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Permit D08-437 - FIDELITY INVESTOR CENTER - TENANT IMPROVEMENT
FIDELITY INVESTOR CENTER 304 STRANDER BL D08 -437 City of Tukwila Design Occupant Load: 100 I NG O FICIAL BUILDING 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -437 Occupant /Tenant: FIDELITY INVESTOR CENTER Building Address: 304 STRANDER BL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: BANK/OFFICE Occupancy Group /Division: B Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y ATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 304 STRANDER BL TUKW Suite No: Tenant: Name: FIDELITY INVESTOR CENTER Address: 304 STRANDER BL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: DAVE MCCORMACK Address: 711 ATLANTIC AV , BOSTON MA 02111 Phone: 617 348 -2800 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Phone: 415 - 984 -1248 Contractor License No: SWINEB *992DR DESCRIPTION OF WORK: TENANT IMPROVEMENT (SEE PW08 -117 FOR PUBLIC WORKS APPROVAL OF INFRASTRUCTURE) Value of Construction: $622,000.00 Fees Collected: $8,059.80 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 Citylf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -437 Issue Date: 01/12/2009 Permit Expires On: 07/11/2009 Expiration Date: 12/28/2010 D08 -437 Printed: 01 -12 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. City 1 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 The granting of this p t d es not presume • give a t construction or the p rform ce of work. I - autho Signature: doc: IBC -10/06 to violate Permit Number: D08 - 437 Issue Date: 01/12/2009 Permit Expires On: 07/11/2009 Date: l' u-- - o9 cel the provisions of any other state or local laws regulating tain this development permit. Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -437 Printed: 01 -12 -2009 Parcel No.: 6364200010 Address: Suite No: Tenant: 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 304 STRANDER BL TURIN FIDELITY INVESTOR CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -437 ISSUED 09/12/2008 01/12/2009 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: 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. 7: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 D08 -437 Printed: 01 -12 -2009 following concerns: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: The 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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. (1FC Chapter 10) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with doc: Cond -10/06 D08 -437 Printed: 01 -12 -2009 O 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 the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 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) 29: 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) 30: 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. 31: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 32: U.L. central station supervision is required. (City Ordinance #2050) 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 34: 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) 35: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 36: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 38: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 39: Escutcheon plates used with a recessed or flush -type sprinkler shall be part of a listed sprinlder assembly. (NFPA 13- 6.2.7.2) 40: When the sprinlder riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 41: All exterior components of sprinlder systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WW), and Fire Department connection (FDC). (City Ordinance #2050) 42: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz doc: Cond -10/06 D08 -437 Printed: 01 -12 -2009 e � 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 fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 43: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 44: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 45: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 46: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 47: 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) 48: 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) 49: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 50: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 51: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2051) 52: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 53: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 54: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 55: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 56: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 57: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 58: 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. 59: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doc: Cond -10/06 D08 -437 Printed: 01 -12 -2009 o • 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 60: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 61: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 62: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 63: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 64: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 65: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -437 Printed: 01 -12 -2009 I hereby certify that I have this work will be complied The granting of this permit construction or the perfo Signature: Print Name: doc: Cond -10/06 0 0 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 read these conditions and will comply with them as outlined. All provisions of law and with, whether specified herein or not. does not presume to give authority to violate or cancel the provision of any other work of work D08 -437 Date: i — ) �_ C ordinances governing or local laws regulating Printed: 01 -12 -2009 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /hvww. ci. tukwila. wa. us SITE LOCATION Site Address: 3 S"fRtNDER BL Tenant Name: El DEL.ITY 1 tSN STME ATS Property Owners Name: WEST I EI.,D SouT1ACE ' TE.1k Mailing Address: II601 W1LSb %g.E BLVD 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 ** Name: PAVE Re- CORMACK $1.1 Buit -Oi=ls Company Name: Mailing Address: 2-60t 4TH AVE SUITE. 35 Contact Person: PPTRtc K 1<4 gt`/ E -Mail Address: F1l;TlR.iGK. K R8y e $N5Vli-0EPs . Corj Contractor Registration Number: BNB J1L 910X. Company Name: GE►JS L �� Mailing Address: ONE BEAcorl STR.EE'T CRAM CF A FEE. Building Permit No.._ Mechanical pertnit No. Plumbing/Gas Permit Public Works Permit No: Project No. King Co Assessor's Tax No.: 6 2 Suite Number: Floor: New Tenant: Yes ❑..No LPS q/J6E —ES City Mailing Address: - 71 1 ATLAIPT IC AVE BOSTai l City E -Mail Address: DAVE. MCCortmAC.X. @ S'rRUCTUREr0P4E,.Cbti Number: Expiration Date: (For office use only) CA ate o o2$ Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: ( 318 2800 MA 021ll State Zip (01 3 2801 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 5EATr'LEE WA ef8121 City State Zip Day Telephone: C 382 3443 Fax Number: ( 382 3440 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record 6o,.1 MA 02.108 City State Zip Day Telephone: 6' (.l9 5700 Contact Person: E -Mail Address: Fax Number: ( (oil) toll 510 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City • Contact Person: Day Telephone: E -Mail Address: Fax Number: Q :\ApplicationstForms- Applicanons On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 1 of 6 - Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 6 ' 491e v B B 2nd Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage . Detached Garage ' Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO Valuation of Project (contractor's bid price): $ (int IOC/ Existing Building Valuation: $ (• 1 M Scope of Work (please provide detailed information): F\ TIT IMF oYEM,E.NT Will there be new rack storage? ❑ Yes Will there be a change in use? ❑ Yes TION - 206 - 431 -3670 [�.. 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: 5`7 Compact: ' Handicap: 2 - X No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers X Automatic Fire Alarm El 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 ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Forms- Applications On LineU -2006 - Perm Applicatron.doc Revised: 9 -2006 bh Page 2 of 6 Date Application Accepted: � I I 1 � Date Application Expi �� I � �� Staff Initials: �� I 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 THEWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. RIZED AGENT: BUILDING OWN Signature: Print Name: PATRACK. tRAW Mailing Address: 2400 4nt AVE Q:Wpplications\Forms- Applications On LineU -2006 - Permit Applicanon.doc Revised: 9 -2006 bh City Date: d/ / 08 Day Telephone: 0 6 ) 36z 3113 WA g81Z1 State Zip Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -437 Address: 304 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 09/12/2008 Applicant: FIDELITY INVESTOR CENTER Issue Date: Receipt No.: R09 -00058 Initials: WER User ID: 1655 Payee: DAVID WORLEY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8133 4,886.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $4,886.50 Payment Date: 01/12/2009 02:45 PM Balance: $0.00 4,882.00 4.50 Total: $4,886.50 1375 01/12 9707 TOTAL 4886.50 doc: Receiot -06 Printed: 01 -12 -2009 Parcel No.: 6364200010 Address: 304 STRANDER BL TUB:W Suite No: Applicant: FIDELITY INVESTMENTS Receipt No.: R08 -03243 Payee: BNBUILDERS 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 36444 3,173.30 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 3,173.30 Total: $3,173.30 Permit Number: D08 - 437 Status: PENDING Applied Date: 09/12/2008 Issue Date: Payment Amount: $3,173.30 Initials: JEM Payment Date: 09/12/2008 01:08 PM User ID: 1165 Balance: $4,886.50 72:1 79,'12 r`70? ' CT E 3173,30 doc: Receiot - 06 Printed: 09 -12 -2008 COMMENTS: Type of Inspection: 0 F/ it/ 4 L (.../.) 1S iP 44/4 4 A'T ,fir 11/e r - 24u).-1 /- '',, s 7 R/6 Date Called: ( 1 6 - / i e fi l h t . .5 : t 1 /,71e -!o Ito,' ,,,,,"/ a.m. PP /0-1,Y P,' rfrl ,p, ,/ /z N F9 / Phone No: a6 -W3 :37/7 Project: E / y__T,/ /I'S Li Type of Inspection: 0 F/ it/ 4 L Address: .3o y . 5 - 7 --,24A/Dc 2 Date Called: Special Instructions: Date Wanted: /..5--- 4 C a.m. Requester: Phone No: a6 -W3 :37/7 - 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. a / s 1) $ • 0.0' - EINSPECTION FEE RE IRE D. Prior to inspection, fee must be aid t 6300 Southrcenter9id., uite 100. Call to schedule reinspection. Rer_ ' • t .No.: 'Date: Project / / ('(e(/ / ___T Type of Inspection: P ec -ic.t/i" y2. 4 7-/4v, t - ion: Address: 3dys ?4,0 4 Date Called: Special Instructions: _ Date Waa 3 - v , Requester: Phone No e2 -75,3-37/7 INSPECTION RECORD Retain a copy with permit INS` - ^ "ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D6 -`/3 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 0 REI SPEC ION FE REQUIR D. Prior to inspection, fee must be at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Rec 'pt No.: Date: COMMENTS: - Type of Inspection: ri A/ll/ 2 i sof; /6, — 4,, /,,,,, y Date Called: Special Instructions: Date to / ;;:i S1/s/a4. 41, f /1— 4#4 Requester: Phone No: s _. G b . , — lifi ) ‘"' I--i /444)_ i d . .j.c=lt► /v, fdf( /6S1I 6 f'''- rj > #‘ / X77'S 71 ,Ur # ' //I fA./(s.4.1.. la ,) ' -'. i i,e a•4 /Ile / /l � mi A P / r Word, , 126 rel A/ge•ef d / rt-1 / 7" Project: r/. & Type of Inspection: ri A/ll/ Address: //� 36 Si, ryyvt(�✓ Date Called: Special Instructions: Date to / a 5 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: /34-- !- y37 PERMIT NO. Date; 1e - o`er (206)431 -3670 19 Corrections required prior to approval. $, .00 REINSPECTIOIV FEE R1 QUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:� / r Type of In�4c2 n Ad ess: / JO 9 ST/ 244/heR Date Called: Special Instructions: Date Wanted �y L/' 3 _ � ( : ti 'Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: v /✓ ,D4n/Nf f has -f v 7 fP INSPECTION RECORD Retain a copy with permit 9/( d,/iA' / ( fir?), / /.(d . Date: 'Date: ice& - '37 PERMIT NO. 1 - y, A\ 0 ':61.00 REINSPEC I0N FEE REQUI ED. Pjior to inspection, fee must be d at 6300 Southcenter Blvd., Suit 10 Call to schedule reinspection. 7 � COMMENTS: � Q f G s i 7 7 ■/ , F •e ° , / . , 4- I k!/ C' /B F S /1/& f 4 SS . Gt/ /S`/ AA / h//t7' ON /c/ - 47, #'i1 s d- ae,Mm ■4Ir ,fie / /.t /r5 -/ //Ai WA /7 c A r 1 /Sl' Pr rye/ env Ai f,�vtvS 4 ✓ r� �� Special Instructions: Date Wanted: / 3 I + l (D5 I a.m p.m . Requester: Project: f II c �e 1 I (y t ) 64 Type of pection: vino j ....0 Li 141N 1 A reOH ST [?At.10 -2 Date Called: Special Instructions: Date Wanted: / 3 I + l (D5 I a.m p.m . Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. 'Corrections required prior to approval. 0 REINSPECTION FE REQUIR . Prior to inspection, fee must be )id at 6300 Southcenter B d., Sui - 100. Call to schedule reinspection. Date. /if Date: bO 7 Project: / P / , - 71 � Type Inspection: 'sA Ai' , eer7i v Address: Date Called: . Special Instructions: Date W rated: L� _ ra p.m. Requester: Phone No: J INSPECTION RECORD Retain a copy with permit DON INSP ON N0. PERMIT NO. l / CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3(p7 Approved per applicable codes. Corrections required prior to approval. �O COMMENTS: Inspe // 00r (b ,4,i /E � /L9 .00 REINSPECTION FEE REM 4 ED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., ite 100. Call to schedule reinspection. eipt No.: P . 'Date: • Project: F; ( /c /� / 1 ��v ✓�/eV' Type of Inspection ( 1/s 1 4LI %* Address: - ?0% s T /4NDF,e Date Called: !� Special Instructions: Date Wanted: Requester: ' Phone No: INSPECT I N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit ysn I 6.#k kW:7)0, g ►O Inspector Re eipt No.: Date: PERMIT NO. 8- (206)431 -3670 $ f .00 REINSPECTION FEE R = WIRED. 'rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 1, 0. Call to schedule reinspection. 'Date: Projef4- t — t(�.P 1•14 Type of Inspection: - 1 2 +Aw11IJ (-, V Address: / --1 S-Avvtr.lt..o Date Called: Special Instructions: Date Wanted: 2 - L ‘. — a.m. P.m. Requester: Phone No: 3 +PERM NO. CITY OF TUKWILA BUILDING DIVISION [ k, (206)431 -3 7 INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 171 Approved per applicable codes. Corrections required prior to approval. Z COMMENTS: Inspector: Receip o.: Dat Date: —C' $60.+ I EINSPECTION FE ' EDUIRE '. Prior to inspection, fee must be pai . . 6300 Southcenter 131. d., Suite 1100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit te-1.13- Project: c4 • /' Type of Inspection: w 7/ ' Addre : Date Called: s J Special Instructions: Date Wanted: 2.- Z Gel `pi.mm. Requester: Phone No: INSPECTION RECORD 0 3 0 —Z13 7 Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: PA 14./// - br • )i % A /.. 4, > , .. ����- / 4.14 N � 49 D. 6 (_ ) Le►_I i // 07— / .3 . 4.7 I- r f „O. 33 -s., A/oaf- h1- ,/JZ1, /40,9 Gtr. ((S 4 Inspector: I Date :�� El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: C.•d6/,4 s7-,,, ,., .e,4-5 Type of Inspection: • - "e — P:',14,_/ Address: / 57 ioe - ah vd. Suite #: Contact Person: . Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits Occupancy Type: i7/ INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Fornn.Doc • 1/13/06 INSPECTION_ RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0oz 927 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: Fite — n� l r n.- er Insi jector: w.fJ5 I Date: 9//3/99 Hrs.: $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: ., ;, , 3 Project: r ; -; ._ 1 . bt. . ., ;, , Needs Shift Inspection: Sprinklers: Fire Alarm: , ��` Hood & Duct: / Monitor: Pre-Fire: 1 Permits: / Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila Wa. 98188 206 -575- I '"Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 / PERMIT NUMBERS Corrections required prior to approval. Inspector: Date: I Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 INSPECTION NUMBER 444 Andover Park East, Tukwila Wa. 98188 206 -575- I '"Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 / PERMIT NUMBERS Corrections required prior to approval. Inspector: Date: I Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: ` v F,,,,a/ - 7 - z. • - 0 Lon1ro. ".., 44, reeji les'l r 7 'r - is .^ Contact Person: Special Instructions: Phone No.: \ .5.1 f7 If .tI� - - - - - - - -- r .. / �1 1 ,7 4 /i7fLc 7r O h s &M ,� -�,.,/ " Pre- Fire: „,- Permits: v11s 4r e a 1 !J'4 ` ) , :le /77 arc _ . -6or+ 5 ;40e 3r4ohc. a 4 , 1.—ev em MM-Lj Frr c , f 1 41 . 40 co, rid )e4 5 pg. 0 At GTc sT _ t, 0, 5. F ;« 4144ni 41 gam._ • . C V Ldc,L vice" ale. . Shell r.'._ 4J 9.. e , 41 Project: F w i, 4 744/e0.44444 S Type of Inspection: F,c- 4)4a44 v F,,,,a/ - 7 - z. Address: Sol "PAbidert Suite #.: _. 131wei, Contact Person: Special Instructions: Phone No.: \ Needs Shift Ins pection: • }- 4 Sprinklers: Fire Alarm: \ Mood & .Duct: 7 s-2 z Monitor: 1 ,� -�,.,/ Pre- Fire: „,- Permits: Occupancy Type: J 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .40411 - 4'21 &9 FEZ " PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. [] Corrections required prior to approval. Inspector: S'tv S/,5' • I Date: •y/45/ Hrs.: $80.00 REINSPEC FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection.Record Forrn.Doc 1/13/06 T.F.D. Form F.P. 113 h 6 Da- y. 7 RED SHIELD ROOFING SYSTEM. LIMITED WARRANTY Warranty No: RD084695 • FBPCO #DB1759 Square Footage: 11400 s.f: Building Owner: WESTFIELD CORPORATION Building Identification: FIDELITY INVESTOR'CENTER Building Address 304 STRANDER BLVD, RENTON, WA, 98188 Warranty Period Off' FIFTEEN (15) Years Beginning on: 11/24/08• • Roofing. Contractor: CROW ROOFING & S /M, INC. (04453) • For the warranty period indicated above, Firestone Building Products Company; LLC ("Firestone), an Indiana limited liability company, warrants to the Building. Owner ( "Owner') named above that Firestone will, subject to the Terms Conditions and Limitations set forth below, repair any leak in the Firestone Roofing system ("System') TERMS, CONDI•TIONS AND LIMITATION5 1 products Covered, The System shall mean only the Firestone brand roofing memiiranes; Firestone brand roofing.lnsulations,• Firestone brand-rooTrng. -: metal; and other Firestone brand roofing accessories when installed in accordance with Firestone techm@ l• specfficationsby .a.Firestone-.licensed -.. applicator - - - - - - 2, Notice: In the event any leak should occur in the System, the Owner must, give notice in writing -or by telephone to Firestone within thirty (317) days of any occurrence. of a• leak. Written notice may besent to Firestone at the street address or fax number.shOwn on•the reverse side of this Limited Warranty. Evidence of this notice - shall be the reieipt•by Owner of a Firestone teak Notification By Sa notifying Firestone, the-Owner- authorizes Firestone or Its designee to investigate the cause of the-leak. - - - - - 3` Investiaation...If upon investigation; Firestone determines that the leak is not excluded under - the - Terms;. Conditions. and Limitationsset forth in• this • Red - Shield - Roof ng System Limited Warranty (the "Limited Warranty "); the Owner's sole and exclUSive remedy.and•Firestone's total liability - shall. be • limited•to the repair orthe•leak. Shou(d the-irivestigation reveal-that the leak i5 excluded -under thbTerflrs Conditions and Limitations,. the Owner shall. be responsible for payment of the investigation costs. Failure by Owner to pay for -these costs shall render this.Limtted Warranty null and void. . - Firestone will advise the• Owner of the type and /or extent of repairs•re,;uired to be made at the Owner's expense that will permit this Limited Warranty •td remain in effect for the unexpired-portion of. its term. - Failure.bythe Owner to properly make these repairs - tn.a reasonable manner using a- Firestorte- licensed applicator and within 60 days shall render this Limited Warranty null and void 4: -Disputes.. • Any dispute, controversy or :Claim•between the Owner.and Firestone concerning this Limited Warranty .' shall. be. settled• by mediation.: In the : event that the Owner and Firestone do not resolve the dispute; controversy or claim in mediat on,'the.Owner and Firestone-agree that neither party will - commence or prosecute any swt;:proceeding,.or claim - other than in the courts of Hamilton County in the state of Indiana or the United• States•Distrrcb.: . Court,. Southern District of Indiana, Indianapolis Division. • Each party irrevocably consents to the jurisdiction and venue of.the above - identified courts. . 5. • • ' paytgent Redulred: • Firestone Shall'have.no obligation under this•Limited Warranty unless•and until Firestone and•the.licensed applicator have been • • paid in full for all materials, supplies, Services, approved written change orders, warranty costs and other costs which are Included in or incidental to the System. In the event that repairs riot covered by this Limited. Warranty are necessary in the future, Firestone reserves the right to. suspend this • Limited Warranty until such repairs have been completed and the licensed applicator-and /or Firestone has been paid in •full for•such repairs. • • E,xt usions: FireStone shall - have no obligation under thiS: Limited Warranty, or any other liability, -now or in the future if a -leak•Or damage is caused by :(a} Natural. forces,. disasters; -or acts of God including but not limited to winds in excess of 55 MPH fires, hurrlcanes, tornadoes, hail, wind-blown debris, lightning, earthquakes, volcanic activity, atomic radiation, Insects.or animals; (b) Any act(s) conduct or omissions) by any person, or act(s) of war; • terrorism en-vandalism, which damage -the System or which impair the System's ability to resist leaks, (c) F ailure by the Owner to use reasonable care • in maintaining the System, Said maintenance. to include, but not t' limited to those items listed on the reverse side of this Limited Warranty titled "Building Envelope Care and Maintenance Guide "; (d) Deterioration or failure of building components; including; but not limited to the -roof substrate, walls; mortar; HVAC units; etc.; (e) Condensation or infiltration_in,.through; or. around the. walls,. copings, •rgoftpp,.hardwareor equipment, building -• • . • . structure or Underlying or surrounding materials; (f) Any acid, .00, harmful chemical, chemical or physical reaction and the like which comes in contact with the System, which damages the System, or which. impairs the System's •ability to resist leaks; (g) Alterations or repairs . to - fheSystern that are.not completed in accordance with our pubiished•speclflcations, not•Compteted -by licenSed contractor, .and /or where current nbtificatron- procedures.were not followed, -(h) The architecture, engineering, construction, or design- of.the roof, roofinq.system,.or building. Firestone does not undertake any analysis of the_ architecture.or engineering- requiredto - evaluate -what type of roof system is appropriate; (r) A change in building use purpose; • U) Deterioration to metal roofing materials and accessories Caused by marine salt water atmosphere or by regular . spray of either salt or fresh water. or (k) Failure to give proper notice as set forth in paragraph 2(a) above. 6. Transfer This Limited- Warranty shall• be transferable sit ect to Owner's payment of the current transfer fee Set by Firestone. 7.• Term, The term of this Limited. Warranty shall be for the period set forth above and such term Shall not be extended•under any circumstances: - 8.. :. Roof Access During the of this Limited Warranty; PitestOne's designated repreSentative or employees'Shall have free access tO -the roof during • regular business.hours:.-In the event that roof access is limited due to security or other restrictions; Owner shall reimburse firestone for, all. reasonable - toSt incurred during inspection and /or repair of the System that are due tO delays associated with said:restricttons Owner shall be responsible for the damage caused by removal and replacement of any overburdens; superstrata or overlays, either temPorary, excluding accepted stone ballast or pavers, as necessary to expose the system For inspection and /or repair. R. Waiter Firestone's failure to enforce any, of the terms or-conditions stated herein shall not be construed as. a waiver of Such prbvisibn of of any.pther. . terms and conditions of this Limited Warranty. Governing Law. This Limited. Warranty Shalt be governed by . and construed In'accordance with. the laws of the State of Indiana .withoUt regard to than States rules on Conflict Of laws. 11. 5everabilitti. - -If any portion of this Limited Warranty is held by a court of competent jurisdiction to -be invalid, -void or unenforceable the remaining .• provisions shall :nevertheless continue in full forte. FIRESTONE DOES NOT WARRANT PRODUCTS• INCORPORATED OR UTiLIZED INTHIS INSTALLATION THAT WERE NOT•FURNiSHED BY. FIRESTONE: - • FIRESTONE SPECiFICALI.Y DISCLAIMS LIABILITY •UNDER ANY THEORY OF. LAW ARISiNG.OUT'OF THE INSTALLATION OF,•PERFORMANCE OF OR DAMAGES SUSTAINED BY OR CAUSED 13Y, •PRObUCTS NOT FURNISHED BY FIRESTONE. THIS LIMITED WARRANTY SUPERSEDES AND IS IN LIEU QF ALL OTHER WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR • PURPOSE,: AND. FIRESTONE' HEREBY.OISCLAIMS ALL L' SUCH WARRANTIES..THIS•LIMITED WARRANTY SHALL BE THE OWNER'S SOLE AND EXCLIJSIVE REMEDY AGAINST •FIRESTONE, AND FIRESTONE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR OTHER DAMAGES. - INCLUDING, BUT NOT LIMITED TO LOSS OF PROFITS OR DAMAGES TO THE BUILDING OR ITS CONTENTS OR THE ROOF DECK: THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR Mobitmo IN ANY WAY. EXCEPT -IN WRITING SIGNED BY AN AUTHORIZED - OFFICER O.F. FIRESTONE. NO.' OTHER PERSON HAS ANY AUTHORITY TO BIND - WITH ANY REPRESENTATION OR WARRANTY WHETHER ORAL OR WRITTEN. FIRESTONE BUILDING PRODUCTS COMPANY, LLC By: John R. Geary '. • Authorized Signature: Title:VP of Quality, Technology & Product Deireloptnent 0409D7 BUILDING ENVELOPE CARE AND MAINTENANCE GUIDE (For Red Shield Warranted Roofing Systems) Congratulations on your purchase of a Firestone Roofing System! Your roof Is a valuable asset that should be properly maintained. All roofs and roofing systems require periodic inspection and maintenance to perform as designed and to keep your Limited Warranty in full force and effect. 1. The roof should be Inspected at least twice yearly and after any severe storms. A record of all Inspection and maintenance activities should be maintained, including a listing of the date and time of each activity as well as the identification of the parties performing the activity. Z. Proper maintenance and good roofing practice require that ponded water (defined as water standing on the roof forty - eight hours after It stops raining) not be allowed on the roof. Roofs should have slope to drain, and all drain areas must remain clean. Bag and remove all debris from the roof since such debris can be quickly swept Into drains by rain. This will allow for proper water run -off and avoid overloading the roof. 3. The Firestone Roofing System should not be exposed to acids, solvents, greases, oil, fats, chemicals and the like. If the Firestone Roofing System is in contact with any such materials, these contaminants should be removed Immediately and any damaged areas should be Inspected by a Firestone Licensed Applicator and repaired if necessary. 4. The Firestone Roofing System is designed to be a waterproofing membrane and not a traffic surface. Roof traffic other than periodic traffic to maintain rooftop equipment and conduct periodic inspections should be prohibited. In any areas where periodic roof traffic may be required to service rooftop equipment or to facilitate inspection of the roof, protective walkways should be Installed by a Firestone Licensed Applicator as needed to protect the roof surface from damage. 5. Some Firestone roofing membranes require maintenance of the surface of the membrane: a. Smooth - surfaced Firestone APP membranes should be coated with an approved liquid coating, such as Firestone Aluminum Roof Coating or Firestone AcryliTop applied in accordance with Firestone specifications, in order to maximize the service life of the membrane. If this coating Is not applied as part of the initial roofing installation, it should be applied within the first five years after the roof is installed to help protect the membrane from surface crazing and cracking. In addition, this coating should be maintained as needed to re -coat any areas that have blistered, peeled or worn through. b. Granule- surfaced Firestone APP and SBS membranes do not normally require surface maintenance other than periodic Inspection for contaminants, cuts or punctures. If areas of granular loss are discovered during inspection, these areas should be coated with Firestone AcryliTop or other Firestone- approved coating applied in accordance with Firestone specifications. c. Gravel- surfaced Firestone BUR membranes do not normally require surface maintenance other than periodic inspection for contaminants or damage. If areas of gravel loss are discovered during Inspection, gravel must be reinstalled into hot asphalt to protect the surface of the membrane. Coatings on smooth surface BUR membranes must be maintained as needed to re -coat any areas that have blistered, peeled or worn through. d. Firestone EPDM and TPO roofing membranes do not normally require surface maintenance other than periodic inspection for contaminants, cuts or punctures. Occasionally, approved liquid roof coatings, such as Firestone AcryliTop, are applied to the surface of EPDM membranes in order to provide a lighter surface color. Such coatings do not need to be maintained to assure the performance of the underlying EPDM roof membrane, but some maintenance and re- coating may be necessary In order to maintain a uniform surface appearance. e. Firestone Una -Clad metal roofing Danels and trim do not normally require surface maintenance other than periodic Inspection for contaminants or damage. In addition, periodic cleaning of the surface may be required to remove dirt and maintain the aesthetic appearance of the coated metal. Simple washing with plain water using hoses or pressure spray equipment is usually adequate. If cleaning with agents other than water is contemplated, several precautions should be observed: (1) do not use wire brushes, abrasives, or similar cleaning tools which will mechanically abrade the coating surface, and (2) cleaning agents should be tested in an Inconspicuous area before use on a large scale. 6. All metal work, including counter- fiashings, drains, skylights, equipment curbs and supports, and other Firestone brand rooftop accessories must be properly maintained at all times. Particular attention should be paid to sealants at joints In metal work and flashings. If cracking or shrinkage is observed, the joint sealant should be removed and replaced with new sealant. 7. Any alterations to the roof, Including but not limited to roof curbs, pipe penetrations, roof - mounted accessories, and tie -ins to building additions must be performed by a licensed Firestone Licensed Applicator and reported to Firestone. Additional information and reporting forms for roof alterations are available at www.firestonebpco.com. 9. Should you experience a leak: (a) Check for the obvious: clogged roof drains, loose counterfiashings, broken skylights, open grills or vents, broken water pipes. (b) Note conditions resulting In leakage. Heavy or light rain, wind direction, temperature and time of day that the leak occurs are all- Important clues to tracing roof leaks. Note whether the leak stops shortly after each rain or continues to drip until the roof is dry. If you are prepared with the facts, the diagnosis and repair of the leak can proceed more rapidly. (c) Contact Firestone Warranty Claims at 1- 800- 830 -5612 as soon as possible...but please don't call until you are reasonably sure that the Firestone Roofing System is the cause of the leak. Firestone feels that the preceding requirements will assist you, the building owner, in maintaining a watertight roof for many years. Your roof is an investment, and maintenance is essential to maximize your return on this important investment. BUILDING PRODUCTS NOBODY COVERS YOU BETTER .® 310 East 96 Street — Indianapolis, IN 46240 1- 800 - 428 -4442 * 1- 317- 575 - 7000 * FAX 1- 317- 575 -7100 www.firestonebp.com CROW ROOFING & SHEET METAL, INC. 9500 Aurora Avenue N, Seattle, WA 98103 -3219 PH 206 - 525 -5155 FAX 206 - 525 -5169 info @crowroofing.com ROOFING WARRANTY CROW ROOFING & SHEET METAL has completed application of the following roof: Owner: Type and Name of Building: Fidelity Investor Center Location: 304 Strander Blvd, Tukwila Type of Roofing: 11,400 Square Feet of Firestone TPO roofing Guarantee Period: Two Years Date of Completion: 11/24/2008 Date Guarantee Expires: 11/24/2010 12:00:00 A.M. Whereas, at the inception of such work Crow Roofing & Sheet Metal, Inc., agreed to guarantee the aforesaid roof against faulty workmanship for a limited period and subject to the condition herein set forth. Now therefore, Crow Roofing Guarantees that during the period of years from the date of completion of aforesaid roof, they will, at their own cost and expense, make or cause to be made such repairs to said roof resulting solely from faults or defects in workmanship applied by them, as the contractor, as may be necessary to maintain the said roof in watertight condition. This guarantee is made subject the following conditions: a. This guarantee does not cover damages caused by lightning, windstorm, hailstorm, or other unusual phenomena of the elements; foundation settlement; failure or cracking of roof deck; faulty building design or construction, inferior ventilation, defects or failure of material used as a roof deck; defects or failure of material as a roof base over which the roof, chimneys, skylights, vents or other parts of the building are supported; or fire. If the roof is damaged by any of the foregoing, this guarantee shall thereupon become null and void for the balance of the guarantee period unless such damage be repaired by the contractor at the expense of the party requesting such repairs. This guarantee also does not cover required roof maintenance (i.e. leaks originating from plugged roof drains, inadequate pitch pocket filler, or inadequacies of rooftop equipment.) b. No work shall be done on said roof, including but without limitation to, openings made for flues, vents, drains, sign braces or other equipment fastened to or set on said roof, unless the contractor shall be first notified and be given the opportunity to make necessary roofing application recommendations with respect thereto, and such recommendations are complied with. Failure to observe this condition shall render this guarantee null and void. The contractor shall be paid for time and material expended in making recommendations or repairs occasioned by the work of others on said roof. c. This guarantee shall not become effective unless and until the Contractor has been paid in full for said roof in accordance with the agreement pursuant to which said roof was applied. d. Notice of Claim: Any claim hereunder shall be deemed waived unless the Owner shall have given the contractor written notice thereof within thirty days following the discovery thereof. e. Limitation of Liability: The guarantee is issued in lieu of all other statements or warranties, expressed or implied, including the warranty of Merchantability and all other obligations and liabilities on the part of Crow Roofing. In no event shall Crow Roofing be liable for any consequential damages to the building or its contents. Signed, Sealed and Dated as of this 14th Day of April, 2009 CROW ROOFING & SHEET METAL, INC. BY: , " J �Q/.e<0.— • ar . yn L. Vares, President CROW ROOFING & SHEET METAL, INC. 9500 Aurora Avenue N, Seattle, WA 98103 -3219 PH 206 - 525 -5155 FAX 206- 525 -5169 info @crowroofing.corn April 14, 2009 To Whom it May Concern: We have enclosed our roofing warranty for work performed at: Commercial Building, 304 Strander Blvd, Tukwila Please keep your warranty in a safe location In the event roof leakage occurs, call our office at (206) 525 -5155. Our office is open from 7 to 4, Monday through Friday. We have emergency service available throughout fall, winter, and spring months, on Saturdays and Sundays between 8:00and 3:00. Simply call the office and retrieve the current on -call telephone number from our answering machine. Adding roof top equipment or penetrations? Please call Crow Roofing prior to adding any roof top equipment or other roof penetrations. Failure to do so may void your warranty. Roofing systems require periodic inspection and maintenance in order to perform as advertised. The objective of proper roof installation and maintenance is to have leak -tight roofs and reduce the life -cycle cost. If you install a new roof and do not inspect and maintain the roof, it will usually be leaking after a couple of freeze -thaw cycles and you will be reroofing at about half the expected life of the roofing system. Following are some suggestions on how the building owner can maintain a leak -tight roof: Provide adequate funds. The old "pay me now or pay me later" adage holds true for installation of maintainable roofing systems. The owner must commit adequate funds to provide for proper design and installation, and to buy the manufacturer's best quality roofing system. Commit to performing semi -annual inspections with follow -up maintenance action or funding the maintenance. Missed maintenance can lead to premature roof failures. Proper maintenance helps extend the life of any roofing system. The National Roofing Contractor's Association Roofing Warranty: Owner's Manual Page 2 and Crow Roofing both recommend semi - annual roof inspections, to include: • Keep foot traffic to an absolute minimum. • Keep drainage system free of debris. ▪ Tighten plumbers' drain bolts as may be required. (Note that movement in buildings, which is not covered under warranty, generally leads to drain bolts backing out of plumbers' type drains.) • Properly maintain rooftop equipment (i.e. turbines, vents, chimneys, air conditioning system units and /or ductwork, exhaust vents, etc.). • Properly maintain caulk joints on metal flashings. ▪ Properly fill pitch pockets as needed to maintain watertight integrity of roofing system. • Periodically coat or recoat the all smooth surface built -up roofs or modified bitumen roof surfaces to replenish oils depleted by the sun's rays. ▪ As roofing systems age, additional maintenance is required, including checking roof flashings on penetrations and perimeters and repairing as necessary. Note: Roof leaks due to plugged roof drains are not covered in your warranty Crow Roofing would like the opportunity to set up a roof maintenance program on your building. Enclosed is a letter providing information about this service. Thank you again for choosing Crow Roofing & Sheet Metal, Inc. as your roofing contractor. Sincerely, CROW ROOFING & SHEET METAL, INC. Chey Simonton For Carolyn Vares, President Perform semi - annual inspections (for damage from vandalism and /or other contractors), with follow -up maintenance as required. April 14, 2009 CROW ROOFING & SHEET METAL, INC. 9500 Aurora Avenue N, Seattle, WA 98103 -3219 PH 206 - 525 -5155 FAX 206 - 525 -5169 info @crowroofing.corn To Whom It May Concern: RE: Maintenance Program: Commercial Building, 304 Strander Blvd, Tukwila Thank you for the opportunity to provide information about our maintenance program. For most buildings, we recommend semi - annual roof maintenance, as follows: In late spring and late fall or early winter after leaves have fallen (as weather permits); inspect and clean roof, gutters /downspouts and drains, tighten drain bolts, inspect roof surfaces and perform minor roof repairs as required. Major repairs would be pre- authorized prior to completion. This work is performed on a time and material basis. Current rates are $ 100.00 per hour. We will be happy to modify or limit the scope with your written instruction. This service carries no warranty against leakage, however as a Maintenance Contract Preferred Customer, you will receive priority response for emergency roof leak service. Maintenance is usually scheduled on an April/November or May /December cycle; however this is not a hard and fast rule. Buildings with greater surrounding trees and /or vegetation may require additional service. Please let us know if additional service is needed. If you need notice prior to scheduling, please indicate below as well as the months of service you prefer. Please sign and return one copy of this maintenance contract as authorization to proceed. Please do not hesitate to call if you have any questions. Sincerely, CROW ROOFING & SHEET METAL, INC. Chey SinSonton For Carolyn Vares Accepted: Contact Person: Contact Phone: Scope changes, if any: April May June October November December Project Info Project Address Fidelity Investments - Seattle Branch Date 7/2/2008 304 Strander Blvd. For Building Department Use Takwila, WA Applicant Name: RDK Engineers Applicant Address: 7o Fargo Street, Suite 800 Boston, MA Applicant Phone: 617 - 345 -9885 Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form t t YSi:'J Y::A Revised July 2007 RECEIVED CITY OF TUKWILA SEP. 12 "/H08 PERMIT CENTER 1)07-tig•4- Lighting Motor and Transformer Permit Plans Checklist LTG-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Fidelity Investments - Seattle Branch Date 7/2/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E02.01 yes 1513.2 Area controls Maximum limit per switch E02.01 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location E02.01 yes (b) photocell. Indicate location E02.01 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E02.01 yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E02.01 yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E02.01 EXIT SIGNS (Section 1514) yes I 1514 (Max. watts 'Indicate watts for each exit sign 1E01.01 1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Project Info Project Address Fidelity Investments - Seattle Branch Date 7/2/2008 304 Strander Blvd. For Building Department Use Takwila, WA Applicant Name: RDK Engineers Applicant Address: 70 Fargo Street, Suite 800 Boston, MA Applicant Phone: 617- 345 -9885 Project Description Plans Included requirements. ' New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive () Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft Allowed x Area 1st floor Office 1.00 5350.0 5350.0 1st floor Offices Under 250sgft wi/ Full Height Partition 1.10 1850.0 2035.0 - -- (Office 104, 105, 106, 107 ,117,118,119,120,123,124,125, 17 - -- 126,127,128,129) 4 20.0 80.