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HomeMy WebLinkAboutPermit D10-228 - SAVVIS - ADA DOOR AND COUNTER AREASAVVIS 12301 TUKWILA INTERNATIONAL BL D10-228 City ddftukwila 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. tukwi la. wa. us DEVELOPMENT PERMIT Parcel No.: 0923049367 Permit Number: D10 -228 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Issue Date: 09/29/2010 Suite No: Permit Expires On: 03/28/2011 Project Name: SAVVIS Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: KENNETH BIRDSALL Address: 1590 OAKLAND RD, STE B107 , SAN JOSE CA 95008 Contractor: Name: FISH ON CONSTRUCTION LLC Address: 14619 SHERMAN DR NW , GIG HARBOR WA 98332 Contractor License No: FISHCCL917QE Phone: 408 453 -2871 Phone: 253 - 886 -2523 Expiration Date: 11/05/2011 DESCRIPTION OF WORK: REPLACE EXISTING MANTRAP DOOR WITH NEW ADA COMPLIANT MANTRAP DOOR AND ADD NEW TOUCHDOWN COUNTER AREA Value of Construction: $85,000.00 Fees Collected: $2,179.04 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIA Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -228 Printed: 09 -29 -2010 City oilnukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: hitp: / /www.ci.tukwila.wa.us Permit Number: D10 -228 Issue Date: 09/29/2010 Permit Expires On: 03/28/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: "I ' )-C1" ( 0 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 pe does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe o ance of work. I authorized to sign and obtain this development permit. Signature: 2%� Date: /' (- 71) Print Name: T a-/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -228 Printed: 09 -29 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht4,://www.ci.tulcwila.wa.us PERMIT CONDITIONS Parcel No.: 0923049367 Permit Number: D10 -228 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 08/26/2010 Tenant: SAVVIS Issue Date: 09/29/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 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. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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. (IFC 906.3) (NFPA 10, 3 -2.1) doc: Cond -10/06 D10 -228 Printed: 09 -29 -2010 • S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: htqx/Iwww.ci.tukwila.wa.us 15: 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) 16: 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) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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) 24: 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) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 26: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 27: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 28: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire doc: Cond -10/06 D10 -228 Printed: 09 -29 -2010 wq� 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:/lwww.ci.tulcwila.wa.us Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 31: 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. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -228 Printed: 09 -29 -2010 • • City of Tukwila r; �y 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit • •es not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfp ce of work. Signature: Print Name: Date: / doc: Cond -10/06 D10 -228 Printed: 09 -29 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwilawa.us Building Permit No, Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: King Co Assessor's Tax No.: 01 -101-4 934 1 12301 Tukwila International Blvd. Tukwila, WA 9811] Suite Number: Floor: Tenant Name: Savvis Property Owners Name: '54114 16 Mailing Address: 5.41yta' C, S '1601 /e- New Tenant: ❑ Yes .. No City State Zip CONTACT PERSON — who do we contact when your permit is ready to be iss ued Name: Kenneth Birdsall - Devel Construction, Inc Mailing Address: 1590 Oakland Road, Suite B107 E -Mail Address: kbirdsall @develconstruction.com Day Telephone: (408) 453 -2871 San Jose, CA City State Fax Number: (408) 453 -0458 95008 Zip GENERAL CONTRACTOR INFORMATION =, (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Devel Construction, Inc Mailing Address: 1590 Oakland Road, Suite B107 Contact Person: Ken Birdsall E -Mail Address: kbirdsall @develconstruction.com Contractor Registration Number: San Jose, CA City State Day Telephone: (408) 453 -2871 Fax Number: (408) 453 -0458 95008 Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Gensler Mailing Address: 1200 6th Ave Seattle, WA 98101 Contact Person: Chad Yoshinobu E -Mail Address: chadyoushinobu @gensler.com City State Day Telephone: (206) 654 -2100 Fax Number: (206) 654 -2121 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H: Wpplications\Forms- Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised: 7 -2010 hh City State Zip Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 85,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Replace existing mantrap door with new ADA compliant mantrap door and add a new touchdown counter area. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ptSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safe ata 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. H:\Applications\Forms- Applications On Line\2010 Applications \7-2010 - Remit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 86,725 900 0 0 I IA B 2 "d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ptSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safe ata 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. H:\Applications\Forms- Applications On Line\2010 Applications \7-2010 - Remit Application.doc Revised: 7 -2010 bh Page 2 of 6 IDate Application Accepted: ' r —, ( !) 0041Q PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORIZED AGENT: Signature: V 1� �j \ Print Name: t���� 0.,,,N\ �✓ i�v'n/1� f ���5 ��� Mailing Address: l ( Day Telephone: City Date: zo `) lU fS4 Zip State Date Application Expires: Staff Initials: k I H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 0 . C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049367 Permit Number: D10-228 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 08/26/2010 Applicant: SAVVIS Issue Date: Receipt No.: R10 -01928 Initials: User ID: WER 1655 Payment Amount: $1,322.40 Payment Date: 09/29/2010 09:30 AM Balance: $0.00 Payee: FISH ON CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2068 1,322.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,322.40 1,317.90 4.50 doc: Receipt -06 Printed: 09 -29 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049367 Permit Number: D10 -228 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 08/26/2010 Applicant: SAVVIS Issue Date: Receipt No.: R10 -01682 Initials: User ID: Payee: JEM 1165 Payment Amount: $856.64 Payment Date: 08/26/2010 10:03 AM Balance: $1,322.40 DEVEL CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 74839 856.64 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 856.64 Total: $856.64 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -26 -2010 INSPECTION NO • .4: /2 INSPECTION RECORD Retain a copy with permit b to22.8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 • Project:, Type of Isspection: Address: Date Called: Special Instructions: t.. - . . • Date Wanted: n a: . — Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. COMMENTS: 0611,14,f1e4e Fi-Aht SPECTION FEE R UIRED. Pri r to next inspection. fee must be • 4 • at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiort: •••' 44'4' ."7-' :nem= •-•al.wra7:90-0=weauxasnlac.-....;;:xsare.-4.--• • ....la -•144e....weliwtm • •• INSPECTION RECORD INSPECTION NO. etain a copy with permit t. Mo • 'CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 •. Permit Inspection Request Line (206) 431 -2451 1 / Projec ,jam a Type of Inspection Address: PAO 1 .7s--...5 Date - Called: • . Special Instructions: . • • Date Wanted: a.m. Requester: Phone No: 7 53 --617g -99 31 Approved per applicable codes. • • El Corrections required prior to approval: COMMENTSeD , \‘ c..3_ fit lyde j, (fp SPECTION FEE REQQIRED. Priolto next inspection, fee must.be d at 6300 Southcenter Kid., Suite 00. Call to schedule reinspection. sue, , - • . 