Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-280 - SABEY DATA CENTER 52 - TENANT IMPROVEMENT
SABEY DATA CENTER 52 3355 S 120 PL D08-280 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SABEY DATA CENTER 52 Address: 3355 S 120 PL , TUKVVILA WA Cityef 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 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: MARCELO GARCES Address: 12201 TUKWILA INTERNATIONAL BL , TUKVVILA WA 98168 Phone: 206 391 -8694 Permit Number: D08 -280 Issue Date: 07/07/2008 Permit Expires On: 01/03/2009 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: 206- 281 -4700 Contractor License No: SABEYCI033KM Expiration Date: 01/06/2009 DESCRIPTION OF WORK: IMPROVEMENTS TO CENTRAL PLANT INFRASTRUCTURE TO SUPPORT NEW SDC 52 TENANT Value of Construction: $201,495.00 Fees Collected: $3,311.76 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0008 doc: IBC - 10/06 * *continued on next page ** D08 -280 Printed: 07 -07 -2008 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 'rime: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: Signature: ./v" Print Name: /�A c' '1 s doc: IBC -10/06 City (*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 Number: DO8 -280 Issue Date: 07/07/2008 Permit Expires On: 01/03/2009 Public: Non - Profit: N Public: L 3 i2Ql _ a .Date: "� `o 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. Date: 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. D08 -280 Printed: 07 -07 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 3355 S 120 PL TUKW • • City of Tukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 SABEY DATA CENTER 52 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -280 ISSUED 05/14/2008 07/07/2008 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: .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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -280 Printed: 07 -07 -2008 15: ** *FIRE DEPARTMENT CONDITIONS * ** • 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 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. 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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 mm). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 23: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 24: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 008 -280 Printed: 07 -07 -2008 • 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 travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 nun). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 34: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 36: 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 sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: U.L. central station supervision is required. (City Ordinance #2050) 39: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 40: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 41: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. doc: Cond -10/06 D08 -280 Printed: 07 -07 -2008 • • 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: htip: / /www.ci.tukwila.wa.us 42: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 43: 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) 44: Local U.L. central station supervision is required. (City Ordinance #2051) 45: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 46: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 47: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 48: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 49: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 50: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 51: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 52: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 53: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 54: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 55: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 56: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 57: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 58: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) doc: Cond -10/06 D08 -280 Printed: 07 -07 -2008 • • 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 59: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 60: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 61: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 62: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 63: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 64: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 65: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 66: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 67: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 68: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 69: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -280 Printed: 07 -07 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: • • 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 S doc: Cond -10/06 D08 -280 Date: P 7 — ®P ordinances governing or local laws regulating Printed: 07 -07 -2008 Site 33tSS 3, T Name: SAL./ p .r-fu. P Owners Name: ' 1 ' A$ey M Address: Address: fZ,20/ lv�/vie;4 CONTAC P wbo do we contac when your permt to be issued Name: MARCew QA2 Mailing Address: f 22 - 0 / 1 ;g4.014..4 4 /�t/71. ,Z./ip, E -Mail Address: MARC,EL° el 5At Ci ls,/. Ct» ,GENgRAL CONTRACTOR - e , 'INFORMATION ` Information' for Mechanical (pg 4) for. Plumbing and Gas Piping (pg 5 Si.wy GONst?Zve.n0A/ ZZor ?Z / 234,p I -rear/LA L✓i4- 981 68 City - State Zip Day Telephone: 206. 369 . /cars E -Mail Address: 14 ARc4Zo 4 (3 E 3 eV SAW. Lois Fax Number: 206 , Z81 . exit 2.0 Expiration Date: / / O Company Name: Mailing Address: Contact Person: Contractor Registration Number: . SA BE Yr 1033 kM ARCHITECT OF • REC ORD All plans m ust be we tstamped by Architect of Record Company Name: Mailing Address: Contact Person: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h ttp: //www. ci. tukwi l a. wa. us 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 ** ■1:C _2_• • ce_S /120 5' Avv Z400 - 5 0 13. Wi NfRfty E -Mail Address: 1 8013. (.JIItJple ,tSJiv • co,, Company Name: E A1Gr WEE J »0L7-44. (JeT Mailing Address: 6 e 69 l)DOp141WN AVti A V Contact Person: TAW L.Aie& E -Mail Address: TAN L ( E /Uw SEAT - Ca�e't QMppGrations\Ponns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh ` {For`. of ceuseoniv) Pltlrribing/Gas °Permit Nb '` ; n:J'; ; "' ' i Public Wor ks` 5 Y °Project No King Co Assessor's Tax No.: i02-304— 9 O 9 Suite Number: Floor: C 52, New Tenant: ❑ Yes ❑ ..No 'ATa C-Esarrt 7L /iLYL v v,D. , 4 7 - 4 9e (eS$ State City Zip Day Telephone: 206 . 3Z-1 41 7 7 City State Zip Fax Number: 206. t13/ _ 0920 City State Zip Day Telephone: 106 _ c. 23. 4 g46 Fax Number: 7. . 6Z 3 - 46 Z S` ENGINEER OF RECORD;, All pla wet stamped by of Record SERITLe City Day Telephone: Fax Number: G✓+ /VI 5 State Zip 206 Sty 756 O 206 g 2Z 6691 Page 1 of 6 . 4 hr,:. ,i d {y I ,il? Exing st : ; { 1 F ,';+Intenpr el I Additlonito Str t � s` 'ac +w ,# • fConstruciion _ �r.= ew + .t e °$f ,Np v er 6t ai `i'.BG .�, x' M1W :: >E1C ..� t i4 Floor` A •� ) l; `' / 6 s �IC }ra kf�.ft i f�^,, {v 68 so, z_ it oors "r ' fthru -, it �. at 1.. 4 ,S a.�k i �R. - . •. ?B aseiiient t `, , " i CcessOt* tt'lietlliC R(tache `age 4 ' .Y. ^5r°�,et 0, , ie. i ; (t pdf/. b i Se�F y � . S fP+.T C t e ts't 7 d�y,M1f:.. .'.L�S'':�4 +: !" ..J ✓ a p rage -_ • etaehei G + � Wy ev ". •:: t %tl y tttiehed',C ? a•port <- : ` it90.1chedCiixp ��' '"te'si 4 it r t o',' i .. ..d n' t ,. laErj;`.:.. ;... »P # t't t ta 1►7 �t G �P : ER �yt M'I � ,� 1 � 0 , p 6= 43:136 7 , � .� L ^�,•�i � }� �� p i 11ii?I' -L' 3- i.:8n;t ¢ `sd : :y'T,'41t ilr,4+E,1 a:� ><rEt�`& ?t 3j S; i:? i:t�`'iYd'r :`. #til:t Valuation of Project (contractor's bid price): $� , .9 5.:_z_. 7� Existing Building Valuation: $ ! 3 . 3 2 6 6GZ Scope of Work (please provide detailed information): (M Ptteittritkw 4 rr1 To C'.E.AlrPAL PC.a1JT 11J Ttm s,,?ro2 Npw SVC SZ TeNMJT Will there be new rack storage? ❑ Yes �No If yes, a separate permit and plan submittal will be required. rovide All Bwlding'A in S " t uareTsin elow, 6• 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Ef• Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes L'S 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 0.......0n-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. QMpplicatiosUb : ms- Applications On Line \3- 2006 -- Permit Applieation.doc Revised: 9 -2006 bh Page 2 of 6 'PERMIT APPLICATION- NOTES " Applicable to atl :p rcoifs in`thls #appiictlihon "d -.'.!. �� bra �'�L;� -_.�G. tidi,3...: -a �l . : ... >u'" ", r x+1'3 ? 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 OWNE ' OR AUTHORIZED AGENT: Signature: Print Name: / At- XC�Zc� Mailing Address. /22o/ 4 ZZ v9. City Date Application Expires: 11-1H-00 Date Application Accepted: 5 ' I -Og Q: \ Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: ti'ig Day Telephone: 2 - 3 2-f . ¢/77 4✓/� y8 / State Zip Staff Initials: u di R s. 1 Page 6 of 6 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER 52 Receipt No.: Initials: User ID: Payee: 1nr. Raraint -(18 R08 -02952 JEM 1165 SABEY CONSTRUCTION TRANSACTION LIST: Type Method Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Descriptio Amount Account Code 000/345.830 RECEIPT 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 08/14/2008 03:22 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -280 ISSUED 05/14/2008 07/07/2008 6108 08/14 9710 TOTAL 60.00 Printpti. nR- 14 -7ff1R Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER 52 Payee: SABEY PROPERTIES ACCOUNT ITEM LIST: Description 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 111010 2,008.90 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Receipt No.: R08 -02429 Payment Amount: $2,008.90 Initials: WER Payment Date: 07/07/2008 01:31 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 2,004.40 4.50 Total: $2,008.90 Permit Number: D08 - 280 Status: APPROVED Applied Date: 05/14/2008 Issue Date: 4502 07/07 9711 TOTAL 2008.90 doc: Receiot -06 Printed: 07 -07 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER 52 Payee: SABEY PROPERTIES ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 Payment Check 110348 1,302.86 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Receipt No.: R08 -01641 Payment Amount: $1,302.86 Initials: WER Payment Date: 05/14/2008 02:42 PM User ID: 1655 Balance: $2,008.90 Account Code Current Pmts 000/345.830 1,302.86 Total: $1,302.86 • Permit Number: D08 - 280 Status: PENDING Applied Date: 05/14/2008 Issue Date: 2419 05/14 9710 TOTAL 1302.86 doc: Receiot -06 Printed: 05-14 -2008 Projec . 6.A1lA f Type of IpSpection. � \ 1 �I r Address: � � � J� Date Called: • ciaal Instructions: Special / Date Wanted: r 9 S . 3 r p.m. Requester: Phone No: f r 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � d ? - 2' 0 PERMIT NO (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ()e Go it--- f ( Inspe or: Date: ri $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: Proj ct: T of Inspecti n: t Address , 3b5 S . a) PL. Date Called: Special Instructions: Date Wanted: 7 1 C a.m. 1 .' p" m Requester: Phone W U s5 —3 / qt Q o `Zg4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. p-OMMENTS: 1 Jl L k -G —E i- ter Date: PH 6000 REINSPECTION FE REQUIRED. Pri • r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 4-N Proje, L> n �• t , ~: Type of lnsppeectiionn:‘ ( 4-7 (4� Address: 3355 Sr 1 Vs Date Called: Special Instruction � ,t n 1 / / _ Date Wanted: r a.m. o � Requeste&�lS Requester: 6 Le , z5 - 3 6 7( #9 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El $60.00 REINSPECTION FEE EOUI paid at 6300 Southcenter Blvd., Su PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ko'frections required prior to approval. COMMENTS: S / C. 'W A t h ck in( Oom Inspecy6r: Date: oy ED. Prior to inspection, fee must be to 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: e Aypra 4 P Type of Inspection: .1.A 'u it_ rArWA A5dre ,S S / 7..43 !" n t......- SC./e_1^) Pte efitW /i J ad - .! & f :e �..1 , 'J P (../ .Nn / -r,' JJ ,I car Requester: S� l QQ�� G � r . 1. ' ! ii it S / � . t . a : 1 S � N A / / I LJL./ 4'4 0 A 1 S: INF • Project: OJT Type of Inspection: .1.A 'u it_ (.1 ( ∎)0 /'GO A5dre ,S S / 7..43 !" n t......- Date Called: Special Instructions: Date Wanted: — a: 14-3e --, Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. .A J. A Date: 7 4 2r ri $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: AI Proje :-., ,L, A LJ9 Address: 5 5 Type ns ectiis S /2 Q I�`"L.- Date Called: . • Special Instructions: Date Wanted: �'(e C� p .m. Requ ster: Phone No: ,,22 2- .. 7/ INSPECTION RECORD Retain a copy with permit ?)14-26/) PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: P' �„ 1 4 ) 0 p ri vAW J �c.d . ' 3A -f� S' of CO Inspectgf J J Date: 7,5 - J X ri $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: COMMENTS: PA' ,�� u Jam Type of nspection. i-i 14.41 A 6 {t ,r 4.- — A diJ, N;... (�_ .r t e J..i : -► f ' t L) "1's( t, )/i-1 l 1" i J .1,L` Al O 1 .,7-,-. 3 / /.r ,,(_ --r-z) A . / a L/ Date Wanted: -) - g 4 , _�,m:. p.m. i Phone No: Zoe ZSS -3 (o 1I NJrt : n, si 2 e,-(.7. JJr' ; 5 4 1) (.,-., - T - b 1 1 h .) rte. 2 I-2) I Li I .) f Project: ...J 6'+1* Q � �� � ce-.-- `✓ Type of nspection. i-i 14.41 A 6 Address 33ss .D 17,<) PL Called: Special Instructions: Date Wanted: -) - g 4 , _�,m:. p.m. Requester: Phone No: Zoe ZSS -3 (o 1I INSPECTION RECORD .Retain a copy with permit INSPECT, N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval. D $60.00 REINSPECTION FEE EQUIREDrPrior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Call to schedule reinspection. Receipt No.: !Date: i Project: S Dwril __-- Type of Inspe ion: 1 ,�! V. Address: SS Suite #: . , 120 ? .. Contact Person: Special Instructions: • , Phone No.: Needs Shift Inspec tion: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: . , `Permits: Occupancy Type: 02 • 5 Inspector: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD . Retain a copywith permit PERMIT NUMBERS • CITY OF TUKWILA FIRE DEPARTM'E 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: $. Z 'AO " S PIZ WW1), - ( s. Lay) - Cc brr ? +.44asAP) -- t ea At- — f? V., l�'1 icC N Cm Ott . 4 $8d!00 REINSPECTION FEE REQUIRED. You vyi I recei e`an invoice from City of Tukwila Finance Department. Call to schedule ' • Word/Inspection Record Form:Doc 1/13/06 71,/ T.F.D. Form F.P. 113 a re. ENWSTRUCTURAL ENGINEERS • Engineers Northwest Inc., P.S. We get buildings built. JUL 0 2 2008 City Of Tukwila g ILDIN ®:�� �.���► E7(PtRES 0 8! 28/ 20 0 8 • t P' i N , SAB _ Y DATA CENTER-52 INTERGATE EAST BUILDING 5 TUKWILA, WASHINGTON CODE °� COMPLIANCE CENTRAL PLANT APPROVED CTURAL CALCULATIONS May /4 2008 ENW Project No. 99- 136033 RECEIVED MAY ; 142008 PERMIT CENTER • 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.enwseattle.com 1 • ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # ✓ d (0 O 3 3 PROJECT s �/� Ey UAW C / 5 so( - 1- DATE .93 r SUBJECT C EN !/ W L "41 SHEET OF /tia U eat( 47& me, F UT : pm,r Tirs BY 4p iv rfe4d ' .4 - U. / ' 641777P Tits•' J946 d or TAE 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 Csr y of TUkWi (204 431- 3 (04 �LL67� Jo iv4")Jet & CaO s - Z.006 S8c w /A/#1 - SA1,91 &/'' S,+row - 2 S AF A/o - 4 roc Stwoit - 02eyn LJSG vy8Bcka <S/tE CG4sj D - Date and Time: 12/12/2007 3:08:30 PM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) Map �- (/• �o�) 0.2 140.6 Ma Value, Soil Factor of 1.0 os 3 1.0 048.5 Map Value, Soil Factor of 1.0 Z p, 35 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 52 Period SA� r3 s (sec) ( %g) ( � 0.000 056.2 0.4FaSs / o• 4 ( t) �� ���'� `� `F �'� I 0.105 140.6 To l 03 �,� � //° 2 y /' 0.200 140.6 T =0.2, FaSs -- - 0.524 140.6 Ts 0.600 122.8 D , 4 - 6 („J • 0.700 105.3 0.800 092.1 j5° ce i c.. 0.900 081.9 1 t 1.000 073.7 T =1.0, FvS1 ° 5/06r C / z) 1.100 067.0 1.200 061.4 ` 7z o L' 1.300 056.7 1.400 052.6 (0 4) C Z o, 43 Co q- 1.500 049.1 z 2 1.600 046.0 y 2244 1.700 _ 043.3 1.800 040.9 1.900 038.8 2.000 036.8 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 `/z 1' S CeArib, soc- sL DATE s' 5 -0E SUBJECT eic I cStlL SHEET 3 OF BY ,047 4- PROJECT # 5,t16, 033 4 2 (No z )( z /6 / 3 9C, 295 / <t/ 45 -D 40 @ /5, s`av /o e / b svu z e Z7 ow (/?9)6.10 4( cokes $2 04-- 4//044 f4/ ' *E dv ledOP -= // /'$F 62o k 2 /SS 4 c- 8/ 5K (2,) x -- �.S,` 9) 41°l0oFA3t�<e¢. t ENGINEERS— NORT 4 ups ES •' " . P.S. 4 4ta 6869 W00DLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Joe No SUBJECT q f J2 7O JOB NAME o q1 u;x C 1 C hi w)0 rfrnttliod mod = go Kat-, Py� i= 1.9_6 ui Itrtiffiv9 6h1d 4 VpDvits (64,J' Cm w i 5 Wi= 11,Prf Rof 5 ap6r_ Rap qq P4F Anolt = 31,7fs'e (I 1_ w�o AlveilettA l�,nl Ie109 CMS DATE SHEET D OF BY C ttYAS i t1 ( V - ArtuPS vs0 P51, fLoota qct v jl /iAmroirtii9 9 A- 'DIRVsnO4 Joe No (am *30 b Slit on& SUBJECT ENGINEERS-NORTH EsT If 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6098 JOB NAME � /tk'W7 r-01 �ha/ke 7■,(s 7919. q PSF H‘niiiiJ(1 I1 Pe* Pseof 91 KXuiOruT) Ghf ¢a,W- L44 L/ //G11i. - vA t.L I - 0" - 6 9 -tbK wlewA ( 10) 4 4-- rtooyi ckA1 - (7F DATE SHEET OF BYatA1,J qfral} r1/00 q n 175 F (ti n(I s + 3rd) ci 4 R InM it\u 1,27 IA "61( (A r rt(- trriet- 1,16#7-7-61/2-4-6) fl • bo/l /6 lf4:Z[ 4 74 : 6 rItEC,ff/1!�/lG•4 I �� � me � �I11'A 1.0 I L. i ' . , 1 Mel �a�l�li Cat- 011 ,w ■ ■11 �A 1 ., i .�;'' �1111 I I �Pt ` R iiiv l � . . ∎III 81:111111 III it �M���wi1 �II��■ ��hi�l�l r ■ ■ ■ �re l�� `a f��lll1���I� ■ � L ��� ■y �l�� it MI 1 ¢ 1 S�IT.L2PUR I M ertimmiresirramilerimmentromentimilimerwormumiresirmilersoma in® nerimrameimer'u®irminmimi® ®mmu® 11111rECIIIIi � O O U O O O O O O O O O O O O O 0 co L —0 —0 --o -0 - 0 -0 m -0 S 2925 54 x 31.50 54x84 33.75 54x90 38.00 54x96 3825 64 x 102 40.50 54x108 42.75 25.00 27.50 30.00 7.50 ..40.00 42.50 45.00 47.50 50.00 30.25 33.00 35.75 . 38.50 : 41.25 44.00 46.75 49.So 52.25 55.00 57.75 66.50 36.00 39.00 42.00 45.00 X 48.00 : 51.00 54.00 57.00 60.00 63.00 66.00 69.00 72.00 75.00 78.00 81.00 00 90.00 8 { : Throat: Throat Curb Cap Area Width x Width x Length Length 60x96 68 x 104 60x102 68x110 60x108 68x116 60x114 68x122 60x120 68x128 66x66 74x74 66 x 72 66 x 78 66 x 84 66 x 90 66 x 96 66 x102 66x108 66 x 114 66 x 120 66 x 126 66 x 132 72 x 72 72 x 78 72 x 84 72 x 90 72 x 96 72 x 102 72 x 108 72 x 114 72 x 120 72 x 126 72 x 132 72 x 138 72 x 144 72 x 150 72 x 156 72 x 162 72 x 168 72 x 174 72 x 180 Throat Width 0 1 Curb Cap Width �.i ensJQn ;: 20.25 54x54 62 x 62 54x54 91 96 26 5 22.50 54x60 62x68 54x60 101 96 26 5 24.76 54x66 62 x74 64x66 99 108 28* 5 27.00 54 x 72 62 x 80 54 x 72 97 120 26 5 62x86 54 x 78 105 120 26 ' 5 62 x 92 54x84 103 132 26 5 62 x 98 54x90 101 144 26 5 62x104 54x96 108144 26 5 62 x 110 54 x 102 106 156 26 5 62x116 54x10810416826 5 54x114 62x 122 54x 114110168.26 5 60x60 68x68 '60x 60 100 10829.5 5 60x66 68x74: 60x66 11010829.5 5 60x72 68x80: 60x72 10812029.5 5 50 60 x 78 68 x 86 60 x 78 106 13229.5 5 00 60 x 84 68 x 92 60 x 84 115 13229.5 5 60x90 68x 98 60 x90 113 14429.5 5 60x96 11115629.5 5 60 x 102 118 15629.5 5 60 x 108 116 16829.5 5 60 x 114 122 16829.5: 5 60 x 120 120 180:29.5 5 66 x 66 109120 29.5 5 5 5 5 5 5 5 5 5 5 12 12 5 5 5 5 5 5 5 5 74x80 66 x 72 119 120 29.5 74 "x 88 66 x 78 117 132 29.5 74x92 ' 86x84 116 144 29.5 74x98 66x90 12414429.5 74 x 104 66x96 122 15629.5 74 x 110 66 x 102 129 15629.5 74•x 116 66 x 108 127 168 29.5 74 x 122 66 x 114 125 18029.5 74x128 66x120 132 180 29.5 74x134 66x126 130 192 36.5 74 x 140 66 x 132 128 204 36.5 80x80 72x72 13012029.5 80 x 86 72 x 78 128 13229.5 80x92 72x84 126 14429.5 80x98 72 x 90 132 15629.5 80 x 104 72x96 132 16829.5 80 x 110 72x10213116829.5 80 x 116 72 x 108 132 18029.5 80 x 122 72 x 114 132 19229.5 80 x 128 72 x 120 132 20429.5 5 80x 134 72 x 126 13220436.5 12 80x140 72x13213221636.5 12 80 x 146 72 x 138 132 21636.5 12 80x152 72x144132228:36.5 12 80x158 72x15013222836.5 12 80 x 164 72 x 156 132 24038.5 12 80 x 170 72 x 162 132 24036.5 12 80 x 176 72 x 168 132 252:36.5 12 80 x 182 72x17413225236.5 12 80x188 72x18013226436.5 12 t A 0 All dimensions roa en Curb Cap Length Wafer //A.; " ` Shipped Galvanized Optional A B C : Base Oia led a Preos a Dro 7 {�tio Assembled. Unit 0.03 0.047 0.071 0089:0119 0149 0.196 Damper Height Non -Ducteid Static'# ` teastite Droplin. W . , ' Weigh Width x Length shown in lncbos 0.053 0.065 0.127 0.158 0.212 0.267 0.35 Hood Intake Velocity / Throat Velocity {ft/inin) 235/475:297/600. 364 /735 406 /820:470/950527 /1065604 /1220 �,�f'/�if%Ss'iW2 i'; ff WWW4gliW OW WA i% /ififa 9613 12174 14881 16598 19226 21576 24704 No 10681 13527 16534 18442 21362 23974 27448 No 11749 14879 18188 20286 23499 26371 30193 No 12817 16232 19841 22131 25635 28769 32938 No 13886 17585 21495 23975 . 27771 31166 35683 No 14954 18937 23148 25819 • 29907 33363 38428 No 16022 20290 24801 27863 32044. 35961 41173 No 17090: 21643 26455 29507 34180 • 38358 43917 No 18158 22995 28108 31352 36316 • 40756 46662 No 19226 24348 29762 ; 33196 38452 43153 49407 No 20294 25701 31415 35040 40589 45650 52152 No 11868 15030 18371 20491 23736 26638 30498 No 13055 16533 20209 22540 26110 29301 33548 No 14242 18036 22046 24589 28483 31965 36598 No 15428 19539 23883 26639 30857 34629 39648 No 16615 21042 25720 28688 33230 37293 42697 No 17802 22544 27557 30737 35604 3995 45747 No 18989 24047 29394 32786 37978 42620 48797 No 20176 25550 31231 34835 40351 45284 51847 No 21362 27053 33068 36884 42725 47948 54897 No 22549 28556 34906 38933 45098 50611 57947 No 23736: 30059 36743 40982 47472 53275 60996 No 14360 18186 22229 24794 28721 32232 36903 No 15666 19839 24250 27048 31332 35162 40258 No 18971 21492 28271 29302 ' 33942 38092 43612 No 18277 23146 28292 31557 36553 41022 46967 No 19682 24799 30313 33811 39164 43962 50322 No 20888 26452 32334 36065 41775 46882 53677 No 22193 28105 34354 38319 44386 49812 57032 No 23499 29759 36375: 40573 46997 52742 60386 No 24804 31412 38396 42827 49608 55673 63741 No 26110 33065 40417 46081 62219 58603 67096 No 27415 34719 42438 47335 54830 61533 70451 No 28721 36372 44459 49589 57441 64483 73806 No 17090 21643 26455 29507 34180 38358 43917 No . 18514 23446 28659 31966 37028 41555 47577 No 19938 25250 30864 34425 39876 44751 51237 No 21362 27053 33068 36884 42725 47948 54897 No 22787: 28857 35273 39343 45573 51144 58556 No 24211 30661 37478 41802 48421 54341 62216 No 25635 32464: 39682 44261 51270 57537 65876 No 27059 34268: 41887 46720 54118 60734 69536 No 28483. 36071 44091 49179 56966 63930 73196 No 29907 37875 46296 51638 59815 67127 76855 No 31332 39678 48500 54091 62663 70323 80515 No 32756 41482 50705 56556 65511: 73520 84175 No 34180 43285: 52910 59015 98360: 75716 87895 do 35604 45089: 55114 61474 71208: 79913 91495 No 37028 46893 57319 63933 74056 83109 95154 No 38452 48696 59523 66392 76905 86306 98814 No 39876 ' 50500 61728: 68851 79753 89502 102474 No 41301 52303 63932: 71310 82601 92699 106134 No 42725: 54107 66137: 73768: 85450: 95895 109793: No lbs. 304 341 370 394 433 457 481 602 528 550 572 379 404 429 473 500 525 552 576 601 733 761 431 504 555 :.. 632 843 663 726 753 784 823 900 916 587 641 670 733 771 791 811 886 934 973 976 1015 1116 1228 1351 1486 1634 1798 { :.......... ............... ................. ........................... emu P a ka TO ROOF ::BY:::G C.C. ........_....... J s• . zi: \ : v .. • y ww } DAWER p ...a. .... .. • . ......... . ............... . ..... .. .. . ... . R .. CANT:: . iP& Rte! Br: :GC looLoV yr ... - '• ... r. ... ........................ ................. • ..... '0 NOriFIAL SIZE 848 6a6 545 THICK. meet NOMINAL } } } } 1! } } } } in } } WEIGHT PER FOOT 37.5 33.1 28.7 24.2 21.9 17.2 14.8 216 199 16.1 70.4 IO 51.0 45.0 38.9 32.7 26.6 49.3 38.8 29.3 0.07 21.0 0.00 13.8 0.00 45.8 0.02 36.3 0.02 27.7 001 20.0 182 195 13.3 0.01 102 0.0l 0.01 26.5 402• 19.2 482 129 0.01 7.59 0.01 5.41 Oat 001 0.01 0.01 0.01 7.77 17.0 12.9 5.41 407 49.3 0.05 38.3 0.w 29.3 0.04 21.0 0.03 13.8 0.03 38.5 0.70 34.5 0.70 Z7.7 0.09 20.0 0.08 16.2 409 13.3 0.07 10.2 0.06 7.77 0.05 20.4 012 472 0.17 7.59 009 SAFE OIST618tuTED LOAOE IMPS/ / MAX DEFLECTION linl 11A418 IN FEET 47.0 35.0 0.17 0.30 38.8 31.1 0.16 0.29 25.5 923 22.9 023 19.6 0.22 16.6 0.22 15.0 0.22 13.3 an 102 0.19 7.77 0.17 115 0.27 11.3 0.27 9.20 0.26 7.01 0.28 5.41 024 29.3 0.73 21.0 0.77 13.8 0.09 27.1 0.29 21.0 0.27 521 0.46 4.37 447 13.8 0.22 19.0 0.47 17.0 0.40 14.6 0.39 12.4 0.39 11.1 0.39 10.0 0.39 8.78 0.39 7.50 439 10.1 0.48 8.38 0.47 6.84 0.47 Safe Load Tables for Laterally Unsupported Angles Normal - Strength Steel -36 ksi yield stress EQUAL ANGLES HIGH STRENGTH STEEL {52 ksi) BASED ON AS CAI 1968 10 12 27.9 23.0 19.5 0.46 0.67 0.97 2 20.4 17.4 046 0.66 191 21.5 17.8 15.1 0.46 466 990 18.2 75.0 12.7 0.46 0.67 491 t 04 4 12.0 10.2 0.44 Q66 QD1 15.1 063 13.5 0.63 11.6 0.61 9.81 0.61 8.85 0.6t 7.97 461 8.96 0.61 595 0.61 7.96 478 8.63 0 74 5.41 0.73 4.13 0.73 3.48 474 12.4 11.1 497 9.52 0.88 8.08 0.88 7.38 088 8.57 0.88 5.68 0.83 4.90 0.88 6.55 1.09 5.45 I.07 4.45 7.08 3.39 1. 08 2.65 7 0.91 10.5 7.48 176 1.45 2.86 745 2.40 1 1.25 9.42 7.24 7.99 t. 20 8.84 7 . 20 8.00 1.20 5.49 j 3.64 1.20 1 25 1.79 4.15 1.20 5.53 1.49 4 .60 Oe/1F0006 eons ea es riot of the Mary 1999 99 91((81r than IMO of 819 8881. Laid 4iuss t0 019 loft of the Orates li68 we are on tMir qtr. 4n0 IA 14e1 1841, fl881(al 1 680. 10 2.5 2.5 2.5 4.06 25 3.02 10 2.47 10 1.83 10 1.53 17 20 13.2 1.86 11.7 1.86 70.2 1.86 8.55 1 6.82 1. 87 8.98 26 8.07 5.30 4.49 49 10.1 8.51 5.14 11 5.10 4 4.56 4.0 3.96 19 3.38 19 25 f 40 2.9 8.95 2.9 7.79 2.9 2.9 110 19 2.74 3.9 4.79 3.18 2.39 2.5 I 4.0 175 I 2.08 3.53 j 2.61 • 2.23 4.7 1.79 4.7 7.36 1.09 5.1 the oarmissi9le 25 0- NOMINAL SIZE 3} a 3} 3,3 4 TWICE - 7(n NOMINAL } } } 14 } 11, } in lb } } A } 8(10147 PER FOOT 11.4 9.3 7.1 8.0 4.8 3.7 15.7 12.7 9.7 8.1 6.6 7.1 5.7 1.9S 0m 18.2 10.8 0.03 0.75 12.3 8.69 0.03 0.15 7.33 8.69 0.02 0.74 S.10 5.10 0.02 0.13 3.45 3.45 0.02 0.11 16.2 0.04 11.9 0.04 7.16 0.03 5.00 0.02 3.40 0.02 11.5 406 9.64 0.05' 8.93 0.05 4.92 004 3.32 0.03 2.53 8.06 0.17 6.70 0.17 5.13 0.17 4.28 0.17 3.40 0.76 5.72 121 4.79 0.20 3.67 0.20 107 019 0.19 1.92 0.19 SAFE DISTN111YT(D LOADS 1(IFS) / MAX DEFLECTION lint SPANS IN FEET 7 . 1 • 5.30 0.34 0.61 5.75 4.27 0.33 0.59 4.43 3.29 0.33 asp 3.87 2.73 0.33 0.56 3.00 2.23 0.33 0.59 5.33 3.95 039 0.70 4 . 4 3 3.28 0.39 0.69 3.39 2.51 0.38 0.68 2.83 2.10 0.38 0.68 2.33 '7.58 0.38 ' 0.67 3.n 447 3.16 046 2.42 0.44 2.03 0.44 1.67 0.44 1.27 0.44 2.79 0® 2.34 1.84 0.81 1.28 1.79 1.41 0.79 1.25 1.50 1.18 0.79 7.24 2.19 1.30 1 .23 0.97 0.79 1.24 0.94 0.73 0.80 1.27 4.19 0.95 3.37 0.93 2.59 0.92 2.15 0.92 1.76 0.94 3.11 1.10 2.55 1.07 1.98 1.06 1.65 1.07 1.32 1.05 1.32 7.52 1.08 1.54 1.79 1.87 1.47 1.83 1.15 .81 0.96 0.79 83 0.58 7.84 3.43 t.37 2.76 1.34 2.13 7 1.76 t .34 1.44 1.37 2.54 1.56 2.08 1.55 7.62 1.54 2.5 2.5 2.2 2.82 1.86 2.32 1.84 1.79 .82 1.48 7.85 7.19 1.87 2.13 1.75 2.1 1.34 2 1 1.11 21 0.89 2 1 1.49 26 1.22 25 0.95 0.80 0.65 25 0.47 26 1.30 4,4 7.08 4,4 0.84 4.3 0.69 4.4 0.55 4.4 0.91 13 0.75 12' 0.58 5.2 0.48 5.1 0.39 U.. 0.27 5.4 20 1.81 18 1.49 18 1.15 3.9 0.94 3.9 0.73 4 . 0 Loading area 7.8 0.5t 8.2 0.40 a2 0.32 6.3 0.26 6.7 0.17 9.0 - 3 7. 819 ere711as6 for 1 8404 aoplia0 aIY falf 4 a9 I4rI494 an 4f01ta' 809 of the 99W ealtr9- rig. 1,29 710 1.06 60 0.80 6.0 0.65 6.3 0.51 6.7 0.92 7.0 0.76 7.0 0.59 7.1 0.46 7.2 0.38 0.61 712 8.47 NOMINAL 51211 YNCIC" FOOT WTED 4 Pp / MA4 OEPLECT10N 1.41 'SST in In lb 2 • 6 ' 10 12 t4 20 2S 848 1 S1.0 34.1 7.45 32.9 3.63 I and �� . a e. 'o -c -d .-d 2.31 13.5 1.19 6.69 0.03 0.10 0.24 0.42 0.94 1.29 0.63 4 2 zo i 12.7 43.0 26.9 4.07 26.9 1.92 7.60 0.99 12.0 5.95 0.02 0. o.00 0.41 0.11 1.27 .5 4.1 0.63 1• 2.0 5.08 4.78 38.9 20.3 1.46 20.3 0.75 0.49 10.5 5.06 0.10 0.23 0.41 o.ao 1.25 0.10 4.1 1i 0.63 3.53 1.99 2.56 1.89 32.7 14.5 0.62 14.S 8.61 0.09 4.26 0.40 0.97 1.25 0.00 • 2 0.08 1 6.8 2.39 0.61 2.11 1,96 0.99 0.83 26.6 9.S7 937 0.01 0.07 6.95 0,40 3.44 1.26 2.6 4.1 1100 1" MOS 11.2 5.56 3.66 0.61 I 20 646 1 37.5 31.7 17.6 0.03 0.12 0.21 0.48 I Sr Or Sr !r ^ R 8 $ g- 1 •' • - 4.: _ ff N- IV N^ N rJ rl .l - rJ ry 4 eJ 135 1.48 11 4.8 aof 1 0.16 8.26 4.63 3.04 28 7.76 142 33..1 0.71 0.47 0.03 3.00 0.27 0.48 0.74 0.01 1.•7 ale 4.8 1 2.7 4.95 3.61 28.7 1.75 1.37 1.11 0.92 0.54 0.33 2.84 0.02 0.0f 0.26 af5 0.74 1,07 1.46 2.7 4.7 24.2 73_8 3.46 102 11.8 1.99 i 1.41 0.26 0.46 1.10 0.72 0.89 , 105 2.14 0.45 2.9 0.29 4.8 1 5.7 2.35 2.39 1.57 1.15 0.90 2.7 0.61 0.37 21.9 A n 0.12 0.25 046 0.72 1.05 1.44 10 3.01 3 4 3 o.IS 11.4 7.96 3.95 2.7 1.91 7.48 193 920 0.57 9.20 1.74 0.14 432 ! 0.57 nee 0.01 1.76 MIS 5.7 1 2.7 8.67 131 172 7.06 1.00 7.08 0.48 0.30 1.51 0.04 a 14 0.01 0188 0.13 7.73 3.6 2.6 2.7 1 7.1 14.8 3.38 1.71 5.38 0.98 179 0.65 1.31 0.23 0.03 0.1• 031 0.55 087 2.6 S 4 S } 23.6 18.4 } 9.32 3.41 2.78 1.44 1.68 0.82 0.66 0.54 401 0.19 0.19 0.02 3.3 0.31 } 19.9 13.3 1.70 7.98 5.5 } 1.45 2.30 1.74 1.14 0.01 0.85 0. t6 0.43 0.25 0,15 3.3 } 16.1 8.92 0.30 3.58 0.6S 1.D 159 7.78 5.6 i'! not 1.35 ats 187 0.64 0.49 3.2 0.32 0.18 12.3 526 4.89 0.02 0.13 0.30 0.87 2.98 1 21 1.66 0.01 5.9 0.96 13 lit 10.4 173 3.75 0.71 0.01 116 12 7•6•404•14. SIZE neck- NESS NOMINAL 6E10NT Mn PODT SAPS D1*TAIUUTED LOAD[ IK M4 IPSI / A DEFLECTION I:41 SPANS IN FEET in lb 2 4 6 8 10 12 14 20 25 4 • • } 15.7 12.6 7.45 4.91 3.63 I and �� . a e. 'o -c -d .-d 2.31 1.93 1.19 0.81 0.03 0.10 0.24 0.42 0.94 1.29 2.6 4 2 i 12.7 8.53 6.17 4.07 3.01 1.92 7.60 0.99 0.84 0.02 0. 0.23 0.41 0.93 1.27 .5 4.1 1• 9.7 5.08 4.78 3.16 2.33 1.46 1.21 0.75 0.49 0.02 0.10 0.23 0.41 0.91 1.25 2.6 4.1 1i 8.1 ' 3.53 3.53 2.56 1.89 1.21 1.00 0.62 0.41 0.01 0.09 0.22 0.40 0.97 1.25 26 • 2 1 6.8 2.39 2.39 2.11 1.58 0.99 0.83 0.49 0.33 0.01 0.07 0.22 0,40 0.92 1.26 2.6 4.1 34. • 3} 1" 13.5 11.2 5.56 3.66 2.70 2.11 1.71 1.42 0.85 0.56 0.03 0.12 0.21 0.48 0.76 1 1.48 11 4.8 1 11.0 8.26 4.63 3.04 2.25 7.76 142 1.18 0.71 0.47 0.03 0.12 0.27 0.48 0.74 1.07 1.•7 3.0 4.8 1 8.4 4.95 3.61 2.38 1.75 1.37 1.11 0.92 0.54 0.33 0.02 0.72 0.26 0.47 0.74 1,07 1.46 3.0 4.7 1i 7.1 3.46 102 3.02 0.12 1.99 i 1.41 0.26 0.46 1.10 0.72 0.89 , 105 0.74 1.44 0.45 2.9 0.29 4.8 1 5.7 2.35 2.39 1.57 1.15 0.90 0.73 0.61 0.37 0.24 0.01 0.12 0.25 046 0.72 1.05 1.44 10 4.8 3 4 3 1 11.4 7.96 3.95 2.59 1.91 7.48 1.79 0.98 0.57 0.35 0.04 0.14 432 ! 0.57 nee I 29 1.76 25 5.7 1 9.3 8.67 131 Z.17 1.60 1.24 1.00 0.82 0.48 0.30 0.04 a 14 0.32 0.56 0188 1.27 7.73 3.6 2.6 1 7.1 4.80 259 1.71 1.23 0.98 179 0.65 0.36 0.23 0.03 0.1• 031 0.55 087 1 25 7.71 3,5 5.5 } 6.0 3.41 2.78 1.44 1.06 0.82 0.66 0.54 0.30 0.19 0.02 0.74 0.31 0.55 0.86 1 .24 1.70 3.5 5.5 } 4.8 2.30 1.74 1.14 0.84 0.85 032 0.43 0.25 0,15 402 0.13 0.30 0.54 0.6S 1.D 159 3.5 5.6 i'! 3.7 1.35 1.32 187 0.64 0.49 0.40 0.32 0.18 111 0.02 0.13 0.30 0.54 2.98 1 21 1.66 3.7 5.9 060460•36 vans• ad 016 ri6At of the fury line an PBBOr 61x1 1/180 of 6719965. Load vanes tD 616 47 05 Our broken lino a16 bawd on now cysity, ale we 76a else 616 bvmia' 7. natural bed Safe Load Tables for Laterally Unsupported Angles High- Strength Steel -S2 ksi yield stress EQUAL ANGLES NORMAL STRENGTH STEEL (36 ksi) BASED ON AS CA1 1968 Y X - X Loading area The tables are ty1OJaind for bads mooned anywhere ...thin half a kg ants on anew 9de of the shear c6680- h116 719 1. ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION I E ASP -30A (SR) ASP -30A (MF) 72" T'P • • ASP -30A (SR) ASP -30A (SF) TOP VIEW ASP -30A (SR) Eros ,oser4, 28" WALKWAY WITH 6" HEADERS r MOM i Ewe It 0 3EC ASP -30A (SR) ASP -30A (SF) ASP -30A (SF) 6 "ft FRONT VIEW NOTE: ALL DIMENSIONS ARE FOR REFFRENCF ONL ANr. 6pF ASP -30A (SR) ASP -30A (SF) J J7" ENW ENGINEERS NORTHWEST, INC., P.S. PROJECT # 9 9/3 6 D 3 PROJECT SUBJECT = 2-1 a) 2 0. ‘6,4 k Le' Gt t4 - 1(e4T. u Il 8K3 p 2 ZO 060 L (3 0 16. r / touP 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 5226698 St C s Utz 7 c�rzE LL& 2A a' 2. S v STRUCTURAL ENGINEERS BY 5A--v 8 6 ->" 6—' 0 7, • v34(e'Cte 3 -y y 3 DATE OS `n -0 8 SHEET - OF die O l< EN' ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS q 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # ./9�3 033 PROJECT 5,4 eyi 7» G.1.4ht DATE , S- 8 zed SUBJECT fid)I /N (' L . bt i SHEET I) OF Pludal BY /?z4. Pi; • 04S(2-4)) 2 0.0 (4.14._r) o, . )(/' • '- 4097 r; c 7 L / 2 - Lc (IL) f s' =i1 2 9 1 3 0 L- 6 au_ <1 � //lei �•�.��z a sntc-A. s�y /c. Ve/6 t ffEL [ /teaF TAB /aCffi4�✓ t Wail" i iiii.iiiimiie ii11.111 ie�i�ii i®i I �i [66' -5"] (66'-1111 [68' -7 *"1 w a • .....r r r... 1— ------ — 4..urrmc . 1 \-,„ j‘„/„: ",", o 9 R2 '. • W21 x62 �......rr� .....r, ....r.....,.___ W21 x62 R2 R2 r ? , i 9 r NW ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS DATE o.5 v SHEET OF BY Dn l� PROJECT # � c� 13 6 , 0 b 3 SUBJECT PROJECT (E) w 4 4 - 4 ( 0 0 04)r ZaoriiL J x � a ) w 33 oc 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 (4r is =1-‘' Pit/44 SEE PLAN 4x4x4 @ 7' -6 "o /c 3xx3x: x 1 ' —0 "L w 4x4x FL @ END (Sc 3 4 1 '0 EXP. BOLT SPACE @ 4 - " o/c 5 2 " EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID 0 'GNek) AT % RID i7J B TW. G'IDS T'IS P TO SECTION B -2.1 - 1 -0 „ 4 - FIRST PURLIN FRONT 1 ER ((AA11 1 1/r N ar C". a D (q 1 1 /4•TI O. Com 6N. O !) W rmP (no. cr NOTES SECTION Innovent A r Handling Equipment ENGINEER: M ENNENOA DRAWN BY: MAE JOB # 208082 FILE NAME: DATE: AMU— 1A 03/20/08 COIL � / 1 /1 "Lif. TIP. OF 4 PER SOO W 1 cSM� FVP. of 1) 7411M1110"4:11 ACCLBS..YIP. OF 1) 6 D C iarT � � p � I) I. SUPPLY a G t) OF 1 S. SUPPLY INN Ms OF 1 ) . 104 WASS 01CF INLET Il.)BWNSS DOW %MET ION AO/TOFF 0141PCRS 1 - 13 3 — 144 163@1 UR= OUBEY/Ult SATTO4 IY4 60Mft UDR OP L) AIR mow - s/a DESCRIPTION: UNIT DRAWING PROJECT: SABEY TUK 5 DATA CENTER N BIM:SS woes FIELD SUPPLIED • 551A+7E0 DUCT 1.0M MO6 is SRO 511551 ARE PRLIAANM P ONLY AMYL 0151 • UMW= CO5IELUON LOCATIONS TO 60 OLTFAIr0D FOR OED . Q CAMS L1TUS US LOCA11015 NW 51546 TAG # AHU -2A. AHU -2B 'REV #l: MODEL 9 E— CAHU- 1B /SP- 1150 FC /CW /D -1 —G • y. 13 11. 1a RETURN AIR W .y RETURN AIR IN o-. RETURN AIR W t f 2 �` OUTSIDE ' AIR IN i _ ae SECTION A J s It PLAN VIEW RI In 5 9 1/2 117 1/2 S B SECOW C B FACTORY SPLIT- FACTORY SPLIT T 3 1 RONT VIEW BYPASS _ 7 FACTORY SPLIT r Y 1, n 11 na 110 SECTION D I 11 II II II SUPPLY AIR BUT 1 SUPPLY 1 AIR OUT SUPPLY AM OU1 112 COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1 4' MPT. TIP. OF 4 PER SIDE) 2. OUTSIDE AIR DAMPER (TYP 01/4" F 2) 3. 4'. 40% MIXED AIR PRE – FILTER ( FRONT ACCESS. TYP. OF 2) 4. 12', 85R MIXED AIR FINAL FILTER (FRONT ACCESS, TYP. OF 2) 5. CHILLED WATER COIL (TYP. OF 8) 6. DIRECT EVAPORATIVE COOLING SECTION (TIP. OF 4) 7 . SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR DAMPER (T(P. OF 2) 9.) SUPPLY FAN VFD3 (TYP OF 2) 10.) BYPASS DUCT INLET (TYP OF 2) 11.) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS (TYP OF 2) 12.) -- 13.) __ 14.) MOTOR REMOVAL /I –BEAM LIFT RAIL 15.) ELECTRICAL PANEL/DISCONNECT 16.) OFT SERVICE OUTLET (TYP OF 3) /LEE SWITCH (TYP OF 1) 17.) SERVIC . - " ' L) IGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING: 48.000 LBS. LEARANCES: OUTSIDE AIR HOOD – n /a' NOTES: BYPASS DUCTING FIELD SUPPLIED h INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAIN A[ OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS UFTING LUG LOCATIONS NOT SHOWN RIGHT END VIEW 4-6 143 _ (A) 1 1/4" DEC DRAIN (TIP. OF 2) (B) 1 1 /4'0VERFLOW DRAIN (TO OF 2) (C) 3/4" MAKEUP WATER (TYP. OF 2) •* *SEE NOTES SECTION Innovent Air Handling Equipment ENGINEER: M. ENNENGA DRAWN BY: MAE JOB # 208082 FILE NAME: AHU - 1A DATE: 03/20/08 DESCRIPTION: UNIT DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG # AHU -1A REV #: MODEL Jj E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 —G BYPASS 1 AIR I BYP 1 AIR H 1 1 b I r V - I , 1 . - -, I 1, 1, J .J _ 13 11. 1a RETURN AIR W .y RETURN AIR IN o-. RETURN AIR W t f 2 �` OUTSIDE ' AIR IN i _ ae SECTION A J s It PLAN VIEW RI In 5 9 1/2 117 1/2 S B SECOW C B FACTORY SPLIT- FACTORY SPLIT T 3 1 RONT VIEW BYPASS _ 7 FACTORY SPLIT r Y 1, n 11 na 110 SECTION D I 11 II II II SUPPLY AIR BUT 1 SUPPLY 1 AIR OUT SUPPLY AM OU1 112 COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1 4' MPT. TIP. OF 4 PER SIDE) 2. OUTSIDE AIR DAMPER (TYP 01/4" F 2) 3. 4'. 40% MIXED AIR PRE – FILTER ( FRONT ACCESS. TYP. OF 2) 4. 12', 85R MIXED AIR FINAL FILTER (FRONT ACCESS, TYP. OF 2) 5. CHILLED WATER COIL (TYP. OF 8) 6. DIRECT EVAPORATIVE COOLING SECTION (TIP. OF 4) 7 . SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR DAMPER (T(P. OF 2) 9.) SUPPLY FAN VFD3 (TYP OF 2) 10.) BYPASS DUCT INLET (TYP OF 2) 11.) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS (TYP OF 2) 12.) -- 13.) __ 14.) MOTOR REMOVAL /I –BEAM LIFT RAIL 15.) ELECTRICAL PANEL/DISCONNECT 16.) OFT SERVICE OUTLET (TYP OF 3) /LEE SWITCH (TYP OF 1) 17.) SERVIC . - " ' L) IGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING: 48.000 LBS. LEARANCES: OUTSIDE AIR HOOD – n /a' NOTES: BYPASS DUCTING FIELD SUPPLIED h INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAIN A[ OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS UFTING LUG LOCATIONS NOT SHOWN RIGHT END VIEW 4-6 143 _ (A) 1 1/4" DEC DRAIN (TIP. OF 2) (B) 1 1 /4'0VERFLOW DRAIN (TO OF 2) (C) 3/4" MAKEUP WATER (TYP. OF 2) •* *SEE NOTES SECTION Innovent Air Handling Equipment ENGINEER: M. ENNENGA DRAWN BY: MAE JOB # 208082 FILE NAME: AHU - 1A DATE: 03/20/08 DESCRIPTION: UNIT DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG # AHU -1A REV #: MODEL Jj E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 —G • 1 IC I a ____ f 1 -J III � a � 1 + -- - !/1 1 / { l .j J _ ` 1 -<as 1 / ^ [� T � ' f I i C Ji �� l i ce i I 1 __ r MOM a $ - � 1 1 I a 13 I fy I MIN11■111111,1 2 Q °U1168 • Q ror (A)y 1 I/4 O C ORARI (TIP. as 2) to) t t/roNSPLow OWN n a'R. Or 2) (C) a/4 WWII vain DTP. d 2) • .SEE NOTES SECTION es Innovent Air Handling Equipment ENGINEER: M. ENNEN0A DRAWN BY: Pi 208082 FILE NAME: AHU— IA DATE: 03/20/05 DESCRIPTION: UNIT _DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG # AHU -1A REV MODEL # E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 — G PLAN VIEW 11 1n to 1.- =MON A O 4�aN C FACTORY SPLT- 1—FACTORY 2 SPLIT FRONT VIEW b I. L FACTORY SPLIT =NON 0 1. COIL CONDENSATE DRNN 1 1/4' HPT, TYP. OF 4 PER SIDE) 2. OUTSIDE AM DAMPER OF 2 D ADl - F L YER ACCESS T. OF 2) 4. II emi ED WIN FRIAL FL (FROM ACCE S. TYP. OF 2) MAW 'Y iND SE�11W1 {IYP. 0[ 4) LIP • ) Y (TYP Of 2 WIN/ (OW OP 2 2 .9. SUPPLY FM 10. BYPASS DUCT INLET (TYP OF 2) 11. BYPASS ' OUTLET WITH SHUTOFF DAMPERS (TP OF 2) 14. MOTOR YAL/1 -DEAY LIFT RM 15. ELECTRICAL OUTLET (�TOP OF 3)/LTE SWITCH (OYP OF 1) NOTES: [ WPASS DUCTW40 FELD SUPPLED Q INSTALLED DUCT L.00IOIO S & SIZES SHOWN ARE PREUMNARY ONLY ACTUAL DRAIN & OVERFLOW CONIIFLRON LOCAnONS TO BE DETERMINED FOR DEC & OR COOS UFIINB LDa LOCATIONS NOT SHOWN 212 main ENO MEW 1 r ��raaffiara f I 1 IA N a ET All W. 1 I I I ■ aM I MIN11■111111,1 2 Q °U1168 • Q ror (A)y 1 I/4 O C ORARI (TIP. as 2) to) t t/roNSPLow OWN n a'R. Or 2) (C) a/4 WWII vain DTP. d 2) • .SEE NOTES SECTION es Innovent Air Handling Equipment ENGINEER: M. ENNEN0A DRAWN BY: Pi 208082 FILE NAME: AHU— IA DATE: 03/20/05 DESCRIPTION: UNIT _DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG # AHU -1A REV MODEL # E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 — G PLAN VIEW 11 1n to 1.- =MON A O 4�aN C FACTORY SPLT- 1—FACTORY 2 SPLIT FRONT VIEW b I. L FACTORY SPLIT =NON 0 1. COIL CONDENSATE DRNN 1 1/4' HPT, TYP. OF 4 PER SIDE) 2. OUTSIDE AM DAMPER OF 2 D ADl - F L YER ACCESS T. OF 2) 4. II emi ED WIN FRIAL FL (FROM ACCE S. TYP. OF 2) MAW 'Y iND SE�11W1 {IYP. 0[ 4) LIP • ) Y (TYP Of 2 WIN/ (OW OP 2 2 .9. SUPPLY FM 10. BYPASS DUCT INLET (TYP OF 2) 11. BYPASS ' OUTLET WITH SHUTOFF DAMPERS (TP OF 2) 14. MOTOR YAL/1 -DEAY LIFT RM 15. ELECTRICAL OUTLET (�TOP OF 3)/LTE SWITCH (OYP OF 1) NOTES: [ WPASS DUCTW40 FELD SUPPLED Q INSTALLED DUCT L.00IOIO S & SIZES SHOWN ARE PREUMNARY ONLY ACTUAL DRAIN & OVERFLOW CONIIFLRON LOCAnONS TO BE DETERMINED FOR DEC & OR COOS UFIINB LDa LOCATIONS NOT SHOWN 212 main ENO MEW MIN11■111111,1 2 Q °U1168 • Q ror (A)y 1 I/4 O C ORARI (TIP. as 2) to) t t/roNSPLow OWN n a'R. Or 2) (C) a/4 WWII vain DTP. d 2) • .SEE NOTES SECTION es Innovent Air Handling Equipment ENGINEER: M. ENNEN0A DRAWN BY: Pi 208082 FILE NAME: AHU— IA DATE: 03/20/05 DESCRIPTION: UNIT _DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG # AHU -1A REV MODEL # E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 — G PLAN VIEW 11 1n to 1.- =MON A O 4�aN C FACTORY SPLT- 1—FACTORY 2 SPLIT FRONT VIEW b I. L FACTORY SPLIT =NON 0 1. COIL CONDENSATE DRNN 1 1/4' HPT, TYP. OF 4 PER SIDE) 2. OUTSIDE AM DAMPER OF 2 D ADl - F L YER ACCESS T. OF 2) 4. II emi ED WIN FRIAL FL (FROM ACCE S. TYP. OF 2) MAW 'Y iND SE�11W1 {IYP. 0[ 4) LIP • ) Y (TYP Of 2 WIN/ (OW OP 2 2 .9. SUPPLY FM 10. BYPASS DUCT INLET (TYP OF 2) 11. BYPASS ' OUTLET WITH SHUTOFF DAMPERS (TP OF 2) 14. MOTOR YAL/1 -DEAY LIFT RM 15. ELECTRICAL OUTLET (�TOP OF 3)/LTE SWITCH (OYP OF 1) NOTES: [ WPASS DUCTW40 FELD SUPPLED Q INSTALLED DUCT L.00IOIO S & SIZES SHOWN ARE PREUMNARY ONLY ACTUAL DRAIN & OVERFLOW CONIIFLRON LOCAnONS TO BE DETERMINED FOR DEC & OR COOS UFIINB LDa LOCATIONS NOT SHOWN 212 main ENO MEW • ENVY ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # d 06 07 PROJECT SUBJECT S /Z -s Akio a 3 FLoikt 4B t [. 3 L3 ( p‘xvxroLsr @J 1 ,3 De_ - 55 /iJ A) 2 a -.4. -V6 z viiax)ce , 5P of z z. G�cL z 2 .b A.efC, 9 pO„Ir LaK J (3/i (up) I 9.1j(c o) v .SGO P� t ,5 Cy-- ) : 2, 6,, 4 r . = s.3 P3 z , 3Z ( 7 . 4( (c,) 3 - y 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 60 v < lc' e,32 Ste/ oat 6,. t , / L -- 3, ZO LJ >st 30 DATE 3 -v SHEET ' 2/1 0 B Y e;kZv j /2t-BuI SZk 7ftL /- 5 R.14 I) � -' . 3u (") 0 1'41 •■ 4 1, ••• 4 i Ai ?4 N A fr Ci o F 'h 1�.o j - 4/ I t" ° 3ti 12E2;3 1-b A g1 .40 I II ii 3 z to 15 '17 101140 RSA OP01146 6 pers 4.4kAk_st <1' . " I ■ ..or •••••• • . +V r.: Arb 16 7 , 1111114 411" •--- A ,i, . Al I. ii 0 - I AN k *Zig 1 1 i I !GED HVAC PLAN - LOWER \ / r 7 1 I /\ 1 / I /I I I i gat e p SUPPLY I L I I co V kr1-1 ‘v, ob--r,JC SPIV WINO it Or MW *la MOO OW 4) RA (rtp 2 • A Rev: 580001 Page 1 User KW-0806898, Ver 5.8.0, 1-Dec-2003 Composite Steel Beam (c)1983 -2003 ENERCALC Engineering Software intergatee _bldgl.ecw:Calculations N.:46..S.X.:]yWiONN.6+iN#,X,X .V• N1WN9J TkUi 6: UVA\\ ONOC.401MMIA^G,A.70,,R% y` hhX 4X. X....>: MMI s( S4'. i4iC, X0r ..•NVX•A•s,W.X....VC'e44WCM4Awy 1NbQ4CK4•X PX..77.0>X4XV.40. ...V Description Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location Full Span Uniform Loads... # 1 0.690 k/ft # 2 k/ft Full Span Uniform Loads... # 1 0.200k/ft Shear Studs 2 Shear Transfer typical floor joist for SDC - 52 third floor Dead Loads (applied before 75% curing) W18X36 30.000 ft 9.250 ft 6.500 in 2.000 in 12.000 in 5.000 in Perpendicular Slab Both Sides Actual # Studs 8 per 1/2 beam span Stud Capacity 11.50 k Total req'd 1/2 Span 6 studs Nth @ 100% 267.80k Title : Dsgnr: Description : Scope : Point Loads... #1 Zone 1 from 0.000 ft to 4.867 ft , Use 3 studs Zone 2 from 4.867 ft to 9.733 ft , Use 3 studs Zone 3 from 9.733 ft to 14.600 ft , Use 2 studs Zone 4 from 14.600 ft to 19.733 ft , Use 2 studs Zone 5 from 19.733 ft to 24.867 ft , Use 3 studs Zone 6 from 24.867 ft to 30.000 ft , Use 3 studs Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Design Input , WY/ /1///! // / //l/! / / ////M //// llll!/ k%/ A'!! N!/// ll///,/,/!/!/// f! f/ fff//1/ l/ l//////////////////////// l//////// f///! l///! ll//////// N///// f// f/!!/!/ l/! l/// lf////// 1,// /!!ll/!/ /////// //!/i////...!!/! %// l//////! l///!/ l/,// l!// ll/A'f///N/!l! /l/! /!!////1///.3 Fy 52.00 ksi fc 3,000.00 psi Concrete Density 145.00 pcf Stud Diameter 0.750 in Stud Height 3.500 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi 11/A %///.N %l %/ / / //J i%l. /, % l// ll////////l ltUN/ 1 / //1 /1/.4 %lll+%/...: <4'l1/.0 %!1/lllll .. //.Vltll /llll/////l:.../.. //1/// //1111//!. 