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 7385.0 Location (floor /room no) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Elec. Closet G1 - Wraparound - Exempt - 1512.1 (5) Elec /Mach Equip. 1 Lobby C /C1- Open Downlight 16 35.0 560.0 Lobby F - Cove - Exempt - 1512.2 (5) Non- Retail Display Ligh 17 Transaction H - Downlight 4 20.0 80.0 Transaction M - Wall washer 2 20.0 40.0 Transaction K - Strip 5 32.0 160.0 Offices A - 2'x2' Recessed Direct /Indirect 34 71.0 2414.0 Operations A /Al - 2'x2' Recessed Direct /Indirect 9 71.0 639.0 Operations J - Undercabinet - Exempt - 11512.2 (3) Furniture Ligh 8 Break A - 2'x2' Recessed Direct /Indirect 2 71.0 142.0 Break J - Undercabinet - Exempt - 11512.2 (3) Furniture Ligh 3 Conference P - Decorative Downlight 16 28.0 448.0 Corridors C /Cl - Downlight 15 35.0 525.0 Corridors F - Cove 15 54.0 810.0 Corridors G - Wraparound 2 62.0 124.0 Restrooms C /C1 - Downlight 10 35.0 350.0 Restrooms K - Strip 8 32.0 256.0 Lan G1 - Wraparound 1 62.0 62.0 Utility G1 - Wraparound - Exempt - 1512.1 (5) Elec /Mech Equip. 2 Janitor G2 - 2' Wraparound 1 36.0 36.0 Distribution Rm. G2 - 2' Wraparound - Exempt - 1512.1 (5) Elec /Mech Equ 1 Transaction C /Cl- Open Downlight 1 35.0 35.0 Support A - 2'x2' Recessed Direct /Indirect 4 71.0 284.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 6965.0 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies Police and fire stations 1.0 1.0 Courthouse 1.2 Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: ° W arehouses, storage areas or aircraft storage hangers °Other Qualification Checklist Lighting - Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and Fixtures: fixture answer is checked, the number of (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector fixtures in the space is not limited by Code. 1521) or louvers, c) 5 -60 watt T -1, T - T T - T - lamps, and d) hard - wired elec- Clearly indicate these spaces on plans. If tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. not qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MR lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (b LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Licihtinci Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Proj Addres Fidelity Investments - Seattle Branch Date 7 /2/2008 304 Strander Blvd. For Building Department Use Takwila, WA Name: RDE Engineers Appl. Name 70 Fargo Street, Suite 800 Boston, MA Appl. Phone 617- 345 -9885 Project Description Plans Included requirements. .1 New ] Addition ] Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ® Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) _ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ] Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Canopies and Overhangs Front Entrance 1.25 W /ft2 350.0 437.5 Canopies and Overhangs Rear Entrance 1.25 W /ft2 18.0 22 .5 Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Front 6" Downlight 4 65.0 260.0 Rear 6" Downlight 1 65.0 65.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Front 6" Downlight 4 65.0 260.0 Rear 6" Downlight 1 65.0 65.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Xterior Lighting Summary ,LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage Non - Tradable Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category Revised July 2007 Total Allowed Watts 460.0 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts 325.0 eshield January 12, 2009 Mr. Bob Benedicto City of Tukwila - Building Department 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Dear Bob, This letter is to confirm that Westfield and Swinerton Builders will proceed with the construction of all of the tenant improvements until the first inspection required by the City. If the shell and core does not receive a Certificate of Completion by the first required inspection, Westfield and Swinerton Builders will stop all work, Please feel free to contact me at 206- 802 -6010 with any questions or concerns. Sincerely, Richard Chung Cc: Patrick Burns, Westfield Construction Josh Kimmel, Westfield Tenant Coordination David Worley, Swinerton Builders Wes$ieId, LLG 633 Southcenter Mall Trailer #2 Seattle, WA 98188 T 206:802:6010 F 206:246:7043 ACTIVITY NUMBER: D08 - 437 DATE: 09 - - PROJECT NAME: FIDELITY INVESTMENTS SITE ADDRESS: 304 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kivi 014 Buil.ing uivision IDKVIA 14 46- I L 06 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 0 PERMIT COORD COPY a PLAN REVIEW /ROUTING SLIP 611 Awe) Fire Prevention Structural Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: n Permit Coordinator DUE DATE: 09-16-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 10-14-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: AiM (kib k& l Planning Division Not Applicable n Permit Center'Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date GILLETE, JAMES R CHIEF EXECUTIVE OFFICER 03/19/2001 BRINKHOFF, RANDALL DEAN CHIEF FINANCIAL OFFICER 08/05/2005 SUNDGREN, DONALD ERIC PRESIDENT 08/05/2005 CHAPMAN, JOHN BRYAN SECRETARY 08/05/2005 GRAY, LYN M SECRETARY 12/15/2002 MOY, RODNEY R SECRETARY 01/07/2003 HADLER, STANISLAW WACLAW VICE PRESIDENT 08/05/2005 RE, MICHAEL VICE PRESIDENT 01/01/1988 VANDERBERG, ROBERT P VICE PRESIDENT 01/11/2000 BLANKE, EDWARD E VICE PRESIDENT 01/11/2000 MARKS, GORDON W VICE PRESIDENT 03/19/2001 ARGILLA, LUKE P VICE PRESIDENT 05/30/1991 KUFFNER, CHARLES P VICE PRESIDENT 09/05/1996 EHARA, GEORGE S VICE PRESIDENT 08/05/2005 MONTOYA, RONALD ANTHONY VICE PRESIDENT 08/05/2005 SCHOWALTER, LINDA G CHIEF FINANCIAL OFFICER 04/12/2000 08/05/2005 CATEL, MARKS SECRETARY 09/21/1999 08/05/2005 SCHNELL, KEITH T VICE PRESIDENT 10/10/2000 08/05/2005 HOOPES, JEFFREY C VICE PRESIDENT 06/12/1996 08/05/2005 Untitled Page 0 General /Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company SWINERTON BUILDERS 4159841248 260 TOWNSEND ST SAN FRANCISCO CA 941071790 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 409013296 ACTIVE SWINEB *992DR CONSTRUCTION CONTRACTOR 3/19/2001 12/28/2010 BUDBACI990DN SWINTB0997JT GENERAL UNUSED Business Owner Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License = SWINEB * 992DR • Page 1 of 4 01/12/2009 Fi IIVVESTIV1 E N T S elity Investor enter SOUTH SEATTLE B NCH 304 STRANDER BLVD. SEATTLE, WA 98188 Client: Fidelity Investments Fidelity Corporate Real Estate Mailzone V1B 245 Summer Street Boston, MA 02210 Architect: Gensler One Beacon Street Third Floor Boston MA 02108 617.619.5700 Construction Manager: StructureTone Inc. 711 Atlantic Avenue Boston, MA 02111 -2809 617.348.2800 Plumbing, Fire Protection, HVAC, and Electrical Engineer: RDK Engineers 70 Fargo, Suite 800 Boston, MA 02210 617.345.9885 Tel/Data & A/V Consultant: CCR Pyramid 460 Totten Pond Road, Suite 720 Waltham, MA 02451 781.547.7400 SEPARATE PERMIT REQUIRED FOR: e echanical Electrical IV iumbing Gas Piping City of Tukwila BUILDING DIVISION By Date: Issue For Construction July 02, 2008 FE LE , Permit No. Mar review approval is subject to CZTOM rd om!3wion 5. F`•p proval of construction documents does not authorize the violation of any adopted code or ore . Receipt of approved Fie + opy and condt ► • act Aowielged: City of Tukwila BUILDING DiViSlON REVISIONS No changes shalt be made tooth of pe of work without prior approval Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA SEP 1`2 2008 PERMIT CENTER VOgliq-1% EGRESS PLAN VICINITY MAP LOCATION MAP PROJECT BUILDING ADDRESS: OCCUPANCY TYPE: CONSTRUCTION TYPE: TENANT AREA: APPLICABLE CODES: OCCUPANT LOAD: OFFICE: CONFERENCE: EXITS REQUIRED: 2 EXITS PROVIDED: 2 EGRESS WIDTH PROVIDED: SPRINKLED YES MAX. TRAVEL DISTANCE: 300' 'desFtte3 aufieeri EGRESS NOTES EGRESS ANALYSIS - NEW TENANT SPACE OCCUPANCY USE GROUP B CONSTRUCTION TYPE: V B USABLE AREA: 6910 S.F. PROJECT INFORMATION FIDELITY INVESTOR CENTER 304 STRANDER BLVD. SEATTLE, WA 98188 B VB 6,910 S.F. BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE PLUMBING CODE: 2006 INTERNATIONAL PLUMBING CODE MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE FIRE CODE: 2006 INTERNATIONAL FIRE CODE ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE HANDICAP CODE: 2006 INTERNATIONAL BUILDING CODE ELECTRICAL CODE: 2006 WASHINGTON STATE ELECTRIC CODE WASHINGTON STATE AMENDMENTS TO 2006 IBC 6,370 S.F. AT 1/100 = 64 540 S.F. AT 1/15 34" AT FRONT ENTRY 34" AT SIDE ENTRY 68" TOTAL TOTAL = 100 DRAWING INDEX ARCHITECTURAL A00.00 DRAWING INDEX, VICINITY MAP, LOCATION MAP Sc PROJECT INFORMATION A00.01 GRAPHIC SYMBOLS A00.10 GENERAL NOTES A00.30 DOOR SCHEDULE A00.31 FINISH SCHEDULE A02.01 CONSTRUCTION PLAN FIRST FLOOR A02.01a LIGHT COVE PLAN FIRST FLOOR A03.01 POWER & COMMUNICATION PLAN FIRST FLOOR A04.01 REFLECTED CEILING PLAN FIRST FLOOR A05.01 FINISH PLAN FIRST FLOOR A06.01 FURNITURE FIRST FLOOR A07.01 INTERIOR WALL SECTIONS A07.02 EXTERIOR WALL SECTIONS A07.03 EXTERIOR WALL SECTIONS A07.04 EXTERIOR WALL SECTIONS A08.01 ENLARGED PLAN A08.02 TOILET ROOM ELEVATIONS A11.01 INTERIOR ELEVATIONS A11.02 INTERIOR ELEVATIONS Al2.10 PARTITION DETAILS Al2.20 FLOOR, BASE, AND TRANSITION DETAILS Al2.30 TYPICAL CEILING DETAILS Al2.30a CEILING DETAILS Al2.40 TRANSACTION COUNTER DETAILS Al2.40a MILLWORK AND MISCELLANEOUS DETAILS Al2.41 CREDENZA MILLWORK DETAILS Al2.42 MILLWORK DETAILS Al2.43 AV CABINET MILLWORK DETAILS AUDIO / VISUAL AVO1 AUDIO VISUAL PLAN AVO2 AUDIO VISUAL DETAIL PLAN COM01 COMMUNICATION OUTLETS PLAN SECO1 SECURITY PLAN FIRE PROTECTION FP01.01 FIRE PROTECTION LEGEND, DETAILS, AND SPECIFICATIONS FP02.01 FIRE PROTECTION FLOOR PLAN PLUMBING P01.01 PLUMBING LEGEND, DETAILS, SCHEDULES AND SPECIFICATIONS P02.01 PLUMBING FLOOR PLAN HVAC H01.01 HVAC LEGEND, NOTES AND ABBREVIATION H02.01 HVAC FIRST FLOOR PLAN H06.01 HVAC SCHEDULES City Of Tukwila H07.01 HVAC DETAILS B ILD NC DIVISION H08.01 HVAC SCHEDULES H09.01 HVAC SPECIFICATIONS AND NOTES ELECTRICAL E01.01 ELECTRICAL LEGENDS, NOTES AND ABBREVIATIONS E02.01 ELECTRICAL LIGHTING PLAN FIRST FLOOR E03.01 ELECTRICAL POWER PLAN FIRST FLOOR E04.01 ELECTRICAL FIRE ALARM PLAN FIRST FLOOR E08.01 ELECTRICAL DETAILS E09.01 ELECTRICAL SCHEDULES AND RISER DIAGRAM E10.01 ELECTRICAL SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 4 2008 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I Seal/Signature A00.00 ©2008 Gensler Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION CIT OF TUKWI A SFP, l'2 2008 PERMIT CENTER I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A00 -00 I Description INDEX, VICINITY MAP, LOCATION MAP, AND PROJECT INFORMATION One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 I Project Name Fidelity Investor Center - SOUTH SEATTLE BRANCH (TRAVEL DISTANCE 138' 0 CD ®II TRAVEL DISTANCE 99' I LI : - -- TRAVEL DISTANCE' 85' TYPICAL ACCESIBILITY INFORMATION INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE KNEE CLEARANCE 8" MIN 1' -5" MIN. DEPTH 1' -5" MIN. r CLEAR FLOOR SPACE SINK OR VANITY SCALE: NOT TO SCALE EQUIPMENT PERMITTED IN SHADED AREA CNI 0 1' -7" yAX. 4' -0" MIN. KNEE CLEARANCE 8n MIN 4' -0" MIN. SCALE: NOT TO SCALE 2 THRESHOLDS 0 MIRROR L) N X d- MAX TOE CLEARANCE —5" TO 1' -7" fi 0) CN MAX TOE CLEARANCE CLEAR FLOOR SPACE u 1 2'_O» MAX. " TO 1' -7" ■,. • ,r, 10" 2' -6" N 2' -8" MIN. r DRINKING FOUNTAIN R RANGES 1 SCALE NOT TO SCALE SCALE: NOT TO SCALE r Ci 4 , 3 -0" MIN. 7 PROTRUDING OBJECTS SCALE: NOT TO SCALE NOTE: X = 1 -0" IF DOOR HAS BOTH A CLOSER AND A LATCH NOTE: X =3' -0" MIN. IF Y= 5-0 "; X= 3' -6" MIN. IF Y= 4' -6 ". NOTE: Y= 4' -0" MIN.; Y =4' -6" MIN. IF DOOR HAS A CLOSER 4' -6" , ' ' NOTE: Y= 3' -6" MIN.; Y =4' -0" MIN. IF DOOR HAS A CLOSER NOTE: Y= 3' -6" MIN., Y =4' -0" MIN. IF DOOR HAS A CLOSER CLEAR WIDTH ANY MOUNT cN CLEARANCES 2 SCALE: NOT TO SCALE GRAPHIC SYMBOLS (CONY.) ELEVATION INDICATIONS SECTION INDICATIONS = 1 1T[= T= 1jI 000 000 00( Q (mo ('P • 44.4 d • =IL WV" `WWII ! ∎;.•I ......... ... . . ...11. .11 .... ..15.....11. IIIIIIIIIIIIIIIIIIIIIIII • !!.!. !.!.!11!11!.!.!. • REFLECTED CEILING r — � L — J X > _ I X" X' —X" (:* IMI GB STONE BRICK /CONCRETE BLOCK FINISHED WOOD GLASS SAND OR GROUT EARTH OR NATURAL GROUND POROUS FILL (GRAVEL) STONE CONCRETE BRICK CONCRETE MASONRY UNIT METAL NON— FERROUS ALUMINUM PLYWOOD WOOD (FINISH) WOOD (CONTINUOUS) WOOD (BLOCKING) INTERRUPTED MEMBER INSULATION (LOOSE OR BATT) INSULATION (RIGID) GLASS (LARGE SCALE) GYPSUM BOARD PLASTER WITH LATH ACOUSTICAL TILE CARPET FABRIC WRAPPED PANEL ACOUSTICAL CEILING AND GRID MAIN RUNNER FLUORESCENT LIGHT FIXTURE NIGHT LIGHT /24 HR. CIRCUIT EXISTING TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE CEILING HEIGHT CHANGE DIMENSION OF CEILING ABOVE FINISH FLOOR CEILING FINISH CEILING MOUNTED EXIT SIGN, SHOWS QUANTITY OF FACE(S) AND DIRECTION OF ARROW(S) RECESSED DOWNLIGHT ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING MONOPOINT LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE EXHAUST FAN (SEE HVAC DWGS.) SMOKE DETECTOR (SEE ELECTRICAL DWGS.) FIRE SPRINKLER (SEE FIRE PROTECTION DWGS.) SIDEWALL FIRE SPRINKLER (SEE FIRE PROTECTION DWGS.) SPEAKER (SEE A/V DWGS.) MOTION DETECTOR (SEE SECURITY DWG.) GLASS BREAK (SEE SECURITY DWGS.) GRAPHIC SYMBOLS (CONY.) REFLECTED CEILING (CONT.) PS i FINISH ACCESS DOOR SECURITY CAMERA (SEE SECURITY DWGS.) POWER & COMMUNICATION Q ir\ LAO O n0 C KP ST X DR fBI IH IELI ML) IMCI FP ST O LAY —IN TYPE LINEAR SUPPLY AIR DIFFUSER TAPED —IN CONTINUOUS SLOT FOR LINEAR SUPPLY AIR DIFFUSERSUPPLY AIR DIFFUSER E DENOTES EXISTING TO REMAIN R DENOTES EXISTING, RELOCATED FIXTURE PROJECTION SCREEN RETURN AIR DIFFUSER SUPPLY AIR DIFFUSER CIRCULAR DIFFUSER WALL FINISH BASE FINISH EXTENT OF FINISH WALL FINISH EXTENT OF FINISH WALL FINISH WAINSCOT FINISH BASE FINISH EXTENT OF FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH WALL MOUNTED DUPLEX WALL MOUNTED FOURPLEX WALL MOUNTED DEDICATED DUPLEX WALL MOUNTED DEDICATED FOURPLEX WALL MOUNTED TELEPHONE RECEPTACLE WALL MOUNTED TELE /DATA RECEPTACLE WALL MOUNTED DATA RECEPTACLE WALL MOUNTED A/V RECEPTACLE (SEE A/V DWGS.) WALL MOUNTED TV RECEPTACLE (SEE A/V DWGS.) FLUSH FLOOR MOUNTED TELEPHONE RECEPTACLE FLUSH FLOOR MOUNTED TELE /DATA RECEPTACLE FLUSH FLOOR MOUNTED DATA RECEPTACLE FLUSH FLOOR MOUNTED A/V RECEPTACLE FLUSH FLOOR MOUNTED TV RECEPTACLE FLUSH FLOOR MOUNTED DUPLEX WITH TELE/DATA RECEPTACLE CONDUIT STUB—UP IN FLOOR FOR TEL/DATA WHIP (SEE ELECTRICAL AND COMMUNICATION DWGS.) CONDUIT STUB —UP IN FLOOR FOR A/V CABLE WHIP (SEE A/V DWGS.) FLUSH WALL MOUNTED POWER JUNCTION BOX WITH HARDWIRE CONNECTION CONDUIT STUB —UP IN FLOOR FOR POWER WHIP (SEE ELECTRICAL DWGS.) CONDUIT STUB —UP IN FLOOR FOR TEL/DATA WHIP (SEE ELECTRICAL AND COMMUNICATION DWGS.) CARD READER KEY PAD (RE: SECURITY DRAWINGS) STROBE LIGHT SWITCH / OCCUPANCY SENSOR / DIMMER (X IS THE NUMBER OF SWITCHES PER PLATE, SEE ELEC. DWGS.) DOOR RELEASE BUTTON DOOR BELL PUSH BUTTON DOOR BELL / CHIME ELECTROMAGNETIC DOOR HOLD OPEN ELECTRIC LOCKSET (SEE HARDWARE SCHEDULE) MAGNETIC LOCK (SEE HARDWARE SCHEDULE) MAGNETIC CONTACT (SEE SECURITY & ELECTRICAL DWGS.) EQUIPMENT ITEM — SEE SCHEDULE FIRE WARDEN STATION FIRE ALARM PULL BOX FIRE STROBE THERMOSTAT (SEE HVAC DWGS.) CO2 SENSOR (SEE HVAC DWGS.) GRAPHIC SYMBOLS (CONY.) CONSTRUCTION --$-- ELEVATION DATUM POINT OFFICE - -- ROOM NAME ROOM NUMBER DOOR NUMBER (WITH SCHEDULE) 101 0 10 ALIGN 1 1 XX SHEET NOTE FHC FE FEC Fv FVC COLUMN GRID EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW PARTITION REFERENCE TO PARTITION TYPE 1 HR. RATED PARTITION 1 1/2 HR. RATED PARTITION 2 HR. RATED PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION SMOKE PARTITION EGRESS PATH PRIMARY EGRESS PATH SECONDARY ALIGN WITH ESTABLISHED SURFACES REVISION REFERENCE LOCATION ON ROW WHERE SHOWN DIRECTION OF ELEVATION ROW ON ELEVATION SHEET WHERE SHOWN SHEET WHERE SHOWN DETAIL NUMBER SHEET WHERE SHOWN DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR LEVEL AND AREA OR PHASE AREA TO BE DETAILED MILLWORK MILLWORK SCHEDULE TAG (IF USED) FIRE HOSE CABINET FIRE EXTINGUISHER WITHOUT CABINET FIRE EXTINGUISHER CABINET FIRE VALVE WITHOUT CABINET FIRE VALVE CABINET it. NEE � CODE AQppovED s ? ? 4 20 �� o il c� I rtM5 I Seal/Signature 7768 I Project Name I Project Number GRAPHIC SYMBOLS I Scale ©2008 Gensler 0 Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED CH" CT LI IDA M rRIARTY STATE OF WASHINGTON 1 11.6140.108 I CAD File Name ... \CAD \Sheets \A00 -01 I Description A00.01 One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKIMLA SEP, 12 2008 PERMIT CENTER Fidelity Investor Center — SOUTH SEATTLE BRANCH DISABLED ACCESS NOTES (cont.) 21. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL OR OTHER SURFACE. 22. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET. A. GRAB BARS TO BE 36" ABOVE AND PARALLEL TO THE FLOOR. B. SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER CLOSET STOOL. GRAB BAR AT BACK TO BE 36" LONG. C. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/2". D. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL. E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD. F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 ". 23. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH. 24. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM WIDTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 25. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 26. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. 27. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. FINISH NOTES 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. 3. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. DISABLED ACCESS NOTES 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 2. FLOOR SURFACES SHALL BE SLIP - RESISTANT. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44" IN WIDTH. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30" AND 44" ABOVE FLOOR FINISH. 6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30" AND 44" ABOVE THE FLOOR. 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 8. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. 9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 ". 10. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 11. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIREC11ON OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. 17. ENTRY TO SANITARY FACILITIES: A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. B. DOORWAYS TO HAVE A 32" CLEAR OPENING. C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. 18. TOILET ROOM ACCESSORIES A. MOUNT BOTTOM EDGE OF MIRRORS NO HIGHER THAN 40" FROM THE FLOOR. B. MOUNT TOILET TISSUE DISPENSERS WITHIN 12" FROM THE FRONT EDGE OF THE TOILET SEAT. C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM THE FLOOR. 19. SINGLE ACCOMMODATION TOILET FACILITY A. WATER CLOSET TO HAVE A 28" CLEARANCE FROM A FIXTURE AND 32" FROM A WALL. B. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 48 ". C. A SPACE 36" X 48" IS PERMITTED IN FRONT OF EXISTING WATER CLOSET ACCESSIBLE TO THE HANDICAPPED. 20. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN 17" AND 19 ". DEMOLITION NOTES 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK. 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. 9. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES. REFLECTED CEILING NOTES 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE. 2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED: A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIREC11ON, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. C. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL. D. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. HAZARDOUS MATERIALS NOTES IN THE EVENT OF ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE OR THE SUBSTANTIAL RISK THEREOF, CLIENT WILL HAVE THE DUTY TO INFORM ARCHITECT OF SUCH RISKS KNOWN OR REASONABLY KNOWABLE TO CLIENT. IF ASBESTOS, OR ANY OTHER TOXIC SUBSTANCE, OR RISKS TO EXPOSURE THERETO IS DISCOVERED BY ARCHITECT DURING WORK ON THE PROJECT, ARCHITECT. SHALL, IN ITS SOLE DISCRETION, HAVE THE RIGHT TO SUSPEND WORK ON THE PROJECT. CLIENT SHALL HAVE THE DUTY PROMPTLY TO RETAIN A QUALIFIED EXPERT SAFELY TO REMOVE OR SUPERVISE THE REMOVAL OF SUCH ASBESTOS OR OTHER TOXIC SUBSTANCE. CLIENT SHALL INDEMNIFY AND HOLD ARCHITECT, ITS AFFILIATES AND SUBCONTRACTORS, AND OTHER OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY ON THE PART OF OR DAMAGE TO SUCH ENTITIES OR PERSONS, INCLUDING THE COST OF LEGAL FEES AND EXPENSES, SUCH AS FEES AND EXPENSES ARE INCURRED, WHICH MAY RESULT FROM ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE ON THE PROJECT. POWER & COMMUNICATION NOTES 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS. 3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH LOCAL CODES. 7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY ADA GUIDELINES, UNLESS OTHERWISE NOTED. 8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK -TO -BACK. 10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE -PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. GENERAL NOTES 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS. 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION 7. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 8. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 9. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 10. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR ". ALLOW FOR THICKNESS OF FINISHES. 13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. 15. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. FIRE DEPARTMENT NOTES 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT- CANDLE AT FLOOR LEVEL. COMPLY WITHBUILDING CODES. 4. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 6. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE - RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20- MINUTE RATING AND SHALL BE SELF - CLOSING. 7. 20- MINUTE DOOR JAMBS TO BE TIGHT - FITTING, SMOKE AND DRAFT CONTROLLED. 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0 -25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26 -75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SPREAD 76 -200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 10. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON - COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. 11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 12. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 14. EXTEND OR MODIFY EXISTING FIRE /LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/ LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 16. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 17. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 18. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. ABBREVIATIONS A ACCES ACOUS AFF AL ALT ANNUNC ANOD APPL ARCH AUTO AVG B BLDG BOLLD B.O. BD BLKG BRDLM BU C CAB CPT CEM CER CLOS CLG COATG COILG CONC CONSTR CONT CONTR COV CMU D DBL DEPT DES DET DF DIA DIFF DIM DISP DIV DN DR DSCON DWG DWR E EEAST ELEC EMBED ENGR ENTR EQ EQUIP EXIST EXP JT EXPS EXT F FAB FD FE FE &C FHC FIN FLDG FPLC FR FRMG FXD FXTR FLR FT FURN FWC G GA GFRC GFRG GFRP GL GR GYP GWB H HD HDWD HDWE HM HORIZ HVAC NFO NSTRUM NSUL NTLK NT NFILTR ACCESSORY ACOUSTIC(AL) ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANNUNCIATOR ANODIZED APPLIANCE ARCHITECT(URAL) AUTOMATIC AVERAGE AND BUILDING BOLLARD BOTTOM OF BOARD BLOCKING BROADLOOM BUILT UP CABINET CARPET CEMENT(ITIOUS) CERAMIC CLOSET CEILING COATING COILING CONCRETE CONSTRUCTION CONTINUOUS(ATION) CONTRACT(OR) COVER CONCRETE MASONRY UNIT DOUBLE DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DOWN DOLLAR (US CURRENCY). DOOR DISCONNECT DRAWING DRAWER ELASTOMERIC ELECTRICAL EMBEDD(ED)(ING) ENGINEER(ED) ENTRANCE EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXPOSE(D) EXTERIOR FABRICATION FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET FIRE HOSE CABINET FINISH FOLDING FIREPLACE FIRE RAT(ING)(ED) FRAMING FIXED FIXTURE FLOORING) FIRE TREATED FURNITURE FABRIC WALL COVERING GAUGE GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GLASS GRAD(E)(ING) GYPSUM GYPSUM WALLBOARD HEAD HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HEATING, VENTILATING, AND AIR CONDITIONING NFORMATION NSTRUMENT(ATION) NSULATION NTERLOCK(ING) NTERIOR NFILTRATION J JAN JC K KIT L LAV LB LT LVLG LVR M MAX MFD MFR MECH MET MEMB MEZZ MIN MISC MLWK MOIST MOT MTD N NIC NO NTS 0 ORNA OVFL OVHD OPNG OPR P PTN PEDTR PBD PNL POLYST PORT PREFIN PREFAB PLAM PLAS PLSTC PLYWD PRTECN R RDR RECES RECPT REF REEL REFR REQD RESIS REINF RESIL RFC RM RO S SCR SECUR SF SGL SHORG SIM SST STD STL STRFR STRUCT SURF SUSP SYS T THK TLT TRAF TRANS T.O. TRTD T &G TYP U V VEH VERT VIF w JANITOR JANITOR'S CLOSET KITCHEN LAVATORY POUND BRITISH POUND (CURRENCY) LIGHT LEVELING LOUVER MAXIMUM MANUFACTURED MANUFACTURER MECHANICAL METAL MEMBRANE MEZZANINE MINIMUM MISCELLANEOUS MILLWORK MOISTURE MOTORIZED) MOUNTED NOT IN CONTRACT NUMBER NOT TO SCALE ORNAMENTAL OVERFLOW OVERHEAD OPENING(S) OPERABLE PARTITION PEDESTRIAN PARTICLE BOARD PANEL POLYSTYRENE PORTABLE PREFINISHED PREFABRICATED PLASTIC LAMINATE PLASTER PLASTIC PLYWOOD PROTECTION READER RECESSED RECEPTACLE REFER(ENCE) REFLECTED REFRIGERATOR REQUIRED RESIST(ANT)(IVE) REINFORCE(D)(ING)(MENT) RESILIENT ROOFING ROOM ROUGH OPENING SCRIBE SECURITY SQUARE FEE SINGLE SHORING SIMILAR STAINLESS STE STANDARD STEEL STOREFRONT STRUCTURAL SURFACE SUSPENDED SYSTEM(S) THICK TOILET TRAFFIC TRANSPARENT TOP OF TREATED TONGUE AND GROOVE TYPICAL UNDRLAY UNDERLAYMENT UTIL UTILITY UNO UNLESS NOTED OTHERWISE VEHICLE VERTICAL VERIFY IN FIELD W/ WITH WC WATER CLOSET WD WOOD WDW WINDOW W/O WITHOUT WT WEIGHT WTRPRF WATERPROOFING C k ICE 1 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 ,F /i[y I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature ,763 I Project Name REGISTERED .: CHITECT 0 4 INDA M RIART' STATE OF WASHINGTON RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH I Project Number 11.6140.108 CAD File Name ... \CAD \Sheets \A00 -10 I Description GENERAL NOTES I Scale A00.10 ©2008 Gensler EXTENDED LIP STRIKE (REFER TO HARDWARE SCHEDULE) DOOR AS SCHEDULED ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED HEAD JAMB BLOCKIN AS REQ'D. SILL LL i •, ,44 c) Q HEAD JAMB SILL HEAD cr I HIM 141111611111111 JAMB I1�i91�1��'I 1 PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) CONCEALED CLOSER (WHERE SCHEDULED) ALUM. SIDELITE DETAILS SCALE: 6" =1'-0" DT_DR-AL-GLZ-HJS LINE OF ADJACENT RETURN WALL PARTITION ON HINGE SIDE PARTITION AS SCHEDULED METAL STUD (INVERTED) BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM - FINISH AS SCHEDULED ADJACENT RETURN PARTITION FRAME BEYOND GRAY GLAZING BEAD TEMPERED GLASS (THICKNESS PER STRENGTH REQUIREMENT 1/4" TYP.) GRAY GLAZING BEAD ALUMINUM FRAME AND TRIM FINISH AS SCHEDULED SCHEDULED FLOOR FLASH PATCH FLOOR AS REQ'D. TO ACHIEVE STRAIGHT LEVEL APPEARANCE BETWEEN BOTTOM OF ALUM. FRAME AND FINISHED FLOORING. TOP OF SLAB SCHEDULED PARTITION MTh CORNER BEAD 1/4" x 1 /4" REVEAL CONT. SOLID HARDWOOD HEADER. SHOP PRIMED, PAINTED TO MATCH PARTITION. OFFSET PIVOT HINGE MORTISE CATCH INTO STOP RECESSED CLOSER WHERE SCHEDULED SCHEDULED PARTITION MTL CORNER BEAD 1/4" x 1/4" REVEAL CONT. SOLID HARDWOOD TRIM. SHOP PRIMED, PAINTED TO MATCH PARTITION. SCHEDULED DOOR BOTTOM PIVOT ANCHORED TO FLOOR SCHEDULED FLOORING FINISH TO BUTT UP TO FLANGE OF BOTTOM PIVOT CONCRETE SLAB FRAMELESS HEAD, JAMB & SILL DTL. SCALE: 6" - V-0" DT_DR FRMLES - 2 SCHEDULED PARTITION DOUBLE STUDS © HEAD SECURED TO DOUBLE STUDS © JAMBS SCHEDULED CEILING 4" U.O.N. TO RETURN WALL PARTITION SCHEDULED PARTITION JAMB HARDWARE SETS - SCHEDULED DOOR JAMB ANCHORS (3 PER SIDE) WELDED H.M. FRAME DOUBLE STUDS @ JAMB SECURED TO STRUCTURE ABOVE HEAD ALUM. FRAME HEAD / JAMB DETAIL HOLLOW METAL FRAME HEAD/JAMB 4 SCALE: 6" = 1'-0" DT_DR U SCALE: 6" _ DT_DR 6 1 - DT_DR-HM HJ GENERAL NOTES: 1. KEYING SCHEDULE: 25 TOTAL (3) MASTER KEYS (3) ENTRY DOOR AND MANAGER'S OFFICE (3) LAN, ELECTRIC, LOCKED STORAGE (16) ENTRY DOORS 2. IF CARD READERS ARE USED AT THIS LOCATION, COORDINATION WILL BE REQUIRED WITH FIDELITY'S SECURITY GROUP. 3. ALL HARDWARE METAL FINISHES TO MATCH US32D. DOOR, FRAME, AND HARDWARE SCHEDULE HARDWARE SET 1 (AT OFFICES) 1 LATCH SET SCHLAGE L9010 -02A 4 BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 1 FLOOR STOP, TRIMCO 7280 1 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 6 (STORAGE WITH CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L y T, SCHLAGE L9080P • A 1 CONCE A "I CLOSER, LCN 3133 1 FLO ! " STOP, TRIMCO 7280 HARDWARE SET 11 (PAIR CLOSET DOORS - NO LOCK) 8 BUTT HINGES, STANLEY k@B 12 x 4 12 1 LATCHSET, SC w HLAG }- '-02A 2 FLUSHBOLTS (1 Eli' "� T &B), HAGER 282D 0 1 DUST PROOF S i' E, HAGER 280X 2 FLOOR STOP , TRIMCO 7280 HARDWARE SET EL -1 (CARD ACCESS - FAIL SAFE) 3 BUTT HINGES, STANLEY FBB17 4 1/2 x 4 1/2 • 1 BUTT HINGE CEFBB17'. " FBB179, 4 1/2 x 4 1/k 1 ELECTRIC LOCK :4► CHLAGE L9080EL -80 'y 1 CONCEALED •SER, LCN 3133 1 FLOOR STI', TRIMCO 7280 1 RACEW REQUIRED IN DOOR TO CARRY PO •' TO LOCKSET 1 1 HARDWARE SET 2 (AT MANAGER OFFICE) 1 4 LOCKSET SCHLAGE L9080 -02A BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 FLOOR STOP, TRIMCO 7280 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 7 (STORAGE WITHOUT CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L ' y' T, SCHLAGE L9080P 1 FLOOR . 'P, TRIMCO 7280 A HARDWARE SET 12 (PAIR CLOSET DOORS - WITH LOCK) 8 BUTT HINGES, STANLEY FBB179 - 4 1/2 x 4 1/2 1 LOCKSET, SCHLAGE L9080 -02A 2 FLUSHBOLTS (1 EACH © T &B), HAGER 282D 1 DUST PROOF STRIKE, HAGER 280X 2 FLOOR STOPS, TRIMCO 7280 1 1 1 1 1 HARDWARE SET EL -2 (CARD ACCESS - FAIL SECURE) 3 1/2 x BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 ': ' BB179, 4 1/2 x 4 1/2 N ELECTRIC LOCKS• HLAGE L9080EU -: • CONCEALED C FLOOR STOP RACEW PO ER, LCN 3133 TRIMCO 7280 REQUIRED IN DOOR TO CARRY TO LOCKSET HARDWARE SET 3 (BREAK, MULTI -USER RESTROOMS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 LATCHSET, SCHLAGE L9010 -02A 1 CONCEALED CLOSER, LCN 3133 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET 8 (CLOSET DOOR - FLUSH PULLS) 1 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 1 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 1 MAGNETIC CATCHES, IVES 327 HARDWARE SET 13 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS. PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDS REFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY. ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS HARDWARE SET EL -3 (CARD ACCESS - PAIR - FAIL SAFE) 1' BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 1 /2 x 4 1/k ELECTRIC LOCK L9080EL -8 CONCEALED F F D US CHLAGE 4 1/2 x FBB179, 4 SER, LCN 3133 FLOOR ST , TRIMCO 7280 LUSH ALTS - HAGER 282D ROOF STRIKE - HAGER 280X CEWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET HARDWARE SET 4 (LAN, ELECTRICAL, JANITOR, RATED DOORS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 STOREROOM LOCKSET, SCHLAGE L9080P -802A 3 SILENCERS, HAGER 307D 1 SURFACE CLOSER, LCN 4030 OR 4130 1 FLOOR STOP, TRIMCO 7280 * PLACE CLOSER ON LEAST CONSPICUOUS SIDE OF DOOR HARDWARE SET 9 (PAIR CLOSET DOORS - FLUSH PULLS) 2 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 2 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 2 MAGNETIC CATCHES, IVES 327 HARDWARE SET 14 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS.PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDSREFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS FLOOR STOP - TRIMC07280 't• HARDWARE SET EL4 (CARD ACCESS - PAIR - FAIL SECUR 7 BUTT HINGES, STANLEY FBB17 4 1/2 BUTT HINGE CEFBB17 . BB179, 4 1/2 x 4 1/k ELECTRIC LOCK CHLAGE L9080EU- 1 CONCEALED C SER, LCN 3133 2 FLOOR STO', TRIMCO 7280 2 FLUSH :: TS - HAGER 282D DUST ' ROOF STRIKE - HAGER 280X EWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET 1 1 1 1 4 1/2 x HARDWARE SET 5 (SINGLE USER RESTROOM) � 4 BUTT HINGES, STAN FBB179, 4 , 1/2 1 PRIVACY SET AGE L9040P -02A 1 CONCEALED ISER, LCN 3133 1 FLOOR :', TRIMCO 7280 HARDWARE SET 10 (CLOSET DOOR - NO LOCK, 16 C •' R) 4 BUTT HINGES, ST 179 - 4 1/2 x 4 1/ 1 LATCHSET, S L9010 -02A 1 FLOOR STOP ' IMCO 7280 HARDWARE SET GL -1 (AT GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. 1 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 1 APPLIED STOP - IVES AS18 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET GL -2 (AT LOCKED GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. FORMS Sc SURFACES DP 6111 23" O.A. PUSH /PULLS APPLIED STOP - IVES AS18 C.R. LAURENCE COMPANY PATCH LOCK - AMR205CTBS C.R. LAURENCE COMPANY GLASS MOUNTED KEEPER - AMR206 FLOOR STOP, TRIMCO 7280 1 1 1 HARDWARE SET GL-3 (AT PAIR GLASS DOORS) 4 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") 2 DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. SET HOLD OPEN AT 90 DEGREES 2 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 2 APPLIED STOP - IVES AS18 2 FLOOR STOP, TRIMCO 7280 SINGLE DOOR DOOR TYPE A VISION PANEL DOOR TYPE B 0 w Cn U) FUL SION PANEL DOOR TYPE C 0 w U Cr) Cn DOUBLE DOOR DOOR TYPE D DOOR TYPE E VISIO► 'ANEL - DOUBLE DOOR ALUMINUM OFFICE FRONT SYSTEM DOOR AND GLAZING TYPE F FRAMELESS GLASS VARIES �S SCHED S SCHED AS SCHED. AS SCHED. GLASS DOOR TYPE GL -A DOOR STYLES VARIES SEE PLAN FRAMELESS DOUBLE GLASS DOORS GLASS DOOR TYPE GL -B CODE GOM AppRO SE? 24 City C� DI's GLAZING IN CLEAR ANODIZED ALUMINUM FRAME SYSTEM I Scale SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler arn 2 S A la \ DOM- Issue Date & Issue Description By 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name 7768 Project Number 11.6140.108 I CAD File Name ... \CAD \Sh eets \A00- 30 I Description DOOR SCHEDULE A00.30 ©2008 Gensler Fidelily INVESTMENTS REGISTERED RCL "T ' 4 ` I LINDA MORIART STATE OF WASHINGTON Fidelity Investor Center - SOUTH SEATTLE BRANCH One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP 12 2008 PERMIT CENTER Check ASSEv1BLY DOOR HDWR FRAME REMARKS NUMBER TYPE DIMENSIONS MATERIAL FINISH SET MATERIAL FINISH DETAILS FIRE WIDTH HEIGHT THK HEAD JAMB SILL RATING 100 - - - - - - 13 - - - - - - EXISTING DOOR 101 - - - - - - 14 - - - - - - EXISTING DOOR 102 - - - - - - - - - - NUMBER NOT USED 103 GL -A 3' -0" 7' -10" 1/2" GL CLR. GL -2 - - 2/A00.31 1/A00.31 2/A00.31 - - 104 GL -A 3' -0" 7' -10" 1/2" GL CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 105 GL -A 3' -0" 7' -10" 1/2" GL CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 106 GL -A 3' -0" 7'-10" 1/2" GL CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 107 GL -A 3' -0" 7' -10" 1/2" GL. CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 108 - - - - - - - - - - - - - HALLWAY 109 GL -B 2(3' -0 ") 7' -10" 1/2" GL. CLR. GL -3 - - 2/A00.31 1/A00.31 2/A00.31 - - 110 D 2(2' -6 ") 7' -10" 1 -3/4" WD. PT. 9 WD. PT. 3/A00.30 3/A00.30 3/A00.30 - - 111 D 2(2' -6 ") 7' -10" 1 -3/4" WD. PT. 9 WD. PT. 3/A00.30 3/A00.30 3/A00.30 - - 112 A 3' -0" 7' -10" 1 -3/4" WD. CLR. 4 AL. CLR. 3/A00.30 2/A00.30 2/A00.30 - - 113 A 3' -0" 7' -10" 1 -3/4" HM. PT. 4 H.M. PT. 4/A00.30 4/A00.30 - - ADD KNURLING ON HANDLE 114 A 3' -0" 7' -10" 1 -3/4" HM. PT. 4 HM. PT. 4/A00.30 4/A00.30 - - 115 A 3' -0" 7' -10" 1 -3/4" HM. PT. 4 HM. PT. 4/A00.30 4/A00.30 - - 116 - - - 13 - - - - - - EXISTING DOOR 117 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 118 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 119 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 120 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 121 D 6' -0" 7' -10" 1 -3/4" WD. CLR. 12 AL. CLR. 4/A00.30 4/A00.30 4/A00.30 - - 122 - - - - - - - _ _ - - - - HALLWAY 123 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 124 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 125 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 126 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 127 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 128 GL -A 3' -0" 7' -10" 1 -3/4" WD. CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 129 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 130 B 3' -0" 7' -10" 1 -3/4" WD. /GL. CLR. 3 AL. CLR. 1/A00.30 1/A00.30 - - - 131 F 3' -0" 7' -10" 1 -3/4" WD. CLR. 1 AL. CLR. 1/A00.30 1/A00.30 1/A00.30 - - 132 A 3' -0" 7' -10" 1 -3/4" WD. CLR. 3 AL. CLR. 1/A00.30 1/A00.30 - - - 133 A 3' -0" 7' -10" 1 -3/4" WD. CLR. • 4 AL. CLR. 1/A00.30 1/A00.30 - - - 134 A 3' -0" 7' -10" 1 -3/4" WD. CLR. 3 AL. CLR. 1/A00.30 1/A00.30 - - - 135A B 3' -0" 7' -10" 1 -3/4" WD. CLR. 3 AL. CLR. 1/A00.30 1/A00.30 - - - 135B GL -A 3' -2" 8' -0" 1 /2 " GL. CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - 136 A 3' -0" 7' -10" 1 -3/4" WD. PT. 8 WD. PT. 3/A00.30 3/A00.30 3/A00.30 - - 137 GL -A 3' -O" 7' -10" 1/2" GL. CLR. GL -1 - - 2/A00.31 1/A00.31 2/A00.31 - - EXTENDED LIP STRIKE (REFER TO HARDWARE SCHEDULE) DOOR AS SCHEDULED ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED HEAD JAMB BLOCKIN AS REQ'D. SILL LL i •, ,44 c) Q HEAD JAMB SILL HEAD cr I HIM 141111611111111 JAMB I1�i91�1��'I 1 PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) CONCEALED CLOSER (WHERE SCHEDULED) ALUM. SIDELITE DETAILS SCALE: 6" =1'-0" DT_DR-AL-GLZ-HJS LINE OF ADJACENT RETURN WALL PARTITION ON HINGE SIDE PARTITION AS SCHEDULED METAL STUD (INVERTED) BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM - FINISH AS SCHEDULED ADJACENT RETURN PARTITION FRAME BEYOND GRAY GLAZING BEAD TEMPERED GLASS (THICKNESS PER STRENGTH REQUIREMENT 1/4" TYP.) GRAY GLAZING BEAD ALUMINUM FRAME AND TRIM FINISH AS SCHEDULED SCHEDULED FLOOR FLASH PATCH FLOOR AS REQ'D. TO ACHIEVE STRAIGHT LEVEL APPEARANCE BETWEEN BOTTOM OF ALUM. FRAME AND FINISHED FLOORING. TOP OF SLAB SCHEDULED PARTITION MTh CORNER BEAD 1/4" x 1 /4" REVEAL CONT. SOLID HARDWOOD HEADER. SHOP PRIMED, PAINTED TO MATCH PARTITION. OFFSET PIVOT HINGE MORTISE CATCH INTO STOP RECESSED CLOSER WHERE SCHEDULED SCHEDULED PARTITION MTL CORNER BEAD 1/4" x 1/4" REVEAL CONT. SOLID HARDWOOD TRIM. SHOP PRIMED, PAINTED TO MATCH PARTITION. SCHEDULED DOOR BOTTOM PIVOT ANCHORED TO FLOOR SCHEDULED FLOORING FINISH TO BUTT UP TO FLANGE OF BOTTOM PIVOT CONCRETE SLAB FRAMELESS HEAD, JAMB & SILL DTL. SCALE: 6" - V-0" DT_DR FRMLES - 2 SCHEDULED PARTITION DOUBLE STUDS © HEAD SECURED TO DOUBLE STUDS © JAMBS SCHEDULED CEILING 4" U.O.N. TO RETURN WALL PARTITION SCHEDULED PARTITION JAMB HARDWARE SETS - SCHEDULED DOOR JAMB ANCHORS (3 PER SIDE) WELDED H.M. FRAME DOUBLE STUDS @ JAMB SECURED TO STRUCTURE ABOVE HEAD ALUM. FRAME HEAD / JAMB DETAIL HOLLOW METAL FRAME HEAD/JAMB 4 SCALE: 6" = 1'-0" DT_DR U SCALE: 6" _ DT_DR 6 1 - DT_DR-HM HJ GENERAL NOTES: 1. KEYING SCHEDULE: 25 TOTAL (3) MASTER KEYS (3) ENTRY DOOR AND MANAGER'S OFFICE (3) LAN, ELECTRIC, LOCKED STORAGE (16) ENTRY DOORS 2. IF CARD READERS ARE USED AT THIS LOCATION, COORDINATION WILL BE REQUIRED WITH FIDELITY'S SECURITY GROUP. 3. ALL HARDWARE METAL FINISHES TO MATCH US32D. DOOR, FRAME, AND HARDWARE SCHEDULE HARDWARE SET 1 (AT OFFICES) 1 LATCH SET SCHLAGE L9010 -02A 4 BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 1 FLOOR STOP, TRIMCO 7280 1 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 6 (STORAGE WITH CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L y T, SCHLAGE L9080P • A 1 CONCE A "I CLOSER, LCN 3133 1 FLO ! " STOP, TRIMCO 7280 HARDWARE SET 11 (PAIR CLOSET DOORS - NO LOCK) 8 BUTT HINGES, STANLEY k@B 12 x 4 12 1 LATCHSET, SC w HLAG }- '-02A 2 FLUSHBOLTS (1 Eli' "� T &B), HAGER 282D 0 1 DUST PROOF S i' E, HAGER 280X 2 FLOOR STOP , TRIMCO 7280 HARDWARE SET EL -1 (CARD ACCESS - FAIL SAFE) 3 BUTT HINGES, STANLEY FBB17 4 1/2 x 4 1/2 • 1 BUTT HINGE CEFBB17'. " FBB179, 4 1/2 x 4 1/k 1 ELECTRIC LOCK :4► CHLAGE L9080EL -80 'y 1 CONCEALED •SER, LCN 3133 1 FLOOR STI', TRIMCO 7280 1 RACEW REQUIRED IN DOOR TO CARRY PO •' TO LOCKSET 1 1 HARDWARE SET 2 (AT MANAGER OFFICE) 1 4 LOCKSET SCHLAGE L9080 -02A BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 FLOOR STOP, TRIMCO 7280 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 7 (STORAGE WITHOUT CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L ' y' T, SCHLAGE L9080P 1 FLOOR . 'P, TRIMCO 7280 A HARDWARE SET 12 (PAIR CLOSET DOORS - WITH LOCK) 8 BUTT HINGES, STANLEY FBB179 - 4 1/2 x 4 1/2 1 LOCKSET, SCHLAGE L9080 -02A 2 FLUSHBOLTS (1 EACH © T &B), HAGER 282D 1 DUST PROOF STRIKE, HAGER 280X 2 FLOOR STOPS, TRIMCO 7280 1 1 1 1 1 HARDWARE SET EL -2 (CARD ACCESS - FAIL SECURE) 3 1/2 x BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 ': ' BB179, 4 1/2 x 4 1/2 N ELECTRIC LOCKS• HLAGE L9080EU -: • CONCEALED C FLOOR STOP RACEW PO ER, LCN 3133 TRIMCO 7280 REQUIRED IN DOOR TO CARRY TO LOCKSET HARDWARE SET 3 (BREAK, MULTI -USER RESTROOMS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 LATCHSET, SCHLAGE L9010 -02A 1 CONCEALED CLOSER, LCN 3133 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET 8 (CLOSET DOOR - FLUSH PULLS) 1 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 1 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 1 MAGNETIC CATCHES, IVES 327 HARDWARE SET 13 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS. PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDS REFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY. ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS HARDWARE SET EL -3 (CARD ACCESS - PAIR - FAIL SAFE) 1' BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 1 /2 x 4 1/k ELECTRIC LOCK L9080EL -8 CONCEALED F F D US CHLAGE 4 1/2 x FBB179, 4 SER, LCN 3133 FLOOR ST , TRIMCO 7280 LUSH ALTS - HAGER 282D ROOF STRIKE - HAGER 280X CEWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET HARDWARE SET 4 (LAN, ELECTRICAL, JANITOR, RATED DOORS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 STOREROOM LOCKSET, SCHLAGE L9080P -802A 3 SILENCERS, HAGER 307D 1 SURFACE CLOSER, LCN 4030 OR 4130 1 FLOOR STOP, TRIMCO 7280 * PLACE CLOSER ON LEAST CONSPICUOUS SIDE OF DOOR HARDWARE SET 9 (PAIR CLOSET DOORS - FLUSH PULLS) 2 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 2 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 2 MAGNETIC CATCHES, IVES 327 HARDWARE SET 14 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS.PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDSREFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS FLOOR STOP - TRIMC07280 't• HARDWARE SET EL4 (CARD ACCESS - PAIR - FAIL SECUR 7 BUTT HINGES, STANLEY FBB17 4 1/2 BUTT HINGE CEFBB17 . BB179, 4 1/2 x 4 1/k ELECTRIC LOCK CHLAGE L9080EU- 1 CONCEALED C SER, LCN 3133 2 FLOOR STO', TRIMCO 7280 2 FLUSH :: TS - HAGER 282D DUST ' ROOF STRIKE - HAGER 280X EWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET 1 1 1 1 4 1/2 x HARDWARE SET 5 (SINGLE USER RESTROOM) � 4 BUTT HINGES, STAN FBB179, 4 , 1/2 1 PRIVACY SET AGE L9040P -02A 1 CONCEALED ISER, LCN 3133 1 FLOOR :', TRIMCO 7280 HARDWARE SET 10 (CLOSET DOOR - NO LOCK, 16 C •' R) 4 BUTT HINGES, ST 179 - 4 1/2 x 4 1/ 1 LATCHSET, S L9010 -02A 1 FLOOR STOP ' IMCO 7280 HARDWARE SET GL -1 (AT GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. 1 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 1 APPLIED STOP - IVES AS18 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET GL -2 (AT LOCKED GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. FORMS Sc SURFACES DP 6111 23" O.A. PUSH /PULLS APPLIED STOP - IVES AS18 C.R. LAURENCE COMPANY PATCH LOCK - AMR205CTBS C.R. LAURENCE COMPANY GLASS MOUNTED KEEPER - AMR206 FLOOR STOP, TRIMCO 7280 1 1 1 HARDWARE SET GL-3 (AT PAIR GLASS DOORS) 4 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") 2 DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. SET HOLD OPEN AT 90 DEGREES 2 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 2 APPLIED STOP - IVES AS18 2 FLOOR STOP, TRIMCO 7280 SINGLE DOOR DOOR TYPE A VISION PANEL DOOR TYPE B 0 w Cn U) FUL SION PANEL DOOR TYPE C 0 w U Cr) Cn DOUBLE DOOR DOOR TYPE D DOOR TYPE E VISIO► 'ANEL - DOUBLE DOOR ALUMINUM OFFICE FRONT SYSTEM DOOR AND GLAZING TYPE F FRAMELESS GLASS VARIES �S SCHED S SCHED AS SCHED. AS SCHED. GLASS DOOR TYPE GL -A DOOR STYLES VARIES SEE PLAN FRAMELESS DOUBLE GLASS DOORS GLASS DOOR TYPE GL -B CODE GOM AppRO SE? 24 City C� DI's GLAZING IN CLEAR ANODIZED ALUMINUM FRAME SYSTEM I Scale SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler arn 2 S A la \ DOM- Issue Date & Issue Description By 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name 7768 Project Number 11.6140.108 I CAD File Name ... \CAD \Sh eets \A00- 30 I Description DOOR SCHEDULE A00.30 ©2008 Gensler Fidelily INVESTMENTS REGISTERED RCL "T ' 4 ` I LINDA MORIART STATE OF WASHINGTON Fidelity Investor Center - SOUTH SEATTLE BRANCH One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP 12 2008 PERMIT CENTER Check 4 / / /� 03 1 EXTENDED LIP STRIKE (REFER TO HARDWARE SCHEDULE) DOOR AS SCHEDULED ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED HEAD JAMB BLOCKIN AS REQ'D. SILL LL i •, ,44 c) Q HEAD JAMB SILL HEAD cr I HIM 141111611111111 JAMB I1�i91�1��'I 1 PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM COLOR AS SCHEDULED BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) CONCEALED CLOSER (WHERE SCHEDULED) ALUM. SIDELITE DETAILS SCALE: 6" =1'-0" DT_DR-AL-GLZ-HJS LINE OF ADJACENT RETURN WALL PARTITION ON HINGE SIDE PARTITION AS SCHEDULED METAL STUD (INVERTED) BRUSH WEATHERSTRIP (COLOR AS SCHEDULED) PARTITION AS SCHEDULED METAL STUD (INVERTED) ALUMINUM FRAME AND TRIM - FINISH AS SCHEDULED ADJACENT RETURN PARTITION FRAME BEYOND GRAY GLAZING BEAD TEMPERED GLASS (THICKNESS PER STRENGTH REQUIREMENT 1/4" TYP.) GRAY GLAZING BEAD ALUMINUM FRAME AND TRIM FINISH AS SCHEDULED SCHEDULED FLOOR FLASH PATCH FLOOR AS REQ'D. TO ACHIEVE STRAIGHT LEVEL APPEARANCE BETWEEN BOTTOM OF ALUM. FRAME AND FINISHED FLOORING. TOP OF SLAB SCHEDULED PARTITION MTh CORNER BEAD 1/4" x 1 /4" REVEAL CONT. SOLID HARDWOOD HEADER. SHOP PRIMED, PAINTED TO MATCH PARTITION. OFFSET PIVOT HINGE MORTISE CATCH INTO STOP RECESSED CLOSER WHERE SCHEDULED SCHEDULED PARTITION MTL CORNER BEAD 1/4" x 1/4" REVEAL CONT. SOLID HARDWOOD TRIM. SHOP PRIMED, PAINTED TO MATCH PARTITION. SCHEDULED DOOR BOTTOM PIVOT ANCHORED TO FLOOR SCHEDULED FLOORING FINISH TO BUTT UP TO FLANGE OF BOTTOM PIVOT CONCRETE SLAB FRAMELESS HEAD, JAMB & SILL DTL. SCALE: 6" - V-0" DT_DR FRMLES - 2 SCHEDULED PARTITION DOUBLE STUDS © HEAD SECURED TO DOUBLE STUDS © JAMBS SCHEDULED CEILING 4" U.O.N. TO RETURN WALL PARTITION SCHEDULED PARTITION JAMB HARDWARE SETS - SCHEDULED DOOR JAMB ANCHORS (3 PER SIDE) WELDED H.M. FRAME DOUBLE STUDS @ JAMB SECURED TO STRUCTURE ABOVE HEAD ALUM. FRAME HEAD / JAMB DETAIL HOLLOW METAL FRAME HEAD/JAMB 4 SCALE: 6" = 1'-0" DT_DR U SCALE: 6" _ DT_DR 6 1 - DT_DR-HM HJ GENERAL NOTES: 1. KEYING SCHEDULE: 25 TOTAL (3) MASTER KEYS (3) ENTRY DOOR AND MANAGER'S OFFICE (3) LAN, ELECTRIC, LOCKED STORAGE (16) ENTRY DOORS 2. IF CARD READERS ARE USED AT THIS LOCATION, COORDINATION WILL BE REQUIRED WITH FIDELITY'S SECURITY GROUP. 3. ALL HARDWARE METAL FINISHES TO MATCH US32D. DOOR, FRAME, AND HARDWARE SCHEDULE HARDWARE SET 1 (AT OFFICES) 1 LATCH SET SCHLAGE L9010 -02A 4 BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 1 FLOOR STOP, TRIMCO 7280 1 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 6 (STORAGE WITH CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L y T, SCHLAGE L9080P • A 1 CONCE A "I CLOSER, LCN 3133 1 FLO ! " STOP, TRIMCO 7280 HARDWARE SET 11 (PAIR CLOSET DOORS - NO LOCK) 8 BUTT HINGES, STANLEY k@B 12 x 4 12 1 LATCHSET, SC w HLAG }- '-02A 2 FLUSHBOLTS (1 Eli' "� T &B), HAGER 282D 0 1 DUST PROOF S i' E, HAGER 280X 2 FLOOR STOP , TRIMCO 7280 HARDWARE SET EL -1 (CARD ACCESS - FAIL SAFE) 3 BUTT HINGES, STANLEY FBB17 4 1/2 x 4 1/2 • 1 BUTT HINGE CEFBB17'. " FBB179, 4 1/2 x 4 1/k 1 ELECTRIC LOCK :4► CHLAGE L9080EL -80 'y 1 CONCEALED •SER, LCN 3133 1 FLOOR STI', TRIMCO 7280 1 RACEW REQUIRED IN DOOR TO CARRY PO •' TO LOCKSET 1 1 HARDWARE SET 2 (AT MANAGER OFFICE) 1 4 LOCKSET SCHLAGE L9080 -02A BUTT HINGES, STANLEY FBB179 -4 1/2 x 4 1/2 FLOOR STOP, TRIMCO 7280 COAT HOOK, PETER PEPPER PRODUCTS #2035 AL HARDWARE SET 7 (STORAGE WITHOUT CLOSER) 4 BUTT HINGES, ST FBB179, 4 1/2 1 STOREROOM L ' y' T, SCHLAGE L9080P 1 FLOOR . 'P, TRIMCO 7280 A HARDWARE SET 12 (PAIR CLOSET DOORS - WITH LOCK) 8 BUTT HINGES, STANLEY FBB179 - 4 1/2 x 4 1/2 1 LOCKSET, SCHLAGE L9080 -02A 2 FLUSHBOLTS (1 EACH © T &B), HAGER 282D 1 DUST PROOF STRIKE, HAGER 280X 2 FLOOR STOPS, TRIMCO 7280 1 1 1 1 1 HARDWARE SET EL -2 (CARD ACCESS - FAIL SECURE) 3 1/2 x BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 ': ' BB179, 4 1/2 x 4 1/2 N ELECTRIC LOCKS• HLAGE L9080EU -: • CONCEALED C FLOOR STOP RACEW PO ER, LCN 3133 TRIMCO 7280 REQUIRED IN DOOR TO CARRY TO LOCKSET HARDWARE SET 3 (BREAK, MULTI -USER RESTROOMS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 LATCHSET, SCHLAGE L9010 -02A 1 CONCEALED CLOSER, LCN 3133 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET 8 (CLOSET DOOR - FLUSH PULLS) 1 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 1 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 1 MAGNETIC CATCHES, IVES 327 HARDWARE SET 13 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS. PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDS REFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY. ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS HARDWARE SET EL -3 (CARD ACCESS - PAIR - FAIL SAFE) 1' BUTT HINGES, STANLEY FBB179 4 1/2 BUTT HINGE CEFBB17 1 /2 x 4 1/k ELECTRIC LOCK L9080EL -8 CONCEALED F F D US CHLAGE 4 1/2 x FBB179, 4 SER, LCN 3133 FLOOR ST , TRIMCO 7280 LUSH ALTS - HAGER 282D ROOF STRIKE - HAGER 280X CEWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET HARDWARE SET 4 (LAN, ELECTRICAL, JANITOR, RATED DOORS) 4 BUTT HINGES, STANLEY FBB179, 4 1/2 x 4 1/2 1 STOREROOM LOCKSET, SCHLAGE L9080P -802A 3 SILENCERS, HAGER 307D 1 SURFACE CLOSER, LCN 4030 OR 4130 1 FLOOR STOP, TRIMCO 7280 * PLACE CLOSER ON LEAST CONSPICUOUS SIDE OF DOOR HARDWARE SET 9 (PAIR CLOSET DOORS - FLUSH PULLS) 2 OFFSET PIVOT SET, DORMA PIVOT SET OP440 (T &B ONLY, NO INTERMEDIATE PIVOT) 2 FLUSH DOOR PULLS - TYDIX 61064: 4" x 2 -1/2" FRONT FACE OF DOOR ONLY 2 MAGNETIC CATCHES, IVES 327 HARDWARE SET 14 (EXISTING ENTRY & EXIT DOORS) MATCH HARDWARE TO BASE BUILDING STANDARDS.PROVIDE COMPATIBLE CYLINDERS TO ALLOW REKEYING TO FIDELITY STANDARDSREFURBISH EXISTING HARDWARE TO LIKE NEW CONDITIONS. 1 LATCH PROTECTOR, DON -JO #ALP -210 - VERIFY LATCH PROTECTOR FITS WITH EXISTING CONDITIONS, NOTIFY ARCHITECT IF LATCH PROTECTOR IS NOT COMPATIBLE WITH EXISTING CONDITIONS FLOOR STOP - TRIMC07280 't• HARDWARE SET EL4 (CARD ACCESS - PAIR - FAIL SECUR 7 BUTT HINGES, STANLEY FBB17 4 1/2 BUTT HINGE CEFBB17 . BB179, 4 1/2 x 4 1/k ELECTRIC LOCK CHLAGE L9080EU- 1 CONCEALED C SER, LCN 3133 2 FLOOR STO', TRIMCO 7280 2 FLUSH :: TS - HAGER 282D DUST ' ROOF STRIKE - HAGER 280X EWAY REQUIRED IN DOOR TO CARRY OWER TO LOCKSET 1 1 1 1 4 1/2 x HARDWARE SET 5 (SINGLE USER RESTROOM) � 4 BUTT HINGES, STAN FBB179, 4 , 1/2 1 PRIVACY SET AGE L9040P -02A 1 CONCEALED ISER, LCN 3133 1 FLOOR :', TRIMCO 7280 HARDWARE SET 10 (CLOSET DOOR - NO LOCK, 16 C •' R) 4 BUTT HINGES, ST 179 - 4 1/2 x 4 1/ 1 LATCHSET, S L9010 -02A 1 FLOOR STOP ' IMCO 7280 HARDWARE SET GL -1 (AT GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. 1 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 1 APPLIED STOP - IVES AS18 1 FLOOR STOP, TRIMCO 7280 HARDWARE SET GL -2 (AT LOCKED GLASS SALES DOORS) 2 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. FORMS Sc SURFACES DP 6111 23" O.A. PUSH /PULLS APPLIED STOP - IVES AS18 C.R. LAURENCE COMPANY PATCH LOCK - AMR205CTBS C.R. LAURENCE COMPANY GLASS MOUNTED KEEPER - AMR206 FLOOR STOP, TRIMCO 7280 1 1 1 HARDWARE SET GL-3 (AT PAIR GLASS DOORS) 4 DORMA DESIGNER CORNER PATCH FITTINGS IN SATIN STAINLESS STEEL FINISH (2" X 6 ") 2 DORMA OVERHEAD CONCEALED DOOR CLOSER RTS88 -BFE -END LOAD HOLD OPEN. SET HOLD OPEN AT 90 DEGREES 2 FORMS & SURFACES DT 1214 23" O.A. PUSH /PULLS 2 APPLIED STOP - IVES AS18 2 FLOOR STOP, TRIMCO 7280 SINGLE DOOR DOOR TYPE A VISION PANEL DOOR TYPE B 0 w Cn U) FUL SION PANEL DOOR TYPE C 0 w U Cr) Cn DOUBLE DOOR DOOR TYPE D DOOR TYPE E VISIO► 'ANEL - DOUBLE DOOR ALUMINUM OFFICE FRONT SYSTEM DOOR AND GLAZING TYPE F FRAMELESS GLASS VARIES �S SCHED S SCHED AS SCHED. AS SCHED. GLASS DOOR TYPE GL -A DOOR STYLES VARIES SEE PLAN FRAMELESS DOUBLE GLASS DOORS GLASS DOOR TYPE GL -B CODE GOM AppRO SE? 24 City C� DI's GLAZING IN CLEAR ANODIZED ALUMINUM FRAME SYSTEM I Scale SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler arn 2 S A la \ DOM- Issue Date & Issue Description By 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name 7768 Project Number 11.6140.108 I CAD File Name ... \CAD \Sh eets \A00- 30 I Description DOOR SCHEDULE A00.30 ©2008 Gensler Fidelily INVESTMENTS REGISTERED RCL "T ' 4 ` I LINDA MORIART STATE OF WASHINGTON Fidelity Investor Center - SOUTH SEATTLE BRANCH One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP 12 2008 PERMIT CENTER Check PAINT *SEE GRAPHICS PACKAGE FOR EXTENTS OF SEMI -GLOSS P -1 MFG: BENJAMIN MOORE (NO SUBSTITUTES) NAME: ANCIENT IVORY COLOR: OC -133 FINISH: EGGSHELL FINISH ON DRYWALL TYPICAL WALL PAINT GENERAL PAINT SEMI -GLOSS FINISH ON METAL AND MILLWORK P -2 MFG: ICI (NO SUBSTITUTES) NAME: HURRICANE LAMP COLOR: 50YY 71/369 FINISH: EGGSHELL FINISH ON DRYWALL SALES /GUIDANCE, LOBBY BACK OF OFFICES INCLUDING DOORS WHERE APPLICABLE USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR P -3 MFG: DUNN- EDWARDS (NO SUBSTITUTES)I NAME: SPANISH OLIVE COLOR: DE5543 FINISH: EGGSHELL FINISH ON DRYWALL LOBBY LIGHT COVE SALES CORRIDOR ACCENT PAINT P -4 MFG: SHERWIN WILLIAMS (NO SUBSTITUTES) NAME: WHITE FLOUR COLOR: SW7102 FINISH: FLAT FINISH GWB CEILINGS USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR p -5 MFG: SHERWIN WILLIAMS (NO SUBSTITUTES) NAME: WHEAT GRASS COLOR: SW 6406 FINISH: EGGSHELL FINISH RESTROOM WALLS ABOVE CERAMIC TILE WAINSCOT P-6 MFG: BENJAMIN MOORE (NO SUBSTITUTES) NAME: PEAR GREEN COLOR: 2028 -40 FINISH: EGGSHELL FINISH ADM NICHE : P -7 NAME: WHNTESTONE HO T U S E't� COLOR: 2134 -60 AL BELOW OFFICE I' DIMENSIONS ETCHED SURFACE M FACE CIRCULATION SPACE OR EXTERIOR OF OFFICES GL -4 GLASS B -1 MFG: FLEXO NAME: PUTTY COLOR: WF -017 SIZE: 4" - USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR GL -1 MFG: NAME: TYPE: • COLOR: SIZE: - TEMPERED GLASS - CLEAR 1/4" THICK USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR B -3 MFG: JOHNSONITE NAME: IGUANA COLOR: 151 SIZE: 4" VINYL 1/4" THICK @ OFFICES USE STRAIGHT BASE AT CARPET AND STONE USE COVE BASE AT VINYL FLOOR GL -2 MFG: NAME: TYPE: COLOR: SIZE: - TEMPERED GLASS - CLEAR 3/4" THICK USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR WT -2 GRID SYSTEM: ARMSTRONG SEISMIC Rx SUSPENSION SYSTEM: GUIDANCE CL -3 MFG: NAME: TYPE: SIZE: BENDHEIM OR GALAXY GEN - 291 OR C E S 500 SATTNTECH (SPECIALLY ETCHED CLAM 1/2" THK. - .' ' ' .: - I V LED, POLISHED : A EDEE ELEVATIOS FOR LOC. �► I' DIMENSIONS ETCHED SURFACE M FACE CIRCULATION SPACE OR EXTERIOR OF OFFICES GL -4 MFG: NAME: TYPE: SIZE: GALAXY, PPG, OLD CASTLE TEMPERED CLEAR GLASS (LOW IRON) SANDBLASTED TO MATCH BENDHEIM (GL -3) 1 @ 1/4" THK. x 3' -0 "H x 4' -0 "W (1) ® 1/4" THK x 3' -0 "H x 8' -0 "W ACT -2 MFG: ECOPHON CREDENZA SIGNAGE RE: 3/Al2.41 HUNG W /NOVA 6 MM ROD DISPLAY SYSTEM GL -5 MFG: NAME: TYPE: SIZE: GALAXY, PPG, OLD CASTLE TEMPERED CLEAR GLASS (LOW IRON) CLEAR (NOT ETCHED) EDGE BEVELED AND POLISHED ADDITIONAL REQUIREMENTS COLOR: WHITE 010 OFFICE DOORS REFER TO PLANS AND ELEVATIONS FOR LOCATIONS SEE DOOR SCHEDULE FOR SIZES FIELD VERIFY MR -1 MFG: NAME: TYPE: SIZE: - MIRROR GLASS - 1/4" THK FRAMELESS - EDGES POLISHED GRID SYSTEM: ARMSTRONG SEISMIC Rx SUSPENSION SYSTEM: MUL1I -USER RESTROOMS REFER TO PLANS AND ELEVATIONS FOR LOCATIONS SEE RESTROOM ELEVATIONS FOR SIZES FIELD VERIFY WALL BASE B -1 MFG: FLEXO NAME: PUTTY COLOR: WF -017 SIZE: 4" - USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR B -2 MFG: JOHNSONITE NAME: CUSTOM BASE COLOR: COLOR TO MATCH P -2 PAINT SIZE: 4" VINYL © P -2 WALLS USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR B -3 MFG: JOHNSONITE NAME: IGUANA COLOR: 151 SIZE: 4" VINYL © P -3 WALLS USE STRAIGHT BASE AT CARPET AND STONE USE COVE BASE AT VINYL FLOOR B -4 MFG: JOHNSONITE 0 NAME: ALMOND COLOR: 34 SIZE: 4" VINYL @ VCT LOCATIONS USE STRAIGHT BASE AT CARPET USE COVE BASE AT VINYL FLOOR WT -2 GRID SYSTEM: ARMSTRONG SEISMIC Rx SUSPENSION SYSTEM: OFFICE WINDOWS CEILING FINISH ACT -1 MFG: ARMSTRONG SEE REFLECTED CEILING PLANS REFER TO SHEET Al2.30a FOR CT -2 NAME: ULTIMA, 1912 RESTROOM WALLS ADDITIONAL REQUIREMENTS QS -1 COLOR: WHITE TRANSACTION DESK CREDENZA NO SUBSTITUTES WT -1 SIZE: 24" X 24" X BEV. TEGULAR LOBBY, CONFERENCE ROOM, HALLWAYS (NO SUBS111U1ES) WT -2 GRID SYSTEM: ARMSTRONG SEISMIC Rx SUSPENSION SYSTEM: OFFICE WINDOWS SILHOUETTE XL (9/16 ") - 1/8" REVEAL - HEAVY DUTY WALL MOLDING: 7800 (7/8" X 7/8" WI BERC2 SEISMIC CLIP:) GRID COLOR: WHITE ACT -2 MFG: ECOPHON SEE REFLECTED CEILING PLANS REFER TO SHEET Al2.30a FOR NAME: FOCUS DG, M81 ADDITIONAL REQUIREMENTS COLOR: WHITE 010 SIZE: 48" X 48" X 1" GRID SYSTEM: ARMSTRONG SEISMIC Rx SUSPENSION SYSTEM: PRELUDE XL (15/16 ") - HEAVY DUTY WALL MOLDING: 7800 (7/8" X 7/8" W/ BERC2 SEISMIC CLIP:) GRID COLOR: WHITE PORCELAIN & CERAMIC TILE CT -1 MFG: DAL TILE NAME: MONTICITO NUMBER: MI21 COLOR: ALBA SIZE: 12" x 12" X 5/16" RESTROOM FLOORS & COVE BASE GROUT FOR FLOOR: MFG: LATICRETE COLOR: 39 MUSHROOM MODEL: SPECTRALOCK CT -2 MFG: AMERICAN OLEAN NAME: GREENWICH VILLAGE NUMBER: 0051 COLOR: MATTE VANILLA SIZE: 3" X 6" RESTROOM WALLS RE: A08.02 FOR LAYOUT ON WALLS GROUT FOR FLOOR: MFG: LATICRETE COLOR: 44 BRIGHT WHITE MODEL: SPECTRALOCK QS -1 MFG.: ZODIAQ (BY DUPONT) NAME: QUARTZ SURFACE COLOR: CLOUD WHITE FINISH: TRANSACTION DESK CREDENZA NO SUBSTITUTES PLASTIC LAMINATE/ QUARTZ SURFACE PL -1 MFG.: FORMICA NAME: IVORY COLOR: 460 -58 FINISH: MATTE BACK OF HOUSE CABINET FACES AND WORK SURFACES TRANSACTION DESK, INTERIOR P. LAM BASE PLAM BASE TO BE FLUSH WITH WALL RE: SHEET FINISHED Al2.10 PL -2 MFG.: FORMICA NAME: NATURE SOLIDZ COLOR: 7815 -581 FINISH: MATTE FULL - HEIGHT BACKSPLASH AT BREAK ROOM (AT BACK WALL OF COUNTER ONLY) SUBMIT SAMPLE FOR APPROVAL SEE PROJECT MANUAL (NO SUBSTITUTES) QS -1 MFG.: ZODIAQ (BY DUPONT) NAME: QUARTZ SURFACE COLOR: CLOUD WHITE FINISH: TRANSACTION DESK CREDENZA NO SUBSTITUTES WOOD WD -1 MFG: BRANDYWINE FLOORING NAME: "SINGLESTRIP" ENGINEERED WOOD FLOORING FINISH: MFR'S STANDARD CLEAR FINISH TYPE: SOUTHERN CHESTNUT SIZE: 9/16" THICK X 3" WIDE X RANDOM LENGTHS 30" TO 84" LOBBY Sc HALLWAY AS SHOWN ON FINISH PLAN WWW.WFLOORING.COM WD -2 MFG: VENEER ONE, INC. (CONTACT: VICTOR GIAME PHONE: 516- 536 -6480 FAX: 516- 536 -6467) NAME: ANIGRE - SPECIFIC LOG NUMBER ON FILE TYPE: LIGHTLY FIGURED FLITCH: LOG #16572D -AS PER APPROVED CONTROL SAMPLE OF BUNDLE #49 (NO SUBSTITUTES - SEE PROJECT MANUAL) LOBBY MILLWORK SUBMIT SAMPLE FOR APPROVAL SEE PROJECT MANUAL (NO SUBSTITUTES) FLOOR MAT MT -1 MFG: MATS INC. NAME: SOFT GRID STYLE: 3/8" THICK, GRAY RUBBER MAT FRAME: RECESSED ALUMINUM "L- FRAME" VESTIBULES ALIGN TOP OF EDGE FRAME WITH TOP OF WOOD FLOORING SEE DETAIL ON 7/Al2.20 STONE/ GRANITE ST -1 MFG: STONE SOURCE (NO SUBSTITUTES) LOBBY/ HALLWAY AS SHOWN THINSET APPLICATION VT -2 (CONTACT: TONY BUTLIN - 617.666.7900) ON FINISH PLAN MFG: MAPEI "HARVEST ", NAME: LIMESTONE COLOR: NO. 06 WT -1 COLOR: RAMON YELLOW MEDIUM LOBBY, CONFERENCE ROOM, HALLWAYS (NO SUBS111U1ES) WT -2 TYPE: CROSS CUT, FILLED AND HONED OFFICE WINDOWS SIZE: 12" X 12" X 1/2" TACKBOARD TB_i NAME: TACKBOARD - FRAMELESS W/ WHITE MELAMINE EDGEBAND SUBSTRATE: 1/2" MICORE FABRIC WRAP: 'CARNEGIE XOREL' PAI ILRN #6423 STRIE, COLOR # F100 (UNBACKED) BREAK ROOM /EQUIPMENT AREA WWW.CARNEGIEFABRICS.COM TRANSITION STRIPS TR -1 MFG: JOHNSONITE NAME: MOONROCK COLOR: 29 SIZE: CEXXA FLOOR TRANSITIONS D f IC C O �I..A \CO* OW �� L 1000 WHITE BOARD WB -1 MFG: ALLIANCE TYPE: FRAMELESS - W/ WHITE MELAMINE EDGEBAND WHITE PORCELAIN STEEL ON 1/2" MDF. BREAK ROOM /EQUIPMENT AREA D f IC C O �I..A \CO* OW �� L 1000 CARPET C -1 MFG: LEES (CONTACT: SEAN MARTINS - PH: 617.721.0777) NAME: CL140 COLOR: 301 OFFICES, CORRIDOR, EQUIPMENT, AREA, & CONFERENCE RM. D f IC C O �I..A \CO* OW �� L 1000 HARD SURFACE FLOORING VT -1 MFG: ARMSTRONG NAME: EXCELON NUMBER 52139 COLOR: LIMESTONE BEIGE SIZE: 12" X 12" OPS EQUIPMENT ROOM BREAK ROOM STORAGE ROOM D f IC C O �I..A \CO* OW �� L 1000 VT -2 MFG: ARMSTRONG NAME: EXCELON NUMBER 52140 COLOR: CHALK WHITE SIZE: 12" X 12 BREAK ROOM EQUIPMENT ROOM ��� N OI`t1l C WI N B WINDOW TREATMENT WT -1 MFG: LUTRON NAME: SIVOIA QED ELECTRIC SHADES STYLE: ROLLER 100 SHADE TYPE: SHEERSHADE SHADE NAME: FIBERGLASS BASKETWEAVE 2 SHADE FABRIC P /N: SP- 12 -90 -10 SHADE OPENNESS FACTOR: 5% SHADE COLOR: OYSTER LOBBY, CONFERENCE ROOM, HALLWAYS GROUP SWITCHING OF LOBBY GROUP SWITCHING FOR CONFERENCE ROOM WT -2 MFG: LUTRON NAME: MANUAL SHADE STYLE: MANUAL CLUTCH SHADES SHADE TYPE: SHEERSHADE SHADE NAME: FIBERGLASS BASKETWEAVE 2 SHADE FABRIC P /N: SP- 12 -90 -10 SHADE OPENNESS FACTOR: 5% SHADE COLOR: OYSTER OFFICE WINDOWS FRONT GLAZING ELEVATION / / TEMPERED GLASS (SEE ELEVATIONS FOR PANEL SIZE AS SCHEDULED a W W 3 TYPICAL CORNER JOINT @ GLAZING N.T.S. TYPICAL GLASS JOINTS SCALE: NOT TO SCALE DT — SP_GLASJOINTS — NTS r , r r y TOP PIVOT BEYOND PATCH PANEL TOP & BOTTOM GLASS DOOR AS SCHEDULED 4 1 i a CLEAR SILICONE SEALANT AT PANEL JOINTS (TYP.) B TYPICAL BUTT • JOINT © GLAZING AND DRYWALL N.T.S. SCHEDULED PARTITION PROVIDE CLEARANCE FOR CONTINUOUS BASE AND HINGES WHERE OCCURS CLEAR SILICONE SEALANT AT PANEL JOINTS (TYP.) TEMPERED GLASS (SEE ELEVATIONS FOR PANEL SIZE) . °. a a a 1/4" MAX REFER TO WALL SECTIONS FOR DETAILS ALUMINUM CHANNEL GLASS AS SCHEDULED RE: RCP 4, B /GWB A HEAD /SILL@ SIDELITE SCHED. BOTTOM CHANNEL W/ BLACK SEALANT a REFER TO WALL SECTIONS FOR DETAILS OVERHEAD CLOSER IN ALUMINUM TUBE RE: RCP k B /GWB PAINTED ALUM. HEADER TUBE (PAINT TO MATCH ADJACENT GWB) B HEAD @ DOOR PARTITION AS SCHEDULED DOOR PULL - SEE HARDWARE SCHEDULE C SILL @DOOR 1 SCHEDULED FLOORING (REFER TO FINISH PLAN) TOP OF EXISTING SLAB • 4 VERTICAL SECTION a� GLASS DOOR 2 SCALE 6" = 1' -0" DT�R GLASS SPECIFICATION LOCATION REMARKS KEY SPECIFICATION LOCATION REMARKS D OB - 014 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT I Seal/Signature I Project Name Fidelity Investor Center - SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A00 -31 I Description FINISH SCHEDULE I Scale ©2008 Gensler Fidelity INVESTMENTS ISSUE FOR PERMIT AND CONSTRUCTION -RF( STEREO CHITE INDA M`RIA STATE OF WASHINGTON A00.31 One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP t2 2008 PERMIT CENTER ALIGN ALIGN HALLWAY 12' -8" 2c I® � r- i O 1 OFFICE b ' 107 107 CD , MANAGERS SIFFICE AIM "MI COAT 1' -4'N 111 OFFICE OFFICE A07.01 M A11.02 6' -4" CLR /HOLD WOMEN'S OPERATIONS A11.02 A07.04 A11.01 JANITOR/ LADDER LOBBY MEN'S\ 132 \ 7 Al2.40 Al2.42 1 A07.01 1 A07.02, HALLWAY OFFICE r L ■A11.02) 1 10_31:Mak. 1 111MEM A11.02 A11.01 136) STORAGE OFFICE A07.01 SUPPORT OFFICE ALIGN 3/4" BREAKROOM A11.01 A11.01 OFFICE A07.01 A07.01 ALIGN if HALLWAY ALIGN 4 ' -6 " OFFICE +A- 11' -7 1/4" V.I.F. ALIGN 11 EQ OFFICE ELECTRICAL OFFICE OFFICE OFFICE OFFICE OFFICE 127 KEY NOTES ® STARTING POINT OF PARTITION LAYOUT O LEVEL 5 FINISH REQUIRED FOR GRAPHICS. RE: FINISH PLAN AND GRAPHICS PACKAGE O PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG MILLWORK OR EQUIPMENT. SEE ELEVATION SHEETS. ® PROVIDE FIRE RETARDANT PLYWOOD TO 8' -0" A.F.F. PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR SUPPORT (RE: COM01) ® PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG FURNITURE BETWEEN 66" & 72" A.F.F. ® PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG TACK BOARD /WHITE BOARD. RE: FINISH SCHEDULE FOR SPEC. RE: ELEVATIONS FOR LOCATION. ® FIRE EXTINGUISHER CABINET OR PLUMBING FIXTURE TO BE LOCATED IN 6" STUD WALL. 0 CONFIRM CLEARANCES IN WALL CAVITY IS ADEQUATE FOR INSTALLATION OF PLUMBING FIXTURES Og NEW METAL HANDRAILS. PAINTED TO MATCH ADJACENT WALLS CI LINE OF SOFFIT ABOVE 11 MILLWORK PROVIDED BY OWNER. INSTALLATION BY G.C. © WINDOW SILLS TO BE P —LAM. 13 EXISTING STRUCTURAL CROSS BRACING. 14 BRACED FRAME LOCATION ABOVE CEILING © EXISTING LADDER SHEET NOTES 1. ALL PERIMETER WALLS TO BE SHEATHED WITH GYP. WALL BOARD EXTENDING TO UNDERSIDE OF DECK. 2. ALL PARTITIONS TO BE TYPE "C2S" U.O.N. 3. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE U.O.N. MAINTAIN DIMENSIONS MARKED "CLEAR ". ALLOW FOR THICKNESS OF FINISHES. 4. REFER TO FINISH PLAN FOR ALL WALL BASE CONDITIONS. 5. REFER TO PLUMBING DOCUMENTS FOR FIXTURE SCHEDULE. 6. REFER TO GRAPHICS PACKAGE FOR COORDINATION AND INSTALLATION OF SPECIAL FINISHES 7. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 8. REFER TO Al2.10 FOR PARTITION SCHEDULE AND PARTITION DETAILS. SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler SeaUSignature 1 Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH ... \CAD \Sheets \A02 -01 I Description CONSTRUCTION PLAN FIRST FLOOR Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION E 1' 2 4' A02.01 ©2008 Gensler REGISTERED 'WHITCCT 1 _i # 10. LINDA MO,RIAR - STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER Ref. North PO ALIGN ALIGN HALLWAY 12' -8" 2c I® � r- i O 1 OFFICE b ' 107 107 CD , MANAGERS SIFFICE AIM "MI COAT 1' -4'N 111 OFFICE OFFICE A07.01 M A11.02 6' -4" CLR /HOLD WOMEN'S OPERATIONS A11.02 A07.04 A11.01 JANITOR/ LADDER LOBBY MEN'S\ 132 \ 7 Al2.40 Al2.42 1 A07.01 1 A07.02, HALLWAY OFFICE r L ■A11.02) 1 10_31:Mak. 1 111MEM A11.02 A11.01 136) STORAGE OFFICE A07.01 SUPPORT OFFICE ALIGN 3/4" BREAKROOM A11.01 A11.01 OFFICE A07.01 A07.01 ALIGN if HALLWAY ALIGN 4 ' -6 " OFFICE +A- 11' -7 1/4" V.I.F. ALIGN 11 EQ OFFICE ELECTRICAL OFFICE OFFICE OFFICE OFFICE OFFICE 127 KEY NOTES ® STARTING POINT OF PARTITION LAYOUT O LEVEL 5 FINISH REQUIRED FOR GRAPHICS. RE: FINISH PLAN AND GRAPHICS PACKAGE O PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG MILLWORK OR EQUIPMENT. SEE ELEVATION SHEETS. ® PROVIDE FIRE RETARDANT PLYWOOD TO 8' -0" A.F.F. PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR SUPPORT (RE: COM01) ® PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG FURNITURE BETWEEN 66" & 72" A.F.F. ® PROVIDE FIRE RETARDANT BLOCKING IN WALL FOR WALL HUNG TACK BOARD /WHITE BOARD. RE: FINISH SCHEDULE FOR SPEC. RE: ELEVATIONS FOR LOCATION. ® FIRE EXTINGUISHER CABINET OR PLUMBING FIXTURE TO BE LOCATED IN 6" STUD WALL. 0 CONFIRM CLEARANCES IN WALL CAVITY IS ADEQUATE FOR INSTALLATION OF PLUMBING FIXTURES Og NEW METAL HANDRAILS. PAINTED TO MATCH ADJACENT WALLS CI LINE OF SOFFIT ABOVE 11 MILLWORK PROVIDED BY OWNER. INSTALLATION BY G.C. © WINDOW SILLS TO BE P —LAM. 13 EXISTING STRUCTURAL CROSS BRACING. 14 BRACED FRAME LOCATION ABOVE CEILING © EXISTING LADDER SHEET NOTES 1. ALL PERIMETER WALLS TO BE SHEATHED WITH GYP. WALL BOARD EXTENDING TO UNDERSIDE OF DECK. 2. ALL PARTITIONS TO BE TYPE "C2S" U.O.N. 3. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE U.O.N. MAINTAIN DIMENSIONS MARKED "CLEAR ". ALLOW FOR THICKNESS OF FINISHES. 4. REFER TO FINISH PLAN FOR ALL WALL BASE CONDITIONS. 5. REFER TO PLUMBING DOCUMENTS FOR FIXTURE SCHEDULE. 6. REFER TO GRAPHICS PACKAGE FOR COORDINATION AND INSTALLATION OF SPECIAL FINISHES 7. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 8. REFER TO Al2.10 FOR PARTITION SCHEDULE AND PARTITION DETAILS. SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler SeaUSignature 1 Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH ... \CAD \Sheets \A02 -01 I Description CONSTRUCTION PLAN FIRST FLOOR Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION E 1' 2 4' A02.01 ©2008 Gensler REGISTERED 'WHITCCT 1 _i # 10. LINDA MO,RIAR - STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER Ref. North CONFERENCE STORAGE OFFICE OFFICE ELECTRICAL 121 KEY NOTES O BACK FACE OF LIGHT COVE O OUTSIDE FACE OF WALL BELOW U3 CONTINUOUS LINE OF FIXTURES OMEN 11=111 MUNI F INDIRECT FLUORESCENT ARCHITECTURAL COVE SHEET NOTES 1. PLAN CUT AT 11' -0" A.F.F 2. REFER TO CONSTRUCTION PLAN FOR PARTITION TYPES Do897 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Scale 7768 I Protect Name Fidelity I NVESTAl1ENTS REGISTERED :RCHIlE((,T DA MRIARTY STATE OF WASHINGTON Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 CAD File Name ... \CAD \Sheets \A02 -01 a I Description LIGHT COVE PLAN FIRST FLOOR � 4' 8' 0 1 2 4 A02.01 a ©2008 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER GENERAL ,CONTRACTOR OTHERS PROVIDE INSTALL PROVIDE INSTALL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X r i gir 0 HALLWAY 108 n n Li n n L_ 4 0" CONFERENCE O f 4' -0" i1 vs 3 1' -0" STORAGE COAT ®! OFFICE 1 106 } 3 .._.. r,: ; COAT RACK---'rs' 105 i QFfICE COAT RACK--' OFFICE 104 ALL MANAGERS OFFICE 103 If TOAT RACK Lk :\ ®. S\ i 1 COAT RACK - '' ' • , N <\ \\. 112 113 LOCATI0 BASE F D 36 A.F.F. TYP. OPERATIONS 135 SECURITY MONITOR Ali 7 3" AFF 62" AFF ■ ED 54 "A.F.F 48 "A. F. F 42 Al. DIST 115 OUTLET 11 3C A.F.F. (TYP.) I 2" 3' -2" 1 -0" LAN 114 0 JANITOR/ LADDER LOBBY 101 18" A.F.F. 4' -6" 1 HALLWAY 116 VES11BULE 100 OFFICE gc 1 T r Nom 1. 11FraiLa ISO • L A .. • BREAKROOM OUTLET AT 66" A.F.F LOCATION OF BASE FEED SUPPORT OFFICE 129 .......... OFFICE 128 i 5 4 . % `\ 1 COAT RAC OFFICE 18 "A.F.F, G.F.I. HALLWAY 122 OFFICE 17\ I \ 4 0" 5555 / h N: 1 -0" EQEQ -o" v v y r f, ;S. OFFICE 5555 120 4\7, ; I J , V . � ELECTRICAL 121 OFFICE 123 OFFICE 124 OFFICE 125 OFFICE 126 OFFICE 127 D08 -431 KEY NOTES �i RE: COM01 FOR EQUIPMENT LAYOUT IN THIS AREA 0 POWER AND /OR TEL/DATA TO STUB UP THROUGH FLOOR TO RECEPTACLE FLUSH IN MILLWORK. COORDINATE EXACT LOCATIONS OF STUB —UPS WITH TEMPLATE OF MILLWORK O3 FLAT PANEL DISPLAY MOUNTED BEHIND GLASS RE: SHEETS A11.01 & Al2.41 FOR MORE INFORMATION O4 JUNCTION BOX MOUNTED ABOVE CEILING O5 CARD READER RE: SECURITY DRAWINGS 06 REFER TO ELECTRICAL DRAWINGS FOR ISOLATED GROUND INFORMATION SHEET NOTES KIOSKS AND ELECTRONIC MATS ADM AND ELECTRONIC MAT PHONE a/v PROJECTOR — POLE MOUNT A/V RACK — SEMINAR PRINTER — COLOR PRINTER: SMALL B &W SHREDDER MFD A/V RACK — OPS AREA FAX MACHINE POSTAGE METER TIME STAMP MACHINE CHECK SCANNER SAFE RECEIPT PRINTER PHONE — CORDLESS ELECTRIC STAPLER A/V — TV /MONITOR REFRIG./ FREEZER/ ICE MAKER GE MODEL NO. GTS22KCPWW SEE PLAN FOR DOOR SWING COFFEE MAKER. FILTERED WATER LINE BY GC. MICROWAVE GE MODEL NO. JEM31 WF EXTERIOR SIGNAGE DOCUMENT SCANNER PROJECTION SCREEN RE: A/V DRAWINGS FOR SPECIFICATION UNDER COUNTER REFRIGERATOR GE SPACEMAKER MODEL# GMR02BANWW PRINTER -- CHECKS 1. DEVICES LOCATED ON THIS SHEET ARE ARCHITECTURALLY — SENSITIVE. COORDINATE LOCATIONS OF ALL ELEC., TEL /DATA AND A/V DEVICES WITH ELEC. /AV DWGS. INCLUDE DEVICES SHOWN ON ELECTRICAL IF NOT SHOWN ON THIS SHEET IN QUANTITY TAKE —OFF. 2. RE: SHEET A11.01 FOR TYPICAL DEVICE MOUNTING HEIGHTS AND ALIGNMENT. 3. ALL OFFICE POWER AND DATA TO BE LOCATED APPROXIMATELY 4' -0" CENTER LINE FROM EDGE OF FURNITURE AT BACK WALL (RE: A6.01). 4. ALL SALES POWER AND DATA TO BE LOCATED 2' -4" CENTER LINE FROM BACK WALL. 5. SECURITY BY OTHERS. COORDINATE ALL DEVICE LOCATIONS WITH ARCHITECT AND GRAPHICS. 6. ALL ELEC., TEL /DATA AND A/V DEVICES & COVERPLATES TO BE WHITE. 7. REFER TO MILLWORK DETAILS FOR OUTLET LOCATIONS AT TRANSACTION DESK. 8. RE: A00.01 FOR SYMBOL LIST. SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue 01 SeaUSignature I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A03 -01 I Description POWER & COMM. PLAN FIRST FLOOR I Scale r ammiumm i mall 0 1' 2' 4' 8' A03.01 ©2008 Gensler REGISTERED 1 tiles,/ ARCHI ECI` A MO °TARTY STATE OF WASHINGTON Fidelity I IV VESTMENTS Date & Issue Description By Check 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKIMLA SFP, 1 2 2008 PERMIT CENTER CONFERENCE STORAGE A07.01 A07.01 6 FULL'. TILES 6 FULLI TILES 6 FULII TILES A07.01 ALLWAY OFFICE 6 FULL TILES f\/ + OFFICE Al2.30 LOBBY C HALLWAY 1 FULL TILE TILES ILITY C 7 FUU TILES HALLWAY dr w . TI EQ. A w i g A ill 1 I._ E3'-z}:' "' ACTT \ cr w EQ. IL 4 FULL TILES EQ. II \I w A i= A + 4l u II 8' -4" _" M. ACT1 cif w ti dr EQ. ' ,' TI 4 FULL TILES EQ. Ill H A A I + _ ® VIII 111 II di .... PM ACT1 c; w 1 I I EQ. I;' 4 FUL THIS EQ. - ACT1 c A ® w I jll II III A illl i L - 8 4 + 111-j _ w ,. OFFICE 129 EQ. 4 FULL TILES • E. A A c� w OFFICE VESTIBULE 100 OFFICE OFFICE OFFICE OFFICE ELECTRICAL OFFICE OFFICE OFFICE D08-y3 KEY NOTES 0 BEGIN FIXTURE LAYOUT HERE 0 COORDINATE LAYOUT OF LIGHT FIXTURES WITH CABLE TRAY AND RACK EQUIPMENT (RE: 02 /COMO1) 0 NOT USED. 0 NO CEILING IN THIS AREA 0 24" X 24" GRG ACCESS PANEL FINISHED FLUSH WITH GWB CHICAGO— METALLIC 8505.00 0 NOT USED 0 RECESSED PROJECTION SCREEN Og LINEAR DIFFUSER AS SCHEDULED 0 DASHED LINE INDICATES MILLWORK BELOW 0 SEE A02.O1A FOR LIGHTING AT LIGHT COVE >> DASHED LINE INDICATES LINE OF BACK FACE OF LIGHT COVE ABOVE. © ELECTRONIC WINDOW TREATMENT, WT -2 (REF: A00.31) 13 MANUAL WINDOW TREATMENT, WT -1 (REF: A00.31) Oc GI o ff ---- - - - FLUORESCENT TASK —UNDER �OM OP OR ® EXIT SIGN X RECESSED 2x2 INDIRECT COMPACT FLUORESCENT COMPACT FLUORESCENT DOWNLIGHT COMPACT FLUORESCENT DOWNLIGHT & WALLWASHER DIRECT SURFACE MOUNTED FLUORESCENT METAL HALIDE ACCENT LIGHT CABINET MOUNTING FLUORESCENT STRIP SHEET NOTES METAL HALIDE ADJUSTABLE ACCENT LIGHT COMPACT FLUORESCENT DOWNLIGHT W/ DECORATIVE LENS METAL HALIDE DOWNLIGHT FLUORESCENT STRIP 0 SPEAKER (REFER TO A/V DRAWINGS FOR INFORMATION) PS RECESSED MOTORIZED PROJECTION SCREEN (REFER TO A/V DRAWINGS FOR INFORMATION) PJ POLE MOUNTED PROJECTOR (REFER TO A/V DRAWINGS FOR INFORMATION) + CONCEALED SPRINKLER HEAD (SHOWN FOR COORDINATION ONLY. REFER TO FP DWGS.) 1.41 SIDEWALL CONCEALED SPRINKLER HEAD (SHOWN FOR COORDINATION ONLY. REFER TO FP DWGS.) SUPPLY AIR DIFFUSER (SHOWN FOR COORDINATION ONLY. REFER TO HVAC DWGS.) RETURN AIR GRILL (SHOWN FOR COORDINATION ONLY. REFER TO HVAC DWGS.) LAY —IN TYPE LINEAR SUPPLY AIR DIFFUSER. (SHOWN FOR COORDINATI ONLY. REFER TO HVAC DWGS.) TAPED —IN LINEAR SLOT DIFFUSER (SHOWN FOR COORDINATION ONLY. REFER TO HVAC DWGS.) 1. ALL CEILING HEIGHTS TO BE +8' -6 "AFF U.O.N. 2. REFER TO ENGINEERING DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. 3. ALL CEILING GRID TO BE ACT -1, U.O.N. 4. ALL LIGHT FIXTURES TO BE PLACED IN CENTER OF CEILING TILE, U.N.O. 5. DIMENSIONS SHOWN ARE FROM CENTER LINE OF LIGHT FIXTURE U.N.O. 6. CEILING GWB CONTROL JOINTS, IF REQUIRED, TO BE COORDINATED WITH ARCHITECT. PRIOR TO INSTALLATION 7. PROVIDE FIXTURE LENGTHS BASED ON FIELD MEASUREMENTS AT COVE & UNDER CABINET LIGHTING TO OBTAIN EVEN WASH OF LIGHT WITHOUT SHADOWS. 8. A/V INSTALLER TO REFER TO ARCH. DOCUMENTS FOR PLACEMENT OF EQUIPMENT/ SPEAKERS 9. REMOVE ALL EXISTING WINDOW TREATMENT. 10. COORDINATE LOCATION OF SECURITY DEVICES WITH ARCHITECT PRIOR TO INSTALLATION. 11. SEE GENERAL NOTES RE: A00.10. FOR ADDITIONAL CEILING INFORMATION. 12. SEE A00.01 FOR REFLECTED CEILING PLAN SYMBOL LEGEND. v CC SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I A Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION DC C OMp1 Ip C: w � A ,EP 20U'a C1�� t1f �'i IkWI�� r 1 Is Q 4 Seal/Signature 1 Protect Name 1 Protect Number ©2008 Gensler •. 7768 F REGISTERED 41,00'R EC T_ LINDA Mill RIARTY _STATE OF WASHINGTON Fidelity Investor Center — SOUTH SEATTLE BRANCH 11.6140.108 I CAD File Name ... \CAD \Sheets \A04 — 01 I Description REFLECTED CEILING PLAN FIRST FLOOR A04.01 One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF RECEIVED SEP 12 2008 PERMIT CENTER CONFERENCE STORAGE HALLWAY UTILITY MANAGERS OFFICE OFFICE OFFICE OFFICE OFFICE XX. N. MEN'S\ 132 OPERA11ONS JANITOR/ LADDER HALLWAY STORAGE OFFICE SUPPORT OFFICE HALLWAY LOBBY 1;k1ME_i� Ems' . R�'` !_ PA.'�ic�._- va,u.r...�ao..�.��a, n • e 1� •� E ,=. -. �""'c�@!' •p► emu. P3 EN 11 WWI prpr . : MiM VESTIBULE 100 OFFICE OFFICE OFFICE OFFICE ■ ELECTRICAL OFFICE OFFICE OFFICE OFFICE OFFICE 127 KEY NOTES U NOI USE 20 DIRECTION OF WOOD GRAIN 03 RE: AO8.O1 FOR TOILET ROOM FINISH PLAN ® NO CARPET TO BE VISIBLE IN FRONT OF TRANSACTION DESK AND ADJACENT DOOR. PROVIDE SECOND ROW OF STONE TILES AS REQUIRED 0 1/4" REVEAL © REFER TO 1/Al2.30 FOR PAINT TRANSITIONS AT SOFFIT DASHED LINE INDICATES LINE OF SOFFIT ABOVE ® NOT USED 0 DASHED LINE INDICATES LINE OF RECESSED BASE BELOW CI LEVEL 5 FINISH ® NOT USED. © IN THIS ZONE CUT NO MORE THAN 1" OF TILES AS REQUIRED TO MAKE UP DIMENSIONAL DIFFERENCE. BEGIN AND END WITH FULL TILES. 13 WINDOW SILLS TO BE P —LAM. 14 USE FULL TILES AT CORNERS. SHEET NOTES 1. ALL SPACES TO RECEIVE PAINT P1, BASE B1 & CARPET C1, UNLESS OTHERWISE NOTED. 2. RE: 7/Al2.1O FOR FLUSH P. LAM BASE DETAILS, WHERE P. LAM BASE OCCURS. 3. RE: Al2.2O FOR FLOORING TRANSITION DETAILS. o8Th7 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler IA C Qpt C�►;'�• :t A PFRO E v:2 2) /\ �nOB ay of 11� ='� BU I Seal/Signature 7768 I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED 4 ^ RCHITEC NDA M RIARTY STATE OF WASHINGTON ... \CAD \Sheets \AO5 -01 I Description FINISH PLAN FIRST FLOOR I Scale 0 1 2' 4' 8' A05.01 ©2008 Gensler Fidelity INVESTMENTS One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER al MU HALLWAY 108 n CONFERENC P)STORAGE 110 / / 109 El L \ i I \ I L /\ L \ n I \/ I L /\ COAT RACK � � 0,6FICE �� 107 COAT RACK Y �9PFICE 106 COAT RAC MA AGERS FICE C D N / I / I V I \ LI \ V W \ C=D N / I \LI \/ ICE I 105 COAT RACKJ"" 104 COAT RACK HALLWAY 112 UTILITY 113 134 c LOCATION OF BASE FEED OPERATIONS 135 115 DIST 1.6 1 LAN 114 JANITOR/ LADDER 133 r LOBBY 101 it `ZJ HALLWAY 116 Z 100 OFFICE 117 '/E911BULE 131 4' —g' 4' -9 OFFICE 129 \ /1 \/ I /\ / v L L OFFICE 118 IOCA�ION OF BA SUPPORT _s `— — N / I \/ -I I/\ COAT RACK OFFICE 128 1 CD 2. HALLWAY OFFICE OFFICE 119 ELECTRICAL OFFICE 123 OFFICE 124 OFFICE 125 OFFICE 126 OFFICE 127 I Ca) KEY NOTES SHEET NOTES 1. ISSUED TO G.C. FOR REFEERENCE ONLY 0 8 /437 I A I SeaUSignature 7 I Project Name I Project Number FURNITURE PLAN FIRST FLOOR I Scale ©2008 Gensler Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION CITY OF TUKWILA I ��— SEP, 12 4DA STATE OF WASHINGTON PERMIT CENTER Fidelity Investor Center — SOUTH SEATTLE BRANCH 11.6140.108 I CAD File Name ... \CAD \Sh eets \A06— 01 I Description I—, 8' 0 1 2 4 A06.01 REGISTERED ARCHITECT One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 I 12 1 - odk I V B.O. CLG. FINISHED CEILING AS SCHEDULED USG. NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED 2-1/2" MTL. STUDS 5/8" G.W.B. � 7' -10" B.O. HEADER USG. NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED CONTINUOUS ALUM. HEADER TUBE OVER DOOR ONLY – PAINTED TO MATCH ADJACENT WALL DOOR PULL IV 0 ' -011 T.O. FIN. FLOOR METAL STUD BOX COLUMN – 2 STUDS AND 2 TRACKS ir • u.......■...... ___..■■......■ ................1 LOBBY/ HALLWAY SIDE SCHEDULED WALL A2.01 5/8" G.W.B. COVE LIGHT FIXTURE AS SCHEDULED 3/4" F.T. PLYWOOD 2 "x2" METAL ANGLE 4 10 , -0" T.O. COVE r OFFICE SIDE MTL. STUDS 0 STRUCTURE BO s�TTO A GE OF :. WI1H 1' � f CO 11 � ;� J –BEAD 2 -1 /2" MTL. STUDS CEILING AS SCHEDULED EDGE SHADOW MOLD 5/8" G.W.B. CORNER BEAD BLOCKING AS REQUIRED G.W.B. FLUSH WITH HEADER TUBE 6" BOX BEAM HEADER W/ FT. WOOD BLOCKING CONTINUOUS OVER DOOR AND SIDELIGHT OPENING DOOR PULLS AS SCHEDULED GLASS DOOR AS SCHEDULED WALL AND BASE BEYOND AS SCHEDULED FINISHED FLOOR AS SCHEDULED FLASH PATCH FLOOR UNDER CARPET AS REQUIRED TO MAKE UP FOR DIFFERENCES IN MATERIAL THICKNESSES AT 4" VINYL BASE TO ACHIEVE CONTINUOUS, STRAIGHT, & LEVEL APPEARANCE AT VINYL BASE AS BASE RUNS ABOVE CARPET & CONTINUES AROUND — CORNER & ABOVE STONE. DASHED LINE INDICATES RECESSED VINYL BASE BELOW. VINYL BASE TO WRAP CONIIUOUSLY ARO D CORNER. ALLOW CLEARANCE AT GLASS SIDELIG AND DOOR FOR THICKNESS OF VINYL BASE / GLASS SIDELIGHT AS SCHEDULED GLASS DOOR AS SCHEDULED GLAZING CHANNEL PLAN DETAIL AT GREEN WALL SCALE: 1 1/2" —1 -O OFFICE SIDE LOBBY/ HALLWAY SIDE j4 12' B.O. CLG. FINISHED CEILING AS SCHEDULED 5/8" G.W.B. COVE LIGHT FIXTURE AS SCHEDULED 3/4" F.T. PLYWOOD 2 "x2" METAL ANGLE 4 10' -0" T.O. COVE N N USG NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED 2-1/2" MTL. STUDS 5/8" G.W.B. J –BEAD d -10" B.O. HEADER USG NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED F.T. WOOD BLOCKING AS REQ'D. d h 01 - 011 T.O. FIN. FLOOR LOBBY/ HALLWAY SIDE 1 "X 2" HIGH HAT CHANNEL W/ NEOPRENE SHIMS & BLACK SEALANT — O n • r , • F, dt_wa –plan SECTION SALES /GUIDANCE DOOR 7 SECTION SIDE LIGHTS – – SCALE: 1 1/2" —1 -0 dt wa– sec – cove– sidell SCALE: 1 1/2 – - dt_wa –sec cove door SCA _ ht 9 MTL. STUDS TO STRUCTURE A604E � f ►z�� voi-7 OFFICE SIDE IGN : .TTOM ECGE OF G.W :. WITH TOP OF COVE J –BEAD + 2-1/2" MTL. STUDS CEILING AS SCHEDULED EDGE SHADOW MOLD 5/8" G.W.B. CORNER BEAD BLOCKING AS REQUIRED 6" BOX BEAM HEADER W/ FT. WOOD BLOCKING CONTINUOUS OVER DOOR AND SIDELIGHT OPENING GLASS SIDELIGHT AS SCHEDULED WALL AND BASE BEYOND AS SCHEDULED FINISHED FLOOR AS SCHEDULED SCHEDULED WALL METAL STUD BOX COLUMN – 2 STUDS AND 2 TRACKS Qiik 121 -0" m t j B.O. CLG. FINISHED CEILING AS SCHEDULED 5/8" G.W.B. COVE LIGHT FIXTURE AS SCHEDULED 3/4" F.T. PLYWOOD 2 "x2" METAL ANGLE 4 10' -0" T.O. COVE N USG NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED d k6 1 - T.O. A.C.T. CLG. FINISHED BASE AS SCHEDULED 1/2" PLYWOOD SUB –BASE USG NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED FINISHED FLOOR AS SCHEDULED O I - T.O. FIN. FLOOR CONTINUOUS ACOUSTICAL SEALANT METAL STUD BOX COLUMN – 2 STUDS AND 2 TRACKS SCHEDULED WALL ABOVE 1/2" PLYWOOD SUB –BASE SCHEDULED VINYL BASE LOBBY/ HALLWAY SIDE ■ w r. !: t •i "4 -O n 1'........... 11 .. .......................i......I SIO OFFICE SIDE • v SECTION A T GREEN WALL ALE: 1 1/2 — 1 -0 d _ wa– sec –cove SC • ALIGN FINISHED FACE • • OF VINYL BASE WITH GLAZING CHANNEL MTL. STUDS STRUCTURE J –BEAD TO ABOVE OTTOM EDGE 0 WITH TOP OF CO 2-1/2" MTL. STUDS CEILING AS SCHEDULED EDGE SHADOW MOLD WALL AS SCHEDULED 2" x 2" MTL. ANGLE FINISHED BASE AS SCHEDULED FINISHED FLOOR AS SCHEDULED 6 PLAN 1/2 D E 1 TAIL AT GREEN WALL BASE SCALE: 1 — 12' -0" B.O. CLG. FINISHED CEILING AS SCHEDULED COVE LIGHT FIXTURE AS SCHEDULED 3/4" F.T. PLYWOOD 2 "x2" METAL ANGLE T.O. COVE FLASH PATCH FLOOR UNDER CARPET AS REQUIRED TO MAKE UP FOR DIFFERENCES IN MATERIAL THICKNESSES AT 4" VINYL BASE TO ACHIEVE CONTINUOUS, STRAIGHT, & LEVEL APPEARANCE AT VINYL BASE AS BASE RUNS ABOVE CARPET & CONTINUES AROUND/ CORNER & ABOVE STONE. VINYL BASE TO WRAP CONTIUOUSLY AROUND CORN ALLOW CLEARANCE AT GLASS SIDELIGHT AND DO FOR THICKNESS OF VINYL BASE GLASS SIDELIGHT AS SCHEDULED GLASS DOOR AS SCHEDULED GLAZING CHANNEL OFFICE SIDE LOBBY/ HALLWAY SIDE 3 S ECTION TRANSACTION COUNTER 1 SHEET NOTES 2 – 1 -0 dt wa – sec cove transaction SCALE. 