1 -- ., :.,�,- -R+:'• . . P *.w. et- . sa�-^t^ . INSPECTION RECORD Retain a copy with permit • INSPECTION NO. s CITY/CIF TUKWILA BUILDING DIVISION ° 6300 Southcenter Blvd:; #100, Tukwila :WA 98188 (206) 431 =3670 • Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Project Type o Inspection; Address: t 7 3O 1 _ Date Called: (•8 Special Instructions: ,� . • Date Wanted: a.m. s•` -4 -( Requester: Phone No: 7533 -g86--7 523 Approved per applicable codes. 0 Corrections required prior to approval. • COMMkNTS: 774-.) 444 6 2 (1 „,,, A, p _ " • Date: E SPECTION FEE RE UIRED. Prio to next inspection. fee must be p- d at 6300 Southcenter Blvd.. Suite 00: Call to schedule reinspection. r— es.e-- m.%:Ta ereram. . --rem ••®^+ ;.l—'. fl..,e a;••• •;- tr ?..ems 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dlo . it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206= 575 -4407 (--- Project: ,�y 5f�- UV c_ Type of Inspection: L S P4 t /4Tr. e --c,m 't --- Address: 0.30 \ °1` : L, Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: SP c7v.Iyhc o(L Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - • 'Inspector: crfr, 5- : • Date: ;% /. ‘/(a Hrs.: I . n $80.00 REINSPECTION FLEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form:Doc . 1/13/06 T.F.D. Form F.P. 113 2 r. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 4 1)10-Z2ff L-� .2t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206 -575 -4407 Project: ,.- AVW,5 of Inspection: 562,,Yifel.s„, /c. ✓Jii.. Address: /23,91 - 6 Suite #: Contact Person: Pre -Fire: Special Instructions: Phone No.. i. S Approved per applicable codes. Corrections, required prior to approval. COMMENTS: }•1 Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector: - eorM53 . Date:. /O. j,'vft e, . Hrs.: / $8.0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department.. can to. schedule a. reinspection: Word/Inspection Record Form.Doc 1/13/06 ::. ns: T.F.D. Form F.P. 113 4 � ., acx, ti •ws «cam * .w : wz r >>. ... ?rsr » .r, _: � . Ar. sa -7: • INSPECTION NUMBER INSPECTION RECORD Retain a copy withipermit Poo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 206 -575 -4407 Project: � � Type of Inspection: 10sie.1• Address: /230 t Suite #: 7 ,63 Contact Person: T/A40v. Igioatles C. r 01 l Special Instructions: Phone No.: Approved per applicable codes. R [X1 Corrections required prior to approval. COMMENTS: Date: ©p y ho Sprinklers: '.- .. Fire Alarm: AOb %iI ogg, 7v /lawA €,le4c. /1" 5e erf ? (..•,-J e� Hood & Duct: A I du I.5, de. a/ ,tea to. Ardk P /o E b y eie.k <o-p/v L../ Al IM 13 2)/0 9.7.3 -5 2' .9 Permits: Occupancy Type: ,t(e o c /,A a 4A 0,5,,,..-. p// sg,sJ j743_- 4ao►rs[- .. � pev ,P� s 9.7.3.5. 7 .. y Needs Shift Inspection: Date: ©p y ho Sprinklers: '.- .. Fire Alarm: • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: �4a......- bA — PAASLI Date: ©p y ho Hrs.: I. 0 TI $80.00 REINFECTION 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 l T.F.D. Forn( F.P. 113 f i • • Jim Haggerton, Mayor epartment of Community .i evelopment Jack Pace, Director September 2, 2010 Kenneth Birdsall Devel Construction Inc 1590 Oakland Rd — Suite B107 San Jose, CA 95008 RE: Correction Letter #1 Development Permit Application Number D10 -228 Savvis —12301 Tukwila International Bl Dear Mr. Birdsall, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -228 W:\Pennit Center \Correction Letters \ 20I0\D10 -228 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 • Building Division Review Memo Date: September 2, 2010 Project Name: SAVVIS Permit #: D10 -228 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As of July 1 2010 City of Tukwila adopted the 2009 International Building codes. Please review plan sheets and revise plan notes to show plans and details in compliance with the current 2009 International Building codes including 2009 UPC, 2006 WSEC, 2003 ANSI as well as all other related local building codes. Code references shall be noted on the cover sheet. 2. The code reference specified for the delayed egress doors are not in the current 2009 International Building codes. Provide code specifications on the plan for operation of the Delayed Egress door installation. (2009 IBC 1008.1.9.7- #'s 1 through 7) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • C PY PLAN REVIEW /ROUTING SLIP d -r' ACTIVITY NUMBER: D10 -228 DATE: 09 -09 -10 PROJECT NAME: SAVVIS SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued EPAR MENTS: q- 0 u lding ivision Public Works Fire Prevention Structural n Planning Division Fl Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-14 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-12 -10 Approved ❑ Approved with Conditions xi Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT C : r D COPYI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -228 DATE: 08/26/10 PROJECT NAME: SAVVIS SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPAR MEN S: q_ �O tAlt Ting Division Dann Pub Ic Wor s AIM .k■ N oi ' ‘° Fire Prevention Structural n 31 1A/' Vli'A��v Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08/31/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 09/28/10 Not Approved (attach comments) DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: `� 2 _ 1 Il i Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: C'"'� Documents/routing slip.doc 2 -28 -02 • City of Tukwila Steven M. Mullet, Mayor Deportment of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: htia: / /www.ci.lrrkwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals innst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: 716110 Plan ChecWPermit Number: D 1 0-228 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Nanie: Savvis Project Address: 12301 Tukwsil_ar International Bl Contact Person: 6A% --1 Z-IMM AI Phone Number: (2 ) (p51-1-2130 Summary of Revision: AVOW 1 bey0t011, 15.<61.,e. Vim' IJT"' " 6.0 (XS 1-0 1ft. atic12.. SI T. AM ENI p -(1-,L=c? RECEIVED COW OP TUKWILA P. 0 9 2010 PEwurcpntlifR Sheet Numbers): F6'R ( ) Go1Ple5 of st s A00'00 "Cloud" or highlight all areas of revision including date of revisio r Received at the City of Tukwila Permit Center by: tlit— Entered in Permits Plus on .it \ applicatianstlitrms- apptianions on linckevisiun submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Peter Friendly Page S General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name FISH ON CONSTRUCTION LLC UBI No. 602967498 Phone 2538862523 Status Active Address 14619 Sherman Dr Nw License No. FISHCCL917QE Suite /Apt. License Type Construction Contractor City Gig Harbor Effective Date 11/5/2009 State WA Expiration Date 11/5/2011 Zip 98332 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date COX, STEPHEN W Partner /Member 11/05/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6679737 11/05/2009 Until Cancelled $12,000.00 11/05/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 LIBERTY NORTHWEST INS CORP BH054311050 11/05/2009 11/05/2010 $1,000,000.00 11/05/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 09/29/2010 KEY PLAN / EXITING PLAN GRAPHIC SYMBOLS LEGEND: s� a NOT IN CONTRACT EGRESS PATH AREA OF WORK 9 k i-row 1008.1.9.7 Delayed egress locks. Approved, listed delayed egress locks shall be permitted to be installed on doors serving any occupancy except Group A, E and H occupancies in buildings that are equipped through out with an automatic sprinkler system in accordance with Section 903.3.1.1 or an approved automatic smoke or heat detection system installed in accordance with Section 907, provided that the doors unlock in accordance with Items 1 through 6 below. A building occupant shall not be required to pass through more than one door equipped with a delayed egress lock before entering an exit. 1. The doors unlock upon actuation of the automatic sprinkler system or automatic fire detection system. 