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Permit D07-465 - SABEY DATA CENTER - REMODEL
SABEY DATA CENTER 3355 S 120 PL EXPIRED 12-10-08 D07 -465 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SABEY DATA CENTER Address: 3355 S 120 PL , TUKWILA WA Cityf 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 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: DAVID KANG Address: 12201 TUKWILA INTERNATIONAL BL 4TH FLOOR , TUKWILA WA 98168 Phone: 206- 277 -5243 Permit Number: D07 - 465 Issue Date: 01/11/2008 Permit Expires On: 07/09/2008 Value of Construction: $242,265.00 Fees Collected: $3,674.76 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: I -A Occupancy per IBC: 0008 Contractor: Name: SABEY CORPORATION Address: 12201 TUKWII,A INTL BLVD 4TH FL , SEATTLE WA 98168 -5121 Phone: (206)281 -8700 Contractor License No: SABEYC *953RE Expiration Date: 12/05/2009 DESCRIPTION OF WORK: CONSTRUCT (2) RESTROOMS, (1) JANITORS CLOSET, AND 1 HR RATED CORRIDOR. TOTAL INTERIOR REMODEL SPACE REFLECTING 2251 SQ FT. * *continued on next page ** doc: IBC-10 /06 D07 -465 Printed: 01 -11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 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: D07 -465 Issue Date: 01 /11 /2008 Permit Expires On: 07/09/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Print Name: 'bt+V/A D. kdr.rA N/a^ Date: I l `�� n 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 performance of work. I am authorized to sign and obtain this development permit. Signature: - Date: / t —,-A'" S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -465 Printed: 01 -11 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 3355 S 120 PL TUICW SABEY DATA CENTER 1: ** *BUILDING 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. D07 -465 ISSUED 12/18/2007 01/11/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 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 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. doc: Cond -10/06 D07 -465 Printed: 01 -11 -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 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 a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IF'C 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. (WC 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: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 26: 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) 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: 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) doc: Cond -10/06 D07 -465 Printed: 01 -11 -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 30: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress 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) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 nun) 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 mm). 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) 32: 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) 33: 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) 34: Fire doors shall be maintained in operative condition at all times, including complete closure and latching of the assembly. (IFC 1019.1.1) 35: 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) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 38: 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) 39: U.L. central station supervision is required. (City Ordinance #2050) 40: 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. 41: 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) 42: Local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond -10/06 D07 -465 Printed: 01 -11 -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 43: 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) 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 46: 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) 47: 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. 48: 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. 49: 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) 50: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 51: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 52: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 53: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -465 Printed: 01 -11 -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 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. Print Name: A V l0 C) - +1■ ordinances governing or local laws regulating doc: Cond -10/06 D07 -465 Printed: 01 -11 -2008 $A aye DATA ce -Nere n- King Co Assessor's Tax No.: Site Address: /NTettol Tee E/IS'r - B LO & S, 33 SS S . 120 PL Suite Number. Floor:_] Tenant Name: 54i er .1)/474 CENT E 2— J New Tenant: 0 .... Yes Property Owners Name: $4667 04T4 CENTE2 LL c__ Mailing Address: / 2 2 O/ T /Peso's cll. /nir 'L g c � p Name: DA d j) fl _ 1,46 N(t Day Telephone: 0 6' Q77 - S 2 c / 3 Mailing Address: / 2z O ( T v >~w i e-« /per ALA) o 1 14" Ft -00 se.or{} (_ ( 1116 Se Cit State Zip • Fax Number: 206) 7 S-Z - 9 9 S J E -Mail Address: d.1 u ak ° Sot St y C orri Company Name: S 46ey col./ 57 I on/ Mailing Address: / 720 / Tu k.W(2A /r.,►T ' L 8 CVO cJf1 FL A.- SEATTLE" LA/4 gem $r City State Zip Day Telephone: ( o 2r7- — S 2S 3 Fax Number: 244 ) Z / .5/ Expiration Date: /2 - /2L-0S- 0 7 Contact Person: MAO -Ca.° 642 ES E -Mail Address: P M ( ( e k 0 3 t? $ a 6t j • Ga m Contractor Registration NUlmber: SAG; y E- it 9s 3 2F Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmenepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 http://www.citukwila.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 ** gU�CiFSS DEsia../ /n e. . /32(, S 4-1 Ave Su.TF Soo ICI 1 k oC..o D *1E SrL/ ' bt rae S S elPG j l rl . E 6 /.NE E✓LS No 2THWEST', /NL . Company Name: Mailing Address: 4K(,q WOoDt.-i4u r/. Ave N. E • 1 . 1 Q:1Applications\Forms- Applications On Linel3 -2006 - Perrnit Applieation.doc Revised: 9 -2006 bh c/ K FN6 Ser1+�e City State j2/..No 6 18/6 Zip w( 9Vo/ State Zip Day Telephone: < P.06 ) 5 S - 120 Fax Number( 20 6) 5 — -/ 22_ SeRTrt -E City P. S 5t-A TyLF City w ' State 1 Zip Day Telephone: mo o(,) 525 — F 560 Fax Number: (2.06) Tj 22 - 66 q 8' Page 1 of 6 s: �^ nh� " � < � � z , f h h� F1 x r E st3 t >� t u +: y .,� 3nter�or1model r Add ition / � � " true t re t�F '3,I✓` i Lr`�.4 k .3 ,3 ':3`„ r s h i bo,Ti, 2,Ci,/a. .,pa fir., -� � rr •y..� m �� ' m }° 1 Es5 gene- 2 / 5r v I A Y g .s1. -. , fie •� Y !�m�u; Floors -flan 1 t be EasemEnt ,; '`Accessory Structure * " l AltachedCrago Y £ 9 IDetached Garage; 3 ' AacJCor ©elect l ecl �� T7ric6vered �ec1c L ti U1L1111V (s Y -10114 N RM ; Valuation of Project (contractor's bid price): $ 2- K 2.-6 S ,It Scope of Work (please provide detailed information): RAreD _RPPLcret t ft Will there be new rack storage? ❑.... Yes 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: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 71 Sprinklers 71., Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list ofmaterials and storage locations on a separate 8 -12 "x 11" paper including quantities and Material Saf y Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Q:VAppliationsAForms- Applications On Lined- 2006 -Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ / 3 > 326. 600 e aNSrreve'er Two (23 12ES1-2OcMS . ClX rvmt.F, IX as ANO 01.112_ t test a-1 Dan-- 3 1'b'n4 L_ 1 r t rz. i Ki t- 12 E v"u' c L. 5 PA c to PrPPrtox vviArEy 2 / 2SI S . ? -EAsrc IMFE2Et4c 9a�4winr�S .. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: Page 2 of 6 o all permits in- this a iaj(1 Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: 'D,1 V f D D. 144 Mailing Address: 122- T-"' ! r ' . . . 81- Co y FL4— SEATrt City Date Application Expires: Date Application Accepted: P---c a -o 7 Q:\Applications\Forns- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh Date: /3 DEG c- Day Telephone: (940 214 - 52 Y 3 State Zip Staff Initials: Page 6 of 6 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER Receipt No.: R08 -00110 Payee: SABEY CONSTRUCTION TRANSACTION LIST: Type Method Description 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 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Initials: WER Payment Date: 01/11/2008 04:22 PM User ID: 1655 Balance: $0.00 Amount Payment Check 40828 2,224.76 Account Code Current Pmts 2,220.26 4.50 Total: $2,224.76 Permit Number: D07 -465 Status: APPROVED Applied Date: 12/18/2007 Issue Date: Payment Amount: $2,224.76 7199 01/14 9710 TOTAL 2224.76 doc: Receiot -06 Printed: 01 -11 -2008 COMMENTS: Type of Inspectio / %l . x9 / 5. 6xt t 5<Cttst oK- t/ Special lnstruc 'ons: t, �■ it<II 'L. n.1 l r' n p )(,77rt).1.0 mkc..tat.orr i$ b a (5.4 ccJO 2 OK. Requester: P hone No: 4 -255 = 4R Aft-L a44._ ,s-:, ( i- Recz P 4 oC ex cow.. %ect.A Project: S� 6e../1:21-9//q Type of Inspectio / %l . x9 / Ad res : 355 /2d Date Called: Special lnstruc 'ons: t, �■ it<II 'L. n.1 l r' n p )(,77rt).1.0 Date anted: 6) Requester: P hone No: 4 -255 = INSPECTION NO. PERMIT NO- - CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. O Corrections required prior to approval. 