTALLA11ON. SEE STRUCTURAL cis b�l DRAWINGS. FOR BACK FILL INFORMATION. NEW LANDSCAPING TO INCLUDE NEW PLANTS, STRAINERS, DRIP IRRIGATION, VALVE BOX, TOPSOIL, BARK, ETC. LANDSCAPE LABOR (MAN HOURS) - INSTALL 3 WAY TOPSOIL, PLANT MATERIAL AND BARK. 28 1,316.00T TOPSOIL 3 -WAY (CU. YD.) 3 YARDS (DELIVERED) 7 420.002 1 BARK (CU. YD.) - DELIVERED DARK FINE 1.5 60.00T J CARPINUS BETULUS 'FASTIGIATA" (HORNBEAM) 3" CALIPER - BRANCHING BEGINS AT 1' FROM GROUND. TREES WILL BE 6' ON CENTER o A�'b vivS tl►crac�o 5 995.00TThv o cc +du l�'S CEm s'•rt�(C{ Gre�i <I✓b .e) — c alloy, -- I baw l eu ch fi'ee . - 5 GALLON - 3 BETWEEN EACH TREE. NONE PLANTED ON ENDS 12 359.40T } KINNIKINNICK 1 GAL 2 PLANTED ALONG PARKING LOT SIDE OF HORNBEAMS AND 41:F0-1-1-.13 '-}� �A�'INivS Swat() Greet& A nrAt .e 0 k c�a. -1L4t -p 1 S cure d 4vere� Tv. 5 i f e, ail 4144 i h $ped 8- V t2 do - //141,4- , -iv ac /Ye 5 zeiv,' frtli dt eatc vat sa ' to GENERATOR SPECIFICATIONS FROM TENANT STATES THAT GENERATOR DBA IS 75 AT 25 FEET FROM GENERATOR. NOISE REDUCTION: REDUCES 6 DBE BY DOUBLING THE DISTANCE. 75 -8 = 67 DBE AT PROPERTY LINE PER TUKWILA CODE 8.22.040 MAXIMUM PERMISSIBLE SOUND LEVEL IS 70 DB(A) IN INDUSTRIAL ZONE. r i d digitat.forest Tenant: . DIGITAL FORREST 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 burgess design interiors 0 architecture 1326 Firth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 M reproduction & intellectual property rights reserved c 2010 GENERATOR PARTIAL SITE PLAN yr = 0" 8 16' 24' KEYED SHEET NOTES 1O FOR ALL NEW CONCRETE INFORMATION REFER TO ENW STRUCTURAL PLANS. 4:::' NEW CONCRETE CURB - MATCH EXISTING. O3 LANDSCAPING REQUIRED BY SABEY NOT CITY - VERIFY ALL CONDMONS WITH BUILDING MANAGEMENT. 4K STAIR IS PART OF GENERATOR ASSEMBLY ALREADY OWNED BY TENANT. 5O DEMOLISH PORTION OF CURD NEEDED FOR NEW CURB. O LANDSCAPING TREES PER NOTES ABOVE. PROVIDE 5 EQUALLY SPACED TREES. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 0 0 0 GENERATOR: (USED) CUMMINS/ DIESEL GENERATOR SET/ MODEL] 500 DFED / 500 kW, 625 kVA STANDBY/ 60" WX 78" H X 160" L / 11,400 LBS. SE SPECS FOR ADDmONAL INFORMATION INCLUDING SAFETY FEATURES. ENCLOSURE: (USED) CUMMINS QUIETSTE ENCLOSURE F202, F205 GENERATOR FUEL TANK: 2000 GALLON GENERATOR IS FOR EMERGANCY USE & RUNS REGULARLY FOR. TESTING ONLY. PROVIDE NFPA PLACARD FOR DISEAL FUEL ON GENERATOR COVER. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2010 City of Tukwila BUILDING nivIRInN RECEIVED APR 14 2010 PERMIT CENTER 0 \oo t'l 5D° Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date CHECK SET PERMIT SET REVISED PERMIT SET 1/29/10 2/5/10 2/26/10 4/13/10 CORRECTION Drawn by: LH Reviewed by: KK Project No: 10.SB03.00 LAND USE -NOISE & PARKING & PARTIAL SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 MOM _L I■11 Ming 4 l 1 1 O O 0 r I -H . forest Tenant: DIGITAL FORREST 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 PECS. AREA OF WORK EAST ELEVATION 16' 32' 48' 1/16"= '-0" PARTIAL EAST ELEVATION OUTLINE. OF EQUIPMENT BEYOND LANDSCAPING ALL LANDSCAPING REQUIREMENTS BY BUILDING MANAGEMENT:<: TREES COME OUT OF AUTOCAD `CLIP ART FILES AND ARE NOT INDICATIVE OF ACTUAL LANDSCAPE SPECIFICATIONS OR RENDERING SUBMITTED TO CITY ON 4/1/10. BY BUILDING OWNER.. 0 12' 1/4"= —On __t w.• t•.• a•.... �... aw.. a•. aa•.. a�... a..... a•.. t•. aaw .�t�..a•..aw..a�.�aw•.�a•�aa•�_ t�.� CCCC CCCC CC cccccccccc�c ccccc vallIk■revo■.-±..111.110111116••11111148•WIDIInloonoolllelowneelensollilltessoS11141111on etas 81111.41,110'. 000000 0000000 000000 000000(1 OVERALL SITE PLAN 0 16' 24' TIt) N.T.S. REVItvvtu r`OA CODE COMPLIANCE PP 'QED APR 2 d 2010 City of Tulrila BUILDING DIVISION ECEIVED APR 14 2010 PERMIT CENTER A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 burgess design I interiors 0 architecture 1325 Fifth Avenue Suite 500. Sea llle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description CHECK SET PERMIT SET REVISED PERMIT SET CORRECTION Date 1/29/10 2/5/10 2/26/10 4/13/10 Drawn by: LH Project No: 10.SB03.00 Reviewed by: KK ELEVATIONS & PLAN Original 'drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 UPS ROOM CONSTRUCTION PLAN Nir 8' 16': 24' UPS ROOM LIGHTING /ELECTRICAL /EQUIPMENT PLAN =� 16' 24' CONCRETE SEALER SPECIFICATIONS SYMBOL LEGEND EXISTING WALLS & CEILINGS AT FLOOR P -2: 1. SEAL AIL CONCRETE CEILING & WALLS WFFH CONVERGENT PENTRA -SIL 244+. 2. PREPARE SURFACE AS DESCRIBED BY MANUFACTURE. 3. PRODUCT HAS CLEAR FINISH. EXISTING FLOOR AT P -2: 1. PROVIDE NEW FLOORING OF CROSSFEILD DEX -O -TEX CHEMINENT HD EPDXY FLOOR SYSTEMS 1/8" FLOOR VAPOR CONTROL PRIMER 200. 2. CROSSFIELD DEX -O -TEX SC MEMBRANE AS CRACK MmGATION. 3. CROSSFIELD DEX -O -TEX CHEMINENT HD SLURRY AS BODY/WEAR LAYER WITH GREY TOP COAT. 4. PROVIDE INTEGRAL COVE BASE 6" UP SIDE OF ROOM EXCEPT AT DOOR. 5. PREPARE SURFACE AS DESCRIBED BY MANUFACTURE. 6. TO REMOVE BROOM FINISH FOR SMOOTHER SURFACE CONTRACTOR SHALL SHOT BLAST WITH 280 /360 STEEL BALL BEARINGS ALL OF FLOOR SURFACE & MECHANICALLY GRIND OTHER AREAS NOT ACCESSIBLE BY SHOT BLAST. 7. BOX OUT CONTROL JOINTS & REPLACE WI1N ELASTOMERIC COVER. 8. FILL ALL CRACKS 1/8" OR LARGER. . 9. PRODUCT HAS A GREY FINISH. EXISTING FLOOR ON P -1: 1. PROVIDE NEW FLOORING OF AQUAFIN -PDS CEMENTTONS DECK COATING. 2, PREPARE SURFACE AS RECOMMENDED BY MANUFACTURE. 3. PRODUCT HAS A GREY FINISH. NOTE: INSTALL ALL PRODUCTS TO MANUFACTURES SPECIFICATIONS. SUBSTITUTIONS ACCEPTABLE WITH TENANTS WRITTEN PERMISSION. CONTRACTOR SHALL RESTRIP PARKING AT P1 AFFECTED BY NEW WATERPROOFING - MATCH EXISTING. 