2. The doors unlock upon loss of power controlling the lock or lock mechanism. 3. The door locks shall have the capability of being unlocked by a signal from the fire command center. 4. The initiation of an irreversible process which will release the latch in not more than 15 seconds when a force of not more than 15 seconds when a force of not more than 15 pounds is applied for 1 second to the release device. Initiation of the irreversible process shall activate an audible signal in the vicinity of the door. Once the door lock has been released by the application of force to the releasing device, relocking shall be by manual means only. Exception: Where approved, a delay of not more than 30 seconds is permitted. 5. A sign shall be provided on the door located above and within 12 inches of the release device reading: PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS. 6. Emergency lighting shall be provided at the door. i SEPARATE PERMIT REQUIRED FOR: t f Plumbing d Gas Piping City of Tukwila ii WING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may inc'ude additional plan review ices. DOOR SCHEDULE DOOR # ROOM NAME 100 ENTRANCE 101 MANTRAP 110 CONF. SIZE THICKNESS FINISH TYPE MATL. FRAME HDWE. 3' -0" x 8' -0" 1314" S.S. A STL. STL. 3 3' -0" X 8' -0" 1314" S.S. A STL. STL. 1 3' -0" x 7' -0" 1314" PAINT B STL STL 2 3'-0 1'-6" 3' -0" TYPE "A" DOOR: BULLET GUARD SINGLE FULL -LITE LEVEL 3 POLY - CARBONATE B.R. WI S.S. CLAD HARDWARE UST: EAVY DUTY HINGES ECTRIC HINGES ECTRIC LOCKSET LEAYED EGRESS ELEC. PANIC LOSER DOME FLOOR STOP COAT HOOK POWER SUPPLY KICKPLATE POWER SUPPLY TYPE "B" DOOR: PAINTED DOOR TO MATCH (E) US26 FINISH U.O.N. MCKINNEY T2714 - 4.5" x 4.5" x NPR MCKINNEY T2714 E- 4.5" x 4.5" x QC SCHLAGE L9080PEU- RX -07A VON DUPRIN CHEAT E- CX9875Lx07 -F LCN 4010 SERIES IVES FS436 IRON MONGER 310-2G W1601 VON DUPRIN AS REQD. FOR HARDWARE ROCKWOOD MANF. K1050 10" H. X 34" W. VON DUPRIN AS REQD. FOR HARDWARE * COORDINATE ALL SECURITY REQUIREMENTS wl SECURIX . VERIFY ALL HARDWARE & EQUIPMENT HAVE NECESSARY POWER/COMM AND WORK TOGETHER BEFORE INSTALLING. COLUMN GRID REFERENCE NUMBER COLUMN GRID LINES AND REFERENCE NUMBER DETAIL NUMBER SHEET NUMBER L12.NW SIM DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR NUMBER AND AREA OR PHASE s--- AREA TO BE DETAILED • LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION ROW ON SHEET WHERE ELEVATION IS SHOWN SHEET NUMBER WHERE ELEVATION IS SHOWN REVISION CLOUD DEPICTING ARE REVISED 01 — D OFFICE 1A25 A F- (MW01) t A ROOM NAME ROOM NUMBER KEY NOTE WALL TYPE REFERENCE DOOR TYPE HARDWARE TYPE WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) MILLWORK REFERENCE NUMBER (REFER TO MILLWORK SCHEDULE) MATCH LINE SYMBOL ALIGN WITH ESTABLISHED SURFACES WALL FINISH BASE FINISH EXTENT OF WALL/WAINSCOT /BASE FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH HARDWARE GROUP GROUP #1 BULLETGUARD SINGLE DELAYED EGRESS FULLY COMPLIANT W/ SECTION 1008.1.9.7 FOR DELAYED EGRESS. INCLUDES THE FOLLOWING SIGNAGE, "PUSH UNTIL DOOR ALARM SOUNDS, DOOR CAN BE OPENED IN 15 SECONDS "." THESE DOORS MUST COMPLY WITH ALL SECTIONS OF THIS CODE. 1112 PR HEAVY DUTY HINGES 1 POWER SUPPLY 1 DELAYED EGRESS ELECTRIC PANIC 3 SILENCERS 1 DOME FLOOR STOP 1 CLOSER 1 KICKPLATE 1 DOOR CONTACT (BY SECURITY) 1 Blalil64SE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 2 CARD READER (BY SECURITY) DRAWING INDEX ARCHITECTURAL A00.00 DRAWING INDEX, VICINITY & LOCATION MAPS & PROJECT INFORMATION, KEY PLAN, GRAPHIC SYMBOLS A00.10 ABBRIEVIATIONS & GENERAL NOTES A00.20 TYPICAL INFORMATION A01.01 PARTITION & REFLECTED CEILING DEMOLITION PLANS A02.01 PARTITION & POWER - COMMUNICATION PLANS A04.01 REFLECTED CEILING & FINISH PLANS A08.01 INTERIOR ELEVATIONS Al2.00 DETAILS Al2.01 DETAILS I3SAVV1S Mantrap & Branding Upgrade 1= nitwits 1Blvd WA OMB VICINITY MAP Gensler LOCATION MAP PROJECT INFORMATION 61PrQI R #2 BEAURDCVNFBR E 1/2 PR ELECTRIC HINGE 1 ELECTRIC LOCKSET 3 SILENCERS 1 DOME FLOOR STOP 1 COAT HOOK 1 DOOR CONTACT (BY SECURITY) 1 PUSH BUTTON DOOR RELEASE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 1 CARD READER (BY SECURITY) 61iijQIINp#3 flUAINZWARIMINGLE, INSIDE LEVER ALWAYS FREE FOR (MEDIATE EGRESS. 112 PR ELECTRIC HINGE 1 ELECTRIC LOCKSET 3 SILENCERS 1 DOME FLOOR STOP 1 CLOSER 1 DOOR CONTACT (BY SECURITY) 1 PUSH BUTTON DOOR RELEASE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 1 CARD READER (BY SECURITY) MOTION DETECTOR (BY SECURITY) BUILDING ADDRESS: OCCUPANCY TYPE: (E) BUILDING AREA: (E) TOTAL FLOOR AREA: BUILDING TYPE: AREA OF WORK: BUILDING TYPE: PATH OF TRAVEL APPLICABLE CODES: 12301 TUKWILA INTERNATIONAL BLVD., TUKWILA, WA B OFFICE 86,725 SQ.FT. 26,628 SQ.FT. TYPE II -A 900 SQ. FT. CORRECTION Duo TYPE II -A FULLY SPRINKLED REMAINS APPROXIMAETLY 70' 61.11 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 N Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com Fria COPY Permit No. is 210 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize Vac violation of any ace t! code or ate. Receipt n approved Field and k i t :', t 11:1 is acknowledged: BY Date: °-R61 -' t D City Of Tlukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED _SEP 152010 A-J tAiL City of Tukwila BUILDING DIVISION Issues and Revisions RECEIVED SEP 0 9 2010 PERMIT CENTER No. Dab issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD 09.08.10 BUILDING DEPARTMENT RESPONSE DM MRD Registration and 22.8 IBC 2009 WITH STATE OF WA AMENDMENTS IBC 2009 IMC IBC 2009 UPC IBC 2006 WSEC IBC 2003 ANSI SCOPE OF WORK: REPLACE A EXISTING BULLET RESISTANT REVOLVING SECURITY PORTAL WITH A NEW HANDICAP ACCESSIBLE BULLET RESISTANT MANTRAP. UPGRADE FINISHES WITHIN THE LOBBY/RECEPTION AREAS TO MATCH CURRENT SAWIS STANDARDS. 9951 REGISTERED ARCHITECT CHAD H. SHINOBU t STATE OF WASHINGTON Project Name Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Description DRAWING INDEX, VICINITY & LOCATION MAPS, PROJ. INFO., KEY PLAN, GRAPHIC SYMBOLS & SCHEDULES Computer Fie R: \33.8047.000\ Scale Al drawings and written material appearing herein constitute arlgbal and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. 1\16 Ref.North A00.00 t ff r , # \ \ / T-0" MATCH (E) TYPE "B" DOOR: PAINTED DOOR TO MATCH (E) US26 FINISH U.O.N. MCKINNEY T2714 - 4.5" x 4.5" x NPR MCKINNEY T2714 E- 4.5" x 4.5" x QC SCHLAGE L9080PEU- RX -07A VON DUPRIN CHEAT E- CX9875Lx07 -F LCN 4010 SERIES IVES FS436 IRON MONGER 310-2G W1601 VON DUPRIN AS REQD. FOR HARDWARE ROCKWOOD MANF. K1050 10" H. X 34" W. VON DUPRIN AS REQD. FOR HARDWARE * COORDINATE ALL SECURITY REQUIREMENTS wl SECURIX . VERIFY ALL HARDWARE & EQUIPMENT HAVE NECESSARY POWER/COMM AND WORK TOGETHER BEFORE INSTALLING. COLUMN GRID REFERENCE NUMBER COLUMN GRID LINES AND REFERENCE NUMBER DETAIL NUMBER SHEET NUMBER L12.NW SIM DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR NUMBER AND AREA OR PHASE s--- AREA TO BE DETAILED • LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION ROW ON SHEET WHERE ELEVATION IS SHOWN SHEET NUMBER WHERE ELEVATION IS SHOWN REVISION CLOUD DEPICTING ARE REVISED 01 — D OFFICE 1A25 A F- (MW01) t A ROOM NAME ROOM NUMBER KEY NOTE WALL TYPE REFERENCE DOOR TYPE HARDWARE TYPE WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) MILLWORK REFERENCE NUMBER (REFER TO MILLWORK SCHEDULE) MATCH LINE SYMBOL ALIGN WITH ESTABLISHED SURFACES WALL FINISH BASE FINISH EXTENT OF WALL/WAINSCOT /BASE FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH HARDWARE GROUP GROUP #1 BULLETGUARD SINGLE DELAYED EGRESS FULLY COMPLIANT W/ SECTION 1008.1.9.7 FOR DELAYED EGRESS. INCLUDES THE FOLLOWING SIGNAGE, "PUSH UNTIL DOOR ALARM SOUNDS, DOOR CAN BE OPENED IN 15 SECONDS "." THESE DOORS MUST COMPLY WITH ALL SECTIONS OF THIS CODE. 1112 PR HEAVY DUTY HINGES 1 POWER SUPPLY 1 DELAYED EGRESS ELECTRIC PANIC 3 SILENCERS 1 DOME FLOOR STOP 1 CLOSER 1 KICKPLATE 1 DOOR CONTACT (BY SECURITY) 1 Blalil64SE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 2 CARD READER (BY SECURITY) DRAWING INDEX ARCHITECTURAL A00.00 DRAWING INDEX, VICINITY & LOCATION MAPS & PROJECT INFORMATION, KEY PLAN, GRAPHIC SYMBOLS A00.10 ABBRIEVIATIONS & GENERAL NOTES A00.20 TYPICAL INFORMATION A01.01 PARTITION & REFLECTED CEILING DEMOLITION PLANS A02.01 PARTITION & POWER - COMMUNICATION PLANS A04.01 REFLECTED CEILING & FINISH PLANS A08.01 INTERIOR ELEVATIONS Al2.00 DETAILS Al2.01 DETAILS I3SAVV1S Mantrap & Branding Upgrade 1= nitwits 1Blvd WA OMB VICINITY MAP Gensler LOCATION MAP PROJECT INFORMATION 61PrQI R #2 BEAURDCVNFBR E 1/2 PR ELECTRIC HINGE 1 ELECTRIC LOCKSET 3 SILENCERS 1 DOME FLOOR STOP 1 COAT HOOK 1 DOOR CONTACT (BY SECURITY) 1 PUSH BUTTON DOOR RELEASE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 1 CARD READER (BY SECURITY) 61iijQIINp#3 flUAINZWARIMINGLE, INSIDE LEVER ALWAYS FREE FOR (MEDIATE EGRESS. 