1 1/ _ 5/8" G.W.B. USG NO. 200 –A METAL J –TRIM (OR EQUAL) TAPED & FINISHED 2-1/2" MTL. STUDS 5/8" G.W.B. CORNER BEAD LOBBY SIDE l i j T.O. FIN. FLOOR -0" • .1 %2" PL WOOD SUB BASE• SCHEDULED VINYL BASE SCHEDULED WALL ABOVE dt_wa –plan -base MTL. STUDS TO STRUCTURE a80VE— IGN : .TTOM ECGE OF G :. WITH TOP DFCO' J –BEAD 2 -1/2" MTL TRANSACTION SIDE STUDS TRANSACTION COUNTER SEE DETAILS ON Al2.40 METAL STUD BOX COLUMN – 2 STUDS AND 2 TRACKS SCHEDULED WALL KEY NOTES X08-'137 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature �... (3s I Project Name I Scale Fidelity INVESTMENTS REGISTERED A RCHrrECT INDA - •RIARTY STATE OF WASHINGTON Fidelity Investor Center – SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A07 -02 I Description INTERIOR WALL SECTIONS 0 6 1 1' 4' A07.01 ©2008 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY RECEIVED TUKWR.A SEP "I 2 2008 PERMIT CENTER MECHANICAL DUCTWORK REFER TO HVAC DWGS. CABINET UNIT HEATER AS SCHEDULED. REFER TO HVAC DWGS. LINEAR DIFFU . R AS SCHEDULED. FLANGE [1/T► QE TAPED AND FINISHED Ai._ ..t ...j s� _ +�..�...�. _.� .� A. 40_•__ .� .A....4 10111111111. . �► _ .l ....... .. ............. /11.A, -- = _ illi illi imi b, �0. .b► IF A. — — _- ....... WALL SECTION @ VESTIBULE SCALE: 1 1/2" = 1' WS_02.dwg KEY NOTES SHEET NOTES 1. REFER TO Al2.10 FOR ATTACHMENT OF METAL STUDS TO UNDERSIDE OF METAL DECK. 2. REFER TO Al2.30a FOR SUPPORT DETAILSAT SUSPENDED CEILINGS. 0 LI i** SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 7 713 I Project Name Fidelity I NVESTAIIENTS REGISTERED rRE T LINDA M RIARTY STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1` 2'2008 PERMIT CENTER Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A07 - 01 I Description EXTERIOR WALL SECTIONS I Scale 0 6" 1' 1' 4' A07.02 ©2008 Gensler A. EMI NMI MI MIN ® ■n NMI ® ®II MIN M1111 aqi EMI M mn ®Iii l LS1 ®ml 'mu EM Mp. ®n ® ®I I ■■n MIN MINIM Mh.14.1 WALLSECTION AT CURTAIN WALL SCALE: 1 1/2" =1 WS_03.dwg METAL STUD FRAMING, BRACE TO STRUCTURE ABOVE 5/8" GWB TO EXTEND TO UNDERSIDE OF MTL. DECK ABOVE. PROVIDE CONTINUOUS BEAD OF SEALANT © INTERSECTION OF WALL & MTL. DECK LINEAR DIFFUSER PLENUM BOX AS SCHEDULED 5/8" G.W.B. CEILING AS SCHEDULED LINEAR DIFFUSER AS SCHEDULED FLANGE TAPED AND FINISHED FIRE TREATED WOOD BLOCKING AS REQ'D. WINDOW TREATMENT AS SCHEDULED (WHERE REQ'D. REFER TO A04.01 FOR LOCATIONS & A00.31 FOR TYPE & FINISH.) CORNER BEAD CAULK TO MATCH GWB EXISTING STOREFRONT GLAZING AND FRAMING SCHEDULED WOOD FLOORING EXISTING CONCRETE SLAB illlu hIIIIlllituullilu lIIIIuIIIIltIIIIIP' . II ®I Mai 15 x1 IMES IBM m ®I EMI NMI 'si NMI MIMI MEI Ii ®I ®U WANI 174 r eAl 5/8" GWB TO EXTEND TO UNDERSIDE OF MTL. DECK ABOVE. PROVIDE CONTINUOUS BEAD OF SEALANT © INTERSECTION OF WALL & MTL. DECK OPAQUE FILM APPLIED TO INTERIOR SIDE OF GLASS. GMI #6522 BLACK MATTE VINYL. ACT CEILING AS SCHEDULED (RE: Al2.30a) CORNER BEAD WINDOW TREATMENT AS SCHEDULED (WHERE REQ'D. REFER TO A04.01 FOR LOCATIONS & A00.31 FOR TYPE & FINISH.) EXISTING STOREFRONT GLAZING AND FRAMING NEW WINDOW SILL, P —LAM OVER MDF W /CONTINUOUS 1 /4" REVEAL BELOW. SEALANT AT WINDOW (COLOR BY ARCHITECT) VERIFY DIMS. IN FIELD 5/8" GWB AS SCHEDULED BASE AS SCHEDULED SCHEDULED FLOORING EXISTING CONCRETE SLAB Al2.10 WALL SECTION @ OFFICE WINDOW SCALE: 1 1/2" =1' WS_03.dwg KEY NOTES 1. REFER TO Al2.10 FOR ATTACHMENT OF METAL STUDS TO UNDERSIDE OF METAL DECK. 2. REFER TO Al2.30a FOR SUPPORT DETAILSAT SUSPENDED CEILINGS. SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description 01 07/02/08 ISSUE FOR PER I Seal/Signature ©2008 Gensler 7708 2 REGIST ERED `1A ivi• TART STATE OF WASHINGTON I Project Number 11.6140.108 I CAD File Name ... \CAD \Sh eets \A07 -03 Description INTERIOR WALL SECTIONS One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 By Check CC BT vlIT AND CONSTRUCTION I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH / METAL STUD FRAMING, BRACE TO STRUCTURE � ABOVE 5/8" GWB TO EXTEND TO UNDERSIDE OF MTL. DECK ABOVE. PROVIDE CONTINUOUS BEAD OF SEALANT INTERSECTION OF WALL & MTL. DECK LINEAR DIFFUSER PLENUM BOX AS SCHEDULED 5/8" G.W.B. CEILING AS SCHEDULED LINEAR DIFFUSER AS SCHEDULED FLANGE TAPED AND FINISHED FIRE TREATED WOOD BLOCKING AS REQ'D. WINDOW TREATMENT AS SCHEDULED (WHERE REQ'D. REFER TO A04.01 FOR LOCATIONS & A00.31 FOR TYPE & FINISH.) EXISTING STOREFRONT GLAZING AND FRAMING 5/8" G.W.B. AS SCHEDULED BASE AS SCHEDULED FLOORING AS SCHEDULED WOOD BLOCKING AS REQUIRED METAL STUD FRAMING, BRACE TO STRUCTURE ABOVE 10' -0" B.O. CEILING 5/8" GWB CEILING AS SCHEDULED CORNER BEAD EXISTING STOREFRONT GLAZING AND FRAMING WALK —OFF MAT AS SCHEDULED CONCRETE SLAB WAL1 L 112 1 SECTION @ RM WINDOW WAL 1/2 ,SECTION AT WS DE ENTRANCE SIDE LIGHT SCALE 1 O4. SI d SCALE: wg 9 ral,l! f®.I . !!d®, !®®! .. ' NNMI = ": ,y MINI ✓ t. �IIAIA, k. . A. • ggg %% IiII A .A A �A� A � roar 'ruts rani I� !.REM r9 ®8I Illd# KEY NOTES SHEET NOTES WOAD FOR C.O PppR O%JO Cpl ILD1N MASON 1. REFER TO Al2.10 FOR ATTACHMENT OF METAL STUDS TO UNDERSIDE OF METAL DECK. 2. REFER TO Al2.30a FOR SUPPORT DETAILSAT SUSPENDED CEILINGS. OO8937 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler IA I SeallSignature I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sh eets \A07— 03 I Description INTERIOR WALL SECTIONS I Scale 06 "1' 1' 4' A07.04 ©2008 Gensler 7768 Fidelity INVESTMENTS Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED II 0 INDA A L3RIAI,T? STATEE OF WASHINGTON CITY�OF TUKWILA SEP, 1'2'2008 PERMIT CENTER One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 -0" MIN. 4' -0" MIN. MIN, i 3' -0" MIN. 4' -0" MIN. WING WALL DETAIL- FULL TILE SCALE: N.T.S EP_O1 _MULTI_USER.DWG v1IN TOILET 1/2 1 -0 ROOM DIMENSIONS & CLEARANCES SCALE. F TOILET PAPER Tr " MIN 1 5'-0" MIN. MIN. 11 O ALIGN 9 EQUAL TILES N 1 / ENLARGED TOILET ROOM PLAN SCALE: 1/2 — 1 -0 EN ED TOILET ROOM PLAN SCALE 1/2 -1 AL GN \ \ / 9 FULL TI i ES PP -01 PP 01 1 KEY NOTES QSTART WITH FULL TILES THIS SIDE TOILET ACCESSORIES SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK CONTURA SERIES B -4221 COAT HOOK BOBRICK B -212 36" GRAB BAR MOUNT HORIZONTAL BOBRICK B- 5806.99 42" GRAB BAR MOUNT HORIZONTAL BOBRICK B- 5806.99 RECESSED DUAL NAPKIN DISPENSER BOBRICK B- 43500C (FREE OPERATION) COUNTERTOP LIQUID SOAP DISPENSER BOBRICK B -822 RECESSED PAPER TOWEL DISPENSER BOBRICK B -4362 RECESSED TOILET TISSUE DISPENSER BOBRICK B -4388 FEMININE NAPKIN DISPOSAL BOBRICK B -270 NOT USED CEILING HUNG TOILET PARTITION MAINTAIN CLEARANCE OF 11" A.F.F. TO BOTTOM OF PARTITION RECESSED WASTE RECEPTACLE BOBRICK B -43644 18 "GRAB BAR. MOUNT VERTICALLY BOBRICK B- 5806.99 SHEET NOTES 08•y37 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler 1 / \ Issue Date & Issue Description 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Scale I Project Name I Protect Number 11.6140.108 ICAO File Name ©2008 Gensler , u114 °Fidelity lIVVE8TMENTS REGI STERED ,1RC HITECT I�► STATE OF WASHINGTON Fidelity Investor Center — SOUTH SEATTLE BRANCH ... \CAD \Sheets \A08 -01 I Description ENLARGED PLAN 06 "1' 2' A08.01 One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 By Check CI`rY OF RECEIVED SEP, 1 2 2008 PERMIT CENTER NORTH AT WOMEN'S ROOM 113 SCALE 1/2 -0 BULLNOSE TRIM I BULLNOSE TRIM (CT— (CT— 2) l t TILE COVE BASE 6" TALL BY 12" WIDE (CT -1. (MR -1 WEST,AT„WOMEN'S ROOM 113 SCALE 1/2 — 1 -0 (CT- 1)TILE COVE BASE 6" TALL BY 12" WIDE WEST„WOMEN'S ROOM 113 SCALE 1/2 -1 T,A -0 40 BULLNOSE T 9 2 " I N) (MR -1) - LC) ) TILE COVE BASE 6" TALL BY 12" WIDE (CT -1. 12 I ■ 0 [El 1 1 I BULLNOSE TRIM (CT -2 1 (CT 2)BULLNOSE TRIM CT -1) TILE COVE BASE 6" TALL BY 12" WIDE EAST . OMEN'S ROOM 113 AT ,W I SCALE. 1/2 -1 CT -2) BULLNOSE TRIM TILE COVE BASE 6" TALL BY 12" WIDE CT -1 EAST ,AT ,MEN'S ROOM 114 I SCALE. 112 — 1 -0 °J L) N) 12" ■ 0 L (CT -2) BULLNOSE TRIM (MR -1) BULLNOSE TRIM (CT -2) NORT A H AT MEN'S ROOM 114 SCALE: 1/2" 1' -0" I O WE S T, A T,. MEN'S ROOM 114 SCALE. 1/2 — -0 PAPER TOWEL DISPENSER TRASH RECEPTACLE BULLNOSE TRIM C CT -1) TILE COVE BASE 6" TALL BY 12" WIDE TILE COVE BASE 6" TALL BY 12" WIDE (CT —1 U I SCALE: 1/2" TYPICAL 1' -0 MOUNTING DIMENSIONS = 7 EAST AT MENS ROOM 114 SCALE: 1/2" = -0 " TILE COVE BASE 6" TALL BY 12" WIDE (CT v / UOILET PAPER DISP. SIGN I 6 TOILET ROOM SIGNAGE 2 3 TOILET ACCESSORIES SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK CONTURA SERIES B -4221 COAT HOOK BOBRICK B -212 36" GRAB BAR MOUNT HORIZONTAL BOBRICK B- 5806.99 42" GRAB BAR MOUNT HORIZONTAL BOBRICK B- 5806.99 RECESSED DUAL NAPKIN DISPENSER BOBRICK B- 43500C (FREE OPERATION) COUNTERTOP LIQUID SOAP DISPENSER BOBRICK B -822 RECESSED PAPER TOWEL DISPENSER BOBRICK B -4369 RECESSED TOILET TISSUE DISPENSER BOBRICK B -4388 FEMININE NAPKIN DISPOSAL BOBRICK B -270 NOT USED CEILING HUNG TOILET PARTITION MAINTAIN CLEARANCE OF 1' -0" A.F.F. TO BOTTOM OF PARTITION NOT USED SURFACE MOUNTED TOILET TISSUE DISPENSER B -4288 Dos - 1 37 1. TILES SHOWN ARE DIAGRAMMATIC AND NOT TO SCALE. 2. REFER TO A8.01 FOR TYPICAL MOUNTING HEIGHTS. JI• Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 I / \ issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I SeaUSignature I Project Name I Project Number R ARCHITECT L ` IDA MJRIART STATE OF WASHINGTON Fidelity Investor Center — SOUTH SEATTLE BRANCH 11.6140.108 CAD File Name ... \CAD \Sheets \A08 -01 Description BATHROOM ELEVATIONS I Scale r�� 0 6' 1' 2' 4' A08.02 ©2008 Gensler CITY OF RECEIVED SEP, 1° 2 2008 PERMIT CENTER A NORTH (cam LOBBY 101 SC ALE: 1/4" =1'- B.O. CLG. FIN. FLR. WEST,_ . H SCALE. 1/4 - -0 ALLWAY 122 F SOUT 9 HALLWAY 116 SCALE: 1/4H " = 1 u) co 0 / / / / / / / / \ -- (P -1)- cc� w (P -1)- -- (P -1) (P -1) w 4- C1 w E.Q. 2'-6" / r B - 1) 1 -t 0 ' —0 c.)' 2' -6" E E.Q. 6 EQ. DOORS 11 < - (P -3)- -- (GL-5) r'- /\ r\ / \/\ / \/ v / \ � /v \ vII / I 3' -0 1/2 HOLD /CLR I_I SOUTH , , OPERATIONS 135 ■ ■ SCALE. 1/4 1 NOTE: COORDINATE LOCATION OF OUTLETS WITH FINISH WALL PANEL JOINTS BEFORE SETTING OUTLETS IN GYPSUM BOARD /METAL STUD PARTITION 12" SPEAKER STROBE — COAT HOOK DOOR LEVER, PULL FINISH FLOOR TYPICAL MOUNTING HEIGHTS r` TYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS, THERMOSTATS, ETC. THERMOSTAT, INTERCOM, TELEPHONE OR 2ND ROW OF RECEPTACLES RECEPTACLES SECURITY KEY PAD P -2 CLG. \ B.O. SOFFIT. 0 — O u FIN. FLR. R CO E EQ. ( GL -4 ............ ............................... -- -(P -1) --- 0 CV TYPICAL LOCATION FOR OUTLETS, SWITCHES AND THERMOSTATS, ETC. AT CREDENZA OR COUNTERTOP 12 EQ DOORS LIGHT SWITCHES, DIMMERS, POWER AND TELEPHONE RECEPTACLE, ETC. CLUSTER VERTICALLY MOUNTED CREDENZA OR COUNTER FINISH FLOOR HOL 2" ! D HOLD 1/2" ' HOL 2n D /\ /\ /\ 7 \ /\ /_\ / \ / \ / \ / \ / \ / \ )1 8' -6 B.O. CLG. O -0" FIN. FLR. NORTH , I SCALE 1/4 — 1 OPERATIONS 135 PICAL LOCATION FOR POWER AND TELEPHONE OUTLETS AT WALL OR COLUMN FINISH FLOOR YPICAL WALL PANEL JOINT C 4343 POWER AND TELEPHONE RECEPTACLE & CLUSTER HORIZONTALLY ALIGNED, CENTERED BETWEEN PANEL JOINT 1 0' -0 B.O. CLG. , A O On FIN. FLR. 00 12' -0' B.O. CLG. 10' -O" T.O. CO 3.0. SOFFIT FIN. FLR. p EAST ,@BREAK 130 , SCALE. 1/4 1 -0 12' -0" B.O. CLG. B.O. CLG. 0 ' — ^ n FIN. FLR. B.O. CLG. J EAST ,@, CONFERENCE RM 109 SCALE. 1/4 -1 -0 4 GANG AV DEVICE (RE: AV & ELEC DWGS.) LIGHT SWITCHES (RE: ELEC.) 2 GANG AV DEVICE FIN. FLR. (RE: AV & ELEC DWGS.) POWER /TEL/ DATA (RE: COM & ELEC.) TYPICAL LOCATION FOR FIRE EXTINGUISHER AND WALL OUTLET SPEAKER STROBE ® 6' -8" A.F.F. O.C. THERMOSTAT (RE: HVAC) SPEAKER STROBE FIRE EXTINGUISHER CABINET WALL OUTLET FINISH FLOOR B SO 1'- PRINT /OPS 135 SCALE 1/4" (� G NORTH a� BREAK RM 130 SCALE 1/4" = 1' E STORA,GE SCALE. 1/4 - 136 - TYP. 1 -0 — (P -1)— ` o / 8' -6" B.O. CLG. FIN. FLR. K SOUTH , , CONFERENCE RM 109 SCALE. 5" 2" 2" 5" w 0 II' VAN IP NOTE: METAL STUD PLACEMENT MUST HOLD TO THIS CONFIGURATION TO ALLOW FOR PLACEMENT OF OUTLETS IN THIS POSITION. BACK TO BACK DEVICE LAYOUT i 0 8' -6" B.O. ACT 0' -O FIN. FLR. x a CY INN 4' -0" 0 10'-8LAIL B.O. CLG. KEY NOTES 0 0 0 0 0 0 11 12 GLASS PANELS GL -4 IN ROD SYSTEM GLASS DOOR RE: DOOR SCHEDULE ALUMINUM FRAME AND GLAZING SYSTEM FULL HEIGHT P'LAM BACKSPLASH (PL -2) LEVEL 5 FINISH REQUIRED FOR GRAPHICS. RE: FINISH PLAN AND GRAPHICS PACKAGE. 1/4" REVEAL FABRIC WRAPPED TACK BOARD RE: FINISH SCHEDULE WHITE BOARD RE: FINISH SCHEDULE FURNITURE BY OWNER FRP PANEL OPEN TO BEYOND FILE CABINETS BY OWNER 1 P —LAM PANEL FlN °F SHEET NOTES dos - Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description SeaUSignature 768 Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name \CAD \Sheets \A11 -01 I Description INTERIOR ELEVATION I Scale 0 1' 2' 4' ©2008 Gensler 01 07/02/08 CC BT II 4 D A RI RTY STATE OF WASHINGTON A11.01 ICI ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED ARP 'II" I" 1 8' CITY OF TUKWILA SEP, 12 2008 PERMIT CENTER One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 By Check 1(1-0" B.O. CLG. 0' -0" FIN. FLR. L NORTH HALLWAY 116 SCALE: 1/4" =1' 11M-0" B.O. CLG. 0' -0" FIN. FLR. N EAST ,@, H SCALE. 1/4 -1 -0 ALLWAY 122 EAST , @, H SCALE. 1/4 -1 -0 ALLWAY 108 NOTE: COORDINATE LOCATION OF OUTLETS WITH FINISH WALL PANEL JOINTS BEFORE SETTING OUTLETS IN GYPSUM BOARD /METAL STUD PARTITION )2' - r \ U' /\ (GL -5) / SPEAKER STROBE —COAT HOOK P 1 - (B -1) THERMOSTAT, INTERCOM, TELEPHONE OR 2ND ROW OF RECEPTACLES RECEPTACLES SECURITY KEY PAD DOOR LEVER, PULL FINISH FLOOR TYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS, THERMOSTATS, ETC. TYPICAL MOUNTING HEIGHTS -(B -1) -(B-1) E EQ., P -1 (GL -5 - (B - 1) CREDENZA OR COUNTER FINISH FLOOR TYPICAL LOCATION FOR OUTLETS, SWITCHES AND THERMOSTATS, ETC. AT CREDENZA OR COUNTERTOP (GL -5) LIGHT SWITCHES, DIMMERS, POWER AND TELEPHONE RECEPTACLE, ETC. CLUSTER VERTICALLY MOUNTED / _(B -1) PICAL LOCATION FOR POWER AND TELEPHONE OUTLETS AT WALL OR COLUMN \ FINISH FLOOR ICAL WALL PANEL JOINT w - (B - 1) - (B -1 ) (P - 1) (P - 1) - (B -1) -(B -1) - (B -1) CC) - (B -1) w (B -1) - - (B - 3) z / / POWER AND TELEPHONE RECEPTACLE & CLUSTER HORIZONTALLY ALIGNED, CENTERED BETWEEN PANEL JOINT / / _12' -0 "� B.O. CLG. O ' -0 " FIN. FLR. B.O. CLG. T.O. COVE B.O. SOFFIT 0' -0" FIN. FLR. - (B -1) A W JANITOR RM. 133 SCAL 1/4 = 1' -0" t) J TYPICAL LOCATION FOR FIRE EXTINGUISHER AND WALL OUTLET 4' -0" KEYPAD (RE: SEC 01) LIGHT SWITCH (RE: ELE.) AV CONTROL PANEL c° (RE: AV DRAWINGS) POWER OUTLET (RE: ELEC SPEAKER STROBE FIRE EXTINGUISHER CABINET WALL OUTLET FINISH FLOOR DEVICES FEC U J E OPS. ISLAND 135 p S OPS ,ISLAND 135 " ■ SC L 1/4 -1 -0 0 A SCAL 1/4 -1 -0 B.O. CLG. FIRE EXTINGUISHER CABINET FIN. FLR. I ELEVATION @ OPERATIONS 135 SCA — - 0 4P w —J CL 5" 2" 2" 5" - , Z W 0 .11.11111 ipso 411111111 1111111. w www NOTE: METAL STUD PLACEMENT MUST HOLD TO THIS CONFIGURATION TO ALLOW FOR PLACEMENT OF OUTLETS IN THIS POSITION. BACK TO BACK DEVICE LAYOUT a- • caf KEY NOTES O GLASS PANELS GL- 4 IN ROD SYSTEM 0 GLASS DOOR RE: DOOR SCHEDULE 0 ALUMINUM FRAME AND GLAZING SYSTEM ® FULL HEIGHT P'LAM BACKSPLASH (PL -2) O5 LEVEL 5 FINISH REQUIRED FOR GRAPHICS. RE: FINISH PLAN AND GRAPHICS PACKAGE. © 1 /4" REVEAL O7 FABRIC WRAPPED TACK BOARD RE: FINISH SCHEDULE ® WHITE BOARD RE: FINISH SCHEDULE 09 FURNITURE BY OWNER 10 FRP PANEL 11 OPEN TO BEYOND 12 FILE CABINETS BY OWNER 13 1" P -LAM PANEL SHEET NOTES boa -y37 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I SeaUSignature I Scale I Project Name Fidelity Investor Center - SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name ... \CAD \Sheets \A11 -01 I Description EXTERIOR ELEVATION r a l umi r immmu l 0 1 2 4' A11.02 ©2008 Gensler LINDA MORIARTY STATE OF INASHING;ON 1 Fidelity I JV VEST/NFNTS 77683 REGISTERED r -- AR ;HITS 8' One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1i 2 2008 PERMIT CENTER TYPICAL STUD HANGER 2 #8 SCREWS, TYP. BOTTOM OF MTL ROOF DECK — CONFIRM CONDITION IN FIELD L 2 1 /2" X 2 1 /2" X 16 G A. W/ (2) #8 SHEET METAL SCREWS AT 24" O.C. MAX.) STUD HANGER —SEE PARTITION DETAILS 2 #8 SCREWS, TYP. BOTTOM OF MTL ROOF DECK — CONFIRM CONDITION IN FIELD L 2 1 /2" X 2 1 /2" X 16 GA. W/ (2) #8 SHEET METAL SCREWS AT 24" O.C. MAX.) BRACING —SEE PARTITION DETAILS STUD HANGER/BRACE DETAIL SCALE: 1 1/2" — 1 DT_WA HEAD @ GWB 6" ABOVE CEILING SCALE: 3" = - 0" DT— WA_PTN— HEAD -6INCH (WIDTH TO MATCH PARTITION AS SCHEDULED) X 20 GA CONT. SLOTTED METAL SLIPTRACK BY SLIPTRACK SYSTEMS — ICC —ER -5344 PARTITION AS SCHEDULED STEEL DECK ABOVE T T T'T J L . ■ SOUND ATTENUTATION BLANKET HEAD = FULL HEIGHT GWB SCALE: 3" - „ DT_WA —PTN— HEAD —FULL V.I.F. PERIMETER WINDOW SILL SCALE: 3” =1' -0" DT_WA PERWIN METAL STUD SEISMIC BRACING AT 4' -0" O.C. MAX., STAGGERED, SECURED TO UNDERSIDE OF STRUCTURE ABOVE — SECURE TO TOP TRACK W/ 2 #10 SCREWS PER BRACE (SEE 13/Al2.10 FOR CONNECTION TO METAL DECK ABOVE) TOP TRACK SECURED TO BRACING SOUND ATTENUATION BLANKET CEILING AS SCHEDULED PARTITION AS SCHEDULED 2" X 16 GA. STRAP AT EACH VERTICAL STUD, TYP. CONTINUOUS ACOUS. SEALANT WHERE WALL IS PARALLEL TO FLUTED DECK, PROVIDE TYPE 'X' GYP. BD. CLOSURE PANEL CUT TO FLUTE CONFIGURATION PROVIDE ON BOTH SIDES PROVIDE MINERAL WOOL BATT INSULATION CUT TO SHAPE OF FLUTED DECK ON ALL VOID SPACES OF 1 —HR. (Sc 2 —HR. WALL TYPES (2) #8 SHEET METAL SCREWS © 24" O.C. MAX. EXISTING WINDOW SEALANT (COLOR TO MATCH ADJACENT WALL FINISH) WD. SHIM AS REQUIRED FOR LEVEL SILL PLASTIC LAMINATE SILL, PL -1, LINE OF SILL WITH PLYWOOD SUBSTRATE BELOW 1/4" X 1/4" PTD REVEAL, P -1 NEW 5/8" GWB EXISTING EXTERIOR WALL CONSTRUCTION 7 FRAMING TYPE "E" SCALE: 3" = 1'-0" DT_WA —PTN —E REFER TO PLANS N y REFER TO PLANS FLUSH PLAM BASE SCALE: 3" =1' -0" DT_WA — PLAM I 2 PARTITION @ MULLION • SCALE: 3" 1 DT WA — MULL SCHEDULED GWB 5/8" TYPE "X" GYP. BD. ON EA SIDE OF (2) 3 5/8" 20 GA. OVERLAPPING METAL STUDS © 16" O.C. (ICC— ER- 4943P) 5/8" TYPE "X" GYP. BD. ON EA SIDE OF (2) 3 5/8" 20 GA. OVERLAPPING METAL STUDS © 16" O.C. (ICC —ER- 4943P) RECESSED BASE AND SURFACE BASE TO ALIGN 2" X 2" MTL ANGLE MTL L —BEAD, TAPED & FINISHED PLYWOOD SCHEDULED BASE BA SE FRAMING TYPE "E'° 1 ® SCALE: 3" _ -0" DT WA —PTN —E —base SCHEDULED FINISHED FLOORING REFER TO 2/A07.01 FOR ALIGNMENT METAL RUNNER FASTEN TO SLAB W/ POWDER DRIVEN FASTENER " o, : MIN. PENETRATE 2' —O" O.C. (ICC — ESR -1663) '�— SCHEDULED PARTITION REFER TO FINISH PLANS FOR SCHEDULED BASE MTL. L —BEAD TAPED AND FINISHED RABBET 1/4" X 1/4" IN TOP OF PLAM BASE P. LAM. (PL -1) ON 5/8" PLYWOOD SCHEDULED FLOORING SCRIBE SOLID BLOCKING AT EACH STUD PARTITION AS SCHED. ALUMINUM SLIP TRACK — PAINT TO MATCH WALL. 3/8" MIN. THICK NEOPRENE GASKET. INSTALL TIGHT TO SLIP TRACK AND WINDOW (NO MECHANICAL FASTENERS) EXISTING STOREFRONT WINDOW PLAN 5 FRAMING TYPE "A" SCALE: 3" = 1' -0" DT— WA_PTN —A 6 FRAMING TYPE "B" SCALE: 3" =1' -0" DT_WA FRAMING TYPE "C" SCALE: 3" = 1' -0" DT_WA — PTN — C " 8 FRAMING TYPE "D" SCALE: 3" =1' -0" DT WA — PTN — rid EXISTING WALL CONSTRUCTION SCHEDULED GWB SCHEDULED BASE CONTINUOUS ACOUSTICAL SEALANT SCHEDULED FLOORING SOUND ATTENUATION BLANKET REFER TO A201 1 5/8" TYPE "X" GYP. BD. ON EA SIDE OF 2 -1/2" 20 GA. METAL STUDS © 16" (MAX) O.C. (ICC —ER- 4943P) (FOR FRAMING CONDITIONS 12' HIGH MAXIMUM) METAL RUNNER FASTEN TO SLAB W/ POWDER DRIVEN FASTENER 1/4"0, 3/4" MIN. PENETRATE 2' -0" O.C. (ICC —ESR -1663) SCHEDULED BASE ACOUSTICAL SEALANT SCHEDULED FINISHED FLOOR SOUND ATTENUATION BLANKET REFER TO A201 5/8" TYPE "X" GYP. BD. ON EA SIDE OF 3-5/8" 20 GA. METAL STUDS © 16" (MAX) O.C. (ICC —ER- 4943P) METAL RUNNER FASTEN TO SLAB W/ POWDER( DRIVEN FASTENER 1/4"0, 3/ 4" MIN. PENETRATE 2' -0" O.C. (ICC —ESR -1663) SCHEDULED BASE ACOUSTICAL SEALANT SCHEDULED FINISHED FLOOR FULL STUD THICKNESS SOUND ATTENUATION BLANKET REFER TO A201 5/8" TYPE "X" GYP. BD. ON EA SIDE OF 6" 20 GA. METAL STUDS © 16" (MAX) O.C. (ICC —ER- 4943P) METAL RUNNER FASTEN TO SLAB W/ POWDER DRIVEN FASTENER 1/4"0, 3/4" MIN. PENETRATE 2' -0" O.C. (ICC —ESR -1663) SCHEDULED BASE ACOUSTICAL SEALANT SCHEDULED FINISHED FLOOR KEY NOTES PARTITIO\ SCHEDULE " „ "C" "D" „ .1 .2 .4 .S FURRING CHANNEL 2 1/2" METAL STUD 3 5/8" METAL STUD 6" METAL STUD (2) 3 -5/8" OVERLAPPING METAL STUDS DENOTES GWB ONE SIDE DENOTES GWB TWO SIDES DENOTES (2) LAYERS GWB ON EACH SIDE DENOTES METAL STUDS TO EXTEND TO UNDERSIDE OF DECK ABOVE. GWB TO EXTEND TO 6" ABOVE CEILING DENOTES METAL STUDS TO EXTEND TO UNDERSIDE OF DECK ABOVE. GWB TO EXTEND TO UNDERSIDE OF DECK ABOVE EXAMPLE: C2S DENOTES 3 5/8" METAL STUDS WITH GWB ON BOTH SIDES. THE GWB SHOULD EXTEND TO 6" ABOVE THE ADJACENT CEILINGS. —ALL PARTITIONS TO BE C2S U.O.N. — PROVIDE PARTITION A1F AT ALL EXISTING WALLS U.O.N. — PROVIDE MOISTURE RESISTANT GWB AT ALL TILE SURFACES, REFER TO FINISH PLAN — ALL PARTITIONS TO RECEIVE SOUND ATTENUATION INSULATION, FULL STUD THICKNESS U.O.N 3 SHEET NOTES 1. METAL STUD SPACING TO BE 16" O.C., MAX. 2. METAL STUD GAUGE (THICKNESS) AND SPACING SHALL COMPLY WITH INFORMATION FROM THE MANUFACTURER, THE GYPSUM ASSOCIATION OR INFORMATION CONTAINED IN THE LATEST EDITION OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) MANUAL. STUD GAUGE AND SPACING SHALL BE DESIGNED TO ALLOW A MAXIMUM DEFLECTION OF L/360 FOR ANY PARTITION TO HAVE CERAMIC TILE APPLIED, OR L/240 FOR ALL OTHER PARTITIONS. PROVIDE CALCULA11ONS PREPARED BY LICENSED PROFESSIONAL ENGINEER. 3. IF PARTITION IS FIRE — RATED, MATCH MINIMUM STUD GAUGE AND SPACING TO MATCH THE REQUIREMENTS OF THE FIRE TEST. 4. PROVIDE ALL REQUIRED LATERAL BRACING RECOMMENDED BY THE MANUFACTURER, AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. 5. INSTALL MOISTURE RESISTANT GWB AT WALLS TO RECEIVE TILE, REFER TO A05.01 FINISH PLAN. toBLI ;!7 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler IA I Seal /Signature .,• 7768 I Project Name I Project Number 11.6140.108 I CAD File Name I Scale ©2008 Gensler INVESTMENTS Issue Date & Issue Description One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 By Check 01 07/02/08 CC BT ... \CAD \Sheets \Al2 -10 I Description PARTITION DETAILS Al2.10 ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED AR€141-TE r : DA l+ RIARTY I STATE OF WASHINGTON Fidelity Investor Center — SOUTH SEATTLE BRANCH RECEIVED CITY OF TUKWILA SEP, 12 2008 PERMIT CENTER 4 A TILE DETAIL ,SCALE: 3" =1' -0" ALUMINUM "L— FRAME" AS SCHEDULED. WALK —OFF MAT AS SCHEDULED EXISTING CONC. SLAB a• SCHEDULED PARTITION CERAMIC TILE WALL RE: TOILET RM ELEVATIONS COVE TILE BASE EPDXY GROUT ON FLOOR APPLICATIONS. NORMAL GROUT ON WALL APPLICATIONS. PROVIDE WATERPROOFING MEMBRANE WHERE SPACE BELOW IS OCCUPIABLE. PROVIDE FLASH PATCHING UNDER WALK —OFF MAT AS REQ'D. TO BRING WALK —OFF MAT UP LEVEL WITH FINISHED WOOD FLOOR. SLOPE OF FLASH PATCHING TO BE NO GREATER THAN 1/4" PER 1 -0" CARPET / WOOD FLOORING TRANS. SCALE: 6 " =1' -0" DT_FL CPT - DT_FL— CT —DTL SCHEDULED CARPET FLASH UP TO WOOD FLOORING, USE MATERIAL RECOMMENDED BY CARPET MANUFACTURER. 1/8" STAINLESS STEEL DIVIDER STRIP W/ NON— DIRECTIONAL FINISH SCHEDULED WOOD FLOORING W /GLUE —DOWN APPLICATION OVER CONCRETE & MOISTURE BARRIER •4 • a MOISTURE BARRIER A REQ'D. ON CONCRETE SLAB UNtIR AREAS RECEIVING SCHEDULED WOOD FLOORING PER MANUFACTURER'S RECOMMENDATIONS (SEE PROJECT MANUAL SECTION 09640) EXISTING CONCRETE SLAB . • • a 4,. WALKOFF MAT I WOOD FLOORING 7 CARPET „ / STONE FLOORING SCALE: 6 " =1 -0 " DT_FL - MATWD - SCALE: 6" = 1 DT_FL PROVIDE FLASH PATCHING UP TO WOOD FLOORING, USE MATERIAL RECOMMENDED BY STONE MANUFACTURER. DECOUPLING SHEET SLAB LEVELING COMPOUND SCHEDULED STONE FLOORING IF"'"/"/ V , , . Il • ° • ° EXISTING CONC. SLAB STONE TILE / WOOD FLOORING SCALE: 6" =1' -0" DT_FL STN - 5 SCHEDULED WOOD FLOORING W /GLUE —DOWN APPLICATION OVER CONCRETE & MOISTURE BARRIER MOISTURE BARRIER AS REQ'D. ON CONCRETE SLAB UNDER AREAS RECEIVING SCHEDULED WOOD FLOORING PER MANUFACTURER'S RECOMMENDATIONS (SEE PROJECT MANUAL SECTION 09640) 4 1/8" STAINLESS STEEL DIVIDER STRIP W/ NON — DIRECTIONAL FINISH SCHEDULED WOOD FLOORING W /GLUE —DOWN APPLICATION OVER CONCRETE & MOISTURE BARRIER . • ' . ° : 'MOISTURE BARRIE 'AS 'EQ'D. ON CONCRETE • ,•t • •' ,FAQ• IUNDEFF ,AREAS R ' IVING SCHEDULED • . ' ° ' ,WOOD •F1 OORING' PER' �I NUFACTURER'S �° • • RE1G'OMtNDATIONS PROJECT MANUAL " SECTION '09'640) 11 IIIIIII v • v : D v v v Illlll SCHEDULED DOOR JAMB BEYOND MARBLE SADDLE PORCELAIN TILE AS SCHEDULED ON THINSET APPLICATION v v D v v D v v v v ° D v D v v • v , v v EQ. EQ. III 1 .Q. v • 7 D v CARPET / CONCRETE TRANSITION SCALE: 6" =1'-0" DT_FL - CON - CPT E.Q. . ' • ' ° . a . ' • ' ° . � a '•' ° . • a '. ° . O . , a ° . • .•a • . • •• • .•a.• . . • .•a. • , a • .a.• a. • . . '•. a . ° . q ° . a • •.• q '. ° 'a - •' a ° '.7 ' ' a • ' • ° 'a - •' V ' ° . • • a ' • _ _ ,. _.n _.o.• ..•a.• . • .•a• CARPET / MARBLE SADDLE / TILE SCALE: 3" =1' DTJL— CPT - MAR —TILE CARPET AS SCHEDULED. CARPET TO BE 1/16" TALLER THAN STEEL STRIP TO AVOID TRIP HAZARD. FLASH PATCH UP TO STONE FLOOR. USE MATERIAL RECOMMENDED BY CARPET MANUFACTURER. EXISTING CONC. SLAB 4 �• . ° .4 4 1 • ° 4. '4 • 4, ' D , O b, O ° b , hh . T • I > . • .• • I >. ii v SCHEDULED DOOR SCHEDULED CARPET RESILIENT REDUCING STRIP. RE: FINISH SCHEDULE FOR SPEC. EXISTING CONCRETE FLOORING p v v EXISTING SLAB WITH r LEVELING COMPOUND AS REQUIRED BEVELED EDGE 1:2 MAX. SLOPE CARPET AS SCHEDULED FLASH PATCH UP TO MARBLE SADDLE, USE MATERIAL RECOMMENDED BY CARPET MANUFACTURER. PROVIDE CARPET EDGE SEALER TO PREVENT FRAYING 1/8" STAINLESS STEEL DIVIDER STRIP W/ NON— DIRECTIONAL FINISH DECOUPLING SHEET SLAB LEVELING COMPOUND STONE FLOORING AS SCHEDULED • *4 OF DOOR WHERE INDICATED SCHEDULED CARPET TRANSITION STRIP AS SCHEDULED. RESILIENT FLOORING AS SCHEDULED v EXISTING CONC. SLAB ° b , • I> • I> , CARP / RESILIENT TRANSITION SCALE: 6" =1' -0" DT CPT - VNL d V 4 1 KEY NOTES SHEET NOTES 1. REFER TO A00.31 FOR SCHEDULE OF FINISHES b3BL137 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler IA I Seal/Signature I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 CAD File Name ... \CAD \Sheets \Al2 -20 I Description FLOOR, BASE AND TRANSITION DETAILS I Scale Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION °Fidelity INVESTMENTS ass �• - REGISTERED RCHIi'ECT sue' NDA Iv RIART` STATE OF WASHfNG•1OPT 0 1" " 2 " 4 " 8 ,' Al2.20 ©2008 Gensler I6 ll One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 1' 2 2008 PERMIT CENTER REFER TO RCP PLAN FOR CEILING HEIGHT OFFICE SIDE / l OF PARTITION HEAD DTL. AT OFFICE 104 SCALE: 3" =1' -0" dt — wa — chan — head - SCHEDULED GWB WALL PARTITION CONTINUOUS BLOCKING 2" X 1" GLAZING CHANNEL W/ SEALANT CORNER BEAD ACOUSTIC LAY –IN CEILING TILE SYSTEM (AS SCHEDULED) 1/2" TEMP GLASS OFFICE FRONT, REFER TO ELEV.S FOR TYPE LINE OF PARTITION BEYOND 13 ECOPHON TILE / DIFFUSER DETAILS CORRIDOR TRANSITION SCALE 3 = 1 -0 DIFF SCALE: 3" = ALE. 3 1 DT_CL ACT — - GWB /ECOPHON TILE TRANSITION -H E A MOWN • c--1/47. . • • Fl LD VERIFY EXACT- . • TILE •DIMENSION•'...: z . z v, •.. . " �, lit . J :` /- CONCEALED PERIM. CLG. GRID ANGLE ECOPHON CEILING TILE AS SCHED. CORNER BEAD METAL FRAMING 4'. NOMINAL 'TILE; :' 1 • G.W.B / A.C.T. TRANSITION SCALE: 3" = 1' -0" DT — ACT — GWB EQ LINEAR DIFFUSER IN ECOPHON SCALE: 3/4" = 1'-0" DT — CL_LINDF DUCT (REFER TO MECH. DWGS.) CLG. T –GRID B LINEAR DIFFUSER AT ECOPHON TILE T GRID MEMBER NOTE: VERIFY DIMENSIONS OF LINEAR DIFFUSER TO COORDINATE WITH ECOPHON GRID SYSTEM 4' -0" LINEAR DIFFUSER REFER TO MECH. DWGS. GYP. BOARD SOFFIT ACOUSTIC CEILING TILE AS SCHED. CORNER BEAD METAL FRAMING SCHED. ACT CLG PAINT P -1 PAINT P -1 DIFFUSER AS SCHED. REFER TO MECH. DWGS. METAL STUD BRACING TO B.O. STRUCTURE ABOVE REFER TO RCP FOR CEILING HEIGHT CORNERS 0 FINISHED GWB TO MEET AND ALIGN AT CORNER. CORNER TOP OF— LIGHT COVE BEYOND. RE: A02.01a LIGHT COVE PLAN 5/8" GWB CEILING CORNER OF GREEN WALL BEYOND (RE: FIN PLAN). 1 REFER TO RCP a O RE: RCP L. RE: RCP RE: RCP RE: RCP 0 .. —J� 1 1 GWB „TO, ECOPHON TRANSITION SCALE 3 – -0 DT_CL– GWB –ECO GWB SOFFIT METAL FRAMING TO STRUCTURE ABOVE CEILING SUSPENSION SYSTEM RE� METAL STUD TRACK CORNER BEAD ALIGN SCHEDULED ACT CEILING PARTITION BEYOND REFER TO RCP FOR CEILING HEIGHT 5/8” GWB (AS SCHED) METAL FRAMING TO STRUCTURE ABOVE CORNER BEAD 5/8" GWB (AS SCHED.) ® GWB„ TO„ GWB CEILING TRANSITION SCALE. 3 TRH DT_CL– GWB –GWB RE: RCP METAL STUD FRAMING RE: RCP RE: RCP 5/8" GWB SOFFIT METAL FRAMING TO STRUCTURE ABOVE CORNER BEAD RE: RCP 5/8" GWB HEADER SCHEDULED CEILING MOUNTING PLATE AND HARDWARE MOTORIZED PROJECTION SCREEN FURNISHED BY A/V INSTALLER, INSTALLED BY G.C.; REFER TO RCP AND AV DRAWINGS FIN. CLG. RE: RCP RE: RCP FOR LOCATION 5 PAINT T RANSITIONS SOFFIT SCALE N.T DT -COVE SH – PT 11 7 LIGHT COVE ABOVE CREDENZA SCALE: 3 —1 -0 DT_CL — UFIXT RCP DETAIL @GLASS WING WALL .12 PROJECTION SCREEN RECESSED) $ LIGHT COVE IN RESTROOMS SCALE: 3" =1'-0" dt —c – g la ss – SCALE: 3" = 7' -0" DT —PRO 1 SCALE 3" = 1'-0" DT COVE —K II ", IT l PROVIDE CONTINUOUS FIRE TREATED WOOD BLOCKING FLUORESCENT STRIP LIGHT FIXTURE AS SCHEDULED 5/8" GWB CEILING AS SCHEDULED • .. _..:f CORNER BEAD MTL FRAMING PROVIDE CONTINUOUS FIRE TREATED WOOD BLOCKING, PAINTED WHITE, P4. FLUORESCENT STRIP LIGHT FIXTURE AS SCHEDULED BREAKMETAL. COLOR TO MATCH CEILING GRID. CREATE 3/4" LIP FOR CEILING TILE & GRID EDGE. ATTACH TO CONTINUOUS BLOCKING. CEILING AS SCHEDULED PARTITION AS SCHEDULED 1 2 KEY NOTES 3 SHEET NOTES X08 -y3 I / Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name Fidelity Investor Center – SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name .. \CAD \Sheets \Al2 -30 I Description TYPICAL CEILING DETAILS I Scale SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler 0 1" 2" 4" Al2.30 ©2008 Gensler ' til J fhl i t 1 �:L 1 i i I'I Fidelity INVESTMENTS 7768 REC;STERED ARCHITECT LINDA MORI /i Y STATE OF WISHING FON 8" l II111I41IIlliiII IlIlI' IIIIII! IIiI !IF One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF T SEP, 1:2 2008 PERMIT CENTER 8" MAX 12 GA. SPLAY WIRE STABILIZER BAR #12 GA VERTICAL WIRE ACOUSTICAL PANEL CEILING HEAVY -DUTY SUSPENSION SYSTEv1 ARMSTRONG "BERC" CLIP AT PERIMETER (REFER TO FINISH SCHED.) PERIv1ETER ANGLE (REFER TO FINISH SCHED.) ATTACHED WALL CEILING PERIMETER DETAIL SCALE: 3" =1' -0" DT_CLS — perim —dtl UN " MAX ATTACHED WALL LAY —IN LIGHT FIXTURE MAIN RUNNER CROSS RUNNERS IIIIIIIIIO/ S%% MAIN RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER NOTE: LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER UBC REQUIREMENTS WHERE LOADS ARE LESS THAN 5# PER FOOT & NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90' FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. le LIGHT FIXTURE INSTALLATION SCALE: 3" =1' -0" dt_CLS_Iight.dwg SECTION ANGLE CLIP — PINNED TO CEILING STRUCTURE & BOLTED TO VERTICAL COMPRESSION BRACE VERTICAL COMPRESSION BRACE MADE FROM .055 STEEL TUBING 12 GA. BRACE WIRES AT 45' IN FOUR DIRECTIONS — WIRES TIED TO GRID. SELF TAPPING DRIVE " 1 SCREW 2" SPRING CLIP .035 SPRING STEEL MAIN RUNNER "/////// /////////// CEILING GRID MAIN RUNNER ASCE 7.05 SEC. 13.5.6 SCALE: NTS dt_ACSE.dwg E—J TYPICAL 12 GAUGE HANGER WIRE COMPRESSION STRUT DETAIL SCALE: 3" =1' - 0" dt_CLS_comp_strut2.dwg STRUCTURE ABOVE 12 GA. VERTICAL WIRE HANGER CLIP ON END OF VERTICAL BRACE FOR SNAPPING & LOCKING ON MAIN RUNNER. ASCE 7.05 SEC. 13.5.6 Suspended Ceilings 13.5.6.1 Seismic Forces. The weight of the ceiling, Wp, shall include the ceiling grid and panels; light fixtures if attached to, clipped to, or laterally supported by the ceiling grid; and other components that are laterally supported by the ceiling. Wp shall be taken as not les than 4 psf (19N /m The seismic force, Fp, shall be transmitted through the ceiling attachements to the building structural elements or the ceiling- structure boundary. 13.5.6.2 Industry Standard Construction. Unless designed in accordance with Section 13.5.6.3, suspended ceilings shall be designed and constructed in accordance with this section. 13.5.6.2.1 Seismic Design Category C. Suspended ceilings in structures assigned to Seismic Design Category C shall be designed and installed in accordance with ASTM C635, ASTM C636, and the CISCA for Seismic Zones 0 -2, except that seismic forces shall be determined in accordance with sections 13.3.1 and 13.5.6.1. 13.5.6.2.2 Seismic Design Categories D through F. Suspended ceilings in Seismic Design Categories D, E, and F shall be designed and installed in accordance with ASTM C635, ASTM C636, and the CISCA for Seismic Zones 3 -4 as modified by the following: a. A heavy duty T -bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less than 2.0 in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 0.75 in. (19 mm) clearance from the wall and shall rest upon and be free free to slide on a closure angle. c. For ceiling areas exceeding 1,000 FT (92.9 m horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. EXCEPTION: Rigid breaces are permitted to be used instead of diagonal splay wires. Braces and attachements to the structural system above shall be adequate to limit relative lateral deflections at point of attachement of ceiling grid to less than 0.25 in. (6 mm) for the loads prescribed in Section 13.3.1. d. For ceiling areas exceeding 2,500 ft (232 m a seismic separation joint or full height partition that breaks the ceiling up into areas not exceeding 2,500 ft shall be provided unless structural analyses are performed of the ceiling bracing system for the prescribed seismic forces that demonstrate ceiling system penetrations and closure angles provide sufficient clearance to accommodate the anticipated lateral displacement. Each area shall be provided with closure angles in accordance with item 2 and horizontal restraints or bracing in accordance with item 3. e. Except where rigid braces are used to limit lateral deflections, springier heads and other penetrations shall have a 2 in. (50 mm) oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1 in. (25 mm) in all horizontal directions. Alternatively, a swing joint that can accommodate 1 in. (25 mm) of ceiling movement in all horizontal directions is permitted to be provided at the top of the sprinkler head extension. f. Changes in ceiling plan elevation shall be provided with positive bracing. g. Cable trays and electrical conduits shall be supported independently of the ceiling. h. Suspended ceiling shall be subject to the special inspection requirements of Section 11A.1.3.9 of this standard. 13.5.6.3 Integral Construction. As an alternate to providing large clearances around sprinkler system penetrations through ceiling systems, the sprinkler system and ceiling grid are permitted to be designed and tied together as an integral unit. Such a design shall consider the mass and flexibility of all elements involved, including the ceiling system, sprinkler system, light fixtures, and mechanical (HVAC) appurtenances. Such design shall be performed by a registered design professional. NOTE: This project is located in Seismic Zone 4 BOTTOM OF STRUCTURE ABOVE. NOTES: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12' -0 ". 3. FIRST BRACING POINT WITHIN 6' -0" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. SEISMIC BRACING CEILING SCALE: 3" =1' -0 dt_CLS_ racing.dwg 4 '_ 0 " MAX.' TYPICAL 12 GA. HANGER WIRE SET IN CONC. SLAB ABOVE COMPRESSION STRUT PER ICC ES LEAGACY REPORT #ER -6070 TWO 12 GA. SPLAY WIRES AT 45' PARALLEL TO CROSS TEES 12' -0" LOCKING CROSS TEES AT 4' -0" O.C. TYP.-i A, NOTE: TIE ADJACENT WALLS TO CEILING MAIN & CROSS RUNNER NOTE: INSTALL CLG. GRID USING NO.12 GA. SPLAY WIRE HANGERS 0 45,90 DEGREE TO EA. OTHER (4 WIRES) BEGINING 4' -0" FROM STARTING POINT OF GRID & TILE LAYOUT AND IN BOTH DIRECTIONS 0 12' -0" THEREAFTER 6 SUS PENDED CLG. BRACING SYSTEM 2 SCALE: N.T.S. dt_CLS_bracing2.dwg -9� MAIN TEES AT 4' -0" O.C. STEEL WIRES 4 DIAGONAL © 45 1 VERTICAL COMPRESSION STRUT DETAIL SCALE: 3" =1' - 0" dt_CLS_comp_strut1.dwg WALL SEE COMPRESSION STRUT DETAILS ACOUSTICAL TILE CEILING AND METAL TEE 3/8 " MIN. CLR. CROSS OR MAIN RUNNER COMPRESSION STRUT ACOUSTICAL TILE CLG. ON SUSPENDED GRID SYSTEM ANGLE CLIP— PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE COMPRESSION STRUT SEE CEILING BRACING DETAIL FOR SPACING REQUIRMENTS (NO SPLICING) TWO 12 GA. SPLAY WIRES AT 45' PARALLEL TO MAIN TEES 1 1/2' METAL CHANNEL AT 4' -0' O.C. METAL FURRING CUPS U.S.G. METAL FURRING CHANNEL AT 2' -0" O.C. 5/8" TYPE "X" GYPSUM BOARD NON -RATED 8 GYPSUM BOARD CEILING DETAIL SCALE: 3" = 1' -0" dt_CLS wb . d wg 9 MAX. 1 TYP. HANGER WIRES AT 4' -0" O.C. LATERAL SUPPORT SHALL BE PROVIDED BY (4) WIRES (10 GA. MIN.) SPLAYED IN FOUR DIRECTIONS 90' APART CONNECT TO MAIN RUNNER AT 2" MAX. FROM CROSS- RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45' FROM PLANE OF CEILING. INSTALL LATERAL SUPPORTS AT 8' -0" INTERVALS EA. DIRECTION W/ FIRST POINT AT 4' -O" MAX. FROM EACH WALL. 12 GA. VERTICAL WIRE 0 4' -0' O.C. VERTICAL SUPPORT SHALL COMPLY WITH CHAPTER 25 OF THE 2006 INTERNATIONAL BUILDING CODE, WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS- RUNNERS AND ENDS OF CROSS- RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED AT 8' MAX. FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL. 1/2'0 RIGID CONDUIT STRUTO EA. (4) WIRE BRACE LOCATION 0 8' -0" O.C. KEY NOTES 3 SHEET NOTES b0 er 9 1 "1 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name .. \CAD \Sheets \Al2 -30a I Description CEILING DETAILS I Scale 0 Fidelity INVESTMENTS 776€3 1 REGISTERED . RCHITECT A M RIART STATE OF WASHINGTON! III ► „ $„ 0 1 2 4 Al Al 2.30a ©2008 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP, 1`2 2008 PERMIT CENTER RECESSED PANEL FINISH: PL 1 FRONT PANEL FINISH: WD -2 VENEER TO WRAP HORIZONTAL SURFACE PL -1 ELEVATION TRANSACTION DESK 13 PLAN , TRANSACTION DESK 1/2" _ ' — SCALE: 1 = -0 SCALE: 1 1/2 — 1 -0 DT_MW— TRANSACT ED03 COUNTER BEYOND f 2 1/2" I I OVER 3/4" THK PLYWOOD WD -2 VENEER TO EXTEND TO WRAP HORIZONTAL SURFACE. 1 /8" X 1 /8" QUIRK, S.T.M. PL -1 SEAM LOCATION FOR QS -1 OP LINE OF BASE AND RECESSED P'LAM. BELOW. EQ. (PL 1) its (Qs - 1) r (PL -1) ELEVATION TRANSACTION DESK 0114 ELE VAT O IPN @ TRANSACTION DESK 1/2" _ _ — SCALE: SCALE: 1 112 — - DT_MW TRANSACT ED04_L (PL -1) TYP. ELE yiky o lON @ TRANSACTION DESK SCALE: 1 (PL -1 MONITOR J S-6" 2' -5" (PL 1) BASE, TYP. SLIDING SHELF ON DRAWER GLIDES 3/4 —4" MONITOR 1-r LL , 3' -6" 1 J KEYBOARD ll DT_MW— TRANSACT —PD01 _L DT— MW_TRANSACT —ED01 _L DT— MW_TRANSACT— ED02_L 1 2 KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK 0 CAM LOCK WITH NICKEL PLATED FINISH ® CPU HOLDER — MFG: HUMANSCALE CPU 500 0 STUB UP FOR ELECTRICAL AND TEL /DATA TO BE LOCATED IN VOID SPACE OF DESK. G.C. TO COORDINATE LOCATION WITH TEMPLATE OF MILLWORK ® 3/8" WIDE X 8" LONG SLOT IN DRAWER. 70 DRAWER PULL TO MATCH CREDENZA PULLS— SEE SHEET 12.41 ® 2 —GANG POWER OUTLETS FLUSH IN MILLWORK TO BE INSTALLED BY ELECTRICIAN IN FIELD. G.C. TO COORDINATE INSTALLATION. REFER TO A03.01 AND ELECTRICIAL DRAWINGS FOR COORDINATION. 1 —GANG TEL /DATA JACK FLUSH IN MILLWORK TO BE INSTALLED BY ELECTRICIAN AND TEL /DATA CONTRACTOR IN FIELD. G.C. TO COORDINATE INSTALLATION. REFER TO A03.01, COM 01, AND ELECT. DWGS. FOR COORDINATION. CI ADJUSTABLE SHELF 11 PULL TO MATCH CREDENZA PULL. REFER TO KEYNOTE #2 ON Al2.41 SHEET NOTES 1. ALL QUARTZ SURFACE COUNTERTOPS TO BE TYPE QS -1. 2. ALL EXPOSED EDGES OF MILLWORK TO BE VENEER TYPE WD -2 3. REFER TO DRAWING A00.30 FOR FINISH LEGEND AND KEY TO FINISH MATERIALS b 0 'P i SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name .. \CAD \Sh eet s \Al2— 40_L I Description TRANSACTION COUNTER DETAILS I Scale Fidelity IN VESTMENTS 7763 Oc 2008 Gensler LINDA MO PIA' STATE OF WASHINGTON 1 Al2.40 REGISTERED ARCHITECT One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 RECEIVED CITY OF TUKWILA SEP, 12 2008 PERMIT CENTER 3/4 " THICK §LIDING 1111/2 SHELF ON DFIAWER ' GLIDES J / — 7/,7 /// / /// : :- -__- -- _. —= J /// //I 1/1/ /// (- PRINTER (BY OWNER) I 4 " X J 1 1 33.4. 21/2" f EQ. i . EQ. SECTION AT TRANSACTION COUNTER SECTION AT TRANSACTION COUNTER 1 SCALE: 1 1/2" _ 1 - D T_MW TRANSACT SEC04 - - SCALE: 1 1/2" - - DT_MW_TRANSACT -SECO3 3/4' PLYWOOD CONSTRUCTION QS -1 COUNTER TOP ( PL1 B SECTION, JOINT AT HORIZONTAL - VERTICAL TRANSITION DIRECTION OF GRAIN 4" RABBET IN EDGE OF UPPER SURFACING MATERIAL & SUBSTRATE. PAINT BACK OF RABBET TO MATCH COLOR OF SURFACE MATERIAL ( -1) Cl PL1 ) 7b 12.40a QUARTZ SURFACE EDGE DETAIL QUARTZ SURFACE EDGE DETAIL SCALE: 6" - 1 -0 , DT_MW CONTINUE SAME VENEER DIRECTION ON HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. (PL1) SOLID WOOD TO MATCH I Y� SPECIES & j� COLOR VENEER A SECTION AT IN -LINE JOINT M cra r) 0 a 0 I 1' -4 2' -6" 4 ' �" 2 2' -6" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING EQUIPMENT (BY OWNER) 2' -6" 2' -4" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING 1/4" QUIRK TRANSITION / FULLY REMOVABLE SIDE PANEL FOR ACCESS TO WIRING 1 k• i_ :kr' II 1 I / 10" SECTION , AT TRANSACTION COUNTER 2 SCALE: 1 1/2" - - DT_MW TRANSACT SECO2 7 SECTION AT TRANSACTION COUNTER 3 SHEET NOTES SCALE: 1-1/2" = 7'-0" DT_MW TRANSACT - SEC01 10" I 3" DIA. HOLES FOR WIRING (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. SEE DETAIL 7c/Al2.40a FOR EDGE DETAIL COUNTER BEYOND 3/4" PLYWOOD CONSTR. WITH HARDWOOD EDGE FINISH 1/8" GROOVE FOR EQ. SPACED 5MM SHELF PINS 0 cV 3/4 "THK. PLYWOOD. FINISH: wn`) t irrR , II \I..JI 1. ��VL. i VLi \LLI\ TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW 3" DIA. HOLES FOR WIRIN (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW SECTION - AT TRANSACTION COUNTER ,4, SCALE. 1 112 -1 0 DT MW- TRA NSACT SFCO5 KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME ® CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK ® PREPARE CUTOUTS FOR POWER /TEL /DATA ® CPU HOLDER - MFG: HUMANSCALE CPU 500 O NOT USED O ACCURIDE CBERGO TRAY 200 0 HAFELE UNDERCUYT FULL EXTENSION W /QUICK RELEASE N0.423.57.846 1. ALL QUARTZ SURFACE COUNTERTOPS TO BE TYPE QS -1. 2. ALL EXPOSED EDGES ON CUSTOMER FACING SIDE OF MILLWORK TO BE VENEER TYPE WD -2. 