0 ALL WATERPROOFING SHALL BE, PERFORMED TO THE EXTENTS OF THE UPS ROOM. P -1 WATERPROOFING SHALL; BE DIRECTLY OVERHEAD PLUS 12' MORE AT OPEN PARKING AREAS. Al VPS FIRE DEPT. CORRECTIONS NEW UPS SYSTEM PROPOSED FOR THIS PROJECT HAS AN ELECTROLYTE STORAGE CAPACITY GREATER THAN THE LIMITS SET FORTH IN IFC 608.1. THE PROPOSED PROJECT WILL PROVIDE THE FOLLOWING SAFETY FEATURES AS STIPULATED IN THIS CODE SECTION. CONTRACTOR WILL PROVIDE ALL OF THE FEATURES LISTED BELOW. THE BATTERY IS OF THE VALVE. REGULATED LEAD ACID RECOMBINANT TYPE. UST BELOW IS ALSO HOW THE DESIGN MEETS THE REQUIREMENTS. INFORMATION IN ITALICS COMES DIRECTLY FROM THE UPS MANUFACTURER (DON JOHNSON, SALES APPLICATION ENGINEER, EATON /POWERWARE, 425 - 644 - 6216.) 608.2 (INCLUDING 608.2.2): ALL VRLA BATTERY DESIGNS MEET THIS REQUIREMENT. IT'S A STANDARD ITEM IN THE DESIGN. THE IEC 896 -Z HAS STRONGER REQUIREMENTS THAN THE CODE GENERALLY REQUIRES. THE IEC ITEM. IS LISTED ON THE BATTERY DATA SHEET AND n. ALSO MAKE NOTE OF UL924 AND THE MATERIAL IS DESIGNED AROUND THE UL 94 H8 & UL94 -VO DESIGN NEEDS. 608.3 THERMAL RUNAWAY: 1) THE BATTERY MANAGEMENT SYSTEM SHALL AUTOMATICALLY TEST THE BATTERY STRING(S) TO ENSURE THAT THE BATTERY IS CAPABLE OF PROVIDING GREATER THAT 80% OF ITS RATED CAPACITY. TESTING THE BATTERIES SHALL NOT JEOPARDIZE THE OPERATION OF THE CRmCAL LOAD. UPON DETECTION OF THE BATTERY STRING(S) NOT CAPABLE OF PROVIDING 80 %, THE UPS SYSTEM WILL ALARM THAT THE BATTERY NEEDS ATTENTION/REPLACEMENT. THE BATTERY TEST SHALL BE ABLE TO DETECT THE FOLLOWING: OPEN BATTERY STRING • SHORTED BATTERY STRING • BATTERY CAPACITY (RUNTIME) LESS THAN 80% OF NEW BATTERY CAPACITY 2) A TEMPERATURE SENSOR SHALL MONITOR THE AMBIENT TEMPERATURE. IF THE AMBIENT TEMPERATURE INCREASES, THE UPS SYSTEM CHARGER SHALL AUTOMATICALLY REDUCE THE CHARGING VOLTAGE TO A LEVEL RECOMMENDED BY THE BATTERY MANUFACTURER. IF THE AMBIENT TEMPERATURE IS DECREASED THE UPS SHALL AUTOMATICALLY INCREASE THE BATTERY CHARGE VOLTAGE TO THAT RECOMMENDED BY THE BATTERY MANUFACTURER. 3). DC SENSING: REDUNDANT DC VOLTAGE SENSING METHODS SHALL BE INCORPORATED FOR PROVIDING BATTERY OVER VOLTAGE PROTECTION. 608.4 ROOM DESIGN AND CONSTRUCTION: ROOM COMPLIES WITH SECTION 1 OF THIS CODE BY PROVIDING A SEPARATE 2 HOUR RATED ROOM. THIS ROOM IS AN UNOCCUPIED SPACE ACCESSED ONLY BY AUTHORIZED PERSONNEL 608.52 RECOMBINANT BATTERY NEUTRALIZATION: AN E39 BATTERY HAS 1.205 GAL OF ELECTROLYTE PER BATTERY. THAT IS .20083 GAL PER CELL A METHOD CAN BE HAVING A SPILL KIT ON -SITE THAT CAN HANDLE THE 3 %AMOUNT OF THE CELL (.006025 GAL) OR 3% OF THE BATTERY (.03615 GAL). TENANT SHALL PROVIDE AND MAINTAIN THE APPROPRIATE SPILL KIT FOR THIS REQUIREMENT. 