112 PR ELECTRIC HINGE 1 ELECTRIC LOCKSET 3 SILENCERS 1 DOME FLOOR STOP 1 CLOSER 1 DOOR CONTACT (BY SECURITY) 1 PUSH BUTTON DOOR RELEASE (BY SECURITY), LOCATE BUTTON IN SECURITY 103 1 CARD READER (BY SECURITY) MOTION DETECTOR (BY SECURITY) BUILDING ADDRESS: OCCUPANCY TYPE: (E) BUILDING AREA: (E) TOTAL FLOOR AREA: BUILDING TYPE: AREA OF WORK: BUILDING TYPE: PATH OF TRAVEL APPLICABLE CODES: 12301 TUKWILA INTERNATIONAL BLVD., TUKWILA, WA B OFFICE 86,725 SQ.FT. 26,628 SQ.FT. TYPE II -A 900 SQ. FT. CORRECTION Duo TYPE II -A FULLY SPRINKLED REMAINS APPROXIMAETLY 70' 61.11 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 N Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com Fria COPY Permit No. is 210 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize Vac violation of any ace t! code or ate. Receipt n approved Field and k i t :', t 11:1 is acknowledged: BY Date: °-R61 -' t D City Of Tlukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED _SEP 152010 A-J tAiL City of Tukwila BUILDING DIVISION Issues and Revisions RECEIVED SEP 0 9 2010 PERMIT CENTER No. Dab issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD 09.08.10 BUILDING DEPARTMENT RESPONSE DM MRD Registration and 22.8 IBC 2009 WITH STATE OF WA AMENDMENTS IBC 2009 IMC IBC 2009 UPC IBC 2006 WSEC IBC 2003 ANSI SCOPE OF WORK: REPLACE A EXISTING BULLET RESISTANT REVOLVING SECURITY PORTAL WITH A NEW HANDICAP ACCESSIBLE BULLET RESISTANT MANTRAP. UPGRADE FINISHES WITHIN THE LOBBY/RECEPTION AREAS TO MATCH CURRENT SAWIS STANDARDS. 9951 REGISTERED ARCHITECT CHAD H. SHINOBU t STATE OF WASHINGTON Project Name Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Description DRAWING INDEX, VICINITY & LOCATION MAPS, PROJ. INFO., KEY PLAN, GRAPHIC SYMBOLS & SCHEDULES Computer Fie R: \33.8047.000\ Scale Al drawings and written material appearing herein constitute arlgbal and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. 1\16 Ref.North A00.00 DISABLED ACCESS NOTES t IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 2. FLOOR SURFACES SHALL BE SLIP - RESISTANT. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44" IN WIDTH. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 112" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 34" AND 48 " ABOVE FLOOR FINISH. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 34" AND 48" ABOVE THE FLOOR. 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 ". 10. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 11. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. 17. ENTRY TO SANITARY FACILITIES: 17.1. A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. 17.2. DOORWAYS TO HAVE A 32" CLEAR OPENING. 17.3. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. 18. TOILET ROOM ACCESSORIES 18.1. MOUNT BOTTOM EDGE OF MIRRORS NO HIGHER THAN 40" FROM THE FLOOR. 18.2. MOUNT TOILET TISSUE DISPENSERS WITHIN 12" FROM THE FRONT EDGE OF THE TOILET SEAT. 18.3. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM THE FLOOR. 19. SINGLE ACCOMMODATION TOILET FACILITY 19.1. WATER CLOSET TO HAVE A 28" CLEARANCE FROM A FIXTURE AND 32" FROM A WALL. 19.2. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 48 ". 19.3. A SPACE 36" X 48" IS PERMITTED IN FRONT OF EXISTING WATER CLOSET ACCESSIBLE TO THE HANDICAPPED. 20. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN 17" AND 19 ". 21. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL OR OTHER SURFACE. 22. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET. 22.1. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR. 22.2. SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER CLOSET STOOL. GRAB BAR AT BACK TO BE 36" LONG. 22.3. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/2". 22.4. PROVIDE 1-1/2° CLEARANCE BETWEEN GRAB BARS AND WALL. 22.5. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD. 22.6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 22.7. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 22.8. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 ". 23. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH. 24. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM WIDTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 25. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 26. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. 27. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. DEMOLITION NOTES 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK. 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. 9. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES. REFLECTED CEILING NOTES 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20 % OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE. 2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED: 2.1. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. 2.2. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. 2.3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL. 2.4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. POWER AND COMMUNICATION NOTES 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS. 3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE SWITCHES WITH EACH SWITCH CONTROLLING 50% OF LAMPS PER FIXTURE. 7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTERLINE AT +48" ABOVE FINISHED FLOOR. 8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK -TO -BACK. 10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE -PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. FINISH NOTES 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. GENERAL NOTES 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION 7. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 9. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 10. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR ". ALLOW FOR THICKNESS OF FINISHES. 13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. 15. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. FIRE DEPARTMENT NOTES 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT- CANDLE AT FLOOR LEVEL. COMPLY WITHBUILDING CODES. 4. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 6. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE - RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20- MINUTE RATING AND SHALL BE SELF - CLOSING. 7. 20- MINUTE DOORJAMBS TO BE TIGHT - FITTING, SMOKE AND DRAFT CONTROLLED. 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS A, FLAME SPREAD 0 -25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS B, FLAME SPREAD 26 -75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS C, FLAME SPREAD 76 -200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 10. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON- COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. 11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 12. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 14. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/ LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 16. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 17. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 18. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. ABBREVIATIONS K KIT KITCHEN L LAV LB LT LVLG LVR M LAVATORY POUND BRITISH POUND (CURRENCY) LIGHT LEVELING LOUVER MAX MFD MFR MECH MET MEMB MEZZ MIN MISC MLWK MOIST MOT MTD N MAXIMUM MANUFACTURED MANUFACTURER MECHANICAL METAL MEMBRANE MEZZANINE MINIMUM MISCELLANEOUS MILLWORK MOISTURE MOTOR(IZED) MOUNTED NIC NO NTS 0 NOT IN CONTRACT NUMBER NOT TO SCALE ORNA OVFL OVHD OPNG OPR P ORNAMENTAL OVERFLOW OVERHEAD OPENING(S) OPERABLE PTN PEDTR PBD PNL POLYST PORT PREFIN PREFAB PLAM PLAS PLSTC PLYWD PRTECN R PARTITION PEDESTRIAN PARTICLE BOARD PANEL POLYSTYRENE PORTABLE PREFINISHED PREFABRICATED PLASTIC LAMINATE PLASTER PLASTIC PLYWOOD PROTECTION RDR RECES RECPT REF REFL REFR REQD RESIS REINF RESIL RFG RM RO S READER RECESSED RECEPTACLE REFER(ENCE) REFLECTED REFRIGERATOR REQUIRED RESIST(ANT)(IVE) REINFORCE(D)(ING)(MENT) RESILIENT ROOFING ROOM ROUGH OPENING SCR SECUR SF SGL SHORG SIM SST STD STL STRFR STRUCT SURF SUSP SYS T SCRIBE SECURITY SQUARE FEET SINGLE SHORING SIMILAR STAINLESS STEEL STANDARD STEEL STOREFRONT STRUCTURAL SURFACE SUSPENDED SYSTEM(S) THK TLT TRAF TRANS TRTD T &G TYP U THICK TOILET TRAFFIC TRANSPARENT TREATED TONGUE AND GROOVE TYPICAL UNDRLAY UNDERLAYMENT UTIL UTILITY UNO UNLESS NOTED OTHERWISE V VEH VERT VIF W VEHICLE VERTICAL VERIFY IN FIELD W/ WC WD WDW W/O WITH WATER CLOSET WOOD WINDOW WITHOUT WT WEIGHT WTRPRF WATERPROOFING A ACCES ACOUS AFF AL ALT ANNUNC ANOD APPL ARCH AUTO AVG & B ACCESSORY ACOUSTIC(AL) ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANNUNCIATOR ANODIZED APPLIANCE ARCHITECT(URAL) AUTOMATIC AVERAGE AND BLDG BOLLD BD BLKG BRDLM BU C BUILDING BOLLARD BOARD BLOCKING BROADLOOM BUILT UP CAB CPT CEM CER CLG COATG COILG CONC CONSTR CONT CONTR COV CMU D CABINET CARPET CEMENT(ITIOUS) CERAMIC CEILING COATING COILING CONCRETE CONSTRUCTION CONTINUOUS(ATION) CONTRACT(OR) COVER CONCRETE MASONRY UNIT DBL DEPT DES DET DF DIA DIFF DIM DISP DIV DN DR DSCON DWR E DOUBLE DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DOWN DOLLAR (US CURRENCY) DOOR DISCONNECT DRAWER ELAST ELEC EMBED ENGR ENTR EQ EQUIP EXIST EXP JT EXPS EXT F ELASTOMERIC ELECTRICAL EMBEDD(ED)(ING) ENGINEER(ED) ENTRANCE EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXPOSE(D) EXTERIOR FAB FD FE FEC FHC FIN FLDG FPLC FR FRMG FXD FXTR FLR FURN FWC G FABRICATION FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET FIRE HOSE CABINET FINISH FOLDING FIREPLACE FIRE RAT(ING)(ED) FRAMING FIXED FIXTURE FLOOR(ING) FURNITURE FABRIC WALL COVERING GA GFRC GFRG GFRP GL GR GYP H GAUGE GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GLASS GRAD(E)(ING) GYPSUM HD HDWD HDWE HM HORIZ HVAC HEAD HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HEATING, VENTILATING, AND AIR CONDITIONING INFO INSTRUM INSUL INTLK INT INFILTR J INFORMATION INSTRUMENT(ATION) INSULATION INTERLOCK(ING) INTERIOR INFILTRATION JAN JANITOR Li SAVVIS Mantrap & Branding Upgrade 12301TakwilabikruadomdBhd Takwile,WA Gensler 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 N Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova - corp.com REVIEWED FOR CODE COMPLIANCE APp :P /gin SEP - 200 R N City of Taw* BUILDING OIVIRIO WWII and No. Dab Issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD 09Istration and Signature 1 REGISTERED ARCHITECT CHAD H. YOSHINOBU - STATE OF WASHI Project Name Savvis - SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Deecrkpt1on ABBREVIATIONS & GENERAL NOTES Computer File R: \33.8047.000\ ciTv ' EV A AUG 262010 Scale PERMIT t•EN I ER Al drawings and written materid appearing herein constitute original and unpublished wads of ihs architect and may not be duplicated, used or disclosed without written consent of architect. A00.10 H J Q co 310" BACK ce 0 0 ch 4' -0" MIN. 1, -11" MAX. 1.1/2 " MAX. 1' -6" FULLIDEPTH OF STALL CONTROL AREA TRANSFER SHOWER SCALE: 1/2" =1' -0" 17 w 2' -3" MAX AmourommimmimmEni ■■■■■■■■■■■■ ■11 ■■■11■i1 11■■ ■ ■ ■ ■ ■■■ ■■ ■11■■■■ ■ ■1 ■ ■1111■11■■ ■■■ ■■ ■ ■■ ■■ ■i1 ■ ■■ ■r iuu ■ ■ ■ ■ ■■■■■ ■11 ■■■■■1111■•■ ■11 ■ ■ ■■ ■ •■■ 1 ■ ■ ■11■ ■■■■1111■ ■1111 ■ ■11■ 1 1 .•111111111111•11•11111111111•11111111•11111, ' 11■ •■•■■ ■ ■ ■■■■■■■■■■■ ■1 \ 0 M 4'-117/8" MIN. 2' -3" MAX. CONTROL AREA 0 3 ROLL -IN SHOWER SCALE: 1/2" =1' -0" 18 1- w MAIN ENTRY FLOOR DOOR CLOSED DOOR OPEN EMERGENCY ALARM EMERGENCY STOP OCTAGON SYMBOL SHALL BE RAISED BUT THE "X" IS NOT 1" CONTROL BUTTON DIA. X70 80 50 A 60 -- *10 V 20 SO BO o0 CVI 0 0 C, 0 ELEVATOR CONTROL PANEL ELEVATOR SCALE: VARIES 20 3' -0" MIN. 1' -6" 1' -6" MIN 11 0 4' -0" MIN. 3' -0" MIN. O c) 3' -0" MIN. 1' -6" 1' -6" MIN -l� 4'-0" MIN. 4'-6" MIN. 1' -0" 3' -6" MIN. 3' -0" MIN. 11 -6" MIN 1' -6" / r 5'-0" MIN. 1 114" TO 1 1/2" 11/2" TOILET PAPER GRAB BAR SINGLE SER TOILET SCALE: 1/2" =1'-0" 13 3' -0" MIN 4" MAX. 1 0 -2.42.1 11 0 Co / 4' -8" MIN. 4' -11" MIN. / W/ WALL MOUNTED W.C. W/ FLR. MOUNTED W.C. STALL AT END OF ROW ALTERNATE y 41 2' -8" MIN. DOOR LOCATION "I 31-57/8" MIN. LATCH APPROACH ONLY, OTHER APPROACHES 4' -0" MIN. 1' 4'-4" MIN. MAX/ 4' -8" MIN. / W/ WALL MOUNTED W.C. 0 fV TOILET PAPER 4' -11" MIN. / 3' -6" MIN. LATCH APPROACH ONLY, OTHER APPROACHES 4' -0" MIN. STANDARD STALL 5' -9" MIN. / W/ FLR. MOUNTED W.C. 5'-6" MIN. 41-57/8" MIN. / 1 11 MAX. AIWA VIP41 Wl FLR. MOUNTED W.C. W/ WALL MOUNTED W.C. z 0 ALTERNATE STALL A (NOT FOR NEW CONSTRUCTION) 3' -6" MIN. LATCH APPROACH ONLY, OTHER APPROACHES 4' -0" MIN. INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE - a MIRROR KNEE CLEARANCE 8" MIN. 1' -5" MIN. DEPTH / 1' -5" MIN. 1'-7" M 4' -0" MIN. / E CV " vIAX TOE CLEARANCE z CV CV / 1' SINK OR VANITY SCALE: 1/2" =1 -0 EQUIPMENT PERMITTED IN SHADED AREA 4 'WI a eati 1' -5" TO 1' -7" KNEE CLEARANCE 8" M 4' -0" MIN. N. z 0 \ \ \ " ,IAX TOE CLEARANCE 1' -5" TO V-7" CLEAR FLOOR SPACE 2' -0" MAX. DRINKING FOUNTAIN SCALE. 1 /2 1 0 0 X IS THE V -0" MINIMUM HANDRAIL EXTENTION REQUIRED AT EACH TOP RISER Y IS THE MINIMUM HANDRAIL EXTENTION OF 1' -0" PLUS THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER. HANDRAIL EXTENSIONS I 1 SCALE. 1/2 1 4' -6" MIN. 5'-6" MIN. 1' " MAX. 5' -9" MIN. ALTERNATE STALL B (NOT FOR NEW CONSTRUCTION) / / W/ WALL MOUNTED W.C. / W/ FLR. MOUNTED W.C. MULTI -USER TOILET SCALE: 1/2" =1 -0 12 0 d 4'-0" ard0 CV 4' -0" I,10" ,f, 2'-6" SIDE REACH RANGE 10" MAX. "4\4■4\ 1 1 I ■ 1 2'-6" 2' -8" MIN. 1 � , 3' -0" MIN. 2' -O" MAX. DEPTH FOR MIN. CLEARANCE REACH .RANGES SCALE. 1/2 1'-0" Lobby 4" MAX. CL L R WIDTH ANY A OUNT 0 w m 0 CV PROTRUDING OBJECTS 7 SCALE: 1/4" 1'-0" NOTE: X =1' -0" IF DOOR HAS BOTH A CLOSER AND A LATCH A L NOTE X =3' -0" MIN. IF Y =5' -0 "; X= 3' -6" MIN. IF Y=4' -6 ". NOTE: Y=4'-0" MIN.; Y =4' -6" MIN. IF DOOR HAS A CLOSER 4'-6" NOTE Y= 3' -6" MIN.; Y =4' -0" MIN. IF DOOR HAS A CLOSER NOTE: Y= 3' -6" MIN.; Y =4' -0" MIN. IF DOOR HAS A CLOSER CLEARANCES SCALE: 1/2" =1' -0" THRESHOLDS THRES SCALE: FULL I2SAVVIS Mantrap & Branding Upgrade 1avd WAS Gensler N 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2010 City of Tukwila BUILDING DIVISION Issues and Revisions No. Date Issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD ACCESSIBLE ROUTE PARKING SCALE: 1/4" =1' -0" Registration and Signature 9921 REG STERED 1 `-- ARCHITECT CHAD H. Y0SHIN0BU STATE OF WASHINGTON' Project Name Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Description TYPICAL INFORMATIONS Computer Fps R: \33.8047.000\ crtvru��Ln Scale PERMIT CENTER Al drawings and written material appearing herein constitute original and IMad work of the architect and may not be duplicated, used or dsdossd without written consent of architect. A00.20 LEGEND F = = == n 0 0 EXISTING WALL TO REMAIN REMOVE EXISTING CONSTRUCTION REMOVE EXISTING DOOR & FRAME AREA N.I.C. (E) SUSPENDED CEILING & LIGHT FIXTURE TO REMAIN REMOVE (E) SUSPENDED CEILING ASSEMBLY & ASSOCIATED LIGHT FIXTURES REMOVE PORTION OF (E) CEILING ASSEMBLY WHERE SHOWN. (E) 2 x 4 RECESSED FLUORESCENT FIXTURE (E) 2 x 2 RECESSED FLUORESCENT FIXTURE. (E) FLUORESCENT DOWNLIGHT (E) CEILING MOUNTED ILLUMINATED EXIT SIGN (E) SECURITY CAMERA (E) EMERGENCY LIGHT FIXTURE DEMOLITION PLAN SCALE: 1/4" = 1' -0" 111113 CONFERENCE [1T0] 1=1 101 ENTRANCE _100] 11 - -- 1` 1 RAMP 2 SCALE: 1/4" =1' -0" KEY NOTES REMOVE EXISTING WINDOW AND FRAME. REMOVE EXISTING DOOR, FRAME & PARTITION AS NECESSARY FOR NEW CONSTRUCTION. MAINTAIN HEADER/TRANSOM ABOVE DOOR FRAME AS NOT TO DISRUPT CEILING. REMOVE EXISTING SECURITY PORTAL. ® EXISTING CEILINGS AND LIGHTING TO REMAIN. O5 MAINTAIN AS MUCH OF EXISTING SECURITY WALL AS POSSIBLE TO ACCOMODATE NEW CONSTRUCTION. 