3. REFER TO DRAWING A00.30 FOR FINISH LEGEND AND KEY TO FINISH MATERIALS " 0 8-- )w Fidelity / NVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 77 I Project Name 8 I Protect Number I Scale ©2008 Gensler REGISTERED RCHI:r INDA ► ORIARUr STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP, "I 2 2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH 11.6140.108 I CAD File Name .. \CAD \Sheets \Al2 -40a I Description MILLWORK AND MISCELLANEOUS DETAILS Al 2.40a r \ u •Nr if AWAY I - F 1 1 I 1 I WIRING 1 1/8" X 1/8" QUIRK, ' \ S.T.M. / I I 4 � FULLY REMO ABLE / i \ 3" DIA. HOLES FOR \--„,,,. WIRING (2) PER STUD PULLED THROUGH TO RECEPTACLES MOUNTED FLUSH IN MILLWORK CONDUIT STUB BACK PANEL F I ii; J (RE: ELEC.) ' "" I +� [if, I I I I 3/4 " THICK §LIDING 1111/2 SHELF ON DFIAWER ' GLIDES J / — 7/,7 /// / /// : :- -__- -- _. —= J /// //I 1/1/ /// (- PRINTER (BY OWNER) I 4 " X J 1 1 33.4. 21/2" f EQ. i . EQ. SECTION AT TRANSACTION COUNTER SECTION AT TRANSACTION COUNTER 1 SCALE: 1 1/2" _ 1 - D T_MW TRANSACT SEC04 - - SCALE: 1 1/2" - - DT_MW_TRANSACT -SECO3 3/4' PLYWOOD CONSTRUCTION QS -1 COUNTER TOP ( PL1 B SECTION, JOINT AT HORIZONTAL - VERTICAL TRANSITION DIRECTION OF GRAIN 4" RABBET IN EDGE OF UPPER SURFACING MATERIAL & SUBSTRATE. PAINT BACK OF RABBET TO MATCH COLOR OF SURFACE MATERIAL ( -1) Cl PL1 ) 7b 12.40a QUARTZ SURFACE EDGE DETAIL QUARTZ SURFACE EDGE DETAIL SCALE: 6" - 1 -0 , DT_MW CONTINUE SAME VENEER DIRECTION ON HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. (PL1) SOLID WOOD TO MATCH I Y� SPECIES & j� COLOR VENEER A SECTION AT IN -LINE JOINT M cra r) 0 a 0 I 1' -4 2' -6" 4 ' �" 2 2' -6" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING EQUIPMENT (BY OWNER) 2' -6" 2' -4" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING 1/4" QUIRK TRANSITION / FULLY REMOVABLE SIDE PANEL FOR ACCESS TO WIRING 1 k• i_ :kr' II 1 I / 10" SECTION , AT TRANSACTION COUNTER 2 SCALE: 1 1/2" - - DT_MW TRANSACT SECO2 7 SECTION AT TRANSACTION COUNTER 3 SHEET NOTES SCALE: 1-1/2" = 7'-0" DT_MW TRANSACT - SEC01 10" I 3" DIA. HOLES FOR WIRING (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. SEE DETAIL 7c/Al2.40a FOR EDGE DETAIL COUNTER BEYOND 3/4" PLYWOOD CONSTR. WITH HARDWOOD EDGE FINISH 1/8" GROOVE FOR EQ. SPACED 5MM SHELF PINS 0 cV 3/4 "THK. PLYWOOD. FINISH: wn`) t irrR , II \I..JI 1. ��VL. i VLi \LLI\ TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW 3" DIA. HOLES FOR WIRIN (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW SECTION - AT TRANSACTION COUNTER ,4, SCALE. 1 112 -1 0 DT MW- TRA NSACT SFCO5 KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME ® CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK ® PREPARE CUTOUTS FOR POWER /TEL /DATA ® CPU HOLDER - MFG: HUMANSCALE CPU 500 O NOT USED O ACCURIDE CBERGO TRAY 200 0 HAFELE UNDERCUYT FULL EXTENSION W /QUICK RELEASE N0.423.57.846 1. ALL QUARTZ SURFACE COUNTERTOPS TO BE TYPE QS -1. 2. ALL EXPOSED EDGES ON CUSTOMER FACING SIDE OF MILLWORK TO BE VENEER TYPE WD -2. 3. REFER TO DRAWING A00.30 FOR FINISH LEGEND AND KEY TO FINISH MATERIALS " 0 8-- )w Fidelity / NVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 77 I Project Name 8 I Protect Number I Scale ©2008 Gensler REGISTERED RCHI:r INDA ► ORIARUr STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP, "I 2 2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH 11.6140.108 I CAD File Name .. \CAD \Sheets \Al2 -40a I Description MILLWORK AND MISCELLANEOUS DETAILS Al 2.40a r \ u u - F / I I 4 � FULLY REMO ABLE / i \ \ BACK PANEL F I ii; J � ' "" I I I 21/2" f EQ. i . EQ. SECTION AT TRANSACTION COUNTER SECTION AT TRANSACTION COUNTER 1 SCALE: 1 1/2" _ 1 - D T_MW TRANSACT SEC04 - - SCALE: 1 1/2" - - DT_MW_TRANSACT -SECO3 3/4' PLYWOOD CONSTRUCTION QS -1 COUNTER TOP ( PL1 B SECTION, JOINT AT HORIZONTAL - VERTICAL TRANSITION DIRECTION OF GRAIN 4" RABBET IN EDGE OF UPPER SURFACING MATERIAL & SUBSTRATE. PAINT BACK OF RABBET TO MATCH COLOR OF SURFACE MATERIAL ( -1) Cl PL1 ) 7b 12.40a QUARTZ SURFACE EDGE DETAIL QUARTZ SURFACE EDGE DETAIL SCALE: 6" - 1 -0 , DT_MW CONTINUE SAME VENEER DIRECTION ON HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. (PL1) SOLID WOOD TO MATCH I Y� SPECIES & j� COLOR VENEER A SECTION AT IN -LINE JOINT M cra r) 0 a 0 I 1' -4 2' -6" 4 ' �" 2 2' -6" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING EQUIPMENT (BY OWNER) 2' -6" 2' -4" FULLY REMOVABLE BACK PANEL FOR ACCESS TO WIRING 1/4" QUIRK TRANSITION / FULLY REMOVABLE SIDE PANEL FOR ACCESS TO WIRING 1 k• i_ :kr' II 1 I / 10" SECTION , AT TRANSACTION COUNTER 2 SCALE: 1 1/2" - - DT_MW TRANSACT SECO2 7 SECTION AT TRANSACTION COUNTER 3 SHEET NOTES SCALE: 1-1/2" = 7'-0" DT_MW TRANSACT - SEC01 10" I 3" DIA. HOLES FOR WIRING (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. SEE DETAIL 7c/Al2.40a FOR EDGE DETAIL COUNTER BEYOND 3/4" PLYWOOD CONSTR. WITH HARDWOOD EDGE FINISH 1/8" GROOVE FOR EQ. SPACED 5MM SHELF PINS 0 cV 3/4 "THK. PLYWOOD. FINISH: wn`) t irrR , II \I..JI 1. ��VL. i VLi \LLI\ TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW 3" DIA. HOLES FOR WIRIN (2) PER STUD 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3/4 "THK. PLYWOOD. FINISH: WD2. VENEER TO WRAP HORIZONTAL SURFACE. 3" DIA. HOLES FOR WIRING (2) PER STUD TEL /DATA AND ELECTRICAL OUTLET. POWER BROUGHT FROM FLOOR BOX BELOW SECTION - AT TRANSACTION COUNTER ,4, SCALE. 1 112 -1 0 DT MW- TRA NSACT SFCO5 KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME ® CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK ® PREPARE CUTOUTS FOR POWER /TEL /DATA ® CPU HOLDER - MFG: HUMANSCALE CPU 500 O NOT USED O ACCURIDE CBERGO TRAY 200 0 HAFELE UNDERCUYT FULL EXTENSION W /QUICK RELEASE N0.423.57.846 1. ALL QUARTZ SURFACE COUNTERTOPS TO BE TYPE QS -1. 2. ALL EXPOSED EDGES ON CUSTOMER FACING SIDE OF MILLWORK TO BE VENEER TYPE WD -2. 3. REFER TO DRAWING A00.30 FOR FINISH LEGEND AND KEY TO FINISH MATERIALS " 0 8-- )w Fidelity / NVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 77 I Project Name 8 I Protect Number I Scale ©2008 Gensler REGISTERED RCHI:r INDA ► ORIARUr STATE OF WASHINGTON One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF TUKWILA SEP, "I 2 2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH 11.6140.108 I CAD File Name .. \CAD \Sheets \Al2 -40a I Description MILLWORK AND MISCELLANEOUS DETAILS Al 2.40a >- J a -J W La- 0 I- L a CO z w U 0 09 In P 1 - CV Q 1 1_ 8 " 4 PROVIDE CONTINUOUS FIRE RETARDENT - TREATED WOOD BLOCKING LIGHT FIXTURE AS SCHEDULED PROVIDE CONTINUOUS FIRE RETARDENT- TREATED WOOD BLOCKING FOR ROD ATTACHMENT SCHEDULED PARTITION MOUNTING BRACKET; RE: AV DRAWINGS 0 FLAT PANEL DISPLAY 0 COORDINATE DIMENSION WITH LOCATION OF FLAT PANEL DISPLAY ROD DISPLAY SYSTEM - NOVA DISPLAY - 6mm ROD SYSTEM, STANDARD INSTALLATION. BLOCKING QS -1 COUNTERTOP ON 3/4" THK. PLYWOOD SUBSTRATE. ALIGN FACE OF COUNTERTOP W/ FACE OF CABINET 1/16" METAL FLAT BAR FILE DRAWER CONSTR. OF 1/4" MDF. 3/4" THK. PLYWOOD CONSTR. CABINET DOORS, FINISH: WD2. SLIDE -OUT TRAY W /HARDWOOD TRIM ALL SIDES. BOTTOM MOUNTED RAILS FINISHED FLOOR FLOOR (AS SCHED.) SECTION @ LCD & CREDENZA SCALE: 1 1/2" DT_MW - CRDNZA -SDO1 14 PLAN CREDENZA SCALE: 1" _ - 0" DT- MW_CRDNZA -PD01 COORD. W/ FLAT PANEL DISPLAY NOVA 6MM ROD DISPLAY SYSTEM SINGLE PANEL SUPPORT PENDEFLEX 5)" 5" GLASS PANEL CENTERED ON FLAT PANEL DISPLAY ,1(9)T ELEVATION @ CREDENZA SCALE: 1 - 1 -0 1 11 FLUSH FACE DOORS CONCEALING SLIDING TRAY +4 DISPLAY AT �-- - - - -- 5'-8" A.F.F. FILE DRAWER W/ SLOTTED DIVIDERS f4' -1" ROD HANGER DOUBLE PANEL SUPPORT SANBLASTED GLASS V.I.F. SCRIBE TO FLOOR IN FIELI(PI -1)- -' FLUSH FACE DOORS CONCEALING SLIDING TRAY 6 EQUAL DRAWERS NOTE: COORDINATE LOCATION OF OUTLET FOR FLAT PANEL DISPLAY WITH INSTALLATION OF MDF PANEL; OUTLET NOT TO BE VISIBLE FROM TRANSACTION DESK ±8' ±8' -1" FILE DRAWER W/ SLOTTED DIVIDERS ROD HANGER WD -2 TYP. (Q 1) EQ. NOTE: SMOOTH GLASS SURFACE TO FACE WALL; SAND BLASTED SURFACE TO FACE OUT TO RECEIVE GRAPHICS NOVA 6MM ROD DISPLAY SYSTEM DT_MW- CRDNZA -ED01- mirror At KEY NOTES 0 PROVIDE FIRE RETARDENT- TREATED BLOCKING IN WALL FOR SUPPORT O CREDENZA PULL - PULL-2 MFG: RAFFLE NUMBER: 117.31.436 FINISH: CHROME MATT 0 GLASS PANEL GL -4 3 SHEET NOTES DO 8-- IA I Seal/Signature I Project Name Project Number 11.6140.108 CAD File Name .. \CAD \Sheets \Al2 -41 I Description I Scale r mi r m i 0 1" 2" Al2.41 ©2008 Gensler Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION REGISTERED i, 1RC IITECT LINDA, M• RlA. ' STATE OF WA SHINGTON Fidelity Investor Center - SOUTH SEATTLE BRANCH CREDENZA MILLWORK DETAILS 4 11 8 11 One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CITY OF T SFP, 1 2 2008 PERMIT CENTER NOTE: SEE ELEVATION FOR NUMBER OF SHELVES REQUIRED ALL SHELVES TO BE P -LAM U.O.N. ADJUSTABLE SHELVING SCALE: 1 1/2" =1' -0" DT_MW - SHLV - SDO1 0 0 0 0 0 0 0 0 0 0 0 1' -1" SEE PLAN / V.I.F. 0 0 0 BASE CABINET MM MIM MM WM MM MIM MM 1MM : MM MME MM -- . —• MM IVM A • .. ,AM MO WM r_i — wa . • M MIN IMM 1 Wi MM MI. —:• . — —•. /A IMM -- r —A -- MM MM MM MM 111.11 nim mom mol min SECTION @ EDGE OF WHITEBOARD SECTION @ EDGE OF TACK SURFACE 1// 0 0 0 0: 0 0 0 0 0 0 0 • '•�1 SCALE: 1 1/2" =1' DT_MW - BCAB - SDO3 SCHEDULED CEILING SCHED PARTITION REINFORCE AS REQUIRED TO ACCOMODATE SHELF 94 01 4K. ADJUSTABLE SHELF DO NOT EXCEED 2' -0" UNSUPPORTED LENGTHS; GANG CONTINUOUS SPANS HEAVY DUTY BRACKETS AND STANDARDS TO BE SPACED EQUALLY; NOT TO EXCEED 2' -0" O.C. ALLOW 6" SPACING AT ENDS. SCHEDULED BASE TOP OF FLOOR (AS SCHED.) TOP OF SLAB WHITE MELAMINE EDGEBAND 'Z' -CLIPS SCHEDULED WHITEBOARD WB -1 (REF: A00.31) 1/2" PLYWOOD OR MDF. GWB AS SCHEDULED. FIRE - TREATED WOOD BLOCKING SCHEDULED TACK SURFACE TB -1 (REF: A00.31) FABRIC TO WRAP BEHIND MICORE PANEL. 'Z' CLIPS 1/2" MICORE GWB AS SCHEDULED. FIRE - TREATED WOOD BLOCKING O ISLAND PLAN @ EQUIP. RM. SCALE: 1 1/2" -1 -O " UT_MW FULL HEIGHT BACKSPLASH WHERE NOTED IN ELEVATION 3/4" MDF COUNTER W/ P. LAM. (PL -1) FINISH FULLY CONCEALED SELF CLOSING HINGES r MDF ADJ. SHELF ON MTL. PIN SUPPORTS AT 1 1/2" U.C. TYP. WHITE. MELAMINE FINISH INTERIOR SURFACES TO BE WHITE MELAMINE 3/4" MDF DOOR WI P. LAM. (PL -1) FINISH MDF BOTTOM EDGES W/ PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR COUNTERTOP ABOVE 3/4" MDF WITH P'LAM. FINISH CONDUIT STUB -UPS FOR BOWER AND TEL/DATA. REFER Tq: ELECTRICAL DWGS. :i LJ WOOD STUDS DOUBLE GANG JUNCTION BOX FOR POWER PROVIDED BY ELECTRICIAN SINGLE GANG JUNCTION BOX PROVIDED BY ELECTRICIAN (REFER TO: ELECTRICAL DWGS.) UPP C ABINET - 1 3 SCALE: 1 1/2" 1 -0 DT MW WCAB - SDO1 0 0 0 r. 0 0 0 0 0 0 0 0 0 aD 1'_3' FULL HEIGHT BACK SPLASH, (WHERE OCCURS.) REFER TO ELEVATIONS. 1 0 0 0 0 0 0 0 0 0 0 0 . 0 0 SEE RCP SEE PLAN 3 / BASE CAB INET @ TRASH 1 SCALE: 1 -1/2 -1 -0 Al2- 42.DWG SCHEDULED WALL FULL HEIGHT P'LAM (PL- 2)BACK SPLASH SEE PLAN 3" 0 W '��-- PLAM (PL -1) GYP. BOARD SOFFIT, (WHERE OCCURS). REFER TO RCP SHIM AS REQ'D. MATCHING P. LAM. FINISH SELF CLOSING HINGES INTERIOR SURFACES TO BE WHITE MELAMINE 3/4" MDF ADJ. SHELF ON MTL. PIN SUPPORTS AT 1 1/2" O.C. TYP. WHITE MELAMINE FINISH PROVIDE WD. BLOCKING IN WALL AS REQUIRED TO SUPPORT CABINETS. (TYP.) 3/4" MDF DOOR W/ P. LAM. (PL -1) FINISH WHITEBOARD S CALE: 1-1/2" TACKBOARD SEC. DTL 15 TYP. BASE dt_sink W/ SINK SCALE: 3" - - DT_SP_TackWhiteDtl2 - -0 _ sink 16 ISLAND SECTION a EQUIP. RM. SCALE: 1 1/2" =1' -0" DT_M - SLAND - SECT PLAM FASCIA SCHED. LIGHT FIXTURE, (WHERE OCCURS). REFER TO RCP FULL HEIGHT BACK SPLASH, (WHERE OCCURS.) REFER TO ELEVATIONS. ALIGN FACE OF COUNTERTOP W/ FACE OF CABINET, TYP. P. LAM. ON 3/4" MDF (PL -1), TYP. CUT OUT IN DRAWER ACCURIDE DRAWER GLIDE TRASH CONTAINER RUBBERMAID 3569 -97 W /APPLICABLE 5710 LABEL SCHEDULED PARTITION (PROVIDE BLOCKING AS REQUIRED) WHITE MELAMINE INTERIOR MDF BOTTOM EDGES W/ SCHEDULED PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR STAINLESS STEEL SINK INSULATED PIPES ONLY AT BARRIER FREE SINK BASE TYP. BLOCKING AS REQUIRED SHADED AREA BELOW THIS DASHED LINE TO BE KEPT FREE AND CLEAR OF OBSTRUCTIONS FULLY OPERABLE TO FLOOR P'LAM. (PL-1) DOOR ON CONCEALED 160' HINGES SCHEDULED PARTITION W/ PAINT FINISH SCHEDULED BASE FINISH FLOOR P.LAM SUPPORT, PL -1 BEYOND P.LAM COUNTER TOP, PL -1 x 0 STEEL CHANNEL TYP FOR (2) SINK MOUNTED UNDERSIDE OF COUNTER SEE RCP ±3' -0" V.I.F ABOVE REFRIFERATOR ONLY 9 CABINET ABOVE REFRIGERATOR SCALE: 1 1/2" -1 0 DT MW WCAB SDO2 SEE PLAN N CABINET RAWERS ,D SCALE: 1 112 -1 -0 DT_MW-BCAB-SDO1 GC TO COORDINATE CLEARNACE REQUIREMENTS OF SINK CLIPS, SUPPORT CHANNEL PLUMBING HARDWARE & TOILET ACCESORIES QS -1: QUARTZ SURFACE COUNTER PROFILE TO MATCH FRONT APRON QS -1: QUARTZ SURFACE COUNTER INSTALL ACCORDING TO MANUF. SPECS. [NOTE: NO SIDE OR BACK SPLASH] SECURE COUNTER TOP AT EACH END WALL BEYOND. MIRROR WITH POLISHED CONTINUOUS STAINLESS STEEL "C" CHANNEL TILE TO MEET B/ MIRROR INSULATE ALL EXPOSED PIPES 8' Ilgl. PLAM FASCIA 3/4" MDF COUNTER W/ P. LAM. FINISH (PL -1) I COUNTER TOP TR SINK 11 S ALE: 3 - 1 -0 T _ MW -TR -SINK C GYP. BOARD SOFFIT, (WHERE OCCURS). REFER TO RCP SHIM AS REQ'D. MATCHING P. LAM. FINISH SELF - CLOSING HINGES INTERIOR SURFACES TO BE WHITE MELAMINE PROVIDE FIRE TREATED WD. BLOCKING IN WALL AS REQUIRED TO SUPPORT CABINETS. (TYP.) 3/4" MDF DOOR W/ P. LAM. (P -1) FINISH V.I.F. 2' -0" I 12 VAT ELE @COAT CLOSET SCALE: DTMW COAT -EDOt FULL HEIGHT BACKSPLASH REFER TO ELEVATION P.LAM. DRAWERS WI WHITE MELAMINE INTERIOR 1 /4" PLYWOOD W/ WHITE MELAMINE FINISH BLOCKING AS REQUIRED MDF BOTTOM EDGES W/ PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR ALIGN PLASTIC LAMINATE SHELVING, PL -1 SATIN CHROME ROD AND ESCUTCHEON PLATE PLASTIC LAMINATE DIVIDER, PL -1 WHITEBOARD TACKBOARD PLAN DTL SCALE: 3 - -0 DT_SP_TackWhiteDtl3 6 COTER,@ FILE CABINET SCALE: UN 1 112 - -0 dt -mw filecover 7 SECTION SCALE: 1 1/2" -1 -0 1 I I BLOCKING REQ'D. FOR 1' -O" 8 SECTION SCALE: 1 1/2" = 7'-0 1 TACK SURFACE TB -1, AS SCHEDULED (REF: A00.31) WRAP TACK SURFACE, FABRIC BEHIND PANEL. WHITEBOARD WB-1 AS SCHEDULED, (REF: A00.31) SCRIBE COUNTER TO WALL SEE PLAN SUPPORT OF COUNTERTOP CONTINUOUS FIRE TREATED WOOD BLOCKING IN WALL AS REQ'D. FOR SUPPORT OF COUNTERTOP SCHEDULED PARTITION SCHEDULED BASE SCRIBE COUNTER TO WALL SEE PLAN V BLOCKING REQ'D. FOR SUPPORT OF COUNTERTOP CONTINUOUS FIRE TREATED WOOD BLOCKING IN WALL AS REQ'D. FOR SUPPORT OF COUNTERTOP SCHEDULED PARTITION SCHEDULED BASE WORK COUNTER DT_MW- WORK -SDO7 COAT CLOSET DT_dW- COAT -SD01 'Z' -CLIPS FIRE - TREATED WOOD BLOCKING SCHEDULED GWB WHITE MELAMINE EDGEBAND ALIGN 4' -0" e k e 1 CD ¢ � FILE CABINET EQUIPMENT BY OWNER (WHERE NOTED ON ELEVATIONS) PL1 - PLASTIC LAMINATE SHELF SATIN CHROME ROD AND ESCUTCHEON PLATE (TYP.) 3/4" P -LAM (PL -1) COUNTERTOP AND LIP W/ CONTINUOUS SOLIDCORE EDGE AT ALL EXPOSED EDGES (TYP.) 1" VERTICAL P'LAM. SUPPORT 3/4" P -LAM COUNTERTOP AND LIP W /CONTINUOUS SOLIDCORE EDGE AT ALL EXPOSED EDGES (TYP.) 1" VERTICAL P'LAM. INTERMEDIATE SUPPORT 1" VERTICAL P'LAM. SUPPORT BEYOND AT WALL & /OR AT END OF COUNTER PL1 - PLASTIC LAMINATE BACKER PROVIDE BLOCKING IN WALL FOR SHELF KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME ci: CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK O 3 PROVIDE FIRE RETARDENT- TREATED BLOCKING IN WALL FOR SUPPORT STANDARD CABINET PULL - PULL -1 MFG: BALDWIN WIRE PULL NUMBER: 4676 FINISH: 264 CREDENZA PULL - PULL-2 MFG: HAFELE NUMBER: 117.31.436 FINISH: CHROME MATT O AV CAB PULL - PULL-3 MFG: HAFELE NUMBER: 117.31.454 FINISH: CHROME MATT 3 SHEET NOTES APp R©VO S :9 2 7. 1)08-y3i Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 I / Issue Date & Issue Description 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 77 8 I Project Name REGISTERED RCHITEC JDA JRIARTY STATE OF WASHINGTON By Check RECEIVED CITY OF TUKWILA S F P 1 2:2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name .. \CAD \Sh eets \Al2- 42 I Description MILLWORK DETAILS Scale Al2.42 ©2008 Gensler it �11 REFER TO ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATION 8" P4AM SUPPORT, PL1-1. � / I I Q0D POWER BEYOND 6 TESL/ 6 8 DATA BEYOND I ° Q- ". ^' | QUAD POWER BEYOND WO 10 e �— i 1 ^° ", ' �fELY ON DATA BEYOND UIT STUB IN MIL AL EC I I M ILL • WIRE PULLED TD PTACLES PUSH I ORK. J, 4' -O" NOTE: SEE ELEVATION FOR NUMBER OF SHELVES REQUIRED ALL SHELVES TO BE P -LAM U.O.N. ADJUSTABLE SHELVING SCALE: 1 1/2" =1' -0" DT_MW - SHLV - SDO1 0 0 0 0 0 0 0 0 0 0 0 1' -1" SEE PLAN / V.I.F. 0 0 0 BASE CABINET MM MIM MM WM MM MIM MM 1MM : MM MME MM -- . —• MM IVM A • .. ,AM MO WM r_i — wa . • M MIN IMM 1 Wi MM MI. —:• . — —•. /A IMM -- r —A -- MM MM MM MM 111.11 nim mom mol min SECTION @ EDGE OF WHITEBOARD SECTION @ EDGE OF TACK SURFACE 1// 0 0 0 0: 0 0 0 0 0 0 0 • '•�1 SCALE: 1 1/2" =1' DT_MW - BCAB - SDO3 SCHEDULED CEILING SCHED PARTITION REINFORCE AS REQUIRED TO ACCOMODATE SHELF 94 01 4K. ADJUSTABLE SHELF DO NOT EXCEED 2' -0" UNSUPPORTED LENGTHS; GANG CONTINUOUS SPANS HEAVY DUTY BRACKETS AND STANDARDS TO BE SPACED EQUALLY; NOT TO EXCEED 2' -0" O.C. ALLOW 6" SPACING AT ENDS. SCHEDULED BASE TOP OF FLOOR (AS SCHED.) TOP OF SLAB WHITE MELAMINE EDGEBAND 'Z' -CLIPS SCHEDULED WHITEBOARD WB -1 (REF: A00.31) 1/2" PLYWOOD OR MDF. GWB AS SCHEDULED. FIRE - TREATED WOOD BLOCKING SCHEDULED TACK SURFACE TB -1 (REF: A00.31) FABRIC TO WRAP BEHIND MICORE PANEL. 'Z' CLIPS 1/2" MICORE GWB AS SCHEDULED. FIRE - TREATED WOOD BLOCKING O ISLAND PLAN @ EQUIP. RM. SCALE: 1 1/2" -1 -O " UT_MW FULL HEIGHT BACKSPLASH WHERE NOTED IN ELEVATION 3/4" MDF COUNTER W/ P. LAM. (PL -1) FINISH FULLY CONCEALED SELF CLOSING HINGES r MDF ADJ. SHELF ON MTL. PIN SUPPORTS AT 1 1/2" U.C. TYP. WHITE. MELAMINE FINISH INTERIOR SURFACES TO BE WHITE MELAMINE 3/4" MDF DOOR WI P. LAM. (PL -1) FINISH MDF BOTTOM EDGES W/ PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR COUNTERTOP ABOVE 3/4" MDF WITH P'LAM. FINISH CONDUIT STUB -UPS FOR BOWER AND TEL/DATA. REFER Tq: ELECTRICAL DWGS. :i LJ WOOD STUDS DOUBLE GANG JUNCTION BOX FOR POWER PROVIDED BY ELECTRICIAN SINGLE GANG JUNCTION BOX PROVIDED BY ELECTRICIAN (REFER TO: ELECTRICAL DWGS.) UPP C ABINET - 1 3 SCALE: 1 1/2" 1 -0 DT MW WCAB - SDO1 0 0 0 r. 0 0 0 0 0 0 0 0 0 aD 1'_3' FULL HEIGHT BACK SPLASH, (WHERE OCCURS.) REFER TO ELEVATIONS. 1 0 0 0 0 0 0 0 0 0 0 0 . 0 0 SEE RCP SEE PLAN 3 / BASE CAB INET @ TRASH 1 SCALE: 1 -1/2 -1 -0 Al2- 42.DWG SCHEDULED WALL FULL HEIGHT P'LAM (PL- 2)BACK SPLASH SEE PLAN 3" 0 W '��-- PLAM (PL -1) GYP. BOARD SOFFIT, (WHERE OCCURS). REFER TO RCP SHIM AS REQ'D. MATCHING P. LAM. FINISH SELF CLOSING HINGES INTERIOR SURFACES TO BE WHITE MELAMINE 3/4" MDF ADJ. SHELF ON MTL. PIN SUPPORTS AT 1 1/2" O.C. TYP. WHITE MELAMINE FINISH PROVIDE WD. BLOCKING IN WALL AS REQUIRED TO SUPPORT CABINETS. (TYP.) 3/4" MDF DOOR W/ P. LAM. (PL -1) FINISH WHITEBOARD S CALE: 1-1/2" TACKBOARD SEC. DTL 15 TYP. BASE dt_sink W/ SINK SCALE: 3" - - DT_SP_TackWhiteDtl2 - -0 _ sink 16 ISLAND SECTION a EQUIP. RM. SCALE: 1 1/2" =1' -0" DT_M - SLAND - SECT PLAM FASCIA SCHED. LIGHT FIXTURE, (WHERE OCCURS). REFER TO RCP FULL HEIGHT BACK SPLASH, (WHERE OCCURS.) REFER TO ELEVATIONS. ALIGN FACE OF COUNTERTOP W/ FACE OF CABINET, TYP. P. LAM. ON 3/4" MDF (PL -1), TYP. CUT OUT IN DRAWER ACCURIDE DRAWER GLIDE TRASH CONTAINER RUBBERMAID 3569 -97 W /APPLICABLE 5710 LABEL SCHEDULED PARTITION (PROVIDE BLOCKING AS REQUIRED) WHITE MELAMINE INTERIOR MDF BOTTOM EDGES W/ SCHEDULED PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR STAINLESS STEEL SINK INSULATED PIPES ONLY AT BARRIER FREE SINK BASE TYP. BLOCKING AS REQUIRED SHADED AREA BELOW THIS DASHED LINE TO BE KEPT FREE AND CLEAR OF OBSTRUCTIONS FULLY OPERABLE TO FLOOR P'LAM. (PL-1) DOOR ON CONCEALED 160' HINGES SCHEDULED PARTITION W/ PAINT FINISH SCHEDULED BASE FINISH FLOOR P.LAM SUPPORT, PL -1 BEYOND P.LAM COUNTER TOP, PL -1 x 0 STEEL CHANNEL TYP FOR (2) SINK MOUNTED UNDERSIDE OF COUNTER SEE RCP ±3' -0" V.I.F ABOVE REFRIFERATOR ONLY 9 CABINET ABOVE REFRIGERATOR SCALE: 1 1/2" -1 0 DT MW WCAB SDO2 SEE PLAN N CABINET RAWERS ,D SCALE: 1 112 -1 -0 DT_MW-BCAB-SDO1 GC TO COORDINATE CLEARNACE REQUIREMENTS OF SINK CLIPS, SUPPORT CHANNEL PLUMBING HARDWARE & TOILET ACCESORIES QS -1: QUARTZ SURFACE COUNTER PROFILE TO MATCH FRONT APRON QS -1: QUARTZ SURFACE COUNTER INSTALL ACCORDING TO MANUF. SPECS. [NOTE: NO SIDE OR BACK SPLASH] SECURE COUNTER TOP AT EACH END WALL BEYOND. MIRROR WITH POLISHED CONTINUOUS STAINLESS STEEL "C" CHANNEL TILE TO MEET B/ MIRROR INSULATE ALL EXPOSED PIPES 8' Ilgl. PLAM FASCIA 3/4" MDF COUNTER W/ P. LAM. FINISH (PL -1) I COUNTER TOP TR SINK 11 S ALE: 3 - 1 -0 T _ MW -TR -SINK C GYP. BOARD SOFFIT, (WHERE OCCURS). REFER TO RCP SHIM AS REQ'D. MATCHING P. LAM. FINISH SELF - CLOSING HINGES INTERIOR SURFACES TO BE WHITE MELAMINE PROVIDE FIRE TREATED WD. BLOCKING IN WALL AS REQUIRED TO SUPPORT CABINETS. (TYP.) 3/4" MDF DOOR W/ P. LAM. (P -1) FINISH V.I.F. 2' -0" I 12 VAT ELE @COAT CLOSET SCALE: DTMW COAT -EDOt FULL HEIGHT BACKSPLASH REFER TO ELEVATION P.LAM. DRAWERS WI WHITE MELAMINE INTERIOR 1 /4" PLYWOOD W/ WHITE MELAMINE FINISH BLOCKING AS REQUIRED MDF BOTTOM EDGES W/ PLAM (PL -1) BASE, SCRIBE TO FLOOR FINISH FLOOR ALIGN PLASTIC LAMINATE SHELVING, PL -1 SATIN CHROME ROD AND ESCUTCHEON PLATE PLASTIC LAMINATE DIVIDER, PL -1 WHITEBOARD TACKBOARD PLAN DTL SCALE: 3 - -0 DT_SP_TackWhiteDtl3 6 COTER,@ FILE CABINET SCALE: UN 1 112 - -0 dt -mw filecover 7 SECTION SCALE: 1 1/2" -1 -0 1 I I BLOCKING REQ'D. FOR 1' -O" 8 SECTION SCALE: 1 1/2" = 7'-0 1 TACK SURFACE TB -1, AS SCHEDULED (REF: A00.31) WRAP TACK SURFACE, FABRIC BEHIND PANEL. WHITEBOARD WB-1 AS SCHEDULED, (REF: A00.31) SCRIBE COUNTER TO WALL SEE PLAN SUPPORT OF COUNTERTOP CONTINUOUS FIRE TREATED WOOD BLOCKING IN WALL AS REQ'D. FOR SUPPORT OF COUNTERTOP SCHEDULED PARTITION SCHEDULED BASE SCRIBE COUNTER TO WALL SEE PLAN V BLOCKING REQ'D. FOR SUPPORT OF COUNTERTOP CONTINUOUS FIRE TREATED WOOD BLOCKING IN WALL AS REQ'D. FOR SUPPORT OF COUNTERTOP SCHEDULED PARTITION SCHEDULED BASE WORK COUNTER DT_MW- WORK -SDO7 COAT CLOSET DT_dW- COAT -SD01 'Z' -CLIPS FIRE - TREATED WOOD BLOCKING SCHEDULED GWB WHITE MELAMINE EDGEBAND ALIGN 4' -0" e k e 1 CD ¢ � FILE CABINET EQUIPMENT BY OWNER (WHERE NOTED ON ELEVATIONS) PL1 - PLASTIC LAMINATE SHELF SATIN CHROME ROD AND ESCUTCHEON PLATE (TYP.) 3/4" P -LAM (PL -1) COUNTERTOP AND LIP W/ CONTINUOUS SOLIDCORE EDGE AT ALL EXPOSED EDGES (TYP.) 1" VERTICAL P'LAM. SUPPORT 3/4" P -LAM COUNTERTOP AND LIP W /CONTINUOUS SOLIDCORE EDGE AT ALL EXPOSED EDGES (TYP.) 1" VERTICAL P'LAM. INTERMEDIATE SUPPORT 1" VERTICAL P'LAM. SUPPORT BEYOND AT WALL & /OR AT END OF COUNTER PL1 - PLASTIC LAMINATE BACKER PROVIDE BLOCKING IN WALL FOR SHELF KEY NOTES 0 EXPOSED GROMMET, G -1 MFR: DOUG MOCKETT NUMBER: MM3 (2" OVERALL) FINISH: SATIN CHROME ci: CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK O 3 PROVIDE FIRE RETARDENT- TREATED BLOCKING IN WALL FOR SUPPORT STANDARD CABINET PULL - PULL -1 MFG: BALDWIN WIRE PULL NUMBER: 4676 FINISH: 264 CREDENZA PULL - PULL-2 MFG: HAFELE NUMBER: 117.31.436 FINISH: CHROME MATT O AV CAB PULL - PULL-3 MFG: HAFELE NUMBER: 117.31.454 FINISH: CHROME MATT 3 SHEET NOTES APp R©VO S :9 2 7. 1)08-y3i Fidelity INVESTMENTS SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 I / Issue Date & Issue Description 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature 77 8 I Project Name REGISTERED RCHITEC JDA JRIARTY STATE OF WASHINGTON By Check RECEIVED CITY OF TUKWILA S F P 1 2:2008 PERMIT CENTER Fidelity Investor Center - SOUTH SEATTLE BRANCH I Project Number 11.6140.108 I CAD File Name .. \CAD \Sh eets \Al2- 42 I Description MILLWORK DETAILS Scale Al2.42 ©2008 Gensler it �11 REFER TO ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATION r. I , • • • • SECTION LOWER AV CABINET SCALE: 1 1l2" = 1' - 0 AV CABINET SECTION IV EQ BIRCH PLYWOOD LINER TO CONCEAL DOORS AND MECHANISM (TYP) CONCEALED HAWA — TURNAWAY 15/x1 SLIDING DOOR FITTING (TYP) •` � PAINT GRADE WOOD DOOR — P1 (TYP) V.I.F. 0 EQ. EQ. EQ. NOTE: H.W. TRIM DETAIL (TO MATCH FLUSH WOOD DOOR FRAMES) RE: 01/A00.30 SIM FACE OF GWB SOFFIT W/ 1/4 " PITCON REVEAL SOLID PAINT GRADE WOOD FLUSH TRIM BIRCH PLYWOOD INTERIOR LEAVE FINISHED CEILING AT BACK OF MILLWORK OPEN FOR EQUIPMENT VENTILATION (2) ADJUSTABLE SHELVES — BIRCH PLYWOOD W/ PT GRADE EDGE BANDING RE: SEC. © UPPER CABINET FOR SUPPORT SPACING WOOD BLOCKING AS REQUIRED BIRCH PLYWOOD DIVIDER PAINT GRADE WOOD — P1 PAINT GRADE WOOD CABINET DOOR — P1 CLEAR FINISHED BIRCH PLYWOOD INTERIOR RACK BY AV CONSULTANTS RECEPTACLES FLUSH WITH MILLWORK FACE. PROVIDE CUT OUTS IN MILLWORK. 5" WIDE OPENING FOR VENTILATION RESILIENT BASE AS SCHEDULED DT_MW — AVCAB —PD02 �f i , 1 I • • • • I- L I- EQ. 12 AV CABINET ELEVATION , EQ OPEN FOR EQUIPMENT VENTILATION BIRCH PLYWOOD LINER TO CONCEAL DOORS AND MECHANISM CONCEALED HAWA — TURNAWAY 25/x2 SLIDING DOOR FITTING � O SECTION a� UPPER AV CABINET REP 1 1/2" = 1' -0 PAINT GRADE WOOD DOOR — P1 • • L NOTE: H.W. TRIM DETAIL (TO MATCH FLUSH WOOD DOOR FRAMES) RE: 01/A00.30 SIM ( P -1 , V.I.F. f RE: A2.01 , , , / , , / 2 1/2" TYP. CO EQ. N. EQ. DT_MW— AVCAB —PD01 J 11 11111V Ill PAINT GRADE WOOD CABINET DOORS, TYP FOR (6) ADJUSTABLE SHELF RECEPTACLES FLUSH WITH MILLWORK AV RACK BY OTHERS RESILIENT BASE AS SCHEDULED KEY NOTES SHEET NOTES O CONCEALED GROMMET, G -2 MFR: HAFELE NUMBER: 429.99.342 (3 3/16" DIA.) FINISH: FLAT BLACK AV CAB PULL — PULL-3 MFG: HAFELE NUMBER: 117.31.454 FINISH: CHROME MATT E C OMPL CO APPR OVED s ? 24 11148 O TIONIla I r G ©IVISI W bOs LL37 SOUTH SEATTLE 304 STRANDER BLVD. SEATTLE, WA 98188 Gensler I / \ Issue Date & Issue Description By Check 01 07/02/08 CC BT ISSUE FOR PERMIT AND CONSTRUCTION I Seal/Signature I Project Name 7768 Fidelity Investor Center — SOUTH SEATTLE BRANCH I Project Number 11.6140.108 ICAO File Name I Scale 102008 Gensler 1 IPIL 1 Al2.43 111111111_, .1L ll ;LIL_1111, 1___L Fidelity I NVESTAlE VTS REGISTERED P ARCf IE 1 NDA OR/AR. STATE OF WASHINMON .. \CAD \Sheets \Al2- 43.DWG I Description AV CABINET MILLWORK DETAILS One Beacon Street Third Floor Boston MA 02108 Telephone 617.619.5700 Facsimile 617.619.5701 CIT OF TUKWILA SF?, 1 2 2008 PERMIT CENTER f�' �1 ���� I'� i k, AUDIO / VIDEO CONTRACTOR OTHER CONTRACTORS ARCHITECT & CONTRACTORS ARCHITECT & CONTRACTORS C O N N E C T O R P I N - P OLU E S N U M C A B L E S K Y E M Y B O L S L E Cr I& AB IB, E 0 F C 0 N cotu+ecroR TYPE I I II I I 1 CODE o w> N o a s a a N u u d 8 MANUFACT. NUMBER FUNCTION SYMBOL SYMBOL DESCRIPTION DWG # ARCHITECTURAL DRAWINGS MELD 3-PIN AR ONE + - N/A N/A N/A Extron Extron 'EXtron Extron EXtron Extron extron Extron Extron Fidelity = Extron Belden 2210303 2216403 2212903 2216303 2216303 2216303 zzls3o3 2215303 2215503 'CdT -5 2214803 B9913 RGBHV video S video - Y /C Control Audio Microphone 24 volt power 70 Volt speakers -Ff 120 VAC QUAD RECEPTACLE LOCATED AT STANDARD RECEPTACLE HEIGHT AF.F. (ARCHITECT N OEPINE) !E}iDD EQUIPMENT RACK MM15T BE a OW PHASE AVOl WIZ ARGJTECIURAL FLOOR PLAN DR AyINDS 3-PIN (4) AR UNE OUT + - N/A N/A N/A N/A 120 VAC DUPLE7( RECEPTACLE LOCATED AT STANDARD RECEPTACLE H OCHT A.F.F. (ARa DUNE) TO D�0 UNLESS OTHERWISE NOTED (ARCHITECT 10 CONFIRM) AVO2 CEILING PLAN a AR4# TURAL 4-P„ - Qt1 (E'1)ET Y Z ow o N/A N/A UIg10 TEL/DATA FOR IETVDRK CONNECTIONS REFER TO FIDELITY STANDNms AVO3 FRONT ELEVATION (UNUSED) TEL/DATA FIR FEW= LTJYLSTIDIS REFER TO MAIM STANDARDS A/UP A 2/TIO114 B1/510P AHB/CY1 N/A N/A program o KYBD /ASE extension N/A REFER F ST CTS FOR VIDEO TELECONFERENCING AVO4 CABLE RISER 10 TEL/DATA A) STANDARDS FOR VIDEO TELECONFERENCING AVO4 4-PIN ( 2°R ADO Bz/CPETI Cl/QASECJ/S1W Cl/CLOSE 3+C/C1111 N/A N/A Creotron Net Microphone Antenna Creotron Net Microphone Antenna CAE TELEVISION DR SATELLITE FEED my mss) CARE TELEVISION OR SATELLITE FEED art OTHERS) 4-AN M) XLR C ANCH A0.TAOE MJX MIA N/A N/A S UNUSED 5�0( Dm 5-PIN (F) XJ 5IEX O AUDIO L+ L- SHOD R- R+ N/A CAB L E R E Q U I R E M E UNUSED S % RS• 232 R% (S-PIN 252 RX s/R% Rrs CIS 0/000 N/A 1. Leave 30 of cable out 2. Leave 20' out of Cl 3. Leave 5. out of all q, All cables with a group length from origination or J and J3 ® ARCHITECTURAL DETAILS DWG # ARCHITECTURAL DETAILS 5-PIN 0 PLR EXTRON p� A D C D E N/A other locations shall ll be be the exact c- to the destination. me ® JDL D CT MICRO CERAM f C1;NO AS S440'WR CM AVO2 AVO5 DISPLAY DETAIL N/A 8-MN (F1 24WC N/A N/A N/A N/A Ono F1 UtA15ED AVO6 SPEAKER DETAIL (UNUSED) C O M P O N E N T P I N - CA U 'IBS R E V I A T ® CEILING LOCATION DN ACCESSIBLE CEILING NEAR (�D1�D�G LOW STAGE D AVO7 FLOOR BOX DETAIL (UNUSED) C OYFO.t_.T: CF.E.TRO':: FFtI rl1 UFACTUREF: AVO8 ABOVE FINISHED FLOOR BELOW FINISHED CEILING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR AUDIO VISUAL CONTRACTOR ELECTRICAL ENGINEER TO BE DETERMINED OWNER FURNISHED EQUIPMENT ISOLATED GROUND CENTER LINE 120 VOLT ALTERNATING CURRENT 24 VOLT DIRECT CURRENT JUNCTION BOX 3 - 1/2 . DEEP CEILING BOX BRITISH THERMAL VIIIT FIVE WAY CABLE (RGBHV) VIDEO LUMINANCE /CHROMINANCE CONTROL LINE LEVEL AUDIO MICROPHONE 24 VOLT POWER 70 VOLT LINE LEVEL SPEAKER LEVEL CAT -5 CABLE CRESNET CA FOR CONTROL CC CRESTRON CONTROL ,..,_. C2 DAUIE SC1I -100 UN VILTAGE RXNTASLLER AVO 8 CAMERA DETAIL (UNUSED) LOCATED WITHIN PRO.ECTDN SCREEN HOUSING NNW-C. TD FEED PROVIDE 120VAC POVER F GENDER "X/AP" SERIES ¢ 'Cl I ---2 2 --....3 5..... 7 - 7 7 N 4 ¢pN . 04111 '0' J( L' -GANG MUD-RING WITH A 2' OtON[TTED FACEPLATE LOCATED AT STANDARD RECEPTACLE HE]CHT (ARCHITECT TO DEFINE) J2 O UJI ISED &DB1RONO 9-FIN 9-FIN It ---8 3...... a 0-PM 11/ 2 I a a JZ UNUSED J3 40 LCD MONITOR LOCATED BY ARCHITECT. POSER AND CONNECTION TO BE LOCATED MO/1 CUTOUTS .MT„ CIS 9-PIN •D 4-P' 1 ---.3 a= a 0 -PIN 0-PIN J3 UNUSED MUSED DWG # AUDI❑ / VIDEO DETAILS SONY EV1O 11-F111 ro a — a 5.--,... 6 EN J4 2 -OJWO NW -FIND FOR COMPUTER INTERFACE LOCATED COMPUTER BY ARCHITECT AT STANDARD RECEPTACLE WONT AS SHOWN ON AVOU DWG * AUDIO / VIDEO DETAILS VS4000PRI 9-FIN '0" 2 I 2 — I 0..........5 9-1N4 V' J6 J5 WO= AV09 PLATE DETAILS a-pN ro• PROOVD -175 PHILIPS ro' 2 11.......5 s - 0 /-p ro' 8p, J6 UNUSED AV10 RACK ELEVATION 1 - - 0 a - 7 � BJ JVC (-PIN . - I - 0 0 - 2 2 ----II 9-PIN 'V AV12 J7 5-GANG 111.111-RING (ITEM 070-519-5D LOCATED AT STANDARD SMICH HEIGHT FOR TDIX?PAD AN ECTES. (ARCHITECT TO DUNE) AV11 SIGNAL FLOW Aux UPC-20 LOW VOLTAGE SCRSTTMIODE _ — ` O LIAISED AV12 CONTROL FLOW AMX UpC_20 HIGH VOLTAGE SCREEN/MINE � tM N — i 1611 _ v - YSS "' J9 UNUSED S b 11 CUSTOM SWITCH LOW VOLTAGE tAO MOMENTARY o • 'PM" —! com/cme-s ow • • TEXTRON-NEC SYSTEM 51P 1D Q USED 9-4M4 11/ SYSTEM 511 2-PO4 PHOENIX I I 9-P14 TO 11 • • EXTRON -NEC SYSTEM 5E' 3-PIN MOM lx 5 6 y 0-PIN '0' AUDIO / VIDEO CONTRACTOR OTHER CONTRACTORS ARCHITECT & CONTRACTORS ARCHITECT & CONTRACTORS C O N N E C T O R P I N - P OLU E SN U M C A B L E S K E N Y E 0 L S L E G' PI it I!Il E 0 F C 0 N CONNECTOR TYPE CODE MANUFACT. NUMBER FUNCTION SYMBOL SYMBOL DESCRIPTION DWG # ARCHITECTURAL DRAWINGS u MELD + - N/A M/A N/A • EXtron Extron 'extron Extron EXCTOn Extron Extron Extron Extron Fidelity :CAT Extron Belden 2210303 2216403 2212903 2216303 2216303 2216303 2515303 2215303 2215503 -5 2214803 89913 RGBHV video ° 1E0 VAC QUAD RECEPTACLE LOCATED AT STANDARD RECEPTACLE f*7CIIT A.F.F. (ARCHITECT TO DEFINE) D JIPHEI(T RACK MUST EE ON OW PHASE BEHIND k33 BEHIND FLOOR PLAN #�� - REM T° DRAWINGS 3 (u) XLR UNE OUT slap + - N/A N/A N/A S video - WC Control Audio I20 VAC DIIPI.EX RECEPTACLE LOCATED AT STANDARD AVO 2 T A= ' CEILING PLANREFER T° DRAWINGS RECEPTACLE HEIGHT OFF. (ARCHITECT To DEFINE) UNL ESS OTHERWISE NOTED (ARCHITECT TO CONFIRM) 4-PIN h J ET . 200C Y Z UIg10 N/A N/A Microphone 24 Volt power 70 Volt speakers TEL/DATA FIR FEW= LTJYLSTIDIS REFER TO MAIM STANDARDS AVO3 FRONT ELEVATION (UNUSED) 4-HN M X.R A1/UP A2/0OMI BI/S1DP A+B �N N/A N/A A / peaker Program s exteno s KYBD /ASE extension 10 TEL/DATA A) STANDARDS FOR VIDEO TELECONFERENCING AVO4 CABLE RISER 4 (L() XLR SHAJt 82/01/31 Cl/CLOSE C3/STOP 3+C/CNN N/A N/A Creotron Net Microphone Antenna A® CARE TELEVISION OR SATELLITE FEED art OTHERS) 4-%NU I. CCM= YOLTAGE I/JX MIX N/A N/A © UNUSED 5�0( Dm L+ L- SHIELD R- R+ N/A CABLE R E Q U I R E M E OP MAU 3 % RS• 232 R% S/ TX RA CIS O/p51D N/A 1. Leave SO of cable out 2. LeaVe 20' out of Cl 3. Leave 5' out of all q, A1. cables with a group length from origination of J1 and J3 ® ID DWG # ARCHITECTURAL DETAILS 5-PIN (F) XLR (XENON Y PAD A B C 0 E N/A other locations shall be the exact me ® JBL CONTROL E4 CT MCRO CF1.NG SPEAKER• ON LEAS BY ARCHITECT wf*l mum AS SNOW W AVO2 AVO5 DISPLAY DETAIL (UNUSED) 6-PIN uwc N/A N/A N/A N/A awo to the deotinatiol F7 ED AVO6 SPENCER DETAIL (UNUSED) C O M P O N E N T P I N - CA U 'IBS R E V I A ® 0 N S AVO7 FLOOR BOX DETAIL (UNUSED) con;Ores: ce£ETRTN: e:u•mIr: wsurACVJSER. ABOVE FINISHED FLOOR BELOW FINISHED CEILING E LECTRICAL CONTRACTOR GENERAL CONTRACTOR AUDIO VISUAL CONTRACTOR ELECTRICAL ENGINEER TO BE DETERMINED OWNER FURNISHED EQUIPMENT ISOLATED GROUND CENTER LINE 120 VOLT ALTERNATING CURRENT 24 VOLT DIRECT CURRENT JUNCTION BOX 3 - 1/2 . DEEP CEI LING BOX B RITISH THERMAL UNIT FIVE WAY CABLE (ROBIN) CONTROL LINE LEVEL AUDIO MICROPHONE 24 VOLT POWER 70 VOLT LINE LEVEL SPEAKER LEVEL CAT -5 CABLE CRESNET CABLE FOR CONTROL CC CRESTRON CONTROL C2 ULAED AVO8 CAMERA DETAIL (UNUSED) GQHTNL3t - 1(/AP" SERIES 0-PIN ro' 2 2 2 - 2 • - 5 ° T - T s I-`pN ro' 0 2 -G4IL MUD -RING WITH A 2' CROMTTED FACEPLATE LOCATED AT STNOAD RECEPTACLE /EMT (ARCHITECT TO DEFINE) EX1RON & BARCO 04111 '0' 2 — I a —a E-P" J2 O UJI ISED •M1 NE SES B PIL ro 2 I a a L PIN J3 40 LCD MONITOR LOCATED BY ARCHITECT. POSER AND CONNECTION TO BE LOCATED MO/1 CUTOUTS SONY L:ND JOL 9-1N ro• 5 - 0-PIN J4 MUSED DWG # AUDI❑ / VIDEO DETAILS PcA' CO/ VS4000PB tHPll ro• a — a I ----I -p- irpN J5 LJJ' � AV O9 PLATE DETAILS PRODW -425 MPS X. y =a 5 I �,0. 6. J6 AV10 RACK ELEVATION on a-pN ro• l - -5 2..---.3 3 8.----.5 0-PIN 'D' J7 5-GANG MJD -RING COD( N70- 519-5E3 LOCATED AT STANDARD SWTCH NOCHT FIR TWU AD CONNECTIONS. (ARCHITECT TO DEFINE) AV11 S IGNAL FLOW AMX UPC-20 LOW VOLTAGE SCI�'1/511ADE 1 - - 0 a - 7 J8 UNUSED AV12 CONTROL FLOW AMX UPC-20 HIGH VOLTAGE SCRED 17117L=1 -- e J9 UNUSED CUSTOM SNITCH LOW VOLTAGE EAp MOMENTARY o 4 9 — 0 � - Vanel a Q LOUSED - YSS "' 2 Plpplx 2 S S b 11 MUSED • • TEXTRON-NEC SYSTEM 51P 3-PIN P IX a 9-4M4 11/ N • • t C) h • \ l f ;LE. ! sAO ... 3 S Hmw Iwr r t,.✓ ,,/ f "R . r^'rc Y' C300 / L F300, V300 f Ti CZ: j ,` A r-: • 1 0 3 ..... t .... Y ... 7 ...., £ ... i F301, V301 C301 �... caw, v,: oa•: :o » „w,w4.waaw. »,»vvar.;;a war„ ea,. rn, „,n:»nea »eavaww,�o::;s;o,c ;a + :a' ».a » ;::�: #2 CJ3> C304 • :1AY \.„,; 40' LCD MONITQR''LOCATION ”' - ** *SEE ARCH- FOR EXACT LOCATION AND MOUNTING REQUIREMENTS , - AQ. -- LCD. ^_,.MONITOR„LOCATION,,,,,_„ ** *SEE ARCH DETAILS FOR EXACT LOCATION AND MOUNTING REQUIREMENTS ( NOTE I ) FOR: - LCD MONITOR CONNECTIONS TYPE: - 1 -GANG MUDRING LOCATION: - CONNECTION BEHIND /WITHIN MOUNT 07) (NOTE: I IF CONDUIT IS REQUIRED THE ELECTRICAL ENGINEER IS TO SPECIFY THE SIZE AND QUANTITY AT EACH LOCATION. EACH LINE REPRESENTS A SEPARATE CONDUIT FOR: - LCD MONITOR CONNECTIONS TYPE: - 1 -GANG MUDRING LOCATION: - CONNECTION BEHIND /WITHIN FOR: - RACK TYPE: - 2 -GANG MUD RING LOCATION: - BY ARCHITECT AS SHOWN ON AVO1 MOUNT FOR: - EXTRON SCP150AAP TYPE: - 5 -GANG MUDRING LOCATION: - BY ARCHITECT \ r� ••• „w•,w „w.a >•.••.e,.w. >• ,ww,.w.•„uaa,•••»www,,. ,v:aw w, r,'„ 0' ' »w.a.>000'' w»�wwww••e aww, w ,»„w„wr` »�w» „•,w.,,,•, \ •w.w`.•,,:ra i TOUCI -P4C `LOCATION ** *SEE 4H,_ . , DE9'AIL . ,, , EXACT LOCATION AN `• MOUNTING l REQUIRE l l k 2 ,Z T E N T S FOR: - CEILING SPEAKERS TYPE: - JBL CONTROL 24 CT MICRO LOCATION: - AS SHOWN ON AVO2 TYPICAL OF 4 SPEAKERS TAP AT 7.5 WATTS 1 Ad NOTE I = J I , POWER , TEL /DATA , AND CABLE LOCATIONS FOR LOBBY ARE LOCATED WITHIN THE CONFERENCE ROOM MILLWORK ** *SEE CONFERENCE ROOM A/V DETAILS FOR LOCATION ,.v . , .,. €I j et= S 1/"1 ii .4 - l/ • v.) I 6 ff AL . /-""s.7""\, ' E 5,....,,. £ v •^,,.. i..,..� / ....rc r 1 . F300 FOR: - PROJECTOR CONNECTIONS TYPE: - APPROXIMATE LOCATION LOCATION: - BY ARCHITECT as shown on AVO i £ +,.,,,f I «V Ni.GNlli ” m W' F4% F: uN:: w. cv'! n' w. uN: v.+,+'. vHN.: NNNX.✓: Vrc yp/,; �rN. vvilN. 4:✓ iiF; 4:( v. N.✓ X. vvX. 4: viN. vuKV. vA: VU' IJ..: vv/J J// sw.: wullN.t fKVNN /ldtv.F/lv.VlJ.vvA%/.VJx 3 0 3 D 03, P300 :1 ,,, r,, w,,,"""' w•, ,., w», a.,, ,.,•,.„,,,, »,w,r ,w „w,r IF CONDUIT IS REQUIRED THE ELECTRICAL ENGINEER IS TO SPECIFY THE SIZE AND QUANTITY AT EACH LOCATION. EACH LINE REPRESENTS A SEPARATE CONDUIT \ \ FOR: - EQUIPMENT RACK TYPE: - 2 -GANG MUDRING LOCATION - nY ARCHITECT as shown on AVO1 t \ i \ *t ) �it -r' L. ( Y'R '\ i , i i / I / / I .. :) / -*V Th AI FOR: - EXTRON SCP150AAP TYPE: - 5 -GANG MUDRING LOCATION: - BY ARCHITECT as shown on AVO1 r C300 C301 5300 S302 302 5301 F301, A300, C3 FOR: - SCREEN CONTROLLER TYPE: - DALITE SCB -100 LOCATION: - BY ARCHITECT as shown on AVO2 FOR: - PROGRAM SPEAKER TYPE: - JBL CONTROL 24 CT MICRO LOCATION: - CEILING LEFT OF SCREEN BY as shownV0a A FOR: - PROGRAM SPEAKER TYPE: - JBL CONTROL 24 CT MICRO LOCATION: - CEILING LEFT OF SCREEN BY as "\\ A/V RACK;,, AND J I LOCATION FOR CONFERENCE ROOM.....•` "`.,- .w,r...ww� Ft A/V RACK I' AID °' - J 1 LOCATION / FOR CONFERENCE/ROOM shownV ®B A FOR: - PROGRAM SPEAKER TYPE: - JBL CONTROL 24 CT MICRO LOCATION: - CEILING RIGHT OF SCREEN as shown orb AVO FOR: - PROGRAM SPEAKER TYPE: - JBL CONTROL 24 CT MICRO LOCATION: - CEILING RIGHT OF SCREEN as shown orE AVO FOR: EXTRON R TYPE: COMPUTER - COMPUPU TER R INTERFACE (jl(` -'�I(/ LOCATION: - WITHIN TABLE AV RACK ?O -112' W x16 "D AV RACK 20 -1/2"W x16 "D T E N T S DOrM31 TQUCN ?AD LOC TI JN ARCH DETAILS FOR IO AND MO,UNTI`NG REQUIREMENTS 4, SOUTH SEATTLE BRANCH 304 STRANDER BLVD SEATTLE , WA 98188 Gensle THIS DOCUMENT ARID Ti'IE IDEAS AND DS SIOTIS I PICORPORATED HEREIN, MAY NOT SE USED IN WHOLE OR IN PAR':, FOR ANT OTHER PROJECT WITHOUT THE: WRITTEN PFERMIS13I1.1N OF (2 C:f?. PYRAMID. IRIt:. DOPYRIOHT 1 ' CCR PYRAMID, INC, 2007 I4 I Seal/Signature I Project Name Fidelity Investor Center — SEATTLE BRANCH Project Number CAD File Name Description AUDIO /VISUAL. DETAIL PLAN 460 TOTTEN FLING ROAD, SLIITF. 720 WALTHAM. MA 02451 TEL ye; - FAX 7Si.547.74SM WWW.CCRPYRAMID,CDM Issue Date & Issue Description AVOI Qc 2005 Gensler. 01 07/02/08 ISSUED FOR PERM One Beacon Street Third Floor Boston MA 02 108 Telephone 617.619.' >700 Facsimile 617.619 5701 T (fir CONSTRUCTION RECEIVED CITY OF TUKWIIA SF?, 1 2 2008 PERMIT CENTER I By Check MM £ >D __ ____. 2' -5 _ - AUDIO /VISUAL _ EQUIPMENT - ( CAPCET r DDIM r I L. �1 P.C. `` 1� .1 LAPTOP .► � _._. V0 `A W...- SCE' /1 ;. ' in ,� F r`", A 1s — — A ' 0 2 c, r A �.. NOT Y� Q, • T NOT TO SCALE AUDIO /VISUAL _ EQUIPMENT - FR 1 � \S t I Sw.rm SCREEN DETAILS DALITE TENSIONED ADVANTAGE ELECTROL ELECTRIC PROJECTION SCREEN 6- 3/8'Hx109 -1/2' Wx6- 13/16' APPR ❑X, 106 LBS DIE 1i TTACFfD i0 CASEC VG X 16 W DOD PROJECTOR DETAILS NEC MT1065 LCD 14.15'Dx12.72'Wx4.53'H APPROX. 13 LBS 1200 BTU /HR VIDEO PROJECTOR SIDE ELEVATION 4.53 C�q I PLAN VIEW AUDIO /VISUAL _ EQUIPMENT FRI\T VI ELECTRICAL JUNCTION B0 MIDDLE ATLANTIC BRK 16 EQUIPN ENT RACK 29.5 "H x 16 "D x 20.5 "W 1800 BTU /HR T VIEW REAR VIEW MIDDLE ATLANTIC BRK 1 6 EQUIPMENT RACK 29.5 "H x 16 "D x 20.5"W 1800 BTU /HR DECKING W REAR VIEW 134 ' . 4 V _ AUDIO /VISUAL _ - EQUIPMENT - 2'- O ISOMETRIC -VIEW N❑TEI G.C. TO OFFSET PROJECTOR MOUNT 2,9' TO THE RIGHT TO ACCOM ❑DATE AN OFFSET LENS ON THE PROJECTOR _ 1' 8a' 12' SCREEN TO LENS O SECTION -VIEW u ARCHITECT TO DESIGN EXAMPLE ONLY (4) 3/6' THREADED ROD MOUNTED 30' ON CENTER SECURE TO DECKING * **MUST BE CAPABLE OF SUPPORTING A 150 LBS LOAD. THREADED ROD TO BE SECURED W /LOCK WASHERS AND FLAT WASHERS LOCATED BOTH ON TOP AND BOTTOM OF UNISTRUT UNISTRUT KINDORF OR OTHER APPROVED METAL CHANNEL 1 -5 /8'x1-5/8' SLOTTED *r*LEGNTH AS REQUIRED p*RY SC. 1 -1/2' NPT PIPE CUT TO LENGTH REQUIRED A.V.C. TO COORDINATE CHEIF RPA1065 CEILING MOUNT NEC MT1065 VIDEO PROJECTOR ** *SEE INFORMATION AT LEFT OF PAGE SUPPLIED BY AV CONTRACTOR] 04 A V0 2 crki is I_.4. OBB € l I E NOT TO SCALE'. V OLUME • r • • • Extron PROJECTOR P C C C C DVD &VCR CONTROL • DVD •VCR Tx • TITLE MENU ENTER TV /VCR PREV PLAY FWD PAUSE STOP I* 0 0 0 0 SCP 150 AAP NOT TO S C h \ 1 PI ��.. ` A t J bO8M31 y,E /7'7 SOUTH SEATTLE BRANCH 304 S TRANDER BLVD SEATTLE , WA 98188 ensle GCS. pyRAMID 460 TOTTEN POND ROAD, SUITE 720 WAt.TVIP.M, MA 132451 TEL 7e 1.547.74013 1' ?.X 701.547.7450 WWW.CCRPYRAMiO.DOM THIS DOCUMENT AVID THE !DEAF.: AND DESIGNS INCORPORATED HERE.IN, MAY NOT eE U000 IN WHOLE OR IN PART, FOR ANT OTHER PESO.IECI WITHCII.FF THE WRITTEN PERM:ii'i1C.1N OF OCR PYRAr.11D. COPYRIGHT © OCR PYRAMID, INC. 2007 ISSUE: Date & Issue Description Seal/Signature • 1 Project Name Fidelity Investor Center — SEATTLE BRANCH 1 Project Number F. -.._. File Name Description AUDIO /VISUAL DETAIL PLAN Scale 01 0)1/02/'08 ISSUED FOR PERM 0 1 2' !AVO2 ©2005 Gensler INVESTMENTS Fidel" One Beacon Street Third Floor Boston MA 02108 Telephone 617.619. Facsimile 617.619 By MM T CO(\ STRUC T 1 O Check JD RECEIVED CITY OF TUKWILA SFP, 12 2008 PERMIT CENTER 700 5701 2' -5 _ - AUDIO /VISUAL _ EQUIPMENT - I 1'8R' - _._. V0 `A W...- SCE' /1 ;. ' in ,� F r`", A 1s — — A ' 0 2 c, r A �.. NOT Y� Q, • T NOT TO SCALE AUDIO /VISUAL _ EQUIPMENT - FR 1 � \S t I Sw.rm SCREEN DETAILS DALITE TENSIONED ADVANTAGE ELECTROL ELECTRIC PROJECTION SCREEN 6- 3/8'Hx109 -1/2' Wx6- 13/16' APPR ❑X, 106 LBS DIE 1i TTACFfD i0 CASEC VG X 16 W DOD PROJECTOR DETAILS NEC MT1065 LCD 14.15'Dx12.72'Wx4.53'H APPROX. 13 LBS 1200 BTU /HR VIDEO PROJECTOR SIDE ELEVATION 4.53 C�q I PLAN VIEW AUDIO /VISUAL _ EQUIPMENT FRI\T VI ELECTRICAL JUNCTION B0 MIDDLE ATLANTIC BRK 16 EQUIPN ENT RACK 29.5 "H x 16 "D x 20.5 "W 1800 BTU /HR T VIEW REAR VIEW MIDDLE ATLANTIC BRK 1 6 EQUIPMENT RACK 29.5 "H x 16 "D x 20.5"W 1800 BTU /HR DECKING W REAR VIEW 134 ' . 