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HomeMy WebLinkAboutPermit D10-070 - TUK-5 - OFFICE AND DOORSTUK -5 3355 S 120 PL D10 -070 Citylltf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D 10 -070 Issue Date: 05/07/2010 Permit Expires On: 11/03/2010 Tenant: Name: TUK -5 Address: 3355 S 120 PL , TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD , 4TH FLOOR 98168 Phone: Contact Person: Name: JEREMY PUTMAN Address: 601 108 AV NE, STE 2250 , BELLEVUE WA 98004 Phone: 425 641 -9200 Contractor: Name: SKANSKA USA BUILDING INC Address: 1633 LITTLETON ROAD , PARSIPPANY NJ 07054 Phone: 973- 753 -3500 Contractor License No: SKANSUB985RT Expiration Date: 01/12/2011 DESCRIPTION OF WORK: INSTALL NEW SECURITY OFFICE ON SECOND FLOOR. TENANT REQUESTED SECURITY ENHANCEMENTS FOR SOME INTERIOR DOORS. Value of Construction: $74,000.00 Fees Collected: $1,992.09 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IUB Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10-070 Printed: 05 -07 -2010 City ofI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Permit Number: D10 -070 Issue Date: 05/07/2010 Permit Expires On: 11/03/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Private: Public: Profit: N Non- Profit: N Private: Public: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Date: 011tiO ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit do constructio • - : • erform Signatur rity to violate or cancel the provisions of any other state or local laws regulating to sign and obtain this development permit. Print Name: P�7T <0-\)P K- - K�4 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. Date: doc: IBC -10/06 D10 -070 Printed: 05 -07 -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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Tenant: TUK -5 PERMIT CONDITIONS Permit Number: D10 -070 Status: ISSUED Applied Date: 03/10/2010 Issue Date: 05/07/2010 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Readily accessible access to roof mounted equipment is required. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D10 -070 Printed: 05 -07 -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 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not inunediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 ram) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 25: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the :means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the doc: Cond -10/06 D10 -070 Printed: 05 -07 -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 aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 28: 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) 29: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New 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) 30: 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. 31: 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) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: 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. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: 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 -10/06 010 -070 Printed: 05 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any construction or the performance of work. Signatur Print Name: s. Date: of law and ordinances governing other work or local laws regulating doc: Cond -10/06 D10 -070 Printed: 05 -07 -2010 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.lukwila.lvaus Building Pe :o. P 4 0 % l 0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. or o/ ice use on 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 Tim Oa. 5- King Co Assessor's Tax No.: I423049t$2 Site Address: 3SS" 3. l2p1l 'PL Suite Number: 20)/301 Floor: 2/41./3eP Tenant Name: 1114206 apt— New Tenant: ❑ Yes X.. No Property Owners Name: .SABEY Co2PoRATlerl Mailing Address: /ZZb/ TUki..lhLA L n i. Burp bra 1 z ,$TATTLE._ City In/A State 14, Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Jen My R rmA. Mailing Address: ro01 /Q311' Ave .k Sw 225D E -Mail Address: JER P'W? 'PGA) ,14111L.TS.(AM Day Telephone: az 92x0 SAL 614 9W'nc9/ City State Zip Fax Number: 4267 at37. 6200 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 3Ft. (MTV Mailing Address: 40I IOt Ave Ogg GustrIK 22r0 Contact Person: iEe6MY TuiMANI E -Mail Address: 3retMYP a jlk.Az41#riT rS.c ) 1 Diraavvit City wJR State Day Telephone: 'ZS: &4/. 9zen 9401/ Zip Fax Number: 1'25. 637. 3260 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications \Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): A _, 1 I ► � � - Jr_ T - .LL B. Fete iNr ring. lopeffs" Will there be new rack storage? ❑ Yes 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: A' Sprinklers otar Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications \Forms - Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2-- Floor 7,6 SF. VS —37a 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: A' Sprinklers otar Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications \Forms - Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 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 OWNE ' OR AU HO ! ZED AGENT: Signature: Print Name: / JEMMY rin4AN Mailing Address: 1�V To Day Telephone: Date: 62 /3. /0 45' ii 910D City State Zip Date Application Accepted: �7?�t o it Date Application Expires: Staff Initials: H:\Applications \Forms - Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 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.: 1023049082 Permit Number: D10-070 Address: 3355 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 03/10/2010 Applicant: TUK -5 Issue Date: 05/07/2010 Receipt No.: R10 -01688 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 08/26/2010 12:45 PM Balance: $0.00 ANTHONY JOHN MODICA TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 124451 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 P YMENT ECEVED doc: Receipt -06 Printed: 08 -26 -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.citukwila.wa.us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: TUK -5 RECEIPT Permit Number: D10 -070 Status: APPROVED Applied Date: 03/10/2010 Issue Date: Receipt No.: R10 -00797 Payment Amount: $1,209.10 Initials: JEM Payment Date: 05/07/2010 01:37 PM User ID: 1165 Balance: $0.00 Payee: BRADFORD L KROPP TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 31313P ACCOUNT ITEM LIST: Description 1,209.10 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,209.10 1,204.60 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 05 -07 -2010 a 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.tulcwila.wa.us RECEIPT Parcel No.: 1023049082 Permit Number: D10 -070 