10 11 12 13 14 REMOVE AS LITTLE A PORTION OF THE EXISTING SECURITY WALL TO ACCOMODATE NEW CONSTRUCTION. REMOVE WALL FROM 6" BELOW CEILING DOWNWARD KEEPING A 6" EXPOSED "SOOFIT" EXPOSED BELOW THE CEILING. REMOVE WALL 42" ABOVE THE FLOOR TO 6" BELOW CEILING. COORDINATE WITH NEW CONSTRUCTION SHOWN ON SHEET A2.1. EXISTING HEADER ABOVE DOOR TO REMAIN. REMOVE (E) CEILING SYSTEM AS NECESSARY TO CONSTRUCT NEW PARTITION. COORDINATE WI SHEET A2.1 CUT CEILING SYSTEM AS NECESSARY FOR CEILING MOUNTED PROJECTION SCREEN. COORDINATE W1 SHEET A4.1. REMOVE (E) TRACK AND TRACK LIGHT FIXTURES. PATCH 1 REPLACE CEILING AS NECESSARY TO PROVIDE NEW CEILING APPEARANCE. REMOVE BYPASS DOOR AFTER NEW MANTRAP IS IN WORKING ORDER. COORD. TIMING OF DOOR REMOVAL WI SAVVIS TO MAINTAIN SECURITY. REMOVE ALL (E) WAINSCOTT WITHIN ENTRANCE LOBBY. SHEET NOTES 1. REFER TO SHEETS A0.1 AND A0.2 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. REMOVE ALL INTERIOR PARTITIONS, DOORS, FRAMES AND CEILING ASSEMBLIES AS SHOWN AND AS NECESSARY FOR NEW CONSTRUCTION. 3. REMOVE ALL (E) FLOOR COVERINGS AND WALL BASE IN AREAS WITH PROJECT SCOPE EXCEPT FOR THE SECURITY ROOM & RESTROOM, U.O.N.. 4. PROTECT ALL TENANT AREAS AND BASE BUILDING CONSTRUCTION TO REMAIN PRIOR TO DEMOLITION. 5. RETAIN SALVAGED 1 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. FOR TENANT REVIEW AND RETAINAGE OR DISPOSAL. 7. ALL TELEPHONE/DATA & POWER WIRING NOT REUSED IN AREA OF WORK SHALL BE REMOVED BACK TO SOURCE, INCLUDING DEVICES. 8. COORDINATE FULL EXTENT OF CEILING DEMOLOITION WI DESIGN BUILD MIEIP PRIOR TO DEMO COMMENCEMENT. SAVVIS Mantrap & Branding Upgrade 12301 Tukwila International Blvd Tukwila, WA 98168 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Gensler Telephone 925.904.2100 Facsimile 925.904.2199 N'A Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova - corp.com REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2010 City of Tukwila BUILDING DIVISION Issues and Revisions N o. Date Issues By Check 07.08.10 SAVVIS FINAL REVIEW MRD MRD Registration and Signature mama) ARCHITECT CHAO M. YOSHINORI STATE OF WASHINGTON Project Name Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade 33.8047.000 DEMOLITION PLANS Project Number Description Computer File R: \33.8047.000\ A0_01.DWG AUG emiMirmuk_ 2 6 2010 Scale PERMIT CENTER 0 1 2 4 8 All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. 11,v) Ref.North A01.01 PARTITIN PLAN SCALE: 1/4" 1'-0" LEGEND Mill N.2] CR (E) WALL TO REMAIN PARTITION TYPE #1, NON -RATED ACOUSTIC, FROM SLAB TO 4" ABOVE CEILING. REFER TO DETAIL 21Al2.1 PARTITION TYPE #2, NON -RATED LEVEL THREE BALISTIC PARTITION, FROM SLAB TO STRUCTURE ABOVE. REFER TO DETAIL 41Al2.1 PARTITION TYPE #3, NON- RATED, FLOOR TO CEILING FURRING PARTITION. REFER TO DETAIL 6/Al2.1 PARTITION TYPE #4, PARTIAL HEIGHT WALL, WITH WALNUT CAP. REFER TO DETAIL 81Al2.1 AREA N.I.C. (N) MILLWORK, REFER TO ELEVATIONS AND DETAILS FOR CONSTRUCTION. (N) WALL MOUNTED DUPLEX RECEPTACLE (N) WALL MOUNTED QUADRAPLEX RECEPTACLE (N) WALL MOUNTED VOICE /DATA RECEPTACLE (N) WALL MOUNTED CARD READER, COORD. WI SECURITY (N) WALL MOUNTED BIO READER, COORD. W /SECURITY KEY NOTES 1® INSTALL LEVEL 3 BALISTIC STEEL PLATE & A LAYER OF 518" GYP. BD. TO CONCEAL, FULL WIDTH OF INSIDE FACE OF SECURITY SIDE OF NEW MANTRAP. ® INFILL OPENING W/(N) CONSTRUCTION TO MATCH (E) ADJACENT WALL ASSEMBLY. ® 6" HEADER ABOVE LEFT OVER FROM DEMOLITION. FINISH BOTTOM EDGE OFF AS SHOWN IN THE ELEVATION & DETAILS. ® INSTALL A DOOR RELEASE BUTTON THAT ALLOWS SECURITY GUARD TO RELEASE THE MANTRAP DOORS WIO LEAVING THE SECURITY ROOM. COORDINATE LOCATION WI SAVVIS & SECURITY. ® PROVIDE FOUR (4) POWERIDATA TOUCHLIFT MINI INTRAPORTS BY DAR -RAN #PDTL -1 LOCATE GROMMETS IN CENTER BETWEEN THE MILLWORK SUPPORTS, 2" CLEAR FROM BACK EDGE. COORD. POWERIDATA RECEPTACLE LOCATIONS WI GROMMETS. © RELOCATE OR PROVIDE NEW FLOOR MOUNTED POWER & TELEIDATA UNDER CONF. TABLE. CONNECT CABLE FROM FLOOR BOX TO CEILING MOUNTED PROJECTOR BOX. ® FINISH OFF OPENING FROM REMOVED DOOR & FRAME WITH GYPSUM BOARD SIMILAR TO SOFFIT DETAIL 71Al2.00. MAINTAIN A 3'- 8" WIDE X 7'- 0" HIGH OPENING. PROVIDE FOURPLEX, TELEIDATA & COAXIAL CABLE BOXES LOCATED 69" AFF TO CENTER OF BOXES, FOR BRANDING MONITOR. REFER TO & COORDINATE WI SECURIX DRAWINGS FOR ALL SECURITY EQIUIPMENT REQUIREEMNTS. INSTALL DEDCATED 110 VAC POWER FOR SECURITY EQUIPMENT. REFER TO AND COORDINATE Wl SECURIX DRAWINGS FOR EXACT EQUIREEMNTS. SHEET NOTES 1. ALL TENANT WORK SHALL CONFORM WITH ALL APPLICABLE REGIONAL & LOCAL BUILDING , FIRE AND ACCESSIBILITY CODES. 2. ALL NEW PARTITIONS WILL BE TYPE 1, U.O.N. 3. PATCH & REAPIR ALL WALLS AND (E) CONSTRUCTION DUE TO DEMOLITION AS NECESSARY TO ACCEPT NEW FINISHES. 4. REFER TO DESIGN BUILD ELECTRICAL DRAWINGS FOR POWER & CURCUITING REQUIREMENTS ONLY. LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION ONLY. IF DESCREPENCIES OCCUR, CONFIRM WI ARCHITECT BEFORE INSTALLING. 5. EXPOSED OUTLETS, STATS, DEVICES AND HARDWARE, SHALL MACTH EXISTING IN COLOR AND TYPE, U.O.N. 6. FURNITURE & EQUIPMENT ARE SHOWN FOR REFERENCE ONLY. £iSAVVIS Mantrap & Branding Upgrade 12301 Tukwila International Blvd Tukwila, WA 98168 Gensler 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 N -0-494A Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com REVIEWED FOR CODE COMPLIANCE APPPnVED SEP 15 2010 City of Tukwila BUILDING DIVISION Issues and Revisions No. Date Issues By Check 07.08.10 SAVVIS FINAL REVIEW MRD MRD Registration and Signature 9951 REGISTERED ARCHITECT G�dr� CHAO H. YOSHINOBU 1 STATE OIL WASHINGTON Project Name Project Number Description Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade 33.8047.000 PARTITION & POWER - COMMUNICATION PLANS Computer File R: \33.8047.000\ crtvo�n�i° u► AUG 2n 2u1u Scale 0 1 2 4 8 PERMIT CENTER All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. POWER ,& COMMUNICATION PLAN SCALE: 1/4" —1 -0 _ Ref.North A02.01 SCALE: 1/4" REFLEC1' -0 TED CEILING PLAN = FINISH PLAN SCALE: 1/4" = 1 -0 LEGEND N 0 N� 91 -0" EXISTING 2' -0"x 2' -0" SUSPENDED CEILING ASSEMBLY MOUNTED AT 9'-6" A.F.F., U.O.N. NEW 2' -0"x 2' -0" SUSPENDED CEILING ASSEMBLY MOUNTED AT HIGHT TO MATCH EXISTING CEILING HEIGHT. (E) CEILING MOUNTED EXIT SIGN NEW CEILING MOUNTED EXIT SIGN TO MATCH EXISTING (E) RECESSED FLUORESCENT DOWNLIGHT TO REMAIN NEW OR RELOCATED RECESSED FLUORESCENT DOWNLIGHT (E) 2 x 2 RECESSED FLUORESCENT FIXTURE. NEW OR RELOCATED 2 x 2 RECESSED FLUORESCENT FIXTURE. NEW DECORATIVE PENDANT. SOLIS TX141- RD- G9F -40 -M A WI RED DIFFUSER CEILING HEIGHT LIGHT SWITCH LOCATION SECURITY PDAR ABOVE CEILING. COORD. WI SECURITY. FINISH SCHEDULE C -1 MFG: STYLE NAME: STYLE #: COLOR: NOTE: C -2 MFG: STYLE NAME: STYLE #: COLOR: NOTE: B-1 MFG: MATERIAL: COLOR: LOCATION: NOTE: PL -1 MFG: NUMBER: COLOR: FINISH: LOCATION: PL -2 MFG: NUMBER: COLOR: FINISH: LOCATION: PL-3 MFG: NUMBER: COLOR: FINISH: LOCATION: P -1 MFG: NUMBER: COLOR: FINISH: LOCATION: P -2 MFG: NUMBER: COLOR: FINISH: LOCATION: P4 MFG: NUMBER: COLOR: FINISH: LOCATION: P-4 MFG: NUMBER: COLOR: FINISH: LOCATION: SHAW CONTRACT GROUP TRU COLOURS - TILE 59368 68103 - GILDED ACCENT CARPET INLAYS - QUARTER TURNED SHAW CONTRACT GROUP SITELINES - TILE 59550 38755 - NATURAL CLAY GENERAL FIELD CARPET - QUARTER TURNED BURKE 4" RUBBER 504 TWEED TYPICAL WALL BASE THROUGHT STRAIGHT BASE TO BE USED WICARPET, COVE BASE TO BE USED WIHARD SURFACES. WILSONART D431 -60 ALABASTER MATTE BASE & OVERHEAD CABINET FRONT WILSONART D91-60 SLATE GRAY MATTE COUNTER SURFACE ON BUILT -IN MILLWORK LAMINART 9121 -G WILD CHERRY GLOSS FULL HEIGHT BACKSPLASH BENJAMIN MOORE OC -18 DOVE WING EGGSHELL WALLS, TYPICAL BENJAMIN MOORE 984 STONE HEARTH EGGSHELL WALLS, SPECIFIC AREAS BENJAMIN MOORE 2001 -10 RUBY RED EGGSHELL WALLS, ACCENT AREAS SHERWIN WILLIAMS SW1900 LUMINOUS WHITE FLAT GYP. BD. CEILING KEY NOTES 1O EXISTING CEILING & LIGHTING TO REMAIN. 