608.6.1 ROOM VENTILATION: NEW HVAC DESIGN BY DESIGN BUILD CONTRACTOR AND UNDER SEPARATE PERMIT WILL PROVIDE VENTILATION IN COMPLIANCE OF THIS SECTION AND IMC WITH THE MAXIMUM CONCENTRATION OF HYDROGEN TO 1 PERCENT OF TOTAL VOLUME OF ROOM OR A CONTINUOUS VENTILATION RATE OF NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT OF FLOOR AREA IN THE ROOM. 608.7.1 ROOM AND BUILDING SIGNAGE: DOORS INTO THE ROOM WILL BE LABELED WITH THESE SIGNS: 'THIS ROOM CONTAINS ENERGIZED BATTERY SYSTEMS. ", "THIS ROOM CONTAINS ENERGIZED ELECTRICAL CIRCUITS. ", AND "THE BATTERY ELECTROLYTE SOLUTIONS, WHEN PRESENT, ARE CORROSIVE LIQUIDS." 608.7.2 CABINET SIGNAGE: TENANT SHALL PROVIDE AND MAINTAIN THE MSDS SHEET IN A CLEAR COVER AND PUT ON THE INSIDE DOOR OR NEAR THE UPS AND ALSO HAVE A CLEAR COVERED COPY ON THE OUTSIDE DOOR TO MEET THE FM'S NEEDS. 608,8 SEISMIC PROTECTION:, THE BATTERY SHALL BE BRACED PER THE IBC. 608.9 SMOKE DECTECTIOIy: AN APPROVED AUTOMATIC SMOKE DETECTION SYSTEM SHALL BE INSTALLED BY THE DESIGN BUILD HVAC CONTRACTOR IN ACCORDANCE WITH 907.2 OF THE IBC. f f F.E. O EXISTING CONSTRUCTION TO REMAIN NEW INSULATED 2 -HOUR RATED INTERIOR PARTION CONSTRUCTION, PER DETAIL J /A.9.1 NEW OR EXISTING FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. . GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDmONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKEIED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKET'S FOR ALL CASEWORK, FlXRIRES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. . PARTTONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE- RETARDENT TREATED WOOD. CEILING LEGEND - LIGHTING SYMBOL DESCRIPTION /SPEC = NEW NEW CEILING MOUNT LJTHONIA L232MV 2 LAMP UNLENSED FIXTURE T8 BALLAST NEW SWITCH. LOCATION. LIGHTING SUMMAR' 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary . LTG -SUM 2004 Project Info Preled Address: DIGITAL FOREST Date 01/29/10 . 12101 TUKWILA INTERNATIONAL BLVD. For Building Department Use TUKWILA, WA. 98168 Applicant Name: • BURGESS DESIGN INC. Applicant Address: 1328 F1FIII AVENUE, 1500, SEATTLE, WA. 98101 Applicant Phone: 208 587 7120 Project Description ❑ New Building ❑ addition ® Alteration Compliance Option I ❑ Power x101°1100 ❑ ' (See Quartlication Checldat (over). Indicate Prescriptive & LPA spaces clearly on plena) ❑ No than es are being made to the lighting ❑ Less than BO% of the fixtures are net and inetand lighting wattage Is not being increased GENERAL RCP SHEET NOTES • REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. ▪ ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND. DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. . • LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. • ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. WALL MOUNTED DEVICES SYMBOL DESCRIPTION vet DUPLEX OUTLET ( 1 DENOTES MOUNTING HT IN