1 lnspector3 (Date: 1 08 LI $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: Type of Inspectio f Address: �, 33 SS S� ` /24 L (� LA---- . - -A) r !? p r a U -e-d( lJ 1 ' 06, . r - 1-.,�J 1i "t ( t ` ‘ '\ u « j) /ev ( -1J' Date Wanted U O � �a.:Iyz ,I -A A e (x-1 (( c U:s',? — ,D top 6 ) - .- 04 ( L Loo [lc( , .3 -\ , S 1' / (( i Project: AA Type of Inspectio f Address: �, 33 SS S� ` /24 L Date C' a lled: ,. Special Instructions: Date Wanted U O � �a.:Iyz Requester: Phone No: 7v(o — ZCS -36'71 INSPECTIO V NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Z- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 009---16J PERMIT NO. Corrections required prior to approval. Date: b oc El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type opnspection: t") r Address: 7 SS S 0 i Date Called: c - S t e-A--kit Special Instructions: A Requester: --,) / A—: -e---Q 71 r 0L., C (.„,f',,q0r ' P- 1 L s ' - rr.< ,--1 5T c c .3 ( Or- c) (9\1 s I A 71? - eA. (- 0 / A•Al—r 1 I , Projecj. • Type opnspection: t") r Address: 7 SS S 0 i Date Called: Special Instructions: Date Wanted: C-3 0 '08 c—sl'ill Requester: Phone No: 7.a(6 -2 C - 3V1 f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit — 4(0A PERMIT NO. Corrections required prior to approval. Inspect° : 'Date: -- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: \ - ,Ico,Jek,Acf___ A.to , --i•ek r ) N _,A k__-/ S Frc Cj: ,> \ ( C Of . /._ccsefs A.r6 r R"0, ti l e Da e Calfed: :21) 0/\ I■Jex Rcpc(1 In A ti e_ r\e_c : AA f°_ — 1 — : t h I. (..te-ck(euat r o -{1 J." ( ...(pe-A 1 \ --) c r\ee_A p:tt ows) 'e j'a t ve,ss!dn i p NALA.(7 kvP c eA CA OA ISTI VALI . ---?) 61\ jr (k - - ct- -fir--0,- -,T..As- p e,a-O, /\J0 Project: Type of Inspecti Address: T t, 3355 .5)- ru Da e Calfed: Special Instructions: Date Wanted* . 5 ' 3O - t) "_,On p.m. Requester: Phone No: *0 -7_CC-- 3(97( El Approved per applicable codes. l Inspecr: 'Receipt No.: poi I - zpe 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. I Date. 5 .—) El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: COMMENTS: Address: 176 .5. it _ Date Called: ( c) . cl /0/ 4 --, tk ■L ` f:Tt a .() Requester: Phone No: 7i (--,) / U, i i■ee_. ( (;1 k I ( _ &-A LAL .< 0' jy/ f f--, r eill ) ( y■e-v-- '. k 5 ei (TN AI l i Project: CIV-47 D,�* of Inspection: Address: 176 .5. it _ Date Called: ( Special Instructions: r. rite /qv I IA A S ki a Date Wanted: I - . - 7 • - OeS a.m. - s.___...., Requester: Phone No: ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Approved per applicable codes. Corrections required prior to approval. I lnspectcir.‘ JJ `---- $58.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: IN —465 PERMIT NO. Date: 1 - OR Project: ( -c� � A '\'� ,1 Type of Inspection: Address: 3355 5 Suite #: l Zo Q Contact Person: (l ..A � \ Special Instructions: Occupancy Type: Phone No.: zo (o 2.55 -371 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER -1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: 0\J-' c v\ Inspector: '4 Date: Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Sprinklers: Address: Suite #: 55 S 2 v Conta t Person: , L_-6 r\ -\ - rn50n Special instructions: Ey Phone No.: - - -PWS ? [ AZ_ to s,� Pre -Fire: Permits: SA Occupancy Type: C OV ■ &R ; A r' S 2- Ci 1AEy-2 r S \'..--, S \ C -. �n 1-C a c A e„), C E AST :7) • ( _ t c--c , '< n �n`r� < cR �,,cr tR � • Project Type of Inspection: Sprinklers: Address: Suite #: 55 S 2 v Conta t Person: , L_-6 r\ -\ - rn50n Special instructions: Ey Phone No.: - - -PWS ? [ AZ_ to s,� Needs Shift Inspection: 1,A--C Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Inspector: . \ Date: 41 I I t D c Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 be S 000i von - 4 Gs PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 14 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Place Tukwila, WA 007 -465 Sabey Corporation Sabey Architecture KPFF Sabey Corporation 7 -29 -08 Indoors Fireproofing N/A 4%0 ,,D z,x0 O A MTE inspector arrived onsite for a fireproofing inspection on the generation room. Inspected caulking at bottom of walls A — E/9 — 7. Also inspected fire sealant on the top of the wall and monokote at clips. Items inspected were per plans. Reviewed b INSPECTOR: John Salts Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Shaun W. Sevigl E.LT., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC YL1Ci+i'F °.°.MA'Va- � J.i �'i� ��. E�� '�•sI s.�� .M ", �.. .. u Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product Supplier: Ticket Number : MixDesign ID : Date Made Sample # Lab # 05/08/08 05/08/08 1 L 0003 05/08/08 I 1 0003 05/08/08 Remarks: 0003 0003 Sabey Data Center. Restroom Corridor 3355 S 120th Place Tukwila, WA Sabey Corporation Sabey Corporation 53 °F Inside Concrete Cadman 838533 Sample Temp. Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 60 °F NR NR ' Water/Cement Ratio: 1 Y [Slump (ASTM C143) 1 l Sample(s) Rec'd: 0.325 4.25" 05/09/08 Placement Location and Notes: I Concrete placed in concrete lid of fuel tank at D -E/8 -9 of building 3355. Sampled concrete at 3 cubic yards of 3 cubic yards total, which was placed in lid listed above. Placement time was between 10:30 -11:30 am. Sample time was between 10:30 -11:00 am. COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 orAASHTO T22 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture 4686 4687 4688 4689 05/15/08 ; 7 1 4 x 8 ; 64550 4.001_12.57 I 5140 L Type 5 !• 06/05/08 i t 28 4 x 8 i1 88465 4.01 12.63 • I 7000 ; j Type 5 i* 06/05/08] 28 L_4 x 8 82885 I 4.01 11 12.63 II 6560 !' Type 5 ]' F06/05/08 28 h j 44 x 8� F90105 j 1 4.01 L 12.63 i 7130 — Type 5 Technician(s): Ferrell - Wyman, Tested by: Anderson, J. CONCRETE LABORATORY TEST REPORT 'JUN 1 6 2008 COMMUNITY �E'LOPmENT FIELD DATA ASTM C31 and C172 Actual I Mix Proportions: Ingredient Coarse Aggregate 3/8" Fine Aggregate Water Cement —Type I & II Glen 3030 Non Chloride Accelerator Required Strength: (fc) 4000 psi @ 28 days Reviewed by: Project No: Issued on: Sample Set I D: Permit # (s Original: Revised: T08036 06/0 6520 007 -465 Shaun W. Sevig r Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,706.0 lbs 1,598.0 lbs 178.0 lbs 547.0 lbs 18.0 oz 32.6 oz MTE 1050 -1C, Rev 3, 07/19107 S TESTING ENGINEERS, INC. r. , sarF M 0: PROJECT: Address: PERMIT N Page 12 Owner: Sabey Corporation Architect: Sabey Architecture Engineer: KPFF Contractor: Sabey Corporation Date: 5 -30 -08 Weather Cloudy Inspection: Fireproofing Samples: N/A A MTE inspector arrived ons coating for the 2 floor wal properly coated. CORRECTIVE ACTIONS TAKEN: T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Place and re- inspected t 8/11 -12.8 Inspection from application of Grace Flamesafe FS 3000 2.8/H.8 -J (at top of walls). The walls were 5/29/08 was completed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: J (off - Shaun W. Sevigny, E.I.T., Branch Manager MTE NO: PROJECT: Address: PERMIT NO: Page 11 ukwila, D07 -465 Owner: Sabey Corporation Architect: Sabey Architecture Engineer: KPFF Contractor: Sabey Corporation Date: 05 -29 -08 Weather: Cloudy Inspection: Fireproofing Samples: N/A TESTING ENGINEERS, INC. T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Place Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site and inspected installation of fireproofing for top and bottom of walls as follows: Restrooms: 6- 7 /H -J; Wall: H.8 line/7.8 — 12.8; 12.8/H.8 -J. 2 floor restroom walls top and bottom were completed as follows: Grace Flamesafe FS 3000 coating was properly installed at top of walls. Grace Flamesafe FS 900 plus sealant was properly installed at bottoms of walls. Walls at H.8/7.8 —12.8 and 12.8/H.J were properly caulked at bottom of walls. Wall at H.8/7.8 —11 were properly completed at top of wall, this was completed. Remaining walls still needed applications of FP coating. PRELIMINARY: Finish applying FS 3000 coating at top of walls: H.8/11 —12.8 and 12.8/H.8. INSPECTOR: Jerry Graham Reviewed by: Shaun W. Sevigny, E.I.T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila ' t ort Project Name: Site Address: Client: Engineer: Contractor: Date Made Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) L i 68 °F Sample # Sabey Data Center Restroom Corridor 3355 S 120th Place Tukwila, WA Sabey Corporation Sabey Corporation 60 °F Overcast Concrete Cadman 8837758 200033 0.512 5.5" TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT [ Initial Storage Temp. (ASTM C31) i NR [Water /Cement Ratio: L Slump (ASTM C143) 1 Sample(s) Rec'd: 05/07/08 [Placement Location and Notes: Trench slab on grade within grids A- D/7 -9. Test area on the 2 west legs along grid lines A -B/8.6 and A- B/7.4. Sampled at 8:10 am at 20 cubic yards of 30 cubic yards total. COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 or AASHTO T22 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture [ - 0 5 / 0 6 / 0 8 ) L0002 L4555J 05/13/08 7 4 x 8_j L6231011 4.00 11 12.5) 4960 I I Type 6 05/06/08] L0002_11 455_6_i 06/03/081 128J 14 x 8 L86510 4.00) L 12.57 j 1 6880 II Type 4 I' [ 05/06/08) 0002 I 1 4557 I L06/03/08 L28 4 x 8 84970 1 4.00) 12.57 6760 H Type 4_f • L05/06/08 1 0002 I L4558 1 1 06/03/08 1 L28J 4 x 8 L85015J 1 4.00) H12.57 6770 I Type 4' Remarks: Technician(s): Hendrickson, P Tested by: Anderson, J. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Actual I Mix Proportions: Ingredient Coarse Aggregate Fine Aggregate Water Fly Ash Cement —Type I & II WRA Project No: Issued on: Sampl et ID: 16492 Permit# (s): D07 -465 Original: Revised: Required Strength: (fc) 4000 psi @ 28 days Reviewed by: Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T08036 06/05/08 Weight (per cu.yd) 1,713.0 lbs 1,575.0 lbs 315.0 lbs 112.0 lbs 503.0 lbs 26.9 oz oc.- Shaun W. Sevigny, EIT Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" • MTE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Place Tukwila, WA PERMIT NO;( "' D07.465 Page 7 Owner: Sabey Corporation Architect: Sabey Architecture Engineer: KPFF Contractor: Sabey Corporation Date: 4 -24-08 Weather: Inside Inspection: Epoxy Samples: N/A RECEIVED go 0 8 ZOOM ot.vELDPMEXT A MTE inspector arrived onsite and inspected placement of epoxied rebar (200 pieces) for the trenches within lines A to D/7 to 9. Epoxy used was Simpson SET 22, expiration date 7/31/08, and batch #009004DD. To the best of our knowledge, all items inspected today are in conformance with approved" plans and specifications. INSPECTOR: Jim Kay Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: A-91, 0G lee W. Sevigny, E.I.T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: T08036 PROJECT: SABEY DATA CENTER RESTROOM CORRIDOR Address: 3355 South 120 Place Tukwila, WA PERMIT NO: D07. 465" r= r p APR 1 8 2008 Page 6 �:. . CON,MU ITY Owner: Sabey Corporation p,EN/ *LQP4,tMMT Architect: Sabey Architecture Engineer: KPFF Contractor: Sabey Corporation Date: 4 -10 -08 Weather: Inside Inspection: Fireproofing /Firestop Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 • Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site for a fireproofing inspection. MTE inspected firestop at the top and bottom of the walls and around the HVAC ducts within the Internap Office second to third floor. Products used were rock wool filler material with Grace Flamesafe FS3000 and FC 900+ sealant. MTE also inspected hand patching of the HVAC framing angles at H17.-third floor and roof. All material were placed per the manufacturer's directions. To the best of our knowledge; all items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jim R. Kay .T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Place Tukwila, WA PERMIT NO: D07 -465 Page 5 FTC '.N Owner: Sabey Corporation t,P'R 1 (') 2 Architect: Sabey Architecture ro; , U urr Engineer: KPFF DEVZLOP :,1E tT Contractor: Sabey Corporation Date: 4 -9 -08 Weather: Cloudy Inspection: Structural Masonry Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site to inspect CMU, reinforcing steel and grouting of entry gate wall for Chiller enclosure. A deficiency was noted while inspecting reinforcing steel. An 8' bond beam is missing on 4' wide section of wall east of the gate. The contractor was notified and the deficiency was corrected immediately. Reinforcing steel is per plan and is in conformance. MTE inspected the grouting of CMU wall cells. Grout was site mixed using Spec Mix Core Fill Masonry Grout, which was mixed per manufacturer's instructions. Cells were consolidated using mechanical vibrator. MTE made (3) grout specimens for compressive strength tests. The field test results are as follows: slump 10 ", ambient temperature 55 °, grout temperature 56 °. To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Ron Ferrell - Wyman .I.T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph MTE NO: T08036 fax 425.745173 PROJECT: SABEY DATA CENTER RESTROOM CORRIDOR Tacoma Office Address: 3355 South 120 Place 10029 S. Tacoma Way Suite E -2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D07 -465 I „R.. ph 253.584.3720 r 1 � fax 253.584.3707 Page 4 Owner: Sabey Corporation Architect: Sabey Architecture Engineer: KPFF Contractor: Sabey Corporation Date: 4 -7 -08 Weather: Cloudy Inspection: Reinforced Masonry Samples: N/A GOiv�i•IiUNT 0E,VELOPNEHT Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site and inspected the placement of approximately 6 cubic yards of Stoneway Grout Mix #7034 for Chiller walls at building #4 as follows: all walls except at the northwest corner 10' lift. All reinforcing steel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. MTE discussed the construction of test prisms for testing with masonry foreman. He said he would construct them today to be grouted later. MTE inspected the installation of #6 vertical dowels for opening at the northwest corner. Reinforcing steel was properly installed in clean, dry holes and secured with Hilti HY 150 epoxy. To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: C Shaun W. Sevig . Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address PERMIT NO: Page 1 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08036 SABEY DATA CENTER RESTROOM CORRIDOR 3355 South 120 Tukwila, WA R iVED D07=465 Sabey Corporation 3-6 -08 Cloudy Fireproofing / Firestop N/A MAR 24 2000 COMMUNITY DEVELOPMENT A MTE inspector arrived onsite for fireproofing inspection. Inspected firestop at the top of walls with Rockwool filler and Grace Flamesafe FS3000 coating for the following walls: 1. Corridor Line — J/7 to 11.5 outside wall. 2. Corridor Line —j/7 to 13 inside wall. 3. Restroom inside walls. 4. Restroom shell space side. Firestop material was sprayed over joint filler material per manufacturers directions. INSPECTOR: Jim R. Kay Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. Reviewed by: 14 Shaun W. Sevigny, E.I.T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Department, City of Tukwila S nitcrultm, ENtilNURS 9 WOOPLAWN Vi N. E, Si ii ii. WA 981 15 (20M 523- 7560 FAN 006) 522-4169tt r - ,IPLIWEMOIIMMMVIMENIMOMIN EN(*INEERS NOWI'l !WEST, INC., P.S. FILE COPY • .. ENTERGATE EAST BUILDING 5 Tukwila, Washington STROOM FRAMING • TRUCTI.JRAL. CALCULATIONS. February 12, 2007 ENW Project No. 99136.0 .0 DO" '*45 RECEIVED DEC 1 8 2007 PERMIT CENTER �► ENGINEERS NORTHWEST, INC., P.S. -x STRUCTURAL ENGINEERS PROJECT 9 t X. C ›''.)PROJECT Suwi cC 6869 WcxxyLAwH AVE. N. E.. #205. SEATTLE, WA 98I 15 (200 525 -7560 FAX Zd ivvitsr. cowce. ; 2 DAr / Stith OF By Cr ) S22- ENW ENGINEERS NORTHWEST, INC., N.S. ;do 61,+ , o o S /'4 z 3 3 j 7p i o Gy) M4A) P604 5 t cp d,/ rr3 S ENGINEERS j< WOOD Awe Am N. F., #205. SEATTLE. WA 98115 (206) 523 -7560 ('Ax (20) 522 -t�ti' 8 PROW' # $ �. PROJECT j< A f2V C-7 7 DATE SUBJECT BY .4 r7Yr0+ 1■111/111■■ 1V-6" 6'--0" MOST RESTRICTIVE- OBSTRUCTION IN CORRIDOR ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 Woorn.Aw AVE. N. E.. #205. S WA 98115 (206) 325 7560 F..0 (206) 522--6c98 PROJECT # 5$,.° ) p. -1 19/trIE cPS atc-p9 DATE SUBJR-r C1;1._ SHEET 01 14" PAITOteM ek 011" I P5 z -3) 0.,3 7 0(6 OZ 13 earvtig. ti (41(4.. 5 ( 1 64 Spolitie 10 1 rtilw iftWat Br SECTION DESIGNATION: 600S162 -33 Single INPUT PROPERTIES: Web Height `= 6.000 in Top Flange = 1.625 In Bottom Flange = 1.625 In Stiffening Lip = - 0.500 in Punchout Width = 1.500 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT - PARAMETERS Lateral Load= 5.0 psf Load Multiplier for Strength phecks = 1.00 Load i ultiplier for 'Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS .• SIMPLE SPAN STUD SPACING 12 in 16 In 24 in 1996 AISI Specification ASD DATE: 12/12/2007 1/120 1316 32' 9" 27' 6" Steel Thickness = 0.0346 in Inside Cornet Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in DEFLECTION LIMIT 1440 L/360 25' O" 22' 8" 1g' 10" 28' 7" 26' 0" NOTE; Wall Hetarts:A$ ume Full Support of the Coinpresslon. Flange, (Sheathing: or Mechanical Bracing). Project: Sabey Data Center Model: header at mandoors 1996 AISI Specification w/1999 Supplement 4.00 ft Section : (2) 6008 -33 Boxed C .Stud (X X Axis) Maxon = 1501.3 Ft -Lb Moment of Inertia. I = 3.586 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Date: 12/12/2007 Fy = 33.0 ksi Va 1224DIb f lexural and Deflection Check Mmax Mmaxl Mpos Bracing Ma(Brc) Mpoal Deft e on Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio .Center Span 260.0 a 137 260.0 Full 1901.3 0 137 0.007 116781 Combined Bending and Web Crippling Reaction or Load Bing Pa Mmax Intr, Stiffen Pt Load P(Ib) (Irk) (lb) (Ft -Lb) Value Req'd ? R1 2600 1.00. 312.9 0,0 1.00 No R2 260,0 1.00 312.9 0.0 1.00 No Cotribined Bending and Shear Reaction or Vrnax Mmax Va Iritr, Intr. Pt Load (ib) (Ft -Lbj Factor V/Va MIMa Unstiffen Stiffen R1 260.0 00 1.00 021 0.00 a 05 172 260.0 0.0 1.00 021 0.00 0:05 King County Data Center 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 a10 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 = 47.4 Central Longitude = -122.2 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 1406 Map Value, Soil Factor of 1 1.0 048.5 Map Value, Soil Factor of 1 MCE SPECTRUM x SOIL FACTORS Fa - 1.00 Fv x. Period SA (sec) ( %ag) 0000 056.2 O.4FaSs � .. 0105' 140,6 To 0.200 140:6 T =0.2, FaSs 0.524 140:6 Ts 0:600 122:8 0.700 105.3 0.800 092.1 0.900, 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 0526 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 88839 9991 0. .0 0, 4-S 5psf ( z) 72. o L-4 ( p.4-) !~ U. g3 22.4 it � a. co ? .� a ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PltOJEC r tt 9 9 t 3(s 0 3t..TROJ x -r SUBJECt I. . 