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 03/10/2010 Applicant: TUK -5 Issue Date: Receipt No.: R10 -00410 Payment Amount: $782.99 Initials: JEM Payment Date: 03/10/2010 09:54 AM User ID: 1165 Balance: $1,209.10 Payee: JPC ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 23154 782.99 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000.345.830 782.99 Total: $782.99 AY E FrVE T doc: Receiot -06 Printed: 03 -10 -2010 • • /1. INSPECTION NO. • CITY OF TU'KWILA•BUI DING D 6300 Southcenter Blvd., #100, Tukwila. WA "8188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit Di 0 - 076 PERMIT NO. IVISION • . (206) 431 -3670 Pro'ect. 1"„ Type of nspection: Address: —fly 5.5 5, I ?A, / Date Called: • Special Instructions: • Date Wanted: �a.m. `Z l --/0 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. • Approved Inspe Dat REINSPECTI paid at 630 2,t N FEE REQUIRED. rior to ne t inspection. fee must be Southcenter Blvd.. S . ite 100. Call to schedule reinspection. { .Z: •-;; �:. zryn .•-•.ym,:.•,:;,a•r;+ei, enr.... .r •. .. rah•' . ...arr. ;.: INSPECTION RECORD Retain>cepzwith permit PERMIT NO. CITY OF TUKWILA.BUILDING DIVISION • 6.3S).00Outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Pern1 Inspection Request Line (206) 431-2451 " Pr oissil ...-- I (.0 Type of Inspection: „ Address: .' 'Tv% 1124 _.1 Date Called: Special Instructions i / Date Wanted: — I I ' . #.#0a1117 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \i'LL-4( P4.-hcfCC nspector: Li 'RE pai 41.4-4,4 1 ION FEE REQUI 00 Southcenter Blv Date4 sdk-141—fo Ell Prior t nex inspeCtion, fee must be . Suite 100. Call to schedule reinspecticin, • "' - 074 •M s. •. -.�PVti ..s!' �i��V.�� INSPECTION RECORD „.''wl'etain a copy with permit INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0 Project - Type of Inspection: i Address: _ 335 £` Date Called: /2 . L� Special I structions: Date Wanted: _ _F' Hamm. % V p.m. Requester: Phone No: 7.6 (0 --) f-i -. 33 lo tApproved.perapplicable codes. El Corrections required prior to approval.. SPECTION FEE RQUIRED. rior to next inspection. fee must be at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project; / / ? /r4- — _..5- Type of Ir pection: t 1--fa_dtit, 4 6 Address: `r'`I 3 3 SS 5. 17,d 7L. Date Called: Date Wanted: Special Instructions: e - _f Requester: Phone No 2/40q -ggq_6 5.63 Approved per applicable codes. Corrections required prior to approval. COM TS: Inspect Date: 5 - .00 REIN PECTI s N FEE RE UIRED. P for to inspection, fee must be d at 6300 Southcenter Blvd., uite 10 r, Call to schedule reinspection. ipt No.: Date: ko 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with'{ermit • Om - t 7 i' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: rug t4, j 1 A Sprinklers: .5.' Hood & Duct: Monitor: Type of Inspection: Address: 335 r Suite #: .5 7 0 ,o1, Contact Person: deea A Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o f •1i, rat. nk Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: • rili,r3 , ' . j'pate: sill, /hp Hrs.: / $80.00 REIN PECTION FEEREQUIRED. You will receive an invoice from the City of Tukwila Fi lance Department. 011 to schedule. a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ACTIVITY NUMBER: D10 -070 DATE: 05- 13 -1.0 PROJECT NAME: TUK -5 SITE ADDRES.S: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 After Permit Issued DEPARTMENT :mm V Il ing ivision iY Public�Wo�ks� PFire P entio et Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: [x] Incomplete DUE DATE: 05-18-10 Not Applicable Permit Center Use:Only.• • • • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route It Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -15-10 Approved igf Approved with Conditions Not Approved (attach comments) _ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only . • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 bPERM1TCflRDC$:PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -070 DATE: 03/10/10 PROJECT NAME: TUK -5 SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: ding S�DI Ision is Works 41 M1 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/11/10 Complete Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved n Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • PROJECT NAME: C J LL— S SITE ADDRESS: ' 3s5 S 1)-O P1 • PERMIT NO: U 10 -0 ORIGINAL ISSUE DATE: 5` - t0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I TIALS I 5 --I3- i0 u�VC r`b 740 Summary of Rev}ision: AAA u1 �6,r�v� s 4-it, o r ce g ✓' . , �e, 1111444 ro c ,•, s aux* c,L -rn, 0,) 4- 1-e' Received by: A ,3 ; i,Nc —V IMot=t c ,- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: lease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 64. D &.10 Plan Check/Permit Number: 7)I0 ^610 Q Response to Incomplete Letter # O Response to Correction Letter # ▪ Revision # after Permit is Issued Q Revision requested by a City Building Inspector or Plans Examiner Project Name: h'.goi0 rr Tvic S Project Address: 335S— 5 in,* fj, Contact Person: SR.R jMY Fberpo 4 Phone Number: 75.61. 1200 Summary of Revision: 111,1:411.1"1 of i OPFIGf WI1IDOWS IN AIWA bF LSNSIR•GT ?DA/ LegATlNG f.L terizI . P M VOILr /bJ4774 bUTL><TS At,DmONAL 17 10utlek of GAstWORIC CITY OF TUKWILA MAY. 13 2010 PEROT Sheet Number(s): 3.0 AD-2.(.), A -4 - ZO r /4 - ..-a "Cloud" or highlight all areas of revision including date 1gvision Received at the City of Tukwila Permit Center by: -Entered in Permits Plus on S--(.-(1) J H:Wpplications \Farms - Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Contractors or Tradespeople Prr Friendly Page General /Specialty Contractor A business registered as a construction contractor with LW 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 Skanska Usa Building Inc UBI No. 602134999 Phone 9737533500 Status Active Address 1633 Littleton Road License No. SKANSUB985RT Suite /Apt. License Type Construction Contractor City Parsippany Effective Date 12/30/2002 State Nj Expiration Date 1/12/2011 Zip 07054 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company r Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SKANSCN912KQ Skanska Civl Nw /Sknsk Bldg Jv Construction Contractor General Unused 5/18/2009 5/18/2011 Active BAUGHC0103D2 Baugh Construction Oregon Inc Construction Contractor General Unused 3/22/1990 9/20/2003 Expired BAUGHSI987MR Baugh Skanska Inc Construction Contractor General Unused 7/19/2002 7/19/2004 Relicensed Business Owner Information Name Role Effective Date Expiration Date Corporation Service Co Agent 12/30/2002 Amount Flemming, William Keith President 01/01/2009 GL0489601804 Kennedy, Richard A Secretary 12/19/2006 Sinicin, Leonid Vice President 01/01/2009 