INCHES) EQUIPMENT LIST TO BE PERFORMED BY DESIGN BUILD CONTRACTOR - VERIFY ALL REQUIREMENTS WITH TENANT 11 ATS: EATON / 381W X 33'D X 96`H, UPS: EATON / POWERWARE SERIES 9395 / 73.6"W X 32.7" D X 73.7` H / 2,977 LBS. BATTERY: EATON /120 "WX 31.5" D X 73.7" H / 11,775 LBS FIRE SUPPRESSION - PPEACTION SYSTEM MBP: EATON / 36"W X 1.1.5 D X 90" H / 750 LBS. UPS FEEDERS ARE 4" CONDUIT REvit vvi u F=OR CODE COMPLIANCE ltnL nOVED A:;?, :. 2010 KEYED SHEET NOTES Gilt' of Tukwila BUILDING DIVISION PRESSURE WASH EXISTING CONCRETE WALLS, CEILING, & FLOORING. SEE CONCRETE SEALER SPECS AT A.2A.1 PREPARE CONCRETE TO SMOOTH FINISH SUITABLE TO ROLL HEAVY EQUIPMENT OVER. SEE CONCRETE SEALER SPECS AT A.2A.1 EXISTING DRAIN PIPE TO BE RE ROUTED TO OTHER DIRECTION FOR CONSTRUCTION OF NEW PARTITION (NOT SHOWN). FIRE SMOKE DAMPERS REQUIRED FOR VENTILATION SYSTEM. COORDINATE WITH MACDOLNALD MILLER DRAWINGS FOR EXACT LOCATION & SIZE, DEMO EXISTING BOLLARD PATCH & REPAIR CONCRETE RECIRCUT TIGRIS AS NEEDED REMOVE PARKING LIGHTS. CENTER OPENING IN SPACE - VERIFY. HEAD HEIGHT, FLOOR AS NEEDED. RECEIVED APR 14 2010 PERMIT CENTER !d1 a1 fores Tenant: 0 DIGITAL FORREST 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 burgess design I interiors 0 architecture 1326 Firth Avcnuc Suite 500 . ScallIc. WA 98101 TEL, 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue. Description Date CHECK SET PERMIT SET 1/29/10 2/5/10 REVISED PERMIT SET 2/26/10 CORRECTION 4/13/10 Drawn by: LH Project No: 10.SB03.00 Reviewed by: KK CONSTRUCTION PLAN Original drawing is 24" x .36 ". Scale entities accordingly if reduced A.2A.1 ROUNDED CONC. CAP NATURAL FINISH 6" . DIA. STL. PIPE COL. (GALV.) FILLED W/ CONC. MOUND CONC 1" 12" DIA. PVC SLEEVE ASHPHALT o/ SUB BASE MATCH EXISTING CONDITIONS PARKING LOT BOLLARD DETAIL CONC. DOME TOP NATURAL FINISH 5" DIA. STL. PIPE COL. (GALV.) FILLED W/ CONC. 3/8 "H BASE MATCH EXISTING CONDITIONS 0 1'— 1 • 7/8" DIA HOLES FOR 3/4" ANCHOR PARKING GARAGE BOLLARD DETAIL DOOR SCHEDULE DOOR P201 71 -D" 6' -8" A 1 H.M. 90 MIN. DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIRCA11ONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 PAIRED, STOREROOM LOCKSET RATED . DOOR (1) ML8255- LNJ -26D LOCK W/ CYLINDER. (6) 4.5X4.5 BALL BEARING NRPP HINGES (1) 4 WIRE TRANSFER HINGE (FOR FUTURE CARD READER) (1) ELECTRIC STRIKE (FOR FUTURE CARD READER) (1) CARD READER (TO BE INSTALLED AT LATER DATE) (1) AUTO FLUSH BOLTS (1) FIRE RATED WEATEHR STRIP SET (2) DOOR KICK DOWNS (2) AUTO DOOR CLOSURES, TOP MOUNT UNOCCUPIED SPACES digitat.forast Tenant: . DIGITAL FORREST 12101 TUKWILA INTERNATIONL BLVD., SUITE 410 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR TUKWILA, WA 98168 -5021 burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206.507.7122 All