503 iVitv -0004 6869 W000I.AWN AVE. N. E.. #205. SFArnj . WA 98115 (206) 525-7560 FAX (206) 5226698 C7A DA rr: StWET Or BY W/* 8 /14.SfU Cdtiii 2,4 y a. Ti wf J. /440 1141, at.) Ft ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS pRoNci It PRonrr C - 0414 , C-7K- DATE /Z Z - J SUBJECT poviN,‘ 600S 1‘,1..- elhiV0644 3$1&.5 Gy) Y. I 6869 Wmot AWN AVE. N. E., 0205, SEArrt.E. WA 98115 (206) 525-1560 FAX (206) 522-6698 /P1 e' 672 e SI IEFT OF By cAdr. ZOrt Prikit ti 2 . f tit , CiVe Gui‘r- UT' i.eatz 2-&00 S-/61- 3) t4Vc oar cic 1 - rX .Wci0,4 A MICH $140C LA SAO 3 It 8 KING COUNTY DATA CENTER OWN: DML ENG'o: DML TYPICAL SUSP. CEILING LATERAL BRACING JOB NO: 99 T, 6.021 DATE: 7/24/06 SHEET: ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 r 4" RAWL "ZAMAC" NAIL -IN FASTENER EMBED 1 i WIN. STRUT TO MAIN RUNNER TIGHT FIT. SHIM AS'REOUIRED SPLICE TUBING 8 -118 SELF TAPPING SCREWS E. x 2OGA. MAIN RUNNER EWE; DTL.. SAME AT TOP BUT MAY BE BENT 90 UNDERSIDE OF STEEL FLOOR DECK LMT: IS TO BE ASD4 A -515 RIGID STEEL HEAVY WALL EMT CONDUIT STRUT 0 12' -0 "0/c F.A. WAY. START 6' -0" MAX. FROM EDGE OF CEILING AROUND PERIMETER STEEL /CONCRETE FLOOR #12 VERT. WIRE HANGER . INSIDE CONDUIT STRUT. PROVIDE ADDITIONAL END . INTERMEDIATE VERT. SUPPORT WIRE. WHERE "L" IS GREATER THAN 8' --6" AND LESS THAN 17' -0" ADD (4) 112 GA. SPLAY WIRES. ONE LAA, IN PLANE of EA. RUNNER. LOCATE ADDED SPLAY WIRES AT 1410 -HT. OF CONDUIT STRUT. 11'0 x 20GA. EMT STEEL CONDUIT $ °m 22GA. EMT CONDUIT STRUT P TO "L` OF 5-6 . SLIP OVER 12 GAGE IN PLACE VERT, WIRE CUT To AT & SHIM TIGHT TO FLOOR OR ROOF STRUCTURE & MAIN RUNNER. 45' MAX. MAIN RUNNER. CROSS RUNNER (USE LOCKING PIN TO FASTEN CROSS RUNNER TO MAIN RUNNER, IN}PLNE OF EA. RUNNER ON VERTICAL ANGLE APPROX. 45' ALL WIRES SECURED TO MAIN - RUNNER WITHIN 2" OF INTERSECTION. At EA. END OF SPLAY WIRE OR VERT. WIRE ATTACH BY LOOPING WIRE THRU HOLE -IN RUNNER. CONDUIT STRUT OR THRU EYE SCREW TWISTING WIRE TIGHT AROUND ITSELF AT LEAST THREE COMPLETE TURNS IN 1f` TYP. 2" MAX: c. STRUT TO SPLAY CONN. TYP. EOM :SEE ARCH FOR CEILING VERTICAL SUPPORT. TYPICAL SUSPENDED CEILING 'LATERAL' SUPPORT DETAIL (ONLY) 1 , —O.. E INFWT ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOOI)LAwN AVE. N. E.. #205. SEATTLE. WA 98115 (206) 525 -7560 FAX (206) 522.6698 PROJECT W PNrajrrr -5 ... (1 ZKK C DATE. SUB)CCT SHEET OF Bv .314 G /X 1. -14'` v v; i, F . 5.7 Ors -3. t0.3,33- u aI ?/ Wig ..s a 34 Ceil SECTION DESIGNATION: 600316243 Single INPUT PROPERTIES: Web Height = 6.000 in Top Flange .= 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 In Punchout Width = 1.500 in 1996 AISI Specification ASD DATE: 12/12/2007 Steel Thickness = 0.0346 in Inside Corner Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold - Work, Fya = 33.0 ksi Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Lateral Load = 5.0 psi Load Multiplier for Strength Checks = 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L/120 40 12 In 161n 24 in 27' 6" 36' 1" 28' 7" 32' 9" 26' 0" 25'0" 22' 19' 10" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). Project: Sabey Data Center Model: header at mandoars te"'"• Section: (2) 6008162-33 Boxed C Stud (X-X Axis) Maxo mg 1901.3 Ft-Lb Moment of Inertia, I" 3.586 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations flexural and Deflection Check Span Center Span Combined Bendirto and Web Crippling Reaction or Pt Load R1 R2 Combined Bending Reaction or Pt Load R1 R2 Mmax Ft-Lb 260.0 and Shear Mmax/ Maxo 0.137 Load P(lb) 260.0 260.0 Vmax (lb) 260.0 260.0 1996 AISI Specification w11999 Supplement Mpos Ft-Lb 2e0.0 Brng (in) 1.00 1.00 Mmax (Ft-Lb) 0.0 0.0 4.00 ft Bracing (In) Full Vs Factor 1.00 1.00 Pa (lb) 312.9 312.9 Ma(Brc) Ft-Lb 1901.3 VNa 0.21 0.21 Mmax (Ft-Lb) 0.0 0,0 Mpos/ Ma(Brc) 0.137 M!Ma 0.00 0.00 Date: 12/12/2007 Fy= 33,0 ksi Va 1/ 1224.0 lb Intr. Value 1.00 1,00 Intr. Unstiffen 0.05 0.05 Deflection (in) Ratio 0.007 I./6781 Stiffen Recd? No No intr. Stiffen NA NA King County Data Center 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) .s (/'`(°(') 02 140,6 Map Value, Soil Factor of 1.0 os 3 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv =1.52 Period SA 7'- (sec) ( %g) 0 056.2 0.4FaSs 014 0)6:3)0 (I 0,105 140.E To l . -+) �/` 0200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 iG •+) F/: L 2Z. 2 0.3e) 7Za q.1 /,4 . „0.,Y 11 -03 -2008 DAVID KANG 12201 TUKWILA INTERNATIONAL BL 4TH FLOOR TUKWILA WA 98168 RE: Permit No. D07 -465 3355 S 120 PL TUKW Dear Permit Holder: 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. 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 12/10/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall t Technician Permit File No. D07 -465 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 20, 2007 Dear Mr. Kang, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director David Kang 12201 Tukwila International Bl, 4 Floor Tukwila WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -465 Sabey Data Center — 3355 S 120 P1 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 18, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comment. 1. Submit Non - Residential Sewer Use Certification; the form has been enclosed. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, CeA4J1-0-- Bill Rambo Permit Technician Enclosures File: D07 -465 P:\Permit Center\Incomplete Letters\2007\D07 -465 Incomplete Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SLIP PERMIT COORD COL ACTIVITY NUMBER: D07 - 465 DATE: 01 -02 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPART ENTS: G B il.' ng l 'vision Fire Prevention P Work5 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Planning Division ❑ Permit Coordinator n DUE DATE: 01-03-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01-31-08 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Complete Comments: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -465 DATE: 12 -18 -07 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: . 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division P ID( Vy r_ k� A 4 . 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: 611 /MO 122141 Fire Prevention IN Structural Incomplete t2 -to Pfafining Division Permit Coordinator / DUE DATE: 12 -20 -07 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: )) -'? 7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW a Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01 -17 -08 iJ Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 Neve Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- J t{,--1 Plan Check/Permit Number: D07 -465 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sabey Data Center Project Address: 3355 S 120 P1 Contact Person: David Kang Phone Number:(2O 27 7 - 41 Summary of Revision: Co M PL x'10 A-/ O r N71t1 SEW 02 JSE co'rtvv - / Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED cf fltJ JAN 02 20 P Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: E l Entered in Permits Plus on .0 110 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 7 y Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 3 3 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 / / Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 '3 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address 4" City SASE/ DATA t-�-�— Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name S P � - S (if applicable) (2 ) 1 —$7ov Owner's Phone Number (with Area Code) ( 20 (7 ) 130 258 G Property Contact Phone Number (with Area Code) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total F'xture Units C j Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 1058 (Rev. 11/05) 335 3 Sx? LPrpf 2414 p Yv •' , 4 15 State ZIP INCOMPLETE RCE LTR# For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # / 0 2.30V — /06 7 Party to be Billed (if different from owner) 54111E As dwelt ll— City or Sewer District A 10 Date of Connection Side Sewer Permit # <b0 — tt6S Demolition of pre- existing building? D Yes igNo Owner's Mailing Address / ZZa 1 Twe4. tog- /NT 'Z g tV 0 j y ' F 'Z Type of building demolished N /I' � se w✓+ q g /6 Sewer disconnect date 1J//r e . y I ' I •M3 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer King County Department of Natural Resources and Parks B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: ] •vrA Gc - •aT Ems - / ea - i z-- r* t'i Estimated Wastewater Discharge: or � ay 3�1�� �,,t/�. ill '16 /31 A)(s Gallons /ds "9 Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ /6 , �,r RCE 187 C. Total Residential Customer EquivaleptsC (add A & B) CITY OF TUKWIL,q A JAN 02 ?0 -,, + PERMIT CENTER B ACE VA L RI C Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission e • ected data for determination of a revised capacity charge. Signature of Owner /Representative =� _ Date 2 ��t` 0 Print Name of Owner /Representative 3>At/ 0 b • �- License Information License SABEYC *953RE Licensee Name SABEY CORPORATION Licensee Type CONSTRUCTION CONTRACTOR UBI 600254734 Ind. Ins. Account Id 33122101 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD 4THFL Address 2 City SEATTLE County KING State WA Zip 981685121 Phone 2062818700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/5/2005 Expiration Date 12/5/2009 Suspend Date Separation Date Parent Company