4 V _ AUDIO /VISUAL _ - EQUIPMENT - 2'- O ISOMETRIC -VIEW N❑TEI G.C. TO OFFSET PROJECTOR MOUNT 2,9' TO THE RIGHT TO ACCOM ❑DATE AN OFFSET LENS ON THE PROJECTOR _ 1' 8a' 12' SCREEN TO LENS O SECTION -VIEW u ARCHITECT TO DESIGN EXAMPLE ONLY (4) 3/6' THREADED ROD MOUNTED 30' ON CENTER SECURE TO DECKING * **MUST BE CAPABLE OF SUPPORTING A 150 LBS LOAD. THREADED ROD TO BE SECURED W /LOCK WASHERS AND FLAT WASHERS LOCATED BOTH ON TOP AND BOTTOM OF UNISTRUT UNISTRUT KINDORF OR OTHER APPROVED METAL CHANNEL 1 -5 /8'x1-5/8' SLOTTED *r*LEGNTH AS REQUIRED p*RY SC. 1 -1/2' NPT PIPE CUT TO LENGTH REQUIRED A.V.C. TO COORDINATE CHEIF RPA1065 CEILING MOUNT NEC MT1065 VIDEO PROJECTOR ** *SEE INFORMATION AT LEFT OF PAGE SUPPLIED BY AV CONTRACTOR] 04 A V0 2 crki is I_.4. OBB € l I E NOT TO SCALE'. V OLUME • r • • • Extron PROJECTOR P C C C C DVD &VCR CONTROL • DVD •VCR Tx • TITLE MENU ENTER TV /VCR PREV PLAY FWD PAUSE STOP I* 0 0 0 0 SCP 150 AAP NOT TO S C h \ 1 PI ��.. ` A t J bO8M31 y,E /7'7 SOUTH SEATTLE BRANCH 304 S TRANDER BLVD SEATTLE , WA 98188 ensle GCS. pyRAMID 460 TOTTEN POND ROAD, SUITE 720 WAt.TVIP.M, MA 132451 TEL 7e 1.547.74013 1' ?.X 701.547.7450 WWW.CCRPYRAMiO.DOM THIS DOCUMENT AVID THE !DEAF.: AND DESIGNS INCORPORATED HERE.IN, MAY NOT eE U000 IN WHOLE OR IN PART, FOR ANT OTHER PESO.IECI WITHCII.FF THE WRITTEN PERM:ii'i1C.1N OF OCR PYRAr.11D. COPYRIGHT © OCR PYRAMID, INC. 2007 ISSUE: Date & Issue Description Seal/Signature • 1 Project Name Fidelity Investor Center — SEATTLE BRANCH 1 Project Number F. -.._. File Name Description AUDIO /VISUAL DETAIL PLAN Scale 01 0)1/02/'08 ISSUED FOR PERM 0 1 2' !AVO2 ©2005 Gensler INVESTMENTS Fidel" One Beacon Street Third Floor Boston MA 02108 Telephone 617.619. Facsimile 617.619 By MM T CO(\ STRUC T 1 O Check JD RECEIVED CITY OF TUKWILA SFP, 12 2008 PERMIT CENTER 700 5701 COMMUNICATIONS SYMBOLS LEGEND SYMBOL DESCRIPTION of I CAT5E ( I LAN CONNECTION) (LAN tt I WHITE) WALL TELEPHONE PORT (48' A . F . F) , .' I CAT5E ( I LAN CONNECTION) (LANs I WI -IITE ) WALL TELEPHONE PORT 7 2 CAT5E ( 2 LAN CONNECTIONS ) (LANU I WHITE) (LANu 2 BLUE) - WALL MOUNTED TFI F /DATA PORT . 2 CAT5E ( 2 LAN CONNECTIONS) (LANtt I WHITE) (LAN142 BLUE) - FLOOR MOUNTED TELE/DATA PORT . �I I CAT5E - UNTERMINA I H.) ON WALL 80' AFF TO SUPPORT CHIMES . TERMINATE CHIMES ON SMP MODT406 BRIDGE MODULE LOCATED ON VOICE BACKBOARD . TERMINATE CABLE DIRECTLY INTO CHIME , NO FACEPLATE. XX FURNITURE FEED LOCATION . 119 wu �,.au, _,.a, a,�„�a,,,...... ..,�a,� ... ♦u � �, .., w... A'" : "", ,, , ... 7 ,1tt;tr ,,,a ,��x.,, 13 21 122 101 tr .w 158 O 145 .1 Its Re- 153 154 15` 155 156 CHIME 01 w 13 13 13 6 13 OR- 60400435 -- VERTICAL CABLE MANAGEMENT CAGE 4"W- 6"D- 77.75 "H Y p CKI OARD FM SECURITY I ' S6 BLOCKS OUTLET CONVENIENCE COM01 2" FORSEKWCE PRWADER BLOCK FOR 5 S 66 BLOCK FOR 50 FR . SERVICE DEMARC F PROVIDER BLOCK FOR 2 0 OR- 60400169 MIGHTY MO 3 CABLE MANAGEMENT RACK 23.75"W- 16.50 "D -84 "H MGM MO O.MIIRE MANAGER ( 4 PORT SWITCHICI3C0 29513 MIGHTY MO I1 IRE MANAGER (9) 48 POD STITAIMIS MIGHTY MO R•WIRE MANAGER (OR4108044549) 48 PP (DATA 2) BLUE LAN (OR.PHIMESU48) MIGHTY MO IIaNIRE MANAGER (OR44549) 48 PP (DATA 2) BLUE LAN (OR14 4 POD OWITCHICISCOMO MIGHTY MO MARE MANAGER (OR•808044549) SPARE SHELF (OR.804045388) CABLETRAY MOUNTED 8' -0" AFF 1 _ � a. ON CENTER 4" se t.' BACKBOARD FOR MRSMMTY 00 00 00 4' BACKBOARD F OR`>wCnVA Mo Y L5-20R VOICE OUTLET PLUG MOLD STRIP WITH A MININUM OF 8 RECEPTICALS AT G' ON CENTER AND A 20 AMP TWIST -LOCK NEMA L5-20R PLUG. OR- 60400169 MIGHTY MO 3 CABLE MANAGEMENT RACK 23.75"W- 16.50 "D -84 "H WM • (OR.808000010) CISCO 28N ROUTER! WM •(OR-808000010) CISCO 2821 ROUTERS MIGHTY MO MARE MANAGER ( 48 PP (DATA 1) WHITE LAN (OR•PHD5E8U48) MIGHTY MO R•MIIRE MANAGER ( 48 PP (DATA 1) WHITE LAN (OR- PHD5EBU48) too WM • (OR•808000010) SPACE FOR 6700 MODEM NEW 0700 VoWP PHONE SWITCH WM • (OR-808000010) 24 PP (1M13) (0R.808004388) WM • (OR- 808000010) 24 PP (CO) (OR1O8004388) WM • (OR•808000010) 15" MONITOR (RMHCB•LC015) SMART VIEW PRO SVPRO DIGIEYE SHELF FOR DIGIEYE SPACE FOR SERVERS SHELF FOR SERVER APC 3000 UPS PARTS SUA3000RM2U C Fidelity Branch Office Structured Cabling System 1. The objective, of this Structured Cablin13, Systbm rice r de a universal communication outlet at each work locada rsa1Tlra.blet will consist of multiple communication outlets. The StrngtEyedef>jabhall be manufactured by Ortronics supporting GigasBit Ethernet and will qualify for the Ortronics twenty -five (25) exte0aQg7tivi 2. The specification will mandate that theldokaterantartatimics qualified and will furnish Fidelity Corporate )3ie (theE Wabtywftive (25) year Ortronics warranty. 3. The Structured Cabling System will consist of: ® The contractor shall furnish and instgptpl ro3ii.. 3Oci(OR- 60400169), with Shelves (OR- 604045388) 4 point mounttajIea dwo (2) Vertical Mount Power Strips (OR- 60400381) in the equipment Room. • The contractor shall furnish and instaairtdAiT(?t)male Telco to female Telco cables from the voice backboard to the OtridlnitSRNdJgh This cable shall be terminated on two (2) Ortronics Pre dkir( -a053 357B1) , on the voice backboard and on two (2) Ortronics 24 Pon$sP.012h8P813O4388). Refer to the detail drawing for proper insztadanhisonairlhdae used to extend incoming circuits to the Mighty Mo 3 racks, dhaldoptmardtlerthe necessary material and to crosswire the necessary number of circihiestimloolhiRedndlgzas directed by Fidelity. The contractor shall coordiaateradAtasaritbofFidelity Distributive Services. • The contractor shall furnish and inssa3alb1Eisle(B(a)tek 4T1R- 2202v- SP -BT) from the MPOE to the LAN room voice backlmiamte d eiboth ends using Krone RJ48X blocks (6639 -1- 003 -03), • The vertical component of the structuredmcabll ] ingoEyhtt of the following: The contractor shall furnish and instpairtd'atat (3t) (J5hawk M56801 or an approved equal) from the Equipment Room to.thThMEGEcables shall be terminated at both ends on Ortronics Prbo edE'68())35OF157B1) . • The two (2) LAN Office standard specified which installation of one blank. • Two (2) gigabit enhanced category 5E cableANlE: ark- 'hk br an Ortronics approved equal. The color of blae OhtllEbeaWhite (PN #230670) for LAN #1 and Blue (PN #230645) #Zor Tlninate the cables on enhanced category 5E 568B LAN jacks at thenwanid shagigabit 48 port patch panel (OR- PHD5E6U48) in the eqpiaptthEL =tractor shall furnish and install wire mangers (OR- 808044549) as shown. • The voice /data communication shall conslotir»4 V p& nts: Confirm outlet color with electrical devices • Quantity Description 1 1 2 1 1 1 • Quantity 1 1 2 1 1 1 ® Quantity 1 1 Additional Equipment Wall Mounted Applications Caddy MPLS1 Trac -Jack faceplate Cat 5e LAN 568B Trac -Jack Yellow LAN #1 Icon Blue LAN #2 Icon Blank Module Surface Mount Office Box Trac -Jack faceplate Cat 5e LAN 568B Trac -Jack Yellow LAN #1 Icon Blue LAN #2 Icon Blank Module III Demountable Wall Applications Description Description Wall Phone Applications II communication outlets shaddedbeadlethig Fidelity Branch communication outlet. Aaatighatplelzall be will allow for additaospichfiixleboaation without the an additional wall PaadieoutTI :tr sltal1 be equipped with Ill I ' Part Number MPLS1 OR- 40300547 -88 OR- TJ5E00 -88 OR- 40324200 OR- 40326200 OR- 42100002 -88 Part Number OR- 40300185 OR- 40300547 -88 OR- TJ5E00 -88 OR- 40324200 OR- 40326200 OR- 42100002 -88 Part Number RJ -45 Wall Jack OR- 40300637 Cat 5e LAN 568B Trac -Jack OR- TJ5E00 4 The enhanced category 5 cables shall behEtelithlatfpr t to transmit gigabit Ethernet. The testiag baMlitts and drawings will become part of the "as blalt h. V ti�m_iment. contractor shall be required to instaftloorlpihtmatbd the area served from a FCR. • The contractor shall furnish and inst aLIOD A RakMrtunt UPS. APC part # (SUA3000RM2U). • The contractor shall provide 4 Ortronics 1c5� eppat aSD ca location installed. This will cons.etpotfc112a331'eEaand (2) 5' Cat5e patch cables for each active connection. The contractor shall provide two (2) 20! CThesecwIll be for the sprint frame relay circuits from thehbacbhberdltoated in rack #2. • The contractor shall furnish and instalcieW.afIsck Voi (Part# UTA -1) 80" AFF to locations caileedgoUtM01.dr The Contractor shall paint the Wheellock chime white. The contractor shall furnish and insigddntinr re equ one (1) Black Box RJ -45 Modular splitterimbar Voice Ch (FM800 -R2). ® The contractor shall furnish and instrdlslta(tti.)omeiiwcserver and Digi -eye. See drawing COM01 Rack Elevatioh.03 /COMO Ji lab SOUTH SEATTLE BRANCH 3 04 STRANDER BLVD. SEATTLE, WA 98188 Ge sIer tttistittlist n.:St ;ZS I 4617 Tr :JTr'F..N FEIN> 12CJAC:. SUITE. '7:(.1:, WAL:/HAM, MA (:1241: ,1 TEL 771 .547.74CO FAY, 761.54 7.7450 WWW.CCRPYRAMID.00M THIS DOCUMENT AND THE 10E45 AND LEFiiUNS INC :ORPe. RATED HEREIN, MAY NOT 9E. J.:9EC) IN w HOLE; OR IN PART, FOR ANY fJTHF'.R FRI :WEC :T YA'ITHOL'T THE WRITTEN PERMISSION OF CCR PYRAMID, INC. COPYRIGHT COFE PYRAMID, INC. 2007 I Seal/Signature Pro act Name Fidelity Investor Center — SEATTLE BRANCH Project Number I CAI) Eli. le Name I De cription COMMUNICATION OUTLETS PLAN FIRST FLOOR Scale 0 1 2' COMOI 02005 Gens,ler Issue ()ate t. issue I)e scr By Check 01 07/02/08 MM JD ISSUED FOR PERMIT' CONSTRU I!OI One Beacon Street Third Floor Boston M[ 02108 Telephone 617.619. Facsimile 617.619 RECEIVED CITY OF TUKWILA SEP. 12/008 PERMIT CENTER II 700 5701 (M 3 rL • • `• • . limmow .;; .. .... ... .... " ' ttt : Oi tt: „t „ • . ....... " ..... .. . .. ... ! ' , •••••••••• , P:1 (--\ 4 I T r• .... NOINEMMEMBERINGSSM .. , ...„,.; k " , ............,...= k , :"." 7 ".:‘ , """ 7 " ,, ,,,,,,,,,4' k.. -7 ::::,. : : ; • .„ , . !; ...,,., ,„ 11(k" t•s; JANITOR/ NOT ..... 10 ....... . .. ...... .. .. ............ ----------------, .. ................... . ... F . OFFI ...... / .... .... k t7I — p ..... .... ...... .•••• • • . ..... • ;.; ..... • ...... ';.;A •, ... \ / ,,,777.71:7177At ''...." ; , , ... .." ; — ... • `..." .... ;;;"';'' .. ................................ • e • k • : ... ..... ...... t • , t7• • tt . t:I.; NOTE 2.2 KP • • , 4 I X 1 r .. , : :.; ts 2M5Ya.,'n=2WW.taana4 ...... M? ......... ---------- tIt I , .... • \ ktk. ..... 4SEIBENIMS t , ,f '', .., ,1 .1. i • ''.;"..-, ' z , / • 12 I CONTROL PANEL CARD READER DUAL TECH - CARD READER DURESS BUTTON REMOTE DOOR RELEASE EGRESS BUTTON EGRESS MOTION MOTION DETECT GLASS BREAK KEY SWITCH leasszessm KEY PAD SECURITY ENCLOSURE SECURITY PEDESTAL JUNCTION BOX se MAGNETIC CONTACT MAGNETIC LOCK TEMPERATURE SENSOR ALARM STATUS HVAC POINTS 0 , EPO BUTTON 4@ GAS SENSOR DOOR ALARM VIDEO MONITOR VIDEO INTERCOM FIRE ALARM SHOCK SENSOR SMOKE DETECTOR HEAT DETECTOR VIDEO CAMERA PAN TILT ZOOM VIDEO CAMERA::: GENERAL NOTE: I PLEASE REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF SECURITY DEVICES . I 5" MONITOR WALL MOUNTED . ARCHITECT TO COORDINATE EXACT LOCATION AND MOUNTING 1-1EIG1-11 2 . 2 10" MONITOR . CLIENT TO COORDINATE TI-1E EXACT LOCATION . 2 . 3 MAGNETIC CONTACT FOR ROOF 1-IATC1-1 . I D 0 Fiy. Li 37 DRAVVING NOTES: II I SOUTH SEATTLE BRANCH 304 STRANDER BLVD SEATTLE, WA 98188 I A c :::Nf;:".;?;;;;; 46• TOTTEN POND ROAD, SUITE 720 WAL.THAM. MA 024 TEL. 72 I .5.17.7400 FAX 721.547.745D WWW.DCRRYRAMID.COM THIS DOCUMENT AND 016 IDEAE: AND DESI0N0 INCORPORATED HE.REIN, MAY NOT BE. UBE0 IN W'HULE OR IN PART, t ANY DINER PRI:7,1E.DT WITHC.ILIT THE WRITTEN PE.RMtEISION OCR PYRAMID. INt;:. COPYRIGHT C OCR PYRAMID, INC, 2007 Issue Date & Issue Description I S ea 1 /S ignature Project t Name Fidelity Investor Center — SEATTLE BRANCH Pro j e ct Number CAD Pile Name Description SECURITY PLAN FIRST FLOOR 1 Scale INVESTMENT NeIRAMID 01 07/02/08 ISSUED FOR PERMIT &: 00 0 1' 2 SECO1 @2005 Gensler RECEIVED CITY OF TUKWILA SFP 'k2Z008 PERMIT CENTER One Beacon Street Third Floor Boston MA 02108 Telephone 617.619. 700 Facsimile 617.619 5701 By M M STRE Check iD PIPING LEGEND WET PIPE SPRINKLER SYSTEM SPR - - - - - - SPR EXISTING WET PIPE SPRINKLER SYSTEM O SUPERVISED OUTSIDE SCREW & YOKE VALVE WITH TAMPER SWITCH SPRINKLER HEAD - EXISTING TO REMAIN X DCVA SPRINKLER HEAD - EXISTING TO BE REMOVED - 0 SPRINKLER - UPRIGHT ON NEW PIPING -p SPRINKLER - PENDENT ® SPRINKLER - CONCEALED - D4 IF SPRINKLER - WET SIDEWALL V SPRINKLER - DRY SIDEWALL r l SPRINKLER - DRY PENDENT D CHECK VALVE I---- FCVA FLOOR CONTROL VALVE ASSEMBLY + FDV FDC WALL MOUNTED FIRE DEPARTMENT INLET CONNECTION ANGLE VALVE FREE STANDING FIRE DEPARTMENT INLET CONNECTION it H YD PRV FIRE HYDRANT pg< SPD SPRINKLER DRAIN SPD OED OPEN END DRAIN 0 FIRE DEPARTMENT HOSE VALVE CABINET DIRECTION OF SLOPE FHC FIRE HOSE CABINET i FS ELBOW UP OR RISE 0 IP PS ELBOW DOWN OR DROP Q PG TEE LOOKING DOWN o WMG TEE LOOKING UP O EAB VIV VALVE IN VERTICAL -- POST INDICATOR VALVE Q PIV UNION - -III - AND ROADWAY BOX D VALVE FLOW IN DIRECTION OF ARROW CAP OR END OF PIPE ETR EXISTING TO REMAIN 7 L/,L / W/ / / / //qf/ ETBR EXISTING TO BE REMOVED REDUCER /INCREASER __L_ PIPE SLEEVE CTE CONNECT TO EXISTING LEGEND OS &Y OUTSIDE SCREW AND YOKE VALVE OS &Y SUPERVISED OUTSIDE SCREW & YOKE VALVE WITH TAMPER SWITCH DCVA DOUBLE CHECK VALVE ASSEMBLY ><11" 0 ALARM CHECK VALVE (WET SYSTEM) ALARM CHECK VALVE (DRY SYSTEM) 40 ALARM CHECK VALVE (PREACTION SYSTEM) - D4 GATE VALVE DQ GATE VALVE (NORMALLY CLOSED) r l BUTTERFLY VALVE CHECK VALVE I---- BALL VALVE -- I cb FDV FIRE DEPARTMENT HOSE VALVE C;I ANGLE VALVE k PRV PRESSURE REDUCING /REGULATING VALVE pg< - Dal GLOBE VALVE ® FDVC FIRE DEPARTMENT HOSE VALVE CABINET Io-'wMMAI FHC FIRE HOSE CABINET i FS FLOW SWITCH IP PS PRESSURE SWITCH Q PG PRESSURE GAUGE o WMG WATER MOTOR GONG EAB ELECTRIC ALARM BELL POST INDICATOR VALVE Q PIV AND ROADWAY BOX D VALVE '9P3' PAP _LAIL M: \2008 \20080075- Fidelity Seattle, WA \Fire Protection \20080075 FP01.01 FP LEGEND, DETAILS, SCHEDULES & SPEC.dwg [30x42] June 30, 2008 - 11:10arn rejofodomi GENERAL NOTES 1. FIRE PROTECTION WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE AND THE REFERENCED NATIONAL FIRE PROTECTION ASSOCIATION CODES INCLUDING 13, 14, 20 AND 2. ALL FIRE PROTECTION SYSTEMS, EQUIPMENT, PIPING AND VALVES SHALL BE INSTALLED AND TESTED BY THE STATE AND EXPERIENCED IN THE INSTALLATION OF SPRINKLER SYSTEMS. BUILDING CODE, LOCAL AMENDMENTS 24. BY A SPRINKLER CONTRACTOR LICENSED 3. OBTAIN ALL PERMITS AND PAY ALL FEES ASSOCIATED WITH THIS WORK PRIOR TO COMMENCEMENT. 4. PIPING AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED IN THE FIELD. 5. THE DRAWINGS SUGGEST ROUTING OF PIPING, PIPE SIZES AND APPROXIMATE LOCATION OF SPRINKLERS. THE CONTRACTOR SHALL PRODUCE A COMPLETE SET OF WORKING PLANS IN ACCORDANCE WITH NFPA 13 CHAPTER 14. THE SYSTEM SHALL BE HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA SPECIFIED. SEE PROOF HYDRAULIC CALCULATIONS INCLUDED WITH THESE DRAWINGS. 6. IN ADDITION TO REVIEWING AND COORDINATING WITH THE OTHER TRADES (CIVIL, STRUCTURAL, ARCHITECTURAL, HVAC AND ELECTRICAL) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE DETAILS OF CONSTRUCTION. 7. FURNISH AND INSTALL ALL NECESSARY PIPING EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 8. PROVIDE ACCESS TO ALL EQUIPMENT REQUIRING PERIODIC SERVICE AND MAINTENANCE. 9. FURNISH ACCESS PANELS TO THE GENERAL CONTRACTOR FOR INSTALLATION UNDER THE RELATED TRADES. 10. PITCH ALL PIPING TO DRAIN. PROVIDE AN AUXILIARY DRAIN AT ALL LOW POINTS. 11. PROVIDE WATER TIGHT SLEEVES ON ALL PIPES PASSING THROUGH EXTERIOR WALLS AND BASEMENT FLOORS. 12. ALL VALVES CONTROLLING FIRE PROTECTION MAINS SHALL BE PROVIDED WITH TAMPER /SUPERVISORY SWITCHES WIRED TO THE FIRE ALARM CONTROL PANEL. 13. CONTRACTOR SHALL PROVIDE FIRE STOPPING FOR ALL PENETRATIONS THRU FIRE WALLS AND FIRE RATED SEPARATIONS. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND RATINGS OF ALL FIRE RATED SEPARATIONS AND BARRIERS. INSTALLATION OF FIRE STOPPING SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 14. ALL FIRE PROTECTION SYSTEMS SHALL BE SEISMICALLY BRACED ACCORDING TO THE APPLICABLE SECTIONS OF THE STATE BUILDING CODE AND THE REFERENCED EDITION OF NFPA -13. 15. CONTRACTOR TO COORDINATE EXISTING PIPING WITH NEW REFLECTED CEILING PLAN AND MAKE ALL NECESSARY ADJUSTMENTS. 16. ALL ARM -OVERS TO BE 1" PIPE. 17. CONTRACTOR TO PROVIDE SPRINKLERS UNDER ALL DUCTWORK AND EQUIPMENT GREATER THAN 48" IN WIDTH PER NFPA 13. FIRE PROTECTION SPECIFICATION GENERAL 1. GENERAL PROVISIONS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK IN CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL COMPONENTS AND MATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL. 2. SCOPE: PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF THE SPECIFICATIONS, WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING: a) REMOVAL OF SPRINKLER HEADS. (WET SYSTEM), b) REMOVAL OF EXISTING WET SPRINKLER BRANCH PIPING, c) ADDITION OF NEW SPRINKLER HEADS, d) HYDRAULIC CALCULATIONS AND SHOP DRAWINGS IN ACCORDANCE WITH NFPA 13, 2002, e) TESTS. 3. SITE VISIT: BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. INDICATE IN BID, ANY AREAS WHERE SPRINKLERS ARE REQUIRED BUT NOT SPECIFIED OR SHOWN IN THE BID DOCUMENTS. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER. OBTAIN SHELL AND CORE SPRINKLER CONTRACTOR'S AS -BUILT DRAWINGS AND HUDRAULICAL CALCULATIONS FROM THE CONSTRUCTION MANAGER. 4. RELATED WORK: THE FOLLOWING WORK IS NOT INCLUDED IN THIS SECTION AND WILL BE PROVIDED UNDER OTHER SECTIONS: a) FIELD PAINTING, b) ELECTRICAL POWER WIRING FOR ALL EQUIPMENT, c) HEATING, VENTILATING, AND AIR CONDITIONING, d) PLUMBING, e) TEMPORARY LIGHT POWER, WATER HEAT, GAS AND SANITARY FACILITIES FOR USE DURING CONSTRUCTION AND TEST. 5. CODES, STANDARDS, AUTHORITIES AND PERMITS: PERFORM WORK REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LEGAL JURISDICTION. MATERIALS AND EQUIPMENT SHALL BE MANUFACTURED, INSTALLED AND TESTED AS SPECIFIED IN LATEST EDITIONS OF: a) LOCAL AND STATE BUILDING AND FIRE DEPARTMENT CODES, b) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), c) AMERICAN INSURANCE ASSOCIATION (A.I.A.) (FORMERLY NATIONAL BOARD OF FIRE UNDERWRITERS), d) UNDERWRITERS' LABORATORIES (UL). 6. SUBMITTALS: PROVIDE PRODUCT DATA PREPARED BY MANUFACTURERS, SUPPLIERS AND VENDORS COMPRISING OF: a) PIPE, FITTINGS AND JOINTS, b) SPRINKLER HEADS, c) HYDRAULIC CALCULATIONS, d) WORKING PLANS. 7. WORKING PLANS: SUBMIT WORKING PLANS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN MASSACHUSETTS TO AUTHORITIES THAT HAVE JURISDICTION, INCLUDING: a) ARCHITECT, b) SEATTLE INSPECTIONAL SERVICES DEPARTMENT, c) SEATTLE FIRE DEPARTMENT. SUBMIT WORKING PLANS IN ONE COMPLETE PACKAGE. WORKING PLANS WILL BE SUBJECT TO ARCHITECT'S FINAL APPROVAL. SUBMIT TO ARCHITECT ONLY AFTER REVIEW BY OTHER AUTHORITIES. 8. OPERATION AND MAINTENANCE DATA: SUBMIT OPERATING AND MAINTENANCE MANUALS INCLUDING SYSTEM DESCRIPTION AND WIRING DIAGRAMS FOR THE FOLLOWING: a) SPRINKLER HEADS. 9. RECORD DRAWINGS: RECORD DRAWINGS SHALL BE SUBMITTED AT THE COMPLETION OF THE PROJECT SHOWING THE "AS- BUILT" CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATIONS OR ADDITIONS TO ORIGINAL DESIGN. 10. WARRANTIES: GUARANTEE WORK OF THIS SECTION IN WRITING FOR ONE YEAR FROM DATE OF OWNERS ACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN THE PERIOD, PROMPTLY AND TO OWNER'S SATISFACTION AND CORRECT DAMAGE CAUSE IN MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE WITHIN CONTRACT PRICE. 11. COORDINATION: CONFER WITH ALL OTHER TRADES RELATIVE TO LOCATION OF ALL APPARATUS AND EQUIPMENT TO BE INSTALLED AND SELECT LOCATIONS SO AS NOT TO CONFLICT WITH WORK OF OTHER SECTIONS. 12. CUTTING AND PATCHING: PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE PROPER INSTALLATION OF WORK TO BE PERFORMED UNDER THIS SECTION. 13. SEISMIC RESTRAINT REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH NFPA 13 AND MASSACHUSETTS BUILDING CODE. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PIPING WITHIN SCOPE OF WORK IS SEISMICLY PROTECTED (NEW AND EXISTING TO REMAIN). 14. ACCESSIBILITY: ALL WORK SHALL BE INSTALLED SO THAT ALL PARTS REQUIRING PERIODIC INSPECTION, MAINTENANCE AND REPAIR ARE ACCESSIBLE. 15. ELECTRICAL WORK: ALL ELECTRICAL APPARATUS AND CONTROLS FURNISHED AND THE INSTALLATION THEREOF, AS A PART OF FIRE PROTECTION WORK, SHALL CONFORM TO APPLICABLE REQUIREMENTS UNDER THE ELECTRICAL DRAWINGS AND SPECIFICATION. 16. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL OBTAIN FROM THE BUILDING MANAGEMENT COMPANY, A COPY OF THE BUILDING STANDARDS, RULES AND REGULATIONS FOR CONSTRUCTION OF TENANT WORK. ALL INFORMATION CONTAINED THEREIN APPLICABLE TO THE CONTRACTOR'S SCOPE OF WORK SHALL BE STRICTLY ADHERED TO AND INCLUDED IN THEIR BID FOR SAME. PRODUCTS 1. PIPE AND FITTINGS: a) PIPE SHALL MEET APPLICABLE ANSI OR ASTM STANDARDS AND SHALL HAVE MANUFACTURER'S NAME AND STANDARD MARKED ON EACH LENGTH. JOINTS SHALL MEET APPLICABLE ANSI OR ASTM STANDARDS. WHERE ANSI OR ASTM STANDARD DOES NOT EXIST, JOINTS AND FITTINGS SHALL BEAR UL LISTING SYMBOL, b) SERVICE: ABOVE GROUND WET -PIPE SPRINKLER SYSTEMS, 2h" OR SMALLER, PIPE MATERIAL: WELDED AND SEAMLESS STEEL PIPE, SCHEDULE 40, ASTM A53, FITTING MATERIAL: CAST IRON, CLASS 250, ANSI B16.3, PIPE JOINT: THREADED, c) SERVICE: ALL PREACTION SYSTEM PIPING ONLY (ALL SIZES), PIPE MATERIAL: SCHEDULE 40 GALVANIZED, FITTING MATERIAL:CAST IRON, GALVANIZED, 175 PSI W.P., PIPE JOINT: THREADED. 2. SPRINKLER HEADS: a) PROVIDE UL- LISTED & FM APPROVED CONCEALED SPRINKLER HEADS EQUAL TO VIKING HORIZON MIRAGE MODEL B2, b) SPRINKLER HEADS SHALL HAVE ORDINARY DEGREE TEMPERATURE RATINGS, c) SPRINKLER HEADS SHALL BE QUICK RESPONSE. 3. HANGERS, ANCHORS, CLAMPS AND INSERTS: a) HANGERS SHALL MEET NFPA STANDARDS. PROVIDE ADJUSTABLE SWIVEL RINGS FOR PIPING 3" AND SMALLER. SUPPORT PIPING FROM BUILDING STRUCTURE TO MAINTAIN REQUIRED GRADE AND PITCH OF PIPE LINES, PREVENT VIBRATION, SECURE PIPING IN PLACE. SECURE HANGERS TO INSERTS WHERE PRACTICAL. HANGER RODS SHALL HAVE MACHINE THREADS. b) HANGER RODS SHALL BE CONNECTED TO BEAM CLAMP, UL- APPROVED CONCRETE INSERTS OR PHILLIPS OR APPROVED EQUAL EXPANSION SHIELDS. RAMSET OR POWDER DRIVEN INSERTS WILL NOT BE ALLOWED, c) HANGER SPACING SHALL MEET REQUIREMENTS OF STATE AND LOCAL CODES. PIPE SUPPORTS, VERTICAL AND HORIZONTAL, SHALL NOT BEAR ON SLEEVES. 4. SLEEVES AND ESCUTCHEONS: a) ALL PIPES PASSING THROUGH FLOORS, WALLS, OR PARTITIONS, SHALL BE PROVIDED WITH SLEEVES, b) SLEEVES THROUGH INTERIOR MASONRY FLOORS AND WALLS SHALL BE SCHEDULE 40, BLACK, STEEL PIPE. SLEEVES THROUGH INTERIOR NONMASONRY WALLS OR PARTITIONS SHALL BE 22 GAUGE GALVANIZED SHEET STEEL, c) ESCUTCHEONS SHALL BE PROVIDED AT ALL FLOOR AND WALL PENETRATIONS. 5. ALL PRODUCTS SHALL BE UL- LISTED AND FM APPROVED. EXECUTION 1. IDENTIFICATION: FURNISH AND AFFIX APPROVED ADHESIVE BANDS IDENTIFYING THE SERVICE AND DIRECTION OF FLOW OF EACH PIPING SYSTEM INSTALLED UNDER THIS WORK. PROVIDE VALVE TAGS ON ALL VALVES. VALVE NUMBERS AND LEGEND ON VALVE TAGS SHALL CORRESPOND TO NUMBERS INDICATED ON RECORD DRAWINGS AND VALVE LIST. 2. FIRE STOPPING REQUIRED FIRE RESISTANCE OF FLOORS AND WALLS SHALL BE MAINTAINED WHERE PENETRATIONS OCCUR. INSTALL UL LISTED FIRE STOPPING MATERIAL AT ALL PENETRATIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. SPECIAL RESPONSIBILITIES: NOTIFY ARCHITECT OF LOCATION AND EXTENT OF EXISTING PIPING AND EQUIPMENT THAT INTERFERES WITH NEW CONSTRUCTION. IN COORDINATION WITH AND WITH APPROVAL OF ARCHITECT, RELOCATE PIPING AND EQUIPMENT TO PERMIT NEW WORK TO BE PROVIDED AS REQUIRED BY CONTRACT DOCUMENTS. REMOVE NON- FUNCTIONING AND ABANDONED PIPING AND EQUIPMENT AS DIRECTED BY ARCHITECT. DISPOSE OF OR STORE MATERIALS AS DIRECTED BY ARCHITECT. 4. SPRINKLER SYSTEM INSTALLATION: a) REROUTE EXISTING WET SPRINKLER PIPING, b) WORK SHALL BE NEAT AND RECTILINEAR. PIPING SHALL RUN CONCEALED. WORK SHALL BE PROPERLY AND EFFECTIVELY PROTECTED AND PIPE OPENINGS SHALL BE TEMPORARILY CLOSED TO PREVENT OBSTRUCTION AND DAMAGE BEFORE COMPLETION, c) EXCEPT AS SPECIFIED OTHERWISE, MATERIAL AND EQUIPMENT SHALL BE NEW, d) SPRINKLER HEADS SHALL BE INSTALLED CENTER OF ACOUSTICAL CEILING TILE, UNLESS OTHERWISE NOTED. 5. CONTINUITY OF SERVICES: a) DO NOT INTERRUPT EXISTING SERVICES WITHOUT OWNER'S APPROVAL, b) SCHEDULE INTERRUPTIONS IN ADVANCE, ACCORDING TO OWNER'S INSTRUCTIONS, c) NOTIFY THE "AUTHORITY HAVING JURISDICTION" WHEN SHUTDOWNS OF EXISTING SYSTEMS ARE NECESSARY. 6. TESTS: a) TEST SPRINKLER SYSTEM AS REQUIRED IN NFPA CODE, FACTORY MUTUAL AND AGENCIES THAT HAVE JURISDICTION, b) NOTIFY ARCHITECT AND AGENCIES THAT HAVE JURISDICTION TESTS ARE TO BE MADE, c) TEST SPRINKLER PIPING AND MAKE WATERTIGHT BEFORE CONCEALMENT. TESTS SHALL BE WITNESSED BY INSURANCE UNDERWRITER'S REPRESENTATIVE, THE MUNICIPAL INSPECTOR, AND A REPRESENTATIVE OF THE ARCHITECT, d) SPRINKLER SYSTEM SHALL BE TESTED TO HYDROSTATIC TEST AT SYSTEM PRESSURE IN ACCORDANCE WITH NFPA REQUIREMENTS, e) IF INSPECTION OR TEST SHOW DEFECTS, SUCH DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED AND INSPECTION AND TESTS SHALL BE REPEATED UNTIL WORK IS ACCEPTED. REPAIRS TO PIPING SHALL BE MADE WITH NEW MATERIAL. 7. CLEANING: CLEAN INSTALLATION THOROUGHLY UPON COMPLETION TO REMOVE GREASE, METAL CUTTINGS, DIRT AND OTHER FOREIGN MATERIALS. REPAIR STOPPAGES, DISCOLORATION AND DAMAGE THAT RESULT FROM FAILURE TO CLEAN PIPING PROPERLY WITHIN CONTRACT PRICE. 8. UNIT PRICES: LIST THE FOLLOWING UNIT PRICES IN BID PROPOSAL TO INCLUDE LABOR AND MATERIAL FOR THE FOLLOWING: a) CONCEALED HEAD, b) PRICE SHALL INCLUDE 10 FEET OF 1" PIPE, FITTING, HANGER, LABOR, DRAWING, REVIEW PROCESS AND ALL OTHER ASSOCIATED COSTS. UNDERSIDE OF STRUCTURE ABOVE EXISTING SPRINKLER BRANCH HUNG CEILING CTE BRANCH RISER & EXTEND ARM -OVER TO SPRINKLER HEAD LOCATION. PROVIDE ARM -OVER PIPE CONNECTION. EXTEND PIPE TO AVOID LIGHTS AND DIFFUSERS. CONCEALED PENDENT SPRINKLER HEAD RETURN BEND PIPING DETAIL NTS li 1)0B-LIY7 RECEIVED CITY OF TUKW1-A SEP 12 2008 PERMIT CENTER 6I OFidelity INVESTMENTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS I A Issue -- 01 I Seal /Signature !Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 CAD File Name 20080075JP01.01 Description FIRE PROTECTION LEGEND, DETAILS, SCHEDULES & SPECIFICATIONS I Scale NTS FPOI .01 02006 Gensler �:r L 11 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com Date & Issue Description By 07/02 /08 ANS ISSUED FOR CONSTRUCTION 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Check DT EXISTING FIRE DEPARTMENT INLET CONNECTION EXISTING 4" MAIN SYSTEM RISER 'I' i M: \2008 \20080075— Fidelity Seattle, WA \Fire Protection \20080075 FP02.01 FP PLAN 1ST FLR.dwg [30x42] June 30, 2008 — 11:10arn rejofodorni X EXISTING 1"DROP TO LOWER CANOPY J EXISTING 6" UNDERGROUND FIRE SERVICE EXISTING 4" BACKFLOW PREVENTER 0 TYPICAL EXISTING SPRINKLER BRANCH PIPING KEY NOTES SHEET NOTES 1. REFER TO DRAWING FP0.00 FOR SYMBOLS, DETAILS, PRODUCT SPECIFICATIONS, AND PROJECT REQUIREMENTS. 2. REFER TO ARCHITECTURAL at STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3. MAINTAIN SPRINKLER CLEARANCE FROM STRUCTUAL MEMBERS IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF NFPA 13. 5. MAINTAIN SPRINKLER CLEARANCE FROM CEILING AND FLOOR MOUNTED OBSTRUCTIONS, INCLUDING SOFFITS AND CHANGES IN CEILING ELEVATION, IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF NFPA 13. 6. INSTALL SPRINKLERS IN CENTER OF SUSPENDED CEILING TILE, ALONG CENTER —LINE OF CEILING FEATURES AND IN —LINE WITH ADJACENT CEILING FIXTURES. tOB937 t 0 Fidelity I N V E S T MERITS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler I Seal /Signature Project Name ENGINEERS I A Issue Date & Issue Description By Check -- 01 07/02/08 ANS DT ISSUED FOR CONSTRUCTION RFCFI1 /ED CITY OF TUK'Nil.A SEP. 12 2008 Fidelity Investor Center — SEATTLE BRANCH I Project Number 20080075 I CAD File Name 20080075JP02.01 Description FIRE PROTECTION PLAN FIRST FLOOR Scale v4 "= 1' -0" I 01' 2' 4' 8' FP02.01 ©2006 Gensler 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02 21 0 -1 964 T 617- 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com M I EK PLUMBING FIXTURE SCHEDULE ° o o SYMBOL FIXTURE FITTING TRAP CARRIER REMARKS TYPE MANUFACTURER MODEL SIZE MANUFACTURER TYPE SUPPLY P -1 WATER CLOSET KOHLER KINGSTON K -4330 - SLOAN ROYAL 111 " 1" CW INTEGRAL J.R. SMITH 0210Y PROVIDE WALL CARRIER TO SUIT. P -1A WATER CLOSET KOHLER KINGSTON K -4330 _ SLOAN ROYAL 111 1" CW INTEGRAL J.R. SMITH 0210Y MOUNTED AT ADA HEIGHT. PROVIDE ELONGATED OPEN FRONT SEAT. PROVIDE WALL CARRIER TO SUIT. L� P -2 URINAL KOHLER BAR DON K- 4960 -ET - SLOAN ROYAL 186 3/4" CW INTEGRAL J.R. SMITH 0636 COMPLETE LEAK DETECTION SYSTEM: FLOOD STOPPER BY FIRST SMART (COORDINATE LOCATION WITH ELECTRICAL I CONTR. AND ARCHITECTURAL LAYOUT) WITHIN WALL CHROME I PROVIDE WALL CARRIER TO SUIT. MOUNTED AT ADA HEIGHT. (,\- P -3 LAVATORY KOHLER CAXTON K -2210 17" x 14" SYMMONS SCOT S- 60 -G -H METERING FAUCET 1/2�" CW 1/2" HW 1 -1/2" OFFSET POLISHED CHROME UNDER COUNTER MOUNTED I / REFRIDGERATOR. SUPPLY FOR FUTURE PROVIDE OFFSET GRID DRAIN ASSEMBLY W/ TRUE BRO INSULATION ON PIPING UNDER LAVATORY. P -4 BREAK ROOM SINK ELKAY LRAD 2219 -60 -2 22" x 19-1/2'' CHICAGO FAUCETS MARATHON 2302 -CP 1/2" CW 1/2" HW 1-1/2" OFFSET POLISHED CHROME LAY IN ELKAY LKAD35 ADA ACCESSIBLE BASKET STRAINER WITH OFFSET P -TRAP. PROVIDE TRUE BRO [a] INSULATION ON PIPING UNDER SINK. P -5 MOP RECEPTOR FIAT TSB -100 24" x 24" CHICAGO FAUCETS 897 1/2" CW 1/2" HW - - 3/4" HOSE CONNECTION P -6 HOSE BIBB PROVIDE BACKFLOW PREVENTER EQUAL TO WATTS SERIES 7. (TYP. FOR 4) FILTRINE WATER FILTER MODEL 4 -TM 2 GPM. FINISH FLOOR CHICAGO FAUCETS 952CP 1/2" CW P-7 DRINKING FOUNTAIN HALSEY TAYLOR OVL -II SEBP - - - 1/2" CW 1-1/2" P -TRAPS - L I 111 I) (144) ELECTRIC WATER HEATER SCHEDULE ° o o ° o , � 1/2" HW SUPPLY MODEL NO. TANK STORAGE (GAL.) COLD WATER CHILLER EQUAL TO ELKAY MODEL ERS1 (OPERATING WEIGHT 40 LBS.) 2 WAY PILOT OPERATED SOLENOID VALVE FLOOD STOPPER 2" VENT 1/2" CW SUPPLY (1P OPERATING WEIGHT (LBS) REMARKS VOLTS e 1/2" FW SUPPLY TO COFFEE I STATION REFER TO FLOOR PLAN FOR CONTINUATION. INPUT KW _ ELECTRIC WATER HEATER q DEL -10 10 12 277 -11 3 - IIFD'4- 135 I �- - CEILING I • I c \ I 1/2" HW WITHIN WALL 2" VENT IN WALL I I I I " COMPLETE LEAK DETECTION SYSTEM: FLOOD STOPPER BY FIRST SMART (COORDINATE LOCATION WITH ELECTRICAL I CONTR. AND ARCHITECTURAL LAYOUT) WITHIN WALL CHROME I I � I WITHIN WALL PLATED WATER DISPENSER EQUAL TO ELKAY MODEL LK2156 I AIR GAP 1/2" CAPPED CW SUPPLY FOR I I I / REFRIDGERATOR. SUPPLY FOR FUTURE COUNTERTOP COFFEE E COFFEE MAKER. P -4 • NOTE: FURNISH AND INSTALL SIEMIC RESTRAINTS FOR CHILLER IN 2" WASTE WITHIN WALL I I O ------ WCO I I I I x 1"T 1/2" COMPLIANCE W/ CPC 510.5 O I �+I PROVIDE BACKFLOW PREVENTER EQUAL TO WATTS SERIES 7. (TYP. FOR 4) FILTRINE WATER FILTER MODEL 4 -TM 2 GPM. FINISH FLOOR -+ TTTTTT I REFER TO FLOOR PLAN FOR CONTINUATION 2" WASTE TO SANITARY SYSTEM RDI< NTS 0210 BREAK ROOM SINK DETAIL ELECTRIC WATER HEATER SCHEDULE TAG NO. TYPE MANUFACTURER MODEL NO. TANK STORAGE (GAL.) RECOVERY RATE (GP H) AT 100' RISE ELECTRICAL DATA TEMP. SETTING OPERATING WEIGHT (LBS) REMARKS VOLTS PHASE INPUT KW EWH -1 ELECTRIC WATER HEATER A. 0. SMITH DEL -10 10 12 277 1 3 110' 135 MOUNT WATER HEATER ON SHELF ABOVE CEILING. PROVIDE DRIP PAN PIPED TO JANITORS SINK. DRAIN SCHEDULE TAG NO. TYPE MANUFACTURER MODEL NO. OUTLET STRAINER REMARKS FD -1 FLOOR DRAIN J.R. SMITH 2O05Y- 02 -PO50 „ 2 NICKEL BRONZE PROVIDE DRAIN WITH TRAP PRIMER CONNECTION. PROVIDE TRAP PRIMER "PRECISION PLUMBING PRODUCTS INC.' MODEL #P2 -500. LOCATE TRAP PRIMER IN JANITOR'S CLOSET. 74 " rts P -5 BASE BUILDING CW TO WALL HYDRANTS EWH -1 a ,I 1 4" P;7 SPECIFICATIONS GENERAL 1. GENERAL PROVISIONS: BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER. PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT FOR SYSTEMS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WORK OF THIS SECTION WITH WORK OF OTHER SECTIONS AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. DRAWINGS AND SPECIFICATIONS FORM COMPLEMENTARY REQUIREMENTS; PROVIDE WORK SPECIFIED AND NOT SHOWN, AND WORK SHOWN AND NOT SPECIFIED AS THOUGH EXPRESSLY REQUIRED BY BOTH. 2. REFERENCE STANDARDS: PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION. INCLUDING BY NOT LIMITED TO: a) SEATTLE PLUMBING CODE, b) SEATTLE STATE BUILDING CODE, c) SEATTLE DEPARTMENT OF ENVIRONMENTAL PROTECTION, d) ALL APPLICABLE NFPA STANDARDS, e) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), f) SEATTLE DEPARTMENT OF PUBLIC SAFETY CODES, g) SEATTLE ARCHITECTURAL ACCESS BOARD. 3. SCOPE OF WORK: PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF THE SPECIFICATIONS. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACKCHARGES, AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION AS REQUIRED TO PERFORM WORK IN ACCORDANCE WITH ALL LEGAL REQUIREMENTS AND WITH SPECIFICATIONS AND DRAWINGS. 4. RELATED WORK: THE FOLLOWING WORK IS NOT INCLUDED IN THIS SECTION AND WILL BE PROVIDED UNDER OTHER SECTIONS: 1)PAINTING, EXCEPT AS SPECIFIED, 2)ELECTRICAL POWER WIRING FOR ALL EQUIPMENT, 3)TEMPORARY LIGHT, POWER, WATER, HEAT, GAS AND SANITARY FACILITIES FOR USE DURING CONSTRUCTION. 5. SUBMITTALS: SUBMIT 5 COMPLETE COPIES OF PRODUCT DATA FOR EQUIPMENT SPECIFIED OR SHOWN ON DRAWINGS PREPARED BY MANUFACTURERS, SUPPLIERS AND VENDORS. SUBMITTALS SHALL INCLUDE: 1) TESTING REPORTS, 2) ALL CUT SHEETS OF THE FOLLOWING, BUT NOT LIMITED TO: FIXTURES, PIPE MATERIALS, FITTINGS, VALVES, WATER HEATERS, DRAINS, INSULATION, HANGERS, ETC. 6. OPERATION AND MAINTENANCE DATA: PREPARE AND SUBMIT PRIOR TO THE COMPLETION OF THE PROJECT OPERATING AND MAINTENANCE MANUALS INCLUDING SYSTEMS DESCRIPTIONS AND WIRING DIAGRAMS FOR THE FOLLOWING: a) WATER HEATERS. 7. RECORD DRAWINGS: RECORD DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO THE COMPLETION OF THE PROJECT SHOWING THE "AS- BUILT" CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATIONS OR ADDITIONS TO ORIGINAL DESIGN. THE CONTRACTOR SHALL OBTAIN THE AUTOCAD FILES FOR PREPARATION OF AS -BUILT DRAWINGS FROM THE ARCHITECT. THE ARCHITECT AND ENGINEER ARE NOT GRANTING TO THE CONTRACTOR ANY OWNERSHIP OR PROPERTY INTEREST IN THE CADD DRAWINGS BY THE DELIVERY OF THE CADD FILES TO THE CONTRACTOR. THE CONTRACTOR'S RIGHTS TO USE THE CADD FILES AND DRAWING ARE LIMITED TO USE FOR THE SOLE PURPOSE OF ASSISTING THE CONTRACTOR'S PERFORMANCE IN ITS CONTRACTUAL OBLIGATIONS UNDER THE CONTRACT WITH RESPECT TO THIS PROJECT. THE ARCHITECT AND ENGINEER ARE GRANTING NO FURTHER RIGHTS. ANY REUSE AND /OR OTHER USE BY THE CONTRACTOR WILL BE AT THE CONTRACTOR'S SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT AND ENGINEER. 8. WARRANTIES: GUARANTEE WORK OF THIS SECTION IN WRITING FOR ONE YEAR FROM DATE OF OWNERS ACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN THE PERIOD, PROMPTLY AND TO OWNER'S SATISFACTION AND CORRECT DAMAGE CAUSE IN MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE WITHIN CONTRACT PRICE. 9. COORDINATION: CONFER WITH ALL OTHER TRADES RELATIVE TO LOCATION OF ALL APPARATUS AND EQUIPMENT TO BE INSTALLED AND SELECT LOCATIONS SO AS NOT TO CONFLICT WITH WORK OF OTHER SECTIONS. 10. CUTTING AND PATCHING: PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE PROPER INSTALLATION OF WORK TO BE PERFORMED UNDER THIS SECTION. 11. SEISMIC RESTRAINT REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH THE ILLINOIS STATE BUILDING CODE. 12. ACCESSIBILITY: ALL WORK SHALL BE INSTALLED SO THAT PARTS REQUIRING PERIODIC INSPECTION MAINTENANCE AND REPAIR ARE ACCESSIBLE. 13. ELECTRICAL WORK: ALL ELECTRICAL APPARATUS AND CONTROLS FURNISHED AND THE INSTALLATION THEREOF, AS A PART OF PLUMBING WORK, SHALL CONFORM TO APPLICABLE REQUIREMENTS UNDER THE ELECTRICAL DRAWINGS AND SPECIFICATION. PRODUCTS 1. PLUMBING FIXTURES AND TRIM: REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS OF FIXTURES PROVIDED UNDER THIS SECTION. FIXTURE TRIM, TRAPS, FAUCETS, ESCUTCHEONS AND WASTE PIPES EXPOSED TO VIEW IN THE FINISHED SPACES SHALL BE I.P.S. BRASS WITH POLISHED CHROMIUM PLATING OVER NICKEL FINISH. 2. PIPE MATERIALS: a) SERVICE: ABOVE GROUND WATER PIPING, PIPE MATERIAL:TYPE L HARD DRAWN COPPER TUBING, ASTM B88 FITTING MATERIAL: WROUGHT COPPER AND BRONZE SOLDER JOINTS, PIPE JOINT: 95 -5 LEAD -FREE SOLDER, b) SERVICE: ABOVE GROUND, SANITARY WASTE, AND VENT, PIPE MATERIAL: DWV COPPER TUBE, OR TYPE M COPPER FOR DRAINAGE ONLY, CAST IRON NO HUB (CISPI301) FITTING MATERIAL: WROUGHT COPPER DRAINAGE FITTINGS TO SUIT PIPE MATERIAL, CAST IRON, PIPE JOINT: SOLDER WITH 95 -5 LEAD FREE SOLDER, STAINLESS STEEL COUPLING WITH NEOPRENE GASKET. 3. VALVES: BALL VALVES SHALL BE FULL PORT WITH STAINLESS STEEL STEM AND BALL, BRONZE BODY, SOLDER AND EQUAL TO APOLLO 77 -200 SERIES FOR PIPING UP TO 2" SIZE. 4. INSULATION: a) INSULATION SHALL BE BY OWENS- CORNING, CERTAIN -TEED OR MANVILLE, b) INSULATION, JACKETS AND ADHESIVES SHALL BE FLAME RETARDANT AND SHALL HAVE ASTM E -84 FIRE HAZARD RATINGS OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED AND 50 FUEL CONTRIBUTED, c) HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH HEAVY DENSITY FIBERGLASS WITH SELF - SEALING LAP AND ALL SERVICE JACKET. FITTINGS AND VALVES SHALL BE INSULATED WITH TWO LAYERS BLANKET INSULATION WITH PVC COVERS. INSULATION SHALL BE RATED FOR MAXIMUM OPERATING TEMPERATURE OF 450'F. INSULATION THICKNESS SHALL BE 1 ", d) COLD WATER SUPPLY PIPING, VALVES AND FITTINGS SHALL BE INSULATED AS SPECIFIED FOR HOT WATER SUPPLY PIPING. IN ADDITION, CONTINUOUS VAPOR BARRIER SHALL BE MAINTAINED. INSULATION THICKNESS SHALL BE 1 ". 5. HANGERS, ANCHORS, CLAMPS AND INSERTS: a) PROVIDE STEEL BAND HANGERS FOR PIPING 4" AND SMALLER. SUPPORT PIPING FROM BUILDING STRUCTURE TO MAINTAIN REQUIRED GRADE AND PITCH OF PIPE LINES, PREVENT VIBRATION, SECURE PIPING IN PLACE. SECURE HANGERS TO INSERTS WHERE PRACTICAL. HANGER RODS SHALL HAVE MACHINE THREADS, b) HANGER RODS SHALL BE CONNECTED TO BEAM CLAMP, UL- APPROVED CONCRETE INSERTS OR PHILLIPS OR APPROVED EQUAL EXPANSION SHIELDS. RAMSET OR POWER DRIVEN INSERTS WILL NOT BE ALLOWED, c) HANGERS SHALL BE SPACED AT NO MORE THAN EVERY 10 FT. FOR ALL Y2" WATER PIPING. d) HANGER SPACING SHALL MEET ALL REQUIREMENTS OF STATE AND LOCAL CODES. 6. SLEEVES AND PENETRATIONS: a) PIPE SLEEVES THROUGH FIRE -RATED CONSTRUCTION SHALL BE SCHEDULE 40 STEEL. SLEEVES THROUGH PARTITIONS AND NON- FIRE -RATED CONSTRUCTION SHALL BE 22 GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL SEAMS, b) FIRE STOP PENETRATION SEALS IN FIRE -RATED CONSTRUCTION SHALL BE CERAMIC FIBBER, MINERAL FIBBER, OR SILICONE FOAM. PROVIDE MINERAL FIBBER BOARD, MATTING OR PUTTY FOR DAMMING AND FORMING. FINISH SEALS FLUSH TO WALL SURFACE AND FILL GAPS WITH SILICONE ADHESIVE SEALANT CAULKING, c) PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM, SILICATE FOAM, CERAMIC FIBBER OR MINERAL FIBBER WITH APPROVED SEALANT. PACK OR FOAM TO WITHIN ONE INCH OF BOTH WALL SURFACES. SEAL PENETRATION PACKING WITH APPROVED CAULKING AND PAINTABLE WATER -PROOF MASTIC SURFACE FINISH OR SILICONE CAULKING. 7. WATER HAMMER ARRESTORS: a) STAINLESS STEEL WATER HAMMER ARRESTORS SHALL BE INSTALLED ON WATER SUPPLY LINES TO PLUMBING FIXTURES TO CONTROL WATER HAMMER. WATER HAMMER ARRESTORS SHALL BE SIZED AND SELECTED IN ACCORDANCE WITH P.D.I. STANDARD WH2O1. WATER HAMMER ARRESTORS SHALL BE ZURN Z1700, JAY R. SMITH, JOSAM OR APPROVED EQUAL. PROVIDE ACCESS PANEL AT WATER HAMMER ARRESTORS, WHERE REQUIRED. EXECUTION 1. IDENTIFICATION: a) FURNISH AND AFFIX APPROVED ADHESIVE BANDS IDENTIFYING THE SERVICE AND DIRECTION OF FLOW OF EACH PUMP SYSTEM INSTALLED UNDER THIS WORK, b) PROVIDE VALVE TAGS ON ALL VALVES. VALVE NUMBERS AND LEGEND ON VALVE TAGS SHALL CORRESPOND TO NUMBERS INDICATED ON RECORD DRAWINGS AND VALVE LIST. 2. TESTING: THE PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLUMBING CODE AND FUEL GAS CODE. 3. MATERIALS AND WORKMANSHIP: MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN EXPOSED ON DRAWINGS. MATERIAL AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDED BEST PRACTICE SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY. 4. CONTINUITY OF SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT OWNER'S APPROVAL. 5. ACCESS: PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRE INSPECTION, REPLACEMENT OR REPAIR. ACCESS PANELS SHALL BE A MINIMUM OF 12" X 12 ". 6. CLEANING: a) CLEAN SYSTEMS THOROUGHLY BEFORE TESTING. FIXTURES, EQUIPMENT, PIPE, VALVES AND FITTINGS SHALL BE FREE OF GREASE, METAL CUTTINGS, DIRT AND OTHER FOREIGN MATERIAL, b) REPAIR STOPPAGE, DISCOLORATION AND DAMAGE TO PARTS OF BUILDING, FINISH AND FURNISHINGS DUE TO FAILURE TO PROPERLY CLEAN PIPING SYSTEM. 7. DISINFECTION OF WATER SYSTEMS: WATER PIPING SYSTEMS SHALL BE THOROUGHLY DISINFECTED WITH A SOLUTION CONTAINING NO LESS THAN 50 PARTS PER MILLION OF AVAILABLE CHLORINE. CHLORINATING MATERIALS SHALL BE EITHER LIQUID CHLORINE OR SODIUM HYPOCHLORITE SOLUTION, SHALL BE INTRODUCED INTO THE SYSTEM AND DRAWN TO ALL POINTS IN THE SYSTEM. DISINFECTION SOLUTION SHALL BE ALLOWED TO REMAIN IN SYSTEM FOR 24 HOURS, DURING THIS TIME, VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER DISINFECTION, SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAR WATER UNTIL RESIDUAL CHLORINE CONTENT IS NO GREATER THAN 0.2 PARTS PER MILLION. 