reproduction & intellectual property rights reserved c 2010 BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK() CEIUNG AS SCHEDULED INSULATION WHERE NOTED ® WALL TYPE: 0 2 LAYERS FOR 2 -HOUR CONSTRUCTION ®00 JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENTO FIRE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 TWO HOUR RATED FLOOR TO DECK 0 0 RATING NO.: UL U419 CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION- PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 16" OC. MAX. CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION- PROTEC M STEEL, MIN WIDTH 3 -1/2" 18GA, MIN 1 -1/4" FLANGES AND 1/4. RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 14' -0' MINERAL WOOL BATTS OR GLASSABER WITH UL CLASSIFICATION MARKINGFRICTION HIIu) BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. .VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD SUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI - LAYERED SYSTEMS) STAGGERED A MIN OF 12'. PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. TYPE S OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS . (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1 -1/4' LONG FOR 3/4' THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12' OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. 12" PARTITION 3' = \ i3 2 /.\ \/ 4' -0 3' -0" HOLLLOW METAL FRAME GRAY PRIMED FLUSH HOLLOW METAL DOOR GRAY PRIMED --REVIEWED FOR CODE COMPLIANCE APFlInVED APR 2 a 2010 City of Tukwila BUILDING nIvlRiniI RECEIVED APR 14 2010 PERMIT CENTER Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date CHECK SET PERMIT SET REVISED PERMIT SET CORRECTION 1/29/10 2/5/10 2/26/10 4/13/10 Drawn by: LH Project No: 10.S603.00 Reviewed by: KK DOOR SCHEDULE / SIDELIGHT SCHEDULE. DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 BUILDING C 0 0 CONCRETE ANCHOR PER SECTION A -2 A -2 TYP. CONC. BOLLARDS PER ARCH. v- van I 'D — v 1 N --, • v I _v /ID. °, • Q, NEW CURB PER ARCH. r ° PARTIAL SITE PLAN NOTE: 1). ASSUMED SOIL BEARING PRESS COMPACT SOIL BELOW SLAB TO DENSITY PER ASTM D -698 2). S.J. = SHRINKAGE JOINT (SEE 3). SEE DWG SP -2 FOR GENERAL 1 1" = "' -a" URE 2000 psf. VERIFY IN FIELD. 95% OF SOIL'S MAXIMUM DRY SP -2) NOTES AND SLAB SECTIONS. GENERATOR ABOVE 10" CONC. SLAB -ON -GRADE w/ #4 0 12" O.C. EA. WAY TOP AND BOTTOM. 9 C C c i i c 0 SEE PARTIAL SITE PLAN BUILDING A OVERALL SITE PLAN 1/64" = 1' -0" — REVIEWED FOR CODE COM�PLpIANCE APR 2 9 2010 City of Tukwila BUILDING nnnFinrJ cilvFaKV°wu► FEB 2 62010 PERMIT CENTER W o I I I 2 -25 -10 I --, • v I _v /ID. °, • Q, NEW CURB PER ARCH. r ° PARTIAL SITE PLAN NOTE: 1). ASSUMED SOIL BEARING PRESS COMPACT SOIL BELOW SLAB TO DENSITY PER ASTM D -698 2). S.J. = SHRINKAGE JOINT (SEE 3). SEE DWG SP -2 FOR GENERAL 1 1" = "' -a" URE 2000 psf. VERIFY IN FIELD. 