44 %/ W// %//,/,...1 111 / /1/1l %l///!ll!/ // / ///.... llll ll/. dH%/1. %ll1 /N. ////1 "11//// //l//44 JI.0 5: Point Loads... # 1 5.600k # 2 5.300 k Live Loads ( applied after 75% curing) r w a w :: v . > � \\\ \v : ; � �\ w h\ u av w aw .w w s . \\ \ \ �w a+» : aw c tt\w a» v a w a x : av yw > : � .w , w r\ w am\ vuvv a v a t w > : a � \\wawa : c xv 4 < a+. v ro + � .v . \\� a , �ti ra a > a w .+ �\ v . \w a x\v :: o n a• 4 yw .w aro 4 4 ati a r � m 4 ro a w a h\ v yw � w .w 4 x > :.\ .w .�+ w o omvw 4 4 e o a 4 c w o 4 m x V'h : min Vh : Used k Job # 4/ea( - Date: 6:16PM, 8 MAY 08 11.000ft 20.250ft ft Using: W18X35, Span = 30.00ft, Slab Thickness = 6.500in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.00in w/ Slab Both Stress Checks for Shored & Unshored Cases... Bottom of Beam Unshored DL Stress Actual Shear Stress Unshored Stress Check.... (Mdl /Ss + MII /Strans) MII / Strans(top) Actual = Actual = Actual = Actual = Actual = 22,820.2 psi 28,793.3 psi 3,673.4 psi 31,987.2 psi 68.6 psi Alternate Unshored Stress Check : (Mdl + MII) / Ss Shored Concrete Stress Check....(Mdl + MII) / (Strans:top * n) OK Shored & Unshored Allowable = 34,666.3 psi OK Allowable = 34,666.3 psi OK Allowable = 20,800.0 psi OK Allowable = 46,800.0 psi OK Allowable = 1,350.0 psi OK 33,475.2 39,520.0 psi 490.3 1,350.0 psi `f+']C': KKK` f. NV?:. YKS• Y. sVt\ K�\': V: fi.•%' S4.' 4Ki' d�3YSt9G` OCQYXKS�L1\` 4SVJRNR` L'1 32: C; ttYQ` S! K'C<.\" Sb�NP�flSfl6GQGffiLAi"' AKY'C SSYX4Y. QfC4CiP�144D�OQ LUSL4A?fSLQ23`�RSt SPV4??A 66.95 k 92.00 k N Rev: 580001 User: KW- 0606898, Vet 5.8.0, 1- Dec -2003 Composite Steel Beam Page 2 (c)1983 -2003 ENERCALC Engineering Software intergatee _bldg1.ecw:Calculations : ss. �v�wx��e} �: vwsxvowasxti�vxwx :�w}}ria»N.rw:w.r'avxro}�wti roaxw�wunw> ca�ca�uo:, rowxaavwxam�mva: amw», roaawuamsav» xacaoxw� .rcxoas:coc.swa�»orti�awcmcu.Ka vwo}xcocaa;aao:cw » aow.0 Description I : Effective 1,393.35n4 Unshored 1.517 in 0.000 in 0.090 in 1.517 in : L / 237.4 1.607 in : L / 224.0 Deflections : 1?a�4V.\ tlAh�Vh41. �F% AY. 20D: h% M` 8% bRb) 33: DSD' JSJ% tAV' ttA�] MJb}?` w'. di' lMX :AbM'tbXLXLY)L'Ab�AWU�LL.Y>SLb? W. WLdDXJA�d (dDWJDJ2�LA�dC.bMC.%d6�X`L-0 OTC <dDU�D3M2vV)K•OLY�&b9.+SfN30L' :d65CNw�i>h'��.v 544560.56 Reactions I : Transformed Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection Load Combinations... Dead + Constuction Composite Max DL + LL Analysis Values Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left Shear @ Right Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I -steel S steel : top S steel : bottom typical floor joist for SDC - 52 third floor 138.27 k -ft 138.27 k -ft 22.50 k -ft 160.76 k -ft 19.14 k 19.51 k , rk/// l.4 rlr N.• %/ /// W18X35 17.700 in 6.000 in 0.425 in 0.300 in 10.300 in2 34.986 #/ft 510.00 in4 57.63 in3 57.63 in3 Left 16.14k 3.00 k 19.14k Fb : Allow n : Strength n : Deflection Title : Sahali Sancks Intergate E. Building Job # 14/eita Dsgnr: Date: 6:16PM, 8 MAY 08 Description : check exsiting stresses in Berkely roof framing system. Scope : 2,017.13 in4 Shored 0.555 in (after shores removed) 0.000 in 0.090 in 0.555 in : L / 648.5 0.646In : L / 557.6 34.32 psi 9.29 9.19 Right 16.51 k 3.00 k 19.51 k Ixx : Steel Section 510.00 in4 I transformed 2,013.39 in4 Strans : top 423.58 in3 Strans : bot 103.53 in3 Strans : eff bot 84.53 in3 n'Strans : Ef @ top 2,527.7 in3 X -X Axis from Bot 19.45 in Vh @ 100% 267.80k Effective Flange Width... Based on Beam Span Based on Beam Spacing Effective Width 7.500 ft 9.250 ft 7.500 ft no 4 8 re-- 29 1 JOB # © O J L 193 7/8 Innovent Alr Handling Equipment 119 5/16 I 27 3/4 L ENGINEER: UFKAWN 13Y: ACT 2.0 F 6/5408 010 -AHU -1,2,3 UA I t: 16 AprIl 2008 DESCRIP f ON: Elevation v�cr: Sabey UPS Room IAU# AHU -1,2,3 'MUUEL # CAHU -1 A- 0607 - 13000- FCDMCW -A-1 COMPONENTS 1 MIXING BOX Reeirc (HxW):31x77 Outside (HxW):29x66 2 PANEL FILTER 3 CARTRIDGE FILTER 4 DIRECT EVAPORATIVE CCDLING, 5 CHILLED WATER COIL 6 FAN 7 OUTLET (Hx W):27.75x67.75 8 CONTROL PANEL UNIT WEIGHT 6,100 LBS %/me ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # 9.9(3(0 Q33 SUBJECT AMU s24l I, & s(4 ) Pe gl,G Cut.-r) 2 /5;2 /i0 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT S» may g/yijr'C- fa4t0t SOC - 5 DATE k 1J $ Z 4 I SHEET OF 4 1' BY 5 i5/j 0 • 4 t • r J O (� 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT # PROJECT DATE ,,.A �/ SUBJECT SHEET OF 0 • E NW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS Q a-8" w 7z• ,Q = 30,_ l.JE 2 26,000 BY 121 3 1/2 • I MIXED AIR IN r , 6 JOB # ENGINEER: URAWN I:3Y: ACT 2.0 DESCRIPTION: Elevation PROJECT: Sabey UPS Room !Au S - Bottom UPS - Top, UPS - Bottom IKEV V: B 4 254 1/8 215 18 s ` 1 ` 1 6 Innovent Air Handling Equipment 8 F UNTW 0284 -02B -UPS -Top, 05 May 2008 SUPPLY AIR OUT 10 m m 3 1/2 CAHU -1 D- 0509 - 13000 - FCDMCW -A-1 COMPONENTS I INLET: MIXED AIR (HxW): FEEDS BOTH TUNNELS 2 INLET; ISOLATION DAMPERS (HxW): FULL AIRTUNNEL 3 PANEL FILTER 4 CARTRIDGE FILTER 5 DIRECT EVAPORATIVE COOLER 6 CHILLED WATER COIL 7 SPACER SECTION/VAV FILTER LOADING ALLOWANCE 8 FAN 9 10 OUTLET; ISOLATION DAMPERS (HxW):FULL AIRTUNNEL 11 OUTLET; ISOLATION DAMPERS (HxW): FULL AIRTUNNEL 12 CONTROL PANEL 13 SUPPLY FAN VFD UNIT WEIGHT 9,800 L13S 31/2 V • • —16 JOB # 254 1/8 215 1/8 Innovent Air Handling Equipment ENGINEER: UKAWN BY: ACT 2.0 10 DESCRIPTION: Plan PROJECT: Sabey UPS Room 16 �--3 1/2 0 0 �aE N I A(i iF F UNT080 28 4-0 2B- UPS -Top, OF S -Bottom UPS -Top, UPS-Bottom 05 May 2008 CAHU -1 D- 0509 - 13000 - FCDMCW -A -1 COMPONENTS 1 INLET: MIIXED AIR (HxW): FEEDS BOTH TUNNELS 2 INLET; ISOLATION DAMPERS (HAW): FULL AIRTUNNEL 3 PANEL FILTER 4 CARTRIDGE FILTER 5 DIRECT EVAPORATIVE COOLER 6 CHILLED WATER COIL 7 SPACER SECTIONNAV FILTER LOADING ALLOWANCE 8 FAN 9 10 OUTLET; ISOLATION DAMPERS (HxW):FULL AIRTUNNEL 11 OUTLET; ISOLATION DAMPERS (HxW): FULL AIRTUNNEL 12 CONTROL PANEL 13 SUPPLY FAN VFD (PER TUNNEL) UNW.WEIGHT 9,800 LBS Zoning of Receiver Property Sound Level Limit (dBA) Daytime Nighttime Residential 60 50 Commercial 65 65 Industrial 70 70 June 25, 2008 - - • . ACOUSTICS : SS A Stewart • Alt Allaoua Marcelo Garcas Sabey DataCenter LLC 3355 South 120th Place Tukwila, WA 98168 ACOUSTICS RE: Sabey Data Center SDC 52 Chiller Installation Dear Marcelo, Property Zoning and Pertinent Code Requirements Table 1: ACOUSTICS ACOUSTICS Permit, , r t_ This report presents an evaluation of new Chiller equipment noise from the Sabey Data Center SDC 52 Chiller Installation at 3355 S. 120th Place (Intergate East Campus) in Tukwila, Washington to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. According to Chapter 8.22.040 of the City of Tukwila code, noise levels are based on the land use zones of the source and receiver properties. The Sabey DataCenter building is zoned MIC /H (Industrial). The Homeland Security property to the Southwest is zoned MIC /L (Industrial). The single family house at 3418 S 126th Street Southeast of the site is zoned LDR Residential. The apartment complex directly west of the site, across International Blvd are zoned C /LI (Industrial). The City of Tukwila noise limits for these receivers are listed in the following table: City of Tukwila Noise Limits for Industrial Sources Since the chillers are operating on a 24 -hour basis, they must meet the 50 dBA nighttime code limit at the residential receiving property. 222 Etruria Street, Suite 100 Seattle, WA 98109 206.839.0819 ph II 206.839.0824 fx Sabey Data Center SDC 52 Chillers Equipment Figure 1: Proposed Chillers Page 2 The proposed equipment consists of 2 current and 6 future (8 total future buidout) Multistack ASP-30 Chillers which have the following sound levels according to the manufacturer: so E I 111 1 I I I. 1' ' 3 I I • 1 SSA sZar ftl: VARY 1147 ME NM -- Immin■ilm r-..; LJJU LL 00. DOI ts CO OR. PM Ili a OOP I IVYW T•L T _L _I) AAP 1..09 1.1. 1311. PLICSAIM DRS ro:v .Loot, e MO ROT .102•11611160011¢10110111750.1 1 Lesl. 1.0917 111.01/1.11 Octave Band Sound Pressure Level (dB) Manf Model dBA @ 30 ft 63 125 250 500 1000 2000 4000 8000 Multi Stack ASP-30 77 44 61 64 69 73 70 67 63 Sabey Data Center SDC 52 Chillers Equipment Figure 1: Proposed Chillers Page 2 The proposed equipment consists of 2 current and 6 future (8 total future buidout) Multistack ASP-30 Chillers which have the following sound levels according to the manufacturer: so E I 111 1 I I I. 1' ' 3 I I • 1 SSA sZar ftl: VARY 1147 ME NM -- Immin■ilm r-..; LJJU LL 00. DOI ts CO OR. PM Ili a OOP I IVYW T•L T _L _I) AAP 1..09 1.1. 1311. PLICSAIM DRS ro:v .Loot, e MO ROT .102•11611160011¢10110111750.1 1 Lesl. 1.0917 111.01/1.11 Sabey Data Center SDC 52 Chillers Predicted Noise Levels: Page 3 Noise from the chillers was predicted to the following three receiver locations (see Figure 2): R1: The Homeland Security property 470 feet south of the chillers. R2: Beverly Hills Apartments approx 600 feet west of the chillers. R3: Single Family Residence at 3355 S. 120th Street approximately 500 feet south of the chillers. Figure 2: Site Plan and Receiving Properties Source R1 R2 R3 Initial Build (2 Chillers) 53 56 44 Full Build (8 Chillers) 60 62 48 Code 70 70 50 Sabey Data Center SDC 52 Chillers Predicted Noise Levels: The sound level predictions were conducted taking into account source reference sound levels, source and receiver elevations, and barrier or noise - reducing effects provided by intervening building parapets, topography, vegetation, etc. Predictions were made for the initial build and the final build. Page 4 As shown in the above table, noise from the equipment will meet the code limits at all of the receiver properties. Additional mitigation measures are not necessary. Sincerely, SSA Acoustics, LLP Alan Burt ACOUSTICAL CONSULTANT 05 -04 -2009 MARCELO GARCES 12201 TUKWILA INTERNATIONAL BL TUKWILA WA 98168 RE: Permit No. D08 -280 3355 S 120 PL TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D08 -280 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/02/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. q 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 I June 6, 2008 Marcelo Garces 12201 Tukwila International BI 4 Floor Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -280 Sabey Data Center — 52 — 3355 South 120 Place Dear Mr. Garces: 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregorat 206 433 -7166 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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, Brenda Holt Permit Coordinator wer • City of Tukwi • Department of Community Development encl File No. D08 -280 P:\Permit Cen ter \Correction Letters\2008\D08 -280 Correction Ltr # 1.DOC Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I DATE: APPLICANT: RE: ADDRESS: • May 15, 2008 Marcelo Garces D08 -280 3355 S 120 PI PLANNING DIVISION COMMENTS • Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. Screening of the rooftop mechanicals is required as a condition of your design review. Continue the existing screening around the rest of the building. Modify your plans to reflect this. Reid iddleton May 30, 2008 File No. 262008.005/00601 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Sabey Data Center (D08 -280) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The comments below do not require a response from the permit applicant. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature, but if it is determined otherwise, the applicable special inspections are noted below. 1. Installation of concrete expansion anchors: Continuous. 2. Fabrication and erection of structural steel: Periodic. 3. Structural welding of structural steel: Periodic. The "red- lined" revisions noted below were made to the drawings with the concurrence of the structural engineer. The other sets of drawings should be reconciled in preparation for permit issuance. 1. Sheet S1.1. Change references from Detail A -1.1 to B -3.1. Delete references to Sheet S6.2. 2. Sheet S2.1. Add a note: "for reference only." 3. Sheet S3.1. At Grid 8, change references from Detail A -3.1 to B -3.1. 4. Sheet S4.1. At Grid E.4/7, change reference from Detail A -4.1 to A -4.1 SIM and add note: "4- inch - diameter standard pipe at each corner. Delete references to Sheets S7.1 and S7.2. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila May 30, 2008 File No. 262008.005/00601 Page 2 Enclosed are two sets of the structural drawings; the architectural, mechanical and plumbing drawings; and structural calculations for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. P . ip Brazil, P.E., S.E. Senior Engineer Enclosures cc: Marcelo Garces, Sabey Construction (by e -mail) Josh Johnson, Sabey Construction (by e -mail) Bob Winfrey, Callison (by e -mail) Dan Lake, Engineers Northwest (by e -mail) Brenda Holt, City of Tukwila (by e -mail) dop:\ doc \26 \planrevw \tukwila \08 \t006r 1. doc \prb Reid iddleton May 16, 2008 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Sabey Data Cneter 52 — D08 -280 3355 South 120 Place, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, IJ�'l /1 �1 Brenda Holt, Permit Coordinator encl xc: Permit File No. D08 -280 • City of Tukwila Department of Community Development Jack Pace, Director H:\Documents\Structural Consultant\D08 -280 - structural review.DOC Page 1 of 1 bh Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -280 DATE: 07 -31 -08 PROJECT NAME: SABEY DATA CENTER 52 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Buil Divibin' PPuubli Wo k • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Gil - Fire Prevention Structural ❑ Planning Division Permit Coordinator L T R ,, D� MINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -05-08 Complete Comments: Documents/routing slip.doc 2 -28 -02 L� REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Incomplete ❑ DATE: DATE: Not Applicable Permit Center . Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route R Structural Review Required ❑ No further Review Required n DUE DATE: 09-02 -08 Not Approved (attach comments) n Permit Center Use Only . • • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -280 DATE: 06 -18 -08 PROJECT NAME: SABEY DATA CENTER - 52 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Documents/routing slip.doc 2-28-02 •PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n n DUE DATE: 06-19-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 07-17-08 Not Approved (attach comments) n DATE: 'M iw tOl oa Planning Division Permit Coordinator Li Not Applicable n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Mk/ t -° u• ing Division Public Works 61SN Comments: TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: P ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -280 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # - DATE: 05 -14 -08 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fir Ploo e Prevention n Planning iD vi ion e v ee o a g s Strtur I DATE: DATE: Permit Coordinator DUE DATE: 05 -15 -08 Not Applicable ❑ No further Review Required DUE DATE: 06-12 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: ( UJ i Departments issued corrections: Bldg ❑ Fire ❑ Ping LYE PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF IN TIALS -7-31 -og UMl NIA Received by: Summary of Revision: + 6,,; e . u, , ,,vi P g Received by: /osif JoH..ISoJ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: S, SITE ADDRESS: 33 C ev.4 s t a-o REVISION LOG PERMIT NO: b() - ,3..13 0 ORIGINAL ISSUE DATE: - 1 -7 -d ' lease print) (please print) (please print) (please print) Date: -3 / S 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. Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 33 SS 3 129' ' 7Z Contact Person: ,4FC h Phone Number: 2 - 3 (r . 636 6 1/ - Summary of Revision: - 37e964/ 7a/ hp 4fL<S17 r.41416,1C #D12 fCA-7ir2a 1 4 'A yO8 - 200 RECEIVED CITY OF TUKWILA JUL 312008 bailWAIrGEATER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Entered in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: I 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: ❑ 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: SABEY DATA CENTER - 52 Project Address: 3355 South 120 Place Contact Person: Marcelo Garces S mmary of Revision: CA/ Created: 8 -13 -2004 Revised: 1/ l WD R-1 - K/ )i /M ,EA/C/ ,.,AA vC 54i 4CL Plan Check/Permit Number: D08-280 Sheet Number(s): A-1 D "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1.�/l Entered in Permits Plus on ae((t db lapplications\forms- applications on Iinelrevision submittal • setecaven are 4.11: ': 'JUN 18 2008 PERMIT CEN ftsl, Phone Number: Cc. tol IN T ale Flev rti -flh S n 01--H- fit 61,61 Or R =ooi- St7-a"14 tiv(, wal/L A IA/ dw a License Information License SABEYCI033KM Licensee Name SABEY CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601532164 Ind. Ins. Account Id 33122102 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD Address 2 4TH FLOOR City SEATTLE County KING State WA Zip 981685121 Phone 2062814200 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/14/1997 Expiration Date 1/6/2009 Suspend Date Separation Date Parent Company Previous License DASCOC *066KD Next License SABEYC *953RE Associated License Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A 01/01/1980 POOLE, LAURENT D 01/01/1980 HARMON, JAMES N 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries 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. HARTFORD FIRE Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYCI033KM 07/07/2008 Sabey Data Center Central Plant - Building 5 3355 South 120th Place Tukwila, WA 98168 Project Number 208277.01 June 16, 2008 PERMIT ' ESUMITTAL RL.`iSlONS_ " s'il be r nr to the scr pe vith ,lit prior apnro',.'al of - • „fi!n sikling Division. • • .'1 .� n raryn ciihrnirgl . r ARATE PERMIT LQU RED FOR: fvMechanical Electrical - iumbing Baas Piping O fty of Tukwila I Y a DlVlS!ON FE P Permit Mo. , - 2.1 0 Mar review approval is subject to emirs end omissions. Approval of construction document does not authorize the violation of any adopted code or ordinance. Receipt 0' approved Field Copy and conditions is ao miss• a By Date: "cif v City of Tukwila BUILDING DIVISION j: \projects \sa bey \sdc52 \caddsdc52 \sheets \sdc52_cover.sht 0) c O � U N m co CO — N ,„aco co �� (5 L (6 co REVIEWED FO R C ODE COMPLIANCE APPROVED JUL o 2008 City 0 BUILDIN CALLISON 6/17/2008 3:22:27 PM CORRECTION - 2Bo RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER COPYRIGHT © 2003 CALLISON ARCHITECTURE, INC. 25' RECIPROCIAL ACCESS EASEMENT RAINIER COLOR McLEO USA BUILDING 2 107,489 S.F. OCCUPANCY S PARKING 1/1000 =108 V -N SPRINKLERED UNLIMITED AREA LIGHT REALM 3333 S. 120TH PL 39,405 S.F. Q � BUILDING 3 CC 161,445 S.F. OCCUPANCY F Q 1= N ° V - N SPRINKLERED PARKING /1000 161 AREA 35,080 S.F. 2 HR AREA TRANSFORME i PAD Ae VACANT SEPARATION WALL BLDG. *3 SWITCH GEAR 24,840 S.F. PROPOSED 2 HR. SEPAR- ATION WALL SEPARATION WALL 30' YARD YARD AREA 2 HR AREA SEPARATT 189640 S.F. N WALL 18,640 S.F. OPTION YARD V/ i NEW FIRE WALL • , 3411 S. 120TH PL. BUILDING 1 98,564 S.F. PARK O SWITCH PARKING CCUPANCY 1/1000 =99 FC N GEAR V-N SPRINKLERED SWITCH # CH GEAR ^ y� YARD AREA MAIL CENTER 389083 S.F. 2 HR AREA SEPARATION WALL 28,627 S.F. 30' RECORDED NON BUILD EASEMENT 2 HR AREA SEPARATION WALL BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V-1 HR SPRINKLERED 39,627 S.F. ENCLOSED 2 HR AREA SEPARATION WALL z Q Q 9y4. r z CL Or �J �Q w CC ADJUSTED LOT LINE FIRE LANE NOSTANDING OR PARKING AT ANYTIM BLDG. *4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEME Sec. 9 1/4 Car. Sec. 10 1/ft tor. �d z CI ,q H- U w cr) Inc w e° rf' PROJECT LOCATION 60' RECORDED NON BUILDABLE EASEMENT DATE 5/14/08 10 olec a•ey ca a s . s ee 11 17 P RI HT D 201 PERMIT SET 0 CU C L a) C', I— O N N RECEIVED CITY OF TUKMLA JUN 18 2008 PERMIT CENTER ISSUED / REVISED SITE PLAN A -001 C) N Q aD rn C 0 0) C co CIS ai a) N T LO CO CO o L r O Q O L co N CO L ++ C O Cd N Oa) CO in ▪ N CD C0 CO C N N CO CO C4 CO a a N N F 1L a0 (0 co C) Q Co 0) C•) 0 cry a I- 0 W 0 a PERMIT RESUBMITTAL 6/16/08 DIVISION 1 01100 SUMMARY A. This specification includes requirements for several Projects, consequently it may contain elements which do not apply to this particular project. Refer to the Drawings to determine whether the specified element applies to this Project. B. Contact the Building Owner for additional requirements and conditions. 01330 SUBMITTAL PROCEDURES 1. Identify deviations from Contract Documents. Leave space for Contractor and Architect review stamps. A. Submittal Procedure: 2. Review and sign each submittal prior to submittal to the Architect. Unsigned submittals will be returned by the Architect. 3. Transmit each item to the Architect. Include project name, Contractor name, subcontractor or supplier name, and drawing sheet, detail number, or specification section number corresponding to the submittal as appropriate. 4. Make submittals as required to cause no delay in the Work. Allow sufficient time for possible revision and resubmittal of rejected submittals. Coordinate submittal of related items. 5. Revise and resubmit rejected submittals as required to obtain approval, identifying changes made since previous submittal. B. Shop Drawings: 1. Number oT Copies: Submit two copies for review. Architect will produce electrostatic copies for record, and send the original mark up copy back to the Contractor. 2. Drawings shall show quantities, materials, methods of assembly, adjacent construction, dimensions, and all other appropriate information to fully illustrate the work. Show additional elements as specified in the technical Sections. C. Product Data: 1. Mark each copy to identify applicable products, models, options and other data; supplement manufacture's standard data to provide information unique to the work. 2. Submit the number of copies that Contractor requires, plus one additional copy that will be retained by the Architect. D. Samples: 1. Submit samples as specified in the technical sections. 2. Include identification on.each sample giving full information. 3. Unless otherwise specified, submit the number of samples the Contractor requires, plus one additional sample, which will be retained by Architect. DIVISION 2 02221 SELECTIVE DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the Work. B. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. C. Carefully remove materials and components to be salvaged or reused at this location. Contact the Owner to determine which items will be claimed. Temporarily store salvage materials and transport them as directed by the Owner. D. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Saw cut concrete, including trenches for new conduit and piping in floor slabs. E. Repair all demolition performed in excess of that required, at no additional cost to the Owner. DIVISION 3 03546 CEMENTITIOUS UNDERLAYMENTS A. Summary: Cementitious underlayments to prepare defective concrete slab surfaces to receive new floor finishes and to provide transition between floor finishes of different elevation. B. Self Leveling and Trowelable Underlayments: Cement based material; minimum 28 day compressive strength 4,500 psi when tested in accordance with ASTM C109; minimum bond strength 200 psi. C. Accessories: Furnish primers, fillers, and other accessories as recommended by the underlayment manufacturer for the conditions of the Project. D. Preparation: Ensure that subfloor is clean, dry, hard, sound, and free of oils, or other substance that would affect proper bonding and curing. Conform to manufacturer's recommendations. Grind down high spots. E. Application: 1. Apply materials in accordance with the manufacturer's recommendations. Use rimer over substrates as recommended by the manufacturer. 2. 1 olerances: Flat to within 1/4" in 10 feet (FF25, FL20 over test area; FF20, FL17 local minimum). DIVISION 4 - NOT USED DIVISION 5 - METALS 05400 COLD FORMED METAL FRAMING A. Miscellaneous metal framing - "Unistrut ", 1 5/8" x 1 5/8" framing channels or equal. B.Miscellaneous Metal Framing Installation: 1. Install metal framing in accordance with architectural and structural drawings. 2. Provide manufacturer's standard framing accessories as required to provide complete and rigid framing system. 05735 PERFORATED METALS (NOT USED) A. Security Mesh 1. Type 1 Security Mesh: Amico Security Products ASM .75 -13F steel mesh. Accessories: Secure attachment clips. 2. Type 2 Security Mesh: Riverdale WireWall High Security Fencing - 1/2" x mesh fencing. B. Security Mesh Installation 1. Install metal framing in accordance manufacturer's recommendations. 2. For security mesh installed in walls, attachment screws shall penetrate metal stud framing. Security mesh shall be on the non - secure side. 3. For security mesh installed above ceilings or under raised floor, attachment screws shall penetrate metal stud framing. Security mesh shall be on the secure side. 3" DIVISION 6 06100 ROUGH CARPENTRY A. Terminal Backboards: APA AC grade exterior; fire retardant treated; UL "FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -27 Type A for plywood. B. Terminal Backboard Installation: 1. Provide plywood terminal backboard for telephone systems where indicated on the drawings. 2. Mechanically apply directly over gypsum backing board. x 8 Gage 06400ARCHITECTURAL WOODWORK (NOT USED) A. Summary: Requirements for the following as applicable to the Project. 1. Standing and running trim. 2. Wood door and glazed relite frames. 3. Plastic laminate and wood veneer casework. 4. Wood veneer paneling. B. Quality Assurance 1. Fabricator: A minimum of 5 years experience in the fabrication of custom architectural woodwork of the type specified. 2. All Architectural Woodwork shall be under the responsibility of a single fabricator. 3. Unless specified otherwise, perform work in accordance with AWI Custom" grade standards. C. Referenced Standards 1. Architectural Woodwork Institute (AWU: Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program (Current Edition). D. Submittals: 1. Shop Drawings. Indicate materials, components, profiles and configurations, dimensions, fastening methods, jointing details, colors and finishes, and accessories. Details shall be at a minimum scale of 1 -1/2 inch per foot. 2. Samples: a. Solid Wood with Transparent Finish: Submit 12 inch long samples representative of the maximum range of color and graining to be expected for each species, cut, and finish combination to be provided. b. Veneer Paneling: Submit 8" x 11" samples of each species, cut, and finish combination for each veneer; include core material and edge treatment. c. Prefinished board; include color samples. d. Plastic laminate. 3. Product Literature: Submit literature for casework hardware components. E. Materials: 1. Lumber: a. Transparent Finish Lumber: AWI Grade I; species and cut as listed in the Finish Schedule. b.Opaque Finish Lumber: AWI Grade II Poplar. 2. Plywood: APA rated in accordance with PS 1; 3/4 inch thick AC exterior grade unless indicated or specified otherwise; touch sanded where plastic laminate veneers are to be applied. 3. Wood Veneer Flitches: AWI Grade AA; species and cut as listed in the Finish Schedule. 4. Particle Board: ANSI A208.1; grade M -2 5. Medium Density Fiberboard (MDF): ANSI A208.2 Class MD. 6. Pre - finished Board: Low pressure melamine over particleboard, MDF, or hardboard core; select colors with closest match to adjacent surface material, unless approved otherwise. 7. Plastic Laminate: a. Brands and colors as scheduled on Drawings. b. Exposed: NEMA LD -3; general and vertical grade, c. Backing Sheets: NEMA LD -3; backing grade; undecorated. F. Accessory Materials: 1. Cabinet Hardware: a. Pulls: 4 inch wire pulls; brushed chrome finish. b. Drawer Slides: 3/4 extension; ball bearing; powder coated finish; rail mount; Blum or approved; load rating as required for the application. c. Concealed Hinges: European style; concealed; self - closing; 125 degree of opening, Blum, Grass or Hafele. d. Cabinet Shelf Brackets: Metal pin style support; chrome finish. e. Wiring Grommets: Doug Mockett and Company, Inc. TG Series, or approved; size to match application; standard color with closest match to countertop color, unless approved otherwise. 2. Closet Hardware: a. End Flanges: Polished steel; sized to fit diameter of steel. b. Closet Rod: Knape and Vogt No. 660, brackets 764/766. 3. Wall Shelf Hardware: a. Brackets: Knape & Vogt No. 185 Anochrome finish; length as appropriate for shelving indicated. b. Standards: Knape & Vogt 40 85 Anochrome finish. 4. Glass: As specified in Section 08800. G. Standing and Running and Trim Fabrication: 1. Shop cut and mill all lumber to the shapes indicated. 2. Shop fit and assemble to the greatest extent possible. 3. Mill and assemble built -up sections. All glue lines shall be free of squeeze-out where transparent finishes are to be applied. 4. Tolerances for overall assembly dimensions shall be within 1/32 of an inch. 5. Fabricate frames from single length pieces, without joints, for_each straight length. 6. Fabricate from each section from solid stock, except composite construction consisting of fabricator selected solid wood clad with specified transparent finish veneer may be used. Exposed edges shall consist of minimum 1/8 inch thick solid wood to match the veneer. 7. Fabricate to receive glazing with proper clearances for expansion and contraction. 8. Back or kerf cut all trim greater than 2 inch in width, except terminate before exposed ends. H.Veneer Panel Fabrication: 1. Fabricate veneer panels using flitches as selected by the Architect. 2. Fabricate panels with wood veneer over medium density particle board core. Use particle board core unless indicated otherwise. 3. Provide solid wood edging at veneer panels. 4. Arrange veneers within each panel as follows: a. Fabricate each panel from sequential flitches. b. Book match veneers. c. Provide no veneer end joints within each panel. d. Provide grain direction as indicated. e. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 5. All panels shall be book matched and end matched. 6. Panels shall have wood veneer balance sheets with seal coat on the back of each panel. 7. Fabricate panels with joints accurately matched, tightly fitted. I.Casework Fabrication: 1. General Fabrication Requirements: a. Fabricate to the configurations indicated, unless approved otherwise on the shop drawings. b. Provide openings in casework for the incorporation of all electrical and mechanical components. Openings for all plumbing equipment shall be cut from templates obtained from the plumbing equipment installer. c. Adjustable Shelves: All casework shelves shall be adjustable, unless otherwise noted. Provisions for shelf adjustment shall be by drillings at 2 inches on center in the cabinet body for the placement of shelf support brackets. Provide 4 supports for each shelf. Drillings shall be in straight even lines. d. Provide all hardware, fasteners, and exposed trim. 2. Plastic Laminate Casework Construction: a. Fabricate casework in accordance with AWI standard section 400; custom grade. b. Design: AWI Flush Overlay design, unless indicated otherwise. Joint between exposed doors, drawer faces, and countertop edges shall be 1/8 inch plus or minus 1/16. c. Exposed Surfaces: Plastic laminate clad with matching PVC or self edging, unless otherwise indicated; provide hardwood trim at locations indicated. d. "Inside" Exposed Surfaces of Shelving Units and Cabinets Without Doors: Plastic laminate finished board, with exposed edges banded with plastic laminate self edging or PVC tape to match face color. e. Semi - Exposed Surfaces: Prefinished board, unless indicated otherwise. f. Provide vertical grade plastic laminate, except use general purpose grade at countertops. q Backs of Doors and Drawers: Prefinished board. 5. Particle board shall be minimum 3/4" thick unless indicated otherwise. Shelves shall be 1" thick, minimum. 3. Transparent Finish Wood Casework Construction: a. Fabricate transparent finish wood casework in accordance with AWI standard section 400; "Premium" grade. b. Fabricate wood casework with wood veneer over medium density particle board. Provide solid wood edging at veneer panels. c. Veneers shall be as follows: 1) Fabricate each panel from sequential flitches. 2) Book match veneers. 3) Provide no veneer end joints within each panel. 4) Provide grain direction as indicated. d. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 4. Countertops: a. Fabricate countertops from particle board and general purpose grade plastic laminate in the shapes indicated. b. Where countertops are indicated with sinks, use exterior grade plywood in lieu of particle board. 5. Wall and Closet Shelf Fabrication: Fabricate from prefinished board; edge banded with matching PVC edging unless indicated otherwise. J.Shop Finishing: 1. Shop finish all architectural woodwork wood surfaces. 2. Sand all exposed and semi exposed wood surfaces smooth, always sanding in the direction of the wood grain. 3. Transparent Finish Coating: Transparent Finish Coating: AWI Premium grade (waterborne conversion varnish); satin sheen; spray application. K.Standinq and Running Trim Installation: 1. Jointing: Make ail joints to conceal shrinkage; miter all exterior corners; cope all interior corners, miter or scarf all end -to -end joints; install all trim pieces as long as possible, jointing only where solid support is obtained. Make no joints closer than 4 feet to corners. 2. Lengths of Material: Use random lengths and show typical joint locations on shop drawings. The minimum length shall be 8 feet, except where short lengths are required by field conditions. 3. Fastening: a. Install all items straight, true, level, plumb, and firmly anchored in place. Where blocking or backing is required, coordinate as necessary with other trades to ensure placement of all required backing and blocking in a timely manner. b. Unless approved otherwise, use concealed fastening methods. c. Where exposed fasteners are approved, fasten trim with finish nails or screws of proper dimension to hold the member firmly in place without splitting the wood. On exposed finish work, set all nails and screws and putty. Align exposed fasteners for uniform pattern; random or "shotgun" patterns will not be accepted. 4. Select and arrange standing and running trim so that abutting members have a similar grain and color match to the greatest extent possible. L.Veneer Paneling 1. Install paneling as indicated in accordance with AWI Section 500C Premium grade standards. 2. Install wood paneling over wall surfaces by concealed clips, hangers, or blind fasteners, unless approved otherwise. 3. Where cleat systems are used to anchor paneling, provide fire blocking in both vertical and horizontal directions, 8 feet on center maximum, or as required by code. 4. Cut and fit each panel to it particular position including cutting around items which cannot be remounted to panel face, and predrilling for holes for wire access for electrical devices to be mounted on the panel face. M.Casework Installation: 1. Coordinate casework installation with work of other trades for final electrical and mechanical connections. 2. Install casework plumb, square, level, and securely fastened in position indicated on the Drawings. 3. Fasteners shall be in concealed or semi - concealed locations, unless approved otherwise. 4. Avoid damaging finished surfaces. Repair or replace all damaged materials and surfaces in a manner approved by the Architect. N.Site Finishing: 1. Set all exposed fasteners. 2. Apply matching non - shrink wood filler to exposed fastener indentations. and other minor imperfections. 3. Items which have been shop finished shall be retouched as necessary to conceal all damage and blemishes. Items which cannot be successfully repaired shall be replaced with new complying items. DIVISION 7 07920 JOINT SEALANTS A. Sealants: 1. Type A: ASTM C834; Tremco "Acrylic Latex Caulk ", Pecora "AC -20 ", Sonneborn "Sonolac" or approved. 2. Type SM: Mildew Resistant Silicone Sealant: USDA Approved; Dow Corning 786 by Dow Chemical, GE Sanitary Sealant or Approved; clear. B. Preparation: 1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materials and other foreign matter that might impair adhesion of sealant. 2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 3. Place backing materials to achieve proper sealant width /depth ratios. Use bond breaker where required. C. Installation: 1. Install, sealants in accordance with the manufacturer's recommendations. 2. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. D. Schedule: 1. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent construction. 2. Type SM: Provide at joints around countertops in Breakrooms. DIVISION 8 08300 SPECIALTY METAL DOORS AND FRAMES A. References: 1. National Fire Protection Association (NFPA): NFPA 80 - Fire Doors and Windows. 2. Steel Door Institute (SDI): a. SDI -100 - Standard Steel Doors and Frames. b. SDI -105 - Recommended Erection Instructions for Steel Frames. 3. ASTM F476: Standard Test Methods for Security of Swinging Door Assemblies B. Security Door Products 1. 5 -15 -60 Minute Forced Entry Protection: U.S. Bullet Proofing Model USSD 3000 Steel Door. Flush opaque style, prime painted finish. 2. Provide manufacuturer's standard steel frame, prime painted finish. 10 B. Quality Assurance: 1. Conform to requirements of SDI -100. 2. Regulatory Requirements: a. installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. b. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Assemblies shall meet jurisdictional requirements for positive pressure. c. Where a hollow metal frame is used as a glazed opening in an interior fire rated wall assembly, the frame shall be labeled to match the fire rating required for a door assembly in the fire rated wall, except in a 1 hour fire rated corridor wall assembly, the glazed frame shall be labeled to a 45 minute rating. In a 1 -hour fire rated corridor wall assembly, where the doorframe is integral with the glazed frame the frame shall have a 45- minute rating. 3. Include "" label on fire rated door assemblies which are located at 1 hour rated exit corridors when required by local jurisdiction. C. Doors: 1. SDI -100, Seamless Design. 2. Minimum 18 -gage face sheets for interior doors; minimum 16 gage face sheets for exterior doors. 3. Core: Vertical steel stiffeners with sound deadening fill between stiffeners, or resin impregnated kraft paper honeycomb core. 4. Provide continuously welded seamless edges. No plastic fillers will be accepted. D. Fully Welded Frames: 1. Design: Double rabbet, unless indicated otherwise; fully welded. 2. Minimum 16 gage for frames of door openings up to and including 4 feet in width. E. Accessories: 1. Glazing Stops: Rolled steel channel shape, butted corners; prepared for countersink style tamperproof screws. F. Fabrication: 1. Shop- fabricate units to accommodate the hardware. 2. Fabricate frames and doors with hardware reinforcement plates welded in place. Reinforce for butts, closers, and other similar moving hardware items. Reinforcing shall be minimum 3/16 -inch steel plate. Reinforce each butt with minimum 10 -1/2 x 1 -1/2 inch plate on hinge sides of both door and frame. Reinforce for closers the full width of the door. G. Installation of Welded Frames: 1. Install frames in accordance with SDI -105, and in accordance with labeling requirements. 2. Installation Tolerances: a. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. b. Install doors plumb and level to 1/16 inch in 7 feet. H. Door Installation: As specified in Section 08799. 08120ALUMINUM DOOR AND OFFICE FRONT FRAMES (NOT USED) A. Submit product data. B. Frames: Provide building standard aluminum frame systems. In the absence of a building standard, _provide systems similar to the following: 1. Series 487 FAS /Office Front System by US Aluminum /RACO, Houston, TX. (800 -272- 7226), or approved. 2. Description: Manufacturer's standard knock -down design extruded aluminum door and office front frames, including neoprene or vinyl glazing, gaskets at glazed openings, and sound and light seal at door stops; flush design with snap -on trim covers; 1 -1/2 wide trim face; configure to fit the wall thicknesses indicated.. 3. Finish: As scheduled on the Drawings. C. Installation of Frames 1. Install frames in accordance with manufacturer's recommendations and approved shop drawings. Install fire rated frames in accordance with labeling requirements and NFPA 80. 2. Installation Tolerance: 1/16 inch maximum diagonal distortion measured with straight edge, corner to corner. 08210 WOOD DOORS (NOT USED) A. Regulatory Requirements: 1. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Meet code requirements for positive pressure. 2. Installed Doors and frames shall conform to NFPA 80 for fire rated class indicated. B. Submit product data. C. Solid Core Flush Doors: Provide building standard wood doors. In the absence of a building standard rovide doors which conform to the following: 1. AWI Section 1tU Premium grade; PC -5 or PC -7; 1 -3/4 Inch thick, unless scheduled otherwise. 2. Core: Solid particle board core, unless required otherwise for fire labeling requirements. 3. Face Veneer: As scheduled. At transparent finish doors, edges shall be wood to match face veneer; no finger joints will be permitted except at paint rade doors. 4. Factory pre -glaze doors with wood stops except as required for label requirements. 5. Where intumescent seals are required to meet positive pressure labeling requirements, provide concealed edge sealing system built into the door edge. D. Stile and Rail Type Glazed Doors: Provide building standard wood doors. In the absence of a building standard, provide doors which conform to the following: 1. AWI Section 1400, Premium grade; 1 -3/4 inch thick, unless scheduled otherwise.. 2. Provide veneered stiles and rails with glued up lumber or plywood veneer core. 3. Face Veneer: As scheduled: a. Transparent Finish: AWI Grade M; species and cut as listed in the Finish Schedule; minimum 1/50" thickness for panels; minimum 1/8 inch thick at stile and rail edges; 12% moisture content; book matched at panels. b. Paint Grade Veneer: Medium density overlay or paint grade birch. 4. Where indicated, provided factory preglazing with 1/4 inch tempered glass units as specified in 08800. 5. At transparent finish doors, edges and stile and rail moldings shall be solid stock wood to match face veneer; no finger joints will be permitted. E. Fabrication: 1. Bevel lock and hinge edges 1/8 inch in 2 inches on all single acting doors. 2. Bond edge banding tp solid core with hot melt or RF cured adhesive. 3. Prefit and pre - machine doors in accordance with AWI 1300 -S -6. Premachine for door hardware. 4. Prefinish doors to match Architect's sample; AWI System Premium Grade U -V Cured Polyurethane. 5. Flush Door Blocking: For flush doors, provide solid lock blocks and special blocking as required for the hardware components specified elsewhere. Blocking for fire rated doors shall meet the door manufacturer's labeling requirements. F. Installation: In accordance with Section 08799. j Aprojects\sabey\sdc52 \caddsdc52 \sheets \sdc52_,a -002. sht 11 fr R� IE VVED p0 CODE COMPLIANCE A PPROVED JUL. (Q 2008 City OfT-711.l 11 15 .1a! Q529O 12 6/17/2008 3:22:05 PM COPYRIGHT CO 2007 CALLISON n z 0 J 1 U ISSUED / REVISED PERMIT SET A -002 CITY OF TUKWILA JUN 18 2008 PERMIT CENTER SPECIFICATIONS cc z 2 _O - N L a a) O - � • p r d c» o LO IX ' ti • : o Q co O) v Y O N u CO 03 ▪ ~ N N rr w m 0 -� Z N M a N o a) co co CO o Co d- O) C m 0 D ,r c CO U) - 1 > t (O Q � �t • a� LI- - co N N CD �m i- a) U CL -C 0 N co LI- OD LO N co M N CO CO N PERMIT RESUBMITTAL 6/16/08 DATE 5/14/08 (0(0 00 N N I-- LL 0 N- N- N co 0 N I- U w 0 a- 08710 DOOR HARDWARE A. Code Requirements: 1. All finish hardware shall comply with applicable local and /or state current building codes. 