4" SAN iN P -6 P -3 P -3 NN P -6 P -3 -3 P -1 NOT TO SCALE FCO P -1A 4" VTR 3" V P -1A J L V DOMESTIC WATER DISTRIBUTION RISER M: \2008 \20080075- Fidelity Seattle, WA \Plumbing \20080075 P01.01 PLUMB LEGEND, DETAILS, SCHEDULES & SPEC.dwg [30x42] June 30, 2008 - 11:10am rejofodomi 2" W 3" V P -4 P -3 BASE BUILDING CW TO WALL HYDRANT PP EXISTING WATER METER J I S. 2" V FCO 4" SAN -J ` FD - 2" V - \ , , .. < -- P -1 3" V - N N I� P -3 \'i . � I it J S. . f» r %J / P -3 » P -2 . - WASTE & VENT RISER NOT TO SCALE 2" WATER SERVICE FROM STREET P -1 3" V I I 4 » .71P -5 3 » N U / P -3 ■ I N 2 T • • �• -' " 2" V • • • • GENERAL LEGEND --I 0 FD H Co FCO DO 3 c FLOOR DRAIN CLEANOUT FLOOR CLEANOUT P -TRAP ELBOW DOWN OR DROP CAP OR END OF PIPE UNION PIPE CONTINUATION BALL VALVE FLOW IN DIRECTION OF ARROW HB HOSE BIBB HC HANDICAPPED ACCESSIBLE CTE CONNECT TO EXISTING 2 WAY PILOT OPERATED SOLENOID VALVE FLOOD STOPPER FROM WATER DETECTION CONTROLLER TO WATER DETECTION CONTROLLER 3 /4' HOT WATER EXPANSION TANK EQUAL TO THERM -X -TROL #ST -5 COMPLETE LEAK DETECTION SYSTEM: FLOOD STOPPER BY FIRST SMART (COORDINATE LOCATION WITH ELECTRICAL CONTR. AND ARCHITECTURAL LAYOUT) 1 Y4' RELIEF VALVE DRAIN TO JANITOR'S SINK. $o 3 3'4" HOT WATER VACUUM BREAKER EWH -1 FINISHED FLOOR Tj DRAIN VALVE BALL VALVE (TYP.) UNION (TYP.) P & T RELIEF WALL SIESMIC BRACING AS REQUIRED 2" DEEP GALV. STEEL DRIP PAN WITH 1 Y4 DRAIN. PROVIDE 2" CLEARANCE ALL AROUND. ANGLE IRON SUPPORT 1 Ya' DRIP PAN DRAIN TO JANITOR'S SINK. D WALL MOUNTED WATER HEATER DETAIL NTS ABBREVIATIONS CO CW DN FCO HW TYP V VTR W CLEANOUT COLD WATER DOWN FIXTURE NUMBER FLOOR CLEANOUT HOT WATER TYPICAL VENT VENT THRU ROOF WASTE PIPING LEGEND FW - FW CW HW HWR S or W S or W S or W V FW FW COLD WATER HOT WATER HOT WATER RETURN SOIL OR WASTE ABOVE GROUND SOIL OR WASTE BELOW SLAB (FLOOR PLAN) SOIL OR WASTE BELOW SLAB (ISOMETRIC RISER) VENT ABOVE GROUND FILTERED WATER FILTERED WATER BELOW SLAB EXISTING PIPE DESIGNATION INDICATOR DETAIL DESIGNATION NUMBER DETAIL DESIGNATION DRAWING I'1 1 HI South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler A Issue -- 01 1 Seal/Signature 1 Project Name Project Number 20080075 1 CAD File Name 20080075J'01.01 Description NTS P01.01 ©2006 Gensler 0 Fidelity INVESTMENTS ENGINEERS Date & Issue Description By 07/02/08 RAE ISSUED FOR CONSTRUCTION 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617- 345 -4226 W www.rdkengineers.com RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PERMIT CENTER Fidelity Investor Center - SEATTLE BRANCH PLUMBING LEGEND, DETAILS, SCHEDULES & SPECIFICATIONS 1Scale Check JAL CW DROP TO WALL HYDRANT X" CW DROP . . . . . . . . : . .. . . . . . . . . . . . . . . . WH � G� V M: \2008 \20080075— Fidelity Seattle, WA \Plumbing \20080075 P02.01 PLUMB PLAN 1ST FLR.dveg [30x42] June 30, 2008 — 11:10am rejofodomi WH 2" WATER METER PROVIDED BY WATER COMPANY FCO X" CW DROP 2" W DN & V }z" HW DROP Y2 4" RL DN It CW DN EWH -1 (MOUNTED ON WALLABOVE P -5) Y4 HW DROP 44" CW DROP 2"V DN 2" CW CAPPED CONNECTION 4" SAN DN & 3" V 2 "VDN 2" SAN & 2" V 4" SAN & 2" V 2 "VDN 2" V DROP (4)2 "W &2 "V 1) "CWDROP X" HW DROP Y2" CW DN FCO 2 L 1 ; 1 Ti L. 4" RL DN PROVIDE 1 X" WATER CONNECTION FOR IRRIGATION 2"V DN 1 a "W &V 2 "W DN -2"V 4" CW DROP. co 1" CW CAPPED i 4" RL DN CONNECTION 4" OD UP 4" RL UP 4" 4 i'WH 6" OVER FLOW DRAIN TO TERMINATE 18" ABOVE FINISHED GRADE Y2 CW DN 3'4" CW DROP TO WALL HYDRANT 6" OVER FLOW DRAIN TO TERMINATE 18" ABOVE FINISHED GRADE KEY NOTES SHEET NOTES 1. REFER TO DRAWING P01.01 FOR PLUMBING LEGEND, DETAILS, SCHEDULES, AND SPECIFICATIONS 1)(3 er g"ftwi I Seal /Signature I Project Name !Project Number 20080075 CAD File Name 20080075302.01 Description PLUMBING PLAN FIRST FLOOR 1Scale 02006 Gensler 0 Fidelity INVESTMENTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS I A Issue Date & Issue Description By Check -- 01 07/02/08 RAE TJG ISSUED FOR CONSTRUCTION III: -t 1 z v4 "= 1' -0w I 01' 2' 4' 8' PO2.O1 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com RECEIVED CITY OF TIJKWILA 4 "1 1 , 1'22008 PERMIT CENTER Fidelity Investor Center — SEATTLE BRANCH DUCTWORK SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE WxD RECTANGULAR W D SUPPLY DUCT WxD RECTANGULAR w RETURN /EXHAUST DUCT W= WIDTH, D= DEPTH c, 5 10x6 5 W= WIDTH, D =DEPTH 10x6 (INCHES UNLESS NOTED OTHERWISE) AS VIEWED DIA'0 DIA (INCHES UNLESS NOTED OTHERWISE) AS VIEWED DIA "0 DIA ROUND SUPPLY DUCT • „0 5 ROUND RETURN /EXHAUST • „ 5 1 0 (DIA= INSIDE DIAMETER) • ; 5 DUCT (DIA= INSIDE DIAMETER) 10 0 • SUPPLY DUCT UP �I 1 RETURN /EXHAUST DUCT UP I 1 ; HORIZONTAL OFFSET 5 STANDARD RADIUS ELBOW (R = W) 0R S SUPPLY /RETURN /EXHAUST SUPPLY /RETURN /EXHAUST s I-W-I 5 45' TAP TAKE 5 -OFF 45' TAKEOFF 45' TAKE -OFF TRANSITION RECTANGULAR WYE 5 SUPPLY \ lin TO ROUND hr IIPII]rn IIe 7- -10x6 C J RECTANGULAR DUCT 6 "0 ' TAKE-OFF TO ROUND '�? Q' 6"0 „ ; 10x6 SUPPLY /RETURN/ ''' SQUARE BELLMOUTH TO ROUND CONNECTION CONNECTION EXHAUST TAKE -OFF TO --► DIFFUSER /GRILLE CONVERGE HARD 5 I RETURN /EXHAUST — IIII ELBOW W/45' TAKE -OFFS SUPPLY CEILING ' C .) LINEAR DIFFUSER 2 10E 53 FLEXIBLE DUCT (W /SHEETMETAL ■ I II I PLENUM, LINING & 1 BRANCH CONN. FOR EVERY 4' OF LINEAR.) + PLENUM BY LD MF'R 1: END DUCT 1 -.- I WOPEN / 1/2 "x1/2" WMS STATIC PRESSURE SENSOR SP I VD MANUAL VOLUME DAMPER -L SD DUCT MOUNTED SMOKE DETECTOR ❑ BDD BACKDRAFT DAMPER X STANDARD 4 -WAY BLOW SUPPLY DIFFUSER 3 -WAY BLOW SUPPLY DIFFUSER =, OR 1 2 -WAY BLOW SUPPLY DIFFUSER ONE -WAY BLOW SUPPLY DIFFUSER \ RETURN /EXHAUST GRILLE OR REGISTER I I TYPICAL SUPPLY LINEAR DIFFUSER UC 1/2" UNDERCUT DOOR -- A- - - RETURN OR EXHAUST AIR FLOW ►- SUPPLY AIR FLOW ABBREVIATIONS GENERAL AD ADD'L AFF ALT AMP AP ARCH ATC AVE BHP BI BTU BTUH CENT CF CFM CLG CO CONN CONTR D DB DEG DIA DIM DN DWG EA EAT ELEC ELEV ENT ESP EXH EXIST. EXT F FLA FLEX FPM FT GA GAL GALV GC GPM GYP HORIZ HP HR HTG HZ IN ISOL KW L LAT LB LF LRA MAX MBH MCA MECH MF'R MIN N/A NC NO NO. NTS ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ALTITUDE OR ALTERNATE AMPERE ACCESS PANEL ARCHITECT AUTOMATIC TEMPERATURE CONTROL AVERAGE BREAK HORSE POWER BACKWARDS INCLINE BRITISH THERMAL UNIT BTU PER HOUR CENTRIFUGAL CUBIC FEET CUBIC FEET PER MINUTE CEILING OR COOLING CARBON MONOXIDE CONNECTION CONTRACTOR DRAIN OR DEPTH DRY BULB TEMPERATURE DEGREE DIAMETER DIMENSION DOWN DRAWING EACH OR EXHAUST AIR ENTERING AIR TEMPERATURE ELECTRICAL ELEVATION ENTER EXTERNAL STATIC PRESSURE EXHAUST EXISTING EXTERNAL FAHRENHEIT FULL LOAD AMPS FLEXIBLE FEET PER MINUTE FEET GAUGE GALLONS GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GYPSUM HORIZONTAL HORSEPOWER OR HIGH POINT HOUR HEATING HERTZ (FREQUENCY, CYCLES PER SECOND) INCHES ISOLATION KILOWATT LENGTH LEAVING AIR TEMPERATURE POUND LINEAR FEET LOCKED ROTOR AMPS MAXIMUM THOUSAND BTUH MINIMUM CIRCUIT AMPS MECHANICAL MANUFACTURER MINIMUM NOT APPLICABLE NORMALLY CLOSED OR NOISE CRITERIA NORMALLY OPEN NUMBER NOT TO SCALE OA OUTSIDE AIR OPD OVER CURRENT PROTECTION DEVICE PD PRESSURE DROP PH PHASE POS PROVIDED BY OTHER SECTION PRESS PRESSURE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY R RADIUS RA RETURN AIR REQ'D REQUIRED RLA RUNNING LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE SAT SATURATED AIR TEMPERATURE SCH SCHEDULE SDET SMOKE DETECTOR SEN SENSIBLE SF SQUARE FEET SP STATIC PRESSURE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SUP SUPPLY T TEMPERATURE TA THROW AWAY TEMP TEMPERATURE TSTAT THERMOSTAT TON 12,000 BTUH COOLING CAPACITY TYP TYPICAL UC UNDERCUT DOOR V VOLTS (ELECTRICAL) W WIDTH OR WATT W/ WITH WB WET BULB WC WATER COLUMN WG WATER GAUGE W/0 WITHOUT WSA WIRE SIZE AMP XM EXISTING EQUIPMENT TO REMAIN DUCT ACD BDD DIFF EA LD OA OED RA SA TA VD VAV WMS AUTOMATIC CONTROL DAMPER BACKDRAFT DAMPER DIFFUSER EXHAUST AIR LINEAR DIFFUSER OUTSIDE AIR OPEN END DUCT RETURN AIR SUPPLY AIR THROW AWAY OR TRANSFER AIR VOLUME DAMPER VARIABLE AIR VOLUME SUPPLY AIR TERMINAL WIRE MESH SCREEN EQUIPMENT ACCU AIR COOLED CONDENSING UNIT CRAC COMPUTER ROOM AIR CONDITIONING UNIT DX DIRECT EXPANSION ECUH EF FB RTU UH VFD ELECTRIC CABINET UNIT HEATER EXHAUST FAN FAN BOX ROOF TOP UNIT UNIT HEATER VARIABLE FREQUENCY DRIVE PIPING CO CLEAN OUT M: \2008 \20080075— Fidelity Seattle, WA \Hvac \20080075 H01.01 HVAC LEGEND, NOTES & ABBREVIATIONS.dwg [30x42] June 30, 2008 — 11:10arn rejofodorni DIAGRAM EQUIPMENT SYMBOLS - - - L___J P u ROOFTOP UNIT ELECTRIC CABINET UNIT HEATER (DUCTED) COMPUTER ROOM AIR CONDITIONING UNIT ROOF MOUNTED AIR COOLED CONDENSER UNIT ROOF MOUNTED EXHAUST FAN FAN POWERED BOX W /ELEC HEAT VERTICAL UNIT HEATER CALLOUT SYMBOLS SA(100) RA(100 EA(100) C TAG DATA >--- -- CONNECT NEW TO EXISTING REVISION NUMBER TEMPERATURE SENSOR OR THERMOSTAT CARBON DIOXIDE SENSOR EQUIPMENT REQUIRING ELECTRICAL SERVICE, SEE SCHEDULE FOR PERFORMANCE REQUIREMENTS: S = SUPPLY A = SCHEDULED DIFFUSER. (100) = CFM TO BALANCE TO R = RETURN A = SCHEDULED GRILLE. (100) = CFM TO BALANCED TO E = EXHAUST A = SCHEDULED REGISTER /GRILLE (100) = CFM TO BALANCED TO SCHEDULED EQUIPMENT UNIT NUMBER UNIT CAPACITY INFORMATION: CFM, TONS, GPM ETC, SEE SCHEDULE FOR PERFORMANCE REQUIREMENTS ' ll CONTROL POINT DESCRIPTOR LEGEND TAG ELEC ATC CONTRACTOR PROVIDED DDC POINT AND HARDWARE CONTROL DEVICE FURNISHED BY ELECTRICAL OR PLUMBING CONTRACTOR BUT INTERFACED TO DDC SYSTEM BY ATC CONTRACTOR ATC CONTRACTOR INTERFACE TO EQUIPMENT MANUFACTURER'S HARDWARE CONTROL ABBREVIATIONS AFM ASC ATC BDD C CT DAT DDC DSP EAD HOA LAT AIR FLOW MEASURING STATION APPLICATION SPECIFIC CONTROLLER AUTOMATIC TEMPERATURE CONTROL BACKDRAFT DAMPER (ADJUSTABLE COUNTERWEIGHT) CARBON DIOXIDE SENSOR CURRENT TRANSFORMER (STATUS FEEDBACK) DISCHARGE AIR TEMPERATURE SENSOR DIRECT DIGITAL CONTROL DISCHARGE STATIC PRESSURE SENSOR EXHAUST AIR DAMPER HANDS -OFF AUTOMATIC SWITCH LEAVING AIR TEMPERATURE NC NORMALLY CLOSED (ON LOSS OF POWER) NO NORMALLY OPEN (ON LOSS OF POWER) OAD OUTSIDE AIR DAMPER OAE OUTSIDE AIR HUMIDITY SENSOR (FOR WET BULB READING) PAD PRIMARY AIR DAMPER RAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SDET SMOKE DETECTOR SP STATIC PRESSURE SENSOR S/S START /STOP T TEMPERATURE SENSOR /THERMOSTAT TR TEMPERATURE SENSOR /THERMOSTAT (ROOM) VFD VARIABLE FREQUENCY DRIVE SPEED D08 South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS I 0 Issue -- 01 I Seal /Signature Project Name Project Number 20080075 CAD File Name 20080075J-101.01 1 Description NTS H01.01 ©2006 Gensler 0 Fidelity / RIVE ST/VIENTS Date & Issue Description By Check 07/02/08 KJL TPW ISSUED FOR CONSTRUCTION Fidelity Investor Center — SEATTLE BRANCH HVAC LEGEND, NOTES AND ABBREVIATIONS I Scale 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com RECEIVED cm,' or TUKW!LA, 1 1008 PPRMIT CENTER II II II II II II II II II II Tr II II II II IL Tr II II II II II 11 14x12 14x10 SB(175) 24x16 8x8 7-14x10 SA(115) 10 "o 20x12 20x12 SA(115) SA(115) SB(150 EB(150) SD(450) Q SF(75) 4 —0" 14x14 DUCT UP TO EF-1XM (375) RB(1250) 14x14 DUCT UP TO EF -2XM (280, 30x12 36x16 SA(50) SC(1250) v 28x18 RA UP TO RTU -2XM 14x14 DUCT UP TO EF -3XM (425) CRAC -1XM 10x8 SA(75) 16x14 0.75kW SB(12 ■8x18 RA UP �(T RTU -1XM R4L UP THROUGH ROOF TO ACCU -1XM 30x12 —\ EA(280) 9.0kW SA(95) 20x12 4.0kW SB(125 2,5kW SC(255) 20x12 16x10 10x10 SA(1 10) 12x10 3 Q SF(70 SF(70) SB(125 EA(425) SB(130) 10x10 SB(160) SB(160) SB(160) SB(160) II II II II II 00 ©© M: \2008 \20080075— Fidelity Seattle, WA \Hvac \20080075 H02.01 HVAC PLAN 1ST FLR.dwg [30x42] June 30, 2008 — 11:11am rejofodomi 00 IL 0 '6- Li - 5 KEY NOTES Q1 PROVIDE INSULATED BACK PLATE FOR PERIMETER MOUNTED T —STAT. ® RUN 3/4" CONDENSATE DRAIN LINE TO SLOP SINK IN JANITOR'S CLOSET. © PROVIDE REMOTE BALANCING VOLUME DAMPER. REFER TO DETAIL HSM004 ON DRAWING H07.01. ® CONTRACTOR TO PROVIDE EQUIVALENT OF 24 SQUARE INCH OF OPENING FOR HEAT TRANSFER OF AV EQUIPMENT TO CEILING PLENUM. @ PROVIDE 3' -0" INSULATED PLENUM BOX. © PROVIDE 2' -0" INSULATED PLENUM BOX. ® SENSOR IS MOUNTED IN LINEAR RETURN GRILLE AND SHALL BE WIRED TO THE UNIT MOUNTED T —STAT. ® PROVIDE ACCESS PANEL FOR ECUH -1. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECT & MANUFACTURER. Q9 PROVIDE RETURN AIR BOOT. REFER TO DETAIL HSMO22 ON DWG H07.01. 10 CONNECT EXHAUST FAN TO LIGHTING CONTROL PANEL. REFER TO DWG H06.01 FOR CONTROL DIAGRAM. 0 BALANCE EXISTING EXHAUST FANS TO CONNECTED CFM AS SHOWN. • CONNECT EXHAUST FAN TO NEW T —STAT AS SHOWN. REFER TO DWG H06.01 FOR CONTROL DIAGRAM. © CONFIRM FINAL LOCATION OF WALL MOUNTED CONTROLLER FOR ROOFTOP UNITS AND VAVS. ® PROVIDE 4 -0" INSULATED PLENUM BOX. 1. REFER TO DRAWING H01.01 FOR LEGEND AND ABBREVIATIONS. 2. REFER TO DRAWING H09.01 FOR SPECIFICATIONS AND NOTES. 3. RTU -1 AND 2, ACCU -1, AND CRAC -1 ARE PROVIDED UNDER BASE BUILDING CONTRACT. CONTRACTOR TO CONNECT DUCTWORK /PIPING AS SHOWN. 4. CONTRACTOR SHALL FIELD CONFIRM ALL LINEAR DIFFUSER LENGTHS WITH ARCHITECT PRIOR TO INSTALLATION. 5. TAKE —OFFS TO DIFFUSERS SHALL BE SIZED TO MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. REFER TO DETAIL HSMO21 ON DRAWING H07.01. 6. PRIMARY AIR TAKE —OFFS TO FAN POWERED BOXES SHALL BE SIZED TO EQUAL PRIMARY AIR INLET SIZE. IF LENGTH OF DUCT TAKE —OFF EXCEEDS 10 FEET THEN REFER TO DETAIL HSM002 ON SHEET H07.01. SHEET NOTES 6. ACOUSTICAL SOUND LINING: MATERIALS AND INSTALLATION SHALL MEET THE FOLLOWING STANDARDS, AS APPLICABLE: NFPA -90A, UL723, NFPA -255; SMACNA DUCT LINER APPLICATIONS STANDARD; SMACNA MECHANICAL FASTENERS STANDARD; ADHESIVE AND SEALANT COUNCIL: ADHESIVES STANDARD FOR DUCT LINER — ASC— A- 7001A; ASTM E -84 FIRE HAZARD CLASSIFICATIONS OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED, AND 50 FUEL CONTRIBUTED. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS, CONTRACTOR SHALL INCREASE DUCT SIZE FOR LINING. PROVIDE MINIMUM 1" THICK ACOUSTICAL LINING. TO MEET THE ENERGY CODE REQUIREMENTS FOR R5 INSULATION FOR SUPPLY AND RETURN DUCTWORK IN PLENUMS, PROVIDE EITHER 1 -1/2" THICK LINING OR 1" THICK LINING WITH MINIMUM 1/2" THICK EXTERIOR INSULATION. SEAL ALL JOINTS WITH MANUFACTURER APPROVED MASTIC. USE SHEET METAL NOSING AT ALL RAW EDGES. LINING SHALL BE BY CERTAIN —TEED, KNAUF, OWENS CORNING, OR MANVILLE FOR THE FOLLOWING DUCTWORK: 1) SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK, INCLUDING PLENUMS, FOR MINIMUM OF 20 FEET FROM ROOFTOP UNITS AND EXHAUST FANS, 2) ALL LOW PRESSURE DUCTWORK DOWNSTREAM OF FAN BOXES, 3) TRANSFER DUCTS. 7. DUCT INSULATION (EXTERNAL): INSULATION SHALL BE CERTAIN —TEED, KNAUF, MANVILLE, OR OWENS CORNING. MATERIALS SHALL MEET REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMACNA. DUCTWORK THAT IS LINED DOES NOT NEED EXTERNAL INSULATION EXCEPT FOR SUPPLY AND RETURN DUCTWORK LINED WITH ONLY 1" THICK LINING LOCATED IN PLENUMS. TO MEET THE ENERGY CODE R5 REQUIREMENT, ADD A MINIMUM 1/2" THICK EXTERIOR INSULATION TO THESE LINED DUCTS. INSULATE ALL SUPPLY AIR DUCTS AND PLENUMS. EXPOSED INSULATION SHALL BE RIGID FIBERGLASS INSULATION WITH ALUMINUM VAPOR BARRIER. South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS ID Issue 01 I Seal /Signature I Project Name Fidelity Investor Center — SEATTLE BRANCH !Project Number 20080075 I CAD File Name 20080075302.01 Description HVAC PLAN FIRST FLOOR I Scale 1/41.= 1' -0" 02006 Gensler Fidek I N V E S T MEN TS Date & Issue Description By 07/02/08 KJ L ISSUED FOR CONSTRUCTION or�i ', s� H02.01 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com Check TPW RECEIVED CITY OF TUXw ij SEP, 1'2 2008 P,FRM1T CENTER ECUH -1 RA FROM RM SA TO ROOM VESTIBULE CEILING MOUNTED ELECTRIC CABINET UNIT HEATER: GENERAL 1. THE FAN AND ELECTRIC HEATING COIL SHALL BE CONTROLLED BY T -STAT MOUNTED IN RETURN GRILLE. CONTROL SEQUENCE 1. WHEN THE SENSOR LOCATED IN THE ASSOCIATED RETURN GRILLE SENSES A DROP IN SPACE TEMPERATURE BELOW SETPOINT (727 ADJ) THE FAN SHALL ENERGIZE AND THE ELECTRIC COIL SHALL STAGE ON /OFF AS REQUIRED UNTIL SENSOR IS SATISFIED FOR A PERIOD OF 5 MINUTES. D m CEILING MOUNTED ECUH CONTROL SEQUENCE UH -1 MECHANICAL ROOM CEILING MOUNTED ELECTRIC CABINET UNIT HEATER: GENERAL CONTROL SEQUENCL TO ROOM 1. THE FAN AND ELECTRIC HEATING COIL SHALL BE CONTROLLED BY A UNIT MOUNTED T -STAT. 1. WHEN THE UNIT MOUNTED T -STAT SENSES A DROP IN SPACE TEMPERATURE BELOW SETPOINT (507 ADJ) THE FAN SHALL ENERGIZE AND THE ELECTRIC COIL SHALL STAGE ON /OFF AS REQUIRED UNTIL SENSOR IS SATISFIED FOR A PERIOD OF 5 MINUTES. 2. PROVIDE ALL SAFETIES AND INTEGRAL COMPONENTS NECESSARY IN ORDER TO COMPLETE THIS SEQUENCE OF OPERATION. D m VERTICAL MOUNTED UH CONTROL SEQUENCE M: \2008 \20080075- Fidelity Seattle, WA \Hvac \20080075 H06.01 HVAC CONTROL DIAGRAM.dwg [30x42] June 30, 2008 - 1 1 :1 1 am rejofodomi CRAC CONTROL SEQUENCE. A. GENERAL B. INDIVIDUAL CRAC CONTROL FROM LAN RM CRAC -XM TO LAN RM 1. CRAC SHALL BE CONTROLLED, ON AN INDIVIDUAL BASIS BY A MANUFACTURER SUPPLIED PACKAGE CONTROL UNIT 2. THIS SEQUENCE APPLIES TO CRAC -XM. 3. UNIT SETPOINT SHALL BE ADJUSTABLE BY THE UNIT CONTROLLER. 4. ALL UNIT ALARMS SHALL BE DISPLAYED LOCALLY AND SPECIFIC ALARMS SHALL BE TRANSMITTED TO A MANUFACTURER SUPPLIED REMOTE MONITORING PANEL LOCATED IN THE LAN ROOM. 1. SPACE TEMPERATURE a. LOCAL TEMPERATURE SHALL BE SENSED BY THE UNIT'S RETURN AIR TEMPERATURE SENSOR. b. WHEN LOCAL TEMPERATURE RISES ABOVE THE SETPOINT OF 72'F(ADJUSTABLE) THE ROOF MOUNTED CONDENSING UNIT SHALL ENERGIZE. c. THE CRAC FAN SHALL RUN CONTINUOUSLY 24/7. C. ALARMS a. ALARMS SHALL BE GENERATED BY THE FOLLOWING CONDITIONS. i. RETURN AIR TEMPERATURE ABOVE 80'F FOR LONGER THEN 5 MINUTES(ADJUSTABLE). ii. RETURN AIR TEMPERATURE BELOW 607 FOR LONGER THEN 5 MINUTES.(ADJUSTABLE). iii LEAK DETECTOR ACTIVATION. D. OFF SITE MONITORING. THE ALARM PANEL SHALL HAVE A MODEM CONNECTION CAPABLE OF SENDING ALARM SIGNALS, VIA A INTERNET CONNECTION, TO AN OFF SITE MONITORING STATION. ACCU -XM ON ROOF CRAC -XM CONTROL SEQUENCES EXHAUST FANS: GENERAL EXHAUST 1. THE EXHAUST FANS EF- 1XM,2XM SHALL BE RUN BUILDING OCCUPIED HOURS. EF -1 XM,2XM BDD CONTINUOUSLY DURING FAN CONTROL 1. THE FAN SHALL BE ACTIVATED VIA THE LIGHTING CONTROL PANEL. UPON ACTIVATION THE EXHAUST AIR DAMPER(EAD) SHALL OPEN AND THE FAN ENABLED. D ES EXHAUST FAN CONTROL EXHAUST FANS: GENERAL FAN CONTROL EXHAUST BDD EF-3XM 1. THE EXHAUST FAN EF -3XM SHALL BE CONTROLLED VIA REVERSE ACTING SPACE MOUNTED THERMOSTAT. 1. THE FAN SHALL ACTIVATED WHEN SPACE THERMOSTAT SENSES A RISE IN TEMPERATURE ABOVE 85F (ADJ). WHEN THE T -STAT IS SATISFIED FOR A PERIOD OF FIVE MINUTES THE FAN SHALL DEACTIVATE. D m EXHAUST FAN CONTROL SERIES FAN POWERED BOX WITH ELECTRIC HEATING CONTROL SEQUENCES GENERAL 1. FAN POWERED BOX SHALL BE CONTROLLED BY AN APPLICATION SPECIFIC CONTROLLER (ASC). COORDINATE OCCUPIED /UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. ALL ACTUATORS SHALL BE ELECTRONIC. 2. ALL TEMPERATURES LISTED ARE FAHRENHEIT AND SHALL BE ADJUSTABLE. 3. OCCUPIED HEATING SETPOINT SHALL BE 697. OCCUPIED COOLING SETPOINT SHALL BE 5'F WARMER THAN HEATING SETPOINT. 4. ROOM TEMPERATURES SHALL BE SET BY A WALL MOUNTED ADJUSTABLE T -STAT. 5. MAXIMUM PRIMARY AIRFLOW IS SHOWN ON PLANS. MINIMUM PRIMARY AIRFLOW SHALL BE 30% OR AS SHOWN ON DRAWINGS 6. PROVIDE WALL - MOUNTED CONTROLLER BY RTU MANUFACTURER TO INTERLOCK FAN BOXES WITH ROOFTOP UNIT. FAN CONTROL 1. WHILE IN UNOCCUPIED MODE, FAN SHALL BE OFF WITH THE PRIMARY AIR DAMPER (PAD) CLOSED AND THE ELECTRIC HEATING COIL (EHC) OFF. 2. WHEN BOX IS STARTED IN OCCUPIED MODE, THE PAD SHALL OPEN TO MINIMUM AIRFLOW AND THE FAN SHALL START AND RUN CONTINUOUSLY. OCCUPIED HEATING CONTROL OCCUPIED COOLING CONTROL MORNING WARM -UP: UNOCCUPIED HEATING CONTROL UNOCCUPIED COOLING CONTROL UNOCCUPIED OVERRIDE PRIMARY AIR THERE SHALL BE NO UNOCCUPIED COOLING. SUPPLY AIR UPON A CALL FOR HEATING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE TO ITS MINIMUM AIRFLOW AND THE EHC SHALL BE ENERGIZED IN STAGES AS REQUIRED TO MAINTAIN THE HEATING SETPOINT. THE REVERSE SHALL OCCUR ON A RISE IN SPACE TEMPERATURE. UPON A CALL FOR COOLING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM AIR FLOWS AS REQUIRED TO MAINTAIN THE COOLING SETPOINT WITH THE EHC OFF, FAN BOXES HAVE EITHER A TEMPERATURE SENSOR OR HARDWIRE TO RTU TO SIGNAL PAD TO OPEN 100% DURING MORNING WARM UP. REFER TO RTU SEQUENCES. IF, WHEN THE UNIT IS OFF, THE ROOM TEMPERATURE FALLS BELOW 567, THE FB FAN SHALL START WITH THE PAD CLOSED AND EHC SHALL BE STAGED TO MAINTAIN A DISCHARGE AIR TEMPERATURE (DAT) BETWEEN 85 AND 907 (ADJ). WHEN ROOM TEMPERATURE RISES ABOVE 60'F, THE EHC SHALL CYCLE OFF AND, AFTER A 1- MINUTE DELAY, THE FAN SHALL STOP. BUTTON ON TR SHALL ALLOW 2 -HOUR (ADJ) OVERRIDE FROM UNOCCUPIED TO OCCUPIED CONTROL. WHEN ANY ROOM IS IN THIS OVERRIDE, THE CONTROL SYSTEM SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE ASSOCIATED AIR HANDLER CAN OPERATE AT MINIMUM AIR FLOW IN THIS MODE. SAFETIES 1. WHEN THE ASSOCIATED RTU UNIT SMOKE DETECTOR IS ACTIVATED THE FAN BOX SHALL BE COMMANDED OFF. 2. PROVIDE ALL NECESSARY COMPONENTS, WIRING, SOFTWARE, PROGRAMMING, TO MAKE INTERLOCK WITH RTU AND COMPLETE ALL SEQUENCES NOTED. D SERIES FAN POWERED BOX WITH ELECTRIC HEATING CONTROL SEQUENCES PRIMARY AIR UNOCCUPIED COOLING CONTROL 1. THERE SHALL BE NO UNOCCUPIED COOLING. SAFETIES 1. 2. SERIES FAN POWERED BOX WITH ELECTRIC HEATING AND CO2 CONTROL SEQUENCES SUPPLY AIR GENERAL 1. FAN POWERED BOX SHALL BE CONTROLLED BY AN APPLICATION SPECIFIC CONTROLLER (ASC). COORDINATE OCCUPIED /UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. 2. ALL TEMPERATURES LISTED ARE FAHRENHEIT AND SHALL BE ADJUSTABLE. 3. OCCUPIED HEATING SETPOINT SHALL BE 69'F. OCCUPIED COOLING SETPOINT SHALL BE 5'F WARMER THAN HEATING SETPOINT. 4. ROOM TEMPERATURES SHALL BE SET BY A WALL MOUNTED ADJUSTABLE T -STAT. 5. MAXIMUM PRIMARY AIRFLOW IS SHOWN ON DRAWINGS. MINIMUM PRIMARY AIR FLOW SHALL BE 30% OR AS SHOWN ON DRAWINGS. 6. PROVIDE WALL MOUNTED CONTROLLER BY RTU MANUFACTURER TO INTERLOCK FAN BOXES WITH ROOFTOP UNIT. FAN CONTROL 1. WHILE IN UNOCCUPIED MODE, FAN SHALL BE OFF WITH THE PRIMARY AIR DAMPER (PAD) CLOSED AND THE ELECTRIC HEATING COIL (EHC) OFF. 2. WHEN BOX IS STARTED IN OCCUPIED MODE, THE PAD SHALL OPEN TO MINIMUM AIRFLOW AND THE FAN SHALL START AND RUN CONTINUOUSLY. OCCUPIED CO2 CONTROL 1. WHEN CO2 LEVEL AT SENSOR (C) RISES ABOVE 750 PPM THE CONTROLLER SHALL OVERRIDE THE COOLING SIGNAL TO THE PAD TO INCREASE PRIMARY AIR (UP TO MAXIMUM AIRFLOW) AS REQUIRED TO MAINTAIN THE CO2 LEVEL AT 750 PPM. 2. WHILE IN CO2 OVERRIDE THE ELECTRIC HEATING COIL SHALL MODULATE ON IN STAGES TO MAINTAIN THE SETPOINT. OCCUPIED HEATING CONTROL 1. UPON A CALL FOR HEATING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE TO ITS MINIMUM AIRFLOW (UNLESS IN CO2 OVERRIDE) AND THE ELECTRIC HEATING COIL (EHC) SHALL STAGE ON /OFF AS REQUIRED TO MAINTAIN THE HEATING SETPOINT. THE REVERSE SHALL OCCUR ON A RISE IN SPACE TEMPERATURE. OCCUPIED COOLING CONTROL 1. UPON A CALL FOR COOLING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM AIR FLOWS AS REQUIRED TO MAINTAIN THE COOLING SETPOINT WITH THE ELECTRIC HEATING COIL OFF (UNLESS HEATING IS NEEDED DUE TO CO2 OVERRIDE), MORNING WARM -UP: 1. FAN BOXES HAVE EITHER A TEMPERATURE SENSOR OR HARDWIRE TO RTU TO SIGNAL PAD TO OPEN 100% DURING MORNING WARM UP. REFER TO RTU SEQUENCES. UNOCCUPIED HEATING CONTROL 1. IF, WHEN THE UNIT IS OFF, THE ROOM TEMPERATURE FALLS BELOW 56'F, THE FB FAN SHALL START WITH THE PAD CLOSED AND EHC SHALL BE STAGED TO MAINTAIN A DISCHARGE AIR TEMPERATURE (DAT) BETWEEN 85 AND 907. WHEN ROOM TEMPERATURE RISES ABOVE 60'F, THE EHC SHALL CYCLE OFF AND, AFTER A 1- MINUTE DELAY, THE FAN SHALL STOP. UNOCCUPIED OVERRIDE 1. BUTTON ON TR SHALL ALLOW 2 -HOUR (ADJ) OVERRIDE FROM UNOCCUPIED TO OCCUPIED CONTROL. WHEN ANY ROOM IS IN THIS OVERRIDE, THE CONTROL SYSTEM SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE ASSOCIATED AIR HANDLER CAN OPERATE AT MINIMUM AIR FLOW IN THIS MODE. WHEN THE ASSOCIATED RTU UNIT SMOKE DETECTOR IS ACTIVATED THE FAN BOX SHALL BE COMMANDED OFF. PROVIDE ALL NECESSARY COMPONENTS, WIRING, SOFTWARE, PROGRAMMING, TO MAKE INTERLOCK WITH RTU AND COMPLETE ALL SEQUENCES NOTED. SERIES FAN POWERED BOX WITH ELECTRIC HEATING AND CO2 CONTROL SEQUENCES (CONF RM) ROOF TOP UNIT CONTROLS: GENERAL OUTDOOR AIR 3. ALL TEMPERATURES LISTED ARE FAHRENHEIT. RELIEF , AIR V ▪ NO ■ ■ I I ■ N / BDD (ADJUSTABLE) 1. ROOFTOP UNIT SHALL BE STARTED AND STOPPED VIA DEDICATED MICROPROCESSOR CONTROLLER, WALL MOUNTED IN SPACE. COORDINATE OCCUPIED/ UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. 2. LOCAL HAND -OFF- AUTOMATIC SWITCH (H -O -A) FOR FANS SHALL OVERRIDE CONTROLLER START /STOP (S /S) COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN BOTH "H" AND "A" POSITIONS. 4. PROVIDE APPROPRIATE ANTI - RECYCLE TIME DELAYS ON COMPRESSOR. 5. MINIMUM OUTSIDE AIR SHALL BE 780 CFM FOR RTU -1XM AND 540 CFM FOR RTU -2XM. FAN CONTROL 1. WHILE IN THE OFF MODE (OR ON SAFETY OR MANUAL DISCONNECT) RTU SUPPLY FAN SHALL BE OFF WITH THE OUTSIDE AIR DAMPER (OAD) AND POWERED EXHAUST DAMPER CLOSED, THE CONDENSING UNIT AND GAS HEATER OFF, AND THE RETURN AIR DAMPER (RAD) OPEN. 2. WHEN STARTED IN OCCUPIED MODE, THE RTU FAN SHALL START IN RECIRCULATION MODE (100% RETURN AIR) AT MINIMUM SPEED. 3. THE FAN VFD SHALL SLOWLY INCREASE IN SPEED TO MAINTAIN SETPOINT OF REMOTE DIFFERENTIAL PRESSURE SENSOR (DPS). INITIAL SETPOINT SHALL BE 1.25" W.G. WITH FINAL SETPOINT DETERMINED BY THE BALANCING CONTRACTOR TO BE AS LOW AS NEEDED TO PROVIDE FULL AIRFLOW TO THE MOST REMOTE TERMINAL BOXES WITH THEIR PRIMARY AIR DAMPERS AT LEAST 95% OPEN. 4. AFTER STARTUP, ONCE FAN OPERATION IS STABLE, THE OAD AND THE RAD SHALL SLOWLY OPEN TO MINIMUM OUTDOOR AIR POSITION. RETURN AIR FILTER OCCUPIED HEATING CONTROL RTU -1 XM,2XM SUPPLY FAN VFD I CONDENSING UNIT C 1. THE DISCHARGE AIR TEMPERATURE SENSOR (DAT) SHALL ACTIVATE THE GAS FIRED HEATER IN ORDER TO MAINTAIN A MINIMUM SUPPLY TEMPERATURE OF 54T (ADJUSTABLE). OCCUPIED COOLING CONTROL 1. UPON A RISE IN DAT ABOVE THE COOLING SETPOINT THE COOLING CYCLE SHALL BE ACTIVATED. COOLING SETPOINT SHALL BE RESET AS WARM AS POSSIBLE (BETWEEN 55'F MINIMUM AND 60'F MAXIMUM) WITH THE FOLLOWING LIMITS: a) NO ROOM TEMPERATURE (FOR ALL ASSOCIATED FAN BOXES) IS MORE THAN 1'F ABOVE THE COOLING SETPOINT. b) THE DISCHARGE AIR DEW POINT IS NO MORE THAN 5TF. 2. THE FIRST MEANS OF MAINTAINING DISCHARGE AIR TEMPERATURE SHALL BE ACTIVATION OF THE ECONOMIZER. IF THE OUTSIDE AIR ENTHALPY, AS MEASURED BY THE OUTSIDE AIR ENTHALPY SENSOR IS BELOW THE RETURN AIR ENTHALPY, THE EXHAUST, OUTDOOR, AND RETURN AIR DAMPERS SHALL BE PROPORTION MODULATED TO 100% OUTDOOR AIR TO MAINTAIN SETPOINT. IF ADDITIONAL COOLING IS REQUIRED THE CONDENSING UNIT'S COMPRESSORS SHALL BE STAGED ON AS REQUIRED. DAT SHALL SHALL LIMIT SUPPLY AIR TEMPERATURE TO 55T MINIMUM. 3. IF THE OUTSIDE AIR ENTHALPY RISES ABOVE THE SETPOINT THE ECONOMIZER SHALL BE POSITIONED TO PROVIDE MINIMUM VENTILATION AIR AND THE CONDENSING UNIT STAGED TO MAINTAIN ROOM COOLING SETPOINT TEMPERATURE. DAT SHALL LIMIT SUPPLY AIR TO 55' MINIMUM. GAS HEATER DAT UNOCCUPIED CONTROL 1. REFER TO FAN BOX CONTROL SEQUENCE. S SUPPLY AIR 2. PROVIDE 2 HOUR UNOCCUPIED OVERRIDE TO START UNIT IN OCCUPIED MODE BASED ON SIGNAL FROM FAN BOX THERMOSTAT OVERRIDE BUTTON. IN THIS MODE THE CONTROLS SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE UNIT OPERATES WITH AT LEAST 20% OF DESIGN AIR FLOW. RESET THE MINIMUM OUTDOOR AIRFLOW TO 20% OF SCHEDULED MINIMUM OUTDOOR AIRFLOW. WARM -UP CONTROL 1. MICROPROCESSOR SHALL PROVIDE OPTIMUM START CAPABILITY. IF SPACE TEMPERATURE IS BELOW 65T, WARM -UP SHALL BE DONE WITH RAD OPEN, OAD AND EAD CLOSED, AND GAS HEAT CONTROLLED BY DAT TO SUPPLY 90'F AIR. WHEN ROOM TEMPERATURE RISES TO 697, OCCUPIED MODE SHALL START. SAFETIES 1. THE FOLLOWING SAFETIES EACH WITH ITS OWN MANUAL RESET BUTTON, SHALL SHUT DOWN THE RTU VIA HARDWARE BEFORE H -O -A. a) WHEN ANY SMOKE DETECTOR (SDET) IS ACTIVATED THE UNIT SHALL SHUT DOWN. THE CONTROLLER SHALL COMMAND ALL FAN BOXES OFF. ALARMS 1. IF THE SUPPLY OR RETURN FAN FAILS OR IF ANY UNIT SAFETY IS TRIPPED, THE CONTROLLER SHALL GIVE A DETAILED ALARM SIGNAL TO THE FONT END. 2. IF FILTER PRESSURE DROP EXCEEDS SETPOINT (INITIALLY 0.6 ") FOR TEN MINUTES, THE CONTROLLER SHALL GIVE A DETAILED ALARM SIGNAL TO THE FRONT END. i)O 6'1 '7 D m GAS /ELECTRIC ROOFTOP UNIT CONTROL SEQUENCES (VAV) South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue Date & Issue Description By -- 01 07/02/08 KJL ISSUED FOR CONSTRUCTION I Seal /Signature I Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 I CAD File Name 20080075106.01 I Description HVAC CONTROL DIAGRAM I Scale NTS ©2006 Gensler 0 Fidellilly I IV VEST ME' IVTS H06.O1 EX lr'v tZ - vi Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617- 345 -9885 F 617- 345 -4226 W www.rdkengineers.com 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 CITY u - I UKWIIA SEP, 12 2008 PP RMIT CENTER Check TPW ATC NOTE: PROVIDE WALL MOUNTED CONTROLLER SIMILAR TO JCI "COMERCIAL COMFORT SYSTEMS" CAPABLE OF INTERLOCKING VAV FAN BOXES WITH RTU. CONTROLLER SHALL BE CAPABLE OF PROGRAMMING RTU AND FAN BOXES FOR OCCUPIED AND UNOCCUPIED MODE FOR 7 -DAYS. LOCAL THERMOSTATS SHALL BE CAPABLE OF 2 -HR OVERRIDE. ECUH -1 RA FROM RM SA TO ROOM VESTIBULE CEILING MOUNTED ELECTRIC CABINET UNIT HEATER: GENERAL 1. THE FAN AND ELECTRIC HEATING COIL SHALL BE CONTROLLED BY T -STAT MOUNTED IN RETURN GRILLE. CONTROL SEQUENCE 1. WHEN THE SENSOR LOCATED IN THE ASSOCIATED RETURN GRILLE SENSES A DROP IN SPACE TEMPERATURE BELOW SETPOINT (727 ADJ) THE FAN SHALL ENERGIZE AND THE ELECTRIC COIL SHALL STAGE ON /OFF AS REQUIRED UNTIL SENSOR IS SATISFIED FOR A PERIOD OF 5 MINUTES. D m CEILING MOUNTED ECUH CONTROL SEQUENCE UH -1 MECHANICAL ROOM CEILING MOUNTED ELECTRIC CABINET UNIT HEATER: GENERAL CONTROL SEQUENCL TO ROOM 1. THE FAN AND ELECTRIC HEATING COIL SHALL BE CONTROLLED BY A UNIT MOUNTED T -STAT. 1. WHEN THE UNIT MOUNTED T -STAT SENSES A DROP IN SPACE TEMPERATURE BELOW SETPOINT (507 ADJ) THE FAN SHALL ENERGIZE AND THE ELECTRIC COIL SHALL STAGE ON /OFF AS REQUIRED UNTIL SENSOR IS SATISFIED FOR A PERIOD OF 5 MINUTES. 2. PROVIDE ALL SAFETIES AND INTEGRAL COMPONENTS NECESSARY IN ORDER TO COMPLETE THIS SEQUENCE OF OPERATION. D m VERTICAL MOUNTED UH CONTROL SEQUENCE M: \2008 \20080075- Fidelity Seattle, WA \Hvac \20080075 H06.01 HVAC CONTROL DIAGRAM.dwg [30x42] June 30, 2008 - 1 1 :1 1 am rejofodomi CRAC CONTROL SEQUENCE. A. GENERAL B. INDIVIDUAL CRAC CONTROL FROM LAN RM CRAC -XM TO LAN RM 1. CRAC SHALL BE CONTROLLED, ON AN INDIVIDUAL BASIS BY A MANUFACTURER SUPPLIED PACKAGE CONTROL UNIT 2. THIS SEQUENCE APPLIES TO CRAC -XM. 3. UNIT SETPOINT SHALL BE ADJUSTABLE BY THE UNIT CONTROLLER. 4. ALL UNIT ALARMS SHALL BE DISPLAYED LOCALLY AND SPECIFIC ALARMS SHALL BE TRANSMITTED TO A MANUFACTURER SUPPLIED REMOTE MONITORING PANEL LOCATED IN THE LAN ROOM. 1. SPACE TEMPERATURE a. LOCAL TEMPERATURE SHALL BE SENSED BY THE UNIT'S RETURN AIR TEMPERATURE SENSOR. b. WHEN LOCAL TEMPERATURE RISES ABOVE THE SETPOINT OF 72'F(ADJUSTABLE) THE ROOF MOUNTED CONDENSING UNIT SHALL ENERGIZE. c. THE CRAC FAN SHALL RUN CONTINUOUSLY 24/7. C. ALARMS a. ALARMS SHALL BE GENERATED BY THE FOLLOWING CONDITIONS. i. RETURN AIR TEMPERATURE ABOVE 80'F FOR LONGER THEN 5 MINUTES(ADJUSTABLE). ii. RETURN AIR TEMPERATURE BELOW 607 FOR LONGER THEN 5 MINUTES.(ADJUSTABLE). iii LEAK DETECTOR ACTIVATION. D. OFF SITE MONITORING. THE ALARM PANEL SHALL HAVE A MODEM CONNECTION CAPABLE OF SENDING ALARM SIGNALS, VIA A INTERNET CONNECTION, TO AN OFF SITE MONITORING STATION. ACCU -XM ON ROOF CRAC -XM CONTROL SEQUENCES EXHAUST FANS: GENERAL EXHAUST 1. THE EXHAUST FANS EF- 1XM,2XM SHALL BE RUN BUILDING OCCUPIED HOURS. EF -1 XM,2XM BDD CONTINUOUSLY DURING FAN CONTROL 1. THE FAN SHALL BE ACTIVATED VIA THE LIGHTING CONTROL PANEL. UPON ACTIVATION THE EXHAUST AIR DAMPER(EAD) SHALL OPEN AND THE FAN ENABLED. D ES EXHAUST FAN CONTROL EXHAUST FANS: GENERAL FAN CONTROL EXHAUST BDD EF-3XM 1. THE EXHAUST FAN EF -3XM SHALL BE CONTROLLED VIA REVERSE ACTING SPACE MOUNTED THERMOSTAT. 1. THE FAN SHALL ACTIVATED WHEN SPACE THERMOSTAT SENSES A RISE IN TEMPERATURE ABOVE 85F (ADJ). WHEN THE T -STAT IS SATISFIED FOR A PERIOD OF FIVE MINUTES THE FAN SHALL DEACTIVATE. D m EXHAUST FAN CONTROL SERIES FAN POWERED BOX WITH ELECTRIC HEATING CONTROL SEQUENCES GENERAL 1. FAN POWERED BOX SHALL BE CONTROLLED BY AN APPLICATION SPECIFIC CONTROLLER (ASC). COORDINATE OCCUPIED /UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. ALL ACTUATORS SHALL BE ELECTRONIC. 2. ALL TEMPERATURES LISTED ARE FAHRENHEIT AND SHALL BE ADJUSTABLE. 3. OCCUPIED HEATING SETPOINT SHALL BE 697. OCCUPIED COOLING SETPOINT SHALL BE 5'F WARMER THAN HEATING SETPOINT. 4. ROOM TEMPERATURES SHALL BE SET BY A WALL MOUNTED ADJUSTABLE T -STAT. 5. MAXIMUM PRIMARY AIRFLOW IS SHOWN ON PLANS. MINIMUM PRIMARY AIRFLOW SHALL BE 30% OR AS SHOWN ON DRAWINGS 6. PROVIDE WALL - MOUNTED CONTROLLER BY RTU MANUFACTURER TO INTERLOCK FAN BOXES WITH ROOFTOP UNIT. FAN CONTROL 1. WHILE IN UNOCCUPIED MODE, FAN SHALL BE OFF WITH THE PRIMARY AIR DAMPER (PAD) CLOSED AND THE ELECTRIC HEATING COIL (EHC) OFF. 2. WHEN BOX IS STARTED IN OCCUPIED MODE, THE PAD SHALL OPEN TO MINIMUM AIRFLOW AND THE FAN SHALL START AND RUN CONTINUOUSLY. OCCUPIED HEATING CONTROL OCCUPIED COOLING CONTROL MORNING WARM -UP: UNOCCUPIED HEATING CONTROL UNOCCUPIED COOLING CONTROL UNOCCUPIED OVERRIDE PRIMARY AIR THERE SHALL BE NO UNOCCUPIED COOLING. SUPPLY AIR UPON A CALL FOR HEATING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE TO ITS MINIMUM AIRFLOW AND THE EHC SHALL BE ENERGIZED IN STAGES AS REQUIRED TO MAINTAIN THE HEATING SETPOINT. THE REVERSE SHALL OCCUR ON A RISE IN SPACE TEMPERATURE. UPON A CALL FOR COOLING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM AIR FLOWS AS REQUIRED TO MAINTAIN THE COOLING SETPOINT WITH THE EHC OFF, FAN BOXES HAVE EITHER A TEMPERATURE SENSOR OR HARDWIRE TO RTU TO SIGNAL PAD TO OPEN 100% DURING MORNING WARM UP. REFER TO RTU SEQUENCES. IF, WHEN THE UNIT IS OFF, THE ROOM TEMPERATURE FALLS BELOW 567, THE FB FAN SHALL START WITH THE PAD CLOSED AND EHC SHALL BE STAGED TO MAINTAIN A DISCHARGE AIR TEMPERATURE (DAT) BETWEEN 85 AND 907 (ADJ). WHEN ROOM TEMPERATURE RISES ABOVE 60'F, THE EHC SHALL CYCLE OFF AND, AFTER A 1- MINUTE DELAY, THE FAN SHALL STOP. BUTTON ON TR SHALL ALLOW 2 -HOUR (ADJ) OVERRIDE FROM UNOCCUPIED TO OCCUPIED CONTROL. WHEN ANY ROOM IS IN THIS OVERRIDE, THE CONTROL SYSTEM SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE ASSOCIATED AIR HANDLER CAN OPERATE AT MINIMUM AIR FLOW IN THIS MODE. SAFETIES 1. WHEN THE ASSOCIATED RTU UNIT SMOKE DETECTOR IS ACTIVATED THE FAN BOX SHALL BE COMMANDED OFF. 2. PROVIDE ALL NECESSARY COMPONENTS, WIRING, SOFTWARE, PROGRAMMING, TO MAKE INTERLOCK WITH RTU AND COMPLETE ALL SEQUENCES NOTED. D SERIES FAN POWERED BOX WITH ELECTRIC HEATING CONTROL SEQUENCES PRIMARY AIR UNOCCUPIED COOLING CONTROL 1. THERE SHALL BE NO UNOCCUPIED COOLING. SAFETIES 1. 2. SERIES FAN POWERED BOX WITH ELECTRIC HEATING AND CO2 CONTROL SEQUENCES SUPPLY AIR GENERAL 1. FAN POWERED BOX SHALL BE CONTROLLED BY AN APPLICATION SPECIFIC CONTROLLER (ASC). COORDINATE OCCUPIED /UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. 2. ALL TEMPERATURES LISTED ARE FAHRENHEIT AND SHALL BE ADJUSTABLE. 3. OCCUPIED HEATING SETPOINT SHALL BE 69'F. OCCUPIED COOLING SETPOINT SHALL BE 5'F WARMER THAN HEATING SETPOINT. 4. ROOM TEMPERATURES SHALL BE SET BY A WALL MOUNTED ADJUSTABLE T -STAT. 5. MAXIMUM PRIMARY AIRFLOW IS SHOWN ON DRAWINGS. MINIMUM PRIMARY AIR FLOW SHALL BE 30% OR AS SHOWN ON DRAWINGS. 6. PROVIDE WALL MOUNTED CONTROLLER BY RTU MANUFACTURER TO INTERLOCK FAN BOXES WITH ROOFTOP UNIT. FAN CONTROL 1. WHILE IN UNOCCUPIED MODE, FAN SHALL BE OFF WITH THE PRIMARY AIR DAMPER (PAD) CLOSED AND THE ELECTRIC HEATING COIL (EHC) OFF. 2. WHEN BOX IS STARTED IN OCCUPIED MODE, THE PAD SHALL OPEN TO MINIMUM AIRFLOW AND THE FAN SHALL START AND RUN CONTINUOUSLY. OCCUPIED CO2 CONTROL 1. WHEN CO2 LEVEL AT SENSOR (C) RISES ABOVE 750 PPM THE CONTROLLER SHALL OVERRIDE THE COOLING SIGNAL TO THE PAD TO INCREASE PRIMARY AIR (UP TO MAXIMUM AIRFLOW) AS REQUIRED TO MAINTAIN THE CO2 LEVEL AT 750 PPM. 2. WHILE IN CO2 OVERRIDE THE ELECTRIC HEATING COIL SHALL MODULATE ON IN STAGES TO MAINTAIN THE SETPOINT. OCCUPIED HEATING CONTROL 1. UPON A CALL FOR HEATING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE TO ITS MINIMUM AIRFLOW (UNLESS IN CO2 OVERRIDE) AND THE ELECTRIC HEATING COIL (EHC) SHALL STAGE ON /OFF AS REQUIRED TO MAINTAIN THE HEATING SETPOINT. THE REVERSE SHALL OCCUR ON A RISE IN SPACE TEMPERATURE. OCCUPIED COOLING CONTROL 1. UPON A CALL FOR COOLING FROM THE ROOM TEMPERATURE SENSOR (TR), THE PAD SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM AIR FLOWS AS REQUIRED TO MAINTAIN THE COOLING SETPOINT WITH THE ELECTRIC HEATING COIL OFF (UNLESS HEATING IS NEEDED DUE TO CO2 OVERRIDE), MORNING WARM -UP: 1. FAN BOXES HAVE EITHER A TEMPERATURE SENSOR OR HARDWIRE TO RTU TO SIGNAL PAD TO OPEN 100% DURING MORNING WARM UP. REFER TO RTU SEQUENCES. UNOCCUPIED HEATING CONTROL 1. IF, WHEN THE UNIT IS OFF, THE ROOM TEMPERATURE FALLS BELOW 56'F, THE FB FAN SHALL START WITH THE PAD CLOSED AND EHC SHALL BE STAGED TO MAINTAIN A DISCHARGE AIR TEMPERATURE (DAT) BETWEEN 85 AND 907. WHEN ROOM TEMPERATURE RISES ABOVE 60'F, THE EHC SHALL CYCLE OFF AND, AFTER A 1- MINUTE DELAY, THE FAN SHALL STOP. UNOCCUPIED OVERRIDE 1. BUTTON ON TR SHALL ALLOW 2 -HOUR (ADJ) OVERRIDE FROM UNOCCUPIED TO OCCUPIED CONTROL. WHEN ANY ROOM IS IN THIS OVERRIDE, THE CONTROL SYSTEM SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE ASSOCIATED AIR HANDLER CAN OPERATE AT MINIMUM AIR FLOW IN THIS MODE. WHEN THE ASSOCIATED RTU UNIT SMOKE DETECTOR IS ACTIVATED THE FAN BOX SHALL BE COMMANDED OFF. PROVIDE ALL NECESSARY COMPONENTS, WIRING, SOFTWARE, PROGRAMMING, TO MAKE INTERLOCK WITH RTU AND COMPLETE ALL SEQUENCES NOTED. SERIES FAN POWERED BOX WITH ELECTRIC HEATING AND CO2 CONTROL SEQUENCES (CONF RM) ROOF TOP UNIT CONTROLS: GENERAL OUTDOOR AIR 3. ALL TEMPERATURES LISTED ARE FAHRENHEIT. RELIEF , AIR V ▪ NO ■ ■ I I ■ N / BDD (ADJUSTABLE) 1. ROOFTOP UNIT SHALL BE STARTED AND STOPPED VIA DEDICATED MICROPROCESSOR CONTROLLER, WALL MOUNTED IN SPACE. COORDINATE OCCUPIED/ UNOCCUPIED SCHEDULES WITH OWNER. ALL SETPOINTS SHALL BE ADJUSTABLE. 2. LOCAL HAND -OFF- AUTOMATIC SWITCH (H -O -A) FOR FANS SHALL OVERRIDE CONTROLLER START /STOP (S /S) COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN BOTH "H" AND "A" POSITIONS. 4. PROVIDE APPROPRIATE ANTI - RECYCLE TIME DELAYS ON COMPRESSOR. 5. MINIMUM OUTSIDE AIR SHALL BE 780 CFM FOR RTU -1XM AND 540 CFM FOR RTU -2XM. FAN CONTROL 1. WHILE IN THE OFF MODE (OR ON SAFETY OR MANUAL DISCONNECT) RTU SUPPLY FAN SHALL BE OFF WITH THE OUTSIDE AIR DAMPER (OAD) AND POWERED EXHAUST DAMPER CLOSED, THE CONDENSING UNIT AND GAS HEATER OFF, AND THE RETURN AIR DAMPER (RAD) OPEN. 2. WHEN STARTED IN OCCUPIED MODE, THE RTU FAN SHALL START IN RECIRCULATION MODE (100% RETURN AIR) AT MINIMUM SPEED. 3. THE FAN VFD SHALL SLOWLY INCREASE IN SPEED TO MAINTAIN SETPOINT OF REMOTE DIFFERENTIAL PRESSURE SENSOR (DPS). INITIAL SETPOINT SHALL BE 1.25" W.G. WITH FINAL SETPOINT DETERMINED BY THE BALANCING CONTRACTOR TO BE AS LOW AS NEEDED TO PROVIDE FULL AIRFLOW TO THE MOST REMOTE TERMINAL BOXES WITH THEIR PRIMARY AIR DAMPERS AT LEAST 95% OPEN. 4. AFTER STARTUP, ONCE FAN OPERATION IS STABLE, THE OAD AND THE RAD SHALL SLOWLY OPEN TO MINIMUM OUTDOOR AIR POSITION. RETURN AIR FILTER OCCUPIED HEATING CONTROL RTU -1 XM,2XM SUPPLY FAN VFD I CONDENSING UNIT C 1. THE DISCHARGE AIR TEMPERATURE SENSOR (DAT) SHALL ACTIVATE THE GAS FIRED HEATER IN ORDER TO MAINTAIN A MINIMUM SUPPLY TEMPERATURE OF 54T (ADJUSTABLE). OCCUPIED COOLING CONTROL 1. UPON A RISE IN DAT ABOVE THE COOLING SETPOINT THE COOLING CYCLE SHALL BE ACTIVATED. COOLING SETPOINT SHALL BE RESET AS WARM AS POSSIBLE (BETWEEN 55'F MINIMUM AND 60'F MAXIMUM) WITH THE FOLLOWING LIMITS: a) NO ROOM TEMPERATURE (FOR ALL ASSOCIATED FAN BOXES) IS MORE THAN 1'F ABOVE THE COOLING SETPOINT. b) THE DISCHARGE AIR DEW POINT IS NO MORE THAN 5TF. 2. THE FIRST MEANS OF MAINTAINING DISCHARGE AIR TEMPERATURE SHALL BE ACTIVATION OF THE ECONOMIZER. IF THE OUTSIDE AIR ENTHALPY, AS MEASURED BY THE OUTSIDE AIR ENTHALPY SENSOR IS BELOW THE RETURN AIR ENTHALPY, THE EXHAUST, OUTDOOR, AND RETURN AIR DAMPERS SHALL BE PROPORTION MODULATED TO 100% OUTDOOR AIR TO MAINTAIN SETPOINT. IF ADDITIONAL COOLING IS REQUIRED THE CONDENSING UNIT'S COMPRESSORS SHALL BE STAGED ON AS REQUIRED. DAT SHALL SHALL LIMIT SUPPLY AIR TEMPERATURE TO 55T MINIMUM. 3. IF THE OUTSIDE AIR ENTHALPY RISES ABOVE THE SETPOINT THE ECONOMIZER SHALL BE POSITIONED TO PROVIDE MINIMUM VENTILATION AIR AND THE CONDENSING UNIT STAGED TO MAINTAIN ROOM COOLING SETPOINT TEMPERATURE. DAT SHALL LIMIT SUPPLY AIR TO 55' MINIMUM. GAS HEATER DAT UNOCCUPIED CONTROL 1. REFER TO FAN BOX CONTROL SEQUENCE. S SUPPLY AIR 2. PROVIDE 2 HOUR UNOCCUPIED OVERRIDE TO START UNIT IN OCCUPIED MODE BASED ON SIGNAL FROM FAN BOX THERMOSTAT OVERRIDE BUTTON. IN THIS MODE THE CONTROLS SHALL ENSURE THAT ENOUGH "UNOCCUPIED" ZONES ARE ALSO OVERRIDDEN SO THAT THE UNIT OPERATES WITH AT LEAST 20% OF DESIGN AIR FLOW. RESET THE MINIMUM OUTDOOR AIRFLOW TO 20% OF SCHEDULED MINIMUM OUTDOOR AIRFLOW. WARM -UP CONTROL 1. MICROPROCESSOR SHALL PROVIDE OPTIMUM START CAPABILITY. IF SPACE TEMPERATURE IS BELOW 65T, WARM -UP SHALL BE DONE WITH RAD OPEN, OAD AND EAD CLOSED, AND GAS HEAT CONTROLLED BY DAT TO SUPPLY 90'F AIR. WHEN ROOM TEMPERATURE RISES TO 697, OCCUPIED MODE SHALL START. SAFETIES 1. THE FOLLOWING SAFETIES EACH WITH ITS OWN MANUAL RESET BUTTON, SHALL SHUT DOWN THE RTU VIA HARDWARE BEFORE H -O -A. a) WHEN ANY SMOKE DETECTOR (SDET) IS ACTIVATED THE UNIT SHALL SHUT DOWN. THE CONTROLLER SHALL COMMAND ALL FAN BOXES OFF. ALARMS 1. IF THE SUPPLY OR RETURN FAN FAILS OR IF ANY UNIT SAFETY IS TRIPPED, THE CONTROLLER SHALL GIVE A DETAILED ALARM SIGNAL TO THE FONT END. 2. IF FILTER PRESSURE DROP EXCEEDS SETPOINT (INITIALLY 0.6 ") FOR TEN MINUTES, THE CONTROLLER SHALL GIVE A DETAILED ALARM SIGNAL TO THE FRONT END. i)O 6'1 '7 D m GAS /ELECTRIC ROOFTOP UNIT CONTROL SEQUENCES (VAV) South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue Date & Issue Description By -- 01 07/02/08 KJL ISSUED FOR CONSTRUCTION I Seal /Signature I Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 I CAD File Name 20080075106.01 I Description HVAC CONTROL DIAGRAM I Scale NTS ©2006 Gensler 0 Fidellilly I IV VEST ME' IVTS H06.O1 EX lr'v tZ - vi Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617- 345 -9885 F 617- 345 -4226 W www.rdkengineers.com 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 CITY u - I UKWIIA SEP, 12 2008 PP RMIT CENTER Check TPW HANGER STRAPS OR RODS MAX. DUCT DIA. HANGER MAX. SPACING FEET 20" ONE 1" x 22 GA. STRAP 10 36" ONE 1" x 18 GA. STRAP 10 60" TWO 3/8" DIA. RODS 10 84" TWO 1/2" DIA. RODS 10 NOTES: 1. CONTROLLER WITH MOUNTING BRACKET FASTENED TO THE INSIDE OF PLENUM WITH ACCESS TO CONTROL SHAFT THROUGH THE OPENING OF THE DIFFUSER. 