ZURICH AMERICAN INS CO Karlstrom, Johan E President 12/19/2006 01/01/2009 Ek, Conny S A Vice President 12/19/2006 01/01/2009 Healy, Michael President 12/30/2002 12/19/2006 Carson, Elizabeth Secretary 12/30/2002 12/19/2006 Phillips, Brett Vice President 12/30/2002 12/19/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 103904724 12/12/2002 Until Cancelled $12,000.00 12/30/2002 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 7 ZURICH AMERICAN INS CO GL0489601804 08/31/2009 08/31/2010 $2,000,000.00 08/27/2009 6 ZURICH AMERICAN INS CO GL0489601803 08/31/2007 08/31/2009 $2,000,000.0008 /18/2008 https: / /fortress.wa.gov /lni/bbip /Print. aspx 05/07/2010 Dwg: L:\ 2010 \10 - 0075 \DWG \WIP \MASTER \A— C- 3.0.DWG Author. JEREMY PUTMAN Pen Table: MS— STD.CT5 4/7/2010 7:43 AM ORR. 3110 yN 1, N I ❑ 325B I\ I 325 0000 324 _ 0000 D 323 X00 0 325A D D 0 0 CORR. 350A STAIR #1 315 (A1 MEN 310 w V Fr WOMEN 312 JAN 311 130981 VENDING MACHINES FRESH SNACKS POP BULLETIN BD. RECYCLE C FIRST r T W11EiR RH Bo. WATER COFFEE LJ 0-- • FI [ 1 1 t j7.11.1 SCOPE OF WORK � l 318 317 VEST Etn ELEV. it PN Third Floor Demolition Plan Scale: 1 /8 " =1' -0" CODE COMPLIANCE Key Notes: MAY 2 6 2010 J CiiyofTukwila BUILDING nn►icinm SEPARATE PERMIT REQUIRED FOR: L[echanical [S Electrical lallumbing as Piping ctj of Tukwila E3. "1...`) I vim, DIVISION I IREVISIONS No changes shall be made to the scope l of work without prior approval of Tukwila Building Division. 3+ Pe "OTI- = ':i_�c ::, will require a new plan submittal ' ! T'1 r� -� a may i" I ,j de additional plan re' w fees. I O1 NO WORK IN THIS AREA U.N.O. 2 REMOVE EXISTING SECURITY WINDOW AND TRANSACTION TRAY. PATCH R 'AIR WALL TO MATCH ADJACENT CONSTRU 104 3 REMOVE EXISTI G ON OR A D C • BIN R . PATCH AND REPAIR FLOOR AND WALLS FLUSH TO MATCH EXISTING. FILE COPY Permit No. 1)10 — 070 Plan review approval is subject to errors and orrssions. -approval of construction documents does not authorize fhe violation of any adopted code or ordinance. Receipt r, approved Fi: di Dopy an • nditions is acknowledged; By Date: City Of Tukwila BUILDING DIVISION .E. FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG REVISION NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) EXISTING WALL TO BE DEMOLISHED b1Oo76 JPC R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 98 tel [425] 641 -9200, fax • 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 04.05.10 Description _ PERMIT ISSUE CONSTRUCTION REVISION Keyplan AREA OF WORK Sheet Title Third Floor Demolition Plan RECEIVED MAY 132010 PERMIT CENTER Sheet No. A-C-3.O © 2010, JPC Architects, PLLC 225C 225A 0 Z i 3 cJ o � o cV -9 I 0 w 4 YC r, CP 0 0 s J 0 Author. JEREMY PUTMAN Pen Table: MS— STD.CTB CORR 2110 SEE 1/A–D-2.0 FOR END OF TENANT CORRIDOR >J IS aa ST RAGE 225 < W S ❑ FE LCA 225 <WS FE S URCE EP ❑T 225 3S 22 FE Al v & BUILD 225 7 HIGH VALE STORAGE FE ❑ Adh. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ]FE FE e FE n' n LJ II I I FE LG �I SERVER AREA X10 I lsssa kT) W,) sv \�vEf 212 VEIDING MAC ES r' r FRESH SNACKS IM POP ULLETIN D. 1 — TwZROM ±7 $11111111 WATER •OS AIL MLLETIN D . RH BD. • UFFEE LUNCH 207 MAIL 1V TRASH TAB LE NODE 225 SUPPORT 224 TOTAL 19 DESKS LJ �. c, ,M , = 4 Z. r' r u , ..1_ IM r" 1M 1I i1;...k 1 0 0 0 0 ICI ICI ICI E SEIM S/H 'W' ' =' IMI 209 c iM r' r, i. 1 ■R, g r ,`F7', I 0 0 0 0 0 0 r5; rr = O O O • OFFICE 206 7 HALLWAY 213 OFFICE / / OFFICE 205 204 1 1 FE (LEVEL 2) FE soc 208 URITY 5H SSM MN I I�1 OFFICJ 203 ®I FE 1 DN 0 e LJ dosz -1-- SP AIR 1 2 15 OFFICE , Al— 202 � ik III I J� 11 81 LOBBY 216 ■•Second Floor Plan Scale: 1/8"-= 1 ' -0" B B L�1 CORR 2110 Second Floor Plan ELEVATOR VESTIBULE 201 \C E r Scale: 1 /8 " =1' -0" Key Notes: Symbols Legend: O1 NO WORK IN THIS AREA U.N.O. O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL– SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL N S DUAL POWER TO EACH RACK FROM TWO UPS BACK– PS. CONTRACTOR TO COORDINATE WITH TENANT SECURITY VENDOR. REVISION NO __ ( bO.O70 FIRE EXTINGUISHER PROXIMITY CARD READER ®-• WALL TAG REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 6 2010 City of Tukwila BUILDING nIVISInNV Partition Legend: A EXISTING SHELL & CORE WALLS (N.I.C.) p FULL HEIGHT PARTITION. REFER TO DETAIL T 3 /A –M -0.2 mmmtimi FULL HEIGHT PARTITION. REFER TO DETAIL 8 /A –M -0.2 i JPC R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 98 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn J PC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE 04.05.10 CONSTRUCTION REVISION Registration • Keyplan AREA OF WORK Sheet Title Second Floor RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-D-2.O © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 4/5/2010 3:38 PM W 215 SCOPE OF WORK SECURITY 225H TOTAL 19 DESKS I 1 I 1 I I 1 I I 1 r1 , 1 II I 111 I I II I I II �(1� II II X11 III' III' �� 'Il' II11 'Il' 1 1 1 I 1 1 I I 1 I I 1 I I I 1 I ,..—_J NOC SITE SERVICES /HECL 1 1111 I III� IIII 1111 111 1111 IIII 1----1 1111 IIII IIl1 r ' 111 J I I 1 I I 1 I 1 1 1 I 1 I 1 I 1 1 1 1 I I I ,l '. J' L ,[ .[ is [ 1 ( 1 ( 1 11111 1111 I 1 1111 111111 IIII II II 1111 I11 1111 I11 1 1 1 1 I I I J l r 1 . .r i r 1 ( 1 r 1 TYP 1 1 1 1 LOBBY 216 HALLWAY 213 FE to - - - to - to - MM IS OFFICE OFFICE OFFICE OFFIC OFFICE 3LE Second Floor Plan Scale: 1 /4 " =1 ' -0" REVIEWED FOR irmorwpn LIANCE Key Notes: Symbols Legend: 0 @ NO WORK IN THIS AREA U.N.O. O MULTI LITE SECURITY WINDOW WITH TRANSACTION TRAY AND SHELF O PROVIDE AND INSTALL CARD READER SYSTEM (FAIL— SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULLY CTIONA ® PROVIDE AND INSTALL ADEQUATE BACKING IN WALL TO SUPPORT KEY WATCHER CABINET. COORDINATE WITH COCHRAN SECURITY TO DETERMINE WEIGHT AND EXACT LOCATION. 5 TENANT PROVIDED AND CONTRACTOR INSTALLED RECESS MOUNTED KEY VAULT. COORDINATE WITH COCHRAN SECURITY. © TENANT PROVIDED AND CONTRACTOR INSTALLED DEFIBRILLATOR MOUNTED BELOW KEY WATCHER CABIN ERIFY LO'CA N'6F OOR BEING INSTALLED UNDER SEPARATE PERMIT. PROVIDE SIX DESK TOP MONITOR ARMS TWO HOLD UP TO TWO MONITORS EACH. 9 ALL ELECTRICAL CIRCUITS SHALL BE UPS AND GENERATOR BACKED TO MAINTAIN SECURITY AND SAFETY OPERATIONS AND RESPONSIBILJTIES. POWER OUTLETS AND DATA CONNECTIONS SHOULD BE COORDINATED FOR LOCATION AND QUANTITIES, AS COMPUTER USAGE WILL BE HIGHER THAN TYPICAL. 