Previous License SABEYCI033KM Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 HARTFORD FIRE INS CO 52BSBDQ2825 11/29/2005 Until Cancelled $12,000.00 12/05/2005 Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A PRESIDENT 12/05/2005 HARMON, JAMES N SECRETARY 12/05/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYC *953RE 01/11/2008 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW / WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH •-- MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC -- ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL MTL - METAL ACT - ACOUSTICAL CEILING TILE N/A -- NOT APPLICABLE AV - AUDIO VISUAL BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE OC --• ON CENTER CAB - CABINET CL -- CENTER LINE OFF - OFFICE OPNG - OPENING CEILING CLG - OVHD -- OVERHEAD CLR - CLEAR COL - COLUMN P -PAINT CONC - CONCRETE PART - PARTITION CONE - CONFERENCE PERF - PERFORATED PERIM - PERIMETER DEMO - DEMOLITION PERP - PERPENDICULAR DEPT - DEPARTMENT PLAM - PLASTIC LAMINATE DF -- DRINKING FOUNTAIN DIA -- DIAMETER PLYWD -•- PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL -- DETAIL RA -- RETURN AIR DW --- DISHWASHER RCP -- REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED EA - EACH REF -- REFERENCE EL - ELEVATOR REFR - REFRIGERATOR ELEC - ELECTRICAL REL - RELOCATE ELEV - ELEVATION - REV REVISION DR REVISED EQ - EQUAL RM - ROOM EQUIP - EQUIPMENT RO - ROUGH OPENING EXT - EXTERIOR RID - RATED FA - FIRE ALARM SCHED - SCHEDULE FD -- FLOOR DRAIN SF - SQUARE FEET /FOOT FE - FIRE EXTINGUISHER SHT - SHEET FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR FFE -- FINISH FLOOR ELEVATION SPEC - SPECIFICATION FIN -- FINISH SPKLR - SPRINKLER FLUOR - FLUORESCENT FLR - FLOOR SPKR -- SPEAKER SQ -•- SQUARE FO -FACE OF STD - TARD BY OWNER, INSTALLED STL - SEEL BY CONTRACTOR STOR - STORAGE FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAU GE SYMM - SYMMETRICAL -- GC GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - GLASS TEL --- TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS. HDW - HARDWARE TO - TOP OF HM -- HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR U TY O P N TYPICAL INCL - INCLUDED OR INCLUDING --• UNLESS OTHERWISE NOTED; INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT -- VINYL COMPOSITION TILE LAV -- LAVATORY VIF -- IN FIELD LF - LINEAR FOOT -WITH W/ MAIL - MATERIAL -WATER CLOSET WC MAX - MAXIMUM WD -WOOD MDF - MEDIUM DENSITY FIBERBOARD W0 - WITHOUT / 1. PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5 -2ND FLOOR 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE --- 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2004 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: -- ICC CONSTRUCTION TYPE IA FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: B (SERVER FARM) 4, FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5 EXITS: . APPROXIMATE AREA OF CONSTRUCTION: - 2,251 SQUARE FEET TOTAL APPROXIMATE SUITE AREA - 185,465 SQUARE FEET OCCUPANT LOAD FACTOR: - 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: - NO CHANGE NUMBER OF EXITS: - NO CHANGE MINIMUM EGRESS WIDTH REQUIRED: - 3 ", 3'0" AT DOORS COMMON PATH OF TRAVEL: - 75' 6. PROJECT DESCRIPTION: CREATE WOMENS AND MEN'S RESTROOM D JANITOR CLOSET. NEW PARTITIONS, DOORS AND FINISHI TENANT: GENERAL CONTRACTOR: Sabey Data Center Sabey Construction Intergate East Intergate West 3355 South 120th Place 12201 Tukwila International Blvd. Seattle, WA 98168 Fourth Floor Tel: 206.243.0175 Seattle, WA 98168 Fax: 206.243.0269 Tel: 206.281.8700 ATTN: JOHN SASSER Fax: 206.281,9951 ATTN: GLENN PARRY ARCHITECT: EMAIL: glennp ®sabey.com Burgess Design, Inc. WA License: SABEYC1033KM 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 HVAC CONTRACTOR: Tel: 206.587.7120 TBD Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI ELECTRICAL CONTRACTOR: EMAIL: kipk ®burgessdesign.net TBD BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 Tel: 206.277.5212 . - Fax: 206.282.9951 1, ; ATTN: SANDRA SUSKIC a:,x c - . `,. STRUCTURAL ENGINEER: Engineers NW, Inc . 6869 Woodlawn Avenue, NE D Seattle, WA 98115 Q' 2008 Tel: 206.525.7560 j� ATTN: DAN LAKE 'lI1 EMAIL: danl@enwseattle.com •. -- ______ STREET MAP DRAWING I N D E X Pia ' -,. , E; OO \ DRAWING ISSUED S 112th Zt ; 600 ft .... _..,._....., '' N 1 ; 1 S � _. - AL b ' } 4th st OIIED , -- -� ~~ � + "�- ,... -. ^ti W ; `� ' u ''�• Y , _ ;�� ,� ,.. r., � �,•�� � " 4: . i' 6th ! i _ _ . x1. L. = " `' `�' � 4 ` - y :' = .b - ' �°�."'":. 589 ..t. �' g ,?�� D wry 9'�, 1$ s 12c t " = ` A i y �' m Alf�ntcttnrn S' 122nd St a + , �,, ` i I; t St _.- ;` ;' ? , . � �, , w � ��� `!' Pt sz7, • � , �* s S �12Slfa �t 4 .�' s E2ttr si - � ,. . t �` `$`�" �" ` = \,, 3 St " p:w = ''` ` I " ` 2�p napOut' I " ' ,' ' 31da 1 La /WZ 6 GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN ARCHITECTURAL /INTERIORS X A.1.1 DEMOLITION PLAN X A.2A.1 CONSTRUCTION PLAN X A.2B.1 REFLECTED CEILING PLAN X _ A.2C.1 EQUIPMENTS ELECTRICAL/ FINISH PLAN X A.9.1 DOOR SCHEDULE / DETAILS X A.9 DETAILS X A.93 ' SPECIAL NOTE: STRUCTURAL CALCULATIONS REPORT SUBMITTED TO CITY UNDER SEPARATE COVER IN 8 -1 /2" X 11 " FORMAT. DEFINITIONS AND DIMENSIONS FLOOR PLATE - N.T.S. A. DEFINITIONS: NO CHANGE TO EXIT. 7 -t-- r RESTROOMS ARE IN ADDITION TO INITIAL RESTROOM REQUIRED UNDER THE ORIGINAL BUILDING PERMIT. FILE COPY permit No. D21 Pj Plan review approval is abject to snot Approval of ConstnxtIon documents dt the violation of adopted code ll�lr afappmveJ1F dC0 and conditions • • ° . . • • EXIT° ° . . ° ra ° . . • • 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. B. AJMENSIONS; - nz _ _ ., n7 Date: 1 L `5-ArJ S' City of Tukwila 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. . 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. SYMBOLS S Y M ®O LS . ° ° ° ° ° ° ° • • . . . - - - - � I.� • , a 1! ,�,; Mil ,; 4r �' " FI ,u �! ,. ��= �• �tl - 0 BUILDING DI�IS!C� ELEVATION REFERENCE SYMBOL INDICATES FINISHED I SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR • . I;;;t;t;!! 1 o C C a o p u 71 G - L A.06.XX R DETAIL IDENTIFICATION SHEET NO D SECTION REFERENCE SYMBOL DRAWING TITLE GRAPHICAL SCALE TITLE O 4 e n c • 1 ' . . • . . • ° ° ° . . • . 13 " o U „ a - o 4 d DTI. SHT FLOOR ELEVATION SYMBOLS 92' -0" 1-V-0" NOMINAL FLOOR . ° T - - ��'� ° I►�I a q ° DETAIL REFERENCE SYMBOL DTL BUILDING / ELEVATION HEIGHT (ABOVE /BELOW) SPACE / ROOM ID ►a . . a 4 �] p ° ° ° o ° ° o � , 3CIVED DEC 1 8 2001 CENTER SHT OFFICE --0--- SPACE NAME COLUMN ANDDR GRID LINE SYMBOL I 1127 �� SPACE NUMBER DIMENSION L NE: 20 - Q a 7. SYMBOL a a I AREA - --a ° ° WO • ° ° . ° . . . p o PERMIT um .. Q'- _ D v o oou ri7 EXIT SHEET SYMBOL L ANGLE © AT Q CENTERLINE q DOCUMENT -�+- KEYED SHEET NOTES <> G .-- GLAZING SYMBOL Q REVISION NUMBER MIOWIr .. i NMq ` -R:f ►e It 11 EXIT r ..Y `i !?. _._ n" "'11111;!1!! � ►I �, Lpr�iiiii; • in `-- i nn 111111111110 � " ZS A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design I i nteriors O architecture MS Fifth Avenue Suite S00 . Seattle . Wq 9870H T {l: 70&.597.7140 FAX:2Q , S97.7122 All reproduction & intellectual property rights reserved c 2006 j SEPARATE PERMIT REQUIRED FOR: at L Electrical Off lurnbing Gas Piping (Nit/ of E Tu r Professional seal of •ik r note of V JY Tukwila B �.. �a r - iN` NOTE: Revisions t °tiH requ a new plan subinifaI and include additional Dian review fees REVIEW/ PERMIT Project No: 07 5807 - 00 7196 REGISTERED ARCHITECT KIP G. KOLOIJ IEJSKI STATE OF WASHINGTON and omissions. not authorize At adaC443416Kiu, No. Iss ue Description Date Drawn by: RW Reviewed by: KK X07 - L165 12/12/07 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES DIVISION I - GENERAL COIJDMONS 01010 SUMMARY OF WORK . 1. GENERAL DESCRIPTION OF THE PROJECT: NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. Z WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, , THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS , RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS,. SMOKE AND HEAT DETECTORS, S I ROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. . 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II -r- SITE WORK • . 02050 - DEMOLITION . 1. FURNISH ALL LABOR; MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE . LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK . TO ORIGINATING SOURCE. DEMOLITION OF CORES, AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE-NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO. CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION Vi - ARCHITECTURAL CARPENTR)'_AND CASEWORK 06100 - ROUGH CARPENTRY, 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. . 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET= - HRDWARE: -FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. y• 4. PLASTIC"'!_AMINATE: - 1-1161-1-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, 'NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL', AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. . 