2. Hardware for fire-rated openings shall comply with fire and building codes applicable to the district in g n which the building is located. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and which complies with the requirements of the door and doorframe labels. 3. Provide smoke seals as required at each fire -rated opening. B. Keying: 1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly. Owner's representative will coordinate keying requirements with authorized representative of Hardware Supplier. 2. Stamp "Do Not Duplicate" on all keys. C. Hardware Provide building standard hardware as listed on the Door Schedule. Conform to the additional requirements specified below 1. Butts: Provide butts of wider throw to suit conditions for 180164 operation of doors, structural conditions permitting. 2. Locksets, Deadlocks, Cylinders and Padlocks: a. Provide new cylinder at each existing door that has deadlock or lockset. b. Provide lock strikes with minimum projection to protect trim; curved lip. c. Provide wrought boxes for locksets and deadlocks. d. Provide deadlocks with armored fronts. e. Function as indicated in hardware groups. 3. Door Closers: a. Mount overhead closers on interior side of door. No thru bolts. b. Provide mounting brackets and proper length arms to suit all conditions. Provide arm options as scheduled or recommended by manufacturer. c. Sizes shall be as recommended by the manufacturer. Closers shall have a 5 -year unconditional guarantee. Finish shall match locksets d. Provide plastic covers at overhead closers unless otherwise indicated; match finish of lockset /latchset at each door. e. Closure Pressure: Set to 8.5 pounds for exterior doors and 5 lbs for interior doors, per current requirements of the Americans with Disabilities Act. 4. Silencers: Provide silencers for all door jambs without gaskets; 3 for single jambs and 4 for double jambs. 5. Magnetic Locks: RCI Series 8300, or equal. Provide single or double lock configuration for single or pairs of doors. For swinging doors, provide 1500* holding force, for sliding doors, provide 750* holding force. D. Installation: As specified in Section 08799. 08799 DOOR AND HARDWARE INSTALLATION A. Door Installation: 1. Install doors in accordance with the door manufacturer's printed instructions. 2. Except where specified otherwise in the respective door sections, maintain clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2 inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4 -inch clearance from bottom of door to top of threshold. 3. Install hollow metal doors in accordance with ANSI A250.8 and HMMA 840. 4. Install fire rated doors in accordance with NFPA 80. 5. Install doors to operate freely, but not loosely, free from hinge bound conditions, sticking or binding. Do not install in frames which would hinder operation of doors. 6. Ensure doors are free from rattling when in latched position. B. Finish Hardware Installation: 1. Install hardware plumb, level and true to line in accordance with manufacturer's templates, printed instructions and Project conditions. 2. Install fire rated hardware in accordance with NFPA 80. 3. Do not install surface mounted items until finishes have been completed o the substrate. 4. Coordinate installation of electronic hardware with electrical service and fire alarm system as applicable. 5. Hardware Mounting Heights: Mounting heights are based on recommendations of the National Builders Hardware Association (NBHA). 6. Floor Stops: Locate floor stops free from foot traffic. 08800 GLASS AND GLAZING A. Materials: 1. Clear Glass: ASTM C1036 Type I, class 1 clear quality q3 lazin select. 2. Wire Glass: ASTM C1036; Type II, class 1(clear), corm 1, Quality qS, Mesh m2 Square, olished, 1/4 inch minimum thickness. Comply with NFPA 80 requirements for fabrication and identification with permanent listing mark, as required for use in fire assemblies. 3. Accessories: Provide setting blocks, spacers, gaskets, sealants, and other glazing accessories. B. Fabrication: 1. Tempered Glass: a. Certified safety glass in accordance with ANSI Z97.1. b. Fabricate tempered glass units so that principle distortion will be in the horizontal direction in the finished installation. . c. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code authorities. C. Installation: 1. Glaze in accordance with Glass Association of North America (GANA) Glazing Manual. 2. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in other sections. Where no gaskets are provided use glazing tape, unless otherwise required for fire rating requirements. 3. Glaze fire rated doors and windows in accordance with NFPA 80, unless required otherwise by the labeling requirement of the frame. 4. Adjust glazing materials to form a uniform sight line. DIVISION 9 FINISHES 09111LIGHTGAGE METAL SUPPORT FRAMING A. System Description: 1. Select framing systems, gages, supports, bracing, and connections as necessary to resist the structural design loads specified. 2. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide heavier gages and decreased stud spacing as necessary to meet the structural requirements. 3. Structural Requirements: a. Design Loads: 5 pounds per square foot uniform live load, plus dead loads. b. Deflection Requirements: Maximum of 1/240 the span. B. Code Requirements: 1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall have been tested in accordance with ASTM E119, and shall be approved by the local jurisdictional code authorities. Coordinate installation of other materials that are a part of each assembly. 2. Fire rated construction joint assemblies at partition heads shall have been successfully tested in accordance with the dynamic requirements of UL 2079, including hose stream test, to meet the hourly fire ratings of the construction being sealed. C. Materials: 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat shaped furring channels, and other sizes and shapes as indicated; minimum 25 gage. 2. Fire Rated Partition Head Systems: a. Runner: "Fire TraK" by Fire Trak Corporation Kimball MN (612-398-780Q). b. Mineral wool packing material and void fill material per UL rated assemblies for dynamic wall head conditions as detailed in the drawings. 3. Screws: Self- tapping; low profile head. 4. Other Framing Materials: Furnish in accordance with ASTM C754. D. Partition Framing: 1. Runners: a. Secure floor runners with fasteners at maximum 24 inches o.c. At concrete floors, use powder driven fasteners or drilled in concrete anchors. Verify location of tendons and conduit which may be embedded in concrete floors. b. Where walls are indicated as not being continuous to structure above, attach top runner to acoustical ceiling grid with screws at 24 inches on center. Provide spacer strip between runner and ceiling suspension system to allow tegular or reveal edge acoustical panels to clear partition. c. Install fire rated partition head systems in accordance with the UL assemblies indicated on the Drawings to meet the specified fire rating requirements. d. Provide 2 Inch extended leg overhead track at full height partitions subject to structural deflection. 2. Unless indicated otherwise, install studs vertically at the spacing indicated on the Drawings, and not more than 2 inches from abutting construction, at each side of openings, and at corners. 3. Brace partition framing system and make rigid. Provide diagonal stud bracing at 8 ft on center at all framing that does not extend to structure. 4. Install double studs continuous from floor to top track at the jamb of each doorframe and cased opening. Studs shall have the same gage as the adjacent studs, but in no case less than 20- gage. 5. Provide minimum 20 gage studs at all partitions supporting casework or counter tops. 6. Coordinate erection of stud system with requirements of door and relite frames, fire extinguisher cabinets and other construction within mounted partition construction. 7. Coordinate the installation of framing with the gypsum board installer to ensure support at all board edges. 8. At non-load n load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs 1/2 inch short from full height. Do not rigidly connect stud to top runner. 9. Stud Bridging: a. At interior partitions rester than 4 feet in length, and with rigid facing material on one stud flange only, provide 3/4" bridging channels in horizontal rows at a maximum of 5' -0" on center for the full height of the partition. b. Interior full height partitions (studs extending from the floor to the structure above) with rigid facing material stopping 3' -0" or more below top of studs: Provide one row 3/4" bridging channel horizontally at termination of gypsum board material, and one additional row for each 5' -0" of exposed studs. c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." Attach bridging channel to each stud as shown in manufacturer's printed instructions. E. Ceiling and Soffit Framing: Provide metal stud framing in the configurations indicated. F. Backing: 1. Provide steel backing, unless indicated otherwise, for the support of wall mounted items. 2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly to the studs. Provide backing with returned edges at door stop locations. Provide 12 gage backing plates at. handrails. 3. Fire retardant treated wood backing may be used at the Contractor's option. All fire retardant treated wood materials shall bear a UL FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -20 Type A for lumber and AWPA C -27 Type A for plywood. G. Installation Tolerances: 1. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. 2. Locate assemblies within 1/4 inch of required locations. 09250 GYPSUM BOARD A. Materials: 1. Standard Gypsum Board: ASTM C1396; use type X at fire rated construction; thickness as indicated on the Drawings. 2. Accessories: a. Trim: Concealed flange crimp -on or tape -on type; metal or PVC at Contractor's option; GA 216. b. Joint Compound, Tape, and Finishing Compound: ASTM C475 and GA 216. c. Prime Coat: USG /Beadex Manufacturing Company (Auburn, WA; 253 - 931 -6600) "Precoat." B. Installation: 1. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard." 2. At fire rated construction, provide assemblies meeting the hourly fire ratings indicated. Assemblies shall match the UL assemblies indicated on the Drawings. 3. Screw - fasten board to framing, unless approved otherwise. 4. Levels of Finish: a. Level 5: 1) Surfaces perpendicular and adjacent to or near exterior windows, and surface mounted light fixtures. 2) Surfaces to receive deep tone colors. 3) Main lobby walls. 4) Curved surfaces. b. Level 4: Provide unless indicated or specified otherwise. c. Level 3: Surfaces to receive fabric wall covering. d. Level 2: Not used. e. Level 1: Surfaces of fire rated assemblies concealed from view in the finished work ( "fire- taping "). f. Level 0: Provide at surfaces of non -fire rated assemblies concealed from view in the finished work, including surfaces to be covered by permanently mounted casework, and wood panelin , g. Level 4 and 5 finishes: Return to the site after primer is applied, and touch -up surface defects. h. Finish existing gypsum board surfaces to remain to match new gypsum board surfaces. 5. Prime coat material may be used in lieu of joint compound as skim coat at surfaces indicated for Level 5 finish. 09510 ACOUSTICAL CEILINGS (NOT USED) A. Products: 1. Ceiling Tile: Building Standard, unless otherwise indicated in the Finish Schedule. 2. Suspension System: Building Standard, unless otherwise indicated in the Finish Schedule. B. Installation: 1. Install system in accordance with ASTM C636. 2. Install grid at the levels indicated, within the specified tolerances. Center system on room axis according to reflected ceiling plans. 3. Hang system independent of walls, columns, ducts, pipes and conduit. Where ducts or other equipment prevent the regular spacing of hangers, provide secondary carrying members for indirect support of the suspensions system, or reinforce the nearest adjacent hangers and related carrying channels as required to span the required distance. 4. Provide all anchors required for the installation of the ceiling system. Do not anchor system in any manner that might cause damage to the structural system. 5. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the surfaces encountered. 6. Fit acoustic - lay -in panels in place, free from damaged edges or other defects detrimental to appearance and function. Fit border units neatly against abutting surfaces. Scribe and mill recessed tegular edge into partial border units supported at edge by wall molding. 7. Hold -Down Clips: Install hold -down clips at panels within 20 feet of an exterior door. 8. Tolerances: a. Variation form Flat and Level Surface: 1/8 inch in 10 feet. b. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 09650 RESILIENT FLOORING (NOT USED) A. Submittals: Submit samples of each type of resilient flooring. B. Materials: 1. Resilient Flooring: As listed in the Finish Schedule. 2. Latex Underla merit: Portland cement /latex patching and leveling.compound. 3. Primers and A Types as recommended by resilient flooring manufacturers for specific application CRI /IAQ "Green Lapel." 4. Transition Strips: Configurations as shown on the Drawings; colors to match adjacent resilient floor finish. C. Preparation: Install latex underlayment to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler until set. D. Resilient Flooring Installation: 1. Install resilien flooring where scheduled in accordance with the manufacturer's recommendations. 2. Unless indicated otherwise, install resilient flooring with joints and seams parallel to building lines. 3. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and where no threshold is indicated. 4. Install edge .strips at unprotected or exposed edges where flooring terminates. 5. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints. 6. Set flooring in place; press with heavy roller to ensure full adhesion. E. Special Requirements for Resilient Tile (where resilient tile flooring is shown): 1. Install tiles in pattern as indicated on the Drawings. When not indicated, install with minimum tile width 1/2 full size at room or area perimeter, unless indicated otherwise. 2. Arrange to square grid pattern with all joints aligned. For tile with a directional characteristic, verify orientation with the Architect prior to proceeding. F. Special Requirements for Sheet Flooring (where sheet flooring is shown): 1. Install sheet flooring to a minimum 173 full material width, with length of sheet parallel to length of room. Where cutting is required, double cut and weld as specified. Trim in accordance with manufacturer's instructions. 2. Heat weld seams in accordance with the manufacturer's printed instructions. Use welding rod in color as selected by the Architect. 3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum number of seams. G. Use silicone sealant to seal joint between flooring and adjacent materials at restrooms, bathrooms, breakrooms, and other moist locations. 09658 RESILIENT BASE A. Submittals: Submit samples of each type of resilient base. B. Materials: 1. Resilient Base: As listed in the Finish Schedule 2. Adhesives: Types recommended by base manufacturers for specific application; CRI /IAQ "Green Label." C. Installation: 1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's recommendations. 2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints in each run. No section may be shorter than 48 inches, except as required by wall conditions. 3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled. 4. Miter or cope inside corners for accurate fit. Scribe and fit to doorframes and other obstructions. 5. Outside Corners: a. Score back of base material with grooving tool and accurately align to corner. b. Firmly adhere to wall at both sides of corner with no visible gaps at top of base. c. Stretch toe of coved base for smooth transition around corner, with toe in uniform contact with the finish flooring. 6. Remove excess adhesive from surfaces without damage. 09680 CARPET (NOT USED) A. Submittals: Submit samples of each type of carpet. B. Materials: 1. Carpet: As listed in the Finish Schedule. 2. Pad: 32 oz /8.5 *; synthetic felt cushion; garneted construction; recommended for double stick application. Provide unless scheduled otherwise on the Drawings. 3. Accessories: a. Adhesives: CRI /IAQ "Green Label; use adhesives as recommended by the carpet manufacturer. When none is recommended, use adhesives as recommended by one of the following adhesive manufacturers for the application: 1) Roberts, a QEP Company (Henderson, NV; 800 - 423 -6545. 2) Para -Chem (Simpsonville SC; 864 - 967 -7691) 3) WF Taylor (Fontana CA; 800- 397 -4583) b. Latex Underlayment: Portland cement /latex patching and leveling compound. c. Edge Strips: Vinyl reducer strips as indicated on the Drawings; size as appropriate for conditions; color as selected to match adjacent carpet material. C. Preparation: 1. Clean floors of dust, dirt, paint, joint compound, and other substances which would be detrimental to the proper performance of adhesive and carpet. 2. Fill low spots and cracks over 1/8 inch in width with latex underlayment. D. General Installation Requirements: 1. Install carpets in strict accordance with the respective manufacturer's printed instructions for the type of substrate and application indicated. 2. Carpet installation shall be tight, flat to the subfloor, and shall present a uniform appearance. 3. Provide color, pattern, and texture match within each area. 4. Seams shall be strong, tightly butted, and flat. 5. Unless otherwise indicated, install resilient edge strips at carpet edges where carpet meets hard surface flooring. At door openings, center resilient edge strip under door. E. Roll Stock Carpet Installation (where indicated): 1. Roll stock carpet shall be glue mounted, unless scheduled otherwise. Where carpet and pad is indicated provide double stick glue application. 2. Installation shall be done using sequential rolls. 3. Install all patterned carpet with exact end and side matches. 4. Apply seam sealer to cut edges of tufted loop pile and woven carpets prior to seaming. 5. Make seams straight and uniform. F. Carpet Tile Installation (where indicated): 1. Apply releasable adhesive in accordance with adhesive manufacturer's recommendations using a roller to ensure 100 percent coverage. Each carpet tile shall be fully adhesively bonded. 2. Orient tiles as scheduled on the Drawing. When not scheduled contact the Architect to verify orientation 3. Lay out area such that cut perimeter tiles will be not less than 8 inches wide. Commence laying tile in center of room or space and work toward perimeters; cut border tile after field tiles have been installed. Cut carpet evenly and accurately to fit neatly at walls, columns, and projections. Lay tile square with area of installation. Joints shall be tight and unnoticeable upon completion. 4. Cutting of carpet for telephone and electrical outlets shall be the responsibility of the carpet installer. 5. Carpet tile installation shall be rolled and rerolled on the day following installation to assure complete transfer of adhesive. G. Remnants: Upon completion of the installation, contact the Owner's Representative for selection of carpet remaining after trimming. Carefully wrap and mark separately the selected remnants. Remove and dispose of remainder at a legal off -site location. 096900 ACCESS FLOORING A. Products. 1. Solid Panels: Building Standard 24" x 24" HPL covered concrete filled panels. 2. Perforated Panels: Building Standard 24" x 24" perforaterd panels, min. 25Z open area, non - dampered. 3. Bolter Stringers: Buiilding Standard 48" and 24" longe metal stringers. Bolted to pedestals in basket weave configuration. 4. Pedestals: Building Standard adustable access floor pedestals, to provide 1' -6" high access floor system. B. Installation. 1. Install access floor system in accordance with manufacturer's standard instructions. 2. Secure to slab per structural engineer's recommendations. 3. Install additional pedestals at permiter conditions as required to provide stable floor surface. 09720 WALLCOVERINGS (NOT USED) A. Submittals: Submit samples of each type of wall covering. B. Materials: 1. Wall Coverings: As listed in the Finish Schedule. 2. Adhesives: As recommended by the wall covering manufacturer; CRI /IAQ "Green Label." C. Preparation: 1. Remove electrical outlet and switch plates, mechanical diffusers, escutcheons, registers, surface hardware, fittings, and fastenings prior to starting work; store during and replace after work. 2. At existing painted surfaces, evenly roughen with a medium grit garnet paper, wash with TSP, wipe clear water, allow to dry, and size with wall covering adhesive. D. Installation: 1. Install wall covering in accordance with the wall covering manufacturer's recommendations. 2. Install wall covering secure, smooth, glean, and without wrinkles, gaps or overlaps. 3. Extend wall covering continuously behind such items as mirrors, and other items which are close to but not touching walls. 4. Provide double -cut seams on nonmatch patterns; butt seams on match patterns. Horizontal seams are not permitted. 5. Fabrics: a. Use fabric rolls in consecutive numerical sequence of manufacture. b. Place fabric sections consecutively in exact order in which they are cut from the roll including filling all spaces above or below windows, doors, relites, or similar penetrations. c. Trim patterned fabrics which are not factory pretrimmed on a work table with a straight edge and an industrial razor blade for exact pattern match. 6. Excess Yardage: Carefully wrap the excess yardage and deliver to a location on site as directed by the Owner. Remove remainder from the site and dispose of legally. 09900 PAINTING A. Submittals: Submit 8 x 10 inch samples of each paint color and sheen proposed for the work. B. Materials: The products and colors are specified as the standard of quality. Equal "first quality" commercial products from other manufacturers may be used, subject to color and sheen match. C. Surface Preparation: 1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which would impair the propper adhesion of the finish; seal substances which could bleed through. 2. Ferrous Metal Shop Filmed under other Sections: Sand damaged surfaces smooth and immediately apply touch up primer. Roughen shop primed surfaces with metal preparation pad. 3. Wood and MDF- Opaque paint finish: Fill all nail holes and other surface imperfections; sand filler smooth and level with adjacent surface. 4. Lightly sand or degloss existing semi -gloss and high -gloss finishes before refinishing. D. Application Requirements: 1. Paint coatings shall be free of dust, dirt, flow lines, streaks, sags, blisters, pinholes, runs, or other surface imperfections. 2. Follow paint manufacturer's instructions for general application procedures and coverage rates. 3. Opaque Finishes: a. Apply number of coats y oats scheduled for each application, except apply additional finish coats as necessary for complete hiding of substrate colors. b. Apply primer coats un- tinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade). 4. Rollers for application and backrolling of late4 paints shall have a nap of 3/8 inch. 5. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller-applied, or spray applied and backrolled at Contractor's option. 6. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage to factory prime coating. E. Systems: 1. Gypsum Board - Latex System: a. System: 1 coat PVA primer; 2 coats of latex paint. b. Sheen: Satin sheen, unless indicated otherwise. c. Application: Interior gypsum board surfaces, unless noted otherwise. 2. Interior Pre- rimed Ferrous Metal - Latex System: a. System: r hree coats; first coat acrylic IU I M primer; second and third coats acrylic latex finish. The primer may be omitted at factory - primed surfaces, except as necessary to recoat damaged or abraded preprimed surfaces. b. Sheen: Semi- gloss, unless indicated otherwise. c. Application: Interior ferrous metal surfaces including hollow steel metal doors, access doors and panels, and fire extinguisher cabinets. 3. Interior - Wood and MDF Surfaces Opaque Latex System: a. System: Three coats; first coat latex or alkyd primer; second and third coats latex finish. b. Sheen: Semi - gloss, unless indicated otherwise. c. Application: Interior wood and MDF surfaces scheduled to receive opaque painted finishes. DVISION 10 SPECIALTIES 10605 WIRE MESH PARTITIONS (NOT USED) A. Partitions Frame and Wire Mesh: 1. Wire: *10 W &M gauge steel wire 1 -1/2" diamond mesh, clinched to channel frames. 2. Vertical Frames: 1 -1/4" X 5/8" roll formed 12 gauge 'C' shaped channel, specially formed to prevent telescoping, and provided with holes for bolting to adjacent panel. 3. Horizontal Frames: 1" x 1/2" roll formed 12 gauge channel using mortise and tenon construction for extra strength. 4. Center Stiffeners: (2) 1" X 1/2" roll formed 12 gauge channels riveted and welded for greater strength and rigidity. 5. Top Capping Bar: 2 -1/4" X 1" roll formed 12 gauge channel with 1/4" 'U' bolts 24" o.c. 6. Floor Shoes: Aluminum 2" high with set screw adjustment. 7. Corner Posts: 1 -1/4" X 1 -1/4" x 1/8" 90 33/64 angle. 8. All hardware and anchors are furnished for a complete installation. B. Door and Frame: 1. Doors: a. Sliding: Constructed of 1 -1/2" x 3/4" x 12 gauge channel frame banded with 1/8" x 1 -1/2" flat bar top and sides. Door to have (2) four -wheel hangers with box track. 2. Floor Brace: 3 -1/2" x 1 -1/2" roll formed 12 gauge channel brace with base plate and mounting anchors. 3. Adjustable Panel: 1 -1/2" diamond *9 expanded metal panel securely attached with 1/4" machine screws to 1 -1/4" x 1 -1/4" angle. 4. Locks: Doors are equipped with mortise type cylinder locks operated from outside with key, and from inside with recess knob. Padlock hasps also available. C. Finish: An HVLP applied shop coat of machinery gray enamel. Standard options include gray, tan, safety yellow, black, blue, red prime, and hot dipped galvanized. Special colors are available upon request. INSTALLATION 1. Install Work under this Section in accordance with manufacturer's printed recommendations. 2. Erect partitions plumb, rigid, properly aligned, and securely fastened in place. Adjust opening and closing units to operate freely without bind. 3. Provide additional field bracing as necessary for rigid, secure installation. 4. Install all accessories required for a completed installation. 5. Touch up paint damaged finish after completion of installation using field-applied paint shop-applied g pp p to match color of shop applied finish. 109013 MISCELLANEOUS SPECIALTIES A. Products. 1. Cable Grommets: KoldLock Integral Model No. 1010, Overall size: 1" x 8 1/4" x 1 5/8". B. Installation. 1. Install all specialties in accordance with manufacturer's standard instructions. 104400 FIRE PROTECTION SPECIALTIES A. Products. 1. Clean Agent Type (FE1): Heavy duty aluminum tank; UL Rating 10 - B:C with DuPont FE -36 fire extinguishing clean agent propellant; 10 lb capacity, red enamel B. fiRiVillatittgl valves and siphon - tubes. Surface mounted wall brackets. 1. Install all specialties in accordance with manufacturer's standard instructions. 2. Install fire extinguishers plumb and secured to wall framing. Provide wall blocking as required. 3. Fire extinguishers shall be installed, charged, tagged and dated not more than 30 days prior to Substantial Completion. 16240 SPILL CONTAINMENT (NOT USED) A. Products. 1. Containment System: Enviroguard "Hawk" Spill Containment System. Complete lead acid containment system with battery room compliance products. 2. Containment Barrier: 1/2" x 4" high polypropelene. Sized to be 4" greater in width than battery cabinet. 3. Containment Liner: 80 -mil thick acid resistant liner with factory formed corners. 4. Acid Neutralizing Pillows: VRLAPAD pillows, 12" x 12" and neutralization and absorbtion SOC, 4' x 24 ". Provide 107. spare pillows and SOCs. 5. Clean ill p n Up Kit: 10 lbs. of electrolyted neutralizer, pH test kit, two sets of resistant gloves, two sets of eye protection, two Tyvek coveralls, two 4" neutralization and absorbtion socks, and complete instructions, contained in 20 gallon DOT container. 6. Eye Wash Station: Gravity emergency eye wash station with 16 gallons of water with a non -toxic bacteriostatic additive. 7. Battery Room Signs: Comply with IFC 2003, Section 609.8 Signs. Signs shall be affixed to exterior of main entrance door. B. Installation. 1. Install containment system in accordance with manufacturer's standard instructions. 2. Install curb around area of battery cabinet. 3. Install liner under battery cabinet and wrap up curb, terminate with cap. 4. Seal all penetrations for battery cabinet support framing with manufacturer's provided sealant. 5. Fill complete area within containment curb with neutralization pillows and SOCs to provide complete coverage. in 11 j:\ projects\ whey \sdc52 \caddsdc521sheets\sdc52 a- 003.sht CODE COMPLIANCE APP ftolfeb JUL 02 2008 Q2O 17 6717/2t70 3:22701 PM COPYRIGHT (9 2607 CALLISON n Q' RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER A -003 ca Z o SPECIFICATIONS F• E to 4 ' 11. co C) 0 ,- N- p oQco v t or- ro N L w m 0 L O Z N M m N 0 N N o bf rLQ)I- 0 0 d- N m Co N n- 0 CO rn c 0 rn t CO a) Cu a) co m rr Co N co 0 0 N I- ISSUED / REVISED DATE CO W Ill Z < CIS IY O CL CO N- a7 cv � N N (J) }' Q a Q in Q O cv HC0 WC > 4 H W . al 0 H ct . _ w < O co CO W I (I) z PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 uo 0 0 N co N co 0 N U- 0 0 N 0 (U H EXIST. AIRWAY EXIST. FIRE RISER ROOM HIGH VOLTAGE SIGN AFIXED TO DOOR CARD READER 12 SELF CONTAINED EYE WASH KIT . . . . . • • • • • • • • . • • • • • • - • • ■i GENERATOR ROOM (EXIST.) 1/4 "•1' COLUMN WRAPPED TO 10' -O" AFF - PROVIDE- CORNER -PROTECTION- 0 ALL 4 CORNERS � ■W■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ��. CEILING O.T.S. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■■■I ■■■■■■■■■■■■■■■■■■ UPS ROOM PARTIAL FIRST FLOOR PLAN IAI61 SELF CONTAIN EYE WASH KI 3 ■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ 1■■■ I -,.., . -sue -— U ■■■■■■■■■■■■■■■■Iy■■ ■ir - • • • • • - -I • • • • • - • . . . • • • • • • . • • • • • • • • n o • • • • • • IN • • • • • • • • CAR I E-- READ E N A801 (TYP.) NOTE: BATTERY PE IS VRLA GEL. CONTAINMENT NOT REQUIRED. (TYP. OF ALL) H H VOLTAGE SI ' N AFIXED TO DOOR 10 11 12 NOTE: ALL BUILDING COLUMNS AND DECKING ARE ENCASED BY A CEMENTITIOUS FIREPROOFING EXISTING FUEL OIL TRENCH REIJIEWED FOR CODE COMPLIANCE APPROVED • I JUL 0 2 2008 City Of Tukwila ' BUILDING DIVISION 1J08 - z8o j:\ projects\ sabey\ sdc52\ caddsdc52 \sheets\sdc52_a- 100.sht 6/17/2008 3:21:59 PM COPYRIGHT (2) 2007 CALLISON n z 0 U) J J U A -100 00 E c S oto 0 ._ - 1` O) C) OQ oO �, N LL. _ co (X) >. I- C O N cn w O �o c0 m o 0 a N 0 N N O W '— LL W I— LL vl fl U V! w w F- W F- z N O O co d' CA C 0 O) • o u7 N En • CO CO N N (U CO CO Z. (O (O O O 4 � N N— g F RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER 0 co co co 0) p F- T N C CO ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 ti N N co N I— 0 L1J 0 CL PARTIAL FIRST FLOOR FLOOR PLAN ; ml ma z —I r r 0 0 ;0 30' -0 30' -0" 30' -0" �I� xlw . m O� 0 < 0 n • -; I 1 - -�_X \ , 1— -- 111- J 1 " -= 1---------- - -�J -. 1. L1 ._ I T 11 L -r I 1 _ 1 t . ' ' ' I • I + , • \ ( ?! — � x` J � _ J am' I ,. y I I • I I + , , f 13 r 1 I I 1 -- d 1 I! , �'' J- r /- N 1 11 1 Vl J- �� "� --- - - - — s - - - -- 4444 -- =k- -- 4444 - - — — — '�G�hY2S1 1 1 I I 1 II i � -- I I I 1 I I n _ I u _ 1 X 11I 1 - �i j=2_ 111 _ I - �I I ,\ I 1 i II 1--- , 1 7 - - - - 7 III I Y\�SS 2Sj _ W I WI i 11 I T' i I 1 1 nn 'I I I ------ � ' I :I I I F - - I J I I • I 1 I I I \ I - - I I i 1 I I , 1 I`' \ I -, I i I ' �� J I1 i I I I F rI ' I I i 'I! rz\. \ _ i I - - , I IL, I I I I I I 11 I I F 1 I I I I I >, I I - r I I n I \ J� i I I - x • , I I J' I '2VSSYY�iSI - , - . 1 J I I l\ ; 11 I r -1T 1 • • I `, 1I 1 I I ; I 1 1 7.-- - I I • i �' 1! l 'r ! y- -` 1 'I I •._ l I- - - r - x I---- -- -- I -0 _• - -. __. -. _ -I _- �. __-.. y ;%*..) CO O n_ s r 1 ; II' 1 x J r' 17 30'41" 30' -B' I I 111`\ - 1 - - - � �I I I . ;III �‘ I I ` _l _ _ _ V i / ' PROJECT # 208277.01 i , _ �I _ J } 3 � - SABEY DATA CENTER om SDC52 o ® 0 I II I I co I NTERGATE EAST CAMPUS 3355 S. 120th Place Tukwila, WA 98168 prW t ,ter a 3 fl s L G - •1.P I s ... I � I CALLISON CALLISON 1420 Fifth Avenue #2400 Seattle, Washington 98101 -2343 T 206 623 4646 F 206 623 4625 www. callison.com 30' -e" 1 ' - : f - - -- — — — — - - - - - ---- - - - - - - - - - --- - -- - - -- ----- - —_C --------- — _ — _ — - 1— _ -------- - :iT- - - - - - — --- T---- — ----= �' ---- -- — — — - - - -- — — -- - - — - — - — - �,:r.' u. ?P�k.;.f.•;•- ¢.ic..._l: r3 ...s: _.�.;:°A^24"z`Jk7" • 3@' -B° 4186 REGISTERED ARCHITECT I I I 1 I I I I I I I I I I I I I I J • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — is P�.i'Yw:13:,� r.3 c'3�:'3L�.2::�..a.]� .�s�..FY4s,.•�`�43 �- ..�._� �.�.�.:x = I • 3o' -B' _., - - -- - - -a -- ■ "- - -- - - - r - ! 3o' -B° Aram. 11- 510 — - 1 - — - — - — - — - — - — 1 Y — - — - - I tiE f �I IL II 1 -_ _I — - — � -. . _ — '� I .;j - �.n-. s. _ .. _�.•, ee•�- �s6sFZ.....�v .sn� - - � I c�s- aaea- . -...n. O 30' -S" OWNER: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 T 206 281 8700 F 206 282 9951 www. sabey. corn co c) FUTURE CHILLERS I... _ L I L r L r r I l L 1 1 LI r ;I r ✓ FUTURE OUTSIDE ' — t 'INTAKE — — — — 109' -7" FUTURE CHILLERS — L , -..— - —, r I L L I J 1 , PUMP BASE 'ANLL D j — I 1 SUPPORT (PER 4 RUGXURAL4 J L a- J L__ ; i BASE SUPII'ORTS TAKEN — IiOWN —TO ,BUILDING_ — _ STEEL PER STRUCTURAL r - -- (1W.OF LF T - - - - - - - - F U T U R E CHILLERS _ H- —- FUIURL OUTSIDE _— _�_ —_ AIR IN AKE (TYP ___.��w__— _ 1 NOTE: ALL PENETRATIONS TO BE LAID OUT 41 BUILDING STEEL. COORDINATE WITH STRUCTURAL DRAWINGS PR OR TO START. 1/8 " •1' t + / % r + .-, v r+ is r + ✓ r ✓ DEMO PLAN PARTIAL ROOF PLAN / + i + ✓ ot y PARTIAL ROOF PLAN 1/8 " -1' - - - - i V+ i+ — - - -- /+ i•'+ t+ V / + I — OJTSIDE AIR INTAKES. CJRBS SUPPLIED BY MANUFACT S =E STRUCTURAL SHEET S4.1 FOR CURB F RAMING SUPPORTS. VERIFY ACTUAL DIMENSIONS PRIOR TO STTART OF WORK. I F CHILLERS AND STANDS PROVIDED BY OTHERS (TYP.) (TYP. OF 41-) rI /s I I T V �► rI T �/ k '�I I I I I I I I EDGE OF ROOF Ji { III I Z ..... •, I,w c L4iL1 ,;s Pto y — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I V. IJ 19 s CUT TWO PENETRATIONS AT LOCATIONS SHOWN FOR CHILLED 2 WATER SUPPLY AND RETURN PIPES. NOTE: FIELD VERIFY SIZING AND LOCATIONS PRIOR TO CUTTING. SEE SHEET S4.1 FOR STRUCTURAL SUPPORT. CUT PENETRATIONS FOR AIR INTAKES AS SHOWN, FIELD VERIFY LOCATIONS PRIOR TO CUTTING. SEE S4.1 FOR PENETRATION BRACING. VERIFY OPENING SIZE PER MECHANICAL. CUT 28 PENETRATIONS AT LOCATIONS SHOWN FOR CHILLER STAND SUPPORTS. FIELD VERIFY PRIOR TO CUTTING. SEE STRUCTURAL SHEET S4.1 FOR STRUCTURAL SUPPORT. NOTE: FOR ALL WORK ABOVE NO STRUCTURAL STEEL IS TO BE CUT OR RELOCATED. Al STRUCTURAL SUPPORTS ARE TO BE LOCATED ON BUILDING STEEL. FIELD VERIFY ALL CUTS AND DIMENSIONS PRIOR TO CUTTING. CHECK AGAINST STRUCTURAL PRIOR TO START OF WORK. NOTE: ALL ROOFING REPAIRS MUST MEET THE ROOFING MFR REQUIREMENTS TO MEET WARRANTEE. ALL PATCHES MUST TAKE THE ROOF BACK TO AS —FOUND CONDITION, INCLUSIVE OF DECKING, INSULATIONS AND MEMBRANE MATERIALS. 10 NOTE: PER CITY OF TUKWILA, WITH THE PROPOSED EQUIPMENT HAVING A SET —BACK OF 253' —O" FROM THE SOUTH EDGE OF THE BUILDING, SCREENING WILL NOT BE NECESSARY. D68 -2$a 11 17 j:\ projects\ sabey\ sdc52\ caddsdc52 \sheets\sdc52_a- 102.sht 6/17/2008 3:21:49 PM COPYRIGHT (J 2007 CALLISON CODE COMP NC E APPR JUL a 2 2008 City Of Tukwila EU oIN - DIVISION n w z O z 0 U) J J U CITY RECEIVED JUN 1 8 zoos PERMIT CENTER A-102 a) U LC) a- N - a ca C O N L yr C O r E o • Ls! O _ L 1` O (� O< W 07 , 0 — ▪ co W 00 a ~ ONN (� O ra-. - , N (C l— N N O �/U) '— LL CO LL 3 co N O Q O co N N C N 0 : CA C C CQ Cn N d' N > -C CC) CD co M N N — CO CQ LL O N N N N — cn I- IL, 00 CD Q co F- ISSUED / REVISED DATE E O C) C 0 U) ca U PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 N- co N U w 0 a PARTIAL ROOF PLANS DOOR LEAF 115/16 " G1 1/2 '7, HOLLOW METAL FRAME DOOR JAMB 6 " =1' -0" 1/2 '. , DOOR LEAF 6 " =1' -0" LAST REVISED: 04 -10 -01 TEXT PLOT SCALE :2 ADDITIONAL INFORMATION: 115/16 " j HOLLOW FRAME - PATH: \ Cells_Details\ Callison Details\ 20_Interior- Doors\ C1020 01.4 W m 0 1/2 " =1 -O I~ w CC L METAL DOOR HEAD W U- 115/16 " W z 0 EL I-w - •C CC O C V C'') PARTITION -TYPE VARIES C1020 -01 C1020 -04 PARTITION -TYPE VARIES CLOC}k OUTLET C_Interiors\ construction \(sLE FLANS I-U1 LOCATION) m CC g Z w - J I O O U_ 0 0 000 IC O w0`� J <0 w¢ 1 cc co O is) C') HORIZONTALLY MOUNTED — —\ z W cc O LL w I- Z 0 ❑ W U cc 0 cc w I- z 0 0 in cv Ua cb z 0 0 < z z 0=0 <0 0 0 ❑ 0 COUNTER OR CREDENZA O TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR O OF WALLS & C OLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) 0 TYPICAL AS SHOWN a LOCATE @ CORNER OF WALL OTHERWISE DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS H30-01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITC DIMMER SWITCH! OR GANGED ' 1 6 " / EQ. FRAME STRIKE SIDE q DOOR EXIT DOOR f COAT \ HOOK ❑ ¢ � Cr OU- 0 "er Z 7 0 to 0 o Wm C') Wco JO LL cc 0 C3J U- O 0 CEILING MOUNT (TYP. U.D.N.) 0 WALL MOUNTED 6" EELOW CEILING HINGE SIDE SHOW VARIATIONS FOR SPECIFIC CONDITIONS FINISHED CEILING T cn D a LL 0 0) U - �c FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY DOOR SCHEDULE NO. 120 120A DOOR TYPE B A MT'L MTL MTL W 8' -0" 3' -0" 8' -0" 8' -O" PAIR ASSEMBLY RATING 45 45 HDWR 5 2 FRAME TYPE B A MT'L H.M. H.M. DETAILS HEAD E1 /A800 E1 /A800 JAMB G1/A800 G1 /A800 SILL NOTES HARDWARE GROUPS HW -1 NOT USED HW -2 Security Access/ Egress Single Door 11/2 PR Butts 1 Panic Device 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Card Reader- Entrance 1 Door Pull 1 Door Position Contact 1 Wall Mounted Door Stop HW -3 NOT USED HW -4 NOT USED HW -5 Security Access Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 2 Door Pulls 1 Card Reader- Entrance 1 Full Astrigal 1 Door Position Contact HW -6 Not Used 10 ROOM FINISH SCHEDULE FINISH LEGEND DOOR TYPES TYPE A FRA b O B 2RO TYPE B VE TYPES TYPE A TYPE B 11 j: \ projects \sabey\sd c52 \caddsdc52\sheets \sdc523_a -800. sht 12 ROOM NO. 212 ROOM NAME UPS ROOM FLOOR FL -1 BASE RB-1 WALLS PT -1 CEILING O.T.S REMARKS PAINTING ON NEW WALLS ONLY REVIEWED FOR CODE COMPLIANCE ' APPROVE JUL 0 2 2008 City 0 Tull -- BUILDIN . Dlvi ION I SYMBOL PT -1 RB--1 FL -1 MATERIAL WALL / CEILING PAINT RUBBER BASE FLOOR SEALANT MANUFACTURER'S NUMBER/ STYLE MFR: TBD COLOR: TO MATCH EXISTING MFR: TBD COLOR: TO MATCH EXISTING STATGUARD SD FINISH REMARKS SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. 6/17/2008 3:21:45 PM COPYRIGHT (0 2007 CALLISON n • z 0 U) J J U A -800 cu Z 0 O 4Z H � a a) O— n. co O � ✓ . 7 W w z a o tq 2 U Ct W F- 0 W F- z 0 N CO CO N 1 0 00 rn c 0 O) O U, CO 0 m a) RECEIVED CITY OF T UIIIILA JUN 18 2008 PERMIT CENTER CO LO CO CO 0) L N O) O <CD O T .Cy LL a0 00 N N N 0 CO =O N N (O u7 • N CO CO NI" el C'7 N N CO CO CO CO 00 N N II- u. ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 DOOR & FINISH SCHEDULES & DETAILS STRUCTURE PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 1/8" (A) SECTION THRU -BOLT NOTE: WHERE PLANS INDICATE CORNER GUARD, PROVIDE 4' -0" CORNER GUARD TIGHT TO TOP OF BASE. WHERE PLANS INDICATE 8' -0" CORNER GUARD, STACK TWO 4' -0" CORNER GUARDS. EXIST. STRUCTURE BLOCKING AS READ PER STRUCTURAL SINGLE -PLY MEMBRANE FLASHING AT PIPE SUPPORT 3 " = - 16 GAUGE SHEET METAL AT FIRE -RATED CONSTRUCTION CEILING (WHERE CEILING OCCURS) 3/8" HOLES COUNTERSUNK FOR FLATHEAD SCREWS III .. MIKE JII .1•.1•Il •ll..l I1al11.07.1•1. .•.P . J• ILIIJI •III.11•a i•L111..1'.••'JI rte r Efil WA W WA WA WA WA WA WA WA WA WA WA WA W WA WA WA GOA WO STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 0 ELEVATIONS Irar r r_ c r ► _ ►te c _ 4 I 11/2 " -1' -O" PIPE BOOT C1030MI -02 WELDED CAP PIPE THRU ROOF DRAW BAND ROOFING MEMBRANE, CONFIGURATION PER MFR B3010SP -26 5/8" GYPSUM BOARD CLIP ANGLE COLUMN METAL STUD FRAMING C101OFP -90 GYPSUM BOARD COLUMN WRAP STRUCTURE r r i ' ID. WA r�� he r r�1 00 WA WA WA W F rR5 r 400 F WA WA EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION: PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL - HEIGHT FINISH MATERIALS ONE SIDE x irr =:i FASTEN THRU -PIPES SECURELY TO STRUCTURE NO SCALE 3 " =1' -O" 11/2 " =1' CEILING (WHERE OCCURS) PARTITION (1HR FIRE - RATED) FLASHING ROOF PENETRATION STRUCTURE METAL STUDS 6" METAL STUDS EXTEND ' ■ INSULATION (WHERE OCCURS FULL HEIGHT PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS ONE SIDE 5/8" TYPE "X" GYPSUM BOARD EACH SIDE INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING L INFILL CONDITION GWB COLUMN SURROUND CONSTRUCT PER US DESIG 0 U4 PIPE OR CONDUIT THRU ROOF DRAW BAND PIPE BOOT ROOFING MEMBRANE, CONFIGURATION PER MFR CEMENTITIOUS FIREPROOFING (TYP.) STRUCTURE (OR STRUCTURAL SUB - MEMBER AS NECESSARY) B3010SP -25 6" METAL STUD FRAMING 6" METAL TRACK STEEL COLUMN STRUCTURE .0 EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES WITH GWB CEILING CMU (EXIST.) V 11 Z FURRING - SHIM AS NECESSARY GYPSUM BOARD SS FASTENER SS FLASHING ROOF MEMBRANE 3' =1' -O" CEILING GWB ON CMU - TYPICAL WALL ASSEMBLY INTAKE HOOD PER MFGR. •uIIHHflh11M1111111111111111) : 1. - w - pg CURB SUPPLIED BY MFGR BLOCKING AS REQD BY STRUCT. STEEL SUPPORT AS REQD BY STRUCT. TYPICAL INTAKE HOOD B201OCM -00 PER MFGR OUTSIDE AIR DUCT. INSULATE PER WSEC Pr j PARTITION /WALL SYMBOLOGY PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL ■ ■ w r • • • • . . . . r ■ E rn a PARTITION /WALL NOTES NON FIRE -RATED 1HR FIRE -RATED 2HR FIRE -RATED 3HR FIRE -RATED 4HR FIRE -RATED PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. DATE 5/14/08 3 4 5 6 NO SCALE C 7 R NO INSULATION BATT ACOUSTICAL INSULA71ON RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE- INSULATION INDICATOR C1010FP -03 w w o .Q OU— C LI- LLJ w o C-) Q ¢ _, cc v) w — -Jww a =� CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) Yin A . 41 NO SCALE NO SCALE 10 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW - D - 0119 HW -D -0120 C1010FP - 01 FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN a PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) 11 DC)828 j: \ projects\ sabey\ sdc52\caddsdc52\sheets\sdc523_a -801. sht CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE - RATED FLUTED STEEL FLOOR DECK 17 MA JAI VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS & STRUCTURE ABOVE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION - REVIEWED FOi CODE COMP 1 :E APPROVED JUL 0 2 2008 City Of Tiukw B rLDIN DIVISI CH” 6/1772W8 3:21:37 PM COPYRIGHT () 2007 CALLISON n RECEIVED cIT" riz TUKWILA MIN 1 8 2008 PERMIT CENTER ISSUED / REVISED PERMIT SET DETAILS A -801 O 0 N 0 0 LL C7 L N N A LL CO CO co N co CO a N I- CO co C) 0 0 co u) rn C) N co N (O C7 N LL 0 r` co Q cv I- 0 W 0 CC a PERMIT RESUBMITTAL 6/16/08 0 U a) .0 CO 0 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center - SDC -52, Tukwila Building Dept. Contact - Mr. Allen Johnson, Phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load Building Code (IBC) See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. 5s = 1.406, S1 = 0.737, IE = 1.0, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "0" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design 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. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. ® 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. ® 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' --10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED 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 A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES 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. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS - PURLING, GIRDERS, ETC.) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -O" 0/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING 5 -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM C.I.P. = CAST IN PLACE CLR. CONT. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.D.W. FTG. H. OR HORIZ. H.S.S. I.C.B.O. I .F. N.T.S. O.F. = CLEAR = CONTINUOUS = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF WALL = FOOTING = HORIZONTAL = HOLLOW STRUCTURAL SECTION = INTERNATIONAL CONFERENCE V. OR VERT. OF BUILDING OFFICIALS V.I.F. D.T.O. REINF. R.O. SW SIM. SYMM. T. T.O.F. TYP. U.N.D. = INSIDE FACE V.O.F. = NOT TO SCALE = OUTSIDE FACE W.A.B.O. = OUT TO OUT = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS b00-.190 -REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2008 cit O� rukWaa B .. ILDIN DIVISION �+ ti to applicant is rc ponsibie fur aafornu.ncs with all applicable coda. mmit twsa. s f.pprv,*J, .ad permit requireaw s sabjcat to the rattuarernents said laterpr taiana et governing similarity. Thal reviow dices not relieve the Architect sad fiiginswa of kd d oho r+eepvrsibiiity for a complete design in suoardsaue With the laws .f the twenties je i.dieeiaas sad the nuts of tY JurisdktIon c;t ' - 1 �, , if a ROD Mw • INC Cask R • ; 111 C. euter i ilaat ' REVIEWED This plan urns reviewed fez general tQnforreaaae with the full;en ing ss *mewled by the jurisdiction: Structural Pnxisiuns of the Istetratiortal Building Code ❑ tiws- structural Pr(n•isiuns of the intanwtim+ai Building Cole CI Other: • Vets- S /3a =ee tO8 2.80 n Ff,' I 4 CENTER 200 es CONSTRUCTION DOCUMENTS 0 c0 Z c 0 CO a) NORTHWEST m N LC) co C0 co o E 0 U 0 0 w ENGINEERS — NORTHWEST INC. P.S. COfOLINC ENGINEERS 6869 WOOOLAWN A4E. N.E SEATTLE WASHINGTON 98115 (206) 525 -7560 S0.1 0 N a) z 0 4- u- 0 N a) 0 0- O V) M Co E 0 0 c 0 ca 0 DATA CENTER EQUIPMENT PLAN LO N m co N ap (a 0 N 0 N CD N 0 N 0 I-- U w ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 03/05/2008 EXISTING FOOTING SCHEDULE MARK SIZE REINF. F6.5 6'-6"x6'-6"x1 7 #6 BOT. E.W. F9.0 9'-0"x9 9 #7 ROT. E.W. F9.5 9'-6"x9'-6"x1'-9" 10 #7 BOT. E.W. F10.0 10'-0"x10' -0"x1'-10" 11 #7 BOT. E.W. F10.5 10-6"x10 '-11" 12 #7 BOT. E.W. F11.0 11'-0"x11'-0"x2'-0" 14 #7 BOT. E.W. F11.5 11'-6"x11 14 #7 BOT. E.W. F12.0 12'-0"x12 15 #7 BOT. E.W. F12.5 12'-6"x12'-6"x2'-4" 16 #7 BOT. E.W. F13.0 13'-0"x13'-0"x2'-5" 18 #7 BOT. E.W. F13.5 13'-6"x13'-6"x2'-6" 20 #7 BOT. E.W. 1 TYP. GRID F9.5 'I ( - 30 ') ........ „ 27'-1" 24'-9:2 BEAMS ABOVE F12.5 F12.5 27'-4i" 28%-5;" 29'-4" k ] NEW UPS 10,000LB ON SLAB F12.5 F12.5 F12.5 F12.5 27'-41" Y2 3 vv F12.5 27'-g3" F12.5 F12.5 F12.5 27'-9" 24'-6" F12.5 F12.5 F12.5 27'-9 29'-4-1" ) EXIST. 10" STR. SLAB -mi LF •^- F13.0 26' NOTE: F13.0 F13.5 F13.0 F12.5 26'-24" 24'- 7" F13.0 F12.5 26'-2" 28'-7" to- v'to 84" 'iv F12.5 FOUNDATION PLAN 1 " - r-O" 16 - 27'-9:2 S8.1 27'-9" F12.5 F12.5 F12.5 F12.5 27'-94" F12.5 27'-9" F12.5 F12.5 27'-9" F12.5 F12.5 v F12.5 +Iv 25'- • F12.5 F12.5 25'-71" F12.5 q. BEAMS ABOVE F12.5 r-0" NEW SLAB ( - 35 ') F12.0 0 r) 0 0 0 0 1.1 0 ro 2 0 0 ri) REVIEWED Fok CODE COMPLIANCE APPROVED JUL 02 2008 I City Of Tukwila BUILDING DIVI$Ink REID MIDDLETON, INC. • MAY 1 4 FIRrgr CEN cowman ENGINEERS 6869 WOODIAWN AVE N.E. SEATTLE WASIONGION 98115 (206) 525-7560 Sl .1 4 CALLISON CALLISON t n' n rrs& L.. n.,..._.._ ls SABEY DATA CENTER SDC52 INTERGATE EAST CAMPUS 3355 S. 120th Place Tukwila, WA 98168 PROJECT # 207642.01 ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CONSTRUCTION DOCUMENTS 03/05/2008 DATA CENTER EQUIPMENT PLAN 1 TYP. GRID F9.5 'I ( - 30 ') ........ „ 27'-1" 24'-9:2 BEAMS ABOVE F12.5 F12.5 27'-4i" 28%-5;" 29'-4" k ] NEW UPS 10,000LB ON SLAB F12.5 F12.5 F12.5 F12.5 27'-41" Y2 3 vv F12.5 27'-g3" F12.5 F12.5 F12.5 27'-9" 24'-6" F12.5 F12.5 F12.5 27'-9 29'-4-1" ) EXIST. 10" STR. SLAB -mi LF •^- F13.0 26' NOTE: F13.0 F13.5 F13.0 F12.5 26'-24" 24'- 7" F13.0 F12.5 26'-2" 28'-7" to- v'to 84" 'iv F12.5 FOUNDATION PLAN 1 " - r-O" 16 - 27'-9:2 S8.1 27'-9" F12.5 F12.5 F12.5 F12.5 27'-94" F12.5 27'-9" F12.5 F12.5 27'-9" F12.5 F12.5 v F12.5 +Iv 25'- • F12.5 F12.5 25'-71" F12.5 q. BEAMS ABOVE F12.5 r-0" NEW SLAB ( - 35 ') F12.0 0 r) 0 0 0 0 1.1 0 ro 2 0 0 ri) REVIEWED Fok CODE COMPLIANCE APPROVED JUL 02 2008 I City Of Tukwila BUILDING DIVI$Ink REID MIDDLETON, INC. • MAY 1 4 FIRrgr CEN cowman ENGINEERS 6869 WOODIAWN AVE N.E. SEATTLE WASIONGION 98115 (206) 525-7560 Sl .1 AS -BUILT 2nd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 "0x3 • W H.S REMARKS 2B1 W21x44 16 2B2 W24x68 38 2B3 W27x84 40 2B4 W24x76 42 2B5 W30x99 36 2B6 W27x84 50 2B7 W27x84 70 2B8 W24x76 58 2B9 W18x35 16 2B10 W27x84 16 2B11 W21x50 16 2B12 W30x99 24 GR.50 a_ co ct N N 0 M a O N) 0 0 N) O O N) a 0 I) 1' -6" 24' - 9Z" 27' -1 - 27' -42" 28' -5 27' -42" 29' -4$" 1' -6" 27' -9" 29.-4» E ms 1' -0" 27' -9" SEE PLAN EXIST. L3x3 + x 1' -0" w /4x4x4 R ® END & 1"0 EXP. BOLT SPACE CO 4 -0 oc 5? EXIST. WALL 4 LOWER PORTION TO BE REMOVED AT GRID r FIELD VFY. AS- BUILT) SECTION B -2.1 24' -6q:" 29' -48" 3 " _ 1 V -0" 4 — Om- • — EXIST. L4x4x4 ® 7 -6 oc C FIRST PURLIN 27'_9-" 4- 26' -2" 29' -48" 26' -2" 26' -2 2 24' — " 7Icv 26' -22" Co 26' -2" 26' -2" 28'_7" 27' -94" N N 10" CONC. WALL 4 -.. • T. 52" CONC. WALL.. r I- 1 27' -9 - co : co N) CD' a I N) a a N) • 27' -9" 24'-6" 9'--3" 9' -3" 9' -3" 9'_3 2 9'_3" 9'_3" —3 - r `' ■ 1.4 4 r I. 27' -9" +- NOTES: = 1 ' - 0 " 1. TOP OF STEEL ELEVATION 19' -52" TYP. 2.) NO NEW EQUIPMENT OR PENETRATIONS THIS FLOOR. 27-94" 29'- 4" 27' -92" 2nd FLOOR FRAMING PLAN 14' -8i" L -+- -F- 27' -9" 27' -92" r -4+ 4'- 27' -9" 27' -9" -+- 34' -33" 27' -94" J a � � U W Z Z 0 0 19' -74" 8' -62" 8'- 62 "8' -62" 8'_62„8, -62 "8'_62" 25' -72" 25' -72" 25' -72" 25' -72" 24' -91" to X w O w Z NOTE: ALL OTHER BEAMS SHALL HAVE . "0 WHS ® 2' -0" MIN. 4 8'-51-"8'-51" 1' -6" NEW 10" CONC. WALL EXIST. 5? CONC. WALL 8' -52" O I a N) O I O M I O N) I a r) O 0 r) 0 I O REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2008 City Of Tukwila BUILDIN . DIVISION MAY 14 2005 -L RMIT CENTER ENGINEERS - NORTHWEST INC. P.S. cONSUUDG ENGDEERs 6869 W'OODI.AWN A t N.E. SEATTLE WASHINGTON 98115 (206) 525 -7561 es NORTHWEST CONSTRUCTION S2.7 a m z 0 N DATA CENTER EQUIPMENT PLAN I_, w a L cc O CQ d - • O - E O O Ln 0 - L h O 0 0 0<e° ▪ O r" N a) LL CO CO .c ON cN w w o - 5 , Co rn v, m oo N (6 N a CD U Co 11 N O x 0 00 d O N 0 0 a) -I- 0) C !✓ CD U) 0 a) N C] 7 C CO CO c Q N d' d- 0 -C ti) N N - "�' Q1 CO CO N LL O CD C] o o N N - (n I- U. : CY) M m N O C p N- o N I- U w 0 [: a ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 DOCUMENTS 03/05/2008 r AS —BUILT 3rd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 "0x32" W.H.S. REMARKS 3B1 W21x44 16 3B2 W24x68 38 3B3 W27x84 40 3B4 W24x76 42 335 W30x99 36 3B6 W27x84 50 3B7 W27x84 70 3B8 W24x76 58 339 W18x35 16 3B10 W27x84 16 3B11 W21x50 16 3B12 W30x99 24 GR50 0 tD 0 0 r.) 0 r) 0 fri 0 I 0 0 0 N 0 I 0 r) O BEAM 3 16 1' -6" 1' -6" 1' 1' -6" „ 8411 27' -1" 9' -02" 9'_0" T 5' -111 r 9 -0" 27' -1 \-3,_1" 2, O8n 9 -1 MECH. CURB SEE DETAILS 27' -44" 28' -5 1 27' — BELOW FLOOR DECK [ 126x70 II 126x70 6x6x 9' -1 SECTION A -3.1 » " 1 ' —O " 6x6x 9' -1 11 27 ,_11 29' -48" ,_11" 9'-11" 9 ,_ 1 f" 9' -3" - r -ME ' -1 27' - " 9' -1 BEAM 1 TYP L.6x6x7 TYP. COPE SUPPORTS v 1_ r r r 4- 9' -3" 27' - 29' -48" 9' -3" -d —7g—� 9 27' -9" 13 Y-3.1 9' -3" 8'— 6 1" 27' -9" 9' -78„ 8' -0" —10$" A -3.1 48,000 LB. MAX. WT. 9 -78" 27' -9" 9'-711" CONT. L22x22xi w /2 "93 HILTI KWIK BOLT TZ 2' —O "oc (EMBED 4 " ) 9' -3" 9,-3 1' -7i r3 )— — 1 5 6x6x— L6x6x SAW CUT SLAB OPENINGS W/ L 6X6 PER SECTION A -3.1 —3" SECTION B -3.1 4 " = 1 - 0 " 27' -94" 9 27' -9-1" I iwu -5Z 2 1 27 500 LB. MAX. WT. 9'_3" 9' -3" 8'— u1u- ZA1 27,500 LB. MAX. WT. 26' -2" 29' -48" 8'-9" 8' -9" 26' -2" XNN 8' -9" 26' -24" 24'—i" 8'— 5'— 26' -2" 8' -9" 8' -9" • • t 26' -2" 8' - 3" 9' -11" g —8" 8' -9" 26' -2" 28'-7" 8'— NOTES: 1.) TOP OF STEEL ELEVATION 39' -52" TYP. U.N.O. 1» 4.-. 1 11 4 ' -6" 9' -5 27' -9-1" i s n = 1' -0" CD 7 cD N) N 0 0 0 I D M 9' -3" 27'-9" 24 ' -6 " ' --3" 27' -9" 3RD FLOOR FRAMING PLAN 0■0 —3 „ 9' -3" 27' -9" 29'-4" 9'— 27' -94" 9' -3" 9' _3„ 27' - 9" 9'— 27' -9 C N 9' -3" 27' -9" 7' -10" 9 -0 27' -9' 10 -11" 34' -33" 9' -3" 9 ' -32" 9 1 -3 „ 9' -3" 27' -9" 9'— 27'-9-1" 9' -3" p68 -.ego 19' -7 25'-72 " IF 25' -74" _1- 25' -72" 33 ,_ O 1 n 8' -61" 25' -77" 8' -62" 8'-5 25' -4Z" 24' -94" N 8' -52" 25' -42" NOTE: ALL OTHER BEAMS SHALL HAVE i"0 WHS ® 1' -O MIN. s'- 5 1 " 1' _6" 1 -6" r e p ▪ - I 0) N 0 0 r) 0 I 0 r) 0 0 r) 0 r) C °D E C OMPLIANCE A PPROVED JUL 02 2008 BU ��Y 0f TUkuvila DIN DIVISION <<; „ [1 if ,„ U 30 REID MIDDLETON, INC MAY 142003 PERMIT CEI T;- -- NORTHWEST P.=-1 ENGINEERS - NORTHWEST INC. P.S. =swig Dams 6869 WDODLAWN AVE. N.E. SMILE WASHINGTON 98115 (206) 525 -7560 w W 0_ ~ � U < + U E V N a W Q V W CNI ao U) W co W c) a U CONSTRUCTION S3.1 Z O . N 0 CD CD o N • O E 0) !` Co N 0 Q) '- N U • ca cla Z < m - cr • 0 O -c co c N N — Co Co r ci) LL J ( C4D 0 J o r 0 o a 1 a) • N ✓ co II- lu : CO CD co 0, 0 N 0 CD N- 0 N I- U uJ a ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 DOCUMENTS 03/05/2008 DATA CENTER EQUIPMENT PLAN 0 • U 1' -6" 1 -6 1' -6 9' -5? ,� z 24' -92" 27' -1 " 6' -32" 6' - 0 `5' - 4 27' -1" V -02" 28' - 5 " 27' -42" 8' -0" 5'- 4"6' -0" 8' —O" # C BEAM 27' -42" 29' -4" 1 5 5 I 3 3 3 5 1 I I I o 5 6' -0" 5' -4" 16 8' —O2" --I- I' gf +, # 333 {# ` J f S S a # { L__ #, € I 4 f £# f f # E # # � f # ' e f , £ # I F s f I 1 11 '51 1 ' I 5 F # I€ f # I 5 5 5 E ¢ ,� ....., f F # 1 f 5 # 5 f 1 1 , # y P e of # # # k 1 , # t 3 # . I I ,I 1 F I I • I I I 5 I 1 5 1 5 ' l# #I s I f E #, I # F # 1 f % s # 1 € I I I I.. 5 111 1 I I # ! I I € y n 1 5 I I I # 1 1 1 1 # s 4 27 ' -9 2" 5 5 5'--8" 29' -4$" I 5 1 8 NEW PUMPS 2 PLACE 1200LB MAX. 8' —O" 2' ' -4 4.1 n 9 2- -O " 5 7 8' -6" L6x6x TYP. COPE C�+ SUPPORTS 32x4x0' -32" R TYP. # # MECH. CURB SEE DETAILS <3 SIDES 31)4 TYP. h'_ -\ 27' --9" 24' -6 " I y . JJ 1J s # I � � I 1 a :i. I I € # # I o e s # n 3 9 5 € F ® 1 / # # F 3 # G, I . # .1 ti 3 5. 5 5 1 1 6' -0" 6' -72" 6' -72" 2T CURB SUPPORT FRAMING BELOW ROOF DECK SECTION C -4.1 3 " - 1' -0" 4 — 6' -0" ROOF CURB DETAILS 5' -4 27' -92" 29' -4$" F f # I NEW HOODS 4 PLAC S 51100 LBS f, 4 5 • 5 5 8' -0" - 8' -52" BEAM 2 NEW CI ILLE`S s 5 20£000 I MA 0, 5'— 5' -4' 26' -2" 29' -4$" 102" 6 -0" 3' -1 5' -1 j •1 1'- ' -O" 26' -21" 24' -7 5 22 „ 8' —O" 5' -8" r 8'--8" 26'-2" 28' -7" f 5 ADD 2x BLOCKING x8" LONG © EA. BOLT 1 ■1 6x6x 6L J� 1•1 SIDE VIEW OF CURBS 3' # 2 5'-4V-0"6 s .a 5 1 1 'f 7' -3" 4 24'— 6' -O" I, 5' -4 N) N 0 r e O 0 0 r) 2'— ' -11 5' - 4x4x4L 27' -9" 9 " 8' -0 4x6 w/1"0 CARRIAGE BOLTS ® 2' -0 "o /c 2x BLOCKING @ EA. BOLT BETW. FLUTES i f 1 5 5 -4" 6' -O" 8' -O" 1 2 s 27'_92" 29 ' -4 6' -0" 5' -4 27' - 92" w '8' - CURB FOR EXHAUST UNITS 5 14' -82" # -8" 8'--0" 27' -92" •# ' CO CO CO v 42-1" 5 I I 1 5 1 5 5 • - I. # 27' -9 r NOTE: G90 GALVANIZE ALL STEEL EXPOSED TO WEATHER 1' -112" 27' -9" EP 27' -92 STFF. R © PIPES, TYP. FLASHING PER ARCH. EXIST. ROOF INSULATION — L3x3x4 BRACE EA. PIPE <E.E. >11" MIN. EXIST. W.F. PURLINS SECTION A -4.1 P 5 r CO W 4 •5. 3" 1 • -0 " 4 — ..n • 19' -77" F } i F S � I � A .—CURB PER MFGR. PP- / CHILLER MECH. UNIT 20,000LB MAX. 44- DOer.-23o CONT. W6x15 BELOW CURB 0" ,141 s in —6" AS = 5L,1 I 0 0 CD co 9 CODE COMPLIANcE APP ROVED City Of Tukwila ,t1 \A - • N MIFF' ST et - J LLI o co PERMIT SET PERMIT REVISION CONSTRUCTION DOCUMENTS S4.1 0 4 0 0 . 0 C.) 0 en 6869 WOODIAVIN AVE. N.E. SEATTLE WASHINGTON 98115 (206) 525-7560 0 a) U- CD rzr OD 0 CD CO CO CL CO CO CO DATA CENTER EQUIPMENT PLAN co co o 00 CO CO N CD L0 0 CO CD 01 CO CO CD co CO CO ISSUED / REVISED DATE CD 0 12/20/2007 01/25/2008 03/05/2008 0 • .0 • SHEET NUMBER SHEET TITLE MO.O DRAWING INDEX, SYMBOLS AND ABBREVIATIONS MO.1 BASIS OF DESIGN, CONTROL SEQUENCE, AND SCHEMATIC DIAGRAMS M0.2 SEISMIC INFORMATION M2.1 1ST FLOOR HVAC PLAN M2.2 2ND FLOOR HVAC PLAN M2.3 3RD FLOOR HVAC PLAN M2.4 ROOF HVAC PLAN M3.1 1ST FLOOR ENLARGED HVAC PLAN M3.2 2ND FLOOR ENLARGED HVAC PLAN M3.3 3RD FLOOR ENLARGED HVAC PLAN M3.4 ROOF ENLARGED HVAC PLAN M4.0 HVAC SECTIONS M5.0 HVAC DETAILS M6.0 HVAC DIAGRAMS M7.0 HVAC SCHEDULES AND SPECIFICATIONS r. .a • L. 0. U ABBREVIATIONS GENERAL AID ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL DET DIA DIAL DIM DISCH DIY DN DS DWDI DWG DWV (E) EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) FA FCC FDC FDN FIG FIN FIO FLEX FIG FIR FO FP FPM FT FTG FURN GA GALV CC GEN GPM GWB HP HR HS HTG HTR ID LAB LF MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS 0A OC OD OVHD POC PRELIM PSI PSIG QTY R RAD REQD RPM SECT SF SIN SPEC SQ STD STRUC ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DIVISION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANTITY RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TED TI TOC TOS TYP UG UNO VAV VD VER VFD VSD W/ WITH W/O WITHOUT HVAC AC ACT AHU BOO SOD CC CRU CT CV DB DIFF DMPR HC HR HVAC LD MC MECH MOD MUA RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG IE IN WC IW NPCW WC WH WSP CD CHW CHR CHS CT TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKORAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ECG EGGCRATE GRILLE EF EXHAUST FAN FCU FAN COIL UNIT FD FIRE DAMPER FM FREQUENCY MODULATION FP FIRE PROTECTION; FAN POWERED FTU FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER OA OVERALL; OUTSIDE AIR 090 OPPOSED BLADE DAMPER TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDFONING LEAVING AIR TEMPERATURE LINEAR DIFFUSER MECHANICAL CONTRACTOR MECHANICAL MOTOR OPERATED DAMPER; MODULATING MAKE UP AIR RETURN AIR RETURN AIR TIMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN INVERT ELEVATION INCHES WATER COLUMN IONIZED WATER; INDIRECT WASTE NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF WASTE WATER CLOSET WATER HEATER WET STANDPIPE PIPING BP BACKFLOW PREVENTER CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FIRE HOSE VALVE LWT LEAVING WATER TEMPERATURE TOP TOP OF PIPE PIPING IDENTIFICATION HVAC PLUMBING FIRE PROTECTION 1' VALVES A COND -CDR — CDS CHS -CHR -HR HS RL —RS— -- ST GRW GAW ID IRR NP ORL PW PSD RWL RWL SD 55 UD _V_ _W W DSP FDC F FP FW WSP PIPING FITTINGS t�l PIPING ACCESSORIES �av 0 RPBP 0 Mil 0 T, R^ ^n # WATTS /LF A COND CDR CDS CHS CHR HR HS RL RS ST CW GRW GAW HW HWC ID IRR NPCW ORL PW PSD RWL RWL. SD SS UD V W W DSP FDC FP RN WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45° ELBOW 45 ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVVE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3-WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBS PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PEES PLUG 6r. HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES -=1 LIM a Di= AD 12x12 SL R DUCTWORK NAN- L D J 12x12 2 TRANSITION TURNING VANES SMOKE DETECTOR RECTANGULAR DUCT RECTANGULAR DUCT I x f � RECTANGULAR DUCT RECTANGULAR DUCT IMWNNN THERMOSTAT SENSOR BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1' ACOUSTICALLY LINED DUCT 2' ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE x t HVAC - ANNOTATION VAV BOX TAG 1 -23 S CB 09 A 000 000 DUCT WORK EQUIPMENT TAG LOUVER TAG - CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) 0 ROUND DUCT SYMBOL -G- FLAT OVAL DUCT SYMBOL 1 B1-1 LOUVER (ELEVATION VIEW) *-- CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION CEILING SUPPLY AlR DIFFUSER CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -618 CFI,r4 E EACH I I SIZ TYPE CODE L05/3 -300 LINEAR DIFFUSER GRILLE -- CFM EACH ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LEGAL DESCRIPTION FLOOR # - DISCRETE BOX # SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REVD) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. SERIES FANOPOWWEEREDDBOX5)(F') EQUIPMENT TAG LOUVER TAG CONSECUTIVE LOUVER #. FLOOR LOCATED FACADE DESIGNATION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION I SITE MAP GENERAL INFORMATION SYMBOLS X GENERAL NOTES: PLAN NUMBER MATCI -!LINE 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: NEW MECHANICAL WORK FUTURE 11 SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141624.3) B PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141642) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141622.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WrI H APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141622.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416,2,52), 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 — GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14-5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10.FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET, DRAWING INDEX DOS 284 !RECEIVE MAY 14 2008 PERMIT CENTEK-' [N : I ur,:�F?z�ic�`i+"3i'�7 . Sr:.,r... :i�',7r i'i6'�:, :, #fi „'�..,, .. �+xi:, "y�•�'„4�"` . - a�: ^.w.a... ar:,� }_d• _'�...;r ?;. -. i:�:�- fit,, +.�:iw- .sS.:. '���;, .`".+d,�C - si�n J .�',,,r,.r -. .�r PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th p Place Tukwila, V IA 98168 REGISTRATION: REVISIONS: NO DATE DESIGNED BY: DRAWN BY: CHECKED BY: YOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: I EXPIRES: 9-21-09 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DRAWING INDEX, SYMBOLS, AND ABBREVIATIONS .r t. a,..��,is� . �... ?•n- .�.4`�, �t- ..'.;�.. rr � , - ,"i. , ...FT 1 :f�. 4 ,.'.,�7r� F i. .aY�:�r ife Of Your Building DESCRIPTION T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1°800-669-6223 www•mckinatry. corn items# 1 Date Added or I Modified 1 System Criteria Criteria Source . 1 1 3/3112008 Data Corder Cooling For each of 3 TI Buiiduts: per unit total coaling including lighting, equipment and eccuparrs is 1.5 McgaiAlatts: 193 4N per Square Foot cnor 10.000 SF. Sabcy Criteria 2 4:301208 5/12121 Data Center Humidification Space relithe htanidlty range 20.70 percent. Space humidity a 4 t 35-50 '� 9 percent RH l mdttt lass energy sv.ings. r.' I i Et i a. i 1 1 4/ 9;2008 12 each, MGE 625 kva UPS 133 30 6Th each (39 KVV), UPS airflow 4070 CFM. 9 ratin conditions 0 to 40 d C. 0 to 90% RH neri-conaeming REVISED AIR FLOW PER MFR 3000 CFM AHU --52B2 ;_' 4912008 UPS Room 12 each, STS 400 Amp 11400 BTH each (3.34 y ..C)p¢ rating temperatures, 0 to 40 deg. C. Equipment Cut sheets received from VECA 4191(33, confirmed 40 3 A str_4 ;La email .1- 10.08 s'i Terry McCabe Plumbing Code 2006 Uniforrn Plumbing Code % th ._ Washington State Arnendrnerrts and City of?ukuulla Title 16 7 1 I `` Fuel Gas Code 2006 International Fuel Gas Cod _ AHU-52A3 iI II l .___ H---- J 1 P I Electrical Code 2005 rfathional Elecatrical Cede (NFPA 70 -2005) 0 t ¢ AHU -52A3 • i � items# 1 Date Added or I Modified Date Added or Modified System Criteria Criteria Source . 1 1 3/3112008 Data Corder Cooling For each of 3 TI Buiiduts: per unit total coaling including lighting, equipment and eccuparrs is 1.5 McgaiAlatts: 193 4N per Square Foot cnor 10.000 SF. Sabcy Criteria 2 4:301208 5/12121 Data Center Humidification Space relithe htanidlty range 20.70 percent. Space humidity a 4 t 35-50 '� 9 percent RH l mdttt lass energy sv.ings. $a1?ey Criteria 3 i 1 1 4/ 9;2008 UPS Room Room 12 each, MGE 625 kva UPS 133 30 6Th each (39 KVV), UPS airflow 4070 CFM. 9 ratin conditions 0 to 40 d C. 0 to 90% RH neri-conaeming REVISED AIR FLOW PER MFR 3000 CFM g E 4 merit Cut shoots recaitard from P VECA 4/9108 4 4912008 UPS Room 12 each, STS 400 Amp 11400 BTH each (3.34 y ..C)p¢ rating temperatures, 0 to 40 deg. C. Equipment Cut sheets received from VECA 4191(33, confirmed 40 3 A str_4 ;La email .1- 10.08 s'i Terry McCabe Item* 1 Date Added or I Modified System Criteria Criteria Source 1 t 3r3112Ca;� LIPS- Battery Exhaust 319{3 SP at I cfsn per SF continuous exhaust. Minimum exhaust rate is 3190 efm. I G 2 5 2 lFC G02.1 2 ! 4:301208 Batteries do not off gas- no exhaust regt.red From erluiopment information and entail Terry McCabe s Applicable Codes and Standards ltemk d Dare Added or System 1 Modified 0 U J I Criteria Source D . - ---- -- 0 l G— . 8u'slding Code 2006 International Building Code with Washngton State Amendments 2 I 1 Applicable Cedes and Standards International Arlechanical Cade 2006 International Mechanical Code vith Washington State Amendments 3 l .;_ s Applicable Codes and Standards Fira Coda 2006 International Fire Cods f I Applicable Codes and Standards Energy Code 20 Washington State Energy Code i i r Appi:-cabicr Cods and Standards - Applicable Codes and Standards Ventilation and Indoor Air Quality 2006 Washington State Ventilation and indoor Air Quality Coda Plumbing Code 2006 Uniforrn Plumbing Code % th ._ Washington State Arnendrnerrts and City of?ukuulla Title 16 7 ltemk d Dare Added or System 1 Modified 0 U J I Criteria Source D . - ---- -- 0 l G— . ltemk d Dare Added or System 1 Modified Criteria Criteria Source 1 Applicable Odes and Standards 8u'slding Code 2006 International Building Code with Washngton State Amendments 2 I 1 Applicable Cedes and Standards International Arlechanical Cade 2006 International Mechanical Code vith Washington State Amendments 3 l .;_ s Applicable Codes and Standards Fira Coda 2006 International Fire Cods 4 I Applicable Codes and Standards Energy Code 20 Washington State Energy Code 5 .. r Appi:-cabicr Cods and Standards - Applicable Codes and Standards Ventilation and Indoor Air Quality 2006 Washington State Ventilation and indoor Air Quality Coda Plumbing Code 2006 Uniforrn Plumbing Code % th ._ Washington State Arnendrnerrts and City of?ukuulla Title 16 7 1 Applicable Codes Fuel Gas Code 2006 International Fuel Gas Cod 1 and Standards 8 i Applicable Cedes and Standards Electrical Code 2005 rfathional Elecatrical Cede (NFPA 70 -2005) 2 • r- 0 C- C 7; J: P FUTURE EF -52D1 EF-52A1 [1 EF --5281 FUTURE EF -52C 1 F -1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE —STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN EVAPORATOR CONTROLS SCHEMATIC DIAGRAN! SCALE: NONE AHU -52A2 AND 5282 DUCT STATIC PRESSURE SENSOR ROO SUMP LEVEL CONTROL VALVE WiTH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR �i� UPS /GENERATOR CENTRAL PLANT ' �o.� SCHEMATIC CONTROL DIAGRAM - NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL CHP -52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 1 52011 5202 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) SUPPLY AIR MANIFOLD DUCT STATIC PRESSURE SENSOR NOT TO SCALE UPS AIR HANDLING UNIT SCHEMATIC CONTROL DIAGRAM BY —PASS DMPR 2 TYP EA AHU 3—WAY CONTROL VA. TYP EA AHU 3 —WAY CONTROL VA. 2 TYP EA AHU AHU 52A1 cc 0 AHU 5281 1 OUTSIDE AIR ECONOMIZER DMPR w CC w Ix AHU 52A2 j AHU 5282 1 NOT TO SCALE SCALE: NONE FUTURE AHU 52C1 FUTURE AHU 52D1 &1 AHU 52C1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM Et CHILLER CONTROLS M0.3i SCHEMATIC DIAGRAM ISOLATION DMPR, 2 TYP EA. AHU OSA DMPR, 2 TYP EA. AHU r RETURN AIR DMPR 2 —TYP RETURN AIR ECONOMIZER DMPR RETURN AIR ISOLATION DAMPER (TYPICAL) 1 5201 1 RETURN AIR MANIFOLD 1 52 02 I 1 5203 1 Building Codes Exhaust SEQUENCE OF OPERATIONS Sabey Tuk 5 SBC 52 Central Plant Job #358131 • Loads BASIS OF DESIGN bO822O AIR HANDLING UNITS r;AHU'sl AHU -52M & A2 and AHU -52B1 Description: One AHU s redundant, however both units shall run at reduced Toad to meet the space load. Each air handler consists of 2 supply fans with direct drive motors. Supple' fans are variable volume. Air handlers have economizer control feature, pre - filters (30 percent, MERV 8) and finial filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled water cooling coils. 2 sets of controllable direct evaporative humidification sections and two by -pass duct/damper assemblies to by -pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run continuously. BMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum, Variable speed drives for each fan rector shall modulate the fare Speed to maintain the supply duct manifold static pressure setpoint, set 1 -inch adjustable from 0.25-inches to 2.5- inches. Economizer Cramoer Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open, Discharge Air Coaling setpoint: Discharge air temperature 51 deg.:., adjustable. Discharae Air Relative Humidity Setpoint: Maximum 80 percent RH (adjustable), minimum 00 percent RH ( adjustable). Humidifier: (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum I.H. setpoint, start the lead humidifier, incrementally start up the second hurnidifier in the same AHU as the lead humidifier, then the next two humidifiers in the second AHU. Upon increased discharge air R_H. to within 2 percent R.H. (adjustable) of the maximum R.H. setpoint, modulate the Lead by -pass damper open to maintain R,H, setpoint then incrementally modulate the remaining by -pass dampers open. When by-pass dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by -pass damper shall modulate closed. Cooling Coil Control Valve: (Second stage of cooling) when the discharge Supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3 -way control valve shall modulate open to satisfy the setpoint. Upon further need for cooling the remaining control valves shall modulate open incrementally. Humidifier SUMP Level Control: Sump level control is provided by self - contained float and controller, Sump shall be automatically drained and refilled deify. Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time. Conductivity meter automatically controls make water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling uni ECG EN MAY 14 2008 PERMIT CENTER PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA98168 REGISTRATION: MEM REVISIONS: NO DA'T'E DESCRIPTION DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PD BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com 1 EXPIRES: 9 -21 -09 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO 8. HUCKINS B. DAGGETT 8438 04 -07 -08 SEE DRAWING BASIS OF DESIGN, CONTROL SEQUENCE, AND SCHEMATIC DIAGRAM 1 MECHANICAL, PIPING, AND PLUMBING IMPORTANCE FACTOR TABLE COMPONENT DESCRIPTION STANDARD COMPONENT IP =1.0 CRITICAL COMPONENT IP =1.5 NOTES: HVAC - SHEETMETAIJEQUIPMENT g Load, with Exp. Anchors Level 3 Ceiling / Roof X X HVAC SUPPLY - MEDIUM PRESSURE .39 g HVAC SUPPLY - LOW PRESSURE Level 2 Ceiling HVAC OUTSIDE AIR .44 g X .65 g HVAC RETURN .23 g X .34 g HVAC EXHAUST Level 1 X .23 g TRANSFER AIR DUCT X .34 g GARAGE EXHAUST X GREASE KITCHEN EXHAUST DUCT (TYPE 1 HOOD EXHAUST) x NON - GREASE KITCHEN EXHAUST DUCT (TYPE 2 HOOD EXHAUST) x FLUES - BOILERS, HW HEATERS X PIPING HEATING WATER X CONDENSER WATER X NATURAL GAS X MAKEUP WATER X REFRIGERANT X PLUMBING COLD WATER (POTABLE) X COLD WATER (NON- POTABLE) __.... _._......... ....,. HOT WATER (POTABLE) x HOT WATER RECIRC (POTABLE) X CONDENSATE INDIRECT WASTE X NATURAL GAS MEDIUM PRESSURE (2 -5 PSIG) X NATURAL GAS LOW PRESSURE (04" WC) RAINWATER LEADER/ OVERFLOW RAINWATER LEADER x UNDERSLAB DRAINAGE X SANITARY VENT X SANITARY WASTE X Piping Systems - High deformability elements and attachments (Converted to ASD) Level Component 1p g Load =1.Q g Load, with Exp. Anchors Component Ip =1.5 g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .26 g .61 g .39 g .91 g Level 2 Ceiling .23 g .44 g .34 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g ,34 g Piping Systems - Limited deformability elements and attachments (Converted to ASD) Level Component Ip = 1.Q Component Ip = 1. g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g ,61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling 23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - Low deformability elements and attachments (Converted to ASD) Level Component Ip = 1 A Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof Level 2 Ceiling .61 g .61 g .91 g .91 g .44 g .44 g _65 g .65 g Level 1 Ceiling 32 g .32 g .48 g .48 g Level 1 .23 g .23 g .34 g ,34 g HVAC Systems - Vibration Isolated (Converted to ASD) Level Component Ip g Load g Load, with Exp. Anchors Component Ip =1.5 g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g _72 g 1.2 g Level 1 •3 g .5 g .45 g .76 g General Mechanical Equipment - Boiler and furnaces, Other (Converted to ASD) Level Component tp =1.0 Component 1p -1.5 g Load g Load, with Exp. Anchors g Load ,55 g g Load, with Exp. Anchors .91 g Level 3 Ceiling / Roof .36 g .61 g Level 2 Ceiling .26 g .44 g .39 g ..____ - - .65-6 Level 1 Ceiling .23 g .32 g .34 g .48 g Level '1 .23 g .23 g 34 g .34 g HVAC Systems - Non - vibration Isolated, Mounted in -line with ductwork, Other (Converted to ASD) Level Component 1p=1.0 Component 1p =1.5 g Load g Load, with Exp, Anchors g Load _55 g g Load, with Exp. Anchors I .91 g Level 3 Ceiling./ Roof .36 g _61 g Level 2 Ceiling .26 g .44 g .39 g { .65 g Level 1 Ceiling .23 g .23 g .32 g .23 g .34 g .34 g .48 g Level 1 34 g General Mechanical Equipment - Pressure Vessels and skirts free standing (Converted to ASD) Level Component Ip= 1.0 Component 1p =1.5 g Load g Load, with Exp. Anchors 1 g Load, g Load with Exp. 1 Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g .45 g i .76 g Level 1 .3 g .5 g General Mechanical Equipment - Boiler and furnaces, Other Level Component 1p = 1.0 Component ip = 1.5 SHL SHL, with Exp. Anchors i SHL, SHL j with Exp. Anchors Level 3 Ceiling / Roof A AA AA j AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Levell B B A A Piping Systems - Limited deformability elements and attachments Level Component Ip = 1.0 Component 1p = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof [ a) ECI 02 : I I ; I 1 SEC co I ; i ' AA* AAA AA A A ______ ____ -- Level 2 Ceiling < < < Level 1 Ceiling Level _. __ . _.__.... Piping Systems - Low deformability elements and attachments Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof Ar4 AA AA* AA* Level 2 Ceiling A A AA AA Level 1 Ceiling A A A A Levell B B A A Piping Systems - High deformability elements and attachments Level Component Ip = 1.0 Component 1p = 1.5 SHL SHL., with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof B AA A AA* Level 2 Ceiling B A A A AA A Level 1 Ceiling B A Levell B B A A HVAC Systems - Non-vibration Isolated, Mounted in -line with ductwork, Other Level Component Ip =1.0 Component 1p = 1.5 SHL A SHL, with Exp. Anchors AA SHL AA SHL, with Exp. Anchors AA* --- - - - - -_ Level 3 Ceiling I Roof Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Levell B A A A Cl z Cr; z U 1 C C C m E. - C C C OR S IISMIC BASIS OF J SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN 1.0 OR 1 = 1.5: iSIGN: BRACE ALL DUCTWORK AND PIPING PER SMACNA'S "SEISMIC RESTRAINT MANUAL" OR MASON INDUSTRIES "SEISMIC RESTRAINT MANUAL" IN ACCORDANCE WITH THE COMPONENT IMPORTANCE FACTOR AND THE SEISMIC HAZARD LEVEL (SHL) OR 'g' LOAD LISTED IN THE APPLICABLE TABLE, OBTAIN THE COMPONENT IMPORTANCE FACTOR FROM THE DUCT WORK OR PIPING MATRIX. SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN IR, = 1.0: ▪ MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED AND THAT ARE MOUNTED AT 4 FT (1.22M) OR LESS ABOVE A FLOOR LEVEL AND WEIGH 400 LB (1780 N) OR LESS. [ASCE 7-02 SECTION 9.6.1 - EXCEPTION #5] a MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WEIGHING 20 LB (95 N) OR LESS WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED, OR FOR DISTRIBUTION SYSTEMS WEIGHT 5 LB /FT (7N /M) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION #6] • SEISMIC RESTRAINTS ARE NOT REQUIRED FOR HVAC DUCTS WITH Ip = 1.0 IF EITHER OF THE FOLLOWING CONDITIONS ARE MET: A. HVAC DUCTS ARE SUSPENDED FROM HANGERS 12 IN. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE SUPPORTING STRUCTURE. THE HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HANGERS AND THEIR ATTACHMENTS. B. HVAC DUCTS HAVE A CROSS-SECTIONAL AREA OF LESS THAN 6 FT (0.557M [ASCE 7 -02 SECTION 9.6.3.10] • DUCTILE PIPING IN SEISMIC DESIGN CATEGORIES D, E, OR F DESIGNATED AS HAVING AN Ip = 1.0 AND A NOMINAL PIPE SIZE OF 3 IN. (75 MM) OR LESS. [ASCE 7 -02 SECTION 9.6.3.11.D.3] • EQUIPMENT ITEMS INSTALLED IN -LINE WITH THE DUCT SYSTEM (E.G. FANS, HEAT EXCHANGERS, AND HUMIDIFIERS) WEIGHING LESS THAN 75 LB (344 N) DO NOT NEED TO BE BRACED INDEPENDENT OF THE DUCT SYSTEM. [INTERPRETED FROM ASCE 7 -02 SECTION 9.6.3.10] UNBRACED PIPING ATTACHED TO IN -LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS. [ASCE 7-02 SECTION 9.6.3.10] • PIPING -- ROD HANGERS SHALL NOT BE USED AS SEISMIC SUPPORTS UNLESS THE LENGTH OF THE HANGER FROM THE SUPPORTING STRUCTURE IS 12 IN. (305 MM) OR LESS. ROD HANGERS SHALL NOT BE CONSTRUCTED IN A MANNER THAT SUBJECTS THE ROD TO BENDING MOMENTS. [ASCE 7 -02 SECTION 9.6.3.11.4.C] * 1/2 Brace Spacing Required vacs s General Mechanical Equipment - Pressure Vessels on skirts and free standing Level Level 3 Ceiling / Roof Component Ip =1.0 SHL., SHL with Exp. Anchors AA* AA* Level 2 Ceiling Level 1 Ceiling AA + AA` A AA* B I AA Component 1p = 1.5 SHL, SHL. with Exp. Anchors AA* NA - AA* - NA - AA* AA* * 1/2 Brace Spacing Required TMITAL/IQ1PM L DESIGN VALJ -S: S SMACNA SEISMIC * 1/2 Brace Spacing Required * 1/2 Brace Spacing Required HVAC/S- TMETAL/QUIPMENT SEISMIC 'g' LOAD: * SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN USED TO SELECT FROM SMACNA ADDENDUM NO. 1 TABLE AA -1O "NEW" VALUES IN ORDER TO USE THE SMACNA SEISMIC RETRAINT MANUAL. =NT HVAC Systems - Vibration Isolated Level Level 3 Ceiling / Roof Level 2 Ceiling Level 1 Ceiling Level 1 SHL AA* AA Component 1p =1.0 SHL, with Exp. Anchors AA* AA* SHL AA* Component Ip = 1.5 SHL, with Exp. Anchors - NA - - NA - AZARD L AA* IISMC ALLOWABLE STRESS J IVL D =SIGN VALJ S O * 1/2 Brace Spacing Required Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. * 112 Brace Spacing Required Limited Deformable Pipe includes: PVC or PVDF Piping -SIGN VALJS: a SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN CONVERTED TO "ALLOWABLE STRESS DESIGN" VALUES IN ORDER TO UTILIZE MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. s THESE VALUES CAN BE USED TO SELECT SEISMIC BRACING FROM MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. Highly Deformable Pipe Includes: Steel or Copper Piping with weldlbraze/groove fitted joints. Limited Deformable Pipe Includes: PVC or PVDF Piping PIPING ANA FLMBNG S-L DES13N VALES: PIP' S * 1/2 Brace Spacing Required Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) G A\D PLJMBING =1SMIC 'g' LOAD: Low Deformabiility Piping Includes: Cast iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) Q39O MAY 14 2000 PERMIT CEN 5i iyle .:�•: {[ai: "v: ^(tn< _-ii: ;ery - . iY ti 7 :n:F?- :r.�.t�.�5'dae .:i.'tiCi:r?`.. •, nr.5_i:[.tc'aY::�" i� n� PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, OVA, 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14 /08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: , T. MARINO B. HUCKINS B. DAGGETT 8438 04 -07 -08 SEE DRAWING SEISMIC INFORMATION le Of Y ; ur Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE. WA 98124 1 - -800 -669 --5223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www,mckinstry com I EXPIRES: 9- 21--09 ENGINEERING 00002 - rvi0.2 77 7 — "---- 5 .. -- ' • EF-2 13.200 43,200 / 's r 1 s' 4�W summy • :rrTr :roar 5-5/-252-1. -';•• r ., • L,. 71 1 " MT! , I • • ••:••••i_L-rt,-;-==t Tfir •1 •,!-- • Ii I 11 . . — " - max sentooL scram FLU HEM (*17) 10 PROTECT �T it it-EWES F�& PCIIIDITIAL WATER LEM 44%30 (1w4) V 4_7 r-•-•=s•• I I 5 75,; 5- F I \ '7.•••E • !7./ - t. 157/5•;W: : • 1 •:.•;;5 • r IT! — _ -.1•51-12 EstIts48 '5.414-tr • 1155.52-5:7, ui F5,f3.1:5 1 ;.;- rf ,,,• m:4 sum tT , • - 5 I I, • Ni< __',7' . - 5555A511.- .53 . r kt 5 • •-55,•:•-• • 1 .1-'4 1- 5 7 Z A 55 5 .,5" ,,,._,.„,;. 4 • --_, ..! - 6-, - -in-,-v---' - - - (74--; - 1 t..:_!IL! „... tr-.- '' :,.I 1 • 111 1 — 1 _. ■ ( i 1 »_ ' 5. - .7 - ---L_ _ , r-„ ..5.5,5,,, .,5511-Ii., N X.",..7*.7 ,-!: ••••• •!: t `' • el -•-----0-- --(4:-.:7-0 '''.2. I . -4- <" ..„-'• ./14.:,4,-v.. 5."›,-,!..x.'!: - \ • •• ! •••• '.1 -=';,2. -•=.,_, g ::•?. '' -r. -..''L''..!"'"'er. ''.--'-' ' r------711-1 -•' 5 1 idi . i i I . 7.5...% . J-2----"-------!---r I. I I 1, , 55552-155 (P C L essm 75 ar rim; , . 50 LI ; I ; f-hrti 1 -, M51 5 :. I ) • - - • I•3 1,55552-5,5 55•-• . 5: ... 5••••••52 ELECTRICAL 4 SUPPLY Elf •5 , s, - . •7: 4•/5 ' RETURN FOR FUTURE Hi - • - T Ow, 5 FUR /..r •TI! • • ! I :1; , 1! , • t I • ; • 7 6 SLPFLY as RERAN CNN SUPPLY at RETURN raw SUPPLY REPUN CiF r; 1 -- .- l /;-."-a .; I- • 1 j3 k '- I -. !.. -!- - r••• •;•'' r hi': • •., I I i i ....•,;.• jj ;;771 . F % I ' I : -, .• I I - , • ,1 L'"--" , '41.4:-:•r.tr"' I ''''.4 ..;',: 45:;5:5-4 1 • _2..1j... I .. ....--J —, I : - .1 ' ,!.. _II .= 1 ____.1.,,_,..415,-..1-.±1,_,_,I.. 1 -.: 1:1 1• .4 FT-1 ' - f FE - F I I EttL7.1. • ti i'•5 .• ATC-IrA I • 5 , - 7, 1.rI.E.;- I LFS L I , 1 4 7E1-21 CH.LLER P3UM E r!!_. : 'H- I •_,T, ! i fr• . • • . s r I •••• /r,,•,- r 5 I t: I 1 ••,' ! I ••••• ' N. ii t • 1 I I, - -L ..I. -LI-- 5' ; r : • • C _a:A') ! 5 7 71 Cl- 1 e - • 111 f I 1 1,-,,, l'ilL-- BOO 14%1, Ii f I ,I1 /./. ; 1 / 110/• S'TD51-(.5,' 'OTT 79 I [ 1 i j. , , t‘cli d' ; I!! .." I rul•t . E Y I iE.4 I i j 5 2 I 1 , 4w_r, -• Iv ., .' ti ... • I. E.-.1 t , 7,7,_ - ` • 551•52,5-r ., VI El 1 - ___ • • -•!i'-' 1 5 ^.• i r I '.! '...LIA r--5„,5----,„__,.5--,1 ( -- - ii .,, ,— .-. --1'1-_- 7 .----4- '''':' 'J.:4p- 1 D • I , OM= • rti rAE, )451 DD fiRtT\3• D 5411 ; RD ; 16, D t . jj • ! •• • • 0 1-46 f 11 465 St FSD 15,1 1.24 FED t 1 2: rt"E' /517J/:I•I FSD EF F-5=E54% MR 'CM 'URFA ZOPR sr: t E. 52. II VAV -19 VAV I: ; 1 1-20 • II EL re Anit . -!-- ----- -Fisp II II _..„,!,,= Ii , --,:/\•:,-} SP i 34 - Ifl I) 1 -"' • •• 15 34 t '75 1i ---, . • Ito L t EIDD • • T I / , • r : • 4!;541 .L7 FD t":("F?R•DOR I: 71 1 2')10 E03 I i 381 ,CFI A , 1 i tSI INSTALL pOTTOM Or FANS 12-0 AFF ;11 (TIP OF 4) I FSD !-- : • : i ----1 ) ..._ I ; s! k 7i , l - FIF I F ' t rWre.,554,... 4 .1 I FE MA s. ET 71:5 L'ia ■••]‘• 5.15V F PROVIDE FLLL I1CHT r Z1 1 -• D Hrlpfln L.; ; I VAV OX S DPP RT (FYPIAL) HDP1A 1 ; r-• HOPI 5 AIM • L • uJ Li in ,cs 37 VAV ii .41 ■—w 1 1 1111 111. 0 10"st -SA 1- Eqsammissitimaampllil S . • — 1 - 7 7- 7 1' SA1 ' 80 Ei jIti ;!•;;;. LiL i z ") 1 . - I I 1 , . 1 a" ! r.1 5 5 5 575= ; 5 : I 1 1... SA 1111 II Int SA "tstet •,.. - ,. ! ,?......... .4 14 SA, Tr VAV 1-4 , trj "IF 'SD FSD FO FSD I 4 AMINO -9 P'• ■•• I A I • 9figniffil V I 1-26 VAV 1-24A VAV 1-245 I -38 F C 1-31 PA rEINt LAIN, rM.;_I VAV 27 eft ;5-91 II- 5 •I 6 CFM ti IT? I 1 BD 1-2 6 E03 94 OrM ). I 11 .1 L LJ Cts.; t7-.4 11:1 I ; • • 3622 SA SOD 9 0 ; 1-EGH VGLIAGE EQUIP LJ I IC 4 • 21 CFM LIP rm _LL •1 ';C. 2- ; 5 5 5 3 . 4.75.7151 T 4430 SA SOD 9-6" II I •EI,C• ! cr!! II If 5 • 1;13 CN tr) PECENK,' E<H. FAN MOUNTING ry] ---- ; F V i it, ,;:,7• ,) I ! 7 ! • - i 1E : I L) ; • , !,... _.. - r - • I_BDP- : , ,• n -- ----I i ; ! 1 1 , SEATTLE CIT, LIGgi 171 1 1 M2.1 I I -7V--.;:jr5;n771'.1-.5515•5:-;7:7•••.-s:- _7" 1 - 7 71 . / r5 • 1 SLE-- ,—Fir I • 15 ! • '?; I • Ct VAV 1-15 1-23 - at;442 SAN SOD it tt r Cs1 Cr CN 1„1 0_ ID ‘•-• cJ ID I • 0 BD •; EDO CN CL SCALE: 1/161 = FE 54x42 SA SOD 9-0' 1ST FLOOR HVAC PLAN Et) L 1-21; VAN' r El ; 0-22 I - • 1 I [54 CI C) 1B II ir t5 I II t j I rcr • i N I is • i I,) ! 4 PROVIDEI TRANE ELECTRIC UNIT HEATE. MODEL UHEC-031A0C0 WM-I WLL U A SRACK, DISCONNECT SWITCH AND COMB:NTION WALL THERMOSTAT AND FAN SWITCH • I ct -- • FPVAV 1-22 FPVA a C 170 DIM t5 250 CF154 1-41 jj 12' FM '',1(/I F I. ii • Arn • •••- , Q, 5 .. ! -•[ -[ ' , - ; 1 - 25 r, ;tFIE c.",P.i.E, 1 i • .._ III • iq ) 'r• ' 1 : __, , 124C ,, • I i r11., r•1 I II 1 I ICPIi 14"o_al '0 SA FSD 5 "5 5 SA 11: • 1- 35 `:1 N-1/ II; I -0 - AMON" VA',' BOX SUPPORT (TYPICAL) ;VAV 4-- 1-42 Fs FSD: ; . I I t • • SD FSD A 1 1 EDO 1- 37 ‘`• • ; I . ,••••_•,„ !1 IA -• , 5 5. SS5 5 I ! 1 ; ' VAV 1-25 VA'/ 1-35 EH— lz K Li [Z1 . 1 1-25 i 5. S • 1 1 I I _ • ' ,, ; I z' _ ..,; , 1 '.... I I 14 It ; (2)16" E83 1 / 352 GPM . . SPF:t:•FLER VILVE (2)10" E03 462 DIM I i SS[5)555S MAY 1 4 2008 f-'ERMT CENTER • '-! PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 ,(320 REGISTRATION: , ' • REVISIONS: NO DATE DESCRIPTION 5,561MEM. .155512151•1.1* 05/14/08 PERMIT SET • _ • ;; ! Mckl NSTRY DIVISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCAE: EXPIRES: 9-21-09 SHEET TITLE: 1ST FLOOR HVAC PLAN SHEET NUMBER: w•55mm.111.5,5, lie Of Your Building T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www. mcknstry.com -1•151:5 Ji II I 1 r 7.; ,• ) • _ ... _ ....... , , i , I ....... / . L i 6 , • • A"' 1.... r11 I ' TtI 1J7 . 1 Tifir 11111W rr • • r, SUPPLY & RUM L It ON MP 4) CAPPED FOR • FUTURE I 1 U 12x7 T. I 2;5 MI .•.__ r.,1 • •;! DUCT INSTALLED UNDER PREVIOUS PERAIR #MOS-007 EXISTING 9999 SLIPLY Ml RcTuRN Duc•wv4k UP TO 3RD FLOOR I ; I ---- L , =-- . i - L , 11' ill li I .. JI i 1 `•.:.:,-, u I! - .1cszr. , :wi• Li 1 1 .7.--1.— ■ 1 ■ I . ; ; ' 7 i I : : -. 1 1 I r :75 ' t I I • I -.- I . 1 ; I 11 . ■ ; L -; i .., I I I i r Lc, ,, :! ,- Jzz- , , . ,, - il 11 ' i I_ I 1 1 ; ! 1' 1 ' r I. i I 1 7.2.3 ! . I- ; - -' . ___ [ER. ..) . , I .: ,' ; f ,,,_. ii I r!"- 7 ii I j I! I r 1 K.WER I 1 L'2.:1 I, ' Hi Li , 7-71.17 11 :' I I • 1 [ I I L I !I • , merne.e.ser 7 H 11' Li. • L I Lw ! FT (721 H I I I 1 I 1 !I l I , 4 I 1 II I i 1 1H7 • .. •_ - • .— CD' 1 T :r ri iL • I t - I L 1 4 , • (WA! '.. I !\ SEC. STN. ZSEFiER RD 1 I '2.17-1 . i t / 1 1 FUTU . 12 xTO I CAPPED FOR .11111M Hu A I I ! Dt.1 I i I 1 WOMEN'S P.00;„4.--3: 02, I I 1 ri 'H} Tv1 -1 j Li . 1 I __; 1.4 ; : , , I :- TMEN-4,1 <- z;7, t J 7 77 • I 7: 77.±:-;:::11 t, t ;!• ; -----.. • I 1 I I ! 1 .'I I ' 1 '''. t -------- -.7 .47 ,'-/ \ 1 :I I , , , , 1, I l 12.----- '-"-- "th' - _ , „_?aLf1 ,- IlIZ - Z; ; Zs . .iliT' - :] . __ I If \ / , ; 1 .. , ., ; 7: 1 ' I 1 ii i; i 1 I I' :111-(‘ 1-_.!, 1 i ; • • La_. ki,.% _I :if JAN 1 -_- .7 , 5 ,.:• - • ''•• ' m ' 7 1 L; •••:, f ____21 ;.; - ; 7 --.. Sii_wILE r 1 1 I, _ r Ili • . ; i ■ -- r.,•] ;),.,;-..F• ,,. ■; .-,. ? ........,... ................ ... .. 77 .... .... ............. _ ....... ........... . .. :.. 1. 1 - 1Ti ;!:i; ii ..........,-..,-......,- • ;: I II I- _. 1 ;T:it ................... .. - •-14J1- I I" II ' bi•LI- j lIbrr' •,. El .' '. 1' '''T-'1 ■ , PRINT I 2:0 I II LJ I; I I I I 1 CORR. I 214 1 3 ; I ; 1.777.41:masso 7— .7 L 11 e ' 1 1 I .;. r...1 . [,_ lJ: II _ 1 i ' 4; I . ...-. 1 1 11 ; 1 I --- • ; • .....,„. ... „ „. . . ... ir . . , ', ; ; 1 I / '1 ', 1 I \ .. '■ : 1 „ \ ---.- - -1 1 M2.2 _ ..--- , . ••.- -••,. .,-- \ ,- ... .• , 1 i i..., 1 I I I ---- ' - .r' .., i . 1 I ,./ - 7-...__,- ,. / -•,. KALE: or = 2ND FLOOR HVAC PLAN II E- - ,. ---•• '..04 --a II „/ 1 1\4 :!1: . c ' il 7" ; I ■ .1 .. I / 1--- 1 ; • ..._ ! I • 1 , I 1 1 '4 2 ' . . I r:,. 7.e , ,%:,. ,•......!,+:. - ‘ ;1 , i i 1 ...., 1 1.1 .. •,, j • r L ] , 0 .... „„- I. L_r i r I t I I I . - .4.. DII - • - - \J I 1 -•/ F a I;1 r __,_______; 7; ' 1 •L II r 1 I riF • ' . -11 • - V= 1 . 1 ..... 1 • 'T !I 11 1 1 • IL - I iii r• 7 '..?: : I it z___ ; -, ; II.1 I:\ 7 ; \ :'/ •' I \ '. '7.17C•12,:=1-Z 1 i 1 r■ i i i ' • 1 N CC; Ii 1 ; , , ,.----- : r 1l \ ' .., t • ‘ rrri....F1 __JI I 7; , 21 , -,-....„ i i I i .I , `,., , ! I. ii tIFF.yr LI ;CF. ill _1 ri L j 4. 17.P.I, II 6 ...., !.; ;;;;,.;_•E [[D !I:r.r I L .----. •--... • r . --- iI I e '; , e 1, 'l 1 .. • • I ) • IL' a MAY 1 4 2008 FERM1T CENTER PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 • ‘' • . L . ; - , b084-412s0 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET ME • I • • • • • I dip 7111•■••••16 p fIfffEl 1. • Mal MIRY DIVISION; ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCKINS CHECKED BY: B. DAGGETT JOB NUMBER: 843B DATE: SCALE: SHEET TITLE: SHEET NUMBER: EXPIRES: 9-21-09 04-07-08 SEE DRAWING ife Of Your Building PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 2ND FLOOR HVAC PLAN SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SENITLE, WA 98124 1-800-669-6223 www.mckinstrycom MAW I C C • •-• I .: 1 17 II 1. 