0 INSTALL CEILING MOUNTED DA -LITE BOARDROOM ELECTROL 84" x 84" MATTE PROJECTION SCREEN. 03 INSTALL FIXED PROJECTOR CEILING MOUNT. PROVIDE MOUNT WI POWER & DATA WITHIN CEILING AS REQD. COORDINATE EXACT REQUIREMENTS & LOCATION W/ SAWIS AN CONSULTANT. 0 PL -2 PLASTIC LAMINATE TOUCHDOWN COUNTER WITH PLAM SUPPORTS BELOW. O INSTALL RESILANT TRANSITION STRIP IN COLOR TO MACTH NEW BASE COLOR. FROSTED FILM TO BE ADDED TO (E) CONFERENCE ROOM GLASS TO PREVENT VIEW TO COLLOCATION AREA. PROVIDED BY OTHERS. O REFER TO & COORDINATE W1 SECURIX DRAWINGS FOR ALL SECURITY EQIUIPMENT REQUIREEMNTS. SHEET NOTES I2SAVVIS Mantrap & Branding Upgrade 12301 Tukwila International Blvd Tukwila, WA 98168 Gensler N 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com REVIEWED FOR CODE COMPLIANCE APPQAVED SEP 15 2010 City of Tukwila BUILDIN(flIVI ICIV Issues and Revisions N o. Date Issues By Check 07.08.1.0 SAVVIS FINAL REVIEW MRD MRD Registration and Signature x"'9951 REGISTERED I { ARCHITECT !HAD H. U STATE OF WASHINGTON Project Name 1. REFER TO SHEETS A0.0 & A0.1 FOR GENERAL NOTES , SYBOLS AND ABBREVIATIONS. TYPE & LOCATION ONLY. REFER TO D.B. ENGINEERING DRAWINGS FOR HVAC DIFFUSERS, Project Number DIFFUSERS, LIGHTING, SWITCHING, SPRINKLER HEADS, STROBES, ETC. 2. CENTER FIXTURE IN CENTER OF CEILING TILE UNLESS OTHERWISE NOTED. Description. 3. ALL PARTIALLY CUT TILE EDGES SHOULD BE MADE TO MATCH MANUFACTURES CUT EDGE. 4. ALL WALLS IN AREA OF WORK SHALL RECIEVE PAINT P -1 AND BASE B -1 U.O.N. 5. ALL HOLLOW METAL & WOOD DOORS IN AREA OF WORK SHALL BE PAINTED A COLOR TO MATCH ADJACENT WALL FINISH WITH A SEMI -GLOSS FINISH, U.O.N. 6. FLOOR FINISH TRANSITIONS TO OCCUR AT THE CENTERLINE OF DOOR IN CLOSED POSITION. 7. ALL FLOOR FINISH SHALL BE C -1. INSTALL WITH QUARTER TURN, U.O.N. Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade 33.8047.000 REFLECTED CEILING & FINISH PLANS Computer File R: \33.8047.000\ CITY urea, Scale 0 1 2 4 8 All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. PERMIT CENTER /1) _ Ref.North A04.01 OPENING x 0 ENI G B1 BASE LOBBY ELEVATION SCALE: 1/2" =1'-0 0 0 OPENING X OPENING EQ. EQ. TYP. TYP. x SPECIFIED CUSTOM PENDANT FIXTURES, TYP. LJ LJ LJ MILLWORK COUNTER POWERIDATA GROMMET, TYP (4) COUNTERTOP SUPPORT, TYP TOUCHDOWN ELEVATION SCALE: 1/2" = 1' -0" 0 o (E) RAMP HALLWAY ELEVATION SCALE. 1/2 -1 -0 (E) WINDOW (N) MANTRAP DOOR OPP OPP Q ENTRANCE ELEVATION SCALE: 1/2" =1' -0" I2SAVVIS Mantrap & Branding Upgrade 1230t ZhihwilaInternatiaoallmh+d Tukwila, WA Sete Gensler 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.5674485 www.nova - corp.com Issues and Rations REVIEWED FOR CODE COMPLIANCE APPRIWED SEP 15 2010 City of Tukwila BUILDING nIVIRIN No. Dab Issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD ,IS1ERED ARCHITECT CHAD H. Y INOSU STATE OF WASHINGTON Project Name Savvis — SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Description INTERIOR ELEVATIONS Computer Flle R: \33.8047.000\ n CITY OF LA AUG 2 6 2010 PERMIT CENTER AN drawings and written material appearing herein constitute aigiid and unpublished work of the architect and may not be duplicated, used or disclosed without written consent of architect. A08.01 SECURED SIDE 16GA CRIPLE STUDS 16GA TOP TRACT BALLASTIC FIBERGLASS PANEL GYPSUM BOARD FINISH BALLASTIC PACKED STEEL FRAME BULLET RESISTANT DOOR BULLET RESISTANT DOOR HEAD SCALE: 6" =1' -0" DR005 SEE PLAN �1 /2" 1 15/16" 7/8" SCHEDULED PARTITION METAL STUD METAL CLIP HOLLOW METAL FRAME SCHEDULED DOOR HM DOOR HEAD • SCALE: 6" = 1%0" SCHEDULED PARTITION (3) 14GA METAL STUDS BALLASTIC FIBERGLASS PANEL BULLET RESISTANT DOOR BALLASTIC PACKED STEEL FRAME SECURED SIDE GYPSUM BOARD FINISH DR003 1 1/2" 5/8" U.N.O. SCHEDULED PARTITION HOLLOW METAL FRAME SCHEDULED DOOR DOOR SEAL METAL ANCHOR FINISH FACE OF WALL WHERE OCCURS ... JAMB 14. HM DOORJAMB BULLET RESISTANT DOOR SCALE. 6- 1 -0 DR006 SCALE. 6 1 0 SCHEDULED PARTITION (3) 16GA. METAL STUDS BALLASTIC FIBERGLASS PANEL BULLET RESISTANT DOOR 18" MIN. PULL SIDE CLEARANCE BALLASTIC PACKED STEEL FRAME GYPSUM BOARD FINISH J 12" MIN. PUSH SIDE CLEARANCE SECURED SIDE BULLET RESISTANT DOOR JAMB SCALE: 6" =1' -0 DR007 SECTION PLAN UNDERSIDE OF STRUCTURE • 1/4" MIN. CLR. -: I111111I1111111 METAL STUD TRACK (FASTEN TO ADJ. CONSTRUCTION) SCHEDULED CEILING REFER TO RCP EXISTING CONSTRUCTION SECTION 20 GA. METAL STUDS. (SEE WALL NUMBER FOR STUD SIZE). 5/8" TYPE "X" GYPSUM BOARD ANCHORING STUD TRACKS, TOP & BOTTOM, TO SLAB WITH (2) .145 DIA. HILTI X -DIN POWDER ACTUATED FASTENERS @ 32" O.C. MAX, TYP TOP OF STRUCTURAL SLAB NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION FIRE RATING U.L. NUMBER S.T.C. RATING 3 3 5/8" 20 24" 5/8" 4 1/4" — — — — 1 O PARTITION TYPE #3 DRO 04 SCALE: 3" = 1' -0 WA003 MTL. STUD FRAMING, TYP. SEE PARTITION DETAILS FOR SIZE, GAUGE & SPACING 1 -1/2" X 3" X 16 GA. CHANNEL CLIP ANGLE 1/4" LESS THAN STUD WIDTH, TYP. — ATTACH AT EVERY STUD W/ (4) 5/8" #S-12 SCREWS OR 3/4" WELDS IN (3) PLACES 3/4" 16 GA. COLD- ROLLED - CHANNEL - LOCATE AT 4' -0" O.C. HORIZONTALLY, OR AS REQUIRED BY LOCAL CODE IN SEISMIC ZONES 3 & 4 ONLY: PROVIDE CLIP ANGLE(S) + 5-0" A.F.F. AT WALLS 10' -0" HIGH OR LESS, AND VEY 4 —0 AT WALLS GREATER THAN 10'-0" OR AS REQUIRED BY LOCAL CODES. TYPICAL BRIDGING DETAIL 1 SCALE: N.T.S. WA007 NOTES: 'T ARP'IORTEX'FSULLET RESISTANT FIBERGLASS PANEL. BATTEN &TRIP (CUT FROM FIBERGLASS FULL SHEET) DRY WALL PANEL eel- OTHERS) STEEL OR WOOD STUDS (BY OTHERS)' NOTE: JOINTS BETWEEN FIBERGLASS PANELS MUST ISE KEPT AS TIGHT' t4 P0e 4 LE 11111111111111111 SECTION PLAN SECTION 111111111111111 3 5/8" MTL STUD DIAGONAL BRACING 4' -0" O.C. ALT. SIDES. SECURED TO TOP TRACK & STRUCTURE ABOVE WHERE INSUL. OCCURS IN PARTITION, PROVIDE 32" SOUND ATTEN. INSUL. ABOVE CEILING 4' -0" MIN. EACH SIDE OF PARTITION CENTERLINE SCHEDULED SUSPENDED CEILING ASSEMBLY INSULATION (AS SCHEDULED) INSULATION (AS SCHEDULED) SCHEDULED METAL STUDS 5/8" GYPSUM BOARD ANCHORING STUD TRACKS, TOP & BOTTOM, TO SLAB WITH (2) .145 DIA. HILTI X -DIN POWDER ACTUATED FASTENERS @ 32" O.C. MAX, TYP TOP OF STRUCTURAL SLAB * MATCH EXISTING WALL THICKNESS AND STUD SIZE. NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION FIRE RATING U.L. NUMBER S.T.C. RATING 1 3 518" 20 16" 5/8" 4 7/8" BATT - - - 6 NON- RATED PARTITION #1 SCALE: 3" =1' -0" WA001 (E) DIAGONAL BRACING. (E) WALL ASSEMBLY. 1111111111 iII111 1111111111111111 (E) CEILING SYSTEM. (N) METAL STUD AND GYP. BD. TO MATCH EXISTING. 1 HEAD AT OPENING • SCALE: 3"=1'-0" WA005 NO a s: UL LISTED AR' OR EXe BULLET RESISTANT FIEERC:LASS !PANEL 2 BATTEN STIP (CUT FROM P!BERc L ASS PJLL SHEET) ; STEEL OR WOOD STUDS tsr OTHERS) DINTS BETILEEN FIBS: LASS PANELS MUST BE KEPT AS TIC .T AS POSSIBLE. ACCEPT AB__ IIII maim, 1U[I 11illed 1111m --marawifirrak i�1� iIL J lh1 X111 !t} I�IIII�IU III IIII 16 IIII � 11�11� W� I�I��I�yIIII �ulllg6�' r�IIIN tlGII a� II dpi IIII i� IIN .1 11in Im , ® IIII 1 111 INI E IIII I Id 11 saELI � ri- IIII EEO If— "I®O!kl (BASSI 1®Illli I a '= X11 - 111 11 —,�— 1111' `!1 1 IIII IIIII�iME -111 ICI (IIIII!i! i C f! I�"I II�iC� RE ! -1� NN I III Ili a � �'� � -ILI I� 1�— 1_ =1 II =11 =VIII VIII II=li III �!19&IIII�LI�f�LNII�fiIE�BII@ '���� fill-= <1�iI11a- il1ll=�(7— LId1�ll[I 1! f1IIII E`< ?