95% OF SOIL'S MAXIMUM DRY SP -2) NOTES AND SLAB SECTIONS. GENERATOR ABOVE 10" CONC. SLAB -ON -GRADE w/ #4 0 12" O.C. EA. WAY TOP AND BOTTOM. 9 C C c i i c 0 SEE PARTIAL SITE PLAN BUILDING A OVERALL SITE PLAN 1/64" = 1' -0" — REVIEWED FOR CODE COM�PLpIANCE APR 2 9 2010 City of Tukwila BUILDING nnnFinrJ cilvFaKV°wu► FEB 2 62010 PERMIT CENTER W o I I I 2 -25 -10 I D.K. DRAWN: L.M. DATE: z Eh ec PERMIT SET REVISED PERMIT SET 0 z t� CO in mv.• co op Z z.4 pe vg Z U 1 0 O OD co m m E JOB NO: 09053000 ENGINEER: D.K. DRAWN: L.M. DATE: 02 -10 -10 SHEET NO: BLDG. C SP-1 PER PLAN 2' -0" MIN. i "0 HILTI KWIK BOLT TZ ESR -1917 PER PLAN EMBED 6" NEW GENERATOR -116 _111=111=111= I - I I —I I — — I I . r„ o. - , -111=111=111=-7111= I I o . 'a •n •. a '' r v, a, � � � , �- �_1 � 1_1 I II _1 � 1_1 � i -1 � 1 -1 1 _111-111_111-111-111 11 -11 1 11(- -1 I I —I I I— I I— III III — III III —I 11 =1 I I 1 1 I I I I I„I 1 1, ,, I I- -11r- SECTION 1 =1 11 - =1 I I- III -I I �— I- it,-iy_jF71-F COMPACTED SOIL SECTION A -2 10" SLAB -ON -GRADE w / #4 ® 12" O.C. EA. WAY TOP AND BOT. SLAB PER PLAN LOCATE PER PLAN t 0 i" = 1' -0" .1" DP. x if" SAWN JOINT 1"93 x 2' -0" PLAN BAR 24" 0.C. CUT ONE END W/0 FLARE & GREASE SAME END CLR. MAX. SHRINKAGE JOINT i" = ", -O" GENERAL NOTE OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. SLABS ON GRADE THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF THAT IN OTHER BUILDINGS WITH SIMILAR FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. REVIEW WITH THE SOILS ENGINEER ANY CONSTRUCTION LOADINGS ON THE SLAB AND SOILS BELOW. TAKE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE EFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING. CAST -IN -PLACE CONCRETE F'c = 3000 PSI FOR ALL CAST -IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND /OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER- CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy= 60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER TABLE IN TYPICAL DETAIL SHEET, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER #5 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AND SMALLER SLABS, WALLS, JOISTS 14 AND LARGER #11 AND SMALLER BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) ADHESIVE ANCHORS - CONCRETE HILTI KWIK BOLT TZ ERS -1917. FOLLOW INSTALLATION PROCEDURES OF ER(S) REPORT. PROVIDE SPECIAL INSPECTION AS NOTED OR REQUIRED BY ER(S) REPORT. - REVIEwLI) FOR CODE COMPLIAN( City of Tukwila BUILDING nnncir CITY OFTUKWILA FEB 262010 PERMIT CENTER 0 I I 1 0 1 I � N N DATE: 02 -10 -10 SHEET NO: BLDG. C SP -2 z 0 (i5 PERMIT SET REVISED PERMIT SET 0 z (32 If3 CO ,r4 CC) CO W mZ go co rl vz8 il JOB NO: 09053000 ENGINEER: D.K. /DRAWN: LM DATE: 02 -10 -10 SHEET NO: BLDG. C SP -2