1 rt I • ----- ...... ....---- ...... ....... •I; II If 11 I I i I 1 11! 1 1 I l i SUPPLY UAW= ASS MICR (TIP I r i I ON. STAIR $4," ii j 12.2g2D SA GAP Fun= BYPASS (TIP 4 FUTURE 913s10 CSA cr•rp 4 FUTURE 106220 RA OW 4 2242 SUPPLY Rs12 FITURN HAM' tea TO 2:7713 MOIR. = 41,38 All C ; Hi II I I bJ 2D1 zz rtiltat C 6 22tcS9 SUPPLY AHD RETURN WAFTS DR TO 2222 FI FOR AEU OVAL SEE e ra 11 r71 6 CO2MCT TO FGCST210 Stx22 • SUPPLY Ale REIM CAPPED AT FLOOR' I T 6 FOR spur Ail.) DETAIL $EE S43470 OSA (TI 4) 11167:20 RETURN MEMO 21 RA= OF MU c •-• T mats sup11L spew* ai maw GF AM) (2 PER ATI4U) 12240 SA (TIP 4) RETUl (TIP) • 1 .. ___.=,-,.., ..,-7. - FALL ;f4.4,-7 tt 1 . , t 9 \ -.‹.. ?.3.2_ ■ . .. , IL . I T-f!-'=1------• -- "-._ T t.-._ --------- '_ - _r-"^------ - 7 - 77 - - - - . I LI __ - 77 -1 1 ! ' N.' I J "-- • -- it - -• •t-L CI II .; Ii it ;; II t I I I ; , 1= fl . 7•-: ! 1 ; ;T: i . [7 4 r•-• 7 7 • : : ;!'• ../;) -. s ; 4 • 7 , . , 1 , .7; 4 e 1 i . .7 ! . L-.----, I , • . ! • 1 7 7 • .1\a";; 1 . EI r.s7A- I I ft,'a t... !F.- 1•7 .. ' i75 1- 1 • I! ' 1 • r • r # I : . .. 7 • i . t 74---, 1 7 ,...' L . - •..--t- -..• •- • --....- ..7 a •■•■•,.• •■••-•-.2.•-• ••• -/•-.••■••••••■- 4 ....,■-•...- ,-...a.. .., •• ....: \ ,,.• 1 7 ,; ••• ' , 7 , 1 ri..• i i T . 1 #• ; . ; 'I - 1 - . - 7 - • .• e --. . 5-. 7 a 7 7 • 1. 1 . I !,Z . I ! -;-... 4 7 t . 4 •h I • f • • 7 . 71 ' 4 7 A '1 4 , : 7 _J , ; ! 7 a ! .. !t \ . . . I 1 • 1k/ ', •••1--•••■.--.-rh■N. *•-••-•■ • i 1 I 4 .1 1 1 i I r \ VI j _ .. _I „,=:,.._....._..... I 1 i , . 7 f 7 1 T. e f f 117 : ; 11 -; r • Ii ; I t r ; I; I 0 Ii I jI I • Ii I ti ii II II 7 1 ! f •■•-•••••-s-,,•••••- ; • I ,it• I 1 1 4 •-• • 1 17' 1 41\ • C1.1 LI I iAi • ; 7 I . 4 I I I 7 : , , : 7 7 1 I . , 1 1 i 7 T • 7 • . ; ! ; 7 4 ........ i _L •, . II I Ti •■ • 1 ' CF EGUIPMENT MEZZANINE 3E.LOIA,I I , t 7 ...___ , 7 , --- 71 1 i tt 1 1 t . t I - it/ N I. . 1 17 1 . • 1 • 7 -7J • 0 I .L._._,..._._._......_,a,__,..________„____,..„ ,, . . 1 I a i T 1 V I I a 7 i ? 7' i \ I 1 t I 1 I. V. r if i 4 ..,_,._._...........1 . _ . _ .._....._,.....,L_. 1 „_.,_....__._,_.._ . , I I "; M'=.'.1 1 il 7 i I 7 11 7 ; ! i i * , i 4 \ V I xlf • it 1 7 1 I I 1 M2.3 !! ; T • I .,-- .7...! # I a 7"L t „... -,.. E-#;;;77-NICgF. 1 3RD FLOOR HVAC PLAN SCALE: 1/16 • I I - -.--.-_ . • -------- i , I ? 1 1 •••••-•.- 7- 71 i . 7 II °----------I-----7 ; 7 7-7:--1 , 11 ,/ I : j; 1 . I , . i ,L'' I I/ 01 1,,, ! ________ 77If ______ ;.,______ I 32.4 I 1 A ' II Yar f • ! ,IL__NI 17 7 11 ; I7 ; I Y 7 771 V • : s h. •-•" . / I. , I - r,.../ ° ../ '7 -;'7 7 7 --_ - ; A:t ttt: ! ' -7 -L-1--- . ..- . ...:„.,„..47 ----- . 71 7 ,„ • ! • ! 7 .7 - ED : - I • .,'„- I I .--. ;l 4 I ' 1 1 I ' ./ ' 7 7 I' ..,, . \ /•. ; ; e 77-77- -77 h... I 1\ • • • „ 71...,..,..._._.._._... ...-M,..=:.:,.....:.1- :I. 1 ,.......... j-, ' ;14 7 7 i L._._.. ' .1/::9;;:■Ft-an''':T-'-''''..-.--'7-''''''''''''''"',. , r-.' -!-1:- i 17 4,,, :., 17 1 ! i ,-..„._„.::-__.7 • . , i I 1 ! 7 ------_. - F cr 7 i I .....x........v................„,.. _ „, 45,... 1 "...--1 !" ' .- 11 117 1 : 7 7 # 7 , 7 ! . i ! •,_#--,1 i N i ,. ! • . ! 1 I 4 i I I \ II 7=', i h C 1 I ' I. I • 4 I 1 I 5 I__.._.._ s 1 1 ;1! , 7 1 7 I ; ; ; ; ; I i , ; . • • ----,------_:--- -- „.. ....._,.... 7 4 \ .■.,-.--M-71....g.--*•-• -..-■-,...-,,,-..-M- -,-.■ -.-..-•-••••■•-•-••-•.•■■•-•-•■.4 ---..■■_-....,,_...._...._ ■ I , . . 47 . ; ! i 7 7 1 .; a I 7 . i : I I I i : ta r"7 ; a 1 1 --- "E ; I • . . -,; !!!: _ 4 , a ; i , i : 7 ; 7 , , • . 4 . I' 7 5 4 7 r t 7 , , . t i, 7 1. I • P : i • - Gf I 1. • fi ; 13! - 4 5 :1 8 /71 ,... :7 ..--er y_.•_•••......._.,..i.....r.--......... • • • _, ^ , • •• - 4••••.-••••.21,/ I - ! 0 ■ i - '1- l it . -I t ' - - ' ' 1-7 -"•*.. - - f i i t _......,_..„,...y_...■....._.-..r.-.... •,-•■••■ • I • -I. -b-4-. .--••-- •••I'V. \;--"--'....- .-I-91.J-.."....-..---L--------- - - --1 i I i 7 I ■ I . i ..I . 1 . 4 7 . . I I . • • \ ./ 1; i 7 1 :'• ... _-_;;_a i___-_...._ • ' : • ‘71 • * • • 4[.\ - • 71 S Ii • ■: ri 5 F I I ; Y 1 1 i ts 11 fl m ILL il , , N•1 „ il 1' ;II ! _ii ..-1--,i, It [ :..1 ' il , g -, ' 7' i 5 A;F:41 i 7 7 ! II rI I; ; • .7/ 727 Fr' 73 • ?-3 MAY 1 4 2008 PERMIT CENT o8280 SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO Box 24567 SEATTIE, WA 98124 1 PORTLAND: 12021 NE AIRPORT WAY SU n G PORTLAND OR 97220 503-331-0234 www.mckjn5ty.com .; • .•-;.-• ; 7-- REGISTRATION: EXPIRES: 9-21-09 REMSONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET renc.ernsw. 1•11:1.11••■•■■4,•■•■ mg.,11•■ .°:••1•■• 1■INI211 ..1111•■■ •MIEM.M. 11M11117•1■• 311..■■■■ MI■1111 =NY =NM.. ..!•••:. f r•••••••:°111■1• L-•\ ;‘,‘ McKINSTRY DNISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: 3RD FLOOR HVAC PLAN SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING ,!::_, 7= ■ - 7 - — `'" ............ • I I , I...:1 -.... :;.....1. — `'" a I , III" I . : : I I ! . %: ...-. I ! • : I. •• •• -. 7 -• I ...I. : I.e..' LI, -, I...:1 -.... :;.....1. — `'" a „ . il":,.; " ..;; .; • UT , , . I t - • , . : ! :: r- • -a C- -C 3 - C ,t r• • N., - - • ' • I c!....; • • , I e• • !, I 1 - e =21313 l, 3.1=1517.13XII =1•5531361333318 IgnIffirriVISNI Ileaffit31131111:0331130 1 • I • • T.% I • I -1-•47.0.21F,n7.E.;74:- I .;:; .. a i ..,• i; ,/ : 1 ,/ , ; .. 1 i 1 I: „, •,, : ,/ , ,' 1 . ../ I •- 1 f 1 , 1 7 I \ J ../ 1 N., I \ . 1 . '■ , ,..-7.. • Na 1 N I ! -,. N. \ ,., ,..,. :-..„, _ ..„ . I ,./ ; ! 1 - . N -,.. I \;:, I 11 ,., s. / I , 1 N, !I.. / - , i • • . t_, -.1-_,T, - '''''' • • •• •••••-• - -, "'L a •: ! F'77,..":7Erp;!„"Tria7,:a."71raa".":r.""nravta.,:":".": • - "7 '-'...-,..;,.... f r p,..,.; ;•• • • .--• • • -" - ----- .,7,: - K; ., 7 -1- La - 7. -1 . - 7,c - 1.ffic, - , - ,1: • .72._ , , ,1 i ; , : ,. rz.-z,,-.=:-._;.--,:',7.... 2.,:I. I. ..::.1::- : ;:!....;..!.;•;2.....:.,;,;;',„;. ZYZ24,1 ' : I 1 r ! •1 1 1: I 11=1111E11111Willilliffill 111111 . CH-52C1 • La.tV4.Ir ,1:1:Lar-L1:4;•:.- "I • - - I' •••• ; I ,/ ; • • • • • ; I • . • .; 1 i• / I N FUTURE FOR MN P.141/ ; DECAL SEE row/ SUPPLY TO SIO PIDOR • 11 ' ▪ 1 .1 .• • • • ••• / . .-------- i , • :! •F • !, .;" 1 WOW/ SUPPLY RETURti N \ \ „, SUPPLY r• Krum Tam FELSRN TO 3RD H.COR \ I; I; 11 • 1 ri 7 ; • 1 ' 11 I I / •• • ! I I r TO 3RD FLOM -•• at glitt ; . rafa r1 t&IP SIPPC4IT ritIgiEt ;= STRUCTURAL (M3 • ... , . . !I ! i . a i ! ..,... •• : I I . ------- . ; —1.--- ; , ; L1,,,, ;;_9 'T.'"= "?..•:1 1 1 ' L-.4) c;:i• ' ; ‘4-., ,;,,,, ■-•.'" 11 1 1 ' 1,,, `1"" 1 1 " 1 .f T--"-•/ 4 I I • , ;-- a ; •,; Fl • • 14 . 1 ' 1 4 L • a : . ; ; ' / li ! 1 . a I" I I, j i • • 1 I I . 3 ,3. ! .1,4".,. . I , •1 1 .,......,.... :. • :.::„.•, I X; 1 I 1- 1.-.-=-- - .- 1 I 1 : I f. ! I ',.../7.-Lr. .;!..:._•.;,_.a.V.":.,, ;1171'.aFe.a1" "II V taf.14;C !r 7 -; -.,- - ,-- • ` - • - 1 1 — .1 IL • g - 4 - .: ."-4-: ---_,.4:„ • ' ' • , i-ti - -.. \ ) ' rar. c", .1 , I I /,...,.4. ,/.. : , ; i I ,-- ' L(. ; - .., , • ,<.,. , ; i s , 1, •,.. ; Li 2, .• , ; ; ,,, , i 1 .4-LI '' ' V ; ;, 1 " ' i i • • .."/ I . I : I ? / , 1 ri i '', I —..... 1 rtI7i ' I . 1-- ; / _ PSFER TO S1RMMAL MOM PM SUPPORT STRUCIURE (TYPi:AL) • e•chv tpay 11 r.1 ...,... • -----;-----,. 1 1 ' / !I I - V.._ 1 • ., II F : I ', 1 1 . .; / II '/' ,1 '1 '' . . ! I : 1 : I ! . IY IT =PI 1=1k 0:11= I I! , .r ... I , I :, , -•,. / ... I. ,ff , I r. ..----, ,- .. • ...-- 3 - ,/ ■.,1!.. : L ..: -.. .=L-..--...,14. ..;,...-. ' - 7: . ' ' ' "!!'!"! " ' ' ' - 11 1— •-t! 1 X 1 I i , 1 ; I I . I • I I 1 1 ;; • It •• 11 II _La ILJ_ U: W 714 • . . ,1 I : 177 L. 7, Fr: I — - ''''' - :.; ;__; " • \ ' 11 • • • • 1 i I 1 : k: 14 L I 4 54! „i " 11 1 i . .1.* . - , :Ve , I I i L , ' ./ .., I . ,, .. .•,. . . , 4 ErD I a !I • 11 11 ( ; 1 / \ ; I \ ' \ ,,„„4.;„•. 1 1 1 LCAI . 4 NK • ' LoAp BAN< H I I I , ; N. • --• • • 1 1 \ . l 4. \ I ..., " • — .1 II' I F\ i / . ! - • - N. 1 / • -, .; 1 11 0 .,--....1 I I !..: --1..^."....;,...,•_,....a....d,-......,..za.mtgar...4.7,..,,,,.•17: ; ........., ..,...., _...L.._ _,.....--_. LL. ,,,.._7L+1;.:_,11',1.,,,La.,,ALL:717 : -,.. ... • . ,'..,.;;;; .r.,1 a, ,,,..74e4'1.7.,7•4 .....: ' .7. " - . 7 .;;- 7 4. '',..,...,:• 1 I f;:".; 7- c ;77 . - .. - ,:;.7"...:,,,7 ' - .:7 1:12,.. ka. ■ , , ,, s; I • 1 • ' /1 i , : ii • I ' • X ' 11 1 i \; : / ar • F .--; ._ 1 _ 1 ■ .„-- ,. ., . .,, 1 -, ... 1 1 1 " , , I 1 • I. !:. 3r • 7 • ti7 - .1•• "..;,• 1: • F 3 F 1 -1 1 1 I ' 7 • .77 N „, '' ! I P, '.• 1 'I I %•1 '• il t 1 ! T \ \ i 1 ••••• II' , I \ , ;I „.; ,,, I NI 1 \I '4 --. r I 1 1 — 1 X 1 I I ' I ift, .1 1:: _ - ---- -I— I , I \ ,---- , ; „ 11 .1" I ' 1 l 1 1 1 LA , , r . ,, • ' 1 1 T1 1 , ,, , ... 11 • 11. A , ' 1 . N • F:-.14 '1 L 11 ‘ ‘1 1 "J k• ---- 1 • \ 4- \ \ 1 :'F,i4,:, :-g,Th 1 / . \ \ i' !'-•...it,1-4j ' I \ 1.1 ! X '1 i E \ 1. 1 X -1 — L-.114/ •rN 1 1 , ' 1 I r 1 r , , : , .. , li ,-,-,' /. ,, IF <:-..., ..i-,.. < i i 7 - 1 -.1---- --., 7 7 7 .1, '''“ ,-."•"y, ,'.•■ ST17 ••• • -;:jf'''''1 • ,, ._..._.___ 1 .. I ^' ......... ILITA:=,.." I. ri• 1, X 1 1 i - I 1,`'11 4 1 1!,,•5:, ...,,,i1.-11'' .1',,-t,1"-..-"•f1. :;:1 • '''' :7- ' I 1 ' . ,,..L. 1 7 ;, 11 7 L,, I X . . . . • '1 4 7 4,74. ,i,,,11- 1 . _ — I ,,r• ' " . ; ,.- 7 , 7z. „ t77:• I— L ' N I I I" ,; I it it I .1- A ,, il_ ••; ; Lkz 1 , 11 ilty. l 1 \ '11}7 ,;71 11 X !I 'I! x - • iv , li \ H ,..L „. ; l \ H ,-- k -1 1 L --. 1 X i l L---a \ , X •/- L ,.. ' I' -... ,L_ 1 . 1 - 1 • i47f-"S- • .. --: ! ! ,/ -:71._ ; . .1: I ___../ n' I I .. .. -''''.. .._, , — . .." . \1:5 L4 . .i ,.. 1 .,„...,, I. x :1 i :,. , , ,,,,,...,...: . ,_ _.,, i. .1. I ' 1 III It I ; K i .7 L -1 _i .1 F--7 r , , 7 —., 1 i; ix I1 . , , .... — I \ ; :,....- .1z_2_, . : .ik ' ... •,..... i -" ---ir.. 1 • '1 I - 1 .„' : . • , • • 6 1 \ ... 1 ; • I 1 . 1 1 1 • ••••-- I ---, ./' -',. 1 • ,/ -r4; 1 . 1 1 -1 '4,1 I • i • i 4 I ' 1 / / .., M2.4 4.....,____,,, , ROOF HVAC PLAN SCALE 1/1 FN n 6 " ) • ,\ ) I I H x tl , L 1 Ti , /44, /1 T (L21)7 7 .11/ , 1 . ' .' I •:--, ' —:', ' I" 'I i• , i i '.....} rj I ; TI -, 1 " X I ' I. :;63,36 liesni i f II \ , ' .... .' II :- ' , •• I N,,,itct • 3 ; i I. II X , 1 le , r I______J, . 11 '..-411; 1 • • al-LI:=11=_Lst: I . ■a; I f,""""`" - K. t". • •:1'1.= X .f d X " 3 •471._;?‘ 11- I L- k A: • H ' • 1 - • ; ▪ .e •"" • 7, .• I I •„. • I /'• ' • • •-• 1 411.-;; it••.••T - I 1 ,1 i_ I i2 I- K4/1 . \:-/ ..- „ji / NI .--. r--- __i,z_1 t • ..a - 1 \ • IF_ 1 • 1 • ! •••.„ \ \i ' .471), 1 1 . 1p. : . 1 1 I, .X 11 I I 1 I L ..,/.....,,, , 11-, .,. L I „ . '. 1 ..- -11 ,, 1 1 , . . ., . ,,.. ,,, • 1 . , / 1 X 1 ,, ! LIF I 1 IF.'1 1 11_2111 1 : - \ if i .. . . • I 1 1 1 : 1 : N t 1 1 '1 • "" v 14 1 • .- • ! N 1 NI i i • I i • -t N, N. ' 1L— i I • ' i-a•-• \ I - — -• __ _ • • N I • Ii,--11 • I I I , 'I 1 ill • 1 1 1 ) 1 II 't 1 -,, , f • . . , . . e N .. 4., / -• • -.., • .• ,'i ..,„ -,1,„.- ..„,,:,i--•••'"'-iii-- r, .I•••• ... • — " • - 4.1 .• • , 1 a I • • "1 / I : -7 :ga•-‘7::1•- I ... . 1 i I I I I 1 I I 1 '1 ,! 4-:± i ''-1;L• i 1 r71; .".. -::• 1 LLL______ j ' 1 \ ' F --- I 1 I \ , i I f ::. . ' ..... 1 \I' 1 12._:= 1 , ; .;, L I '.1112'';''''-''''.°..4.7.;.-- ....„_•.„.‘„,,,...:•zaJet,LL.__.......„..:... •.::.:,..= '..Tz'''„-.r,: L I / i 1 . 1 v11 1 , 1 1 ! A I, , I , I 1 ! .. t 11 1 7 L _ I , T 1 i : ..• ,. 1 I I / .• I ' I I 1 ; - 1 H ... -. Fr i . 11 ; II a: , 41 1 /1..71,... • I , /. !! 1 \ I N. I " ; I 1 I L I \ • • 1 ! I I i I 77 1••■ 14 • a • L L X ; • '41 • "' I ! ••• " • .."" I , -- I ! 1 • • • • 1 1--1 41\ 4 V !,-• • . j , . 1 17---71 . 1 1 1 . 'I .1 1 ; . I i • , I 1 --- 71--1 3 -- —, I 1F - I x I 1 ly„„,2b 1 , I 1 II -1 r-._.. 1 , :: 1 i i 1 1: ;_ i L •-. 17-1 .-----,11 I --.,I .-- . I s N, ; -ge-e— 1 II 11 X- 1 i 111-I II' 1 I ' 7 111 • . I N I ;11 • - \ •• MAY 1 4 2008 PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 1)08 -ow 2 9 o REGISTRATION: REVISIONS: NO DATE DESCRIPTION AINEMIRMI110 PFRMIT f AHD / 1\12LREn SHEET TME: SHEET NUMBER: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEAME, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SU rTE G PORTLAND, OR 97220 503-331-0234 www. mc14nstry.com EXPRS: 9-21-09 05/14/08 PERMIT SET WIC NSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCK1NS CHECKED BY: B. DAGGER' JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SEE DRAWING ROOF HVAC PLAN t - • , . : ! :: r- • -a C- -C 3 - C ,t r• • N., - - • ' • I c!....; • • , I e• • !, I 1 - e =21313 l, 3.1=1517.13XII =1•5531361333318 IgnIffirriVISNI Ileaffit31131111:0331130 1 • I • • T.% I • I -1-•47.0.21F,n7.E.;74:- I .;:; .. a i ..,• i; ,/ : 1 ,/ , ; .. 1 i 1 I: „, •,, : ,/ , ,' 1 . ../ I •- 1 f 1 , 1 7 I \ J ../ 1 N., I \ . 1 . '■ , ,..-7.. • Na 1 N I ! -,. N. \ ,., ,..,. :-..„, _ ..„ . I ,./ ; ! 1 - . N -,.. I \;:, I 11 ,., s. / I , 1 N, !I.. / - , i • • . t_, -.1-_,T, - '''''' • • •• •••••-• - -, "'L a •: ! F'77,..":7Erp;!„"Tria7,:a."71raa".":r.""nravta.,:":".": • - "7 '-'...-,..;,.... f r p,..,.; ;•• • • .--• • • -" - ----- .,7,: - K; ., 7 -1- La - 7. -1 . - 7,c - 1.ffic, - , - ,1: • .72._ , , ,1 i ; , : ,. rz.-z,,-.=:-._;.--,:',7.... 2.,:I. I. ..::.1::- : ;:!....;..!.;•;2.....:.,;,;;',„;. ZYZ24,1 ' : I 1 r ! •1 1 1: I 11=1111E11111Willilliffill 111111 . CH-52C1 • La.tV4.Ir ,1:1:Lar-L1:4;•:.- "I • - - I' •••• ; I ,/ ; • • • • • ; I • . • .; 1 i• / I N FUTURE FOR MN P.141/ ; DECAL SEE row/ SUPPLY TO SIO PIDOR • 11 ' ▪ 1 .1 .• • • • ••• / . .-------- i , • :! •F • !, .;" 1 WOW/ SUPPLY RETURti N \ \ „, SUPPLY r• Krum Tam FELSRN TO 3RD H.COR \ I; I; 11 • 1 ri 7 ; • 1 ' 11 I I / •• • ! I I r TO 3RD FLOM -•• at glitt ; . rafa r1 t&IP SIPPC4IT ritIgiEt ;= STRUCTURAL (M3 • ... , . . !I ! i . a i ! ..,... •• : I I . ------- . ; —1.--- ; , ; L1,,,, ;;_9 'T.'"= "?..•:1 1 1 ' L-.4) c;:i• ' ; ‘4-., ,;,,,, ■-•.'" 11 1 1 ' 1,,, `1"" 1 1 " 1 .f T--"-•/ 4 I I • , ;-- a ; •,; Fl • • 14 . 1 ' 1 4 L • a : . ; ; ' / li ! 1 . a I" I I, j i • • 1 I I . 3 ,3. ! .1,4".,. . I , •1 1 .,......,.... :. • :.::„.•, I X; 1 I 1- 1.-.-=-- - .- 1 I 1 : I f. ! I ',.../7.-Lr. .;!..:._•.;,_.a.V.":.,, ;1171'.aFe.a1" "II V taf.14;C !r 7 -; -.,- - ,-- • ` - • - 1 1 — .1 IL • g - 4 - .: ."-4-: ---_,.4:„ • ' ' • , i-ti - -.. \ ) ' rar. c", .1 , I I /,...,.4. ,/.. : , ; i I ,-- ' L(. ; - .., , • ,<.,. , ; i s , 1, •,.. ; Li 2, .• , ; ; ,,, , i 1 .4-LI '' ' V ; ;, 1 " ' i i • • .."/ I . I : I ? / , 1 ri i '', I —..... 1 rtI7i ' I . 1-- ; / _ PSFER TO S1RMMAL MOM PM SUPPORT STRUCIURE (TYPi:AL) • e•chv tpay 11 r.1 ...,... • -----;-----,. 1 1 ' / !I I - V.._ 1 • ., II F : I ', 1 1 . .; / II '/' ,1 '1 '' . . ! I : 1 : I ! . IY IT =PI 1=1k 0:11= I I! , .r ... I , I :, , -•,. / ... I. ,ff , I r. ..----, ,- .. • ...-- 3 - ,/ ■.,1!.. : L ..: -.. .=L-..--...,14. ..;,...-. ' - 7: . ' ' ' "!!'!"! " ' ' ' - 11 1— •-t! 1 X 1 I i , 1 ; I I . I • I I 1 1 ;; • It •• 11 II _La ILJ_ U: W 714 • . . ,1 I : 177 L. 7, Fr: I — - ''''' - :.; ;__; " • \ ' 11 • • • • 1 i I 1 : k: 14 L I 4 54! „i " 11 1 i . .1.* . - , :Ve , I I i L , ' ./ .., I . ,, .. .•,. . . , 4 ErD I a !I • 11 11 ( ; 1 / \ ; I \ ' \ ,,„„4.;„•. 1 1 1 LCAI . 4 NK • ' LoAp BAN< H I I I , ; N. • --• • • 1 1 \ . l 4. \ I ..., " • — .1 II' I F\ i / . ! - • - N. 1 / • -, .; 1 11 0 .,--....1 I I !..: --1..^."....;,...,•_,....a....d,-......,..za.mtgar...4.7,..,,,,.•17: ; ........., ..,...., _...L.._ _,.....--_. LL. ,,,.._7L+1;.:_,11',1.,,,La.,,ALL:717 : -,.. ... • . ,'..,.;;;; .r.,1 a, ,,,..74e4'1.7.,7•4 .....: ' .7. " - . 7 .;;- 7 4. '',..,...,:• 1 I f;:".; 7- c ;77 . - .. - ,:;.7"...:,,,7 ' - .:7 1:12,.. ka. ■ , , ,, s; I • 1 • ' /1 i , : ii • I ' • X ' 11 1 i \; : / ar • F .--; ._ 1 _ 1 ■ .„-- ,. ., . .,, 1 -, ... 1 1 1 " , , I 1 • I. !:. 3r • 7 • ti7 - .1•• "..;,• 1: • F 3 F 1 -1 1 1 I ' 7 • .77 N „, '' ! I P, '.• 1 'I I %•1 '• il t 1 ! T \ \ i 1 ••••• II' , I \ , ;I „.; ,,, I NI 1 \I '4 --. r I 1 1 — 1 X 1 I I ' I ift, .1 1:: _ - ---- -I— I , I \ ,---- , ; „ 11 .1" I ' 1 l 1 1 1 LA , , r . ,, • ' 1 1 T1 1 , ,, , ... 11 • 11. A , ' 1 . N • F:-.14 '1 L 11 ‘ ‘1 1 "J k• ---- 1 • \ 4- \ \ 1 :'F,i4,:, :-g,Th 1 / . \ \ i' !'-•...it,1-4j ' I \ 1.1 ! X '1 i E \ 1. 1 X -1 — L-.114/ •rN 1 1 , ' 1 I r 1 r , , : , .. , li ,-,-,' /. ,, IF <:-..., ..i-,.. < i i 7 - 1 -.1---- --., 7 7 7 .1, '''“ ,-."•"y, ,'.•■ ST17 ••• • -;:jf'''''1 • ,, ._..._.___ 1 .. I ^' ......... ILITA:=,.." I. ri• 1, X 1 1 i - I 1,`'11 4 1 1!,,•5:, ...,,,i1.-11'' .1',,-t,1"-..-"•f1. :;:1 • '''' :7- ' I 1 ' . ,,..L. 1 7 ;, 11 7 L,, I X . . . . • '1 4 7 4,74. ,i,,,11- 1 . _ — I ,,r• ' " . ; ,.- 7 , 7z. „ t77:• I— L ' N I I I" ,; I it it I .1- A ,, il_ ••; ; Lkz 1 , 11 ilty. l 1 \ '11}7 ,;71 11 X !I 'I! x - • iv , li \ H ,..L „. ; l \ H ,-- k -1 1 L --. 1 X i l L---a \ , X •/- L ,.. ' I' -... ,L_ 1 . 1 - 1 • i47f-"S- • .. --: ! ! ,/ -:71._ ; . .1: I ___../ n' I I .. .. -''''.. .._, , — . .." . \1:5 L4 . .i ,.. 1 .,„...,, I. x :1 i :,. , , ,,,,,...,...: . ,_ _.,, i. .1. I ' 1 III It I ; K i .7 L -1 _i .1 F--7 r , , 7 —., 1 i; ix I1 . , , .... — I \ ; :,....- .1z_2_, . : .ik ' ... •,..... i -" ---ir.. 1 • '1 I - 1 .„' : . • , • • 6 1 \ ... 1 ; • I 1 . 1 1 1 • ••••-- I ---, ./' -',. 1 • ,/ -r4; 1 . 1 1 -1 '4,1 I • i • i 4 I ' 1 / / .., M2.4 4.....,____,,, , ROOF HVAC PLAN SCALE 1/1 FN n 6 " ) • ,\ ) I I H x tl , L 1 Ti , /44, /1 T (L21)7 7 .11/ , 1 . ' .' I •:--, ' —:', ' I" 'I i• , i i '.....} rj I ; TI -, 1 " X I ' I. :;63,36 liesni i f II \ , ' .... .' II :- ' , •• I N,,,itct • 3 ; i I. II X , 1 le , r I______J, . 11 '..-411; 1 • • al-LI:=11=_Lst: I . ■a; I f,""""`" - K. t". • •:1'1.= X .f d X " 3 •471._;?‘ 11- I L- k A: • H ' • 1 - • ; ▪ .e •"" • 7, .• I I •„. • I /'• ' • • •-• 1 411.-;; it••.••T - I 1 ,1 i_ I i2 I- K4/1 . \:-/ ..- „ji / NI .--. r--- __i,z_1 t • ..a - 1 \ • IF_ 1 • 1 • ! •••.„ \ \i ' .471), 1 1 . 1p. : . 1 1 I, .X 11 I I 1 I L ..,/.....,,, , 11-, .,. L I „ . '. 1 ..- -11 ,, 1 1 , . . ., . ,,.. ,,, • 1 . , / 1 X 1 ,, ! LIF I 1 IF.'1 1 11_2111 1 : - \ if i .. . . • I 1 1 1 : 1 : N t 1 1 '1 • "" v 14 1 • .- • ! N 1 NI i i • I i • -t N, N. ' 1L— i I • ' i-a•-• \ I - — -• __ _ • • N I • Ii,--11 • I I I , 'I 1 ill • 1 1 1 ) 1 II 't 1 -,, , f • . . , . . e N .. 4., / -• • -.., • .• ,'i ..,„ -,1,„.- ..„,,:,i--•••'"'-iii-- r, .I•••• ... • — " • - 4.1 .• • , 1 a I • • "1 / I : -7 :ga•-‘7::1•- I ... . 1 i I I I I 1 I I 1 '1 ,! 4-:± i ''-1;L• i 1 r71; .".. -::• 1 LLL______ j ' 1 \ ' F --- I 1 I \ , i I f ::. . ' ..... 1 \I' 1 12._:= 1 , ; .;, L I '.1112'';''''-''''.°..4.7.;.-- ....„_•.„.‘„,,,...:•zaJet,LL.__.......„..:... •.::.:,..= '..Tz'''„-.r,: L I / i 1 . 1 v11 1 , 1 1 ! A I, , I , I 1 ! .. t 11 1 7 L _ I , T 1 i : ..• ,. 1 I I / .• I ' I I 1 ; - 1 H ... -. Fr i . 11 ; II a: , 41 1 /1..71,... • I , /. !! 1 \ I N. I " ; I 1 I L I \ • • 1 ! I I i I 77 1••■ 14 • a • L L X ; • '41 • "' I ! ••• " • .."" I , -- I ! 1 • • • • 1 1--1 41\ 4 V !,-• • . j , . 1 17---71 . 1 1 1 . 'I .1 1 ; . I i • , I 1 --- 71--1 3 -- —, I 1F - I x I 1 ly„„,2b 1 , I 1 II -1 r-._.. 1 , :: 1 i i 1 1: ;_ i L •-. 17-1 .-----,11 I --.,I .-- . I s N, ; -ge-e— 1 II 11 X- 1 i 111-I II' 1 I ' 7 111 • . I N I ;11 • - \ •• MAY 1 4 2008 PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 1)08 -ow 2 9 o REGISTRATION: REVISIONS: NO DATE DESCRIPTION AINEMIRMI110 PFRMIT f AHD / 1\12LREn SHEET TME: SHEET NUMBER: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEAME, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SU rTE G PORTLAND, OR 97220 503-331-0234 www. mc14nstry.com EXPRS: 9-21-09 05/14/08 PERMIT SET WIC NSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCK1NS CHECKED BY: B. DAGGER' JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SEE DRAWING ROOF HVAC PLAN C- -C 3 - C ,t r• • N., - - • ' • I c!....; • • , I e• • !, I 1 - e =21313 l, 3.1=1517.13XII =1•5531361333318 IgnIffirriVISNI Ileaffit31131111:0331130 1 • I • • T.% I • I -1-•47.0.21F,n7.E.;74:- I .;:; .. a i ..,• i; ,/ : 1 ,/ , ; .. 1 i 1 I: „, •,, : ,/ , ,' 1 . ../ I •- 1 f 1 , 1 7 I \ J ../ 1 N., I \ . 1 . '■ , ,..-7.. • Na 1 N I ! -,. N. \ ,., ,..,. :-..„, _ ..„ . I ,./ ; ! 1 - . N -,.. I \;:, I 11 ,., s. / I , 1 N, !I.. / - , i • • . t_, -.1-_,T, - '''''' • • •• •••••-• - -, "'L a •: ! F'77,..":7Erp;!„"Tria7,:a."71raa".":r.""nravta.,:":".": • - "7 '-'...-,..;,.... f r p,..,.; ;•• • • .--• • • -" - ----- .,7,: - K; ., 7 -1- La - 7. -1 . - 7,c - 1.ffic, - , - ,1: • .72._ , , ,1 i ; , : ,. rz.-z,,-.=:-._;.--,:',7.... 2.,:I. I. ..::.1::- : ;:!....;..!.;•;2.....:.,;,;;',„;. ZYZ24,1 ' : I 1 r ! •1 1 1: I 11=1111E11111Willilliffill 111111 . CH-52C1 • La.tV4.Ir ,1:1:Lar-L1:4;•:.- "I • - - I' •••• ; I ,/ ; • • • • • ; I • . • .; 1 i• / I N FUTURE FOR MN P.141/ ; DECAL SEE row/ SUPPLY TO SIO PIDOR • 11 ' ▪ 1 .1 .• • • • ••• / . .-------- i , • :! •F • !, .;" 1 WOW/ SUPPLY RETURti N \ \ „, SUPPLY r• Krum Tam FELSRN TO 3RD H.COR \ I; I; 11 • 1 ri 7 ; • 1 ' 11 I I / •• • ! I I r TO 3RD FLOM -•• at glitt ; . rafa r1 t&IP SIPPC4IT ritIgiEt ;= STRUCTURAL (M3 • ... , . . !I ! i . a i ! ..,... •• : I I . ------- . ; —1.--- ; , ; L1,,,, ;;_9 'T.'"= "?..•:1 1 1 ' L-.4) c;:i• ' ; ‘4-., ,;,,,, ■-•.'" 11 1 1 ' 1,,, `1"" 1 1 " 1 .f T--"-•/ 4 I I • , ;-- a ; •,; Fl • • 14 . 1 ' 1 4 L • a : . ; ; ' / li ! 1 . a I" I I, j i • • 1 I I . 3 ,3. ! .1,4".,. . I , •1 1 .,......,.... :. • :.::„.•, I X; 1 I 1- 1.-.-=-- - .- 1 I 1 : I f. ! I ',.../7.-Lr. .;!..:._•.;,_.a.V.":.,, ;1171'.aFe.a1" "II V taf.14;C !r 7 -; -.,- - ,-- • ` - • - 1 1 — .1 IL • g - 4 - .: ."-4-: ---_,.4:„ • ' ' • , i-ti - -.. \ ) ' rar. c", .1 , I I /,...,.4. ,/.. : , ; i I ,-- ' L(. ; - .., , • ,<.,. , ; i s , 1, •,.. ; Li 2, .• , ; ; ,,, , i 1 .4-LI '' ' V ; ;, 1 " ' i i • • .."/ I . I : I ? / , 1 ri i '', I —..... 1 rtI7i ' I . 1-- ; / _ PSFER TO S1RMMAL MOM PM SUPPORT STRUCIURE (TYPi:AL) • e•chv tpay 11 r.1 ...,... • -----;-----,. 1 1 ' / !I I - V.._ 1 • ., II F : I ', 1 1 . .; / II '/' ,1 '1 '' . . ! I : 1 : I ! . IY IT =PI 1=1k 0:11= I I! , .r ... I , I :, , -•,. / ... I. ,ff , I r. ..----, ,- .. • ...-- 3 - ,/ ■.,1!.. : L ..: -.. .=L-..--...,14. ..;,...-. ' - 7: . ' ' ' "!!'!"! " ' ' ' - 11 1— •-t! 1 X 1 I i , 1 ; I I . I • I I 1 1 ;; • It •• 11 II _La ILJ_ U: W 714 • . . ,1 I : 177 L. 7, Fr: I — - ''''' - :.; ;__; " • \ ' 11 • • • • 1 i I 1 : k: 14 L I 4 54! „i " 11 1 i . .1.* . - , :Ve , I I i L , ' ./ .., I . ,, .. .•,. . . , 4 ErD I a !I • 11 11 ( ; 1 / \ ; I \ ' \ ,,„„4.;„•. 1 1 1 LCAI . 4 NK • ' LoAp BAN< H I I I , ; N. • --• • • 1 1 \ . l 4. \ I ..., " • — .1 II' I F\ i / . ! - • - N. 1 / • -, .; 1 11 0 .,--....1 I I !..: --1..^."....;,...,•_,....a....d,-......,..za.mtgar...4.7,..,,,,.•17: ; ........., ..,...., _...L.._ _,.....--_. LL. ,,,.._7L+1;.:_,11',1.,,,La.,,ALL:717 : -,.. ... • . ,'..,.;;;; .r.,1 a, ,,,..74e4'1.7.,7•4 .....: ' .7. " - . 7 .;;- 7 4. '',..,...,:• 1 I f;:".; 7- c ;77 . - .. - ,:;.7"...:,,,7 ' - .:7 1:12,.. ka. ■ , , ,, s; I • 1 • ' /1 i , : ii • I ' • X ' 11 1 i \; : / ar • F .--; ._ 1 _ 1 ■ .„-- ,. ., . .,, 1 -, ... 1 1 1 " , , I 1 • I. !:. 3r • 7 • ti7 - .1•• "..;,• 1: • F 3 F 1 -1 1 1 I ' 7 • .77 N „, '' ! I P, '.• 1 'I I %•1 '• il t 1 ! T \ \ i 1 ••••• II' , I \ , ;I „.; ,,, I NI 1 \I '4 --. r I 1 1 — 1 X 1 I I ' I ift, .1 1:: _ - ---- -I— I , I \ ,---- , ; „ 11 .1" I ' 1 l 1 1 1 LA , , r . ,, • ' 1 1 T1 1 , ,, , ... 11 • 11. A , ' 1 . N • F:-.14 '1 L 11 ‘ ‘1 1 "J k• ---- 1 • \ 4- \ \ 1 :'F,i4,:, :-g,Th 1 / . \ \ i' !'-•...it,1-4j ' I \ 1.1 ! X '1 i E \ 1. 1 X -1 — L-.114/ •rN 1 1 , ' 1 I r 1 r , , : , .. , li ,-,-,' /. ,, IF <:-..., ..i-,.. < i i 7 - 1 -.1---- --., 7 7 7 .1, '''“ ,-."•"y, ,'.•■ ST17 ••• • -;:jf'''''1 • ,, ._..._.___ 1 .. I ^' ......... ILITA:=,.." I. ri• 1, X 1 1 i - I 1,`'11 4 1 1!,,•5:, ...,,,i1.-11'' .1',,-t,1"-..-"•f1. :;:1 • '''' :7- ' I 1 ' . ,,..L. 1 7 ;, 11 7 L,, I X . . . . • '1 4 7 4,74. ,i,,,11- 1 . _ — I ,,r• ' " . ; ,.- 7 , 7z. „ t77:• I— L ' N I I I" ,; I it it I .1- A ,, il_ ••; ; Lkz 1 , 11 ilty. l 1 \ '11}7 ,;71 11 X !I 'I! x - • iv , li \ H ,..L „. ; l \ H ,-- k -1 1 L --. 1 X i l L---a \ , X •/- L ,.. ' I' -... ,L_ 1 . 1 - 1 • i47f-"S- • .. --: ! ! ,/ -:71._ ; . .1: I ___../ n' I I .. .. -''''.. .._, , — . .." . \1:5 L4 . .i ,.. 1 .,„...,, I. x :1 i :,. , , ,,,,,...,...: . ,_ _.,, i. .1. I ' 1 III It I ; K i .7 L -1 _i .1 F--7 r , , 7 —., 1 i; ix I1 . , , .... — I \ ; :,....- .1z_2_, . : .ik ' ... •,..... i -" ---ir.. 1 • '1 I - 1 .„' : . • , • • 6 1 \ ... 1 ; • I 1 . 1 1 1 • ••••-- I ---, ./' -',. 1 • ,/ -r4; 1 . 1 1 -1 '4,1 I • i • i 4 I ' 1 / / .., M2.4 4.....,____,,, , ROOF HVAC PLAN SCALE 1/1 FN • n , /44, /1 T (L21)7 7 .11/ , 1 . ' .' I •:--, ' —:', ' I" 'I i• , i i '.....} rj I ; TI -, 1 " X I ' I. :;63,36 liesni i f II \ , ' .... .' II :- ' , •• I N,,,itct • 3 ; i I. II X , 1 le , r I______J, . 11 '..-411; 1 • • al-LI:=11=_Lst: I . ■a; I f,""""`" - K. t". • •:1'1.= X .f d X " 3 •471._;?‘ 11- I L- k A: • H ' • 1 - • ; ▪ .e •"" • 7, .• I I •„. • I /'• ' • • •-• 1 411.-;; it••.••T - I 1 ,1 i_ I i2 I- K4/1 . \:-/ ..- „ji / NI .--. r--- __i,z_1 t • ..a - 1 \ • IF_ 1 • 1 • ! •••.„ \ \i ' .471), 1 1 . 1p. : . 1 1 I, .X 11 I I 1 I L ..,/.....,,, , 11-, .,. L I „ . '. 1 ..- -11 ,, 1 1 , . . ., . ,,.. ,,, • 1 . , / 1 X 1 ,, ! LIF I 1 IF.'1 1 11_2111 1 : - \ if i .. . . • I 1 1 1 : 1 : N t 1 1 '1 • "" v 14 1 • .- • ! N 1 NI i i • I i • -t N, N. ' 1L— i I • ' i-a•-• \ I - — -• __ _ • • N I • Ii,--11 • I I I , 'I 1 ill • 1 1 1 ) 1 II 't 1 -,, , f • . . , . . e N .. 4., / -• • -.., • .• ,'i ..,„ -,1,„.- ..„,,:,i--•••'"'-iii-- r, .I•••• ... • — " • - 4.1 .• • , 1 a I • • "1 / I : -7 :ga•-‘7::1•- I ... . 1 i I I I I 1 I I 1 '1 ,! 4-:± i ''-1;L• i 1 r71; .".. -::• 1 LLL______ j ' 1 \ ' F --- I 1 I \ , i I f ::. . ' ..... 1 \I' 1 12._:= 1 , ; .;, L I '.1112'';''''-''''.°..4.7.;.-- ....„_•.„.‘„,,,...:•zaJet,LL.__.......„..:... •.::.:,..= '..Tz'''„-.r,: L I / i 1 . 1 v11 1 , 1 1 ! A I, , I , I 1 ! .. t 11 1 7 L _ I , T 1 i : ..• ,. 1 I I / .• I ' I I 1 ; - 1 H ... -. Fr i . 11 ; II a: , 41 1 /1..71,... • I , /. !! 1 \ I N. I " ; I 1 I L I \ • • 1 ! I I i I 77 1••■ 14 • a • L L X ; • '41 • "' I ! ••• " • .."" I , -- I ! 1 • • • • 1 1--1 41\ 4 V !,-• • . j , . 1 17---71 . 1 1 1 . 'I .1 1 ; . I i • , I 1 --- 71--1 3 -- —, I 1F - I x I 1 ly„„,2b 1 , I 1 II -1 r-._.. 1 , :: 1 i i 1 1: ;_ i L •-. 17-1 .-----,11 I --.,I .-- . I s N, ; -ge-e— 1 II 11 X- 1 i 111-I II' 1 I ' 7 111 • . I N I ;11 • - \ •• MAY 1 4 2008 PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 1)08 -ow 2 9 o REGISTRATION: REVISIONS: NO DATE DESCRIPTION AINEMIRMI110 PFRMIT f AHD / 1\12LREn SHEET TME: SHEET NUMBER: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEAME, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SU rTE G PORTLAND, OR 97220 503-331-0234 www. mc14nstry.com EXPRS: 9-21-09 05/14/08 PERMIT SET WIC NSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCK1NS CHECKED BY: B. DAGGER' JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SEE DRAWING ROOF HVAC PLAN C _C Cl • EF-2 13,200 13,200 / EF-3 • •••- ..... .. • ' . "A' k , , 5 I I S • - =.01111 It • -----....... I. 1 .7. 11V : II 4 0 0 I vane! II 110 tit • 72x30 r1 - .3/ = IlE11111 • • 3 96x60 SOUND 96x36 OSA INTAKE W/ SCREEN I BATT DI 1, 1 I \ / 48x48 , A, aD • . .1•111M ; • a LELII14.1 72x30 - ■1 60x48 I I I I I / 1 • . • _ I I ..5 4 8:11/ 313A 4"CHW SUPPLY & RETURN I -Ida/ 3A I C L ,,- BATT CHOP. I-0 L. 1 0 40x48 (F r 48x48 48x28 DMG 6,750 I 1 PROVIDE SHEETMETAL SCREEN FULL HEIGHT (± 17') TO PROTECT CONDUIT & J—BOXES FROM POTENTIAL WATER LEAK 40x30 (TYP 4) AHU-5282 I AHU-52A3 AY TANK r- . C1'71.., HP1,1-- 12 DAY •RN?'. P,AIP CTPI2.3 HPL4 I 4 ABOVE BELOW FUTURE 48x48 , tx co • n-4- pc° - '4 c) 2 - 7 - T - FRONT 48x28 DMG 3,375 MDP d8;:•1 FROI T ! , :q ,____ ! i 1 ' 1 I 1 : , L.._......______F. — 1 i EXISTING ELECTRICAL EQUIPMENT F N I 1 \i l l FUTUR 48x48 E1.1-1/111- \)_ I T I i\ 11 1 I ij +1L jr I 1 '< I 1 I • - • HVS - 1 r'r ! I 1 I 3: I - R L T512) it F = _34300 KVA .1000 KVA ADD BACK DRAFT DAMPERS AT SOUND ATTENUATORS 1', I rUT!Jr,E UNIT I f ---- _I - I . I FF:51.-TT4B 1 1 • .Gr 1 =RA T.OR iaa KV,"-• 1 1 108 1 . ...30G0 KVA ' HJ3 FFCN , 30:I:CI . –C 1ST FLOOR ENLARGED HVAC PLAN ED M3.1 SCALE: 1/8" r—O" CAP 4"CHW SUPPLY & RETURN FOR FUTURE FUTURE I AHU-52D2 I AHU-52C3 I 0 I 0-1 FUTURE UNIT SuLT: FUTURE UNIT 5._:EISTA.TION L 'UT PE UNI : \ ABOVE BELOW /77 FUTURE 48x28 DM 3,375 di) r 1; FUTURE 48x28 DMG I 16,750 I 48x36 • : FUTURE I 40x48 TI "(' 1 U7 A ) L-1 ll 1 in ' CAP FOR FUTURE ( — CAF FOR FUTURE FUTURE 360 ABOVE FUTURE 48x28 DMG 6,750 I • 6" CHW SUPPLY & RETURN 6" CHW SUPPLY & RETURN 6"CHW SUPPLY & RETURN UP :4 L Li] LI - /b40&- 280 BUILDING KEY PLAN NO SCALE SEE 1/M3.1 4 2008 r CENT PROJECT: • -I.!' • ,IL'r 1r - • , - SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: I EXPIRES: 9-21-09 le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEAME, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com REVISIONS: NO DATE DESCRIPTION fl••■•■• .11=11.1 05/14/08 PERMIT SET •141•••■`. McKINSTRY DIVISION: ENGINEERING DEIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: 1ST FLOOR ENLARGED HVAC PLAN SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGE.TT 8438 04-07-08 SEE DRAWING C. z n• 2 7 2 C" C' C l_ L :r u ii mil! ti, : , DN. i 99x99 SUPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR (FIELD VERIFY PENETRATION LOCATIONS) • l !- t CAP FOR FUTURE 99x99 SUJPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR (FIELD VERIFY PENETRATION LOCATIONS) 1 M3.2 D J FUTURE SCALE ; 1 /8 1' -O" CAPPED FOR FUTURE 126x70 6 CHIN SUPPLY & RETURN UP & DN (TYP 4) -.I 2ND FLOOR ENLARGED HVAC PLAN 99x99 EXISTING 99x99 SUPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR I� I I : Ij 111 III it I _ ,r (22I ••. I ! 1 I II ti i I; • DUCT INSTALLED UNDER PREVIOUS PERMIT 0M08-- --067 • __.- L}- . -- 1.1 III, ` / r.t,,,I? CEN t L . 425_ I I SEC. STOR. ,i SE- r'+i`E BI .• _ 7 21; L IT L. r . • I T 221 r CAPPED FOR FUTURE II i 0 -- SEC. SF RVER 225 WO,/FN'S ROOM,- 213 2 SEC. SERVER 224 I • I I I Co =:R 1 911 1)0... 0 t - _..... =}._�- - -.- - -• ���- _may, - = -1� 12670 T • ` _IAN i I 211 C_: 0 L I4 �._ 1111 -� 1 CALE U - - -1 I I I I 1 r-I I III FIBER 222;1 L I I �--- ,r' NG KEY PLAN SEE 1 /M3.2 MAY1 08 RMIT CEN I / / r q ! L - f i PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 • REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TIME: 2ND FLOOR ENLARGED HVAC PLAN SHEET NUMBER: T. MARINO B. HUCKINS B. ❑AGGE TT 8438 04- -07 -08 SEE DRAWING fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckin$trypcom EXPIRES: 9-21-09 5 I C C C C C _c U . _ 217: C; C C v.; t 2 • • • SUPPLY MANIFOLD ACCESS DOOR (TYP 7) 122x60 SA CAP FOR FUTURE (TYP 4) FUTURE AHU FUTURE 48x36 BYPASS (TYP 4) FUTURE 96x60 OSA (TYP 4) FUTURE 108X60 RA (TYP 4) FUTURE 48x36 BYPASS (4 TYP) FUTURE 96x72 OSA (TO AHU, TYP 4 t' CHW SUPPLY & RETURN CAPPED FOR FUTURE (T(P 4) FUTURE 72x48 OSA UP TO ROOF (2 TM) X 72x48 1 - , I . . 1 L.' - _I 14" CHW SUPPLY & RETURN UP / 12" CHW SUPPLY & RETURN 4- 108x60 RETURN CONNECTIONS CAP FOR FUTURE (TO AHU, TYP 4) 6" CHW SUPPLY & RETURN DN (TYP 4) 122x60 108x60 122x60 122x60 z 48x36 48x36 F F 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR. In I I AHU-52D1 1 48x72 ■ F - F F E 72x48 1 ..... ■ I r I F r r L- - 1 I 99x99 FUTURE AHU CAP FOR FUTURE (T(P 4) 411 ▪ ■ F F F F ■ \ 7 — 7 F F 4. 48x36 - F F F 1 M3.3 AHU-52C2 -••• • Dn. 6" CHW SUPPLY & RETURN 72x48 — 7 4.---- SC1J-.E : 1/8" 1'-0" 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR. FUTURE 48x72 71 OSA UP TO X ROOF (TYP 2) 48x36 72x48 --- - 7 F F F F V 3RD FLOOR ENLARGED HVAC PLAN - UPPER L FOR CONTROL I VALVE DETAIL SEE FOR AHU DETAIL SEE 99x99 AHU-52C1 FOR CHW COIL 1 CONNECTION DETAIL SEE 6" CHW SUPPLY & RETURN DN (TYP 4) 0 a 4°. 72x48 S. a 5 / / / 10" CHW RETURN UP 72x48 OSA UP TO ROOF (TYP 3) 11:11 48x36 48x36 8" CHW SUPPLY UP 72x48 a / S. S. / '¼.' 0 a / / .0 a r .71 I 71 ... F I .... I 1 ■ 1 / .0 1 e , 0 ' I 1 e 1 1 . ," F 1 I L J 1....' ' J CONNECT TO EXISTING 99x99 SUPPLY AND RETURN CAPPED AT FLOOR AHU-52B1 2 3RD FLOOR ENLARGED HVAC PLAN - LOWER (ID M3.3 SCALE : 1/8" 1 122x6 I 99x99 FOR SPLIT AHU )ro DETAIL SEE 96x60 OSA (TYP 4) 6" CHW SUPPLY & RETURN 72x48 ISOLATION DAMPER (TYP) r -- , I , i , I „ I 1 „ ,...- 1 L' J • - - 6" CHW SUPPLY 1 & RETURN (TYP) 1 14" CHW SUPPLY & RETURN UP 48x36 BYPASS (TYP 4) 108x60 RETURN OPENING IN BACK OF AHU (2 PER AHU) 12" CHW SUPPLY & RETURN 48x3B 72x48 r itaxanala., r „ I „ 1 , I „ 1 1 .....- i V J 108x60 RA CONNECTIONS (TO AHU, TYP 4) 120x141 SUPPLY MANIFOLD 48x72 OSA UP TO ROOF 96x72 OSA (TO AHU, F 4) 120x120 RETURN MANIFOLD 3 M4.0 LL- 150x60 SUPPLY OPENING IN FRONT OF AHU (2 PER AHU) 122x60 SA (TYP 4) 6" CHW SUPPLY & RETLIRN (TIP) LT 48x38 BYPASS (TYP 122x50 RA (TYP 4) 180 •3it ' ! I i . I. ;1. 1 11 • • s:c T I ECU F 4 r I [ _ 2 .• • • . • BUILDING KEY PLAN NO SCALE SEE 1/M3.1 & 2/M3.3 7747:: PROJECT: ' •F ' . I Y 1 4 2008 _MIT CEN SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: EXPIRES: 9-21-09 REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET lie Of If ur Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 Mal NSW( DIVISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING www. =kingly. corn SHEET ME: 3RD FLOOR ENLARGED HVAC PLAN ;:_._._________„_,_____-,,___,.: L L i • , , L ! : , . ; • I 1 1 l 1 . , ,, t —'-- H. , • 1 I 1 : ,• i 1 1 r -... ; - [ ; 1 7 ■ i t I 1 ; I _. — 'r 1 i ' t_._.. I , , t! I._, 177 ; • • ' t --- , I 1 , z w 1 7 C •" fl C C (i; xi I I t, al • C,H-52D1 F1UTU RE I CHP-52D FUTURE CH-52D2 FUTURE fl U I ,• • . • r, •• •;;•,• " • -4;.;•-• • , 11 1 Li :1 CHP-52C1 FUTURE • - • 1 1CH-52C2 FUTURE =a ••• • • • •I 1 • • d CH-52C1 I FUTURE 1 • " : - .1. 11 . I I \ I V ..\] — 1 • \ , ; I • I I; • !, -7 r . , - • • • .., . • • , • r • : • ; • . • • • - • • • — 1 I \ i , • ! 1 I I; ; , • N N FOR CHILLER ----CONNECTION DETAIL SEE CHW SUPPLY & RETURN F V / CH-52B2 FUTURE I M3.4 I Er CHW SUPPLY - 8e - RETURN FOR CHW PUMP DETAIL SEE "CHW SUPPLY TO 3RD FLOOR FOR OSA INTAKE HOOD DETAIL SEE M5.0 '1 : ri I I / N SCALE : 1/8" i'-0 1CHP-52B GV-520 1 HVAC AND PIPING ROOF PLAN 10" CHW TO 3RD N 67,C1W SUPPLY RETURN '• r PUMP SUPPORT FRAME; 1 SEE STRUCTURAL DWGS RETRN FLOOR CHW SIIPPLY ; RETURN 8 SUPPLY TO 3RD FLOOR GV-52C-.1 F / CV-52B / Ii / ••• „ , . • • • • I' .;;IL • - El. :Li, • ), " • • , • ! /•"1; -152A2 FUTURE / I N/1 V REFER TO STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE (TYP CAL) GV 52A • i / e I r7 1 ,-11 I, I II l' I: . ' I : 1 ! ! I ! i ; I ■ ; 1 1 ■ 1 !, 1 t '1 1 ::' ' 1- 1 1— 1 1_.J._ 1_1. . •----■ ; 1 • - !. • 1 N. \ , 1 1 II 1 1 7 1 .. 1 r . 1 I7 - I E ' 7-. t I 1 1 ; ■ i i - 141 —; ;—; I I I i I ; 1 ! I I • :-> AREA OF WORK ; 2 H [7_ •I NO SCALE --,- ' ,7 7 , . =7.7 .,, , ;;; ; ; ;17.7 , 7 1 - .7 .;;FF• 1 7 ,7 7 . 1 rt) 7 , 1 7.7 , 1 ; 777 . „.„ • 'T 771771, 17 • • l • I I r r r , I i • : 1 H . 7 .1 1 — 7! — ' • :1 • BUILDING KEY PLAN • '16,:11• . MAY • 4 2008 r`!:: TO IT CFNTER le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SU ITE PORTLAND, OR 97220 503-331-0234 www.mckinstri.com PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: ..F.TirrirnnriN McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET ITLE: SHEET NUMBER: EXPIRES: 9-21-09 • NO DATE DESCRIPTION 05/14/08 PERMIT SET )-; .-t -;. r ■ - • 7 ENGINEERING T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING ROOF ENLARGED HVAC PLAN / 4% ( • • 1 GREENHECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE 7120x120 RETURN MANIFOLD 99x99 HVAC SECTION - AHLYS SCALE: 1/4"=.1'-0" 16x101 I AHU -52A1 SCALE: 1/8 48x72 36x96 OUTSIDE—/ AIR INTAKE AHU -5282 AI-IU-52A3 CURB 60x152 141x120 SUPPLY MANIFOLD ( 7 ' 48x48 ! HVAC SECTION - MECHANICAL ROOM 6x1 01 99x99 SUPPLY AND RETURN DUCT 16x101 TO 48x48 48x48 AHU -52B2 AHU-52A3 I 1 AHU -52A1 L 48x28 DMG AHU-52A2 99x99 28x36 j r12nd FLOOR L - 99x99 M4.0 N / S. 24x30 72x30 HVAC SECTION - UPS ROOM SCALE: 1/4"=1 I AHU -52B1 EXISTING SUPPLY & RETURN SCALE: 1/8"=1'-0" UPS SEE ELEC. 30x40 J 360 48x28 DMG SWAY BRACE (TIP 2) HVAC SECTION - MECHANICAL ROOM ups ROOM VIBRATION ISOLATORS (TYP 2) N 1)06•.190 99x99 I 99x99 I GENERATOR ROOM LAHU-3 141x120 SUPPLY j 11■1••■••1 E.... .• . V? ra.- r • - z MAY 1 4 20o8 o'‘ •b PERMIT CEN't le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24587 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 •••••, !•••••.,!;!!, ........................ REGISTRATION: REVISIONS: Mi10••••••• SHEET NUMBER: I EXPIRES: 9-21-09 NO DATE DESCRIPTION 05/14/08 PERMIT SET DESIGNED BY: T. MARINO DRAWN BY: B. HUCKINS CHECKED BY: B. DAGGETI" JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SEE DRAWING SHEET TITLE: HVAC SECTIONS McKINS1RY DIVISION: ENGINEERING j,L;, 1- • ISOLATION VALVE, SEE PIPE MATRIX FOR VALVE TYPE (TYP) 1x MANUAL BALANCING VALVE (TYP) 3/4" HOSE END DRAIN VALVE IS VI AHU CHIN COIL PIPING DETAIL SCALE: NONE 4— 4 2221 243 Wat ES QM CA) 11/4' MC DRAM (TYP. Ig 2? Q I 1/4111VERFUIV BRAIN CD . EIF �+3 CC) 314' NAICE1P WATER GYP. IF 0 ItOni SEE NOTES SECTION MANUAL AIR VENT (TYP) COMBINATION BALANCING AND FLOW MEASURING VALVE MIXING TYPE MODULATING CONTROL VALVE W /SPRING RETURN 1/2" PETE'S PLUG (TYP) ISOLATION VALVE W /MEMORY STOP, SEE PIPE MATRIX FOR VALVE TYPE LINE SIZE MASON M/N SEE.) OR METAL BRAIDED FLEX CONNECTIONS AT EACH COIL CONNECTION (TYP) RUNOUT SIZES ARE FULL SIZE OF COIL CONNECTIONS U.N.O. (TYP) l M5.0 Vac MU 5 AHU DETAIL SCALE: NONE COMPONENTS: 1,) COIL CONDENSATE DRAIN (1 1/4° MPT, TYP. OF 4 PER SIDE) 2.) OUTSIDE MR DAMPER (TYP. OF 2) 3,)4', 30% OUTSIDE AIR PRE- FILTER (FRONT ACCESS, TYP. I7F' 2) 4,)12', 60X OUTSIDE AIR FINAL FILTER (FRONT ACCESS, TYR OF 2) 5.) CHILLED WATER COIL (TYP. OF 8) 6,) INDIRECT EVAPORATIVE COIL (TYP. OF 4) 7.) SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8.) RETURN AIR DAMPER (TYP, OF 3> 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET ID BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF /ISOLATION DAMPERS 13.) MIST ELIMINATOR NOTE: USE DIELECTRIC UNIONS AT JUNCTION OF 015- SIMILAR METALS WEIGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING' 48,000 LBS. CLEARANCES: ACCESS DOORS - 38' OUTSIDE AIR HOOD - n /a' SEE FLOOR PLANS FOR PIPE SIZES 54 ISOLATION VALVE, SEE PIPE MATRIX FOR VALVE TYPE (TYP) Y- STRAINER W/ 3/4» HOSE END DRAIN VALVE 4 3@l 625 44I 4 MOSE NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATI ❑NS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS FLOW ECCENTRIC PLUG VALVE 4 7tl- 4 ' MINIMUM 24" SPOOL PIECE, 5 PIPE DIA. IF POSSIBLE (A) I I/4' 11Ec 7RA l (TYP. CIF 0 OD 1 1/41IVERMEIV DRAIN (TYP. CI 3/4' WATER (TYP. OF 0 gegmSEE NOTES SECTIEIN 1/2" INSTRUMENT PIPING (TYP) 1/2" BALL VALVE (TYP) PUMP FLANGE TAP (TYP) WELD NECK FLANGE (TYP) FLANGED, SILENT, NON- SLAMMING CHECK VALVE FLEX CONNECTION (TYP) REDUCER SPOOL (TYP) FACTORY CURB. SECURE TO ROOF BY G.C. 4 FIELD VERIFY ROOF SLOPE PRIOR TO ORDERING CURB 110E tans a - ffia ann ... M5.0 CHW PUMP PIPING DETAIL SCALE: NONE 1 .1 :1 111 I:T11i1I fl ROOF I I, fl ii 1'1:1111 11; 11 ii :I 1: u I!lrl N Lr.l�'..11h, , r� r I f 1 SCALE: NONE TYPICAL OUTSIDE AIR INTAKE HOOD DETAIL • VA US ci? OUTSIDE AIR DUCT INSULATE PER WSEC MIX SCALE: NONE 44 ? COMPONENTS: 1.) COIL CONDENSATE DRAIN Cl 1/4' MPT, TYP. OF 4 PER SIDE) 2.) OUTSIDE AIR DAMPER (TYR OF 2) 3.) 4', 30X, OUTSIDE AIR PRE - FILTER (FRONT ACCESS, TYP. OF 2) 4,)12', 60X OUTSIDE AIR FINAL FILTER (FRONT ACCESS, TYP. OF 2) 5,) CHILLED WATER COIL (TYP, OF 8) 6.)INDIRECT EVAPORATIVE COIL (TYP. OF 4) 7.) SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8.) RETURN AIR DAMPER (TYP. OF 3) 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET 11.)BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF /ISOLATION DAMPERS 13.) MIST ELIMINATOR 823 Me SS OE SPLIT AHU DETAIL L INTAKE HOOD MINIMUM 4 SCREWS WI MAX 3& SPACING RIGID INSULATION, CANT STRIP & ROOFING BY GC ROOF 1/2" P/T PORT LIQUID FILLED PRESSURE GAUGE, SUBMITTAL TO SPECIFY PRESSURE RANGE SEE FLOOR PLANS FOR PIPE SIZES, ALL VALVES ARE FULL SIZE OF PIPE (TYP) J FLOW 3/4" DRAIN W/ BALL VALVE, HOSE ADAPTER, AND CAP LUG STYLE BUTTERFLY ISOLATION VALVE WITH GEAR OPERATOR (TYP) WYE STRAINER WITH SLOWDOWN VALVE 4 ES WEIGHT ESTIMATES: RIGGING: 25,500 LBS. OPERATING: 27,250 LBS. ES CLEARANCES: ACCESS DOORS - 38' OUTSIDE AIR HOOD - n /o;° 47222 4222 NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS ■111t■■IILEIIII■■■ u■no■■■ u>wIII■i ■■ ■i•tissI!■■ ltlu ■nos. ■■ u■isml ■smosninnsousi■unanunm ■■n III :■nEn uii■■ns■nI tuimIIII ■Ell■1r1 sumt1 u<suntnCIFlasumn ■onmlusu■>l1i mi■III■■ ■t■IRiii ■■a' ■.s1ui /l ul■1 n1 suu1 unn. TO DDC - - - -- a 3/4" HOSE END VALVE W/ CAP, AIR VENT 2- POSITION MANUAL ISOLATION VALVE (TYP) FLASH & COUNTERFLASH. SEE ARCH'L DWGS. STEEL PIPE SUPPORT. REFER TO STRUCTURAL DWGS. • 4 CHILLER PIPING HOOK-UP DETAIL M5.0 SCALE: NONE SCALE: NONE PUMP (CHP 52A1 P CHP 52B1) rROOF / i• i C'• 0 SEISMIC VIBRATION ISOLATORS STEEL FRAME � � 1 ROOF MOUNTED PUMP SUPPORT DETAIL bo8 28O MAY ? 4 2 && 1 2I CENI 3 - - a`r�i - - %r�•i - ss�:r - i!i ^��E „ r ..1: � a�rr �yi. .�.:i ?' • �:8:.� �`'�< = :rar: >' ?i•' -�. PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: HVAC DETAILS SHEET NUMBER: , I 1. I. A iM1 e S T. MARINO B. HUCKINS B. DAGGETT 8438 04- -07 -08 SEE DRAWING fe Of )4 ur Building SEATTLE: 5005 3RD AVENUE S PO BOX 24557 SEATTLE, WA 98124 1-- 800 -668 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 -331 -0234 www.mclWnstry,cam EXPIRES; 9 -21 -09 McKINSTRY DMSION: ENGINEERING ' w.',r d,..;7'. 1 }. Y.t. ,y 1'w .L „ >'+.y c. rt �a k�z., � Y, •f�. ,. a 31 r n :�' L MAKE UP WATER ASSEMBLY I 1111111k Mr% • 11111111111111111 III • 11111111111111 111111111111111M r A r A 111111111111 1111E111111111 8 " 904 GPM -- T 6" 452 GPM TYP 8" 904 GPM 7 FUTURE AHU-52D1 6 " 452 GPM 1 E1-52 1 r L J POT FEEDER r 6" 620 GPM 2 145.9; TYPICAL F CHWP-52A 1 8 " 904 GPM _ L 6" 452 GPM 6" 620 GPM 10" CHWS & 1 AHU-52A1 1 FUTURE CH-52A2 1 CH-52A1 1 4" 226 GPM TYP 6 " 452 GPM , CHWP-52B 8" CHWR HEADER 904 GPM 3" CHWS & CHWR TO COILS 113 GPM TYP —CHR 904 GPM CHS 6 " 452 GPM FUTURE I CH-52B2 1 CH-52B1 M6.0 6" 452 GPM FUTURE CHWP-52C 8" 904 GPM — 1 1 *1.9 - • FUTURE AHU-52C1 6" r r NOT TO SCALE 1 AHU-52B2 1 AHU-52A3 6" 452 GPM FUTURE CH-52C2 I 6" 452 GPM FUTURE FUTURE CH-52C1 I FUTURE AHU-52C2 re4 CHR CHS CHILLED WATER DIAGRAM CHWP-52D .