� � III =L �l('�IH �, ; � �� I— =EIS fil!I I I III 1 1=aa<11 =1ia! __ fillla- sl'I➢Il — 24" O.C. INTO WALL. PLATE IS" oc. INTO WALL 511RUCTURE (MILLET RESISTANT PANEL- SHOILD INSTAL LM WITH ^R L LOAD RESTING SECURELY AGAINST SLAB A.A OR TO WALL PLATE AND W4LL STRi TUBE A5 5I4Q1L1J1) 111111111111111111111111111111 11111111111111111 111111111111 (N) CONT. STAINED WALNUT WOOD CAP. (N) 1/2" PITTCON REVEAL. (N) CONT. CORNER BEAD. (N) METAL STUD AND GYP. BD. TO MATCH EXISTING. (E) WALL ASSEMBLY (E) BASE AND FLOOR FINISH. 1111111111111111111 SECTION PLAN SECTION (j I111111111I11111 UNDERSIDE OF STRUCTURE 20 GA SLIP TRACK - SEE BOTTOM TRACK NOTES FOR ANCHORING REQUIREMENTS SCHEDULED CEILING REFER TO RCP GYPSUM BOARD METAL STUDS UL752 LEVEL 3 BALLISTIC FIBERGLASS PANEL, SECURE TO METAL STUDS ANCHORING STUD TRACKS, TOP & BOTTOM, TO PANEL WITH (2) .145 DIA. HILTI X -DIN POWDER ACTUATED FASTENERS @ 32" O.C. MAX, TYP TOP OF CONCRETE SLAB NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION FIRE RATING U.L. NUMBER S.T.C. RATING 2 3 5l8" 20 16" 5/8" - BATT - - - BULLET RESISTANT FIBERGLS. INSTL BULLET RESISTANT FIBERGLS. INSTL PARTIAL HT. WALL W/ WD.. CAP #4 NON -RATED PARTITION - B.R. #2 — " SCALE. 3 —1 -0 WA002 SCALE: NTS DR030 SCALE. 3 —1 0 WA004 SCALE: -NTS DR029 I2SAVVIS Mantrap & Branding Upgrade Tukwila InternationalBlvd Tokwils,WA Gensler 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com Issues and Revisions REVIEWED FOR CODE COMPLIANCE APPRAVED SEP 1 5 2010 City of Tukwila BUILDING DIVISION No. Dab Issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD 9951 REGISTERED l %, ARCHITECT CHAD H. YOSHiNOSU STATE OF WASHINGTON Project Name Savvis - SE2 Tukwila, WA Mantrap & Branding Upgrade Project Number 33.8047.000 Description ARCHTIECTURAL DETAILS Computer Fie R. \33.8047.000\ CITY OF TVU iIL A Scale 1'7.J I 0 1 2 4 8 AN drawings and written matarid appearing heron constitute original and unplbNMhed work of tine architect and may not be duplicated, used ar disclosed without written conant of architect. t'tt(MIT CENTER 41 Ref.North Al2.00 SCHEDULED DOOR CARPET 1111111111111111111111111111111111111111111IIIII111111111111IIIIII1 EQ. EQ. CARPET SEAM AT CENTERLINE OF DOOR, TYP. TRANSITION AT DOOR SCALE: 3 1' -0" DR012 ■I‘ cssi -H SCHEDULED PARTITION ACOUS. INSUL. TYP. SHIM AS REQUIRED. BACKER ROD W/ SEALANT PAINTED HOLLOW METAL FRAME GLAZING BEAD (BOTH SIDES) TEMP. GLASS BOTTOM OF \ STRUCTURE ABOVE. 16 GA. METAL TRACK H.M. GLAZING HEAD DETAIL 1 SCALE: 6" = 1' -0 DR010 SCHEDULED CARPET LINE OF WALL BEYOND TRANSITION STRIP SCHEDULED VCT 11 CARPET TO VCT TRANSITION SCALE: 3"=1'-- 0 DT TR -1 9 TEMP. GLASS GLAZING BEAD (BOTH SIDES) PAINTED HOLLOW METAL BASE FRAME L -H SCHEDULED CARPET H.M. GLAZING SILL SCALE: 6" -1 0 14 ±2" MATCH (E) SCHEDULED PARTITION ACOUS. INSUL, TYP. METAL STUD PAINTED HOLLOW METAL FRAME • TEMP. GLASS GLAZING BEAD (BOTH SIDES) SHIM AS REQUIRED BACKER ROD W/ SEALANT H.M. GLAZING AT JAMB SCALE: 6" =1' -0" DR009 DR011 1 1/2" CHANNEL AT 12' -0" O.C. EACH DIRECTION FOR LATERAL BRACE 10 GA. HANGER WIRE 4 WAY 45 DEGREE 12 GA. WIRE BRACING AT EACH LATERAL BRACING CHANNEL 5/8" TYPE 'X' GYPSUM BOARD OVER 7/8" METAL FURRING AT 24" ON CENTER 1 1/2" CARRYING CHANNEL AT 4' -0" 0.C. GYPSUM BOARD CEILING SCALE: 3" =1' -0 CL009 TYPICAL 12 GA. HANGER WIRE LAY -IN LIGHT FIXTURE MAIN RUNNER 12 GA. LIGHT FIXTURE SUPPORT WIRE, TWO EA. END OF FIXTURE,.. 3 FULL WRAPS, ANCHOR TO STRUCTURE ABOVE >4.7•1",•, 414,41(1°- CROSS RUNNERS MAIN RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER 1 0 SCALELIGH3 T FIXTURE INSTALLATION : -1 -0 CL008 ±2" MATCH (E) rorrio," TEMP. GLASS PAINTED HOLLOW METAL FRAME SCHEDULED DOOR DOOR SEAL GLAZING BEAD H.M. DOOR JAMB GLASS 1 SCALE: 6" -1 -0 R008 PLAM COUNTERTOP, FRONT POWER DATA GROMMET AND SIDE EDGES. PL -2 1. 1 /2" N INTERMEDIATE PLAM \ CLAD SUPPORT LEG. \ PL -2 ,• SCHEDULED FLOOR FINISH PARTIAL. HT. WALL & MILLWORK 16 SCALE: 1-1/2" =11-0" WA004millwork 6' -0" 12' -0" EC11ON \/ \\\,/// \. ,/ A _ J U REFER TO CEILING/ _____---------)--' END WALL DETAIL CEILING COMPRESSION STRUT SCHEDULED CEILING SYSTEM NOTES: 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45 WITH RUNNER, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 6' -0 FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12' -0" THEREAFTER. SEISMIC BRACING DETAIL SCALE: 3" =1' -0" CL003 BOTTOM OF STRUCTURE ABOVE. 12 GA. DIAGONAL CLG. SPLAY WIRE (4) 12 GA. VERTICAL CLG. HANGER CONNECTION DEVICE 100 LB CAPACITY MIN. SECURE TO STRUCTURE ABOVE. SEISMIC BRACING AT CEILING HEAVY DUTY SUSPENSION SYSTEM NOTES: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 1,000 SQ. FT. 2. DIAGONAL SPLAY WIRE MAX. BRACE SPACING NOT TO EXCEED 12' -0" BOTH DIRECTIONS 3. VERTICAL HANGER MAX. SPACING NOT TO EXCEED 4' -0" O.C. BOTH DIRECTIONS. 4. FIRST BRACING POINT WITHIN 6' -0" OF EACH WALL. 5. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. SEISMIC BRACING AT CEILING { 1. -0.. CL004 2 SCALE.. 3 SEE COMPRESSOR STRUT DETAILS ACOUSTICAL PANEL CEILING 6 TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS & ANCHORED TO STRUCTURE ABOVE FOR UP TO 56 POUNDS NOTE: WITH HEAVY DUTY GRID SYSTEM - FOR FIXTURES WEIGHT 56 POUNDS OR MORE MUST HAVE 4 TAUT 12 GA. WIRES ATTACHED TO FIXTURE & TO STRUCTURE ABOVE. NOTE: PROVIDE ADDITIONAL SUPPORTS WHEN FIXTURES ARE 8" OR LARGER. ACOUSTICAL PANEL MAIN RUNNER SCHEDULED LIGHT FIXTURE 11 RECESSED FLUORESCENT FIXTURE SCALE: 3" =1' -O" CL007 DOUBLE STUDS NOTE: BLOCK TWO STUDS AT OPENINGS AND CORNERS FCALRMI.119 a@ OPENINGS & CORNERS 1 WA_FRAMING TYPICAL 12 GA. VERTICAL HANGER WIRE ANCHORED TO BUILDING STRUCTURE ABOVE AND SPRING CLIPPED TO COMPRESSION STRUT TWO 12 GA. CLG. SPLAY WIRES AT 45' PARALLEL TO CROSS TEES CONNECTION DEVICE (100LB CAPACITY MIN.) PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION STRUT CLG. COMPRESSION STRUT SEE SEISMIC BRACING DETAIL FOR SPACING REQUIREMENTS (NO SPLICING) CLG. LOCKING CROSS TEES AT 4' -0" 0.C. INTERSECTION STRENGTH LIMITS INTERSECTION STRENGTH LIMITS 180 LBS. MIN. TWO 12 GA. CLG. SPLAY HANGER AT 45' PARALLEL TO MAIN TEES TYPICAL CLG. HANGER 4' -0" O.C. CLG. MAIN RINNER AT 4' -0" 0.C. COMPRESSION STRUT DETAIL SCALE: 3" =1' -0 CL005 SEC11ON STRUCTURE ABOVE TYPICAL 12 GA. VERTICAL CLG. HANGER 12 GA. BRACE WIRES AT 45' IN FOUR DIRECTIONS - WIRES 11ED TO GRID. SELF TAPPING $RIXEI2REW SPRING CLIP .035. SPRING STEEL CLG. MAIN RUNNER MAX L MAX. • CONNECTION DEVICE (100LB CAPACITY MIN) PINNED TO CEILING STRUCTURE & BOLTED TO COMPRESSION STRUT. VERTICAL COMPRESSION STRUT MADE FROM .055 STEEL TUBING CLG. CROSS 11E CEILING MAIN RUNNER CLIP ON END OF VERTICAL BRACE FOR SNAPPING & LOCKING ON MAIN RUNNER. COMPRESSION STRUT DETAIL SCALE: 3" =1'-0" CL001 I2SAVVIS Mantrap & Branding Upgrade 123IXTukwiltbiternadonalillvd Takwila,WA Gensler 6111 Bollinger Canyon Rd. Suite 540 San Ramon CA 94583 Telephone 925.904.2100 Facsimile 925.904.2199 Mission Critical CM 74 W. Sheffield Ave. Englewood, NJ 07631 T. 201.567.4404 F. 201.567.4485 www.nova- corp.com REVIEWED FOR CODE COMPLIANCE APP AVER SEP 15 2010 Ci of Tukwila BUILDING DIVISInM Issues and Revisions Na Date issues By Check 07.06.10 ISSUE FOR PERMIT DM MRD Registration and Signature X51 REGISTERED ARCHITECT 1 Project Name Project Number Description Savvis - SE2 Tukwila, WA Mantrap & Branding Upgrade 33.8047.000 ARCHITECTURAL DETAILS Computer File R \33.8047.000\ RR V or. u LA AUG 2 6 2010 Scale PERMIT I ENTER 0 1 2 4 8 AN drawings and written materiel appearing herein constitute arigind and unpublished wank of the architect and may not be duplicated, used or disclosed without written consent of architect Ref.North Al2.01