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1 /4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINNES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALT. SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI-EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPUCABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE-RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE-RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. • 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' --O ". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT, 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BAIT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER-REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL. GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B 'CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER • SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. tr - DIVISION XII - FURNISHINGS 00.-00 12500 - WINDOW TUA7'MENT • 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1 MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV -- MECHANICAL 15400 -- PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS.?* 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE:: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. t6QQQ -- ELECTRICAL AND TELECOMMUNICATIONS 1, REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A commix AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4, ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL' MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT, AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 -- LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant SABEY DATA CENTER Intergate East, Building 5 -WEST CORRIDOR 3355 South 120th Place Seattle, WA 98168 burgess design interiors a architecture 13711 fifth Avenue Suite nix} Seattle . WA 781o) TEL• 2116017 7171) FAX 2111: 117.7177 All reproduction & intellectual property rights reserved a 2006 Professional seal No. Issue Description REVIEW/ PERMIT 12/21/07 Drawn by: RW Reviewed by: KK Project No: 07- SB08 --00 PROJECT NOTES Dote Original drawing is 24" x 36'. Scale entities accordingly if reduced G.0.1 EC NED DEC 18 2007 PERMIT CENTER SCREW 111: - nw �iwv� I"I - -- - l.u� 1111.• 11 11 11 11 3355 S. 120TH PL. Immn 1 LIL,IN SOUTH 124TH STREET • / ' • • • AREA OF WOR< t' ) SITE PLAN ins 3126th 31TE=Er N.T.S. ft:MIT 17C ;; LEGAL DESCRIPTION: 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 N0. 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, ATTACHED 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 AT A POINT ON THE WESTERLY BOUNDARY 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 BOUNDARY 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: SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #— 102304-9069. 1 46 DEC 1' 2008 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design I interiors 0 architecture 1129 Fifth Avenue Suite 5nn Seattle. WA 491111 TEL. 2 44 59 7 71211 FAX•241i 587.7172 M reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description REGISTERED ARCHITECT CLlia G. KOLODZ1E4SK1 STATE OF WASHINGTON 7196 REVIEW/ PERMIT 12/12/07 Drawn by: RW Reviewed by: KK Project No: 07- 3807 -00 Sri E, PLAN . . LEGAL DESCRIPTION Date Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 ECENED DEC 18 2001 PERMIT CENTER DEMOLITION SYMBOLS AREA PLAN = = EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE-USE, UNLESS OTHERWISE NOTED. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. RELOCATE SECURITY DEVICES AS REQUIRED. KEYED SHEET NOTES REMOVE EXISTING NON ADA COMPLIANT RAMP AND HANDRAIL ASSEMBLY. EXISTING RAMP MAY BE DEMOLISHED, RELOCATED OR REMAIN IN PRESENT LOCATION. VERIFY WITH BUILDING MANAGEMENT. REMOVE EXISTING PARTTITON. REMOVE EXISTING CEILING ASSEMBLY AND LIGHTING. SEE REFLECTED CEILING PLAN FOR EXTENT OF DEMO. PROVIDE SELECTIVE DEMOLITION OF EXISTING RAMP TO FACILITATE CONSTRUCTION. SALVAGE DOOR FOR MANAGEMENT COMPANY REUSE IN THE FUTURE. Il'aral Wi A• A.1.1 , B t► 1 DEMOLITION PLAN 0 8' 16' 24' MATCH LINE UP DN. UP FD 0 �Dl DEMOLITION PLAN �J 8' 16' — 24' N C❑ MATCH LINE 41■ 1/8" = 1'— A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design I interiors 0 architecture 7326 fifth Axenue SulFc 568. Sca6M . WA 96761 TEL 286.587.7120 Ffa:286. 507.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description REVIEW/ PERMIT Project No: 07 — SB07 - REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON Drown by: RW Reviewed by: KK DEMOLITION PLAN Date 12/12/07 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.1.1 REC V . DEC 18 2007 PERivliT CENTS SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN ONE -HOUR RATED NON- STRUCTURAL PARTITION TO UNDERSIDE AT STRUCTURE ABOVE. SEE L /A.9.2. NON- STRUCTURAL PARTITION TO UNDERSIDE OF GRID. SEE K /A9.2. NON- STRUCTURAL PARTITION TO UNDERSIDE OF STRUCTURE. SEE J /A.9.2. NEW CASEWORK / MILLWORK GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. B. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE- RETARDENT TREATED WOOD UNO. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4'° FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL RESTROOMS SHALL HAVE FLOOR DRAINS. 9. ALL PLUMBING WALLS TO HAVE GREEN BOARD. 10. REPAIR EXISTING WALLS AS REQUIRED. KEYED SHEET NOTES .0 EXISTING 1 HOUR RATED WALL- FLOOR TO STRUCTURE ABOVE. 0. FOR ACCESS FLOOR RAMP INFORMATION SEE J /A.9.1 & L /A.9.1. 0 CONSTRUCT PARTITION IN SAME LOCATION. E AREA PLAN 1 -1(e5 i t ► I v ■ ▪ WOMENS ROOM • e O O ■ ■ s TTlil O I ♦m •le ■ ■ •II•• ® ■Isle■ ■■ CONSTRUCTION PLAN MOST RESTRICTIVE OBSTRUCTION IN CORRIDOR 1 HR RATED CORRIDOR I 204 12' ■-■ 41 , 1/8" = 1'- 0" N 0 1 HR RATED CORRIDOR 6' -0" @ MOST RESTRICTIVE OBSTRUCTION IN CORRIDOR CONSTRUCTION PLAN 4 8' 12' MATCH LINE (E) era 1/8" = 1'- 0" DEC 10 2008 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 ei , burgess design ( interiors 0 architecture 326 F1 h Avenue Suite SOU. Stull le , WA 98701 TR: 206.587.7120 FA%:206, 587.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal Drawn by: RW No. Issue Description 7196 Project No: 07-- 5807 —OO REGISTERED ARCHITECT PG. KOLOOZIEJSKI STATE OF WASHINGTON REVIEW/ PERMIT 12/12/07 Reviewed by: KK CONSTRUCTION PLAN Date Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 RFCENED DEC 18 2007 PERMIT CENTER LIGHTING SUMMARY LTG —SUM 2004 Project Info Project Address: INTERGATE EAST BUILDING 5 Data 12/12/07 3355 S 120TH PLACE For Bui Icing Department use SEATTLE, WA 98168 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New auilding 0 Additlan M Aleutian Compliance Option 0 Prescriptive M Lighting Power Almanac 0 Systems Mayeie (See Qualification Cheddist (over). Indicate Preaaiphtve & LPA spaces dearly on playa) Altera tion Exceptions (check appropriate box) 0 No changes are being made to the righting 0 lase than BO% of the fixtures are new and installed lighting wattage le not being Increased MAXIMUM ALLOWED UGHTING WATTAGE (INTERIOR) Location (floor /room no.) Occupancy Description Allowed Watts per S.F.** Area in S.F. Mowed X Area - B RESTROOM, CORRIDOR .8 2,251 1,801 " From Table 15-1 (over) — document all exceptions taken from footnotes Tats Nbwed Watts 1,801 PROPOSED LIGHTING WATTAGE (INTERIOR) Q+ar nut coxed Total Allowed Wettr for InterWr) Location (floor /room no.) Fixture Description Number of Mures Watts/ Fixture Watts Proposed -- RECESSED FLUORESCENT CAN LIGHT 15 32 480 SURFACE MOUNTED FLUORESCENT (2'X4'1 13 96 1,248 Total Proposed Watts may not mcceed Total Mowed Watts for Interior Total Proposed Watts 1,728 CEILING LEGEND — LIGHTING SYMBOL DESCRIPTION /SPEC P'/Xi/:A NEW GWB CEILING / SOFFIT REFER TO PLAN FOR CEILING HEIGHT, UON. REFER TO DETAIL C/ A.9.1 ® COORDINATE FINAL LOCATION WI CODE OFFICIAL NEW EXIT SIGN: MATCH EXTG. BUILDING STANDARDS. N N = NEW NEW BUILDING STANDARD 2' X 4' FLUORESCENT FIXTURE, 3 TUBE. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. 0 NEW BUILDING STANDARD RECESSED FLUORESCENT CAN UGHT FIXTURE CEILING LEGEND — CONTROLS SYMBOL l DESCRIPTION NEW SWITCH LOCATION. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO BUILDING MANAGEMENT FOR ALL FIXTURES DESIGNATED AS NEW. 6. CONTRACTOR IS RESPONSIBLE FOR ALL FIRE SPRINKLER DESIGN. RELOCATE OR ALTER ALL FIRE SPRINKLER HEADS AS NECESSARY. ()CONTRACTOR IS RESPONSIBLE FOR ALL EMERGENCY PATHWAY LIGHTING PER THEIR DESIGN /BUILD CONTRACT. KEYED SHEET NOTES 0 PLACE DOWNUGHT AS CLOSE TO BEING CENTERED OVER TOILET OR SINK AS POSSIBLE. 4`/ NOT USED. 0. NEW CEIUNG GRID, TILES AND LIGHTING. SEE PLAN FOR HEIGHT. SEE C /A.9.1. 0. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION OF ROOM EXHAUST, HEATING VENTILATION AND FIRE LIFE SAFETY. • FULL CEILING TILE. O NO CHANGE IN THIS AREA. O CEILING HEIGHT TRANSITION. SEE J /A.9.1. a CONTRACTOR SHALL ALIGN NEW GRID WITH EXISTING GRID. DEC 1 a 2000 LIGHTING SUMMARY 2004 Energy Code Compliance Form MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 0212 VEST BU L • -Asi , ray ACME KEN EVAN E ll OMNI mamma s be 6101 t Ili l b rAPMEI rOMPAI g rams UWASI EMI EWAN ' r e rm Ems Emo NEAS io WOMENS ROOM ACT 9'-0" AFF ACT MENS ROOM 1'-5" 3' -6" c_ REFLECTED 0 8' CEILING PLAN 16' 24' MATCH LINE t► 1/8" = 1 ' — 0" o FRAMING PLAN 0 8' 16' 24' fre'■ A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design I interiors 0 architecture 1370 Free Avenue S J e 500 . Stat[le . WA 98101 TllL: 206.507.7120 FAK:200. 557.