-J I1 3" FUTURE I AHU-5202 6" 452 GPM 8" 904 GPM FUTURE CH-5202 I FUTURE CH-5201 I AHU-52C3 FUTURE CHR - r booesaeo 6" 3RD FLOOR 2ND FLOOR — MAY I 4 2008 ERMT CFN SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 - s, REGISTRATION: REVISIONS: I. EXPIRES: 9-21-09 1 NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET ME: SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING HVAC DIAGRAMS TAG # GV -52A -O BASIS OF DESIGN GREENHECK MODEL NUMBER FHI LOCATION ROOF SERVICE OSA INTAKE CFM 57500 PRESSURE DROP 0.089 THROAT FREE AREA 72 SF MINIMUM INTAKE FREE AREA 144 SF MINIMUM FACTORY SCREEN YES FACTORY DAMPER NO FACTORY CURB NO CURB BY G.C. • YES THROAT SIZE 144" x 72" LENGTH X WIDTH X HEIGHT 228' x 132" x 36.5" WEIGHT 1015 LBS EQUIP. ET -52 SERVES CHILLED WATER STYLE VERTICAL BASE MOUNT VOLUME (GALS) 77 ACCEPTANCE (GALS) 38 WEIGHT ^ BASIS OF DESIGN B &G PTA REMARKS ASME 200 F, 150 PSI TAG # RF -52A, RF -52B QUANTITY 2 BASIS OF DESIGN 1MANUF. GREENHECK MODEL VADS-30 F14- 1 5-A7.5 LOCATION UPS ROOM SERVICE RETURN AIR FAN TYPE DIRECT DRIVE MIXED FLOW AIRFLOW 13200 STATIC PRESSURE 2" BHP 6.88 HP MOTOR HP 7.5 HP VOLTAGE /PHASE 480V/3ra 87.5% OR BETTER MOTOR EFFICIENCY MOTOR RPM 1770 VFD YES TWO SPEED MOTOR NO MOTOR ENCLOSURE TEFC ADJUSTABLE PITCH /FIXED PITCH SHEAVE NO OVERALL HEIGHT 32" OVERALL WIDTH 32" OVERALL LENGTH (DOES NOT INCLUDE ACCESS SECTION ) 32" MOUNTING TYPE SUSPENDED MOUNTING POSITION HORIZONTAL TOTAL WEIGHT (LESS ANY ACCESSORIES) 369 LBS BASE NA ISOLATOR NA THRUST RESTRAINT NA FLEX CONNECTOR - _ _ FLEXIBLE DUCT -_ _._ MOTION RESTRAINT NOT REQUIRED SMOKE DETECTOR NOT REQUIRED DISCONNECTS _ BY ELEC. _. -_ _ __. STARTER _ _(BY ELEC) NR VFD CONTROL (McK PROVIDE ELEC INSTALLS YES ELECTRONIC 0 & M DATA YES 110 V. SERVICE OUTLET WITHIN 25' NA OPTIONS /ACCESSORIES SPECIAL COATINGS NA OSHA APPROVED MOTOR COVER NA BELT GUARD NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA WIND SHROUD NA SPARK RESISTANT NA MOTORIZED DAMPER PER SEC 1412.4.1 NA SOUND POWER BY OCTAVE BAND INLET 63 84 125 84 250 87 500 81 1000 80 - 2000 79 4000 74 8000 75 & z v z L z v: C u c Ci C C C: G: C MODULAR AIR COOLED SCROLL CHILLER SCHEDULE TAG # QUANTITY OF ASSEMBLIES, QUAN. OF MODULES MANUFACTURER NOMINAL TONNAGE _ TOTAL TONS AT SPECIFIED CONDITIONS MINIMUM CAPACITY @ SPECIFIED CONDITIONS AMBIENT TEMPERATURE FOR RATING( °F) LOW AMBIENT OPERATION /ACCESSORIES GLYCOL PERCENTAGE IN FLUID (PE) VOLTAGE /PHASE SHORT CIRCUIT INTERUPT CAPACITY COMPRESSOR RLA -- - CHILLER SINGLE POINT POWER CHILLER MCA (FOR 10,_ 30TON MODUI FS) CHILLER MOP (FOR 10, 30TON MODULES) kW/TON @ ARI CONDITIONS FACTORY MOUNTED STARTER MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550/590) MIN INEGRA I tD PART LOAD VALUE (IPLV PER ARI 550/590) EVAPORATOR CONDTTIONS(EWT /LWT) EVAPORATOR GPM TYPE OF REFRIGERANT ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL BASE) UNIT OPERATING WEIGHT UNIT DISCONNECT VICTAULIC PIPE CONNECTIONS NOISE CRITERIA MAXIMUM DB LEVEL 30 FEET FROM CHILLER SPECIFICATION SECTION 15514 MAXIMUM CHILLER RESTART TIME NUMBER OF INDEPENDENT CIRCUITS PER ASSEMBLY NUMBER OF COMPRESSORS TYPE OF COMPRESSOR MOTOR TYPE(SEMI- HERMETIC, HERMETIC) EVAPORATOR TUBE THICKNESS EVAPORATOR FOULING FACTOR MAXIMUM EVAPORATOR PRESSURE DROP(FT.) "A" WEIGHTED SOUND POWER (ARI370) STARTER TYPE MAX. INRUSH AMPS POUNDS OF REFRIGERANT ELECTRONIC 0 & M DATA BACNET CONTROL OPTION INTERFACE 1 YEAR LABOR WARRANTY FACTORY START AND TEST UL OR. EFL HVAC PIPING SPECIFICATIONS SERVICE ID CHS & R CHS &R COND NPCW NPCW Ductwork Specification Duct system or Section HVAC Supply medium pressure (From AHUs) HVAC Return /Exhaust medium pressure (Inlet to AHUs/ Fans) SERVICE DESCRIPTION CHILLED WATER SUPPLY & RETURN CHILLED WATER SUPPLY & RETURN CONDENSATE DRAIN (INDIRECT WASTE) NON - POTABLE COLD WATER NON- POTABLE COLD WATER SMACNA Pressure & Seal Classes SMACNA +2" pressure, seal class A SMACNA +2" pressure, seal class A 10 (30T) MODULES EACH AIRSTACK ASP -3D 300 TONS 26$.1 13.4 95 °F LOCATION I AREA ALL ALL ALL ALL ALL DESIGN PRESSURE (PS1G) 125 125 5 125 125 Dimensions (Inside, overall Inside clear dimensions shown. Overall, allow 4" add' for flanges on rect- angular, 2" insul. on round Inside clear dimensions shown, also OD for round. Overall, allow 4" add'l for flanges on rectangular, plus CH -52A1 YES - 0 °F 20 460/3 - 22,000 AMPS 25A PER COMPRESSOR YES. PER 5, 3OTON MODUI FS _ ... _._.._ 2 @ 292 AMPS 2 @ 350 1.05 YES 3.37 COP 18.8 IPLV 51/40 °F 621 GPM R-407c 364"x72"x78" 20,000 LBS PER 10, 3OTON MODUI FS BY ELEC. YES 76.5 140- SECONDS 10 20 SCROLL HERMETIC NA 0.0001 5.1 76.5 XL SEE APPROVED SUBMITTALS 85 LB.S PER MODULE YES YES YES YES UL SIZE 2" AND SMALLER 2 -1/2" AND LARGER ALL 2" AND SMALLER 2 -1/2" TO 4" Notes: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. 3. Fiberglass duct liner is not to be used. 4. Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. MATERIAL COPPER TUBE TYPE L OR CARBON STEEL PIPE A53B ERW STANDARD WEIGHT CARBON STEEL PIPE UTTWELD OR A5313 ERW GROOVED STANDARD WEIGHT COPPER TUBE TYPE L COPPER TUBE TYPE L COPPER TUBE TYPE L Materials duct, linin Unlined galvanized duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermaflex GKM or equal Galvanized duct, 1" lining only where _ - indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral. Flex: ducts and 4" from sides of trench. CH-52B1 10 (30T) MODULES EACH AIRSTACK ASP -30 300 TONS 268.1 13.4 95 °F YES - 0 °F 20 460/3 22,000 AMPS 25A PER COMPRESSOR YES. PER 5, 30TON MODULES 2 @292AMPS 2 © 350 1.05 YES 3.37 COP 18.8 IPLV 51/40 °F 621 GPM R -407c 364 "x72 "x78" 20,000 LBS PER 10, 30TON MODULES BY ELEC. YES 76.5 -- 95-5 SOLDER (CU) THREADED (STEEL) 95-5 SOLDER 95-5 SOLDER GROOVED 110- SECONDS 10 20 • • SCROLL HERMETIC NA 0.0001 5.1 76.5 XL SEE APPROVED SUBMITTALS 85 LB.S PER MODULE YES YES YES UL CONNECTION FLANGES, UNIONS & EXPANSION TYPE & CPLGS FLEX CONNECTIONS JOINTS FITTINGS C x C UNION (CU) Elkhart WROT 102 M.I. UNION (STEEL) Anvil Fig. 463 Class 150 300 psi WOG 150# WELD NECK FLANGE, GROOVED =LANCE OR COUPLING CxCUNION Elkhart WROT 102 C x C UNION Gruvlok Couplings and Flange Adapters UNISOURCE UPCB (CU) UNISOURCE UPCS (STEEL) UNISOURCE UPCS -FLG GRUVLOK SV21 N/A UNISOURCE UPCB Elkhart WROT 102 BRONZE CONN Gruvlok SF21 -GG Fittings (shop built) Square corner w/ inserts or 5 -gore elbows, centerline radius of 1.5o Conical tees for bidirectional flow. Square corner W/ inserts or 5 -gore elbows, centerline radius of 1.5a Conical tees for bidirectional flow. ROOFTOP CHW PUMP SCHEDULE TAG # CHP -52A, -520 QUANTITY - 2 BASIS OF DESIGN MODEL NUMBER SERVICE LOCATION FLOW FT. TOTAL HEAD MOTOR RPM MAX FLUID PRESSURE PS1G % PROPYLENE GLYCOL IN FLUID MOTOR HP MOTOR BRAKE HP MOTOR TYPE VOLTAGE/PHASE MOTOR EFFICIENCY VFD STARTER, DISCONNECT WEIGHT FAN SCHEDULE UNISOURCE EC -FFS UNISOURCE SERIES CF N/A UNISOURCE EC -FFS UNISOURCE SERIES CF BALL BALL BALL NOTES 1 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMEFAL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BLOBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. ISOLATION VALVE TYPE BUTTERFLY BUTTERFLY PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM NON - POTABLE COLD CHILLED WATER COIL CONDENSATE TEMP RANGE ALL 40 -55 ALL THERMAL COND. 0.23 -0.27 MEAN RAT. TEMP. 0.23 -0.27 0.23 -0.27 75 75 75 INSULATION MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS INSULATION THICKNESS BY PIPE SIZE INSUL, RUNOUTS TO 2" (2) 0.5 0.5 0.5 1" AND LESS! 1 1/4" TO 2" 2 1/2" TO 4" 0.5 0.5 0.5 0.5 0.75 0.5 0.5 1.0 0.5 5" TO 6" 0.5 1.0 0.5 OVER 6" 0.5 1.0 0.5 HANGERS NOTES 4, 5 NOTES 4, 5 NOTES 4, 5 Purchased fittings (dampers, louvers) 1 -1/2 Hr airfoil smoke fire dampers per UL555S 110V N.C. operator outside duct 1 -1/2 Hr airfoil smoke fire dampers per UL555S 110V N.C. operator outside duct Indoor: none Indoor: R -3.3 B &G VSH 6x8x13 -1/2 CHILLED WATER OUTDOOR 1260 GPM Insulation (indoor, outdaorl __ Outdoor. R -7, alum. jacket Outdoor: R -7, alum. Jacket 60 1750 175 PSI 20% 25 22.5 TEFC W/ DRIP CAP 460/3 PER WSEC NO BY ELEC. 2200 ISOLATION VALVE CHECK VALVE BALANCE ACTUAL MFR & ACTUAL MFR & VALVE MFR & MODEL MODEL MODEL Nibco T- 585-70 Nibco T13-Y or Victaulic Series Threaded, S-585070S-413-Y Soldered TA Series Soldered End end Nibco WD /LD -2000 _ Nibco F -918 -B Series,Victaul :longed, Victaulic Victaulic Series Series 300 BFV Series 716 Check TA Series Valve Nibco T- 585-70 Nibco T-413 -Y or Threaded, S- 5850703 -413 -Y Soldered Soldered End end Nibco T- 585-70 Nibco T -413 -Y or Threaded, 8- 585070 3 -413 -Y Soldered Soldered End end Nibco WD/L0-2000 Nibco F -918 -B Armstrong W /LOCKING LEVER Flanged circuit setter Seismic (besides normal hangers) Rigid attachment to structure Rigid attachment to structure NA MUELLER 758 or MUELLER 165 DEZURIK PTW 200 psi WOG (2" PLUG VA. to 12 ") 150 psi WOG (14" to 24") NA NA NA N/A Testing requirement (field testing) none required none required AIR HANDLER SCHEDULE General: BASIS OF DESIGN, MANUFACTURER TAG # QUANTITY CONSTRUCTION LOCATION SERVES OVERALL HEIGHT OVERALL WIDTH OVERALL LENGTH OVERALL WEIGHT FACTORY STRUCTURAL STEEL BASE INSULATED THROUGHOUT EXTENT OF DOUBLE WALL CONSTRUCTION SOLID STAINLESS STEEL INNER WALL @ EVAPO SC110N FAN CONFIGURATION FAN TYPE FAN QUANTITY PER AIR HANDLER COMBINED FAN TOTAL DESIGN AIRFLOW FAN RPM _ CHILLED WATER COOLING COIL (INCLUDE DRAIN PAN) DESIGN COOLING AIRFLOW CONDITIONS DESIGN COOLING CHILLED WATER CONDITIONS GLYCOL PERCENTAGE IN CHILLED WATER SPRING ISOLATION WITH CUSHIONED FAN SEISMIC SNUBBERS COUNTERBALANCED DISCHARGE (FLOOR) DAMPER UNIT DISCHARGE INTERNAL AIRFLOW MEASUREMENT DEVICE DESIGN FAN TOTAL STATIC PRESSURE LOUVERED INLET PLENUM LOW -LEAK MIXING DAMPERS DAMPER ACTUATORS - FACTORY MOUNTED PREFILTERS - V BANK CARTRIDGE FILTERS DIRECT EVAPORATIVE EFFICIENCY EVAP MEDIA TYPE EVAP MEDIA FACE VELOCITY STAINLESS STEEL PUMP - Evaporative SECTION NUMBER OF EVAPORATIVE PUMPS STAINLESS STEEL EVAPORATIVE SECTION SUMP FACTORY VALVE MOUNTED ON MAKEUP TO SUMP PUMP BLEED BRANCH PIPE ROUTED TO OVERFLOW DRAIN BYPASS PROVIDED FOR COOLING COIL AND EVAPORATIVE MEDIA EXITING TUNNEL AFTER FILTER & REENTERING BEFORE FAN MODULATING CONTROL DAMPER ON BYPASS PATH CORRESONDING FACE DAMPER FOR EVAPORATIVE MEDIA TYPE OF EXTERNAL CORROSION PROTECTION (PAINT) Electrical: SINGLE POINT POWER VOLTAGE/PHASE FAN MOTOR HP QUOTED FAN MOTOR BHP MOTOR EFFICIENCY (SPECIFY) VFD FOR EACH SUPPLY FAN FACTORY MOUNTED ELECTRICAL BYPASS ON VFD'S DEDICATED 120V WIRING TO INTERIOR LIGHTS INTERNAL LIGHTS GFI SERVICE OUTLETS WIRING TO DAMPER MOTORS WIRING TO FACE AND BYPASS DAMPER ACTUATORS STARTERS FOR EVAPORATIVE PUMPS WIRING TO STARTERS FOR EVAPORATIVE PUMPS 480/120 TRANSFORMER 'DISCONNECTS UL/ETL APPROVAL SUPPLY GRILLE SCHEDULE TAG if ADJUSTABLE THROW SWG - SUPPLY WALL MOUNTED GRILLE SDG - SUPPLY DUCT MOUNTED GRILLE PUMP STRAINERS PRESSURE GAUGES THROTTLING ACTUAL MODEL ACTUAL MODEL VALVE MUELLER351 Trerice Model #450 B M 200 psi WOG Trerice Model #450 B N/A N/A Trerice Model #450 B N/A Trerice Model #450 B TEMPERATURE GAUGES ACTUAL MODEL Trerice Model BX9-1 Thermometer Trerice Mode! BX9-1 Thermometer Trerice Model BX9-1 Thermometer Trerice Model BX99XC 1 Thermometer MEDIA WATER WATER N/A I WATER WATER WATER GRAVITY VENTILATOR INNOVENT AHU -52A1, -52A2 2 INDOORS 3RD FLOOR MECHANICAL ROOM 2ND FLOOR DATA CENTERS 143° 156" 373" 27,250 lbs YES 2 IN © 3 LBS THROUGHOUT SOLID LINER THROUGHOUT YES DRAW- THROUGH DIRECT DRIVE PLUG FANS 57,500 CFM 1170 RPM YES, PIPED TO ONE SIDES ENTE G 91 F DB 1 70° B; LEAVING 50 °F DO ENTERING 40 °F LEAVING 51 "F 20% YES YES FRONT TOP DISCHARGE YES 4.63 NO, DUCTED YES OUTSIDE, RETURN, COOLING BYPASS MERV 8 (-30%) flat filter bank MERV 11 (-65 %) 12° 89% CELDEK- 12 IN 500 ft/min MAX YES 1 YES, SLOPING FLOAT, PIPED TO ONE SIDE YES YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD- INSTALLED EXTERNAL DUCT ATOP UNIT EXTERNAL DUCT ATOP UNIT YES - YES NOT REQUIRED, JUST BYPASS POLYURETHANE PAINT NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS 460/3 MOTOR CIRCUIT, 120V LIGHTS 75 HP per Unit 62.99 BHP per Unit 93.6% PER WA ENERGY CODE NOTES: 1. MANUFACTURER TO PROVIDE FACTORY INSTALLED NON CHEMICAL WATER TREATMENT SYSTEM W /CONDUCTIVITY METER AND BLEED SOLENOID. 2. MANUFACTURER TO PROVIDE SPRING RETURN (FAIL TO 100% RA) ELECTRONIC DAMPER ACTUATORS, WIRED AND LINKED 3. MANUFACTURER TO PROVIDE SIGNALLING (PULSE -TYPE) WATER METER WITH TOTALIZER DIAL IN BLEED BRANCH PIPING (DEDUCT METER) SWG-"W"X"H" SDG -"W"X H BASIS OF DESIGN - MODEL NO. TITUS 272 TITUS 272 RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) SEE PLAN SEE PLAN N WALL MOUNTING (PROVIDE FRAME SUITABLE CONSTRUCTION) GYP. MAXIMUM CFM AT ROOM NC 35 _ MATERIAL STEEL STEEL DUCT COLLAR HEIGHT (EE FLOOR PLANS W W _... DUCT COLLAR WIDTH (SEE FLOOR PLANS) H H YES NO YES YES YES YES NA YES YES YES SPPP Disconnect YES YES YES ff TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING MINIMUM TEST 1 MAXIMUM TEST PRESSURE PRESSURE 150% OF DESIGN; MAX. ALLOWABLE TEST PRESSURE, NOT PRESSURE ANY LESS THAN 100 !COMPONENT OR 90% OF PS1G i YIELD 150% OF DESIGN PRESSURE, NOT LESS THAN 100 PSIG FILL SYSTEM FROM LOWEST TO HIGHEST POINT MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NA 100% OF MAX. ALLOWABLE TEST OPERATING PRESSURE ANY PRESSURE COMPONENT OR 90% OF YIELD 100% OF MAX. ALLOWABLE TEST OPERATING PRESSURE ANY PRESSURE COMPONENT OR 90% OF YIELD TAG MINIMUM DURATION NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS VISUAL INSPECTION WITH NO LEAKS 24 HOUR VISUAL INSPECTION WITH NO LEAKS 24 HOUR VISUAL INSPECTION WITH NO LEAKS BASIS OF DESIGN LOCATION SERVICE MOTOR(S) SERVED QTY TOTAL MOTORS) SERVED HP VOLTAGE? 'HASE - - - -- TOTAL FLA MIN HERTZ MANUAL SWITCH BYPASS AUTO BYPASS REMOTE INITIATE BYPASS DISCONNECT BY FACTORY FUSED DISCONNECT BY E.C. INNOVENT AHU -52B1 1 INDOORS 3RD FLOOR MECHANICAL ROOM 2ND FLOOR DATA CENTERS 143° 312" 373° 48,000 lbs YES 2 rN © 3 LBS THROUGHOUT SOLID LINER THROUGHOUT YES DRAW- THROUGH DIRECT DRIVE PLUG FANS 2 115,000 CFM 1,170 YES, PIPED TO BOTH SIDES ENTER G 91°F D « 170 °F W =; LEAVING 50'F DB ENTERING 40 "F LEAVING 51 "F 20% YES YES TOP DISCHARGE YES 4.63 NO, DUCTED YES OUTSIDE, RETURN, COOLING BYPASS MERV 8 ( -30 %) fiat filter bank MERV 11 (-65%) 12" 89% CELDEK- 12 IN 500 ft/min MAX YES 1 YES, SLOPING FLOAT, PIPED TO ONE SIDE YES NOT REQUIRED, JUST BYPASS POLYURETHANE PAINT NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS 460/3 MOTOR CIRCUIT, 120V LIGHTS 2 -EA AT 75 TOTAL 150 HP per Unit 2 -62.99 BHP per Unit 93.6% PER WA ENERGY CODE YES YES YES SPPP Disconnect YES YES NO YES YES YES YES NA TEST PRESSURE (PSIG) [3] VARIABLE E FIZE 1ENC t� Y DRIVE SCHEDULE CONTROL INTERFACE FACTORY PROVIDED REMOTE RESET INTERFACE CONTACTOR SELECTOR INPUT LINE REACTOR OUTPUT L.C. FILTER NEMA ENCLOSURE OPTION INSULATION CATEGORY CHILLED WATER 40 -55 CHILLED WATER 40 -55 COIL COND ALL NON - POTABLE COLD ALL NON - POTABLE COLD ALL MANUF. MODEL 9,800 lbs COMBINED WEIGHT YES _ 2 IN ra© 3 LBS THROUGHOUT SOLID LINER THROUGHOUT YES ENTERING 95 °F DB 175 "F WB; LEAVING 64 °F DB SEISMIC BRACING IMPORTANCE FACTOR 1.0 1.0 1.0 1.0 1.0 INNOVENT AHU -52A3, -5282 2 INDOORS 1ST FLOOR 1ST FLOOR UPS ROOM 121" BOTH UNITS STACKED 128" 254" DRAW - THROUGH DIRECT DRIVE PLUG FANS 1 13,500 CFM 1,540 YES ENTERING 40 °F LEAVING 51°F 20% YES YES FRONT BOTTOM DISCHARGE YES 3.56 NO, DUCTED YES OUTSIDE, RETURN MERV 8 ( -30 %) fiat filter bank MERV 11 (-65%) 12" 89% CELDEK- 12 IN 500 ft/min MAX YES 1 YES, SLOPING FLOAT, PIPED TO ONE SIDE YES YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES NOT REQUIRED, JUST BYPASS POLYURETHANE PAINT NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS 460/3 MOTOR CIRCUIT, 120V LIGHTS 15 HP per Unit 10.9 BHP per Unit 93.6% PER WA ENERGY CODE YES NO YES YES YES YES NA YES YES YES SPPP Disconnect YES EXPANSION TANK SCHEDULE REMARKS AIR MAY BE USED FOR TESTING, BUT ONLY WITH AN APPROVED EQUIVALENT LOW - PRESSURE AIR TEST VFD- RF -52A & VFD-RF-523 DANFOSS VLT6000 OUTDOORS RF -52A & B 1 EACH 7.5 EACH 460 3 11 15 NO NO NO YES YES, BACNET NO NO YES YES NEMA 3R MAY 1 4 2008: PERMIT 3'�Y'`$y7::ti i9`; "x'..131 - • <Y;' ' :dti - Y��' � 1 v r.':: c_..... tA: v... v.. J•;..,. ��' � %e�,ca.:,,�.- ,._t.,.t..:r6...s_ .... ; "2;? - ._i •. ._.,. fe Of Y =ur wilding SEATTLE: 5005 3RD AVENUE S PO BOK 24567 SEAT LIE, WA 98124 1 -800- 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 - 0234 www.mckinstly,com PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: EXPIRES: 9-21-09 NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCKINS CHECKED BY: B. DAGGETT JOB NUMBER: 8438 DATE: SCALE: SHEET TOLE: HVAC SCHEDULES AND SPECIFICATIONS SHEET NUMBER: 04-07-08 SEE DRAWING 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center - SDC -52, Tukwila Building Dept. Contact -- Mr. Allen Johnson, Phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - see snow (rain factor) See now load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.406, S1 = 0.737, IE = 1.0, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "0" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design 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. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED 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 A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES 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. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS- PURLING, GIRDERS, ETC.) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM O.T.O. C.I.P. = CAST IN PLACE REINF. CLR. = CLEAR R.O. CONT. = CONTINUOUS SW EL. OR ELEV. = ELEVATION SIM. E.N.W. OR ENW = ENGINEERS NORTHWEST SYMM. E.F. = EACH FACE T. E.W. = EACH WAY T.O.F. F.O.C. = FACE OF CONCRETE TYP. F.O.W. = FACE OF WALL FTG. = FOOTING U.N.O. H. OR HORIZ. = HORIZONTAL H.S.S. = HOLLOW STRUCTURAL SECTION I.C.B.O. = INTERNATIONAL CONFERENCE V. OR VERT. OF BUILDING OFFICIALS V.I.F. I.F. = INSIDE FACE N.T.S. O.F. = NOT TO SCALE = OUTSIDE FACE V.O.F. W.A.B.O. = OUT TO OUT = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS - REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2008 City Of Tukwila BUILDIN DIVISION MAY 1 4 no fRw�TCENI.i w NORTHWEST PERMIT SET PERMIT REVISION CONSTRUCTION DOCUMENTS S 1 CO Z 0 o Pm Ca • E Li) N co ✓ c as CO ▪ (d cy)OCC 0 ti O OQ00 4) 7+ U 0 <- N 0 LL _ CO CO _0 >" -. a NN co w r 0 co (1) w e v --00 Z C (N 0 0 N N O In r" LL CO I- L1, �.7 ENGINEERS - NORTHWEST INC. P.S. 6869 =LAWN AVE NE SEATTLE WASHINGTON 98115 (206) 525 -7560 T 0 Z 0 v 0 d' v N en 4* C 0 0 a' o CO Co E V Z < - o U) N LL ,�, CO tO U 0 1 v v a N C N N to 't - CO I (/) W I® 2 co V Q up W U c o CO CNI Q i I Q i- W N W ISSUED / REVISED DATE DATA CENTER EQUIPMENT PLAN E N ti a N I— U w 0 CC a. 12/20/2007 01/25/2008 03/05/2008 EXISTING FOOTING SCHEDULE MARK SIZE REINF. F6.5 6'- 6"x6'- 6 "x1' -2" 7 #6 BOT. E.W. F9.0 9'- 0 "x9'-- 0 "x1' -8" 9 #7 BOT. E.W. F9.5 9'- 6"x9'- 6 "x1' -9" 10 #7 BOT. E.W. F10.0 10'- 0"x10' - 0"x1' -10" 11 #7 BOT. E.W. F10.5 10' -6 "x10'- 6 "x1' -11" 12 #7 BOT. E.W. F11.0 11' -0 "x11' - 0"x2' -0" 14 #7 BOT. E.W. F11.5 11'- 6"x11'- 6"x2' -2" 14 #7 BOT. E.W. F12.0 12'- 0"x12' - 0"x2' -3" 15 #7 BOT. E.W. F12.5 12' -6 "x12'- 6 "x2' -4" 16 #7 BOT. E.W. F13.0 13' -0 "x13'- 0 "x2' -5" 18 #7 BOT. E.W. F13.5 13' -6 "x13' - 6"x2' -6" 20 #7 BOT. E.W. 0 N a I 0 r) 2 0 I 0 F9.5 82 " TYP. C� GRID L ( - 30 ') 27' -1" - � - 24' -92" BEAMS ABOVE MN- 27' -41" 28' NEW UPS 10,000LB ON SLAB F12.5 F12.5 F12.5 I F12.5 F12.5 27' -42" " ,n. 27'- 29' -48" F12.5 F12.5 F12.5 27' -9 24' -64" E " EXIST. 10" ■. STR. SLAB F12.5 F12.5 F12.5 F12.5 27' -9i- 29' -4i" -r �^ F13.0 J1r 26' -2" 29' -4$" F13.0 F12.5 26' -22" 24' -7$" 7 " F13.0 F13.5 F13.0 F12.5 26' -2" 28' -7" - -, i FOUNDATION PLAN 27' -9 NDTE; it" = 1' -0" IS S8.1 •^" F12.5 I F12.5 F12.5 27' -9" F12.5 F12.5 27'- 0 ,n. F12.5 JN 27' -92" F12.5 F12.5 27' -9" F12.5 1' -0" NEW SLAB F12.5 ( -35') I s t F12.5 F12.5 27'- -9 '^' F12.5 25' -74." F12.5 F12.5 25' -7Z" REVIEU CODE CO APP JUL C T ED FOR MPLIANCE OVER 2 2008 City OflTukwila BUILDIN a DIVISION t OB18O 25' -4z" BEAMS ABOVE , -6 " F12.0 2 . 0 r) I 0 a I 0 ro D I 0 N CD tai \I 14 2068 ?MIT C , CONSULTING ENGFEERS 6869 Nf000LAWN AVE N.E SEATTLE WASHINGTON 98115 (206) 525 -7560 Z 0 U) CONSTRUCTION q ~ 7O E co O O LO 0 L h C3) Q O < °° Q' . sc O ., Cy N = - CoC . I a) N N N CC LY - c 0 c.0 • w go o L.' -'oo . N 0 0 ) N N O CO - LL CO I LL M N O o O N k a 0 N - 0 0) O LC) O d)' - d'N C) > Q r N N `~ ° CO Cfl � Co U o O N .4. a) N 3 - CO 3 ill EL a) 16 2 0 z Q co ap o0 0 L 6) CNI i m [n ..--. m F- c) w CN >. DATA CENTER EQUIPMENT PLAN ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 DOCUMENTS 03/05/2008 0 N CO r~ 0 N 0 I- U w a AS –BUILT 2nd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 " ox3 z " W.H.S. REMARKS 2B1 W21x44 16 2B2 W24x68 38 2B3 W27x84 40 2B4 W24x76 42 285 W30x99 36 2B6 W27x84 50 237 W27x84 70 2B8 W24x76 58 2B9 W18x35 16 2B10 W27x84 16 2B11 W21x50 16 2312 W30x99 24 GR.50 N O I O M I N) 0 O r) 0 0 N) 0 I N 1' -6" 1' -6" 1' -6" 9' -02" 27' -1" 24' -92" 9' -0" 9' -0 27' -1" Jr 27' -42" 28'– ' - 1 n" 9 ' -1 27' -42" 9' -1 „ 29' -4$" 9' -1 " 9' -1 27'-41" IS ' -1 27' -42" T a-- 9' -3" 9' .__ 1' -6" 27'– 29' -4" 1 27' I I 1- 5? EXIST. WALL 24' -6" � r 1' -0" SEE PLAN 27' -9" 27' -9" LOWER PORTION TO BE REMOVED AT GRID EXIST. L3x4)ci x 1' -0" w /4x4x4 ® END & 4 "95 EXP. BOLT SPACE 0 4 -0 oc FIELD VFY. AS– BUILT) EXIST. L4x4x4 7 –hoc SECTIl .1.. N 8 -2.1 - 1 • - 0 " 4 - 1- C_ FIRST PURLIN 27' -9-1" 29' -4$" 27' -92" 1' 4 -. 9' -3" 9' -3" 9' -3" 19' -3" 91-3 9' -3" 8 ' - 9'-3" 26' -2" 29'– 8' -9" 8 ' – 26' -2" F t M 24' -7$" –i tri 26' 26' -2" I- X w J 8' -9" 8' -8 8 1 -9 " 4- 1 8'– 26' -2" 28' -7" 8'_ 8' -9 3' -3 26' -2" I- I Fa IS ti 27' -9 „ �-- 10" CONC. WAL EXIST. 51" CONC. WALL, r=1N U) P 9' 1" �1 9' -3" 5' -11 7 27' -92" 27' -9" 24' -66" 27' -9" 9 9' -3" 9' -3" 9' -3" 9 '– 2nd FLOOR FRAMING PLAN NOTES: -1-" = 1' -0" 1. TOP OF STEEL ELEVATION 19' -57" TYP. U.N.O. 16 2.) NO NEW EQUIPMENT OR PENETRATIONS THIS FLOOR. 27' -9 27' -92" 4' 9' -3" 14 , -8 1" 27' --94" 9' -3" 9'-3; 27' -9Z" , g , -3 " s{ K 9' 3" -rw 27' -9" 27' -9" 27' -9" 34' -33" 27' -92" 25' -72" 19' -7i" 25' -72" 9 9 9S-3" 9 ' – Si" 9 8 8 8 IN + - �� ■ 33' -0i" REVIEWED FOR CODE COMP NCE APPRO ED JUL 0 2 2008 City Of Tu iia B ILWIN DIVISION 24' -94" 20 w z 8'- 52 "8' -52" NOTE: ALL OTHER BEAMS SHALL HAVE 3 "s WHS ® 2' -0" MIN. 4 tOB1O 8 4" –6" NEW 10" CONC. WALL — -n , EXIST. 5 . 1" CONC. WALL 1'-6" „ 0 I 0 N) I 0 r) O I ') 0 I r) I 0 N) 0 0 I) 0 CV C See MAY 1 4 2008 NORTHWEST CD ENGINEERS - NORTHWEST INC. P.S. COSI= B 6869 WOMAN AVE N.E. SEATTLE WASHINGION 98115 (206) 525 -7560 PERMIT SET DOCUMENTS PERMIT REVISION CONSTRUCTION 52.1 rr� wm z ' a ' o ^ • o Q ..Y 0 : - cp CN :: 03 0 O N N - - 04- -. N O O NN TLLCAI -LL ca C 0 0 C a) C C') d' O N 0 Co 0) C 0 CD U Co CO CD EL 00 CD Q CD N . C0 LO z DATA CENTER EQUIPMENT PLAN N N co C') N CQ CD O N O O I- co E 0 U C 0 In 0 LIL 0 ISSUED / REVISED DATE 0) W 12/20/2007 01/25/2008 03/05/2008 O 0 a) ..0 co • C AS —BUILT 3rd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 " 45x32 " W.H.S. REMARKS 381 W21 x44 16 3B2 W24x68 38 3B3 W27x84 40 3B4 W24x76 42 3B5 W30x99 36 336 W27x84 50 387 W27x84 70 3B8 W24x76 58 3B9 W18x35 16 3B10 W27x84 16 3B11 W21x50 16 3B12 W30x99 24 GR50 0 r^• N (D 'N' 0 N 0 0 0 r) 0 0 N) 0 r) 1 0 ro N) N BEAM 1'- 3 16 „ r 24' -9" 9' -02" 9' -0" 5' -11 Co r) x 012x20.7 I m r) m r) E N) 27' -1" 3B3 3B3 3B3 � 3B3 W30x99(30) 3B3 3B3 3B3 W m N) m ro co ro c r) r) al N) 3B3 m m, ro ro E r) In N) BELOW FLOOR N -L6x6x s TYP. SUPPORTS �TYP. 28' m N) m ro m ro m N) m N) MECH. CURB SEE DETAILS 27'— 3B3 3B3 3B3 3B3 3B3 3B3 383 3B3 9' -1i" 27' -4" DECK W N) r m ro m r) m r) m to A" 1'-0" 4 -- W N) m N) m r) EXIST. 62" CONC. SLA ON 18GA. W2 FORMLOK DECK In r7 m r) SECTION A -3.1 - t -i W N) m r) m N) m N) 27'— 29' 3B3 3B3 3B3 W r) m N) W27x84(40) 3B3 m r) 3B3 3B3 3B3 383 m r) 27' -4" BEAM r m r7 m' r) m r) m N) m r) T I i-- m to 0 ro m m n In to N) 4 x r) N m N) In to m N) 27'— 29'— 27' 3B3 383 3B3 3B3 3B3 383 g 3 -AU- W r7 3B3 m r) m N) m r) 0 r7 a) N. N 9' -3" ;- 8'-6 27' -9" 24'— „ m r) CO Pe) m r) E M 3B3 3B3 383 W r7 m M m r) co N) 1 A -3.1 W33 333 383 48,000 LB. MAX. WT. m N) 9 ' - 78 " 27' -9" CONT. L22x22x1 w /2 "0 HILTI KWIK BOLT TZ 2' -0 "oc (EMBED 4 ") ID N) m r) m r) F -1 m N) 6x6x L6x6x s SAW CUT SLAB OPENINGS W/ L 6X6 PER SECTION A -3.1 c N) f 1 m N) m N) SECTION 8 -3.1 w 3" = 1 - 0 " 27'— 29' -48" Odd co co ' W 1 1 3B3 3B8 3B3 3B3 383 383 383 m r) co r) m N) m r) m m r) 4— co M 26' -2" 8' - 9" 8'- T m r) 3B8 3B8 W24x76(58) 3B8 388 m r) m r) CO r) /` N \ m m; /m N7 \ N) N7 W33 1330) m r) I AHLI - II 3B8 27,500 LB MAX. WT. 338 m N) W r7 m r7 m N) ■ 3B8 3B8 3B8 338 m r7 m r) m N7 388 m N7 co M 24' -i" 8 ' -84" 8' -9" 5 >_6" 3B8 m r) ca N) W27x94(34) m N) 03 N) co, ro m r) 8' -3" 9' -11" 1' -8" m N) m N) m N) m N7 In r) 26'-2" 28' -7" 3B12 3B12 3812 W30x99(24) 3812 W30x99(54) x N 3B8 m ro In N) m N) r m M T m r) W33x152(30) 9 A NOTES: 1.) TOP OF STEEL ELEVATION 39' -52" TYP. U.N.D. m N) 1" 0 N) 0 0) x 0 N) 27'— „ 1' -6" co co r) r) 333 S6.1 m N) t om " = 1 -0 0 I no m r) m N) 27' -9" 383 3B3 C— m r) 3RD FLOOR FRAMING PLAN Q m N7 9' -3" W16x31(20) m 9' -3" 27' -9 " 3B3 CD x m ! r)! 27'— 383 383 27' -9" 0 N) co Co 4 N 0 N) CD n x 9' -3 L4x4x B:CESPER m ro 7' -10" 27 -9 m r) 9' -0" 27' -9" m N) m N) 333 m N) 383 3B3 3B3 3B3 10' -11" 1 m N) 9' -3" 27'— 9' 3B3 m N) 27' -9" DOS 190 3B3 3B3 m N) co N) r m N) 25' -72" 334 334 3B4 m In N) 8 > _ 6 " 8' co co ro co ro CO 3B4 co ro ro 3B4 3B4 3B4 ro NOTE: ALL OTHER BEAMS SHALL HAVE i"rd L4x4x z SEE SHEET P S5.2 FOR GRID 0 BEAMS ro ro ro ro b I ro ro 0 up REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDIN DIVISION NAY 1 4 2008 0 0 0 . 0 eC CO NORTHWEST ENGINEERS - NORTHWEST INC. P.S. memo Erni:1M 6669 WOOOLAVIN AVE NL SEATTLE WASIiNGTON 115 (206) 525-7560 0 tNi in ct tu co CONSTRUCTION DOCUMENTS 3 1 Ca !it 0 ca CV co CO 0 co CO CO cNi CU CO I'm CD CO 0 0 0 LO CO CO CU CU CD DATA CENTER EQUIPMENT PLAN LO CO CO CV CO CO 0 GO CO Lim o CV 0 CV CD csi co CV 0 ce ISSUED I REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 woo•Aages'MMM 1.966 Z8Z 90Z d 00L8 I.8Z 90Z 1 1.Z1.9 VM `elTieOS Joold giinod 'PATS IeuolleuaaTul eIlM�lnl I-OZZI NOLLV21®d1103 A3191IS : 13NMo CD N N N N N CD o) I N rn I N N I "CO N N I CD N I N N 1 N CO N N „ Z -,l „ I. - 'ST N „0 -,0i< Nt. W 0 g to „0 -,OC Wilda „ O -,02 „0 -,0� w 00•UOSllle9'MMM 9Z91 EZ9 90Z d 917917 EZ9 90Z .1. EtEZ 1.01.86 uol6ulyseM `81j4eaS 0017Z# en ueny 1 11 ld OZ NOS111Y3 NOSI11V3 „O - ,OE „0 I -,2917 „0 -,0: „0°,0£ 8986 YM 'BI!M )fnl GOeId 1 -110Z1 'S 99EC SfldWV3 1SV 31\f9 13.1.N1 zsoaS 1131.LIN133 VIVA A391S !•0'Zi79LOZ # 109f OHd cc, .1 g c) Q_ c.„, .. 5® P- 0 O 0 p MI W . — 'C ® V 5 1 0 m CD CD —IN r` I N N N rn I N N R CN I (D N N a I N N N N N cD N r f N 1 N N I N I N N [„ L-,L9] • 4 • [„ L, [,L6 -,f,9 [ „iy -,99 [„ 1 1. - ,89] [ „9 -,99] L40—,L9] L, Z -,89] Lt-L- [„ £ i. - ,s9] [49-1L9] [„ £ l I. - ,99] [ „9 - ,99] [4'0L [ „9 L,t9 -,E9] L L E—,s9] 0 CO 0 0 0 10 N r 0 O 00 rs4( (1) S3 iVA z 4 Ce CIE 1!J LI 4— ALIJ e Tow 0 1 II I i A M7Id 0 r ✓ H In z V d X 0 u_ CO U CO 0 U W 0 In SHEET NUMBER SHEET TITLE P0.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS P2.1 1ST FLOOR PLUMBING PLAN P2.2 2ND FLOOR PLUMBING PLAN P2.3 3RD FLOOR PLUMBING PLAN P24 ROOF PLUMBING PLAN P3.1 1ST FLOOR ENLARGED PLUMBING PLAN P3.2 2ND FLOOR ENLARGED PLUMBING PLAN P3.3 3RD FLOOR ENLARGED PLUMBING PLAN P3.4 ROOF ENLARGED PLUMBING PLAN P6.0 PLUMBING DIAGRAMS & DETAILS c 0 C C C- ABBREVIATIONS PIPING IDENTIFICATION GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA COMPRESSED AIR CAB CABINET COND CONDENSATE C/L CENTER LINE CLG CEILING CFM CUBIC FEET PER MINUTE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE COL COLUMN CONC CONCRETE COND CONDENSER; CONDENSATE CONN CONNECT; CONNECTION CONSTR CONSTRUCTION CONTR CONTRACTOR CTL CONTROL DET DETAIL DIAG DIM DISCH DIV DN DS OWDI DWG DWV (E) EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) FA FCO FDC FDN "FIG FIN MO FLEX FLG FLR FP FPM FT FTC FURN MAU MAX MBH MED MEZZ MFR Mli MIN MISC MID N/A NC NEG NIC NO NOM NTS OA OC OD OVHD POC PRELIM PSI PSIG QTY R RAD REQD RPM SECT SF SIM SPEC SQ STD STRUC ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR DIAGONAL DIMENSION DISCHARGE DMSION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GPM GALLONS PER MINUTE GWB GYPSUM WALL BOARD H HIGH HP HORSEPOWER; HIGH PRESSURE HR HEATING RETURN HS HEATING SUPPLY HTG HEATING HTR HEATER ID INSIDE DIAMETER /DIMENSION LAB LABORATORY IF LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE Q RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TBD Tl FOC TOS TIP HVAC AC ACT AHU BDD SOD TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VD VER VFD VSD W/ W/O CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU HC HR HVAC VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WITH WITHOUT AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING EAT LEAVING AIR TEMPERATURE I D LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM 5P TDH TG TOD TSP UH UNIT HEATER WB WC WG CO DCW DHW DHWC DSP EWC FD lE IN WC IW NPCW ORL PD PERF PLBG PRV CD CHW CHR CHS CT EWT EHV LWT TOP RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CLEAN OUT; CARBON MONOXIDE DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRCULATION DRY STANDPIPE ELECTRICAL WATER COOLER FLOOR DRAIN INVERT ELEVATION INCHES WATER COLUMN IONIZED WATER; INDIRECT WASTE NON POTABLE COLD WATER OVERFLOW RAINWATER LEADER PLANTER DRAIN; PRESSURE DROP PERFORATED PLUMBING PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP BACKFLOW PREVENTER CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE ENTERING WATER TEMPERATURE FIRE HOSE VALVE LEAVING WATER TEMPERATURE TOP OF PIPE HVAC PLUMBING COND — -CDR - CDS CHS -CHR - G -HR HS RL RS GRW GAW IRR NP ORL PW PSD RWL RWL SD SS UD V W w FIRE PROTECTION PIPING FITTINGS iti ItI DSP FDC F FP FW WSP 101 U Ii I III I t I 91 , VALVES PIPING ACCESSORIES AV Q b A ST D Q t nut I t I RPBP I- 0 WATTS /LF 1 A COND CDR CDS CHS CHR G HR HS RL RS ST CW GRW GAW 14W HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS V W W DSP FDC FP FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP w/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45• ELBOW 90' ELSOw 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES =I1= • L D J AD 12x12 SL 12x12 2 "SL DUCTWORK RECTANGULAR DUCT RECTANGULAR DUCT r I x f RECTANGULAR DUCT RECTANGULAR DUCT r 1 / THERMOSTAT SENSOR BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSTIION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE/REGISTER /DIFFUSER DOUBLE LINE x i x I S- C8 -09 -A 000 000 DUCT WORK EQUIPMENT TAG LOUVER TAG CEILING SUPPLY AIR DIFFUSER - CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) HVAC - ANNOTATION VAV BOX TAG 1 -23 S- CB -09 -A CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) 0 ROUND DUCT SYMBOL -(9. FLAT OVAL DUCT SYMBOL I EF -2 -1I LT__ CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -618 1 SC IZE EACH TYPE CODE LD5/3-300 LINEAR DIFFUSER GRILLE CFM EACH I--- ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LEGAL DESCRIPTION LOCATION 1 SITE MAP FLOOR # -- DISCRETE BOX I SEE BELOW PRIMARY CFM FAN CFM ACOUSTIC& ACCESSORIES (IF REQ'D) KW OF AUX. HEAT, VAV BOX SIZE; SEE SCHED. PARALLEL POWERED BOX FANPOWEREDBOX CONSECUTIVE LOUVER #. FLOOR LOCATED EQUIPMENT TAG LOUVER TAG FACADE DESIGNATION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. GENERAL INFORMATION SYMBOLS GENERAL NOTES: x X 0 NEW MECHANICAL WORK FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD -- DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHIJNE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2005 WASHINGTON STATE ENERGY CODE SECTION 1416243) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.42) G. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141622.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141623.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.23.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.23.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.52). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2005 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. B. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14-5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET, 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10.FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. DRAWING INDEX bO8 250 MAY 14 2003 CF PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET INN McKINSTRY DMSION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: I EXPIRES: 9 - 21 - 09 T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING SHEEP TITLE: DRAWING INDEX, SYMBOLS, AND ABBREVIATIONS le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 --669 --6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry•corn it "T C } z n C C C(: v1 :r. C7 C C G - C ir: . CI: C: C C C C F 3/4 C4r- ORCP Ii in & COMM ro 4 WASTE . . '...: rw 11P !E & Mtf k'fi 4'W 008 REER seas II »- e 7 WE . 1I suit /4/FT 1 — & 3 /41d$Cei -C -- — C ABOVE IDUsThirs KCAL ETBT I Bu:LCCG i? 5 R+.io M E • Nh -/ k , 1 I —7 - C -C • ;:un rz _tI EATcr, • ..* • FEAT ?FACE •` —J • • ._. C— I ^, Tin • • VON a R 1 w_ I 1 • • '" u _ [ — 0 — - -. _— r r ;-Yr it I n i; I • t,is a•x: W j • I II ii • EAT IFACE L — C r I \. / I I/ is I APR= 2401 Fr. FEAT 1R 5 '4/Ff.. V2 c UTTE I 7. �I'' i i.aGc . i DH,-; r i t I • ‘•„ �ECLRi� la ] r " ) l KAICENED { I • CO,,aIDOR C I 'I 1-• .: I: j ;I , r II L y it ji Ias.. „ •. ( L J N 1" CM CC@1AE{T 1 ,; E.'(Cah 3 � CI; CCL@ WATER ME • I • - L - I-' L U •I :, Ji ,41 ~``t HIGH 'VOLTAGE EQUIP I FJlTJR' M {7 _ IL F _ H i,� -- • i • • • P2.1 1 • • I L 1ST FLOOR PLUMBING PLAN I FE • • • FT? IA A • • LIT j • • • • T1 OTF:t • • • OTICE • Cr • • • • • „.• ; PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 1)08. 280 REVISIONS: NO DAM DESCRIPTION DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: SCALE: SHEET TITLE: SHEET NUMBER: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTIE, WA 98124 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 EXPIRES: 9-21-09 05/1 4/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING MEM 1ST FLOOR PLUMBING PLAN _C C C •. 1 1 I 1 • • r • • • • " ..... - • cr: C • ;' C' 111 1: • ; • 11; •1! ' I • I 1 1 1 1 1 I ,11 , Hr • T 4) eV UP (Mum) / i • VI UP TO FUTURE FS T • - t• • C • i , 1 1 1 1 - IV L TO ' FUTURE FS • d: r • •,,, • 1 ; i 1‘.. er ., ‘-,.._ ._...--1 • I If „ • 4W UP ID PUIUM FS rff (FUME) • 1 1 2ND FLOOR PLUMBING PLAN P2.2 j SCALE: 1/16 11%-c •• IF 111 , • ii 1: q‘ \•:„..‹,, 1 111\1 \ 11 .‘1". •? j 1 - lir 7 ' • • , 1 • 1 1 11 N:x... Q• IL -,•\,,,,,.. „.,..-, , _, k -, ,..L.__... , , • ,.,,,.., • • i, , . ; I 1 • • 1, ! ,. _ •\ {-,, ,•,T ':•?...-,k. ri..., I .L:.- - .7..; ..- / 1 \I; ,,.\ -,_ L ..1_ • ' 1:1-17r--1 • 111' --- 1 d - • 1 I • ' '' 1 - • r: . •• ,'•:. • • ,,-,1 .,:-., ./ - 1 ■ 1 . 1 . , 1 ! J_.1..., .1 . _;_ 1 N111._.___ L „. L... 4',.. MI L._ ... ; 1 1 .1 1 . _II .___. _ ,•,._•, , • ,,,_L 11-1 J;II; I evi UP tttei 1.1P 10S 70 FS TT .. •• , .. i I • I '-', 1 E ; , , ,.; i ,.. ,,:, ./ \. .,, , _ ......___, • re••••• • • A • c22, / 4 irEpi 1. 1 1 1 n V . 1 ; LA 1 1 • - • ; 11 \ \, <.) • \/ ---___ - A I 1 • ; _;_; T : S TSVI R LD riir.) .- --11 11 • 1 ,4E6 - 1 1 • • r • ! UU errs TO FS T 11 • 1 —1 . I 1 •• I1 C FA- 1 • •• VEST. I 11 I 1 1 ii /1 : 1 j • 1 1 • ........... 1 11 • 1. (::7.± riL -1-1 11.: 1 1 1 i,j t --- , -- • •71-,= • '-•_,----1 L i • • 7 1 TT ;-; • - • t_ , 1 PRINT • • • • 1 • 1 • • • • 11 r MIEN'S ! -•••1 • ), '"'",„E",.) I 7 111_ 1 —.----i---- 1 ti , 1•' ;•• „ - - :I II I 1 • \ 1' 1 /1. 1,•::, 11 • •_:-.71.. 1!1•4'11I r1 • 1 • •I I • '..: I. •: 11,._17. 7-..,.J2,1_:_k2217.! Ii j_..,:! ;'11 7. .r / I I L ; J” ',' , •••• .::, I .,.., , d.., ...,, ,„ _1 1 ,, , L S . L0 1- •_;.;,: ,, ; , t. , i r; 1 ; • i • • - \ 1 \ I ri .... L i t, ; I , • • 1_ ,I 1 11 „ I ii • ) ! I . f, FI — 1 ', I 7-1 71 1 ; 11 _ _ i1 ... _ ,,..., ,......- - C D 1 I [..—.• 1 1 .... 1 I; L • Eh Is • La; ; • -- • 1 • '; " ' AT, • -• 1 I r ,•• A •1 ,1 • • 1,1 • • —j. - • ri • I r I • • f.,11 •• • ri_-;• -• • • • • ;I "... ,,e" s • :• • ,' ,_ , I . I I 1 • 1 I / ,.....„ I, i I • , ) I \ , • [I] 7 1111:11311ULFA1::::1 t 1E , •• -- ----- --- • LL: 1111 ENCF., ii I II H ii ic I ••••• • • ' Id 1 1 (•,;-,;; r--11 [ 11111-(111 11,111 .," ,-•" •;•I.II.., •••• r 1 I \I ::::. , ,.. ....... : ..,.. •• .,,,, , • ./. , , , , ,;•,;:-, ....,-,;'- ..,-.. ...;-/ I./ il I H. •,.., • • \ , •, • " ; •-•:,:::/ • •? L TL..••;4 1 ± ". ...7....._____...•„_•,_.....___...L2.71 1 ____ • __._••. • 1,1‘ --- . . 1, / ,i -' I. • 1: / 151-% --, ,••,•.,,;:,. ' , , ; • I • ..- ••• I ' • ,.....?,-/ I. .. • ,. ; L•____.-• , , . / , , • 17•=1; 1 • ../ 11111 —I ' il, • 11 PIrt,5 2 Fs • , ••• • __•• •••• „•• 1 I • , • 1 1.=2' 1 L' •/ - MAY i 42J a F44 PERMIT CEN1 PROJECT: 3355 S. 120th Place Tukwila, WA 98168 bogzs REGISTRATION: REVSIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET '■••••••= fter•I■14 1•••■•••• McKINSTR'Y DMSION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUOKINS CHECKED BY: B. DAGGETT JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SEE DRAWING SHEET TULE: SHEET NUMBER: le Of Your Building SEATTLE: 5005 3RD AVENUE S PO 4 X 24567 SMILE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTIAND, OR 97220 503-331-0234 www.rnckinstry.corn SABEY DATA CENTER SDC 52 `1•1 • .„- f • • - EXPRES: 9-21-09 • • - -,• 1 .. • 11 1 ', • ,'" • :„ I IT 1 -o • 112111121111.21KOMMIIIME -0 0-- 3 0 -0 0 • El - 0 0 • 0 1-8 / N1 -- 1 I. I ••, , 13- ; "; .-; • i FUTLAIE T___ ‹E.D 0• .. 7 I 4 F • 7 - t F , , 7 - t I ..L 1/ I. U. F • 1 i;;;;; 1771 ;;.• (1• CEO [ ci 9- - 3.74, .:7 ''7 •-• '..44.••• rt j .-..- 7 • '.---' • • i 1. '.. i 1 ) 1 '1:;5t71-„:.,,it„. ir r I - '•-7.- I ....'.1•\ 1 Cil E '' ! 1 .... . 7 , -7,,,L, 1 • :57,1R ,,: ' H ii_ '71 IELL... . ii 7 1 .._....1.:..i.11:..i.ii...11.1.1.1.:.,, ;;;,; \i, • -;;;;; , .1. J,T1__,....1.: ' • i ; - T. I , i r , .. ,-,..-.:-. 11. .; ........... ..... . ..... ..,.................... i • 151 .11i. _.,..._ I ..• --,... ,..._•4_, I 11 s. I- 1 , . , , 117/1 r •t-t---t• I • if 4,4 I - 7- C3 rrEPERT1 l DEC MAN 1-114• OVEWLCAM DRAN 3/4' warix3 Iwo TrP 1 PUt1 SIDE MC* MILLED IN= tiaXE-LIP 'KILTER ASSEMBLY (4) 2-v 7V LP 10 VTR fl f ; 11 1 t:= I •;-;; , i I VE51541.2 -7- 7. 750 ; 1 • t ! 1 ; . ; • - - -. . • ; ; I I I ; ' E ! 4 II 1 1 1 1 . .--- 7 -- -- , . 7 I -i i i--, -----I.-- , - 1 r I ! 4 1 7 1 i • rt:PC,111 7.1P r 4•■••••■■•j..141114441•0S2411111111 . .. „ ; L ; I . IT\ ' II ";,, ; $ • 7 1 •- . 7 1 .1 :71 1 e fr., , L ',7, Par, 1 .___ •,... -, , „- I L.,, ,:\ ..7_[‘ •,.,i\-41 .4-7 H A . I:1 ; AA•r" r 11 P Ptt ' :71 ALL WHI I-L1 11 I • , -L44 - -.- 1 I • 1 7 \ •-• 1 ' 1 : • 4_ • • • 9 • • 4 I 15-1 7 _11-, • I t 7 4 , , 77 ; . 1 • • 1 1 9 ; Al Ni fi; • , t . 7-----■ I 1 • ., _ 1.. . ,. \ i . . 7 1 7 .1/\11 • t ... 4 . • 1 ; - • • F7I 1 i ; ; 7 1 7 1 1 i ■ ; . , , i i- - 1 01 , . • . --7.,.-- ,, , ; 7 ; '•-/ r I 1 \ II et \t I 4 'I' \ / 1 • • ; I I /\ i 1 ; I i,.;_,; i I IN i i ■ ■ 1 t 1. ... ! ; 1 i i Y f 7-]•11 ! - • - ;y - r - 7 7 7 t i ; ! 1 . 7 -- i ri t+ !I/ /y• 1 14 I 7 7 i , I t ; a 7 • . ; 1 1 C 3 4 1 : - j - - i - 4 .. • r • • 1 • ' 7 4 7 i 1 7 1 1 t I ; ; I [ . L 1 i . , i / , 4 ; i 1 1 'i t 1 ti i 1 i i 4 i;L2v. . i . ; , I i 7 i ; • ; , 11 \ •L / ;1 1 1 ; i 7 I 4 9 0 • • • L , 4 . • \ / I 5 . . • t • 7 • e r A 1 7 f V \ I 1 :-.. ....,.._, _ ........ : I i A i . 1 . 7 re ! ; 7 a ■ - L11 ' ..,.., ... 7 1 4 i V i t 1 1 1 7 , 1 7 / I I • 71-44- r •"-"-"T -7 " I 1 • /11 ; 1! 7 1 1 It 1 i .5 I 1 • 1 4 '5 4 • 1 1 . . • • . • I I .4 . . . 1 . • • . . 2 .... L .... 2 . ... . i ...,, 1 : r i 7 1 7 ' 7 1 • 7 • , - ....... LINE OF E-_,' MEZZANNE D'ELON ; 1 , . .I ‹ ;;,.< • ; , , • T: ;;; _4_ • • 7 :Pa r•-•- 7 1 / !! \ •- t 1/ t t1 , I Ii ! . 1 4 • t ''',.../ 1 i 7 ; t 7 1; i , ; 1 : „/ -\,,, 7 1 f ■ i _ ,-_ • II \ II • • , .."/ • • • ; \ • 3RD FLOOR PLUMBING PLAN SCALE: 1/16" V--0" • 7 „ 1,7_4; ; 1 /r • \ • • , trr ? • 1 , 11- •5:•••FCRI'• ;11, -••••••••- , F747,i 1E12-1 ; i ./ I ••• /it 77.11 `1 7 -- - - - , 7 t i / II • 7 i ! i 1 , • • , r - - • ! , , • ,//11 I / "7,1 - I 4 7 `4 ' • • \ uI / 7 - er N1 / i / ji 1 1 I n 2 \ I r • j 1[X IV \ .-7C7'..-1 FLOOR TYPICAL 1•.: I 9 X t, , • •-;.; I ; ;•" - ... - - 7 4 1 / , 7 3 3:-_.• 7 ; 7 I • : \ I 7 \4i 41 7 7 . 1 / 7 • 3 • 4 • 4 4 • . . 7 . ..... : . . • . . , - ., . ; t-44 • 7 • • y • .......... • n • • y .... 1, .. I - T _..i. ::77 i . . . . - 7 - ---,:t _. . _. 1 i . ' _ . ' :. 1 7 7 7 i \ t1 • \ 7 ; 7 777 4 • , \ / i ; I , -4 , 1 7\ r! t i . 1 ./ ..... . 4. .: ; ., . . - ..... 1 I IL\ i ,,, _____ ■ ' 7 i I , 1Nri . 1 1 ; 1 t 4' Ii 1 1 t: 1 01 F • , I i i----- f.------ T-- - T , - - -- - - i 1 .1 ,..,. ..,_..... i ..... , ..1.„.....___....,._..........„.., I , I i 1 ^ ~ - , 7- ; . 4775- I ; t I/ 0 I z I. 4 5:17 . qel i 4 T1 1 "...:.1rCtRE7i; 7 I ; • 1 71 / • ' 5 ; . 7 1 • , • :1 „ 9 / - 1. 1 [547 1 r 3 1 7 II 3 II 2 , I L-2. _ 1 • 1 t- i •=2-7 --•••••••-•ift•-•• •"''' • t 1 '111 7 i t " ill H 7 f 1" •1 1 fr • { • f",1 1I 3V IIIE , , ) JAY k PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 iii ii it , _,. „ • • • " ' 0 8 ow 2 90 REGISTRATION; ' • ' REVISIONS: NO DATE 1.5.7■‘••••• .11••••••15.. MAY 1 4208 r ERMTCPNii. • .. 05/14/08 PERMIT SET ife Of Your Building PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 EXPIRES: 9-21-09 DESCRIPTION SEATTLE: 5005 3RP AVENUE S - '0( 24567 SEATTE, WA 98124 1-800°669-6223 McKINSTRY DrVISION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCAE: SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING sHEer 3RD FLOOR PLUMBING PLAN www.mcidnstry.com - ■■■■;■IIMM. , f 2' 4; ' '' ''• •■. '; f 1 F. ' ■4 -,. : r '1-'7;0? )5tr 1 / -- 3 e," 1, r • .,/ . 1 LOCATE EXISTING . — 1 -- --' l L ' r ' WASTE .ti___[ 1 , [ _ L PIPING !, ;• PRIOR T,0 1; 1 "'i i FABR !CAT! NG1,L ... ._ 4 .1 L '' '' 1 • • 1 , 'IT — ■:' —L.. • / • — 11 LL [ OUT, PATCH & MATCH EXISTING FLOOR H r U ; r, 4 4"W UP ' DN LOCATE & CONNECT TO EXISTING WASTE U Y %! -L....I; • -%; - • r i LOCATE & CONNECT TO EXISTING VENT RISER AHU —52E32 I ABOVE BELOW SEE MECH. DWGS. AHU-52A3 SLORE01 /4"/FT 1/2 CD & 3/4” NPCW \' /77 N X 7 ‘\. / /..,/,./•\„; / - A' "•4 / ' \•../ 1 ' I • F ONT 107 ;1'6-4 EXISTING ELECTRICAL EQUIPMENT I • . 404:t•-•••'•Wr ; Ir44':„...a:41.44,4,,z,,,;•.:w•iLrra14 .t.,,:....... ...... ..,..- :, ......• ... .... • ..... . . • •••••13 4 I ' ! wr3•I'.41131/ .,... , . . , • BUiLDINt; ups R(10M 1 2"V 1-1/2"CD & 3/4" NP CW FOR FUTURE Fr, H 1 ' • HVS- 1 , 3000 'VA I ! • • •< r ‘r, \ X _ _ . _ _ .■- I P3.1 SCALE: 1/8" = i s 0 1- 3000 KVA 3oa K VA -(1 RA-7.0 R R, 0(2 108 :ic AHU-52D2 I I AHU —52C3 I RPBP-1 (2 EACH) HEAT TRACE ABOVE, FUTURE BELOW, FUTURE E F E \R 1 l V • ..1.- HEAT TRACE CONTROLLER \ r • fr ! r -- ............................ . : . . • — • - • •• 1ST FLOOR ENLARGED PLUMBING PLAN CD 1 CW M M ZIKZ:11:ZIS.T.WQ1=W-'2 1 –4- 41111 2 P6.0 —1/2" CD 0 -; :;,,,;;;;ra;A;;;;;;;4,..1';;,,.4.0:;;,•;!-4. ;7; tI V-roir • / 1' I l'• 1 ; ..1 CHI! DR ROOM: 9 . • HEAT TRACE CABLE . - - • BUILDING KEY PLAN NO SCALE .77,51•%; PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE ••■••••••• lMMEIKINDI 05/14/08 PERMIT SET McKINSTRY DRASION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: 1ST FLOOR ENLARGED PLUMBING PLAN SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING de Of Y ur Building DESCRIPTION PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATrLE, WA 98124 1-800-669-6223 www.mckinstry.com I EXPIRES: 9-21-09 ■••••••••••■•.1411MY C. 4 ; L. DN N. .1 i! ,-- 11 !I 4"W ON 1 • . 1 (4) 2"V UP (FUTURE) • 1 [7: - 4"W UP TO FUTURE FS 4"W UP TO FUTURE FS E 4"W UP TO FUTURE FS 4"W (FUTURE) 4"W UP TO FS Ui - 4"W UP TO FS evi UP TO FS 1 2ND FLOOR ENLARGED PLUMBING PLAN u) , P3.2 SCALE : 1/8" 1-0" •••- • • t-CJ c2217) I I 1 I I 3 I I I 1E 6 – --- • - ----..„,---- .....-; • t i ; 1 1 1 •,,, II I 1 I I I 111_ I ! Ii 1 • ! ! 6 !: I ; , , ..., ,, I , -6- - ^ • , - ,1 • ' I ..-. H , . 'L. .- -5.- -, -- i t ' - L. • --,, ..._,. L. .. '.,:,.• „___ . , , I i 7/"6., 6 , Ill ----, JE - I. N 1 ( -ND I. 4"W UP TO FS f B I Li 16 - - - - 1 1 '"'"' ----• — • -•! ; 73;';e7, I M. .1 I• , !I I ,. '''''''—. 1:. — I \ -; :`• 2 •;+_J 1 :77 .1_ 1-6 • — : 11 ET 1.'1 SEC. STOH: I I , ! .• .: ,E-=• • • , i 1: ,_// .,, , i .: ! 11 /SERVER Ri D ..-- ; ,....-...--, ; • II"I Li • ji ,, , —''• ' — I 1 i• r ! ! ? 1 7 ) r — / 1 \A:OVEN'S 21 :6/L-3 I. 11 L ; I; I L II' SERVER I :2211 SEC:. 224 I 0 11 221 • • M-E-1\k'S - • • 212 °• . F •" •• ••5 7 21rTh T 223 I 1 I ; 1 L_. L 1 (4) 2"V UP c„cD., LC+. h1 1' r FL ;• L L I • , - I 1 H f I 1 JAN, L • I • 1 II 6 F 24 ; I Vao FI CL s'• , .3•••••■••••a-.1 IIy •—:•••■ iI I , O. I i !: 6. i „ I 66; 1 I I I t: I I I I I 9":61 ''' 6 '6, , ‘1 • 0 _ _I i • • I IL5LI\ L :l 1)1 220 II , — I I I I , _11 I F 1_ LI . 3 il ▪ N L ____, : r. , , ••• --,.....„,, ---r; , 1 1 ; : n IF r NO SCALE BUILDING KEY PLAN SEE 1/P3.2 Nd 1 4 ,7 RP , ,AFF ?GO PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 • ' ' n11.3' ■Tr • ‘, REGISTRATION: ' REVISIONS: NO DATE DESCRIPTION ■•1•PIMM 11.1211===l• 05/74/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: DRAWN BY CHECKED BY: JOB NUMBER: DATE SCALE: SHEET TTLE: 2ND FLOOR ENLARGED PLUMBING PLAN SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO :.)( 24567 SEATITE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 03-331-0234 ENGINEERING www. mckinstry.com L EXPIRES: 9-21-09 0') z 0 11 j!! I I 1 3" V Up TO VTR 1 1 I IA1 L L (4) 2"V DN FUTURE LJ ii AC U2 D 1 11 V z 7 NM IM MINI MN — 2. L.j 52C 1 V 1 7 ..1 . - 7 • \ , . . . „ . . — _ -._:_. - . - -, . -,----,,,____,==,,,_=..