10 CONTRACTOR TO INSTALL SECURITY BARRIER ABOVE THIS SECTION OF WALL TO MATCH EXISTING CONSTRUCTION FROM TOP OF WALL TO BOTTOM OF STRUCTURE ABOVE. SIMILAR TO 8 /A —M -0.2 11 PATCH AND REPAIR CARPET AS NECESSARY TO MATCH EXISTING '12 FLAT "BUSINESS ANALOG LINE. PHONE LINE NOT TO BE ROUTED THROUGH THE PBX REVISION NO � REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 6 PLI 2010 City of Tukwila BUILDING fIVISInTh FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG City of Tukwii BUILDING • 0 PHONE RECEPTACLE CONTRACTOR TO PROVIDE MUD RING AND PULL STRING DATA /VOICE RECEPTACLE CONTRACTOR TO PROVIDE MUD RING AND PULL STRING DUPLEX RECEPTACLE CONNECTED TO BOTH GENERATOR AND UPS BACK —UP btOO7o Partition Legend: 1 EXISTING SHELL & CORE WALLS (N.I.C.) FULL HEIGHT PARTITION. REFER TO DETAIL 3 /A —M -0.2 FULL HEIGHT PARTITION. REFER TO DETAIL 8 /A —M -0.2 JPC kRPHITECTS 601 108th Ave NE\- Suite 2250 Bellevue, WA 98 tel [4251641-9200, fax1425] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 Ll 04.05.10 Registration Description PERMIT ISSUE CONSTRUCTION REVISION Keyplan Sheet Title AREA OF WORK Second Floor Plan RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-G-2.O © 2010, JPC Architects, PLLC U Z 1 Author: JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/24/2010 4:06 PM )" /0 $,_0" f 1 i A SOC 208 A MULTI -LITE SECURITY - WINDOW W/ TRANSACTION TRAY ANALOG LINE W/ RED PHONE IJL 1,2' -01 CABINET SCREED Scale: 1/4"=1'—O" LIGHT SWITCH KEYWATCHER r "KNOX BOX" DESK VOICE /DATA DUPLEX OUTLET DESK T ®© T 4' -0" 1' -0" 5'_3" I M 1/4" GLAZING CORNER OF WALL IN FRONT OF WINDOW AT THIS ANGLE SECURE COMMUNICA ION WIT FLEXIBLE NECK MICROPHONE (S CURE SIDE) TRAN TRAY DRAWERS TO RECEIVE BADGE INSERT SEE 13 & 15/A -M -0.2 10' -9" 0 N 0 N .12'_O" 1L 1' -6 3/4" Transaction Window SECURE SIDE MULTI -CITE SECURITY WINDOW W/ TRANSACTION TRAY Scale: 1/4"=r-0" 10' -9" LOBBY WALL W/ ENTRY DOOR 3' -0" 0 i MULTI -UTE SECURITY WINDOW SECURE COMMUNICATION TRANSACTION SHELF TRANSACTION TRAY (-1.(; Transaction Window LOBBY SIDE Scale: 1 /4 " =1 ' -0" REVISION N0: � biOO7O REVIEWED FOR CODECOMPLIANCE APPROVED MAY 262010 City of Tukwila BUILDING nm innl JPC ° RiHITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 98 tel 4251641-9200, fax ; 25] 637 -8200 Microsoft Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 1A. 04.05.10 Description PERMIT ISSUE CONSTRUCTION REVISION Keyplan Sheet Title Interior Elevations RECEIVED MAY 13 2010 PERMITCENTER Sheet No. A-L-O. 1 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN 0 X Pen Table: MS— STD.CTB 3/8/2010 11:43 AM 0 E Microsoft Tukwila 5 Lobby Upgrade Floor Two Site Plan REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. PJCT:: revisions will require a new plan submittal `.` :' .---- �` y in,-Aide ._�. additional plan review fens. FILE COPY Permit No.D(t d7—(2. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tinc violation of an ...: or o I r �:, Receipt o approved 1= ►-' owiedged: City Of Tukwila BUILDING DIVISION Drawing Index: Sheet Number A —A -0.1 A —A -0.2 A —A -0.3 A —C -2.0 A —C -3.0 A —D -1.0 A —D -2.0 A —D -3.0 A —E -2.0 A —E -2.1 A —G -2.0 A —L -0.1 A —M -0.1 A —M -0.2 Sheet Title Cover Sheet General Notes Code Summary Second Floor Demolition Plan Third Floor Demolition Plan First Floor Plan Second Floor Third Floor Plan Demolition Reflected Ceiling Plan Reflected Ceiling Plan Second Floor Plan Interior Elevations Door Schedule Elevations Details Construction Details Code Information: PROJECT ADDRESS: TUKWILA 5 INTERNATIONAL GATEWAY BUILDING 5 3355 S. 120TH PLACE TUKWILA, WA 98168 CONSTRUCTION TYPE: TYPE III B FULLY SPRINKLERED, QUICK RESPONSE ZONE: MIC /H MANUFACTURING INDUSTRIAL CENTER/ HEAVY INDUSTRIAL OCCUPANCY: BUSINESS —B SQUARE FOOTAGE: TOTAL BUILDING SF: AREA OF WORK SF: APPLICABLE Building Code Fire Code Energy Code Mechanical Code Electrical Code Ventilation /Air Quality Code 555,036 (3STORIES) Plumbing 998 Code ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE UNDER SEPARATE SUBMITTAL. Zoning Code Accessibility Code Legal Description: EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 2002 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L CITY OF TUKWILA ZONING CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN TAX PARCEL #1023049082 LOT 5 OF TUKWILA BLA L02 -057 REC #20030327900002 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04 Vicinity Map: SEPARATE PERMIT REQUIRED FOR: 646chanical ectrical Bing ldGas Piping City of Tukwila BUILDING DIVISION PROJECT LOCATION Project Team: Victual Ew1ti Property Manager: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FLOOR SEATTLE, WA 98168 JOHN SASSER johnsas©sabey.com Tenant: MICROSOFT INTERNATIONAL GATEWAY BUILDING 5 3455 S 120TH PL TUKWILA, WA 98168 Construction Manager-- Architect: JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 MARK PETERSON — EXT. 340 markp©jpcarchitects.com DALE PRIOR — EXT. 357 dalep ©jpcarchitects.com General Contractor: REVIEWED FOR CODE COMPLIANCE APPROVED MAR 25 2010 �S City of Tukwila BUILDING DIVISION CmOFTUKEpVNIA MAR -1 0 2010 PERMIT CENTER JPC R HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Drawn Checked JPC JP MP Date 11.25.2008 JPC Protect No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Keyplan Sheet Title Cover Sheet i) I - 010 Sheet No. A-A-O. 1 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 0 0 M m E Abbreviations: General Notes: Dimension Notes: Door Notes: Finish Notes: A/C ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MTD MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SECT SHT SIM SPEC SQ SS STL STOR STRUC SUSP UNFIN UNO AIR CONDITIONING ACOUSTICAL CEIUNG TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MUWON NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESIDENT BASE RESIUENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED THK THICK(NESS) THRESH THRESHOLD TV TELEVISION TYP TYPICAL VCT VEN VERT VESTI VFY VWC w W/ WD W/0 wr UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT Symbol Legend: 2306 155A A\ ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH © REFERENCE KEY (REFER TO SHEET /KEY NOTES) . REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAV E BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. . CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEIUNGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, REUTES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN UGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON- COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, UGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A UCENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPUCABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB - CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE /DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. . DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. . DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. . DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. . NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. . REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. . DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. . "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. . ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. THRESHOLDS AT DOORWAYS SHALL BE 4" MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 1. 2. 3. 4. 5. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. ALL AREAS TO RECEIVE RB -1 U.N.O. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERUNE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON- COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING 11. PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. Demolition Notes: Electrical Notes: Reflected Ceiling Notes: OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOUTION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR. AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESIUENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOUTION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPUCABLE BUILDING AND FIRE CODES. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERUNE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. • • 10 11 COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFUCT WITH NEW ELEMENTS). PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEIUNG TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. THE REFLECTED CEIUNG PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, UGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. . SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. . VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. 13. 14. 15. 16. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. ALL EXITING LIGHTS AND EGRESS UGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. (OO7O REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING DIVISION JPC HITECTS 601 108th Ave NE- Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Mi�rosoft° Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Descripticn 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title General Notes cmrIoREKIINIw MAR 10 2010 PERMIT CENTER Sheet No. A-A-O.2 © 2010, JPC Architects, PLLC 225C 225A Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 3/8/2010 11:38 AM E S CORR 2110 0 'ti z <WS AI v & BUIL 225E URCE EPOT 225- 3SZR 7 HIGH VAL STORAGE FE u U 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 ]F E FE FE ...__..I SERVER ARE INOMEMIENNIENIINIMINEWImmq I�If�fifi -li�i- MOISMISIMMMIIIIMMWM 1- 11 -IMMINWIMM NODE 225 SUPPORT 224 n'rn P.0 1 1 1 4-w,MM ir► VE\ 10 V�IV,IVSV WE VE 212 • c3FD CLOS. 209B VE FRESH DING MAC SNACKS ES POP flID"L.LETIN 1 FIRST ro ATER fFFEE • 4 IT BULLETIN RH BD. LU \CH 207 MAIL TRASH TABLE TOTAL 19 DESKS , ''r L___J - LJ U - •1 ,• - C5 �1 . = --3_ ,1 1M i - 0 „ .>A_, • 0 'l' 'R 'E4' E SE IM' S/H ':1' ' =' '0111' 209 1 _97_, iM ,R, r-92, r' ,, g ,9F, r' .R, 1 0 0 0 0 0 0 0 — . . r ®- r- s NHS P — r ,R, 0 0 0 0 0 OFFICE OFFICE 206 7 205 165' -9" TOTAL • HALLWAY 213 OFFICE OFFICJ 204 203 • FE (LEVF1 FE J< CORR. 250 Second Floor Plan I, Scale: 1/8"= V-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING DIVIIRIh11J Legend: "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. 4- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS JPC R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel I [425] 641 -9200, fax ; 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Data Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Code Summary C17YOFTUKLA MAR 10 2010 PERMIT CENTER Sheet No. A-A-O.3 © 2010, JPC Architects, PLLC 225C 225A Author. JEREMY PUTMAN 0 ->C Pen Table: MS— STD.CTB 0 co 01 E 0 SNP OM, CORR 2110 A JPC R H I T E CTS S22 STORAGE 225 <WS AI v & BUILD 225 0 S FE 0 0 ]FE EPIT 225E 3SZ 7 HIGH VAL STORAGE FE 1FE 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FE LIIR:GIr11r►111 MENWHMENNIMMEMMINUMMEMMIN ME\ X10 UMMEMMENMMENNEMM 10 NMI V�LV>lV>lV U Ef 212 CLOS. 209B VENDING MACHINES FRESH SNACKS POP ULLETIN D. ,FIAIST �■ D EMI AIL grAh3BUDL.LETIN RH HD. VATER OFFEE LU \CH 2C7 'IAIL TRAS- TABLE NODE 225 FE SERVER ARE SUPPORT 224 209 ,R 0 O D O FE (LEV FI P) FE 1 c723 023 I c'23 9-2m I c72m c2c TT I C -] C =] T C =] C =] C -3 c -] C -3 C -] C :7 1 E =7 1 C =7 ; C :7 L . — £ -L am £ � —1.- SECURITY 225H FE DN CORR. 250 I[� c? T col 0 7 1 c] cu; c -7 1 s -z 1 s -i L J FE OFFICE 206 HALLWAY 213 JOFFICE 205 OFFICE 204 s_ 1_11 ) OFFIC 203 • 7 Mid OFFICE 202 VOSz SP AI MISC 216A CLOSET 214 \` 32 32 0 LOBBY 216 Second Floor Plan Scale: 1/4"=V-0" 1 E Key Notes: Symbols Legend: NO WORK IN THIS AREA U.N.O. REMOVE EXISTING CONSTRUCTION. PATCH AND REPAIR FLOOR SUBSTRATE AS NECESSARY IN PREPARATION FOR NEW CONSTRUCTION AND FINISHES. REMOVE AND RETAIN FOR REUSE DOOR, FRAME AND HARDWARE. SEE FLOOR PLAN FOR MORE INFO. COORDINATE REMOVAL OF EXISTING CARD READER WITH SECURITY CONTRACTOR TO DETERMINE IF UNIT CAN BE INCORPORATED INTO NEW CONSTRUCTION. RELOCATE EXISTING FURNITURE AND EQUIPMENT AS NECESSARY. PROTECT THROUGH CONSTRUCTION FROM DEBRIS AND DUST. RELOCATE EXISTING FURNITURE. COORDINATE WITH TENANT STORAGE LOCATION OR AREA OF USE. DEMOLISH PORTION OF WALL FOR INSTALLATION OF NEW SECURITY WINDOW FIRE EXTINGUISHER EMERGENCY COMMUNICATION STATION NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: FEViEVUED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila minim DIVISION EXISTING SHELL & CORE WALLS (N.I.C.) EXISTING WALL TO BE DEMOLISHED D10 -odd 601108th Ave NEE Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan AREA OF WORK Sheet Title Second Floor Demolition Plan RE�€IY�� ci�vo �u MAR 10 2010 PERMIT CENTER Sheet No. A-C-2.O © 2010, JPC Architects, PLLC Dwg: L:\ 2010 \10 - 0075 \DWG \WIP \MASTER \A— C- 3.0.DWG Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 3/8/2010 11:37 AM :ORR. 3110 V N 0 I 325B 0 0 0 a a a a 0 0 0 a 0 0 a 0 0 0 0 0 0 1 3 ❑ 0000 D 325A D D n Li . =—I iI`4710'7 MEN 310 ..� M IiSM1111sralsra V V V V WOMEN 312 JAN 311 309B VEN FRESH DING MACH SNACKS PIES POP BULLETIN BD. RECYCLE FIRST AID T BULLETIN \D. RH BD 1 WATER COFFEE � � I L1 VAIL m o O CORR. 350A STAIR # 315 gln -J SCOPE OF WORK EMI 1I c I\I HALLWAY Fll A I(m VEST m LOBBY llm / ELEV. EOPM. ACCESS ELEV. 11 ,' Third Floor Demolition Plan Scale: 1/8 " =1' -0" 318 317 Key Notes: O NO WORK IN THIS AREA U.N.O. 2 REMOVE EXISTING SECURITY WINDOW AND TRANSACTION TRAY. PATCH AND REPAIR WALL TO MATCH ADJACENT CONSTRUCTION AND FINISH. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING DIVISION FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) _ = EXISTING WALL TO BE DEMOLISHED bo 07� JPC H I T E CTS 601108th Ave N Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan .•.. . 1 Sheet Title AREA OF WORK Third Floor Demolition Plan cmoiiEKIViAi.n MAR 'I 0 2010 PERMIT CENTER Sheet No. A-C-3.O © 2010. JPC Architects, PLLC U Z 1 Author: JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:36 AM 0 0 0 SCOPE OF WORK r 1 fl Second Floor Plan Scale: 1/8"=r-0" LJ 0 0 0 0 0 0 INN IMO Simla FE O 0 O O O O O FE O O FE ,JC FE PASSAGE 129 UPS 2E2 SCOPE OF WORK .... —� 1 x x x x x—Y— x x x x x x x ❑ x 0 x STORAGE x 2103 SF 125 i Microsoft® HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 UPS 2E3 JPS 2E U PS 2D3 O 0 O • HDP2D O JPS 2LU PS 2D1 UPS 2C3 HDP2E 128 PS 2C O 0 O HDP2C O UPS 2C1 PS 28 JPS 2B2 O 0 O • HDP2B O 153 O O ❑ O O SCC-2 UPS 231 lPS 2A3 0 0 HDP2A 0 Olo O Key Notes: Symbols Legend: CONTRACTOR TO INSTALL WALL MOUNTED SELF CONTAINED EYE WASH STATION — ZEE PROTECTOR I OR APPROVED EQUAL REvitWED FOR CODE COMPLIANCE ADIMMED 25 2010 Gity of TukwjI BUILDING DIVISION E FIRE EXTINGUISHER CR PROXIMITY CARD READER WALL TAG Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) FULL HEIGHT PARTITION. REFER TO DETAIL 3 /A —M -0.2 FULL HEIGHT PARTITION. REFER TO DETAIL ■=stom VA—M-0.2 Tukwila 5 Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan ..j _ 1 �IIe� =`. AREAS OF ,■■ r WORK Sheet Title First Floor Plan cmRoiu�Rwu+ MAR 10 2010 PERMIT CENTER Sheet No. A-D-1 .0 © 2010, JPC Architects, PLLC 225A Author. JEREMY Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:35 AM CORR 2110 SEE 1 /A -D -2.0 FOR END OF TENANT CORRIDOR S22 ST RAGE 225 < W S AI v & BUILD 225E LCA 225 < W S EE FE S URCE DEPOT 225 w 3S2 Z • HIGH VAL STORAGE 225C ]F-E FE ❑ m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ]FE FE FE 11 ••••••••• FE .m...MI I SERVER AREJ) NODE 225 •••■••■•■1•17. SUPPORT 224 NOC 1' n VENDING MACHINES u FRESH SNACKS POP W1VEr [BIALETIN D. 1FIRST AID WATER 212 fCIFFEE CLOS. 209B TOTAL 19 DESKS 1 ,g, ii ' u ,R„ R, ,. ,M O O __ ,5 , , CI CI 11 1P1•k • CI 1-1 i-i IrEI E SEW S/H ia1 I-1 I-1 209 ' ,, g r"1 ,'F', r , r1 , R , O im 1_"', ,, ii LJ ,, 0 o 1r r , , LT, FE (LEVEL 2) FE SECURITY 225H DN 0 11 Jc C RRI 250 VOS2 SP S AIR 1 2 15 FE 1 SSM 1 S 0 C 208 1 L =1 \C HALLWAY 213 LU \CH FF 2 0 207 NAIL TRASH OFFICE 206 OFFICE 205 OFFICE 4 Scale: 1/8"=V-0" Second Floor Plan BULLETIN BD. TABLE RH BD. 204 OFFICJ OFFICE — 203 202 litik 11 iii WOME 0 L C ELEVATOR VESTIBULE 201 CORR 2110 CL Second Floor Plan Scale: 1/8"=1'-0" Key Notes: Symbols Legend: O. NO WORK IN THIS AREA U.N.O. O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL- SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL FUNCTIONAL AND OPERATING SYSTEM. — REVIEWED FOR CODECCOMPLIANCE li ONE® MAR 2 5 2010 City of Tukwila BUILDING DIVISIQN FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) FULL HEIGHT PARTITION. REFER TO DETAIL 3 /A -M -0.2 ■=mtnim FULL HEIGHT PARTITION. REFER TO DETAIL 8 /A -M -0.2 1 JPC ' R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [4251641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan AREA OF WORK Sheet Title Second Floor CITEOFTUKWILA MAR ,10 2010 PERMIT CENTER Sheet No. A-D-2.O © 2010, JPC Architects, PLLC 1 Author: JEREMY PUTMAN 3/8/2010 11:34 AM CORR. 3110 SEE 1 /A —D -3.0 FOR END OF TENANT CORRIDOR /\ /\ /\ /\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o e 0 0 0 0 0 0, o 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 325B 0 0000 324 0000 000000 0 0 0 0 CORR. D 325A D STAIR #1 I.I I.I MI I.I I.I IU IS MI MI UI ,N Third Floor Plan VENDING MACHINES FRESH SNACKS POP WOMEN SCOPE OF WORK ELEV. EOPM. ACCESS Scale: 1/4 " =1' -0" CORR. 3110 Third Floor Plan 331 SEC. VEST. 3328 VESTIBULE 330 331A Scale: 1/8 " =1' -0" Key Notes: Symbols Legend: O NO WORK IN THIS AREA U.N.O. O PATCH AND REPAIR WALL FLUSH WITH ADJACENT FINISH PAINT TO MATCH EXISTING O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL- SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL FUNCTIONAL AND OPERATING SYSTEM. �.E. FIRE EXTINGUISHER PROXIMITY CARD READER ®-- WALL TAG D EMERGENCY COMMUNICATION STATION Partition Legend: 11■1 EXISTING SHELL & CORE WALLS (N.I.C.) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING DIVISION p to -ono JPC ARCHITECTS 601108th Ave NC\ Suite 2250 Bellevue, WA 98004 tel [425] 641 -9200, fax`[425] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Protect No. 10 -0075 Approvals Revisions No. Date 03.05.10 Registration Keyplan Description PERMIT ISSUE Sheet Title AREA OF WORK Third Floor Plan RECEIVED CITYOFTUKWILA MAR 102010 PERMIT CENTER Sheet No. A-D-3.O © 2010. JPC Architects, PLLC N W Eft Pen Table: MS— STD.CTB Date/Time: 3/8/2010 SCOPE OF WORK C SITE SERVICES /HECL 12D9I Demolition Reflected Ceiling Plan Scale: 1/4 " =1' -0° bw 070 Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND /OR FINISH PLAN FOR ADDITIONAL INFORMATION. 2 GENERAL CONTRACTOR TO FIELD VERIFY ALL CRITICAL DIMENSIONS WITH EXISITNG CONDITIONS. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. POCHE' INDICATES EXTENT OF EXISTING SUSPENDED CEILING GRID, ACOUSTICAL TILE AND ASSOCIATED SUPPORT /RESTRAINT SYSTEMS TO BE DEMOLISHED. PREPARE AFFECTED AREA(S) AS REQUIRED FOR SCOPE OF NEW WORK. REFER TO REFLECTED CEILING PLAN AND DESIGN -BUILD CONSULTANT DOCUMENTS FOR ADDITIONAL INFORMATION. O MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR TUKWILA 5 INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING, SPRINKLER HEAD AND /OR HORN /STROBE RELOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING niviRION NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan AREA OF WORK Sheet Title Demolition Reflected Ceiling Plan RECEIVED CITY OF TUKWILA MAR 10 2010 PERMIT CENTER Sheet No. A-E-2.O © 2010, JPC Architects, PLLC CD 0 3 N • m 1_ w Q w Q X a 0 0 0 s J 0. 0 Author. JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:32 AM SCOPE OF WORK SECURITY 225H Reflected Ceiling Plan Scale: 1/4"=V-0" btooio Key Notes: Symbols Legend Lighting Power Budget O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 3 CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. (4.-) POCHE INDICATES EXTENT OF NEW HEAVY -DUTY 2 X 4 SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. CONFORM TO BUILDING STANDARDS FOR MANUFACTURER, TYPE AND STYLE. COORDINATE INSTALLATION AS REQUIRED FOR TYING INTO EXISTING A.C.T. CEILING SYSTEM. REFER TO DETAIL 6/A -M -0.2 FOR ADDITIONAL INFORMATION. O CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. TYPE SYMBOL MFG. DESCRIPTION 1e/ SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS 998 1.0 998 NEW BLDG STD 2x4 CEILING TILE AND GRID TYPE WATTS/ FIXTURE QTY. TOTAL WATTS F -1 64 10 640 F -2 64 64 F -1 V I BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS F -2 v BLDG STD 2x2 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS REVIEWED FOR CODE CO yIPUANCE APPROVED MAR 2 5 2010 NO DESIGNATION = EXISTING aligNOMVIROM C yof TuklaN = NEW R = RELOCATED (CO W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE JPC HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Protect No. 10 -0075 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Reflected Ceiling Plan cmo��tuEKLA MAR "10 2010 PERMITCENTER Sheet No. A-E-2. 