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description Drawn by: RW KIP tA. KOLOpZIEJSK1 STATE OF WASHINGTON Project No: 07 5307 - 00 7196 REVIEW/ PERMIT 12/12/07 Reviewed by: KK REFLECTED CEILING PLAN ECEN' :-,4 DEC 1 8 2007 PERMIT CE.N [Ei Date Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 ACCESSORIES SYMBOL FIXTURE SURFACE — MOUNTED SANITARY NAPKIN DISPENSER BOBRICK B- 435009 ADA— COMPLIANT LAVATORY FAUCET DELTA 3549 -WE HGMHDF JANITOR SINK FAUCET CHICAGO FAUCETS 540- 897SWXF COUNTER—MOUNTED SOAP DISPENSER BOBRICK 8 -8221 SURFACE — MOUNTED TOILET SEAT COVER DISPENSER BOBRICK 8 -4221 SURFACE — MOUNTED MULTI—ROLL TOILET TISSUE DISPENSER BOBRICK 8- -2740 NU- PARTITION MOUNTED, SANITARY NAPKIN DISPOSAL BOBRICK, B -270 SEMI—RECESSED PAPER TOWEL DISPENSER AND TRASH RECEPTACLE BOBRICK B -4394Y GRAB BAR (0 36' x 1 1/2" BOBRICK 6806 SERIES GRAB BAR © 42' X 1 1/2" BOBRICK B -6806 SERIES OR SIMILAR. VERTICAL GRAB BAR ® 18" X 1 1/2" BOBRICK B -6806 SERIES TOWEL HOOK, BOBRICK B7677 OR SIMILAR EQUIPMENT SYMBOL FIXTURE ADA— COMPLIANT TOILET — AMERICAN STANDARD AFWALL ELONGATED FLUSH VALVE TOILET 2257.103 MANUAL FLUSH VALVE— SLOAN ROYAL MODEL 111 LOW CONSUMPTION <DF -1> ADA— COMPLIANT DRINKING FOUNTAIN ELKAY EBFATLR -8 (COMBINATION) <UR -1> ADA— COMPLIANT URINAL — AMERICAN STANDARD ALLBROOK URINAL 6541.132 MANUAL FLUSH VALVE— SLOAN ROYAL MODEL 186 -1 LOW CONSUMPTION ADA COMPLIANT COUNTER MOUNTED LAVATORY MATCH BUILDING STANDARD JANITOR SINK MATCH EXISTING CONDITION, OR REUSE IF POSSIBLE KEYED SHEET NOTES PROVIDE NEW POWER OUTLET, PLUMBING, AND WALL BRACING FOR WALL HUNG DRINKING FOUNTAIN COMBINATION. NEW VCT FLOORING, RUBBER BASE AND PAINT TO MATCH EXISTING FLOOR STANDARDS, UON. PROVIDE ELECTRIC STRIKE AND CARD READER FOR BUILDING MANAGEMENT CARD READER. COORDINATE WITH BUILDING MANAGEMENT. PROVIDE ELECTRIC STRIKE AND CARD READER FOR TENANTS DOOR. COORDINATE WITH TENANT. PROVIDE RESTROOM AND JANITOR CLOSET SIGNAGE COORDINATE WITH BUILDING MANAGEMENT. VERIFY RELOCATION REQUIREMENTS OF SECURITY, PHONE, CAMERA AND CARD READERS. DEC 1Q2008 1)gq Z[La GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 5. TOILET PARTITIONS SHALL BE HADRIAN FLOOR MOUNTED PARTITIONS, COLOR #603 ALMOND MATCH EXISTTNG BUILDING STANDARD 6. P —TRAP COVERS ARE WHITE, COORDINATE WITH BUILDING MANAGEMENT. 7. ALL PLUMBING FIXTURES ARE WHITE. 8. ALL FAUCETS ARE TO BE POLISHED CHROME FINISH. 9. ALL RESTROOMS SHALL HAVE FLOOR DRAINS, MATCH EXISTING BUILDING STANDARD. 10. ALL TOILET SEATS SHALL BE OLSONITE 10CC OR APPROVED EQUAL 11. EACH TOILET RECEIVES A TOILET SEAT COVER DISPENSER. BOBRICK B- -4221, AND TOILET PAPER DISPENSER, BOBRICK B -2740, COORDINATE FINAL LOCATION WITH BUILDING MANAGEMENT. 12. ALL WOMEN'S RESTROOM TOILETS TO RECEIVE SND -2, COORDINATE FINAL LOCATION WITH BUILDING MANAGEMENT. 13. VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS. 14. PROVIDE B/S CRACK SUSPENSION MEMBRANE AND WATERPROOFING ® ALL FLOORS AND DRAINS. 15. CLOTHES HOOKS FOR TOILET PARTITIONS: BOBRICK B -7677. COORDINATE FINAL LOCATION WITH BUILDING MANAGEMENT. ELECTRICAL WALL MOUNTED DEVICES SYMBOL poi N GFI FINISH SPECIFICATIONS SYMBOL IB DESCRIPTION DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) CARD READER -- VERIFY ALL REQUIREMENTS WITH TENANT. DENOTES A NEW DEVICE DENOTES A GROUND FAULT INTERRUPT CIRCUIT -- LOCATED AT SINKS. MANUFACTURER BASE ROPPE DESCRIPTION 4"h COVED RUBBER BASE. 120' ROLLED GOODS COLOR: MATCH BUILDING STANDARD CERAMIC TILE I eT--11 CT -3 1 I C -4 1 I R -1 I Ive1I I P -21 DALTLE FLOOR TILE DALTILE WALL TILE AMERICAN OLEAN ACCENT AMERICAN OLEAN ACCENT RUBBER MATT FLOORING NORA VINYL COMPOSITION TILE ARMSTRONG PAINT BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE GENERAL FINISH NOTES 1. REFER TO ELEVATIONS AND DETAIL SHEETS. 2. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 3. REFER TO G /A.9.3 FOR ENLARGED FLOOR PLAN. 4. CEILING GRID AND TILE — MATCH EXISTING CONDmONS. TILE SPEC: BUFESTONE #DK -147, SEAL PER MFR. RE COLOR: MATCH BUILDING STANDARD, W/ CLEAR TRANSmON STRIP: MATCH BUILDING STANDARD ECOMMENDATIONS. GROUT SEAL TILE SPEC: GLAZED TILE CT. DOVE D -725, SEAL PER GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR TRANSmON STRIP: MATCH BUILDING STANDARD MFR. RECOMMENDATIONS. GROUT SEAL TILE SPEC: MATTE PARK ASPEN #54, SEAL PER MFR. GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR TRANSmON STRIP: MATCH BUILDING STANDARD RECOMMENDATIONS. GROUT SEAL TILE SPEC: MATTE CORAL #56, SEAL PER MFR. RECOM GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR TRANSITION STRIP: MATCH BUILDING STANDARD MENDATIONS. GROUT SEAL NORAMENT 925 COLOR: TBD 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: MATCH EXISTING BUILDING STANDARDS OR CONDITIONS BUILDING ELEVATOR LOBBY AND HALLWAY GWB EGGSHELL FINISH COLOR: MATCH EXISTING BUILDING STANDARD RESTOOM/ SHOWER ROOM WALLS AND CEILING MATCH EXISTING BUILDING STANDARD FINISH TYPE COLOR: MATCH EXISTING METAL FRAME SEMI—GLOSS FINISH COLOR: MATCH EXISTING BUILDING STANDARD ■ M ` 1 HR RATED CORRIDOR 1 HR RATED CORRIDOR +1111MI ■ ■ III ■ ■ ■ ■■■■■■■ • 1 • WOMENS • ROOM ® I 205 ■ ■ ■ • • ■ i ■ • ■ s ■ ■ MENS ROOM 206 , 0■■■ •■■®■■■®■■■■■ ❑ • • • ■ MATCH LINE EQUIPMENT/ ELECTRICAL/ FINISH PLAN 0 4' 8' 12' ELEVATOR VESTIBULE I 201 I t► 1 HR RATED CORRIDOR 1 204 I MATCH LINE EQUIPMENT/ ELECTRICAL/ FINISH PLAN 0 8' 12' t► A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design [ interiors Q architecture 132(; Fifth Avrnuc S Jitt 5( 10 Seattle, . WA Ny191 TF , 2i)6.$87.7121) FAx421)0., 5117.7122 All reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description Drawn by: RW Project No: 07— SBO7 -00 1 REGISTERED ARCHITECT P G. KOLODXTEJSKI STATE OF WASHINGTON 7196 REVIEW/ PERMIT 1 2/1 2/07 Reviewed by: KK EQUIPMENT ELECTRICAL/ FINISH PLAN Dote Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 R C IVED DEC 182007 PERMIT CENTER DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WfrH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS, DOOR SCHEDULE DOOR NUMBER DOOR HARDWARE GROUP FRAME MATERIAL FIRE RATING (MIN) n z NOMINAL WIDTH NOMINAL HEIGHT Jdi. 202 3' -O" 7'--O" A 2 HM NR DOOR TO BE PAINTED TO MATCH WALL COLOR 203A 6' -0" 8' -0' B 1 HM 20 MIN DOOR TO BE PAINTED TO MATCH WALL COLOR 203E 6'--O' 8' -0' B 1 HM 20 MIN DOOR TO BE PAINTED TO MATCH WALL COLOR 205 3'--0" 7' -O' A 3 HM NR DOOR FINISH TO MATCH BUILDING STANDARD, REFER TO FLOOR 1 206 3' -O" 7' -O' A 3 HM NR DOOR FINISH TO MATCH BUILDING STANDARD, REFER TO FLOOR 1 HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GI� t' P NON 1 ED, ENTRY LOCKSET -RATED 1 ENTRY FUNCTION LOCKSET 2 PAIR HINGES 1 AUTOMATIC FLUSH BOLT 1 DUST PROOF STRIKE 1 ASTRAGAL - FULL- LENGTH 2 DOOR CLOSERS 1 COORDINATOR - FULL- LENGTH OR SEQUENCER 2 FLOOR - MOUNTED DOOR STOPS 1 SMOKE SEAL ACCESS CONTROL SYSTEM {BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION 1008.1.3.4 AND ANY LOCAL REQUIREMENTS. GROUP 2 SINGLE, STOREROOM LOCKSET NON -RATED 1 STOREROOM FUNCTION LOCKSET 2 PAIR HINGES 1 WALL- MOUNTED DOOR STOP GROUP 3 RESTROOM ENTRY 1 D -PULLS 1 PUSH PLATES 1 CLOSER SEE EXAMPLE ON 3RD FLOOR. DOOR TYPES FRAME PAINTED FLUSH S.C. II PAINTED HOL METAL HOLLOW METAL DOOR PAINTED HOLLOW METAL FRAME FLUSH S.C. , HOLLOW METAL DOOR MINUTE RATED I 20 ASSEMBLY WIDTH WIDTH 1' 1 ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6 -17) and the additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. b. The wid of the perimeter supporting closure angle shall be not less than 2,0 i . (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3 /4 -in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 ft2 (92.9 m2), horizontal re-traint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2' BOTH ENDS OF WIRE -TYP. TYPICAL MTL. STUD ANCHOR BRACKET w on 3 STUDS MIN. NOTE COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. . COORDINATE ANCHOR BRACKET LOCATION WfrH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. PROVIDE MIN 25 GA STUDS & ANCHOR • BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 348 PAN HEAD SHT. MTL SCREWS 6x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6'X16ga UNPUNCHED STUD TRACK, ATTACH TO '3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING 1 o " VCT VCT -1 12" ADA RAMP ELEVATION PROVIDE METAL TRANSITION STRIP FROM MATT TO VCT. NTS NTS Co NOT USED DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW 1- --1/2" 0 PAINTED TUBE STEEL HANDRAIL WITH .SUPPORT 8' -0" Q.C. BLOCK SOLID. r dim 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. GENERAL DEVICE ALIGNMENT ACT CEILING @ 1O -0 END OF RAMP R -1 RUBBER MATT FLOORING MAX SLOPE 1 :12 PROVIDE ACCESS FOR RAMP TRANSlTION- 1 /4"=1'—o" 30 -0" 12" FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT HANDRAIL REQURED ON BOTH SIDES AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW LIGHT & PROJECTION SCREEN SWITCHES, WAIL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET \_ RETURN TO • PARTITION i VERTICAL OF ACT MATERIAL ACT CEILING @ 1O' —O" B -1 4" RUBBER BASE NTS NTS CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH CITY OmCIALS. ACT SEISMIC BRACING C j LU VERIFY IN HELD 12 GA. VERTICAL HANGER WIRE AT 4' -O' EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE DIAGRAM COLUMN FURRING DETAIL VCT AS SCHEDULED ACCESS FLOOR PANEL IN UNDERSTRUC''URAL SYSTEM ACCESS FLOOR PEDESTAL ASSEMBLY ATTACH PER MANUFACTURES SPEC. DOSING STRUCTURAL CONCRETE SEISMIC COMPRESSION STRUT 2 1/2' X 25 GA METAL STUDS � 24' OC,TO9' -9' MAX HEIGHT. STUDS TO BE INSTALLED TO 6' ABOVE GWB CEILING. BRACE STUDS TO SILL!, COLUMN AS REQUIRED. DESIGNER TO COORDINATE STUD SIZE /SPACE IF GREATER HEIGHT IS REQ'D 1 LAYER 5/8" TYPE "X' G.W.B. ONE SIDE ONLY. G.W.B TO BE INSTALLED TO 6" ABOVE GWB CEILING. METAL RUNNER TRACK WITH POWER DRIVEN FASTENERS 24' CC 1 AIR POCKET COLUMN CONFIGURATION MAY BE DIFhtNENT NO SUBSRTItTIONS ALLOWED NTS N.T.S. INTERFACE AF IS BASIS OF DESIGN. MATCH EXISTING CONDITIONS AND VERIFY MANUFACTURER HAS UL LISTING. TYPICAL ACCESS FLOORING DETAIL N.T.S. E DEC 10 2008 E = EXISTING, MATCH ALL. EXISTING CONDiONS -L-1(e5 A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 burgess design f interiors 0 architecture 132ii fifth Avenue Suite raw Settle . Y(A $mtot TEL• 7nErN? 7I7L rA ( 587.71]7 M reproduction & intellectual property rights reserved c 2006 Professional seal REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON Drawn by: RW 7796 No. Issue Description Project No: 07-- 5E07 -00 Reviewed by: KK Date• REVIEW/ PERMIT 12/12/07 DOOR SCHEDULE 1 DETAILS ECENED ' DEC 18 2007 PERMIT CENTETLt Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 ,61 L 20' FLOOR TO FLOOR EXISTING CONCRETE /STEEL DECK.. 1/2' GLR. 18 GA. CONT. VERT SLOTTED DETECTION TRACK W /, 1/4" 0 RAWL 'MAC' NAIL —IN . FASTENERS 2'-0" (EMBED 1 -1 /B" MIN.) NAP i --"j a,„ wet Wig l ° 1 BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS • SEE STRUCTURAL A /A.9.2 LONG LEG TOP TRACK CEILING AS SCHEDULED x.20 GA. METAL STUDS 24" OTC, TO 12' --3" MAX. HEIGHT 1 LAYER OF 5/8" TfPE "X" GYP. BD. FA. SIDE OF METAL STUDS. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24 SEE STRUCTURAL .B/A.9.2 MET RUNNER TRACK NON - RATED FLOOR DECK SEE M /A.9.2 FOR STRUCTURAL REQUIREMENTS. SILL DETAIL i 111L. /At 11f 1111uf111111111111111111i ,11111111111111 • BOTTOM OF STRUCTURE 12" CONT. 20 GA. TRACK W/ 1/4' 0 RAWL "ZAMAC' NAIL --IN FASTENERS. EXISTING CONCRETE SLAB 2"X25 12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDE R DRIVEN OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -0' OR LESS 2 1/2'x25 GA METAL. STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERFEINDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0* TO 1O —OQ SHALL USE NEB OR BACK TO BACK 3 -1 /2' 25 GA STEEL STUDS. ABOVE 10' --O' OR PLENUM. • CONTACT ARCHITECT FOR ADDITIONAL • INFORMATION. MAX PARTfT1ON WEIGHT 16E68./PS.F. . SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8' CONT. FOAM SOUND ISOLATION TAPE TAPPABLE MET. TOP TRACK ATTACHED 10 BRACING W/2 SELF TAPPING SM. 'SCREWS 0 48'oc, AND 3/4" PIPE: SLEEVES 2 1/2 "1 25 GA METAL STUDS • * 24w OC, TO 14' —D' MAX. HEIGHT. 1 LAYER 5/8" TYPE 'X' GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN • FASTENED * 24" OTC MET, RUNNER TRACK SEALANT CONCRETE SLAB 12" NTS NON -RATED FLOOR TO CEILING PARTITION DOUBLE 600 S 162 -33 © MAN . . DOOR JAMBS CLYP.) HEADER • ELEVATION MAN DOOR OPENING BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VE3<TECAL PENETRATIONS OCCUR • IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEER INC NT DEFLECTION • TRACK 0 CEILING AS SCHEDULED SEE STRUCTURAL .A/A.9.2 INSULATION WHERE NOTED WALL TYPE: JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT° SEE STRUCTURAL B/A.9.2 FIRE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 ONE -HOUR RATED PARTITION 12" H, DER SECTION BUILT —UP HDR 2 -600 S- 182 -33 W/ CONT TRACK T &L3 W/ #8 012'O.C. IN 4 PLACES — EXTEND WEBS ATTACH EA. SIDE EA. STUD WITH 3 8. CONT. 20 GA. TRACK W. 2 #8 EA. STUD RATING 'NO.: UL U419 CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION—PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE 'STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO ELDOR AND CEJLING WITH FASTENERS 24" OC. MAX. 0 CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION -- PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA, MIN 1-1/4' FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE GUT 3/8" TO 3/4' LESS THAN ASSEMBLY HEIGHT. SEE STRUCTURAL A/A.9.2. MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MAITKLNGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYE+t SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE E JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI— LAYERED SYSTEMS) STAGGERED A MIN OF 12'. PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE TYPE S OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ffEti 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2' AND 5/8' PANELS OR 1 -1/4" LONG FOR 3/4' THIO;K PANELS, SPACED 8' OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" 0C, ALONG VERTICAL AND BOTTOM EDGES AND 12' OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY: VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. SEE D /A.9.2 FOR STRUCTURAL REQUIREMENTS. —0" I ii PER CALCULATIONS BY ENGINEERS NW DATED 12.12.07 1. • STRUCTURAL REQUIREMENTS SUPERSEDE OTHER REQUIREMENTS. 2. ALL FULL HEIGHT STUDS 0 24'.' O.C. MAX. W/ 2 #8 EA END OF SILL 3. PROVIDE DOUBLE STUDS @ ALL MAN. DOOR OPENINGS. 4. TOTAL SPAN OF STUDS SHALL BE NO MORE THAN 22' -8' IN HEIGHT. 5. ALL PARTITIONS ARE NON—BEARING. 6. SEE CALCULATIONS FOR DESIGN CRITERIA 7. PROVIDE DETAIL C /A9.2 AT ALL DOORS W/ FULL HEIGHT WALLS. STRUCTURAL NOTES uZr� i� 0" 4" 8" 12" DEC 10 2008 NTS A Tenant improvement for. SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant SABEY DATA CENTER . lntergate East, Building 5 -2ND FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 . Drawn by: RW burgess design f interiors architecture 1321; fifth Avewr Suite :.tii1 Se.t,k. WA UHID1 TCL• 7M 537 71711 F%1 RIG :.97.71 MI reproduction & int&Iectual property rights reserved c 2005 Professional seal No. ' Issue Description REGISTERED ARGHfTEOT KIP G. KOLOMEiSKJ STATED E:WASH1NOTON 7196 Date REVIE=W/ PERMIT • 12/12/07 Project No: 07— SE307 --00 WALL DETAILS Reviewed' by: KK . •RE F N r: ,,_ DEC 18 2007 PERMIT CEO Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 CT-4 ACCENT WALL TILE,: ` .CENTER OVER ' PLUMBING ; ., FIXTURES, TYP. • • CT-3 ACCENT WALL` TILE. CT -2. WALL: TILE '. RETURN CT -.2 •QN PERPENDICULAR WALL TO EX IE D ONE . FULL TILE BEYOND .NEW; TOILET PARTMON NEW STALL. PARTTRO S. INENNEEIU! MENEM ESVIEMM,'NE R - OM 'N ®11111■•RI1111111 M ••I 1IIR REIRIEME UUN®U® II_.!e ®. ®. QUIRE® YANNEN®ENEE ,uu®®N NENBEITEMMEN ■ENNEN •fuI ®E ®NU lU I1 NENNEMMENIMMENEMP ENENNIMPATIMEMMENONE ENEENENIMMILIMINNEN NEENNENEENNE NEEMENNEMEMEN ENNEENENELIZTa NEENEMMINNEEN ELEVATION RESTROOM • MIRROR S.5 MIRROR CHANEL 27. X 2 ALUMINUM SUPPORT SIDE- AND BACK. WALL WSW/ FLUSH WITH • SURFACE • - Or CLEATS RESTROOM SINK AND COUNTER LiTh WALT..— MOUNTED LIGHT FIXTURE, WHERE OCCURS : VG FIXTURE ACCESSARY P--LAM SUPPORT 0 24' 0.C. MAX 3 /8 "- 1'7Q. •1" .. 1 s_ ACM--> -OR • NON, ACCESSIBLE URINAL MOUNTING: NT. NON HC • ACCESSIBLE • W.C. • PROVIDE & INSTALL MIRROR TO RUN LENGTH OF WALL PROVIDE & INSTALL LAVATORY, COUNTERTOP, FAUCET, AND SOAP DISPENSERS. , • CT-2 WALL TILE AND COVED BASE PER FINISH SCHEDULE. HO ACCESSIBLE W.C. • ' 8 ". MIN - f , , � B" MAX /TOE CLEARANCE TYPICAL ABBREVIATIONS 1'--5 MIN DEPTH t 40- 44 0 0 5r .c SIM TW. OPP. F;X J,=s JANITOR PROVIDE FULL—HEIGHT BUILDING STANDARD MIRROR ALONG LENGTH OF COUNTEROP AND STARTING ABOVE COUNTERTOP (BOTTOM 0 MAX HEIGHT 401. REFER TO ELEVATION A /A.9.2 FOR ADDITIONAL INFORMATION 4 OVIDE CT-2, CT -3, AND CT-4 AT PLUMBING WALLS, RUM TO BEVATIO FOR ADDffIONAL INFORMATION. PROVIDE RULLNOSE WALL TILE AT TILE STOPPING POINT. • 4 PROVIDE INSTANT —FLOR WATER HEATER S-80 AND ALL REQUIRED ELECTRICAL AND PLUMBING. COORDINATE WITH BUILDING MANAGEMENT. C> PLASTIC LAMINATE COUNTERTOP, APRON AND SUPPORT BRACING. COMPACTOR SHALL MODIFY AS REQUIRED FOR NEW LAYOUT COORDINATE WffH BUILDING MANAGEMENT IF•TNVENTROY IS AVAILABLE FOR REUSE. . BUILDING STANDARD JANITOR FLOOR SINK. PROVIDE NEW FAUCET AND FRP ' WALL FINISH AT WET WALLS. . . 1. FOR CALLOUTS SEE A.2C.1 WOMENS ROOM MEWS „ ROOM ENLARGED FLOOR PLA ssiBLEN AC • ACCESSIBLE CH COAT HOOK GB • GRAB. BAR Pip PAPER TOWEL DISPENSER SCD SEAT COVER DISPENSER • SD SOAP DISPENSER SND SANITARY NAPKIN DISPOSAL r e SIN •TPD PTP/WR SANITARY NAPKIN VENDOR TOILET PAPER DISPENSER PAPER TOWEL DISP./WASTE REC. <PTD t 1/4" = 1 s -0" F -NOTE t • N) "r7 N 1 HR RATED CORRIDOR n r BUBBLER EWC EWC N FIRE EXITNGUISHER CABINET A Tenant Improvement for . . SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 . Tenant. SABEY DATA CENTER . • Intergate.East, Building 5 FLOOR RR & CORR. 3355 South 120th Place Seattle, WA 98168 • . • burg design I interiors 0 architecture )37r nkh Avrnur Suite ritrti Seattle , WA SA 101 TEL NW SA7 717Q iAX7n i .117.7177 M reproduction & intellectual property rights reserved c 2006 Professional seal No. Issue Description Drawn by: RW Project No:•07-- SEQ7 -OO ELEVATIONS/ ATIONS/ DETAILS Reviewed' by I( EX DEC 1' D 2008 Dat • • REVIEW/ PERMIT 12/12/07 RECEIVED . DEC 18 zoo? PERMIT CENTER Original' drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.3 II