-...,-___•—..,,,„,_ ; v ,1.7-- . I ......i .. ..i, ill I---11 1-1-. — Ell ; \../ °I 'NI PI i — il ; i — ..;!, - 4- ,L;,....:: _.,:-._ 1 -.,,...--,,,,,,, I . —__..._..__\ I ! 1-1/2” FUTURE 9 ) T ; 1' i ACU -52A1 I 3RD FLOOR ENLARGED PLUMBING PLAN - LOWER CD P3.3 SCALE : 1/8" 1-0" [1 3 4; . ; I ACU-+52A2 !1; 11! 17/ I i ••_ ACU-52A1 I •• • • . ...... 1-1/4" COIL CONDENSATE DRAIN (TYP 4 PER SIDE) NPCW 1 1/4" DEC DRAIN 1-1/4" OVERFLOW DRAIN 3/4" MAKEUP WATER TYP 1 PER SIDE CHILLED WATER MAKE-UP WATER ASSEMBLY Oi . . . . .. .. .... . F :giiitLici=;—===..--- —!--;-- , , ; ■ • I I f •1 1 .M...,=... , ' ' II i • 1 i i ' 1 i I h -- I- UF \ 1 1 1 --... =, __Li .!_!.. .. . _,. __ ! I L - I . \ r --- TISTAIR #,?.., [. 4 , -----1--,-i----. --r 1 .R1-..,-.r,J_---- ; 1 i:1 i: L _ il., \ I 1- - -i fl- ''D :_li IL.,..__,_..÷-±-_ :--, " ., 1,1 1 _ii _ I ....,...,.....-...• ..)- 1 ii 4- -- 1 P 4. 11 1 ?: Il A 11' 1:. 4, , VEST 1E. f • . NO SCALE b o 8 7,8 0 BUILDING KEY PLAN SEE 1/P3.a & 2/P3.3 - - 1 4 zu , 1, • FPyri OEN' • NAY AT e Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 603-331-0234 www-mckinstry.com , REGISTRATION: REVISIONS: PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 SHEET NUMBER: I EXPIRES: 9-21 —09 NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: B. HUCKINS CHECKED BY: B. DAGGETT JOB NUMBER: 8438 DATE: SCALE: 04-07-08 SEE DRAWING SHEET TITLE: 3RD FLOOR ENLARGED PLUMBING PLAN 3.3 z Li a_ C 1 •••■•-; 7;•'",; C C . "Z (2, C; . _ N.; ••••••- 1 N, / ; / \ \ I .,,,... .,.../ -.. 11 / , , \ I , / , ; / ' ; I ' \ 1 .., , ... .. ..;_, .. ;:,...", .:.....,..; .... .... _. ... .....,....,„..... -- I- L.,. . . ,...............,:„ , ..,.........; ...:,.. ' ,„:,•.:',:..-.;;,..-:..„.,•,.'.;.::..;,.:::1;.:,•1;1:;,._...:,_'....._:__. , ,,,,,I_:,;•::::,,, '.'.:L --Y., -; ; . L ., • ,2_; -;.......;_::!,:. .;.!-:;,-.. . ! • , • ...„ I i I i 1 ; \ ■ „, 1 ! , 1 1 • • 0 FUTUREI 11 .1, „ • ii ----------- • ' • • n i . :1,-.1,1.• EZ.J . I t Ir 1 I I cr,•,,q._., , . - . '' i ' ' . . ' ..1 1 ,L 1 4:-.-,.;:. — _ ........_ 1 - I - 7-- 1 I 1 r (.. r t-,:i. - 11 , ..:-.....-3 ,--- --jlt_IL - t ilit.-- , fr. -- ---1-1 ! --:•-el--) if- ...,.......„„ :.• Fr' '-‘..- . 1 •--1.-- : 1 \ ,--- , - - ,i' '----.. : ... I, • Vr F 1.;':„. ' t - - -- - p .. . t, _ .: j..H... i li -;--, ; 1 ,---, i 1 •- 6 ::, .. : j : I ' j ; H‘" ; 1 - DA/ 2 1 , UTURE FUTL;RE 1 ; 1 , • I I 1 . . • L , ; _ ; Ui L- 1 i I 1 I • CI .-1--52C FUTURE I \ I I \ 1 , -,-- ,•i1 : c..z3,--.-,•, ---II 1 WIN c•• T i I, r 1-7'7 11 . •.,.. ' I-1; It ; t ; ---• • I t • 11 IP 11 ; -71 •-;.1,--1 .7-1,„111':,1:i...r:-L.P, 11-71:71. "r". P"-1711FL' r-.1 • ‘'ILM H. l ir ":cn : 1 •-1 ' I I i I II I fi 1 • I 11 I 1 1 • , I! „ — FUTURE I r _ r , -pri k...t1La4P il it H I --.• • -7 I : , I ' , • 7 , -•; 77 . 1 1 1 123 1 t tr i i- . -L2 .. ;: l i l I •,, • r A 1 , ;7•1 c' ! 1,-;''',1 i FLit i ;-. ; • --- --;',, r°'..7 •-•=7•4 I , - -- •- ; 1 ; ..- •• - ., ._,_. , 1,,,....f - ...„, ji ,„, ) ,,, [17 ,-::::-,73,7,,,,,.....z t r....,,,,,,Ti-i,,..,.,„ ;.`5C:...,-717,•••--•,-..--•• • -.- -- 'r . c_jj.;1 4.; 11; \ 'L..t/ IVI-2• I i 1 .'- _ ) K-4-,:r i *7 IHP--'--Ji i"-15- -•:-Tr = _. .. .. . • 'A,.F ••,•■ r .1:4 ■ 'HT .•-•• .; - .• ,1,._t, I 7:7• • 1.,..7 Vri e 1•1:..5C1li id \ '; N, 1 • N • 5 2 D ' NZ: I IN / I • ,,, 1 / 1 • N. ! \ I i s i ' \ ; f I . Ns Ar , j I \ . ,P , ,A 1 ; 1 \ I 1 I • , - '1, I ' 1 . •■-■••••■• ',. / ••-••.-•-••••••....■-•.........-•-•.••••,.-...-... „•••, n • ..12-,.:;-. •e':•••:L.. .•L• ',1.. '••• .r ' 1: • ' 1 I : t 1.■ 1• .; 7 '\ • ;/ I 1' ... . ; ; • - " - .1"-:" N ' \ I \v. Ls' 4[ J • • • • ▪ .1 -ff-r;rN'-)i fr'f-1-'\•.1/7'7•;1' [' • '; • ; • .•--;1 • 1 I , (7N -1 ; / IC77-524.21 H FUTURE ROOF ENLARGED PLUMBING PLAN CD P3.4 SCALE : - r-o* / ....r ; " • , '''' I. •L' 1 ,, , , , I; 1: I i . i 1 , .: ,, I „ Ii ;. - 1 • •• • 1 / I 1 \ V V cc LN 1 1 L.I i tr-c 1:1 7:1 Li 1 II I ......... - -...., ---'. .. ,'. ; ., .;'..!- --IL! ....,; 7 !,!;! ;. .".. .. ,'!-,. .....,!.;,. -1 -: ;T . . .• . ,•i 11 .,., , •_::::rrilYs•.,.711: ,,,1 I,: . ; • • r •••••• ;• I'-.-- F' / • ••• _.•• 11 ? ; N ; . --------. ----- 17 ---- \----." ; \ ; 2 1; ; ;. : ___ f ;in ) 1 • / ; _ I ; _ . . ; ' " 11.. I 1 / I\ 1 , 1 i ; I I i ; ; 1 i 4 -;--- I I .1 4-- "--- ', 1 , , ---1--, t --I - L_i______, ; 1 i 1 I P 1 ,. rt---- ................................................................. -_ i , I : ._ 1 I 11 II ; ' -.4.-- 1, ...,..; : - T --- z L; ,--, ., , ..,_,_. 1 I _ , • • I ; c , L: , ! • TY 1 :7 1 : : .‘•• .•' i • •. -' ; I : r '7---7 1 f — I . i ;.•'..! ; ' i • . . 1 \ 1 , N, ; I. , • 1; 1 I I ; • , :11 • ..,: ; „ , • I . \ .1 , ; • i I ; • 1 : (7E ; 1, • • ; I ,•• • 1 • •-• •• I I I i• •-• F ; ;1• • - - 1 1 1 . I •-• ,• .1, - ir • ; • •-•.. •••• • • • • EXIST. 2-1/2" RPBA I 1 I \ !......./ "........_../ !I i f /71- IF • t ; .. s.:.. ;!,..4-7_,- NN.„ : 1 I 1 ; 1: 1 ,_ . , • . ! -„,,, . • r; 1 : : - ,-,7.tyr-1 '7.= - - ; - • -- ;.!.. , ..::; ,-, 1 - 7 , 17:C:. r .Z; v ";:ili,P;r'L . n.t:'• ,T ;; ; - •; -!; - .. - . ..;• : - . ' I ' i I:, ''f" , !.- •--ft ;! _Z f. :••.:_ ; 1• :•' ' '. - . AREA OF WORK • '1 ; tio8- 180 BUILDING KEY PLAN NO SCALE LJ • PROVIDE HEAT TRACE CABLE (5W/FT APPROX. 15') 2" NPCW ON PROJECT: HEAT TRACE CONTROLLER EXIST. 2-1 /2" NPCW Ito Of Y ur Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 EAMS, WA 98124 1 —800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www. mckintry. corn SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: ;;, .• ; „ , „ ' , ' „ • 0" ; ; • . ••• REVISIONS: NO DATE DESCRIPTION ••••••:=MEr ..1=.1■10 05/14/08 PERMIT SET .................................... McKINSTRY DIVISION: ENGINEERING DISSIGN ED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: EXPIRES: 9-21-09 T. MARINO B. HUCKINS B. DAGGETT 8438 04-07-08 SEE DRAWING ROOF ENLARGED PLUMBING PLAN C SHEET NUMBER: L C C I PROVIDE IMPULSE –STYLE METER WASTE WATER DRAINED FROM SyMP. FOR VALVE- -\ t // 7 i f ` � i DRAIN BALL j I '4 ;r C C C' C L C C C C C C :r I- C C f NON– SHRINK GROUT OVERSIZE CORE DRILL FLOOR— SLAB TO FIT DRAIN \ CLAMPING RING W/ SPACE FOR SEAL Sc GROUT INSULATE FIRST (5) FEET OF DRAIN PIPING CONNECT TO EXPANSION TANK PIPING „.... .. ;:::::. ..... . f f� . A'Gj4`T/ ►_ter 0, ., 4 A vrArer CORE DRILL SLAB TO FIT DRAIN BODY FUNNEL WHEN NOTED SHEET METAL PAN W/ 2" TURNUP SEALED EDGES FILL STATION ON WALL OF ROOM NOT TO SCALE FLOOR DRAIN DETAIL NOT TO SCALE FAST FILL LINE DRAIN BODY OR SINK L J SYSTEM FILL ASSEMBLY DIAGRAM P6.0 NOT TO SCALE 1 1"NPCW 6 c C.•' • 1 ° RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY DIAGRAM ITEM FD -1 FS--1 RPBP -1 PRV -1 TP -1 1 "CW AIR GAP –FIXED SLAB ON GRADE FLOOR DRAIN MECHANICAL ROOM FIXTURE: TRAP PRIMER: FLOOR SINK FIXTURE: TRAP PRIMER: REDUCED PRESSURE BACKFLOW PREVENTOR FIXTURE: PRESSURE REDUCING VALVE AT CHILLED WATER TRAP PRIMER FIXTURE: THE ABOVE DATA SHALL NOT BE USED FOR ELECTRICAL,STRUCTURAL OR ARCHITECTURAL COORDINATION. USE ONLY APPROVED MANUFACTURER'S SUBMITTAL DATA ONLY. * MINIMUM AS INDICATED ** TRAP PRIMER ONLY MODEL CONDUCTIVITY METER TO CONTROL BLEED VALVE COOLING COIL CONDENSATE DRAIN PLUMBING CONTROLS SCHEMATIC DIAGRAM P6.0 NOT TO SCALE PLUMBING FIXTURE SCHEDULE JZURN –ZN -415 - -(SIZE PER PLAN) NL -71, TYPE "I" STRAINSER WITH RAISED LID AS REQUIRED BY CODE ZURN- Z196Q=. SC -1 -33� 1/2" TRAP ._PRIMER, 8" DEEP AND ANTI SPLASH STRAINER AS REQUIRED BY CODE SUMP OVERFLOW CONNECTION cw 1 HW I w 1/2** 1 WILKENS 1" MODEL NO. 375 SERIES FILL ASSBLY MIFAB MODEL NO. M--50Q SERIES OR JAY R SMITH MODEL NO. 2698_ PRIME –EZE 1/2** PROVIDE IMPULSE STYLE ir WATER METER FOR TOTAL TENANT WATER USE 9 -. POINT OF CONNECTION SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. -- I SEE PLAN 2 -- I SEE PLAN I 2 r __ RWL, ORL b08 /Bo b;a 1 47C. t� a.na'8 � �a 'i; t!? Eli a- -. i'i`i °:•;r„m .1.., ._. .'•`i�s'�Y "`:_.,<�.., _...:. ,?�ir+..� �Yai9J:`?.:�::a.,,... �n.. PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: EXPIRES: 9 -21 -09 NO DATE DESCRIPTION 05/14/08 PERMIT SET fe Of Your .Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 -331 -0234 www.mckInstry.com McKINSTRY DMSION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE. SCAM: T. EIMINO B. HUCKINS 8438 94-287 -908 SEE DRAWING SHEET TITLE: PLUMBING DIAGRAMS, DETAILS & SCHEDULES SHEET NUMBER: P6.0 - PF UMF3INC Sabey Data Center Central Plant -- Building 5 3355 South 120th Place Tukwila, WA 98168 Project Number 208277.01 July 16, 2008 REVISIO S SEPARATE PERMIT REQUIRED FOR: banal ( Electrical plumbing •as piping City of Tukwila BUILDING DIVISION 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 submittal and may include additional plan review fees REVISI1$N N tO82O FILE COPY Permit 8 409 0. Pear review approval is subject to errors and missions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved Field Copy and eons is acno dged: By j- Date: City of Tukr :la BU' DING DIVISION RECEIVED JUL 3 1 2008 PERMIT CENTEI j: \projects \sabey \sdc52 \caddsdc52 \sheets \sdc52_cover.sht REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 8 2808 City Of Tukwila BUILDING DPI ION CALLISON 7/18/2008 11:45:48 AM COPYRIGHT © 2003 CALLISON ARCHITECTURE, INC. PROJECT LOCATION Building 5 First Floor Third Floor Roof A SYMBOLS SYMBOL AND DESCRIPTION BUILDING SECTION INDICATOR 0223 WALL SECTION INDICATOR RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX /A -XXX MATCHLINE INDICATOR 1 2022 I EXISTING COLUMN GRID INDICATOR AND GRID LINES DATUM INDICATOR ROOM NAME ROOM NAME & NUMBER ROOM NAME & NUMBER AND FINISH CODES DOOR NUMBER WINDOW NUMBER LOUVER NUMBER ROOM NAME 2022 MOE D EXIT LIGHT FIXTURE (WALL MOUNT) INTERIOR ELEVATION INDICATOR 0 spot d (FJXXXXX ) <FIXXXXX'> Kxlxxxxx REVISION INDICATOR xx A -XXX SMALL CONDITION DETAIL INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR ROOM NAME 2022 F2 FINISH INDICATOR FURNITURE INDICATOR <EIXXXXX EQUIPMENT INDICATOR WALL /PARTITION TYPE INDICATOR FIXTURE INDICATOR EXIT LIGHT FIXTURE (CEILING MOUNT) SECURITY CAMERA ROOM NAME & NUMBER AND FINISH CODE ABBREVIATIONS AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR D DEEP DOUBLE DOUBLE DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EPO EQ EQUIP ESCAL EXH EXP EXIST EXT FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRPF FRT FS FTG FUT FVC FWC HB HC HD HDBD HOW HDWD HM HO HORIZ HR HT HVAC BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CER CERAMIC CFLG COUNTERFLASHING CG CORNER GUARD CH COAT HOOK CI CAST IRON CIP CAST -IN -PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CT CERAMIC TILE CTR CENTER CU CUBIC DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EMERGENCY POWER OFF EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED ° EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GA GAGE GALV GALVANIZED GEN GENERAL, GENERATOR GFRC GLASS -FIBER REINFORCED CONCRETE GFRG GLASS-FIBER REINFORCED GYPSUM GFRP GLASS -FIBER REINFORCED PLASTIC GL GLASS GYP GYPSUM GYP BD GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT JAN JS JT KIT LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NTS OC OH OD OPNG OPP ORD OTS PBD PC PD PERP PLAM PLAS PLYWD PLYWOOD PNL PANEL PL PROPERTY LINE PR PRK PROP PT PTN QT QUARRY TILE R RCP RD REF REFR REINF REQD REV RFG RM RO RT INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR SINK JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT S SOUTH SC SOLID CORE SCHED SCHEDULE SD STORM DRAIN SECT SECTION SGL SINGLE SHT SHEET SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SQ SQUARE SS SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T &G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAllO THK THINK, THICKNESS TMPD TEMPERED TO TOP OF TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/0 WC WD WH WP WR WT WWF XMFR YD UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF Al DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE Al WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION (VERIFY IF SPECS ARE TO BE ISSUED). 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PROJECT DIRECTORY OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION REP. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -4200 FAX: (206) 281 -0920 ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623 -4646 FAX: (206) 623 -4625 STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525-7560 FAX: (206) 522 -6698 MECH. ELEC. PROJECT ANALYSIS APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE THE ABOVE WITH STATE AMENDMENTS. WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE LAND AREA: 46.15 ACRES. EXISTING GROSS BUILDING AREA: 188,222 S.F. EXISTING BUILDING HEIGHT: 3 STORIES EXISTING PARKING: 188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) SEISMIC DESIGN CATEGORY D OCCUPANCY GROUP: B OFFICE/ ELECTRONIC DATA CENTER (NO CHANGE) CONSTRUCTION TYPE: 1-A FULLY SPRINKLED SCOPE OF WORK CONSTRUCTION OF 4500 SF ELECTRICAL ROOM ON THE FIRST FLOOR. N T TI F HAN CAL C ": • 'OsF. I I REVISIONS: ADDITION OF ELECTRICAL CLOSET ON THE SECOND FLOOR. ADDITION OF CONDUIT CHASE FROM 1ST TO 2ND FLOOR. RELOCATION OF DOOR IN UPS ROOM. REALIGNMENT OF WALLS WITHIN UPS ROOM. BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 LEGAL DESCRIPTION PARCEL 4: MCKINSTRY 5005 3RD AVE S SEATTLE, WA 98134 TELE: (206) 762 -3311 FAX: (206) 832 -8685 VECA ELECTRIC 5614 7TH AVE S SEATTLE, WA 98108 TELE: (206) 436 -5229 FAX: (206) 696 -7329 LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 10 DRAWING INDEX ARCHITECTURAL A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 SPECIFICATIONS A -004 PARTIAL FIRST FLOOR DEMOLITION PLAN PARTIAL SECOND FLOOR DEMOLITION PLAN OrjT110011 I I a1hl01±00laU; .1011314011l0Mri• A -100A PARTIAL SECOND FLOOR PLAN A -102 PARTIAL ROOF PLAN A -800 DOOR & FINISH SCHEDULES & DETAILS A -801 DETAILS 50.1 GENERAL NOTES S1.1 FOUNDATION PLAN S2.1 SECOND FLOOR PLAN S3.1 THRID FLOOR PLAN 54.1 ROOF PLAN 11 j: \projects\sabey \sdc52 \cad dsdc52 \sheets \sdc52_a -00. shit REVISION bD8-,,Sd 12 1-tkVihINED FOR CODE COMPLIANCE PPROV { , R ECEIVE r AIL 31 ZO [)8 PERMIT GEr11 78 11:45:05 AM CUP (s) 2007 CALLI N AUG - 8 2008 City Of Tukwila aUILDING DIVISION Z 0 U) 2 J U A -000 op Q U C/) UJ W F-- Q IC W F- z 0 0 N • cu C 0 C a) C 3 O tu- H r O '- N M N 0 0 N 0 rn C 0 C) C m 0 cq N 0 0 •■' 0 N N a) CO I— OD OD T op Q R co F— ISSUED / REVISED DATE O T 0 'n a ti Q) U OD CD - T a) a0 ao N N Ca CO CO O C N I— IL PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16108 UPS RM REVISION 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 GENERAL INFORMATION SHEET RAINIER COLOR 39,405 S.F. M cLEO USA BUILDING 2 107,489 S.F. OCCUPANCY S PARKING 1/1000 =108 V -N SPRINKLERED UNL AREA LIGHT REALM "H DUMPSTER BUILDING 3 161,445 S.F. OCCUPANCY F PARKING 1/1000 =161 V -N SPRINKLERED 359080 S.F. 2 HR AREA 2 HR AREA SEPARAT I 01 WALL YARD AREA SEPARATION WALL BLDG. 4 3 SWITCH GEAR 249840 S.F. VACANT s I A I f: "'nom y 1 � 341 S. 120TH PL. BUILDING 1 98,564 S.F. PARK OCCUPANCY 1= SWITCH PARK 1 /1000 =99 N GEAR V -N SPRINKLERED 389 083 S.F. 2 HR AREA SEPARATION WALL 28,527 S.F. 2 HR AREA SEPARATION WALL BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V -1 HR SPRINKLERED 39,627 S.F. ENCLOSED !th SEPARATION WALL w 9,558 S oFo N FH, Sec. 9 1/4 Cor. Sec. 10 25' RECIPROCIAL ACCESS EASEMENT ADJUSTED LOT LINE FIRE LANE NOSTANDING OR PARKING AT ANYTIME BLDG. #4 SWITCH GEAR 60' RECORDED ,NON BUILDABLE EASEMENT PROJECT LOCATION 60' RECORDED NON BUILDABLE EASEMENT WE it AND A 10,370.6 sq. it. 0:273808 ' n cres REVlSI N�a� toB18O AUG - 8 2508 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 10 jV projec�sCsabey \sdc52 \caddsdc521sheets\sdc52 a- 001•sht 12 7/T872008 1 AM C PYIRTU;HT () 21117 CACCFSON SITE PLAN z 0 V) J J A -001 2 CD F- w w F- w F- z L 0 0 U- 0 LL M N CD CO rn C 0 0) C CO LO N CID CD co NI- Nt N N N C0 CO (Q CO X 00 M N N a) (0 H 0 0 cc r CO N CO Ca N H ISSUED / REVISED DATE Cn C) PERMIT SET 5/14/08 DIVISION 1 01100 SUMMARY A. This specification includes requirements for several Projects, consequently it may contain elements which do not apply to this particular project. Refer to the Drawings to determine whether the specified element applies to this Project. B. Contact the Building Owner for additional requirements and conditions. 01330 SUBMITTAL PROCEDURES 1. Identify deviations from Contract Documents. Leave space for Contractor and Architect review stamps. A. Submittal Procedure: 2. Review and sign each submittal prior to submittal to the Architect. Unsigned submittals will be returned by the Architect. 3. Transmit each item to the Architect. Include project name, Contractor name, subcontractor or supplier name, and drawing sheet, detail number, or specification section number corresponding to the submittal as appropriate. 4. Make submittals as required to cause no delay in the Work. Allow sufficient time for possible revision and resubmittal of rejected submittals. Coordinate submittal of related items. 5. Revise and resubmit rejected submittals as required to obtain approval, identifying changes made since previous submittal. B. Shop Drawings: 1. Number CT Copies: Submit two copies for review. Architect will produce electrostatic copies for record, and send the original mark up copy back to the Contractor. 2. Drawings shall show quantities, materials, methods of assembly, adjacent construction, dimensions, and all other appropriate information to fully illustrate the work. Show additional elements as specified in the technical Sections. C. Product Data: 1. Mark each copy to identify applicable products, models, options and other data; supplement manufacture's standard data to provide information unique to the work. 2. Submit the number of copies that Contractor requires, plus one additional copy that will be retained by the Architect. D. Samples: 1. Submit samples as specified in the technical sections. 2. Include identification on each sample giving full information. 3. Unless otherwise specified, submit the number of samples the Contractor requires, plus one additional sample, which will be retained by Architect. DIVISION 2 02221 SELECTIVE DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the Work. B. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. C. Carefully remove materials and components to be salvaged or reused at this location. Contact the Owner to determine which items will be claimed. Temporarily store salvage materials and transport them as directed by the Owner. D. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Saw cut concrete, including trenches for new conduit and piping in floor slabs. E. Repair all demolition performed in excess of that required, at no additional cost to the Owner. DIVISION 3 03546 CEMENTITIOUS UNDERLAYMENTS A. Summary: Cementitious underlayments to prepare defective concrete slab surfaces to receive new floor finishes and to provide transition between floor finishes of different elevation. B. Self Leveling and Trowelable Underlayments: Cement based material; minimum 28 day compressive strength 4,500 psi when tested in accordance with ASTM C109; minimum bond strength 200 psi. C. Accessories: Furnish primers, fillers, and other accessories as recommended by the underlayment manufacturer for the conditions of the Project. D. Preparation: Ensure that subfloor is clean, dry, hard, sound, and free of oils, or other substance that would affect proper bonding and curing. Conform to manufacturer's recommendations. Grind down high spots. E. Application: 1. Apply materials in accordance with the manufacturer's recommendations. Use 2. T rimer over substrates as recommended by the manufacturer. olerances: Flat to within 1/4" in 10 feet (FF25, FL20 over test area; FF20, Fi17 local minimum). DIVISION 4 - NOT USED DIVISION 5 - METALS 05400 COLD FORMED METAL FRAMING A. Miscellaneous metal framing - "Unistrut ", 1 5/8" x 1 5/8" framing channels or equal. B.Miscellaneous Metal Framing Installation: 1. Install metal framing in accordance with architectural and structural drawings. 2. Provide manufacturer's standard framing accessories as required to provide complete and rigid framing system. 05735 PERFORATED METALS (NOT USED) A. Security Mesh 1. Type 1 Security Mesh: Amico Security Products ASM .75 -13F steel mesh. Accessories: Secure attachment clips. 2. Type 2 Security Mesh: Riverdale WireWall High Security Fencing -- 1/2" x 3" x 8 Gage mesh fencing. B. Security Mesh Installation 1. Install metal framing in accordance manufacturer's recommendations. 2. For security mesh installed in walls, attachment screws shall penetrate metal stud framing. Security mesh shall be on the non - secure side. 3. For security mesh installed above ceilings or under raised floor, attachment screws shall penetrate metal stud framing. Security mesh shall be on the secure side. DIVISION 6 06100 ROUGH CARPENTRY A. Terminal Backboards: APA AC grade exterior; fire retardant treated; UL "FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -27 Type A for plywood. B. Terminal Backboard Installation: 1. Provide plywood terminal backboard for telephone systems where indicated on the drawings. 2. Mechanically apply directly over gypsum backing board. 06400ARCHITECTURAL WOODWORK (NOT USED) A. Summary: Requirements for the following as applicable to the Project. 1. Standing and running trim. 2. Wood door and glazed relate frames. 3. Plastic laminate and wood veneer casework. 4. Wood veneer paneling. B. Quality Assurance 1. Fabricator: A minimum of 5 years experience in the fabrication of custom architectural woodwork of the type specified. 2. Al Architectural Woodwork shall be under the responsibility, of a single fabricator. 3. Unless specified otherwise, perform work in accordance with AWI G grade standards. C. Referenced Standards 1. Architectural Woodwork Institute (AWI) Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program (Current Edition). D. Submittals: 1. Shop Drawings. Indicate materials, components, profiles and configurations, dimensions, fastening methods, jointing details, colors and finishes, and accessories. Details shall be at a minimum scale of 1 -1/2 inch per foot. 2. Samples: a. Solid Wood with Transparent Finish: Submit 12 inch long samples representative of the maximum range of color and graining to be expected for each species, cut, and finish combination to be provided. b. Veneer Paneling: Submit 8" x 11" samples of each species, cut, and finish combination for each veneer; include core material and edge treatment. c. Prefinished board; include color samples. d. Plastic laminate. 3. Product Literature: Submit literature for casework hardware components. E. Materials: 1. Lumber: a. Transparent Finish Lumber: AWI Grade I; species and cut as listed in the Finish Schedule. b.Opaque Finish Lumber: AWI Grade II Poplar. 2. Plywood: APA rated in accordance with PS 1; 3/4 inch thick AC exterior grade unless indicated or specified otherwise; touch sanded where plastic laminate veneers are to be applied. 3. Wood Veneer Flitches: AWI Grade AA; species and cut as listed in the Finish Schedule. 4. Particle Board: ANSI A208.1; grade M -2 5. Medium. Density Fiberboard (MDF): ANSI A208.2 Class MD. 6. Pre - finished Board: Low pressure melamine over particleboard, MDF, or hardboard core; select colors with closest match to adjacent surface material, unless approved otherwise. 7. Plastic Laminate: a. Brands and colors as scheduled on Drawings. b. Exposed: NEMA LD-3; general and vertical grade, c. Backing Sheets: NEMA LD -3; backing grade; undecorated. F. Accessory Materials: 1. Cabinet Hardware: a. Pulls: 4 inch wire ulls; brushed chrome finish. b. Drawer Slides: 3/4 extension; ball bearing; powder coated finish; rail mount; Blum or approved; load rating as required for the application., c. Concealed Hinges: European style; concealed; self - closing; 125 degree of opening, Blum, Grass or Hafele. d. Cabinet Shelf Brackets: Metal pin style support; chrome finish. e. Wiring Grommets: Doug Mockett and Company, Inc. "TG" Series, or approved; size to match application; standard color with closest match to countertop color, unless approved otherwise. 2. Closet Hardware: a. End Flanges: Polished steel; sized to fit diameter of steel. b. Closet Rod: Knape and Vogt No. 660, brackets 764 /766. 3. Wall Shelf Hardware: a. Brackets: Knape & Vogt No. 185 Anochrome finish; length as appropriate for shelving indicated. b. Standards: Knape & Vogt #85 Anochrome finish. 4. Glass: As specified in Section 08800. G. Standing and Running and Trim Fabrication: 1. Shop cut and mill all lumber to the shapes indicated. 2. Shop fit and assemble to the greatest extent possible. 3. Mill and assemble built -up sections. All glue lines shall be free of squeeze -out where transparent finishes are to be applied. 4. Tolerances for overall assembly dimensions shall be within 1/32 of an inch. 5. Fabricate frames from single length pieces, without joints, for.each straight length. 6. Fabricate from each section from solid stock, except composite construction consisting of fabricator selected solid wood clad with specified transparent finish veneer may be used. Exposed edges shall consist of minimum 1/8 inch thick solid wood to match the veneer. 7. Fabricate to receive glazing with proper clearances for expansion and contraction. 8. Back or kerf cut all trim greater than 2 inch in width, except terminate before exposed ends. H.Veneer Panel Fabrication: 1. Fabricate veneer panels using flitches as selected by the Architect. 2. Fabricate panels with wood veneer over medium density particle board core. Use particle board core unless indicated otherwise. 3. Provide solid wood edging at veneer panels. 4. Arrange veneers within each panel as follows: a. Fabricate each panel from sequential flitches. b. Book match veneers. c. Provide no veneer end joints within each panel. d. Provide grain direction as indicated. e. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 5. All panels shall be book matched and end matched. 6. Panels shall have wood veneer balance sheets with seal coat on the back of each panel. 7. Fabricate panels with joints accurately matched, tightly fitted. (.Casework Fabrication: 1. General Fabrication Requirements: a. Fabricate to the configurations indicated, unless approved otherwise on the shop drawings. b. Provide openings in casework for the incorporation of all electrical and mechanical components. Openings for all plumbing equipment shall be cut from templates obtained from the plumbing equipment installer. C. Adjustable Shelves: All casework shelves shall be adjustable, unless otherwise noted. Provisions for shelf adjustment shall be by adjustable, at 2 inches on center in the cabinet body for the placement of shelf support brackets. Provide 4 supports for each shelf. Drillings shall be in straight even lines. d. Provide all hardware, fasteners, and exposed trim. 2. Plastic Laminate Casework Construction: a. Fabricate casework in accordance with AWl standard section 40Q; custom grade. b. Design: AWI Flush Overlay design, unless indicated otherwise. Joint between exposed doors, drawer faces, and countertop edges shall be 1/8 inch plus or minus 1/16. c. Exposed Surfaces: Plastic laminate clad with matching PVC or self edging, unless otherwise indicated; provide hardwood trim at locations indicated. d. "Inside" Exposed Surfaces of Shelving Units and Cabinets Without Doors: Plastic laminate finished board, with exposed edges banded with plastic laminate self edging or PVC tape to match face color. e. Semi_ Exposed Surfaces: Prefinished board, unless indicated otherwise. f. Provide vertical grade plastic laminate, except use general purpose grade at countertops. g. Backs of Doors and Drawers Prefinished board. II. Particle board shall be minimum 3/4" thick unless indicated otherwise. Shelves shall be 1" thick, minimum. 3. Transparent Finish Wood Casework Construction a. Fabricate transparent finish wood casework in accordance with AWI standard section 400; "Premium" grade. b. Fabricate wood casework with wood veneer over medium density particle board. Provide solid wood edging at veneer panels. c. Veneers shall be as follows: 1) Fabricate each panel from sequential flitches. 2) Book match veneers. 3) Provide no veneer end joints within each panel. 4) Provide grain direction as indicated. d. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 4. Countertops: a. Fabricate countertops from particle board and general purpose grade plastic laminate in the shapes indicated. b. Where countertops are indicated with sinks, use exterior grade plywood in lieu of particle board. 5. Wall and Closet Shelf Fabrication: Fabricate from prefinished board; edge banded with matching PVC edging unless indicated otherwise. J.Shop Finishing: 1. Shop finish all architectural woodwork wood surfaces. 2. Sand all exposed and semi-exposed wood surfaces smooth, always sanding in the direction of the wood gqrain. 3. Transparent Finish Coating: Transparent Finish Coating: AWI Premium grade (waterborne conversion varnish); satin sheen; spray application. K.Standjnqq and Running Trim Installation: 1. Jointing: Make alT joints to conceal shrinkage; miter all exterior corners; cope all interior corners, miter or scarf all end-to-end joints; install all trim pieces as long as possible, jointing only where solid support is obtained. Make no joints closer than 4 feet to corners. . 2. Lengths of Material: Use random lengths and show typical joint locations on shop drawings. The minimum length shall be 8 feet, except where short lengths are required by field conditions. 3. Fastening: a. Install all items straight, true, level, plumb, and firmly anchored in place. Where blocking or backing is required, coordinate as necessary with other trades to ensure placement of all required backing and blocking in a timely manner. b. Unless approved otherwise, use concealed fastening methods. c. Where exposed fasteners are approved, fasten trim with finish nails or screws of proper dimension to hold the member firmly in place without splitting the wood. On exposed finish work, set all nails and screws and putty. Align exposed fasteners for uniform pattern; random or "shotgun" patterns will not be accepted. 4. Select and arrange standing and running trim so that abutting members have a similar grain and color match to the greatest extent possible. L.Veneer Paneling 1. Install paneling as indicated in accordance with AWI Section 500C Premium grade standards. 2. Install wood paneling over wall surfaces by concealed clips, hangers, or blind fasteners, unless approved otherwise. 3. Where cleat systems are used to anchor paneling, provide fire blocking in both vertical and horizontal directions 8 feet on center maximum, or as required by code. 4. Cut and fit each panel to it particular position including cutting around items which cannot be remounted to panel face, and predrilling for holes for wire access for electrical devices to be mounted on the panel face. M.Casework Installation: 1. Coordinate casework installation with work of other trades for final electrical and mechanical connections. 2. Install casework plumb, square, level, and securely fastened in position indicated on the Drawings. 3. Fasteners shall be in concealed or semi - concealed locations, unless approved otherwise. 4. Avoid damaging finished surfaces. Repair or replace all damaged materials and surfaces in a manner approved by the Architect. N.Site Finishing: 1. Set all exposed fasteners. 2. Apply matching non - shrink wood filler to exposed fastener indentations. and other minor imperfections. 3. Items which have been shop finished shall be retouched as necessary to conceal all damage and blemishes. Items which cannot be successfully repaired shall be replaced with new complying items. DIVISION 7 07920 JOINT SEALANTS A. Sealants: 1. Type A: ASTM C834; Tremco "Acrylic Latex Caulk ", Pecora "AC -20 ", Sonneborn "Sonolac" or approved. 2. Type SM: Mildew Resistant Silicone Sealant: USDA Approved; Dow Corning 786 by Dow Chemical, GE Sanitary Sealant or Approved; clear. B. Preparation: 1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materials and other foreign matter that might impair adhesion of sealant. 2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 3. Place backing materials to achieve proper sealant width /depth ratios. Use bond breaker where required. C. Installation: 1. Install, sealants in accordance with the manufacturer's recommendations. 2. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. D. Schedule: 1. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent construction. 2. Type SM: Provide at joints around countertops in Breakrooms. DIVISION 8 08300 SPECIALTY METAL DOORS AND FRAMES A. References: 1. National Fire Protection Association (NFPA): NFPA 80 - Fire Doors and Windows. 2. Steel Door Institute (SDI): a. SDI -100 - Standard Steel Doors and Frames. b. 501 -105 - Recommended Erection Instructions for Steel Frames. 3. ASTM F476: Standard Test Methods for Security of Swinging Door Assemblies B. Security Door Products 1. 5 -15 -60 Minute Forced Entry Protection: U.S. Bullet Proofing Model USSD 3000 Steel Door. Flush opaque style, prime painted finish. 2. Provide manufacuturer's standard steel frame, prime painted finish. in B. Quality Assurance: 1. Conform to requirements of SDI -100. 2. Regulatory Requirements: a. Installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. b. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Assemblies shall meet jurisdictional requirements for positive pressure. c. Where a hollow metal frame is used as a glazed opening in an interior fire rated wall assembly, the frame shall be labeled to match the fire rating required for a door assembly in the fire rated wall, except in a 1 hour fire rated corridor wall assembly, the glazed frame shall be labeled to a 45 minute rating. In a 1 -hour fire rated corridor wall assembly, where the doorframe is integral with the glazed frame the frame shall have a 45- minute rating. 3. Include "t" label on fire rated door assemblies which are located at 1 hour rated exit corridors when required by local jurisdiction. C. Doors: 1. SDI -100, Seamless Design. 2. Minimum 18 -gage face sheets for interior doors; minimum 16 gage face sheets for exterior doors. 3. Core: Vertical steel stiffeners with sound deadening fill between stiffeners, or resin impregnated kraft paper honeycomb core. 4. Provide continuously welded seamless edges. No plastic fillers will be accepted. D. Fully Welded Frames: 1. Design: Double rabbet, unless indicated otherwise; fully welded. 2. Minimum 16 gage for frames of door openings up to and including 4 feet in width. E. Accessories= 1. Glazing Stops: Rolled steel channel shape, butted corners; prepared for countersink style tamperproof screws. F. Fabrication: 1. Shop - fabricate units to accommodate the hardware. 2. Fabricate frames and doors with hardware reinforcement plates welded in place. Reinforce for butts, closers, and other similar moving hardware items. Reinforcing shall be minimum 3/16 -inch steel plate. Reinforce each butt with minimum 10 -1/2 x 1 -1/2 inch plate on hinge sides of both door and frame. Reinforce for closers the full width of the door. G.Installation of Welded Frames: 1. Install frames in accordance with SDI -105, and in accordance with labeling requirements. 2. Installation Tolerances a. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. b. Install doors plumb and level to 1/16 inch in 7 feet. H. Door Installation: As specified in Section 08799. 08120ALUMINUM DOOR AND OFFICE FRONT FRAMES (NOT USED) A. Submit product data. B. Frames: Provide building standard aluminum frame systems. In the absence of a building standard rovide systems similar to the following: 1. Series 487 FAsTrak/ /Office Front System by US Aluminum /RACO, Houston, TX. (800- 272- 7226), or approved. 2. Description: Manufacturer's standard knock -down design extruded aluminum door and office front frames, including neoprene or vinyl glazing gaskets at glazed openings, and sound and light seal at door stops; flush design with snap -on trim covers; 1 -1/2 wide trim face; configure to fit the wall thicknesses indicated.. 3. Finish: As scheduled on the Drawings. C. Installation of Frames 1. Install frames in accordance with manufacturer's recommendations and approved shop drawings. Install fire rated frames in accordance with labeling requirements and NFPA 80. 2. Installation Tolerance: 1/16 inch maximum diagonal distortion measured with straight edge, corner to corner. 08210 WOOD DOORS (NOT USED) A. Regulatory Requirements: 1. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Meet code requirements for positive pressure. 2. Installed Doors and frames shall conform to NFPA 80 for fire rated class indicated. B. Submit product data. C. Solid Core Flush Doors: Provide building standard wood doors. In the absence of a building standard iprovide doors which conform to the following: 1. AWI Section 13U0, Premium grade; PC -5 or PC -7; 1 -3/4 Inch thick, unless scheduled otherwise. 2. Core: Solid particle board core, unless required otherwise for fire labeling requirements. 3. Face Veneer: As scheduled. At transparent finish doors, edges shall be wood to match face veneer; no finger joints will be permitted except at paint grade doors. 4. Factory pre -glaze doors with wood stops except as required for labeling requirements. 5. Where intumescent seals are required to meet positive pressure labeling requirements, provide concealed edge sealing system built into the door edge. D. Stile and Rail Type Glazed Doors: Provide building standard wood doors. In the absence of a building standard, provide doors which conform to the following: 1. AWI Section 1400, Premium grade; 1 -3/4 inch thick, unless scheduled otherwise.. 2. Provide veneered stiles and rails with glued up lumber or plywood veneer core. 3. Face Veneer: As scheduled: a. Transparent Finish: AWI Grade AA; species and cut as listed in the Finish Schedule; minimum 1/50" thickness for panels; minimum 1/8 inch thick at stile and rail edges; 12% moisture content; book matched at panels. b. Paint Grade Veneer: Medium density overlay r paint grade birch. 4. Where indicated, provided factory preglazing with 1/4 inch tempered glass units as specified in 088QQ. Q. 5. At transparent finish doors, edges and stile and rail moldings shall be solid stock wood to match' face veneer; no finger joints will be permitted. E. Fabrication: 1. Bevel lock and hinge edges 1/8 inch in 2 inches on all single acting doors. 2. Bond edge banding tp solid core with hot melt or RF cured adhesive. 3. Prefit and pre - machine doors in accordance with AWI 1300 -S -6. Premachine for door hardware. 4. Prefinish doors to match Architect's sample; AWI System Premium Grade U -V Cured Polyurethane. 5. Flush Door Blocking: For flush doors, provide solid lock blocks and special blocking as required for the hardware components specified elsewhere. Blocking for fire rated doors shall meet the door manufacturer's labeling requirements. F. Installation: In accordance with Section 08799. Eel b08-260 12 KB/ ED FOP, \ CODE COMPLIANCE OP ME A - 8 aril Of Tu'kila 'WILDING MOM RECEevPr JUL 31 2008 PERMIT CEN I t- Q' co 0 U 0) w H 0 L1G h- Z A -002 ai 7 co a) U co CL 0 CO CD N Co CO a N I- SPECIFICATIONS N co a cc rn a) m a) CO co 0) co z LC) N CO CO N Co CO a N U. a a ti ao 03 N CO a N I- a a N CO N CO a N u- ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 A 08710 DOOR HARDWARE A. Code Requirements: 1. All finish hardware shall comply with applicable local and /or stgte current building codes. 2. Hardware for fire -rated openings shat comply with fire and building codes applicable to the is located. Provide only hardware which has been tested district in which the building y n to and listed by UL for the types and sizes of doors required, and which complies with the requirements of the door and doorframe labels. 3. Provide smoke seals as required at each fire -rated opening. B. Keying: 1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly. Owner's representative will coordinate keying requirements with authorized representative of Hardware Supplier. 2. Stamp "Do Not Duplicate" on all keys. C. Hardware: Provide .building standard hardware as listed on the Door Schedule. Conform to the additional requirements specified below 1. Butts: Provide butts of wider throw to suit conditions for 1801 operation of doors, structural conditions ermitting. 2. Locksets, Deadlocks, Cylinders and Padlocks: a. Provide new cylinder at each existing door that has deadlock or lockset. b. Provide lock strikes with minimum projection to protect trim; curved lip. c. Provide wrought boxes for locksets and deadlocks. d. Provide deadlocks with armored fronts. e. Function as indicated in hardware s. rou 9 P 3. Door Closers: a. Mount overhead closers on interior side of door. No thr.0 bolts. b. Provide mounting brackets and proper length arms to suit all conditions. Provide arm options as scheduled or recommended by manufacturer. c. Sizes shall be as recommended by the manufacturer. Closers shall have a 5 -year unconditional ,guarantee. Finish shall match locksets d. Provide plastic covers at overhead closers unless otherwise indicated; match finish of lockset /latchset at each door. e. Closure Pressure: Set to 8.5 pounds for exterior doors and 5 lbs for interior doors, per current requirements of the Americans with Disabilities Act. 4. Silencers: Provide silencers for all door jambs without gaskets; 3 for single jambs and 4 for double jambs. 5. Magnetic Locks: RCI Series 8300, or equal. Provide single or double lock configuration for single or pairs of doors. For swinging doors, provide 1500* holding force, for sliding doors, provide 750* holding force. D. Installation: As specified in Section 08799. 08799 DOOR AND HARDWARE INSTALLATION A. Door Installation: 1. Install doors in accprdance with the door manufacturer's printed instructions. 2. Except where specified otherwise in the respective door sections, maintain clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2 inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4-inch clearance from bottom of door to top of threshold. 3. Install hollow metal doors in accordance with ANSI A250.8 and HMMA 840. 4. Install fire rated doors in accordance with NFPA 80. 5. Install doors to operate freely, but not loosely, free from hinge bound conditions, sticking or binding. Do not install in frames which would hinder operation of doors. 6. Ensure doors are free from rattling when in latched position. B. Finish Hardware Installation: 1. Install hardware plumb, level and true to line in accordance with manufacturer's templates, 2. I printed instructions and Project conditions. nstall fire rated hardware in accordance with NFPA 80. 3. Do not install surface mounted items until finishes have been completed on the substrate. 4. Coordinate installation of electronic hardware with electrical service and fire alarm system as applicable. 5. Hardware Mounting Heights: Mounting heights are based on recommendations of the National Builders Hardware Association (NBHA). 6. Floor Stops: Locate floor stops free from foot traffic. 08800 GLASS AND GLAZING A. Materials: 1. Clear Glass: ASTM C1036 Type I, class 1 clear quality q3 lazin select. 2. Wire Gloss: ASTM C1036; type II, class 1(c'ear), dorm 1, Quality q Mesh m2 Square, polished, 1/4 inch minimum thickness. Comply with NFPA 80 requirements for fabrication and identification with permanent listing mark, as required for use in fire assemblies. 3. Accessories: Provide setting blocks, spacers, gaskets, sealants, and other glazing accessories. B. Fabrication: 1. Tempered Glass: a. Certified safety glass in accprdance with ANSI Z97.1. b. Fabricate tempered glass units so that principle distortion will be in the horizontal direction in the finished installation. c. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code authorities. C. Installation: 1. Glaze in accordance with Glass Association of North America (GANA) Glazing Manual. 2. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in other sections. Where no gaskets are provided use glazing tape, unless otherwise required for fire rating equirements. 3. Glaze fire rated doors and windows in accordance with NFPA 80, unless required otherwise by the labeling requirement of the frame. 4. Adjust glazing materials to form a uniform sight line. DIVISION 9 FINISHES 09111LIGHTGAGE METAL SUPPORT FRAMING A. System Description: 1. Select framing systems, gages, supports, bracing, and connections as necessary to resist the structural design loads specified. 2. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide heavier gages and decreased stud spacing as necessary to meet the structural requirements. 3. Structural Requirements: a. Design Loads: 5 pounds per square foot uniform live load, plus dead loads. b. Deflection Requirements: Maximum of 1/240 the span. B. Code Requirements: 1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall have been tested in accordance with ASTM E119, and shall be approved by the local jurisdictional code PP Y jurisdictional Coordinate installation of other materials that are a part of each assembly. 2. Fire rated construction joint assemblies at partition heads shall have been successfully tested in accordance with the dynamic requirements of UL 2079, including hose stream test, to meet the hourly fire ratings of the construction being sealed. C. Materials: 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat shaped furring channels, and other sizes and shapes as indicated; minimum 25 gage. 2. Fire Rated Partition Head Systems: a. Runner: "Fire Trak" by Fire Trak Corporation Kimball MN (612- 398 - 7800). b. Mineral wool packing material and void fill material per UL rated assemblies for dynamic wall head conditions as detailed in the drawings. 3. Screws: Self- tapping; low profile head. 4. Other Framing Materials: Furnish in accordance with ASTM C754. D. Partition Framing: 1. Runners: a. Secure floor runners with fasteners at maximum 24 inches o.c. At concrete floors, use powder driven fasteners or drilled in concrete anchors. Verify location of tendons and conduit which may be embedded in concrete floors. b. Where walls are indicated as not being continuous to structure above, attach top runner to acoustical ceiling grid with screws at 24 inches on center. Provide spacer strip between runner and ceiling suspension system to allow tegular or reveal edge acoustical panels to clear partition. c. Install fire rated partition head systems in accordance with the UL assemblies indicated on the Drawings to meet the specified fire rating requirements. d. Provide 2 inch extended leg overhead track at full height partitions subject to structural deflection. 2. Unless indicated otherwise, install studs vertically at the spacing indicated on the Drawings, and not more than 2 inches from abutting construction, at each side of openings, and at corners. 3. Brace partition framing system and make rigid. Provide diagonal stud bracing at 8 ft on center at all framing that does not extend to structure. 4. Install double studs continuous from floor to top track at the jamb of each doorframe and cased opening. Studs shall have the same gage as the adjacent studs, but in no case less than 20- gage. 5. Provide minimum 20 gage studs at all.partitiops supporting casework pr counter tops. 6. Coordinate erection of stud system with requirements of door and relate frames, fire extinguisher cabinets and other construction within mounted partition construction. 7. Coordinate the installation of framing with the gypsum board installer to ensure support at all board edges. 8. At non -load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs 1/2 inch short from full height. Do not rigidly connect stud to top runner. 9. Stud Bridging: a. M interior partitions _greater than 4 feet in length, and with rigid facing material on one stud flange only, provide 3 bridging channels in horizontal rows at a maximum of 5' -0" on center for the full height of the partition. . b. Interior full height partitions (studs extending from the floor to the structure above) with rigid facing material stopping 3'-0" or more below top of studs: Provide one row 3/4" bridging channel horizontally at termination of gypsum board material, and one additional row for each 5' -0" of exposed studs. c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." Attach bridging channel to each stud as shown in manufacturer's printed instructions. E. Ceiling and Soffit Framing: Provide metal stud framing in the configurations indicated. F. Backing: 1. Provide steel backing, unless indicated otherwise, for the support of .wall mounted items. 2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly to the studs. Provide backing with returned edges at door stop locations. Provide 12 gage backing plates at handrails. 3. Fire retardant treated wood backing may be used at the Contractor's option. All fire retardant treated wood materials shall bear ❑ UL FR-S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -20 Type A for lumber and AWPA C -27 Type A for plywood. G. Installation Tolerances: 1. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. 2. Locate assemblies within 1/4 inch of required locations. 09250 GYPSUM BOARD A. Materials: 1. Standard Gypsum Board: ASTM C1396; use type X at fire rated construction; thickness as indicated on the Drawings. 2. Accessories: a. Trim: Concealed flange crimp -on or tape -on type; metal or PVC at Contractor's option; GA 216. b. Joint Compound, Tape and Finishing Compound: ASTM C475 and GA 216. c. Prime Coat: USG /Beadex Manufacturing p Company (Auburn, WA; 253 - 931-6600) "Precoat." B. Installation: 1. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard." 2. At fire rated construction, provide assemblies meeting the hourly fire ratings indicated. Assemblies shall match the UL assemblies indicated on the Drawings. 3. Screw- fasten board to framing, unless approved otherwise. 4. Levels of Finish: a. Level 5: 1) Surfaces perpendicular and adjacent to or near exterior windows, and surface mounted light fixtures. 2) Surfaces to receive deep tone colors. 3) Main lobby walls. 4) Curved surfaces. b. Level 4: Provide unless indicated or specified otherwise. c. Level 3: Surfaces to receive fabric wall covering. d. Level 2: Not used. e. Level 1: Surfaces of fire rated assemblies concealed from view in the finished work ( "fire- taping "). f. Level 0: Provide at surfaces of non -fire rated assemblies concealed from view in the finished work, including surfaces to be covered by permanently mounted casework, and wood g. L paneling, evel 4 and 5 finishes: Return to the site after primer is applied, and touch -up surface defects. h..Finish existing gypsum board surfgces to,rem❑in to match new gypsum board surfaces. 5. Prime coat material may be used in lieu of joint compound as skim coat at surfaces indicated for Level 5 finish. 09510 ACOUSTICAL CEILINGS (NOT USED) A. Products: 1. Ceiling Tile: Building Standard, unless otherwise indicated in the Finish Schedule. 2. Suspension System: Building Standard, unless otherwise indicated in the Finish Schedule. B. Installation: 1. Install system in accordance with ASTM C636. 2. Install grid at the levels indicated, within the specified tolerances. Center system on room axis according o reflected ceiling plans. 3. Hang system independent or walls, columns, ducts, pipes and conduit. Where ducts or other equipment prevent the regular spacing of hangers provide secondary carrying members for indirect support of the suspensions system, or reinforce the nearest adjacent hangers and related carrying channels as required to span the required distance. 4. Provide all ancfiors required for the installation of the ceiling system. Do not anchor system in any manner that might cause damage to, the structural system. 5. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the surfaces encountered. 6. Fit acoustic - lay -in panels in lace, free from damaged edges or other defects detrimental to appearance and function. Fit border units neatly against abutting surfaces. Scribe and mill recessed tegular edge into partial border units supported at edge by wall molding. 7. Hold -Down Clips: Install hold -down clips at panels within 20 feet of an exterior door. 8. Tolerances: a. Variation form Flat and Level Surface: 1/8 inch in 10 feet. b. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 09650 RESILIENT FLOORING (NOT USED) A. Submittals: Submit samples of each type of resilient flooring. B. Materials: 1. Resilient Flooring: As listed in the Finish Schedule. I 2. Latex Underlayment: Portland cement /latex patching and ve " a Iing,compaund. 3. Primers and Adhesives: Types as recommended by resilient flooring manufacturers for specific application CRI /IAQ "Green Label." 4. Transition Strips: Configurations as shown on the Drawings; colors to match adjacent resilient floor finish. C. Preparation: Install latex underlayment to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler until set. D. Resilient Flooring nstallation: 1. Install resilient flooring where scheduled in accordance with the manufacturer's recommendations. 2. Unless indicated otherwise, install resilient flooring with joints and seams parallel to building lines. 3. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and where no threshold is indicated. 4. Install edge .strips at unprotected or exposed edges where flooring terminates. 5. Scribe flooring walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints. place; press with heavy Set flooring in plat p y roller to ensure full adhesion. E. Special Requirements for Resilient Tile (where resilient tile flooring. is_ shown): 1. Install tiles in pattern as indicated on the Drawings. When not indicated, install with minimum tile width 1/2 full size at room or area perimeter, unless indicated otherwise. 2. Arrange to square grid pattern with all joints aligned. For tile with a directional characteristic, verify orientation with the Architect prior to proceeding. F. Special Requirements for Sheet Flooring (where sheet flporing is shown): 1. Install sheet flooring to a minimum 173 full material width, with length of sheet parallel to length of room. Where cutting is required, double cut and weld as specified. Trim in accordance with manufacturer's instructions. 2. Heat weld seams on accordance with the manufacturer's printed instructions. Use welding rod in color as selected by the Architect.. 3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum number of seams. G. Use silicone sealant to seal joint between flooring and adjacent materials at restrooms, bathrooms, breakrooms, and other moist locations. 09658 RESILIENT BASE A. Submittals: Submit samples of each type of resilient base. B. Materials: 1. Resilient Base: As listed in the Finish Schedule 2. Adhesives: Types recommended by base manufacturers for specific application; CRI /IAQ "Green Label." C. Installation: 1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's recommendations. 2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints in each run. No section may be shorter than 48 inches, except as required by wall conditions. 3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled. 4. Miter or cope inside corners for accurate fit. Scribe and fit to doorframes and other obstructions. 5. Outside Corners: a. Score back of base material with grooving tool and accurately align to corner. b. Firmly adhere to wall at both sides of corner with no visible gaps at top of base. c. Stretch toe of coved base for smooth transition around corner, with toe in uniform contact with the finish flooring. 6. Remove excess adhesive from surfaces without damage. 09680 CARPET (NOT USED) A. Submittals: Submit samples of each type of carpet. B. Materials: 1. Carpet: As listed in the Finish Schedule. 2. Pad: 32 oz /8.5 *; synthetic felt cushion; garneted construction; recommended for double stick application. Provide unless scheduled otherwise on the Drawings. 3. Accessories: a. Adhesives: CRI /IAQ "Green Label; use adhesives as recommended by the carpet manufacturer. When none is recommended, use adhesives as recommended by one of the following adhesive manufacturers for the application: 1) Roberts, a QEP Company (Henderson, NV; 800- 423 -6545. 2) Para -Chem (Simpsonville SC; 864 -967 -7691) 3) WF Taylor (Fontana CA; 800- 397 -4583) b. Latex Underla ment: Portland cement /latex patching and compound. C. Edge Strips: y Vinyl reducer strips as indicated on the Drawings; size as appropriate for conditions; color as selected to match adjacent carpet material. C. Preparation: 1. Clean floors of dust, dirt, paint, joint compound, and other substances which would be detrimental to the proper performance of adhesive and carpet. 2. Fill low spots and cracks over 1/8 inch in width with latex underlayment. D. General Installation Requirements: 1. Install carpets in strict accordance with the respective manufacturer's printed instructions for the type of substrate and application indicated. 2. Carpet installation shall be tight, flat to the subfloor, and shall present a uniform appearance. 3. Provide color, pattern, and texture match within each area. 4. Seams shall be strong, tightly butted, and flat. 5. Unless otherwise indicated, install resilient edge strips at carpet edges where carpet meets hard surface flooring. At door openings, center resilient edge strip under door. E. Roll Stock Carpet Installation (where indicated): 1. Roll stock carpet shall be glue mounted, unless scheduled otherwise. Where carpet and pad is indicated provide double stick glue application. 2. Installation shall be done using sequential rolls. 3. Install all patterned carpet with exact end and side matches. 4. Apply seam sealer to cut edges of tufted loop pile and woven carpets prior to seaming. 5. Make seams straight and uniform. F. Caret Tile Installation (where indicated): 1. Carpet releasable adhesive in accordance with adhesive manufacturer's recommendations using Y g a roller to ensure 100 percent coverage. Each carpet tile shall be fully adhesively bonded. 2. Orient tiles as scheduled on the Drawing. When not scheduled contact the Architect to verify orientation 3. Lay out area such that cut perimeter tiles will be not less than 8 inches wide. Commence laying in center of room or space and work toward perimeters; cut border tile after field tiles have been installed. Cut carpet evenly and accurately to fit neatly at walls, columns, and projections. Lay tile square with area of installation. Joints shall be tight and unnoticeable upon completion. 4. Cutting of carpet for telephone and electrical outlets shall be the responsibility of the carpet installer. 5. Carpet tile installation shall be rolled and rerolled on the day following installation to assure complete transfer of adhesive. G. Remnants: Upon completion of the installation, contact the Owner's Representative for selection of carpet remaining after trimming. Carefully wrap and mark separately the selected remnants. Remove and dispose of remainder at a legal off -site location. 096900 ACCESS FLOORING A. Products. 1. Solid Panels: Building Standard 24" x 24" HPL covered concrete filled panels. 2. Perforated Panels: Building Standard 24" x 24" perforaterd panels, min. 25% open area, non - dampered. 3. Bolter Stringers: Buiilding Standard 48" and 24" longe metal stringers. Bolted to pedestals in basket weave configuration. uration. g 4. Pedestals: Building Standard adustable access floor pedestals, to provide 1' -6" high access floor system. B. Installation. 1. Install access floor system in accordance with manufacturer's standard instructions. 2. Secure to slab per structural engineer's recommendations. 3. Install additional pedestals at permiter conditions as required to provide stable floor surface. 09720 WALLCOVERINGS (NOT USED) A. Submittals: Submit samples of each type of wall covering. B. Materials: 1. Wall Coverings: As listed in the Finish Schedule. 2. Adhesives: As recommended by the wall covering manufacturer; CRI /IAQ "Green Label." C. Pre aration: es mechanical diffusers, escutcheons, registers, ur 1. �emove electrical outlet and switch plates, m c h surface hardware, fittings, and fastenings prior to starting work store during and replace after work. 2. t existing painted surfaces, evenly roughen with a medium grit garnet y t paper, wash with TSP, wipe clear water, allow to dry, and size with wall covering adhesive. D. Installation: 1. Install wall covering in accordance with the wall covering manufacturer's recommendations. 2. Install wall covering secure, smooth, clean, and without wrinkles, gaps or overlaps. 3. Extend wall covering continuously behind such items as mirrors, and other items which are close to but not touching walls. 4. Provide double -cut seams on nonmatch patterns; butt seams on match patterns. Horizontal seams are not permitted. 5. Fabrics: a. Use fabric. rolls is consecutive numerical sequence of manufacture. b. Place fabric sections consecutively in exact order in which they are cut from the roll including filling all spaces above or below windows, doors, relites, or similar penetrations. c. Trim patterned fabrics which are not factory pretrimmed on a work table with a straight edge and an industrial razor blade for exact pattern match. 6. Excess Yardage: Carefully wrap the excess yardage and deliver to a location on site as directed by the Owner. Remove remainder from the site and dispose of legally. 09900 PAINTING A. Submittals: Submit 8 x 10 inch samples of each paint color and sheen proposed for the work. B. Materials: The products and colors are specified as the standard of quality. Equal "first quality" commercial products from other manufacturers may be used, subject to color and sheen match. C. Surface Preparation: 1. e Pr are surfaces by removing all dirt, dust, grease, oil, moisture, and other y g , g r contaminants which would impair the proper adhesion of the finish; seal substances which could bleed through. 2. Ferrous Metal Shop Primed under other Sections: Sand damaged surfaces smooth and immediately apply touch up primer. Roughen shop primed surfaces with metal preparation pad. 3. Wood and MDF- Opaque paint finish: Fill all nail holes and other surface imperfections; sand filler smooth and level with adjacent surface. 4. Lightly sand or degloss existing semi -gloss and high -gloss finishes before refinishing. D. Application Requirements: 1. Paint coatings shall be free of dust, dirt, flow lines, streaks, sags, blisters, pinholes, runs, or other surface imperfections. 2. Follow paint manufacturer's instructions for general application procedures and coverage rates. 3. Opaque Finishes: a. Apply number of coats scheduled for each application, except apply additional finish coats as necessary for complete. hiding of substrate colors. b. Apply primer coats un- tinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade). 4. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch. 5. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller-applied, or spray applied and backrolled et Contractor's option. 6. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage to factory prime coating. E. Systems: 1. Gypsum Board - Latex System: a. System: 1 coat PVA primer; 2 coats of latex paint. b. Sheen: Satin sheen, unless indicated otherwise. c. Application: Interior gypsum board surfaces, unless noted otherwise. 2. Interior Pre-- rimed Ferrous Metal - Latex S stem: a. System: three coats; first coat acrylic D M primer; second and third coats acrylic latex finish. The primer may be omitted at factory - primed surfaces, except as necessary to recoat damaged or abraded preprimed surfaces. b. Sheen: Semigloss, unless indicated otherwise. c. Application: Interior ferrous metal surfaces including hollow steel metal doors, access doors and panels, and fire extinguisher cabinets. 3. Interior Wood and MDF Surfaces - Opaque Latex System: a. System: Three coats; first coat latex or alkyd primer; second and third coats latex finish. b. Sheen: Semi - gloss, unless indicated otherwise. c. Application: Interior wood and MDF surfaces scheduled to receive opaque painted finishes. DVISION 10 SPECIALTIES 10605 WIRE MESH PARTITIONS (NOT USED) A. Partitions Frame and Wire Mesh: 1. Wire: *10 W &M gauge steel wire 1 -1/2" diamond mesh, clinched to channel frames. 2. Vertical Frames: 1174" X 5/8" roll formed 12 gauge 'C' shaped channel, specially formed to prevent telescoping, and provided with holes for bolting to adjacent panel. 3. Horizontal Frames: 1" x 1/2" roll formed 12 gauge channel using mortise and tenon construction for extra strength. 4. Center Stiffeners: (2) 1" X 1/2" roll formed 12 gauge channels riveted and welded for greater strength and rigidity. 5. Top Capping Bar: 2 -1/4" X 1" roll formed 12 gauge channel with 1/4" 'U' bolts 24" o.c. 6. Floor Shoes: Aluminum 2" high with set screw adjustment. 7. Corner Posts: 1 -1/4" X 1 -1/4" x 1/8" 90 33/64 angle. 8. All hardware and anchors are furnished for a complete installation. B. Door and Frame: 1. Doors: a. Sliding: Constructed of 1 -1/2" x 3/4" x 12 gauge channel frame banded with 1/8" x 1 -1/2" flat bar top and sides. Door to have (2) four -wheel hangers with box track. 2. Floor Brace: 3 -1/2" x 1 -1/2" roll formed 12 gauge channel brace with base plate and mounting anchors. 3. Adjustable Panel: 1-1/2" diamond *9 expanded metal panel securely attached with 1/4" machine screws to 1 -1/4" x 1 -1/4" angle. 4. Locks: Doors are equipped with mortise type cylinder locks operated from outside with key, and from inside with recess knob. Padlock hasps also available. C. Finish: An HVLP applied shop coat of machinery gray enamel. Standard options include gray, tan, safety yellow, black, blue, red prime, and hot dipped galvanized. Special colors are available upon request. INSTALLATION 1. Install Work under this Section in accordance with manufacturer's printed recommendations. 2. Erect partitions plumb, rigid, properly aligned, and securely fastened in place. Adjust opening and closing units to operate freely without bind. 3. Provide additional field bracing as necessary for rigid, secure installation. 4. Install all accessories required for a completed installation. 5. Touch up paint damaged finish after completion of installation using field-applied paint to match color of shop-applied finish. 109013 MISCELLANEOUS SPECIALTIES A. Products. 1. Cable Grommets: KoldLock Integral Model No. 1010, Overall size: 1" x 8 1/4" x 1 5/8 ". B. Installation. 1. Install all specialties in accordance with manufacturer's standard instructions. 104400 FIRE PROTECTION SPECIALTIES A. Products. 1. Clean Agent Type (FE1): Heavy duty aluminum tank; UL Rating 10 - B:C with DuPont FE-36 fire extinguishing clean agent propellant; 10 lb capacity, red enamel B. fittitbRaittal valves and siphon tubes. Surface mounted wall brackets. 1. Install all specialties les in accordance standard instructions. t ccordance with manufacturer's stands d r 2. Install fire extinguishers plumb and secured to wall framing. Provide wall blocking as required. 3. Fire extinguishers shall be installed, charged, tagged and dated not more than 30 days prior to Substantial Completion. 16240 SPILL CONTAINMENT (NOT USED) A. Products. 1. Containment System: Enviroguard "Hawk" Spill Containment System. Complete lead acid containment system with battery room compliance products. 2. Containment Barrier: 1/2" x 4" high polypropelene. Sized to be 4" greater in width than battery cabinet. 3. Containment Liner: 80 -mil thick acid resistant liner with factory formed corners. 4. Acid Neutralizing Pillows: VRLAPAD pillows, 12" x 12" and neutralization and absorbtion SOC, 4' x 24 ". Provide 107. spare pillows and SOCs. 5. Spill Clean Up Kit: 10 lbs. of electrolyted neutralizer, pH test kit, two sets of resistant loves two sets of eye protection, g ye pr tect an, two Tyvek coveralls, two 4" neutralization and absorbtion socks, and complete instructions, contained in 20 gallon DOT container. 6. Eye Wash Station: Gravity emergency eye wash station with 16 gallons of water with a non -toxic bacteriostaic additive. 7. Battery Room Signs: Comply with IFC 2003, Section 609.8 Signs. Signs shall be affixed to exterior of main entrance door. B. Installation. 1. Install containment system in accordance with manufacturer's standard instructions. 2. Install curb around area of battery cabinet. 3. Install liner under battery cabinet and wrap up curb, terminate with cap. 4. Seal all penetrations for battery cabinet support framing with manufacturer's provided sealant. 5. Fill complete area within containment curb with neutralization pillows and SOCs to provide complete coverage. 10 11 j \projects\sabey\sdc52\caddsdc52 \sheets \sdc52 a- 003.sht REVS X66 -28Q 17 REVIEWED 1-OR CODE COMPLIANC AUG -82109 City OTTukonla BUILDINDIVISIO RECEWED JUL 31 2008 PERMIT CENTER 7/1872008 1-1:45 :25 AM COPYRIGHT (g) 2007 CALLISON z 0 U, J U TIM 0 m ( uo as Cfl � °O O L 1" 0) O <co o N co w N N w-• CO CD -� O 0 N N U rn H L co C0 N co CQ 0 N II- r W i2 as I- • v Q to W U CL v N ~ CO l Q I.. v W W CO 413 F- Cn Q LU O L L M w z 03 CO CO 0) C N. N as 0 N I- U w 0 a. ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 SPECIFICATIONS A -003 SABEY DA SD I NTERGATE 3355 S. I Tukwila, TA CENTER C52 EAST CAMPUS 20th Place WA 98168 i .�. �.t�._.- _.�:a3u.._::r:rr :.a _• ^_: «'� ..- ��..sz._•vb.: �_: �: .: s' sxs- r':: s: ss= ar= 3:+ z. .•ss....•..._.�_t=- c.iss.s:._c: �.c.:,x. -' ^- �r3r s r:7 � rerx��.R-srasc:.�.�.; v:- = ss;:a�- .:2i.s!:e.c:: vr._•.ec.:s:.crex�a�r.^ ;:rcv �::.�a:e:.�..- ;usxsu• -�c .+:us,..s• . - ;•eases-. '� . -.�._ ..,a s.Lt., qu«cs. r- .rua *�:,-- .ru,- -�r,�. r :s�.•urwz � ^� =x -ter .. .:s -.rte :aas :es- ��.,_�..:.- ,- _.,.., -_ �• �.. x. �-.:s-_-,.,- ��r.. �. ��,-. �... HZ-- �:,-- ���,:., �. �.-, �,.,.. �. �: a:..<: s ,�.- ��- .,.�.v,,...,.,.�s�_.��,� _... a�.,. x,,.. �.,.., ���„ �n:.,=. �_ m.. s�:e. a-,., r�.- �, z. r. r,-.. a. v.: �. �_.,s d- �,:. �. �,. uv... �� •�,..�.:�„�_�.�.,�.a�= <- � -„�.r- �., _ �. ��z. �: a,.•- �..._„-• �-. �a. �,.., �.., �_ �. r.. ��. �. �-_, �: ��. �,....r. .����,,,�>�.:..,..;u...��R._��� t - z . . nor .Y....raT - r .x.�,: -„s v _11...,.-,,,.... .:.x..m. .z_L,,mev,... »'E. ,.�- ...�..- -.- _a :,.,�1c.�..v .-,... �_ _ , ,,.z .- .,,,, ...e,. 3 =U.,azc 7 -- Cas.._ -n.<.._.�-,..x,....,,,.- �. _ar. e , - --amv: - .-f +- -c_- -� y_.T.ce� - ,.: - .wv....1 _ — �,>-_wx :> N � ;_ e-, r�� "`�2. e _... - ��rn_.v:r��: r �.t� -, ,.. ,�. `..C_ '-�Y""- "_ ' .3= .�_- ., ,.:_t�.:,.,� . a,. �_v i ;� € i j i E ;� I I i f i { 3 r i s E ° ...�h,.W.<-r. 2_va.Wr. z7.0.,,, .:. ,v, _a1.. cc: u.Tw ,- ;it ..»,W:,...5:,: .:- ;.r;,.w. 4. mw7-12. -a - L L11.s..•.e>w a,r.,:C.:,.0 ate. . x .o.,= ,,...r.:.y ...,.,,, :._- ..:.,.,.. . - a.,,.r, uz . - -.a: -s -,_2.>rz.,,,,,,.:.a,,,,R ... ..- .,,.`,..,v_ ^ 3.n ..IL ,..s:137:1..- nsn<,. .. ;. 70 v cEnhI m m 3 O O o r Z m �v Oro ■4 Z o e i 0 r r m 0 01 0 o m as PROJECT # 208277.01 • CALLISON CALLISON 1420 Fifth Avenue #2400 Seattle, Washington 98101 -2343 T 206 623 4646 F 206 623 4625 www.cailison.corn OWNER: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 T 206 281 8700 F 206 282 9951 www.sabey.com ;rl 3S 03 ■ r — f '' r ✓ .' r r E ( , IP __._..._--- ___.... _ ___. If EYE WASH KIT 9 � PROVIDE BACKER AND SEALANT P' ; , 1 I TO MAINTAIN RATING P t — — — 1[//j h, --I oh . .. _._ .. I . I. ._.. . _�...__..._.._...._. t �_..._..._ t i!' I I f i 0 ' lt' .... i 1i1 I ;; Ili i�i�� .___._..__ - I� ._. ._ . ... ._I_.__.._ .. _.H a . , � f , I � �; , I , !I 51 L , H 1'1;1-- M III -- - _._.... ... _ _ —_It1 il : t iY- -- .____...._._.... I t! s._ ..._... .- __...__. . iil f t S r ' a i I ' j - In P j; ;_ ,�_._..._ t__._.._._..._..._ : A I' I }_ it ..- ..._. _1 11_....2 0 [ „Jr 1 s 1 I f ,-� it JI _I-. . ' !ILA f `' IP L r ' 1 } EXIST. AIRWAY CARD EADER ■■■!■■■■■■■!■■■!!!!■!!■■■■!!■■■!■ ■ ■! ■ ■ ■ ■! ■ ■! ■ ■! ■ ■! ■ ■!! ■ ■!! ■! ■ ■ ■■ Will ■■!■■!!■ ■ ■ ■■ ■ ■ ■■ ■■o ■■■■■■■■■■■■■■■■■■■■■■■■■■■!■■!■ ■!■■■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■ iI■'■ ■■■■!■■■!■■■■■ ■■■■■■ ■■■■■■ s■■■■ ■ ■■ ■■■■ ■■■!■ ■!s■■■ ■ ■ ■ ■■ ■ ■ ■■■ ■■■ ■■■■■■■■■■■■ EXIST. FIRE RISER ROOM HIGH VOLTAGE SIGN AFIXED TO DOOR 5' -5 1/2 " NOTE: INFILL WITH CMU_ GROUT AND TOOL JOINTS TO MATCI -I EXISTING. 1 HOUR RATED - CONSTRUCT TO UL DESIGN U905 GENERATOR ROOM (EXIST.) 1/4 "•1' COLUMN WRAPPED TO 10' -0" AFF — PROVIDE—CORNER PROTECTION- 0 ALL 4 CORNERS CEILING O.T.S. (SIMILAR) (TYP.) UPS ROOM PARTIAL FIRST FLOOR PLAN SELF CONTAJ EYE WASH CARD .4 -- READER (TYP.) (SIMILAR) NOTE: BATTERY TYPE IS VRLA GEL. CONTAINMENT NOT REQUIRED. (TYP. OF ALL) HIGH VOLTAGE SIGN AFIXED TO DOOR NOTE: ALL BUILDING COLUMNS AND DECKING ARE ENCASED BY A CEMENTITIOUS FIREPROOFING EXISTING FUEL OIL TRENCH EVIS1 N b08-2tio REV itW ED FOR CODE COMPLIANC AppR'i iVED Aus -8 MB CO Of Tukwila BUILDIMG_DIVIS RECEW D JUL 31 2008 PERMIT GENTEI 10 11 12 j: 1projects 'sabeylsdc521caddsdc521sheets sdc52_a- 100.sht 7/18/2008 11:45:85 AM COPYRIGHT (0 2007 CALLISON z 0 V7 J U A -100 ca c z O r 0 — N _ cu T I— E et a) IX �°� d O — c 0 rn a •.n O AC = '. r-6) V p O¢aoa' �, o t o TN N O N N (6 L W � �cot4 CO L1.1 w m 0 L 4- � N = CO N N 4 NOW 3 o H T L1 W —L 0 E c r Lf) O cNI CD C m .4 't 0 Cl co cn N — 4 CO C U 4 p p N N N (01- u. 3 ISSUED / REVISED DATE Q F- N O N I- 0 w 0 rt PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2 ASI #3, ASI #4 7/16/08 PARTIAL FIRST FLOOR FLOOR PLAN INFILL AREA USING UL RATED FIRE BARRIER FOR 2 HOUR RATING.MATERIAL TO CONFORM WITH C -AJ -1006 (3M PRODUCT OR EQUIVALENT) (FROM 2007 UL FIRE RESISTANCE DIRECTORY) NOTE: TAKE GWB BACK TO EXIST. WALL AND MATCH EXIST COND. pa: 9 { no I I _ _ _ l F ...._ .__.L.._— ...._._._ �_T_ . .>�la i �e M itgi ;1 E3''"n I > I I q _ .1._ -^s_•i T 4.-f._ _ — _ _ - ' i_ ( ; 1/4 ' -1' i I j c I 1 I I ! . I I _... I 1 1 1 I I I I . I i I I ! I I I I I rtl or- ' +i1c'I J"il M El +'i;i '0 44 6 •11.;M 7- ELEC. CLOSET 2T -8 3/4 'I PARTIAL SECOND FLOOR PLAN 1 I i ._i..• . ____ ..J ......_._�_..., ..� 1 j 1 ( 1 _ . I I ! >_.. --I Z L . I i } I 1 I -- ` - -T - - 1 I I ■ t I I I I 1 I ; 1 • I. >;� d ,a ru�le, �! tia c� P�I . fAJ - ih C 7; .1 tf r.� 42 9 s ( 1 n 11 12 EVS b68 \\___ R - jO ED FOR - ` CODE COMPLIANCE Pp OVE Auk, -S2 8 ai ®T 'Tukwila BUILDING DIVISION RECEIVED JUL 3 1 2008 PERMIT CENTEE j: 1projectsl sabeyl sdc521caddsdc521sheetsksdc52 _a- 100a.sht 7/18/2008 11:45:37 AM COPYRIGHT (9 2007 CALLISON Q z 0 U, J U ca Z O to a� oc� 0 d03 I C I D ' ) I— L W w O 34 O IA V) a 0 w H (9 w F- z U CL CN O C,) L() LC) C'") M A-IOOA N T Lo co CO co a) O - < o LL CU L 4-- O N LI- CO CY) CO O co d) O 0) c co to d' N CO CO cn CO N N • CO CO }, c0 to O [■I co N N - Cn II- II. PARTIAL SECOND FLOOR PLAN ‘- E C7 LO p 1` C7) U C N CU GO 00 _0 N N ca CO CO 0 0 N N Q U- N-, N- N co O N I— C] w 0 CL ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2, ASI#3, ASI#4 7/16/08 H G P 'ASE-: 4 PHi?GE 3'. STAR t „4� r. �'•.' i° i . •lr 1 — 1 I '1 1 � 1 L II- I l • - - r — I I I I I 1 o I_ — E� _ ' I 7 X43 I '43X3FI'43X3F' — — I I i 'LX43 I I 1/8 " -1' DEMOLITION PLAN PARTIAL THRID FLOOR \ f - ir - - _ - \ - fir; \ 1 3l, I \ 71 r` - 1 1 ,\ 1 I ,, 1 I - - - --I - I F = =1 I I LL I I L I I I 1 1 I I I.. • , 1 I I �I I I 1 I 7N - . -11r_ 7- i i_ _T 1 r r l I I 11X33 I 1 - ' ( 1 43X3 4 1 1 43X3.' 7X43 I I ' 7�X43 1 43X3 43X3 I I I I I I I I I I a I I 1 - a 1- --A I I F- LL L. � _ 1 I L'— 1 1— --\ LPF FCF, 1 I L b/ J r• I V J I I ''',.• I , 1 1/8 " -1' PARTIAL THIRD FLOOR H p. --. � .., I�. .. r . ._! ..� �. -4 :...fi' -. r __ � .. t:' - . - .. , i . : gg9y I tft. 1,_,. a: : . i .+: i. j il l ....i. : .1 f ! I j , r 'r I r _- I• -_.. ' i - } £ .. t 5 ! i - ..,l.. ry l... L.. -.I- .-t_. .y —jam .. �_ _— ....._ - � -4- - .E _-�...� ..1- -.1.__ .-- - _. -... . I — I_._l._: 1 : i_ - r _ I 1 i I t ! + i t i i I II .. i i ''' -"ri.""t1'.._,._,,-'=.-..,.'":1 y . -.i.., y..... _.i.. ., .. ..,_..... € II I "• , Hid l .tk' .... r -- . 1 - ...- •....�_.. • 3 Pi•IA..SE 5 raj.3 1 Imo}- - 1 -11 -1 . -1 _.- •i , Y # } I I .I. I � • r , — w._' - -. • —d I .-+-1.- I , � I I I o pi. � �� � ` — T 7 S i '1" - .'1....r_- _i....... � 1.. � _ - I -1.-- i 1 i ti f l I 1 .I. ' i I I I ; 1 ( ! . }..... -_• _. _:.u... - ... - . .•: : - �.....•... : • ! - j _. �_ i. _ L... , -1. 1 I ..� . _ - -t- -- Inc-- , .. j __ ;t•• -I- i T 1 ; -f i- r 9 1 1 I . 1 ,_I I 1 � . ... s.. .r_..I.� .. r --I- i. 1- 1- .--.i i ,, 41 .m i ; i 4 .i. r i- (� SAWCUT FLOOR PENETRATIONS AS SHOWN. FIELD VERIFY LOCATIONS PRIOR TO CUTTING. SEE STRUCTURAL SHEET S3.1 FOR CUT OUT SUPPORT MEMBERS. 2 CORE DRILL TWO 6” HOLES. FIELD VERIFY LOCATIONS PRIOR TO START. REVI ri em bo8--160 f CODE COMPLIANCE PPR ED \ AUG - 8 2M \ Of Tukwila tU11P1NG DIVISION RECEIVED JUL 31 2008 PERMIT GENTEh UPS RM REVISION F 10 11 j: \ projectsl sabey1sdc521caddsdc52 \sheetslsdc52_a- 101.sht 17 7/18/2008 11:45:42 AM COPYRIGHT 1J 2007 CALLISON z 0 U, J W o- N 2 U Q w �cL 0 In I- 4) W 4 Q r u) 111 LO IA re) F— U) z A -101 _ 7 m C7 N a co F0) C 0 C U) N 3 a) I. 1U a) 0 0 LL L 0 W N CO CD CO 0) a) CU a) Co (O LC) N O (O Cr) CO N N CO (O (0 CO O O N N I- 0 0 ti co u) 0) 0) N CO CO CO N CO CO 00 N N I— 11. C ti N- (NI co a I— U W 0 a ISSUED / REVISED DATE PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 PARTIAL THIRD FLOOR PLAN Cs) 7 FUTURE CHILLERS L n71----11111 r _ I 1 I I 1 1 I 1 1 ' FUTURE I CHILLERS 4 ' L I 4_ - FUTURE OUTSIDE 109 BASE SUPFFORTS TAKEN _DOWN—TO ,BUILDING STEEL PER STRUCTURAL 1TYP. OF ALLY I I _FUTURt_OUTSIDE AIR IN IAKE rrrr'r FUTURE CHILLERS NOTE: ALL PENETRATIONS TO BE LAID OUT 0 BUILDING STEEL. COORDINATE WTH STRUCTURAL DRAWINGS PRIOR TO START. 1 7711 DEMO PLAN PARTIAL ROOF PLAN 1/8"-1' PUMP BASE `AND I SUPPORT (PER -Sr (TYP 1/8"•1' • r s ro -141. f •-.1 s I 41% PARTIAL ROOF PLAN L4 p 1 r i - 4 : 4 i I S , "I .... *S. I I 14% I' • s • * sis d V s Ot ..•■■•• ..., %.... ... r , II ! _ ___ _ _ _ _ _ _ _ __ _ _ . _ _ _ ___ _ _ _ _ _ _ — _ — _ _ ..1"._ 1.1 L=---: -- . i s r s !II 6:--= I- ...0,... 11. 1 t...,..,..r. i r - - i 1 .1, .... r PR WI . 1 r – –1 1 1 11 --- ITITrr[ 4 - ITT.Ilir 4 i ,! 4 ‘3,1 4 3 r: ■ I l i 1 1 1 kr.'.4--- 1 1 1 1 11 1 1 t il I I 1 1 1 .. .. . i – – –I i – – I OJTSIDE AIR INTAKES. C JRBS SUPPLIED BY MANUFACTURER. SE STRUCTURAL SHEET S4.1 FOR CURB F TAMING SUPPORTS. VERIFY ACTUAL. DIMENSIONS PRIOR TO SITART OF WORK. vj - A - swiriaziewamp rowayowowswo RI IMPS. C CHILLERS AND STANDS PROVIDED BY OTHERS (TYP.) (TYP. OF ) I 51 EDGE OF ROOF 4 .2 PHA ,VJ 1"74 t 3 1 '7-1 1 7 . F . . 71 --s. ‘ i 1 1 i I.! VI I ..\ H...,te.........._.`..p 1 l i I ill I 1 Ii/ I - II N I I I ,c"1-1.0.S■f: I ilit IT j al ft C 1 it F"C il 1 : f . . GlIt?i 1 ::::.: ': '::'''.- 1 L 1 : i 7 41 P:SE ; I :f iii , .,...... , ,_, y;.,; ''..., irfppri. 11 ;II i 1 111 1 i lo7 PAK L Ir , Aa. .'' :t _ 4 ', 1 - 2 :.71 1 ?-, .1 m. , ,,..4 t ,-,,, 1 11E' 1 \ 1 ; ,F 3 NI ----- — —1-1 p-! 111 CUT PENETRATIONS FOR AIR INTAKES AS SHOWN, FIELD VERIFY LOCATIONS PRIOR TO CUTTING. SEE 54.1 FOR PENETRATION BRACING. VERIFY OPENING SIZE PER MECHANICAL. CUT TWO PENETRATIONS AT LOCATIONS SHOWN FOR CHILLED WATER SUPPLY AND RETURN PIPES. NOTE: FIELD VERIFY SIZING AND LOCATIONS PRIOR TO CUTTING. SEE SHEET 54.1 FOR STRUCTURAL SUPPORT. CUT 28 PENETRATIONS AT LOCATIONS SHOWN FOR CHILLER STAND SUPPORTS. FIELD VERIFY PRIOR TO CUTTING. SEE STRUCTURAL SHEET 54.1 FOR STRUCTURAL SUPPORT. NOTE: FOR ALL WORK ABOVE NO STRUCTURAL STEEL IS TO BE CUT OR RELOCATED. ALL STRUCTURAL SUPPORTS ARE TO BE LOCATED ON BUILDING STEEL. FIELD VERIFY ALL CUTS AND DIMENSIONS PRIOR TO CUTTING. CHECK AGAINST STRUCTURAL PRIOR TO START OF WORK. NOTE: ALL ROOFING REPAIRS MUST MEET THE ROOFING MFR REQUIREMENTS TO MEET WARRANTEE. ALL PATCHES MUST TAKE THE ROOF BACK TO AS-FOUND CONDITION, INCLUSIVE OF DECKING, INSULATIONS AND MEMBRANE MATERIALS. 11) •1 NOTE: PER CITY OF TUKWILA, WITH THE PROPOSED EQUIPMENT HAVING A SET-BACK OF 253'-0" FROM THE SOUTH EDGE OF THE BUILDING, SCREENING WILL NOT BE NECESSARY. y‘projects\sabey\sdc52 caddsdc52 \sheets \sdc52a-102.sht # : .. - - , 12 REVIS1 N b08_2.80 R\ithVV K)R CODE COMPLIANCE A, Plis*VED RECEIVED JUL 3 1 2008 PERMIT CENTER 7/18/2008 11:45:46 AM COPYRIGHT (.2) 2007 CALLISON AUG - 8 202 City Of Tukwila BUILDING DIVISION z 0 1 z 0 0 a . o C/) fl. 2 C/) w 0 w A-102 0 CNJ 0 C 0 11-7 C 0 C I- 0 ce) co CO 0) C 0 C Co ci (.0 a) 0 0 IL co Co •qr tN CO 0 00 Co 00 0) •=C to CO c C■1 CO CD 0 ( L6 ISSUED / REVISED DATE C 0 L0 0 N cs) 0 �o c0 • 03 .0 C\I CNI CU co CO CO 0 0 • CNI LL a N. N. c‘l co C'4 w 0 0 PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI#2, ASI#3 ASI#4 7/16/08 PARTIAL ROOF PLANS SYMBOL MATERIAL MANUFACTURER'S NUMBER/ STYLE REMARKS WALLS CEILING REMARKS PT -1 WALL / CEILING PAINT MFR: TBD COLOR: TO MATCH EXISTING SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. RB-1 RUBBER BASE MFR: TBD COLOR: TO MATCH EXISTING PAINTING ON NEW WALLS ONLY FL -1 FLOOR SEALANT STATGUARD SD FINISH RB-1 PT -1 O.T.S PAINTING ON NEW WALLS ONLY ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS 120 UPS ROOM FL -1 ^ RB-1 PT -1 O.T.S PAINTING ON NEW WALLS ONLY 210 ELEC. CLOSET FL-1 RB-1 PT -1 O.T.S PAINTING ON NEW WALLS ONLY [V HOLLOW METAL FRAME - DOOR JAMB 6" =1'-0" 1/2 'k, DOOR LEAF LAST REVISED: 04 -10 -01 TEXT PLOT SCALE: 2 ADDITIONAL INFORMATION: 115/16 " 6 " -1' -0" 1/2" =1' w C L 115/16 " j HOLLOW METAL FRAME - DOOR HEAD � – CLOCIk OUTLET PATH: \ CeIIs_Details\ Callisong Details\ C_Interiors\z10_Int- Construction \ ("Stt FLANS 1-OH LODATION) 20_Interior- Doors\ C1020- 01.4 U LU 0 -Lii w I m z 5 O z w U 2 I-w W _I? C w O PARTITION -TYPE VARIES 01020 -01 z 0Ou C I- C coo O Et ( W Jam= W O PARTITION -TYPE VARIES C1020 -04 J D 2 C ¢ 0 WQ C LI (0 HORIZONTALLY MOUNTED z Luz W m U 0-1c) go go co LC 0 - co z z z 0 a z 0 0 < U < ccO¢O 0 z 0 z¢ z � -155 2 0 U 00 W U a= I 6 " 6" I MO DE T TA_L COUNTER OR CREDENZA Q TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR O CI_ OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) Q TYPICAL AS SHOWN Q LOCATE @ CORNER OF WALL OTHERWISE DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS H30-01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITCI�^ DIMMER SWITCH! OR GANGED ' FRAME STRIKE SIDE Q DOOR EXIT DOOR — i _COATHOOK ❑ ¢ U — _ — _ ¢ 0 - - - - 0 z O to 0 C b m 7 03 La CO J0 LL C o EQ. • 0 CEI ING MOUNT (TY . U.O.N.) O WA L MOUNTED 6" ELOW CEILING HINGE SIDE J J d 0 0 ❑ w O SHOW VARIATIONS FOR SPECIFIC CONDITIONS FINISHED CEILING 0 J 1 0 d U_ 0 06 a FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY DOOR SCHEDULE NO. 120 120A 210 DOOR TYPE A B MT'L MTL MTL MTL W 8 - 3' -0" 8' -O" H 8 ' - 8' -0" 8' -O" PAIR PAIR ASSEMBLY RATING 45 45 45 HDWR 5 2 5 FRAME TYPE B A B MT'L H.M. H.M. H.M. DETAILS HEAD E1 /A800 E1 /A800 El/ A800 JAMB G1 /A800 G1/A800 SILL NOTES HARDWARE GROUPS HW -1 NOT USED HW--2 Security Access/ Egress Single Door 11/2 PR Butts 1 Panic Device 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Card Reader- Entrance 1 Door Pull 1 Door Position Contact 1 Wall Mounted Door Stop HW -3 NOT USED HW -4 NOT USED HW -5 Security Access Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 2 Door Pulls 1 Card Reader- Entrance 1 Full Astrigal 1 Door Position Contact HW -6 Not Used 10 ROOM FINISH SCHEDULE FINISH LEGEND DOOR TYPES TYPE A FRAME TYPES TYPE A TYPE B rode sa• \ / \ TYPE B ca S ee / 11 REVISION NOLf ThO8-1eo :44:5 17 L f itvVE f CODE COMPLIANCE VED pU6 -8NOB City f Tu iia BUILDING DIVISION RECEIVED JUL 3 1 2008 PERMIT CENTEF P RI H 0 2 007 A es z 0 U) J U A -800 2 0 co LU W 0 W z Z co T H E a a) 0 co 0 d ca o0 L (:)(:)< • ` 0 N = of N 0 a) u7 N co Cr) N co co a N U. 0 v co N 0 N I— ISSUED / REVISED DATE La 0) 0) 0 N- N. N CO 0 N I— U W 0 IY a PERMIT SET 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2. ASI #3. ASI #4 7/16/08 DOOR & FINISH SCHEDULES & DETAILS 1/8" 0 SECTION 2 1/2" 16 GAUGE SHEET METAL 3/8" HOLES COUNTERSUNK FOR FLATHEAD SCREWS NOTE: WHERE PLANS INDICATE CORNER GUARD, PROVIDE 4' -O" CORNER GUARD TIGHT TO TOP OF BASE. WHERE PLANS INDICATE 8' -O" CORNER GUARD, STACK TWO 4' -O" CORNER GUARDS. `.J ELEVATIONS METAL CORNER GUARD C1030MI -02 Irrrrrrrrrrrrrrrrrrr THRU -BOLT EXIST. STRUCTURE BLOCKING AS REQD PER STRUCTURAL SINGLE -PLY MEMBRANE FLASHING AT PIPE SUPPORT 3 " =1' -0" 11/2 "=1' -0" WELDED CAP PIPE THRU ROOF DRAW BAND PIPE BOOT B3010SP -26 5/8" GYPSUM BOARD CLIP ANGLE COLUMN METAL STUD FRAMING C1010FP -90 ROOFING MEMBRANE, CONFIGURATION PER MFR GYPSUM BOARD COLUMN WRAP PAR TITION NO SCALE 5/8" GYPSUM BOARD METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS C1010FP -21 NO SCALE NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE INSULATION INDICATOR C1010FP -03 PARTITION /WALL SYMBOLOGY PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. PARTITION /WALL NOTES NON FIRE -RATED 1HR FIRE -RATED 2HR FIRE -RATED 3HR FIRE -RATED 4HR FIRE -RATED DATE 5/14/08 PERMIT RESUBMITTAL 6/16/08 UPS RM REVISION 7/02/08 ASI #2, ASI #3, ASI #4 7/16/08 E9 k801 0 F, Pi �� • VO r� or op- WI A r F ~ � h F,7,.." h WIWI IMP Mir EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT A AT FIRE -RATED CONSTRUCTION PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES STRUCTURE CEILING (WHERE CEILING OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT B PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES G1 PARTITION/ WALL DESIGNATIONS NO SCALE STRUCTURE C PARTITION CONFIGURATION: FULL-HEIGHT FINISH MATERIALS ONE SIDE 6" METAL STUD FRAMING 6" METAL TRACK NO SCALE FASTEN THRU -PIPES SECURELY TO STRUCTURE 3 " =1' -0" 11/2 " =1' EQ STRUCTURE CEILING (WHERE CEILING OCCURS) 6" METAL STUDS 4 5/8" GYPSUM BOARD EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 4 PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS ONE SIDE 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING @ INFILL CONDITION PARTITION (1HR FIRE - RATED) FLASHING ROOF PENETRATION CONSTRUCT PER US DESIGN NO U 19 STRUCTURE (OR STRUCTURAL SUB - MEMBER AS NECESSARY) EQ PIPE OR CONDUIT THRU ROOF DRAW BAND PIPE BOOT ROOFING MEMBRANE, CONFIGURATION PER MFR GWB COLUMN SURROUND B3010SP -25 CEMENTITIOUS FIREPROOFING (TYP.) 6" METAL / TRACK STEEL COLUMN a a a a a a 6" METAL STUD FRAMING STRUCTURE E PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS ONE SIDE CMU (EXIST.) Z FURRING - SHIM AS NECESSARY GYPSUM BOARD ROOF MEMBRANE GWB ON CMU - TYPICAL WALL ASSEMBLY 3 " -O" TYPICAL INTAKE HOOD NS INTAKE HOOD PER MFGR. SS FLASHING 5 SS FASTENER CURB SUPPLIED BY MFGR BLOCKING AS REQD BY STRUCT. STEEL SUPPORT AS REQD BY STRUCT. 6 B2010CM -00 PER MFGR 7 8 OUTSIDE AIR DUCT. INSULATE PER WSEC CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) ,aimm A NO SCALE NO SCALE 9 10 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0119 HW -D -0120 C1010FP -01 FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN 0 PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) 11 JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS & STRUCTURE ABOVE j:\ projects\ sabeylsdc52 \caddsdc521sheets \sdc523 a- 801.sht CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK I II Nistifit r -- a VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES HOURLY FIRE- RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION REVISION NO,A. X68 - X80 E E COMPLIANCE APPS :MED A 13 - S 2U OW Of Tukwila RAIDING DIVISION RECEIVED: JUL 31 2000 PERMIT CENTEk 7/18/2008 11:45:03 AM COPYRIGHT (.) 2007 CALLISON z 0 J U W I— z 'U ✓ N e lig i- to O • Cn gg PERMIT SET DETAIL' w z 0 ISSUED / REVISED 0 C as I— 0 N N r7 N O CO 0) C 0 0) C (Q (D (o co N CD ■ (D — o 03 N a) m tv U cts 0_ 4 --J 0 N LO Cr3 5- 0 O LL 5- O LL CO (0 c0 N CID 0 r E LO 01 0 • N 0) 0 Q O D C rN (1) co c .o N N (i - " '00 a) N (0-L -3 I.') N (0 (r) N (D (0 0 N r C N- N- N co 0 N I- 0 W O fY EL