1 © 2010, JPC Architects, PLLC Dwg: L:\ 2010 \10 - 0075 \DWG \WIP \MASTER \A— G- 2.0.DWG Author. JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 215 SCOPE OF WORK N - N SECURITY 225H CLOS. TOTAL 19 DESKS I II' I I I II II' I I � I 1 1 II 1 II II I 1 I 'I J '1 11 'I I 1 I f I I I I 1 1 1� I I II II I 1 I I I 1 1 I 1 1 1 I 1 1 1 I I I I r----A r— i r-- 1-1 r—n r--) (--) NOC SITE SERVICES /HECL 209 3' -8" MIN I II' I I I III I II' I I r111 ( 1 II 1 II 'l l' I I I 11 'II' I I II I 'l l 'll' 1 I II I I II II II II r I II I I I 1 1 I 1 1 1 I 1 1 1 I I I I 1 I I I I I 1 1 ( , ( 1 ( 1 ( 1 I 'll I I I III I I I r111 ( 1 'll' 1 f 'l l' I I I I 'II' I I l l' I 'l l 'll' r 1 ( , ( 1 ( 1 ( 1 1 1 1 1 1 1 1 1 1 CLOSET LOBBY 216 TYP HALLWAY 213 FE M - L IS OFFICE OFFICE OFFICE 3LE Second Floor Plan Scale: 1 /4 " =1' —O" Key Notes: NO WORK IN THIS AREA U.N.O. MULTI LITE SECURITY WINDOW WITH TRANSACTION TRAY AND SHELF PROVIDE AND INSTALL CARD READER SYSTEM (FAIL — SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULLY FUNCTIONAL AND OPERATING SYSTEM. PROVIDE AND INSTALL ADEQUATE BACKING IN WALL TO SUPPORT KEY WATCHER CABINET. COORDINATE WITH COCHRAN SECURITY TO DETERMINE WEIGHT AND EXACT LOCATION. PROVIDE AND INSTALL ADEQUATE BACKING IN WALL FOR SURFACE MOUNTED KEY VAULT. COORDINATE WITH COCHRAN SECURITY. PROVIDE AND INSTALL DEFIBRILLATOR MOUNTED BELOW KEY WATCHER CABINET VERIFY LOCATION OF DOOR BEING INSTALLED UNDER SEPARATE PERMIT. PROVIDE SIX DESK TOP MONITOR ARMS TWO HOLD UP TO TWO MONITORS EACH. ALL ELECTRICAL CIRCUITS SHALL BE UPS AND GENERATOR BACKED TO MAINTAIN SECURITY AND SAFETY OPERATIONS AND RESPONSIBILITIES. POWER OUTLETS AND DATA CONNECTIONS SHOULD BE COORDINATED FOR LOCATION AND QUANTITIES, AS COMPUTER USAGE WILL BE HIGHER THAN TYPICAL. CONTRACTOR TO INSTALL SECURITY BARRIER ABOVE THIS SECTION OF WALL TO MATCH EXISTING CONSTRUCTION FROM TOP OF WALL TO BOTTOM OF STRUCTURE ABOVE. SIMILAR TO 8/A —M -0.2 11 PATCH AND REPAIR CARPET AS NECESSARY TO MATCH EXISTING btOOio REVIEWED FOR CODE COMPLIANCE APPROVED Symbols Legend: MAR 2 5 2010 FIRE EXTINGUISHER PROXIMITY CARD READER ®-- WALL TAG City of Tukwila BUILDING DIVIRIflM Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) FULL HEIGHT PARTITION. REFER TO DETAIL 3 /A —M -0.2 =3=t3=1 FULL HEIGHT PARTITION. REFER TO DETAIL 8 /A —M -0.2 JPC R HITECTS 601108th Ave N Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 Registration Description PERMIT ISSUE Keyplan Sheet Title AREA OF WORK Second Floor Plan CrtYOFTRLA MAR I 0 2010 PERMIT CENTER Sheet No. A-G-2.O © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:31 AM 3' -9 /4" A Elevation MULTI -LITE SECURITY WINDOW W/ TRANSACTION TRAY L FC 0 2' —O' CABINET SCREED Scale: 1/4 " =1' -0" CORNER OF WALL IN FRONT OF WINDOW AT THIS ANGLE SECURE COMMUNICATION TRANSACTION TRAY 10, -9" DRAWERS TO RECEIVE BADGE INSERT SEE 13 & 15/A -M -0.2 N 2' -0" 1 Transaction Window SECURE SIDE 0 I N 6 3/4" MULTI -LITE SECURITY WINDOW W/ TRANSACTION TRAY Scale: 1/4"=1'-0" 10' -9" LOBBY WALL W/ ENTRY DOOR 3' -0" 0 N MULTI -LITE SECURITY WINDOW SECURE COMMUNICATION TRANSACTION SHELF TRANSACTION TRAY CO 8 Transaction Window LOBBY SIDE Scale: 1 /4 " =1 ' -0" N0- 070 REVIEWED FOR COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING Diincinh' JPC R HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Micmsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions Na Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Interior Elevations cmo u+ MAR 10 2010 PERMIT CENTER Sheet No. A-L-O. 1 © 2010, JPC Architects, PLLC 11 ,1 _ -M -O. N 2' -0" 1 Transaction Window SECURE SIDE 0 I N 6 3/4" MULTI -LITE SECURITY WINDOW W/ TRANSACTION TRAY Scale: 1/4"=1'-0" 10' -9" LOBBY WALL W/ ENTRY DOOR 3' -0" 0 N MULTI -LITE SECURITY WINDOW SECURE COMMUNICATION TRANSACTION SHELF TRANSACTION TRAY CO 8 Transaction Window LOBBY SIDE Scale: 1 /4 " =1 ' -0" N0- 070 REVIEWED FOR COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING Diincinh' JPC R HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Micmsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions Na Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Interior Elevations cmo u+ MAR 10 2010 PERMIT CENTER Sheet No. A-L-O. 1 © 2010, JPC Architects, PLLC Dwg: L:\ 2010 \10 - 0075 \DWG \WIP \MASTER \A— M- 0.1.DWG then JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:30 AM Door Type A 3' -0" X 8' -0 "X 1 -3/4 ", HOLLOW METAL DUTCH DOOR PAINT TO MATCH BLDG STD. NOTE: 1 TOP HALF OF DOOR SHALL BE SECURED TO THE BOTTOM HALF OF DOOR FROM THE SECURE SIDE USING A DROP PIN ASSEMBLY. 2. TOP HALF SHALL BE EQUIPPED WITH A LIMITER KEEPING THE DOOR FROM OPENING FURTHER THAN 90' FROM CLOSED. 3 BOTTOM HALF OF DOOR SHALL BE EQUIPPED WITH DOOR CLOSER SYSTEM THAT WILL SWING THE DOOR BACK TO CLOSED POSITION. 4. BOTTOM HALF OF DOOR SHALL BE EQUIPPED WITH TRANSACTION SHELF 8" WIDE BASE, AS SPECIFIED Scale: 3/8 " =1' -0" /2" ti 1 PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATONS PER JAMB (CONCEAL FASTENERS) 1/4" TEMPERED GLASS SET W/ GLAZING TAPE Relite Jamb (Head Sim.) Scale: 6 " =1' -0" 0. SIM. —M —O. BLDG. STD. 3' -0" X 8' -0 "X 1 -3/4" HOLLOW METAL DOOR PAINT TO MATCH BLDG STD. BASE, AS SPECIFIED 1/2 1 /2" PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB ;I (CONCEAL FASTENERS) PAINT TO MATCH BLDG STD 1 3/4" HOLLOW METAL DOOR Door Jamb (Head Sim.) Scale: 6 " =1' -0" Hardware Sets: HS -1 SINGLE DUCTH DOOR WITH CARD READER QTY 6 — BUTT HINGES QTY 1 ' — LEVER LOCKSET QTY 1 — SURFACE MTD. CLOSER (BOTTOM) QTY 1 — ELECTRIC STRIKE (BOTTOM) QTY 1 — BLDG STD. DOOR STOP QTY 1 — DROP PIN ASSEMBLY QTY 1 — OPENING LIMITER (TOP) 'QTY 1 SET — SILENCERS HS -2 SINGLE NON —RATED DOOR WITH LOCKSET QTY 1 -1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS HS -3 SINGLE NON —RATED DOOR WITH CARD READER QTY 1 -1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — ELECTRIC STRIKE QTY 1 — SURFACE MTD. CLOSER QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS Door Schedule: NO. TYPE FRAME HDWE RATING REMARKS REVISION 208 A HM HS -1 208A B HM HS -2 213 B HM HS -3 btOO7O REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING Di hIginki JPC R H I T E CTS 601108th Ave NEB- Suite 2250 Bellevue, WA 98004 tel [425] 641 -9200, fax f425] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 Description PERMIT ISSUE Registration Keyplan Sheet Title Door Schedule Elevations Details CITY OFi11KIMLA MAR 10 2010 PERMIT CENTER Sheet No. A-M-O. 1 © 2010, JPC Architects, PLLC 7 w 0 0 0 Author. JEREMY PUTMAN 0] Q 0 CC Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:29 AM 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 7' -7" 8' -10" 16" 6' -11" 8' -4" 24" 6' -0" 7' -11" 250S125 (2 -1/2 ") 12" 10' -6 "" 11' -11" 16" 9' -6" 11' -3" 24" 7' -7" 10' -7" 362S125 3 -5/8" 12" 12' -9" 15' -4" 16" 12' -7" 14' -4" 24" 13' -1" 13' -5" 400S125 (4 ") 12" 18' -4" 16' -5" 16" 16' -8" 15' -4" 24" 14' -7" 14' -2" 600S125 (6 ") 12" 25' -5" 22' -1" 16" 23' -1" 19' -9" 24" 20' -2" 16' -9" 30 mils STUDS (20 GA — DRYWALL) . STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 9' -2" 9' -11" 16" 8' -4" 9, -2" 24" 7-3" 8' -3" 250S125 (2 -1/2 ") 12" 12' -9" 13' -2" 16" 11' -7" 12' -1" 24" 10' -1" 10' -9" 362S125 3 -5/8" 12" 16' -6" 17' -1" 16" 15-0" 15-8" 24" 13' -1" 14' -0" 400S125 (4 ") 12" 18' -4" 19' -0" 16" 16' -8" 17-6" 24" 14' -7" 15' -7" 600S125 (6 ") 12" 25' -5" 25' -6" 16" 23' -1" 23' -2" 24" 20' -2" 20' -3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE —note 3 162S125 (1 -5/8 ") 12" 9' -6" 10' -4" 16" 8' -7" 9' -8" 24" 7' -6" 8' -9" 250S125 (2 -1/2 ") 12" 13' -2" 13' -11" 16" 11' -11" 12' -10" 24" 10' -5" 11' -7" 362S125 3 -5/8" 12" 17' -1 " 17' -10" 16" 15' -6" 16' -5" 24" 13' -6" 14' -9" 400S125 (4 ") 12" 18' -11" 19' -11" 16" 17' -3" 18' -4" 24" 15' —O" 16' -5" 600S125 (6 ") 12" 26' -3" 26' -9" 16" 23' -11" 24' -6" 24" 20' -10" 21' -7" NON - BEARING NON - STRUCTURAL LIMITING WALL HEIGHT TABLES NON— BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON— BEARING NON— STRUCTURAL STUD WALLS ONLY. 8. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 9. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANCICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. 7 HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TYPICAL WALL MOLDING ARMSTRONG CEILING CAT. D, E & F ATTACHED BERC2 BY ARMSTRONG CEILING TYPICAL HEAVY DUTY SUSPENDED CEILING GRID SYSTEM BY ARMSTRONG Suspended Ceiling At Perimeter Support Scale: NTS SHIM AS REQ'D BLDG STD HOLLOW METAL DOOR JAMB BOXED STUDS ® WALL TERMINATION SECURITY HEAD FASTENER ® 8" O.C. TYP CONTINUOUS 1/2" BLOCKING z (0 COUNTER SUNK FASTENER 12" O.C. NEW 1/4" TEMPERED GLAZING NEW CLEAR SILICONE SEALANT TO MATCH EXISTING EXISTING SILICONE SEALANT x .- HOLLOW METAL DUTCH DOOR BOXED STUDS ® JAMB 5/8" GWB ALUM ANGLE CLEAR ANODIZED INSTALL CONTINUOUS END BLOCKING BEFORE STUD INSTALLATION EXISTING GLAZING Wall Termination EXISTING SILL BEYOND APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL OUTLET (") WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. 2 -3/4" VERIFY W/ HARDWARE SCHEDULE LIGHT WITCH OR ADA BU ON. DOTTED L E INDICATES LOCATION OF LARGER PLATE QR GANGED SWITCHES, N 1 0w NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: NTS NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' —O" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. CONNECT TO STRUCTURE ABOVE WITH CONCRETE EXPANSION ANCHOR OR APPROVED EQUAL, 200 LB ALLOWABLE CAPACITY. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 FASTEN RUNNERS VIA BERC2 CLIP. REFER TO 127/A —M -0.25. ' TURN IN. \ 3 WITHI � 3" TYP. MAIN RUNNER, ) 6.r HEAVY DUTY 45 'MAX.TYP. / RUNNER ENDS AT OPPOSITE WALLS 2" MAX TYP TO FLOAT FREE CROSS 'T' ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. NOTE NO. 1 VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram Scale: NTS REFER TO ELEVATION 2' -0" U.N.O. P LAM COUNTERTOP AND BACKSPLASH PROVIDE BLOCKING AS REQUIRED 3/4" P —LAM THICK SUPPORT BRACE Base Counter DRAWER TO RECEIVE INSERT EXISTING STRUCTURE CEILING AS SPECIFIED ONE LAYER 5/8" GWB. EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR WITH STEEL NAILS EVERY 12" OC WITH AN EMBED DEPTH OF 1" SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE SYMBOL STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION THICKNESS HICKKNN ESS FIRE RATING COMMENTS A 4" 20 GAUGE 12" O.C. 5 1/4" — _ — 1 I L1C11 _ Full Ht. Partition Scale: 3 " =1' -0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 60° MAX. TYP. Light Fixture Bracing Diagram CROSS TIE RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4' -0" O.C. 45' 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 1' -6 3/4" Scale: NTS r. 2' —O" U.N.O. z 0 I 0 1- w IL w ct NOTE CONI OF DRAWER B PLAM OR SOLID SURFACE BACKSPLASH (REFER TO ELEVATION FOR LOCATION). PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS Tc /ERIFY DIMENSION FABRICATION Base Cabinet w/ Drawers Scale: 1 /2 " =1' -0" BADGE 0 10' ANGLE 1/2" 1/164.—#1/1 6" ROUTS IN 1/2" SOLID MAPLE TO CREATE "SLOTS" TO SLIDE IN BADGES NOTE: LAYOUT BASED ON 2 in WIDE x 3 i" TALL x " THICK BADGE LAYOUT MAY CHANGE DEPENDING ON ACTUAL SIZE OF BADGE BEING USED NEED (1) ACTUAL BADGE FOR FINALIZATION OF DETAILS Drawer Insert Scale: 6 " =1' -0" SLIP TRACK FASTEN TO EXISTING STRUCTURE FULL HEIGHT STUD BEYOND FASTEN TO BOXED STUDS EXISTING STRUCTURE SECURITY BARRIER POST 6' -0" O.C. MAX GALVANIZED SECURITY BARRIER TO MATCH EXISTING CONSTRUCTION WELD PLATE TO SECURITY BARRIER POST BOX STUD HEADER BETWEEN VERTICAL STUDS AT SECURITY BARRIER POST CEILING AS SPECIFIED ONE LAYER 5/8" GWB. EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR WITH STEEL NAILS EVERY 1 2" OC WITH AN EMBED DEPTH OF 1" SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE TYPE YPE STUD SIZE STUD GAUGE STUD SPACING WALL K THICKNESS INSULATION THICKNESS FIRE RATING COMMENTS B 4" 20 GAUGE 12" O.C. 5 1/4" — — — 1 I L1C11 Full Ht. Partition Scale: 3 " =1' -0" PLAM AT ALL EXTERIOR SURFACES TYPICAL r. REFER TO ELEVATION Typical Base Cabinet Scale: 1/2 " =1' -0" 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" PLAM OR SOLID SURFACE BACKSPLASH (REFER TO ELEVATION FOR LOCATION). PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS I NOTE: CONTRACTOR TO VERIFY DIMENSION OF DRAWER BEFORE FABRICATION Drawer Insert 1' -0 11/16" 30 BADGES PER ROW (150 BADGES PER DWR) 1/2" SOLID MAPLE DIVIDERS DRAWER TO RECEIVE THE INSERT ttOO7 d REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2010 City of Tukwila BUILDING flw'cinM 601108th Ave NCB- Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila 5 Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0075 Approvals Revisions No. Date 03.05.10 Description PERMIT ISSUE Keyplan Sheet Title Construction Details � ciaREic°wLA MAR "10 2010 PERMIT CENTER Sheet No. A-M-O.2 © 2010, JPC Architects, PLLC