2. BCW CASING AND STAINLESS WIRE EXITS PLENUM THROUGH A 4" HOLE THEN PARALLELS THE FLEX BACK TO DAMPER AT BRANCH DUCT TAKEOFF. 3. MODEL NUMBERS BASED ON THE YOUNG REGULATORS COMPANY. BCW CASING AND STAINLESS WIRE 50 FEET MAXIMUM 270 -275 LOCKING GEAR DRIVE CONTROLLER KIT WRENCH D REMOTE VOLUME DAMPER CONTROL FOR SLOT DIFFUSER CONTROL HSM004 INDICATOR TO SHOW OPEN /CLOSE /BALANCED POSITION BUTTERFLY BLADE LOCKING QUADRANT TYPE W /NON- METALLIC SHAFT AND EXTERNAL SHAFT BEARING MOUNTS NOTES: 1. DAMPER SHALL BE MFR. OF SAME MATERIAL AS DUCTWORK 2. GAUGE OF DAMPER TO BE (2) GAUGES HEAVIER THAN DUCTWORK D ROUND VOLUME DAMPER BELOW 14 "0 - LOW PRESSURE HSM014 RECTANGULAR DUCT FLEX CONN ROUND DUCT DUCT WIDTH = 4" GREATER ' THAN NECK / COLLAR DIMENSION TO ALLOW FOR CONNECTION W/O FISHMOUTHING RECTANGULAR DUCT HARD CONNECTION WHERE ALIGNMENT & SPACE DICTATE ONLY WHEN HEIGHT DOES NOT ALLOW FLEX CONN, HARD -DUCT BUT BE SURE BRANCH IS 4" WIDER THAN COLLAR TO ALLOW ALIGNMENT OF TERMINAL WITHIN GRID WITHOUT FISHMOUTHING. MAX. OFFSET = 1" MAX OFFSET = 1" NOTES: 1. THESE DETAILS ALLOW DUCTWORK TO BE PROVIDED BEFORE CEILING GRID IS INSTALLED THEN DIFFUSER /REGISTER CAN BE POSITIONED INTO GRID. 2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT DIFFUSER. 3. PROVIDE NYLON TY -WRAP TOOL OR REUSABLE SS DRAW BAND PER SPECS. 4. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT. 5. LENGTH OF FLEX DUCT SHALL NOT EXCEED 6' -0 ". 6. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER POSSIBLE. TRY TO AVOID NECK DAMPERS. 1 FLEX CONN. REFER TO SPECS FOR INSULATED TYPE SUPPLY DIFFUSER REGISTER (TYP.) R =DEPTH OF DUCT L D TYPICAL SUPPLY DIFFUSER/ REGISTER DUCTWORK & CONNECTION HSM017 AUXILIARY DRAIN PA MATERIAL SHALL BE GALVANIZED SHEET METAL. 3/4" PVC /COPPER CD. DRAIN. 4" AROUND THE PERIMETER OF THE UNIT / TACK WELD OR RIVET (IF RIVETED SEAL AIR TIGHT W/ WATER BASED SEALANT OR CAULK) SUPPORTS ONTO CRAC UNIT. AUXILIARY DRAIN PAN PAN SUPPORT (TYPICAL) LEAK DETECTION CABLE NOTE: 1. AUXILIARY DRAIN PAN SHALL BE NOT LESS THAN 3" LARGER THAN THE UNIT AND WITH A MINIMUM DEPTH OF 1.5 INCHES. MINIMUM THICKNESS OF THE GALVANIZED PAN SHALL BE NOT LESS THAN 0.0276 -INCH. 2. PROVIDE DRAIN PAN FOR CRAC -XM. D ® AUXILIARY DRAIN AND ASSOCIATED SUPPORT HSM008 M: \2008 \20080075- Fidelity Seattle, WA \Hvac \20080075 H07.01 HVAC DETAILS.dwg [30x42] June 30, 2008 - 1 1:11 am rejofodomi SEE SPECS FOR SEALING AND USING NYLON TY -WRAP TIGHTENED WITH TY -WRAP TOOL OR REUSABLE SS DRAW BAND INTERNALLY INSULATED PLENUM WITH INTEGRAL (NOT FIELD FABRICATED) LINEAR DIFFUSER BY DIFFUSER MANUFACTURER (USE NON- INSULATED BOOT OR APPLICATION, SEE SPEC) ADJUSTABLE VANES Jr NOTES: 1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED 30' AND SHALL BE GRADUAL. OFFSETS IN EXCESS OF 30' SHALL BE HARD DUCTED. 2. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG /FT. 3. FOR PERIMETER DIFFUSERS LOCATE DISTANCE FROM OUTSIDE WALL SHOWN ON ARCH PLANS. 4. CONNECTION TO MAIN DUCT SHALL BE HARD DUCT TRANSITION AND VOLUME DAMPER. CEILING / INSULATED FLEX CONN 1 FOOT MAX LENGTH D m LINEAR DIFFUSER CONNECTION HSM016 SEE NOTE 2 GALV. HANGER HANGER STRAP NOTES: 1. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 2. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. D m DUCT HANGER SUPPORT HSM008 D lj 1.5 D PLENUM AIR LINED INLET SOUND DIVERTER (SEE PART PLAN) TA FILTER o ® FLEX DUCT AS PER PLANS AND SPECIFICATIONS AIR VALVE 3D NYLON TY -WRAP TIGHTENED WITH TY -WRAP TOOL OR SS DRAW BAND R =D 1.5 D ALT HEATING COIL LOCATION HEATING COIL (IF PROVIDED BY MANUFACTURER SEE SCHEDULE AND SPECIFICATIONS) 4 n - - i FAN `iiiiiiiiiiiiiiiiiiiiii.WIAWU A 101111 11 PLENUM AIR DIVERTER TA FILTER r - - FAN CONTROL BOX 3D ALT HEATING COIL LOCATION PART PLAN (ELEV.) FLEX CONNECTION (OUT OF AIRSTREAM) MINIMUM 3 DUCT DIAMETERS OF STRAIGHT DUCT SUPPORT ROD RUBBER & SHEAR VIB ISOL FLEX CONNECTION (OUT OF AIRSTREAM) MINIMUM 3 DUCT DIAMETERS OF STRAIGHT DUCT NOTES: 1. BOXES WITH INTERNAL VIBRATION ISOLATORS MUST BE HARD DUCTED. 2. BOX SENSOR SHALL BE ORIENTED IN SAME PLANE AS ELBOW AND BE WITHIN 10' OF HORIZONTAL OR PER MANUFACTURER'S RECOMMENDATION. 3. FOR BOXES WHERE MANUFACTURER CAN NOT PROVIDE INTERNAL VIBRATION ISOLATORS USE FLEX DUCT AS SHOWN. LENGTH OF FLEX DUCT SHALL NOT EXCEED 12 ". 4. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED 30' AND SHALL BE GRADUAL. OFFSETS IN EXCESS OF 30' SHALL BE HARD DUCTED. 5. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG. 6. PROVIDE FLOW STRAIGHTENER IF STRAIGHT RUN CANNOT BE MAINTAINED. D m FAN BOX CONNECTIONS (SERIES) HC003 MINIMUM 16 GA. BAND HANGER RODS NOTES: 1. ALL SUPPORTS SHALL BE GALVANIZED STEEL FOR STEEL DUCT, STAINLESS STEEL FOR STAINLESS STEEL DUCT, OR ALUMINUM FOR ALUMINUM DUCT. 2. HANGERS MUST NOT DEFORM DUCT SHAPE. 3. ATTACHMENTS TO STRUCTURE SHALL BE PER SMACNA. LOAD RATED FASTENERS BAND SAME SIZE AS HANGER STRAP 36" DIA. & UNDER D © ROUND METAL DUCT HANGERS HAS008 !MI / / %//O//////1/ PARTITION r 1/2" (TYP) NOTE 1 PIPE SLEEVE STEEL FRAME OF ANGLE 1- 1/4 "x1 -1/4 "x1/8" AROUND DUCT PERIMETER NOTE 1 DUCT PENETRATION SHOWN IS WHERE FIRE DAMPER IS NOT REQUIRED BY CODE. NOTES: 1. AT FIRE RATED PARTITIONS ADD ADDITIONAL LAYER OF FIRE SAFING INSULATION AROUND PENETRATIONS SO AS TO FILL CAVITY. 2. DUCT AND PIPE PENETRATIONS THROUGH CORRIDOR WALLS ABOVE THE CEILING ARE TO BE FIRE STOPPED AROUND THE PENETRATION. Et! 133 DUCT & PIPE PENETRATIONS HPE001 HEAVY DUTY CLEVIS HANGER (FOR 1/2" UP TO & INCLUDING 3" PIPE) SUPPORT NUT GALVANIZED INSULATION SHIELD 12" LONG MIN. 9 LB /CFT DENSITY RIGID INSULATION AT SHIELD NOTES: 1. SEE SPECIFICATION FOR HANGER SIZES. D m PIPE HANGER SUPPORT HAS001 PREFERRED METHOD: CEILING PLENUM SUPPORT STRAP �1 1" ACOUSTIC LINING CEILING GRILLE SHEET METAL RETURN AIR BOOT (NO LINE OF SIGHT) 1/2 W /,1L/_//' L/-//LL// 'L / /11L /' /LL/ /L/_ /11L/11t J A A J A 777/ /7T/77' 77_/_/7777 W • 2XWOR3FT 1/ 7 177 7 77 /77/ 7T/77 W X'' W CEILING GRILLE MINIMUM CEILING ALTERNATE METHOD FOR LOW CEILING CLEARANCE ONLY: 11 L �1L/�1Z L /// L, / /ZL /111/_/11,1_/ /11L /11 // CEILING DIRECT BOOT TERMINATION POINT AWAY FROM EQUIPMENT (NOISE) IN CEILING PLENUM AREA OF OPENING =AREA OF GRILLE ON BOTH SIDES W =WIDTH OF GRILLE AREA OF OPENING =1/2 AREA OF GRILLE ON BOTH ENDS, W =WIDTH OF GRILLE 1" ACOUSTICAL LINING NOTES: 1. CONTRACTOR SHALL PROVIDE RETURN AIR BOOTS FOR ALL RETURNS WHERE NOTED ON THE FLOOR PLANS. 2. CONTRACTOR SHALL POSITION BOOT SO THAT THE OPEN SIDE IS PERPENDICULAR TO THE NEAREST ROOM WALL. 3. IF SPACE RESTRICTS INSTALLATION AS DETAILED, SUBMIT PROPOSED ALTERNATIVE KEEPING NO LINE OF SIGHT BETWEEN GRILLE AND OPENINGS. 4. PROVIDE UNIT COST FOR EACH METHOD. D © RETURN AIR TRANSFER BOOT OPTIONS HSMO22 EXPOSED EDGE OF DUCT LINER (TYP) SPRAY ADHESIVE TO SEAL EDGES. USE SAME ADHESIVE AS USED ON DUCT LINER FABRICATION BY DUCT LINER MANUFACTURER SPECIFIED. PROVIDE SHEET METAL NOSE PIECES FOR CLAMPING ENTIRE EDGE OF EXPOSED DUCT LINER. EDGE OF NOSE PIECES SHALL BE 1.5 INCHES WIDE MINIMUM SO THAT TAKE -OFF FITTING WILL SEAT PROPERLY. D SEALING & SECURING EXPOSED DUCT LINER HSM003 c?r 31 PREFERRED TAKE -OFF FITTING BELLMOUTH BELLMOUTH MINI - BELLMOUTH CONNECTION MODEL BMD CONNECTION MODEL BMD WL END FLAPS MODEL MBMD AIR FLOW BENT OVER M MCI VD El VD MI II �I DUCT SIZE 5" 6" 7' 8 9" 10" 12" 14" 16" HOLE SIZE 8 DUCT SIZE 6 x 4 10 x 4 16 x 4 24 x 4 6 x 5 10 x 5 16 x 5 24 x 5 6 x 6 10 x 6 16 x 6 24 x 6 8 x 8 16 x 8 24 x 8 10 x 10 16 x 10 24 x 10 9 " 10" 11" 12" 13" 15" 17" 19" * ALTERNATE * ALTERNATE TAKE -OFF TAKE -OFF FITTING FITTING MINIMUM DUCT HEIGHT 9 " 10" 1 1" 12" 13" 14" 16" 18" 20" HOLE SIZE 7.5 x 5.5 11.5 x 5.5 17.5 x 5.5 25.5 x 5.5 7.5 x 6.5 11.5 x 6.5 17.5 x 6.5 25.5 x 6.5 7.5 x 7.5 11.5 x 7.5 17.5 x 7.5 25.5 x 7.5 9.5 x 9.5 17.5 x 9.5 25.5 x 9.5 11.5 x 11.5 17.5 x 11.5 25.5 x 11.5 DUCT SIZE 5" 6 7 8" 9 " 10" 12" 14" 16" VD HOLE SIZE 7" 9 " 11" MINIMUM DUCT DUCT HEIGHT SIZE 9 " 11" 13" 5" 6" 7" 8" 9" 10" 12" 14" 16" 9" x 9" x 9" x 9" x 9" x 9" x 9" x HOLE SIZE * ALTERNATE TAKE -OFF FITTING VD 10-9/16" 12 -1/8" 13-11/16" 15-1/4" 18 -3/8" 21 -1/2" 24 -5/8" OVAL - BELLMOUTH CONNECTION MODEL OVBMD MINIMUM DUCT HEIGHT DUCT SIZE 5" 6" 10" 7' 10" 8" 10" 9" 10" 10" 10" 12" 10" 14" 10" 16" ALTERNATE ROUND BRANCH DUCT TAKE -OFFS * ALTERNATE FITTING'S TO BE USED WHEN DUCT HEIGHT DOES NOT PERMIT THE USE OF THE FULL SIZE BELLMOUTH MINIMUM DUCT HEIGHT 7.5 7.5 7.5 7.5 8.5 8.5 8.5 8.5 9.5 9.5 9.5 9.5 11.5 11.5 11.5 13.5 13.5 13.5 PREFERRED ALTERNATE TAKE -OFF FITTING TAKE -OFF FITTING MOUTH PREFERRED FITTING RECTANGULAR BELL MODEL RBMD AIR FLOW VD BRANCH - - -- BRANCH ALTERNATE RECTANGULAR BRANCH DUCT TAKE -OFF NOTES: ALL ROUND AND RECTANGULAR BELLMOUTH FITTINGS SHALL BE INCLUDED WITH THE FOLLOWING STANDARD FEATURES: VD 1. NEOPRENE GASKET TO MINIMIZE AIR LEAKAGE. 2. PRE - DRILLED HOLES FOR QUICK MOUNTING. 3. CONSTRUCTED OF HEAVY GALVANIZED STEEL. 4. 26 GAUGE GALV. QUADRANT VOLUME DAMPER W/ TIGHT FITTING GASKETING TO MINIMIZE LEAKAGE AT DAMPER PIVOT POINTS. (FOR LOW PRESSURE DUCTWORK) * ALTERNATE TAKE -OFF FITTING STANDARD 45' RECTANGULAR TO ROUND BOOT CONNECTION MODEL 3300D HOLE SIZE 5" x 10" 6" x 12" 6" x 12" 6 -1/2" x 12" 6-1/2" x 14" 6-1/2" x 16" 8-1/2" x 18" 10" x 20" ALTERNATE 45' RECTANGULAR TAKE -OFF MINIMUM DUCT HEIGHT 7' 8" 8-1/2" 8-1/2" 8-1/2" 10 -1/2" 12" D TYPICAL DUCT TAKE -OFF HSMO21 PARTITION SEAL ALL AROUND i MIN. 1.5 W 1 I- 1 • ■ • • • • 1.5 W .�� W J f MIN. 1.5 W T MIN. 1/4 W NOTES: 1. IF PARTITION IS FIRE RATED, PROVIDE FIRE DAMPER. 2. SEE PLANS FOR SIZE AND LOCATION OF RETURN AIR TRANSFER DUCTS. W =WIDTH OF DUCT STANDARD 1" ACOUSTICALLY LINED SHEET METAL OR FIBERGLASS - DUCTBOARD DUCT WITH MITERED RECTANGULAR ELBOW (NO VANES) D PLENUM TRANSFER DUCT HSM004 \ DUCT TAKE -OFF MAIN DUCT TAPERED CONNECTION 45' ANGLE(IF MAIN DUCT IS RECTANGULAR) OR CONICAL CONNECTION OF MAIN DUCT IS ROUND) L =1/4 W; 4 "MIN - VD BRANCH DUCT SUPPLY AIR RETURN /EXHAUST AIR D BRANCH TAKE -OFFS HSM001 I CRAC DRAIN PAN D CLEANOUT (TYP) DRAIN PIPE TO MATCH DRAIN OUTLET SIZE. (o (b) OVERSIZED LOOSE CAP LOCATED LEVEL WITH TOP OF DRAIN PAN. PIPE BELOW CAP SHALL HAVE FOUR X" DEEP "V' SHAPED GROOVES TO ALLOW VISUAL OVERFLOW AND VENT FUNCTIONS. THIS DIMENSION IN INCHES MUST BE 1" GREATER THAN THE MAXIMUM FAN SUCTION STATIC PRESSURE IN INCHES W.C. (WITH DIRTY FILTERS, COILS, AND MAXIMUM AIR FLOW). THIS DIMENSION IN INCHES MUST BE AT LEAST 1/2 OF (a). D m DRAW THRU UNIT CONDENSATE TRAP HPW010 11 ASeD South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue -- 01 1 Seal/Signature 1 Project Name Project Number 20080075 CAD File Name 20080075J107.01 I Description HVAC DETAILS Scale NTS H07.01 ©2006 Gensler 0 Fidelity INVESTMENTS Date & Issue Description By Check 07/02/08 KJL TPW ISSUED FOR CONSTRUCTION XPIng Fidelity Investor Center - SEATTLE BRANCH 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com RECEIVED CITY OF T UKVVILA SF?1 t2 2008 PFPM T CENTER SERIES FAN BOX SCHEDULE WITH ELECTRIC COIL TAG PRIMARY CFM RANGE PRIMARY (IN.) DISCHARGE SIZE (IN.) AIRBORNE N.C. FAN DATA ELECTRIC COIL WEIGHT (LBS) MANUFACTURER AND MODEL NUMBER (AS STANDARD) REMARKS FAN FULL PRIMARY CFM EXT. MOTOR KW V PH STAGES W H S P O S.P . HP V PH AMPS FB -1 225 -750 10 "0 11 11 36 33 750 0.35 1/4 277 1 2.0 5.0 480 3 2 81 JOHNSON CONTROLS TCS -EH 1011 SEE NOTES FB -2 180 -600 8 "0 11 11 36 .34 600 0.35 1 /6 277 1 1 .0 2.0 277 1 1 78 JOHNSON CONTROLS TCS -EH 0806 SEE NOTES FB -3 105 -350 6 "0 11 11 37 30 350 0.35 1 /6 277 1 1 .0 2.5 277 1 1 77 JOHNSON CONTROLS TCS -EH 0606 SEE NOTES FB -4 1 15 -375 8 "0 11 11 37 30 375 0.35 1 /6 277 1 1 .0 2.5 277 1 1 77 JOHNSON CONTROLS TCS -EH 0806 SEE NOTES FB -5 195 -640 8 "0 11 11 31 27 640 0.35 1/4 277 1 2.0 4.0 480 3 2 81 JOHNSON CONTROLS TCS -EH 081 1 SEE NOTES FB -6 260 -860 10 "0 11 11 32 30 860 0.35 1/4 277 1 2.0 3.0 480 3 2 81 JOHNSON CONTROLS TCS -EH 1011 SEE NOTES FB -7 255 -850 1 0 "0 11 11 36 33 900 0.35 1/4 277 1 2.0 3.0 480 3 2 81 JOHNSON CONTROLS TCS -EH 1011 SEE NOTES FB -8 420 -1400 12 "0 11 11 37 30 1400 0.35 1/2 277 1 3.6 9.0 480 3 3 79 JOHNSON CONTROLS TCS -EH 1218 SEE NOTES FB -9 80 -265 6 "0 11 11 37 30 265 0.35 1 /6 277 1 1 .0 1 .0 277 1 1 77 JOHNSON CONTROLS TCS -EH 0606 SEE NOTES FB -10 420 -1410 12 "0 11 11 37 30 1410 0.35 1/2 277 1 3.6 9.0 480 3 3 79 JOHNSON CONTROLS TCS -EH 1218 SEE NOTES FB -11 60 -200 10 "0 11 11 22 20 200 0.35 1/6 277 1 1.0 0.75 277 1 1 77 JOHNSON CONTROLS TCS -EH 0606 SEE NOTES FB -12 420 -1400 12 "0 11 11 37 30 1400 0.35 1/2 277 1 3.6 9.0 480 3 3 79 JOHNSON CONTROLS TCS -EH 1218 SEE NOTES 20 - 20 20 90 129 OFFICE 111 1 20 - 20 20 75 130 BREAK RM 206 6 120 - NOTES: 1. UNIT MOUNTED DISCONNECT (BY ELECTRICAL). 2. PROVIDE WALL MOUNTED CONTROL PACKAGE CAPABLE OF INTERLOCKING WITH FAN BOXES WITH RTU. 3. PROVIDE VIBRATION ISOLATION AS PER THESE SPECIFICATION. 4. PROVIDE PSC TYPE MOTOR. 5. PROVIDE ELECTRIC REHEAT IN STAGES AS SHOWN ON SCHEDULE. 6. PROVIDE (2) 1" THICK THROW AWAY FILTERS. 7. PROVIDE SINGLE POINT POWER CONNECTION. 8. PROVIDE UNIT MOUNTED ELECTRONIC SCR FAN SPEED CONTROLLER. VENTILATION SCHEDULE NUMBER SPACE DESIGNATION (SR FA) CODE REQUIREMENTS DESIGN OA CFM RETURN AIR CFM EST.MAX #PPL ( * CFM PER PERSON ( * 2) CFM EXHAUST ( * REQUIRED CFM 100 VESTIBULE 45 NR NR NR NR NR NR 101 LOBBY 1211 - .05 /SF - 61 65 2745 101A TRANSACTION 207 2 20 - 40 40 175 103 MANAGER'S 163 1 20 - 20 20 130 104 OFFICE 115 1 20 - 20 20 95 105 OFFICE 115 1 20 - 20 20 95 106 OFFICE 115 1 20 - 20 20 95 107 OFFICE 115 1 20 - 20 20 95 108 HALLWAY 337 - .05 /SF - 17 20 1380 109 CONFERENCE 380 30 20 - 600 600 465 110 STORAGE 17 NR NR NR NR NR NR 111 COAT 17 NR NR NR NR NR NR 112 HALLWAY 60 - .05 /SF - 3 5 25 113 UTILITY ROOM 72 NR NR NR NR NR NR 114 LAN RM 69 * * * * * * 115 DIST 9 * * * * * * 116 HALLWAY 350 - .05 /SF - 18 20 1 117 OFFICE 111 1 20 - 20 20 105 118 OFFICE 111 1 20 - 20 20 105 119 OFFICE 111 1 20 - 20 20 105 120 OFFICE 111 1 20 - 20 20 110 121 ELECTRICAL 50 * * * * * * 122 HALLWAY 271 - .05 /SF - 14 15 125 123 OFFICE 111 1 20 - 20 20 140 124 OFFICE 111 1 20 - 20 20 140 125 OFFICE 111 1 20 - 20 20 140 126 OFFICE 111 1 20 - 20 20 140 127 OFFICE 111 1 20 - 20 20 140 128 OFFICE 111 1 20 - 20 20 90 129 OFFICE 111 1 20 - 20 20 75 130 BREAK RM 206 6 120 - 120 120 135 131 SUPPORT 200 3 60 - 60 60 125 132 MENS 200 - .05 /SF 150 10 10 - 133 JANITOR'S 27 - .05 /SF 75 2 5 - 134 WOMENS 203 - .05 /SF 150 10 10 - 135 OPERATIONS 609 3 20 - 60 60 840 136 STORAGE 17 NR NR NR NR NR NR NOTES: NR NOT REQUIRED * ROOMS CONTAIN EQUIPMENT ONLY. THESE ARE NOT OCCUPIED SPACES. *1 BASED ON CODE REQUIRED FOR ESTIMATED MAX OCCUPANT LOAD. *2 CODE REQUIREMENT PER PERSON. *3 CODE REQUIRED EXHAUST. CODE REQUIRED VENTILATION AIR SUPPLY AND EXHAUST IS BASED ON 2006 SEATTLE MECHANICAL CODE SECTION 403 MECHANICAL VENTILATION TABLE 403.3 " REQUIRED OUTDOOR VENTILATION AIR" DIFFUSER. GRILLE & REGISTER SCHEDULE TAG SELECTION RANGE (CFM) NECK SIZE (IN.) OVERALL SIZE (IN.) SERVICE MOUNTING ACCESSORIES MANUFACTURER AND MODEL NUMBER (AS STANDARD) NC OR AIR PRESSURE DROP NOT TO EXCEED REMARKS SA 0 -125 6 "0 24x24 SUPPLY LAY -IN - TITUS PAS 30 SEE NOTES SB 126 -225 8 "0 24x24 SUPPLY LAY -IN - TITUS PAS 30 SEE NOTES SC 0 -1250 15x15 24x24 SUPPLY LAY -IN - TITUS PAS 30 SEE NOTES SD 371-450 12 "0 24x24 SUPPLY LAY -IN - TITUS PAS 30 SEE NOTES SE 76- 135/LF SEE DWG LINEAR SUPPLY BORDER 22 FBPI -20 -1 TITUS FL- 20- 1 -22 -JT 30 SEE NOTES SF 0 -60 /LF SEE DWG LINEAR SUPPLY SEE DWG 4. PROVIDE 2 -STAGE ELECTRIC HEATING COIL. TITUS ML -38 -48 2 SLOT 30 SEE NOTES SG 46 -70 /LF SEE DWG LINEAR SUPPLY BORDER 22 FBPI -20 -1 TITUS FL- 20- 1 -22 -HT 30 SEE NOTES RA - - 24x24 RETURN LAY -IN - TITUS PAR 30 SEE NOTES RB 0 -1250 15x15 24x24 RETURN LAY -IN - TITUS PAR 30 SEE NOTES RC 46 -70 /LF SEE DWG LINEAR RETURN BORDER 22 - TITUS FLR- 20 -1 -22 30 SEE NOTES EA 226 -450 12 "0 24x24 EXHAUST LAY -IN - TITUS PAR 30 SEE NOTES EB 0 -225 .8 "0 24x24 EXHAUST LAY -IN - TITUS PAR 30 SEE NOTES NOTES: 1. PROVIDE TITUS INSULATED PLENUM ON SUPPLY LINEAR DIFFUSERS ONLY. 2. PROVIDE BLANK -OFF SECTIONS BETWEEN ACTIVE LINEAR FOR CONTINUOUS APPEARANCE. 3. REFER TO ARCHITECT'S PLAN FOR CONTINUOUS LINEAR RETURN AIR SLOTS FOR CORRIDOR AREAS. 4. COORDINATE FINISH W/ ARCHITECT. (DIFFUSER BORDER SHALL BE WHITE AND SLOT SHALL BE BLACK) 5. COORDINATE ALL BORDER TYPES WITH THE ARCHITECT'S FINAL CLNG GRID. 6. REFER TO DRAWINGS FOR LINEAR DIFFUSER LENGTHS. 7. PROVIDE MUD -IN TYPE BORDER FOR ALL LINEAR DIFFUSERS MOUNTED IN HARD GYP. CEILINGS. ELECTRIC CABINET & WALL HEATER SCHEDULE TAG LOCATION TYPE MOUNTING INPUT (kW) OUTPUT (MBH) AIR ELECTRIC SERVICE UNIT WEIGHT (LBS) MANUFACTURER AND MODEL NUMBER (AS STANDARD) REMARKS CFM EAT ( F) LAT (F) AMPS V PH ECUH -1 VESTIBULE HORIZ HUNG 3.0 10.2 250 75 95 12 277 1 120 Q- MARK CU935 SEE NOTES 1 -7 UH -1 UTILITY RM VERT HUNG 3.0 10.2 350 75 102 11 277 1 27 Q- MARK MUH03 -81 SEE NOTES 6 -9 NOTES: 1. UNIT MOUNTED DISCONNECT (BY ELECTRICAL). 2. PROVIDE TYPE C, CONCEALED CABINET, CASING W /FRONT & BACK DUCT COLLARS. 3. PROVIDE REMOTE MOUNTED TWO STAGE T -STAT. 4. PROVIDE 2 -STAGE ELECTRIC HEATING COIL. 5. PROVIDE UNIT WITH BOTTOM INLET AND TOP OUTLET CONFIGURATION. 6. PROVIDE VIBRATION ISOLATION AS PER THESE SPECIFICATIONS. 7. PROVIDE WHITE COLOR, COORDINATE WITH ARCHITECT. 8. PROVIDE WITH INTEGRAL T -STAT. 9. PROVIDE WHITE INTEGRAL DISCONNECT. M: \2008 \20080075- Fidelity Seattle, WA \Hvac \20080075 H08.01 HVAC SCHEDULES.dwg [30x421 June 30, 2008 - 11:11am rejofodomi X08 -937 South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue Date & Issue Description By Check -- 01 07/02/08 KJL TPW ISSUED FOR CONSTRUCTION Seal /Signature Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 I CAD File Name 20080075JH08.01 I Description HVAC SCHEDULES Scale NTS H08.01 ©2006 Gensler Fidelity INVESTMENTS Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 RECEIVED CITY OF TUKWILA SF N, 1{2 2008 PERMIT CENTER HVAC GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE. CONTRACTORS, BY SUBMITTING A BID, ARE DEEMED TO BE COMPLETELY FAMILIAR WITH THE EXISTING CONDITION OF THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED. ABSOLUTELY NO CLAIMS FOR EXTRA COMPENSATION WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY INFERABLE FROM A CAREFUL EXAMINATION OF THE EXISTING BUILDING. 3. THIS CONTRACTOR SHALL INSPECT THE EXISTING FIELD CONDITIONS AT THE SITE AND THE "AS- BUILT" BASE BUILDING CONTRACT DOCUMENTS PRIOR TO THE START OF ANY WORK TO DETERMINE WHAT EFFECT THE EXISTING CONDITIONS WILL HAVE ON HIS WORK. POTENTIAL PROBLEM AREAS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND /OR ENGINEER IMMEDIATELY. 4. THIS CONTRACTOR SHALL CONNECT HIS WORK TO VARIOUS EXISTING DUCTWORK AND CONTROL SYSTEMS IN THE BASE BUILDING. THE NEW WORK SHALL BE COMPATIBLE WITH THE EXISTING SYSTEMS. LOCATION OF EQUIPMENT OR THE ROUTING OF THE VARIOUS SYSTEMS AS WELL AS OPENINGS IN FLOOR SLABS OR WALLS SHALL BE GOVERNED BY THE EXISTING CONDITIONS AS THEY APPEAR IN THE FIELD OR ON THE "AS- BUILT" DRAWINGS. 5. CARE SHALL BE TAKEN DURING THE INSTALLATION TO NOT DAMAGE OR INTERRUPT BUILDING SYSTEMS AND SERVICES THAT ARE ALREADY INSTALLED. DAMAGE TO SUCH SYSTEMS OR EQUIPMENT CAUSED BY THIS CONTRACTOR DURING INSTALLATION SHALL BE REPAIRED AND /OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF THE BUILDING OWNER. 6. SHUTDOWN OF EXISTING SYSTEMS FOR CONNECTION TO EXISTING SERVICES SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR AND BUILDING OWNER. THIS CONTRACTOR SHALL SUBMIT REQUESTS, WHERE THEY AFFECT THE OPERATION OF THE BUILDING SYSTEMS, AT LEAST ONE WEEK IN ADVANCE OF ANY REQUIRED SHUTDOWN. THE ACTUAL SHUTDOWN PERIOD SHALL BE AS SHORT AS POSSIBLE AND AT A TIME MUTUALLY AGREEABLE TO THE BUILDING OWNER AND THE CONSTRUCTION MANAGER /GENERAL CONTRACTOR. 7. 8. DRAWINGS ARE DIAGRAMMATIC, THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 9. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT AND /OR PIPE TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 10. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES. 11. ALL MATERIALS AND EQUIPMENT UNLESS SPECIFICALLY INDICATED AS REUSED, SHALL BE NEW. 12. DUCTWORK SHALL NOT RUN ALONG FULL HEIGHT PARTITIONS. 13. ACCESS PANELS SHALL BE PROVIDED TO ALLOW FOR CLEANING OF COILS AND SERVICING OF DAMPERS, HEATERS, VALVES, AND ALL CONCEALED MECHANICAL EQUIPMENT. 14. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 15. INSTALL NEW ROOM THERMOSTATS AND SENSORS 4 FEET AFF OR AS DIRECTED OTHERWISE BY ARCHITECT. 16. WHEN SECTION OF DUCTWORK IS NOT LABELED FOR SIZE, THE LARGER SIZE INDICATED ON THE CONNECTED DUCT SHALL PREVAIL. SIZE OF DUCT RUN -OUTS TO DIFFUSER SHALL EQUAL DIFFUSER NECK SIZE. 17. THE FIRE PROOFING OF THE BUILDING STRUCTURE IS NOT TO BE REMOVED FOR THE INSTALLATION OF HANGERS, SUPPORTS, DUCTWORK, ETC. IF FIRE PROOFING IS DAMAGED, IT SHALL BE REPAIRED AT THE EXPENSE OF THE TRADE. M: \2008 \20080075- Fidelity Seattle, WA \Hvcc \20080075 H09.01 HVAC SPEC.dwg [30x42] June 30, 2008 - 1 1 :1 1 am rejofodomi HVAC SPECIFICATIONS PART 1 - GENERAL 1. GENERAL PROVISIONS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK IN CONTRACT. 2. SCOPE: PERFORM WORK AND PROVIDE NEW MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF THE SPECIFICATIONS. PROVIDE ALL COMPONENTS AND MATERIALS, WHETHER SPECIFICALLY SHOWN OR NOT, THAT ARE NECESSARY TO MAKE THE SYSTEMS COMPLETE AND FULLY OPERATIONAL AS INTENDED IN THE CONSTRUCTION DOCUMENTS. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO: 1) THE DESIGN INTENT AS ILLUSTRATED ON THESE DRAWINGS, 2) ALL TESTING AND CERTIFICATIONS NECESSARY FOR COMPLIANCE INCLUDING ANY REQUIRED REMEDIAL ACTIONS AND RETESTING DUE TO FAILURE. 3. SITE VISIT: VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS THAT MAY AFFECT WORK OF THIS SECTION BEFORE SUBMITTING BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY DISCERNED BY AN EXPERIENCED OBSERVER. 4. RELATED WORK: THE FOLLOWING WORK IS NOT INCLUDED IN THIS SECTION AND WILL BE PROVIDED UNDER OTHER SECTIONS: 1) TEMPORARY HEAT FOR USE DURING CONSTRUCTION AND TESTING UNLESS SPECIFICALLY NOTED IN OTHER SPECIFICATION SECTIONS, 2) PAINTING, EXCEPT AS SPECIFIED, 3) ELECTRICAL POWER WIRING TO ALL EQUIPMENT OTHER THAN AUTOMATIC TEMPERATURE CONTROL PANELS AND COMPONENTS, AND 4) DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED BY OTHERS FOR MOUNTING AND WIRING TO THE ATC SYSTEM UNDER THIS SECTION. 5. CODES, STANDARDS, AUTHORITIES AND PERMITS: CODES, LAWS AND ORDINANCES PROVIDE A BASIS FOR THE MINIMUM INSTALLATION CRITERIA. THESE DRAWINGS AND SPECIFICATIONS ILLUSTRATE THE SCOPE REQUIRED FOR THIS PROJECT, WHICH MAY EXCEED MINIMUM CODE, LAW AND STANDARDS CRITERIA. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACKCHARGES AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES HAVING JURISDICTION AS REQUIRED FOR THE EXECUTION OF ALL WORK ASSOCIATED WITH THIS PROJECT. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF: 1) THE STATE BUILDING, ELECTRICAL, MECHANICAL, AND ENERGY CODES, 2) SMACNA, NFPA, ANSI /ASHRAE, ASME, UL, AND NEMA STANDARDS, 3) ALL OTHER APPLICABLE CODES, REGULATIONS, STANDARDS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENT AND OTHER AUTHORITIES HAVING JURISDICTION, AND 4) APPLICABLE BASE BUILDING STANDARDS AND SPECIFICATIONS. 6. INTERPRETATIONS OF DOCUMENTS: WHERE DRAWINGS OR SPECIFICATIONS DO NOT COINCIDE WITH MANUFACTURER'S RECOMMENDATIONS, OR ARE UNCLEAR AS TO INTENT, OR REQUIRED MATERIAL QUALITY, ADVISE THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. ALL COST FOR REWORK NECESSARY TO RESOLVE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. REQUESTS FOR INFORMATION: ANY RFI FOR RESOLVING AN APPARENT CONFLICT OR UNCLARITY, OR A REQUEST FOR ADDITIONAL DETAIL, SHALL INCLUDE A SKETCH OR EQUIVALENT DESCRIPTION OF CONTRACTOR'S PROPOSED SOLUTION. 8. SUBMITTALS: PROVIDE SPECIFIED ITEMS AND EQUIPMENT UNLESS "EQUAL" OR "APPROVED EQUAL" IS EXPLICITLY INDICATED ON THE DRAWINGS. DEVIATIONS TO SPECIFIED ITEMS SHALL BE AT THE SOLE RISK OF THE CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES TO THIS AND OTHER TRADES. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER SHALL NOT ABSOLVE THE CONTRACTOR FROM MEETING THE FULL DESIGN INTENT OF THE ASSOCIATED SYSTEM(S). SUBMITTALS SHALL INDICATE PRIOR REVIEW AND APPROVAL BY THE RESPONSIBLE CONTRACTOR. SUBMIT FOR REVIEW (6) SETS OF MANUFACTURER'S PRODUCT DATA FOR THE FOLLOWING ITEMS: 1) AIR DISTRIBUTION LAYOUT DRAWINGS AND DETAILS, 2) PIPING DISTRIBUTION LAYOUT DRAWINGS, COMPONENTS, AND DETAILS, 3) ALL EQUIPMENT, 4) CONTROL SCHEMATICS, COMPONENTS, AND SEQUENCES, INCLUDING TIE -IN TO THE EXISTING ROOFTOP UNIT CONTROL, 5) BALANCING REPORTS, 6) ALL TEST REPORTS, AND 7) ALL CERTIFICATES. ALLOW ENGINEER A MINIMUM OF 10 WORKING DAYS FOR PROCESSING AND REVIEW OF EACH SUBMISSION. 9. OPERATION AND MAINTENANCE DATA: SUBMIT (3) SETS OF OPERATING AND MAINTENANCE MANUALS PRIOR TO THE COMPLETION OF THE PROJECT. PROVIDE ON -SITE DEMONSTRATION OF ALL SYSTEMS TO OWNER AFTER SYSTEMS ARE FULLY OPERATIONAL. O &M MANUALS SHALL INCLUDE ALL COMPONENTS (DIFFUSERS, ETC.) AS WELL AS SYSTEM DESCRIPTIONS OF ALL SYSTEMS WITH FLOW DIAGRAMS, WIRING DIAGRAMS, WRITTEN WARRANTEES, RECOMMENDED SPARE PARTS AND ROUTINE MAINTENANCE REQUIREMENTS WITH RECOMMENDED INTERVALS FOR ALL MOVING EQUIPMENT AND CONTROLS. 10. RECORD DRAWINGS: CAD RECORD DRAWING FILES SHALL BE SUBMITTED AT THE COMPLETION OF THE PROJECT SHOWING THE "AS- BUILT" CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATIONS OR ADDITIONS TO ORIGINAL DESIGN. OBTAIN THE AUTOCAD FILES FOR PREPARATION OF AS -BUILT DRAWINGS FROM THE ARCHITECT. THE ARCHITECT AND ENGINEER ARE NOT GRANTING ANY OWNERSHIP OR PROPERTY INTEREST IN THE CAD DRAWINGS BY THE DELIVERY OF THE CAD FILES. THE USE OF THE CAD FILES AND DRAWINGS ARE LIMITED FOR THE SOLE PURPOSE OF ASSISTING IN THE CONTRACTOR'S PERFORMANCE IN ITS CONTRACTUAL OBLIGATIONS WITH RESPECT TO THIS PROJECT. ANY REUSE AND /OR OTHER USE BY THE CONTRACTOR WILL BE AT THE CONTRACTOR'S SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT AND ENGINEER. 11. WARRANTIES: WARRANTY INSTALLATION IN WRITING FOR ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. WHERE INDIVIDUAL EQUIPMENT SECTIONS SPECIFY LONGER WARRANTEES, PROVIDE THE LONGER WARRANTEE. REPAIR, REPLACE OR PROVIDE TEMPORARY ACCOMMODATIONS FOR DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN 24 HOURS OF NOTIFICATION. WARRANTY SHALL INCLUDE A CONTACT PERSON (NAME AND 24 HOUR TELEPHONE NUMBER) FOR SERVICE REQUESTS. CORRECT DAMAGE CAUSED WHILE MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER WARRANTY PERIOD AT NO ADDITIONAL COST. 12. COORDINATION: CONFER WITH ALL OTHER TRADES RELATIVE TO LOCATION OF ALL APPARATUS AND EQUIPMENT TO BE INSTALLED AND SELECT LOCATIONS SO AS NOT TO CONFLICT WITH OR HINDER THE PROGRESS OF THE WORK OF OTHER SECTIONS. WORK INSTALLED THAT CREATES INTERFERENCE OR RESTRICTS ACCESS REQUIRED BY CODE (INCLUDING CLEARANCES TO ELECTRICAL COMPONENTS) OR TO CONDUCT MAINTENANCE AND /OR ADJUSTMENTS SHALL BE MODIFIED AT NO ADDITIONAL COST TO THE OWNER. 13. SUPPORTS: INCLUDE ALL STRUCTURAL STEEL SUPPORTS, HANGER BRACKETS, ETC., REQUIRED FOR THE EXECUTION OF THE WORK OF THIS SECTION. THE WELDS AND EDGES OF ALL BRACKETS SHALL BE FILED OR GROUND SMOOTH FOR PAINTING. HANGERS SHALL BE STEEL ANGLE IRON, CHANNEL OR STEEL ROD USED WITH APPROVED CLAMPS, INSERTS, ETC. ALL HANGERS SHALL BE GALVANIZED OR PAINTED WITH TWO COATS OF RUSTOLEUM PAINT BEFORE INSTALLATION. APPLY TOUCH -UP PAINT (ZINC GALVANIZING FOR GALVANIZED STEEL) AFTER INSTALLATION. 14. CUTTING AND PATCHING: INCLUDE ALL CORING, CUTTING, PATCHING AND FIREPROOFING NECESSARY FOR THE EXECUTION OF THE WORK OF THIS SECTION. STRUCTURAL ELEMENTS SHALL NOT BE CUT WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. REPAIR AND PATCH AROUND THE WORK SPECIFIED HEREIN TO MATCH THE EXISTING ADJACENT SURFACES TO THE SATISFACTION OF THE ARCHITECT. FILL AND PATCH ALL OPENINGS OR HOLES LEFT IN THE EXISTING STRUCTURES BY THE REMOVAL OF EXISTING EQUIPMENT THAT IS PART OF THIS SECTION OF THE SPECIFICATIONS. PATCH AND SEAL ALL EXISTING OPENINGS IN DUCTWORK AND PIPING NOT UTILIZED FOR NEW LAYOUT. PROVIDE FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE FIRE RESISTANCE -RATED ASSEMBLY. ALL PENETRATIONS AND ASSOCIATED FIRE STOPPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE STOPPING MANUFACTURER'S LISTED INSTALLATION DETAILS AND BE LISTED BY UL OR FM. 15. HOISTING, SCAFFOLDING AND PLANKING: INCLUDE THE FURNISHING, SET -UP AND MAINTENANCE OF ALL HOISTING MACHINERY, CRANES, SCAFFOLDS, STAGING AND PLANKING AS REQUIRED FOR THE EXECUTION OF WORK FOR THIS SECTION. 16. SAFETY PRECAUTIONS: LIFE SAFETY AND ACCIDENT PREVENTION SHALL BE A PRIMARY CONSIDERATION. COMPLY WITH ALL OF THE SAFETY REQUIREMENTS OF THE OWNER AND OSHA THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. FURNISH, PLACE AND MAINTAIN PROPER GUARDS AND ANY OTHER NECESSARY CONSTRUCTION REQUIRED TO SECURE SAFETY OF LIFE AND PROPERTY. 17. ACCESSIBILITY: ALL WORK PROVIDED UNDER THIS SECTION OF THE SPECIFICATION SHALL BE INSTALLED SO THAT PARTS REQUIRING PERIODIC INSPECTION, MAINTENANCE AND REPAIR ARE READILY ACCESSIBLE. WORK OF THIS TRADE SHALL NOT INFRINGE UPON CLEARANCES REQUIRED BY EQUIPMENT OF OTHER TRADES. 18. PROTECTION OF WORK AND PROPERTY: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND PROTECTION OF ALL WORK INCLUDED UNDER THIS SECTION UNTIL THE COMPLETION AND FINAL ACCEPTANCE OF THIS PROJECT. PROTECT ALL EQUIPMENT AND MATERIALS FROM DAMAGE FROM ALL CAUSES INCLUDING, BUT NOT LIMITED TO, FIRE, VANDALISM AND THEFT. ALL MATERIALS AND EQUIPMENT DAMAGED OR STOLEN SHALL BE REPAIRED OR REPLACED WITH EQUAL MATERIAL OR EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. PROTECT ALL EQUIPMENT, OUTLETS AND OPENINGS, AND ROOF PENETRATIONS WITH TEMPORARY PLUGS, CAPS AND COVERS. PROTECT WORK AND MATERIALS OF OTHER TRADES FROM DAMAGE THAT MIGHT BE CAUSED BY WORK OR WORKMEN UNDER THIS SECTION AND MAKE GOOD DAMAGE THUS CAUSED. DAMAGED MATERIALS ARE TO BE REMOVED FROM THE SITE; NO SITE STORAGE OF DAMAGED MATERIALS WILL BE ALLOWED. ANY DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY THIS CONTRACTOR DURING INSTALLATION SHALL BE REPAIRED AND /OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF THE BUILDING OWNER. 19. SEISMIC RESTRAINT REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH THE STATE BUILDING CODE. A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE APPLICABLE STATE FOR THE PROJECT LOCATION, SHALL PREPARE THE SEISMIC RESTRAINT DESIGN AND CERTIFY THAT THE DESIGN IS IN COMPLIANCE WITH THE STATE BUILDING CODE REQUIREMENTS. 20. PROJECT CLOSEOUT: A CERTIFICATE OF COMPLETION SHALL BE ISSUED BY THE CONTRACTOR INDICATING THAT THE INSTALLATION IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND ALL APPLICABLE LOCAL, STATE AND FEDERAL STATUTES AND CODES. ALL SUBMITTALS, AS- BUILTS, O &M MANUALS, AND BALANCING REPORTS ARE TO BE PROVIDED, FOR ENGINEER'S REVIEW, PRIOR TO REQUEST FOR COMPLETION CERTIFICATES. IN ADDITION, AND ALSO PRIOR TO REQUEST FOR COMPLETION CERTIFICATES, ALL PUNCH LIST ITEMS MUST BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR MUST VERIFY THAT ALL SEQUENCES OF OPERATIONS AND CONTROLS HAVE BEEN INCORPORATED AND ALL SYSTEMS AND EQUIPMENT ARE WORKING PER THE SPECIFIED SEQUENCES OF OPERATIONS. A BLANK CONTRACTOR'S CERTIFICATE FORM CAN BE FURNISHED BY RDK ENGINEERS UPON REQUEST. FINAL INSPECTION BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPT OF THE CERTIFICATE OF COMPLETION. PREMATURE REQUESTS FOR FINAL INSPECTIONS THAT REQUIRE REINSPECTION OF DEFICIENT ITEMS WILL RESULT IN BACK CHARGES OF THE COSTS ASSOCIATED WITH THE REINSPECTION. PART 2 - PRODUCTS 1. DUCTWORK: MATERIAL, CONSTRUCTION, AND INSTALLATION SHALL MEET REQUIREMENTS OF MOST RECENT EDITIONS OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS, EXCEPT FOR MORE STRINGENT REQUIREMENTS SPECIFIED OR SHOWN ON DRAWINGS. MEDIUM PRESSURE DUCTWORK BETWEEN FANS AND VOLUME BOXES SHALL BE BUILT TO 4" PRESSURE CLASS WITH SEAL CLASS A. UNLESS SPECIFIED OTHERWISE, ALL OTHER DUCTWORK SHALL BE BUILT TO 2" PRESSURE CLASS WITH SEAL CLASS B. PROVIDE FLEXIBLE CONNECTION ON ALL DUCTS CONNECTING TO FANS AND ROTATING EQUIPMENT. ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH FLEXIBLE COPPER GROUNDING STRAPS. MAXIMUM LENGTH OF FLEXIBLE RUN -OUT TO DIFFUSERS SHALL BE 6 FEET. FOR LONGER RUN -OUTS, ADD RIGID DUCT. DUCTS SHALL BE CONSTRUCTED OF HOT DIPPED GALVANIZED STEEL UNLESS OTHERWISE NOTED. 2. VOLUME DAMPERS: PROVIDE MANUAL ADJUSTABLE VOLUME DAMPERS, WITH EXTENDED MOUNT, INDICATING AND LOCKING QUADRANTS ON EACH TAKE -OFF TO REGISTER, GRILLE, OR DIFFUSER (NOT ALL MAY BE SHOWN ON DRAWINGS). PROVIDE REMOTE BALANCING VOLUME DAMPERS FOR VOLUME DAMPERS NOT ACCESSIBLE VIA CEILING TILE. ACCEPTABLE MANUFACTURERS SHALL BE YOUNG REGULATORS OR APPROVED EQUAL. 3. DIFFUSERS, REGISTERS, AND GRILLES: PROVIDE DIFFUSERS, REGISTERS AND GRILLES FOR SUPPLY, RETURN, AND EXHAUST OUTLETS, OF SIZE, TYPE, AND DESIGN SHOWN ON DRAWINGS. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. ACCEPTABLE MANUFACTURERS: TITUS OR KRUEGER AS PER FIDELITY STANDARDS. SOUND PRESSURE LEVELS ARE NOT TO EXCEED NC 30. 4. ACOUSTICAL SOUND LINING: MATERIALS AND INSTALLATION SHALL MEET THE FOLLOWING STANDARDS, AS APPLICABLE: NFPA -90A, UL723, NFPA -255; SMACNA DUCT LINER APPLICATIONS STANDARD; SMACNA MECHANICAL FASTENERS STANDARD; ADHESIVE AND SEALANT COUNCIL: ADHESIVES STANDARD FOR DUCT LINER - ASC- A- 7001A; ASTM E -84 FIRE HAZARD CLASSIFICATIONS OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED, AND 50 FUEL CONTRIBUTED. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS, CONTRACTOR SHALL INCREASE DUCT SIZE FOR LINING. PROVIDE MINIMUM 1" THICK ACOUSTICAL LINING. TO MEET THE ENERGY CODE REQUIREMENTS FOR R5 INSULATION FOR SUPPLY AND RETURN DUCTWORK IN PLENUMS, PROVIDE EITHER 1 -1/2" THICK LINING OR 1" THICK LINING WITH MINIMUM 1/2" THICK EXTERIOR INSULATION. SEAL ALL JOINTS WITH MANUFACTURER APPROVED MASTIC. USE SHEET METAL NOSING AT ALL RAW EDGES. LINING SHALL BE BY CERTAIN -TEED, KNAUF, OWENS CORNING, OR MANVILLE FOR THE FOLLOWING DUCTWORK: 1) SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK, INCLUDING PLENUMS, FOR MINIMUM OF 20 FEET FROM ROOFTOP UNITS AND EXHAUST FANS, 2) ALL LOW PRESSURE DUCTWORK DOWNSTREAM OF FAN BOXES, 3) TRANSFER DUCTS. 5. DUCT INSULATION (EXTERNAL): INSULATION SHALL BE CERTAIN -TEED, KNAUF, MANVILLE, OR OWENS CORNING. MATERIALS SHALL MEET REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMACNA. DUCTWORK THAT IS LINED DOES NOT NEED EXTERNAL INSULATION EXCEPT FOR SUPPLY AND RETURN DUCTWORK LINED WITH ONLY 1" THICK LINING LOCATED IN PLENUMS. TO MEET THE ENERGY CODE R5 REQUIREMENT, ADD A MINIMUM 1/2" THICK EXTERIOR INSULATION TO THESE LINED DUCTS. INSULATE ALL SUPPLY AIR DUCTS AND PLENUMS. EXPOSED INSULATION SHALL BE RIGID FIBERGLASS INSULATION WITH ALUMINUM VAPOR BARRIER. 6. PIPE INSULATION: INSULATION SHALL BE FIBROUS GLASS INSULATION WITH FACTORY- APPLIED FIRE RETARDANT VAPOR BARRIER JACKET WITH K FACTOR OF AT LEAST 0.23 AT 75 DEG. F MEAN TEMPERATURE BY OWENS CORNING, CERTAIN -TEED, MANVILLE, OR KNAUF. ASTM E -84 FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD, 50 SMOKE DEVELOPED AND 50 FUEL CONTRIBUTED. CONDENSATE DRAIN LINES, AND OUTDOOR LIQUID LINES SHALL BE INSULATED WITH 3/8" THICK RIGID CLOSED CELL FOAM INSULATION. 7. PIPE HANGERS AND SUPPORTS: PROVIDE PIPE STANDS, SUPPORTS, HANGERS, AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT WORK REQUIRED BY CONTRACT DOCUMENTS. SPACING OF HANGERS SHALL BE INSTRUCTED IN ACCORDANCE WITH APPLICABLE BUILDING AND MECHANICAL CODES. SIZE OF HANGERS SHALL INCLUDE THE PIPE INSULATION WITH SHIELD. 8. VARIABLE VOLUME FAN BOXES: PROVIDE BOXES BY JCI, NAILOR, OR TITUS. ALL BOXES SHALL HAVE PRESSURE INDEPENDENT CONTROLLERS COMPATIBLE WITH THE CONTROL SYSTEM AND MULTI -POINT FLOW SENSORS. UNITS SHALL NOT DEVIATE FROM SET MINIMUM OR MAXIMUM FLOW SETTINGS BY MORE THAN 10 %, REGARDLESS OF INLET ANGLE. INLET VELOCITIES SHALL NOT EXCEED 2000 FPM. SOUND DATA SHALL BE CERTIFIED IN ACCORDANCE WITH ADC STANDARD 1062. BOX AIR LEAKAGE SHALL NOT BE MORE THAN 2% OF MAXIMUM AIRFLOW. PROVIDE INTEGRAL REHEAT COILS OF TYPE AND CAPACITY INDICATED ON DRAWINGS. 9. VIBRATION ISOLATION: PROVIDE VIBRATION ISOLATION FOR EACH PIECE OF ROTATING OR PISTON DRIVEN HVAC EQUIPMENT SHOWN ON THE DRAWINGS. ISOLATION MAY BE INTERNAL OR EXTERNAL TO THE EQUIPMENT AND SHALL PROVIDE AT LEAST 90% ISOLATION EFFICIENCY. ISOLATE THE FIRST THREE PIPE HANGER LOCATIONS FROM EQUIPMENT WITH 1" DEFLECTION COMBINATION SPRING AND NEOPRENE, NAI (NOVIA ASSOCIATION) MODEL "SNH" OR EQUIVALENT BY MASON INDUSTRIES OR KINETICS. INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE VIBRATION ISOLATION MANUFACTURER. 10. CABINET HEATERS AND UNIT HEATERS: PROVIDE CABINET UNIT HEATERS AND UNIT HEATERS OF THE TYPE AND CAPACITY SHOWN ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS ARE Q -MARK, TRANE, MCQUAY, AAF, BRASCH, OR STERLING. PROVIDE THERMOSTATS AND ALL OPERATING AND SAFETY CONTROLS. 11. AUTOMATIC TEMPERATURE CONTROLS: PROVIDE COMPLETE SYSTEM OF AUTOMATIC TEMPERATURE CONTROLS BY JOHNSON, ANDOVER, OR SIEMENS. CONTROL SYSTEM SHALL BE CAPABLE OF PERFORMING ALL SEQUENCES OF OPERATION SHOWN ON THE DRAWINGS OR DESCRIBED IN THESE SPECIFICATIONS. INDIVIDUAL CONTROL COMPONENTS MAY NOT BE SHOWN ON CONTRACT DOCUMENTS, BUT ATC CONTRACTOR SHALL SUPPLY ALL COMPONENTS, CONTROL WIRING (INCLUDING POWER WIRING TO ALL PANELS, CONTROLLERS, TRANSFORMERS, ACTUATORS, ETC.), NECESSARY FOR A COMPLETE OPERABLE SYSTEM. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF LINE VOLTAGE JUNCTION BOX IN EACH MECHANICAL AREA. ATC CONTRACTOR SHALL EXTEND WIRING FROM THESE BOX(ES) TO ALL CONTROL COMPONENTS AND SHALL BE RESPONSIBLE FOR ALL SYSTEM COMPONENTS, WHETHER HE SUBCONTRACTS ELECTRICAL AND OTHER WORK OR NOT. ALL WIRING SHALL COMPLY WITH THE REQUIREMENTS OF THE ELECTRICAL SECTION OF THESE E PERATURE CONTROL BETWEEN ALARM WIRING ETWEEN FIRE A R YSTEM AND T SPECIFICATIONS. SYSTEM, EXCEPT FOR DUCT MOUNTED SMOKE DETECTORS (FURNISHED BY THE ELECTRICAL CONTRACTOR), SHALL BE BY THE ATC CONTRACTOR. PART 3 - EXECUTION 1. INSTALLATION OF EQUIPMENT: INSTALL ALL ITEMS SPECIFIED UNDER PART 2 - PRODUCTS, ACCORDING TO THE MANUFACTURER'S REQUIREMENTS, SHOP DRAWINGS, AND DETAILS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. INSTALL ALL WORK SO THAT PARTS REQUIRING INSPECTION, REPLACEMENT, MAINTENANCE AND REPAIR SHALL BE READILY ACCESSIBLE. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT ANY SUBSTANTIAL CHANGE SHALL NOT BE MADE WITHOUT PRIOR WRITTEN OWNER APPROVAL. 2. IDENTIFICATION: ALL EQUIPMENT, PIPING, AND DUCTWORK PROVIDED UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE MARKED FOR EASE OF IDENTIFICATION PER OWNER'S OR INDUSTRY STANDARDS. 3. CLEANING: DUCTS SHALL BE THOROUGHLY CLEANED SO THAT NO DIRT OR DUST SHALL BE DISCHARGED FROM DIFFUSERS, REGISTERS, OR GRILLES, WHEN SYSTEM IS OPERATED. AFTER COMPLETION OF PROJECT, CLEAN EXTERIOR SURFACES OF ALL EQUIPMENT INCLUDED IN THIS SECTION, INCLUDING REMOVAL OF CONCRETE RESIDUE. AFTER COMPLETION OF PROJECT, REMOVE ALL CONSTRUCTION DEBRIS, TEMPORARY FACILITIES AND EQUIPMENT FROM WORK AREA. CLEAN WORK AREA TO PERMIT OCCUPATION. 4. TESTING AND INSPECTION: PROVIDE QUALIFIED PERSONNEL, EQUIPMENT, APPARATUS, AND SERVICES FOR TESTING AND INSPECTION OF MECHANICAL SYSTEMS. DO NOT COVER OR CONCEAL WORK BEFORE TESTING AND INSPECTION AND OBTAINING APPROVAL. REPORT ON INDUSTRY STANDARD REPORTING FORMS, SUBMITTED FOR APPROVAL IN ADVANCE. SUBMIT SIX COPIES OF TESTING REPORTS FOR APPROVAL. CONTRACTOR SHALL FURNISH ALL TEST MEDIUMS AND DISPOSE OF ALL TEST MEDIUMS AT AN APPROVED OFF SITE LOCATION AFTER TESTING IS COMPLETE. 5. START UP AND BALANCING: PROVIDE NEBB OR AABC CERTIFIED PERSONNEL, EQUIPMENT, APPARATUS, AND SERVICES FOR START -UP AND BALANCING OF MECHANICAL SYSTEMS TO PERFORMANCE DATA SHOWN IN SCHEDULES AND ON DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODES, STANDARDS, REGULATIONS, AND AUTHORITIES HAVING JURISDICTION INCLUDING CITY INSPECTORS. AIR FLOWS SHALL BE BALANCED TO +/- 10% OF DESIGN. LEAKS, DAMAGE, AND DEFECTS DISCOVERED OR RESULTING FROM START -UP AND BALANCING SHALL BE REPAIRED OR REPLACED TO LIKE -NEW CONDITION WITH ACCEPTABLE MATERIALS. TESTS SHALL BE CONTINUED UNTIL SYSTEM OPERATES WITHOUT ADJUSTMENTS OR REPAIRS. REPORT DATA ON INDUSTRY STANDARD NEBB OR AABC REPORTING FORMS. AIR TERMINAL UNIT DATA SHALL INCLUDE ALL PRIMARY AIR FLOWS (MAXIMUM, MINIMUM AND HEATING). FAN POWERED BOXES SHALL INCLUDE ALL PRIMARY AIR FLOWS, FAN AIRFLOW, AND MOTOR DATA. SUBMIT SIX COPIES OF START -UP AND BALANCING REPORTS TO ARCHITECT FOR APPROVAL. u South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue -- 01 Seal /Signature I Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 CAD File Name 20080075_1109.01 Description HVAC SPECIFICATIONS AND NOTES Scale NTS H09.01 ©2006 Gensler 0 Fidelity I NVESTMENTS Date & Issue Description By Check 07/02/08 KJL TPW ISSUED FOR CONSTRUCTION Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com 15XPIR23 47 -c! -O 133 Federal Street 5th Floor Boston MA 02110 Telephone hone 617.292.4400 e Facsimile 617.292.4401 RECEIVED CITY OF TUKWILA SEP, 1 2 2008 PEKIVIIT CENTER LIGHTING FIXTURE SCHEDULE NO SUBSTITUTIONS: THIS LIGHTING PACKAGE HAS BEEN PRE — APPROVED AND PRE — NEGOTIATED BY FIDELITY INVESTMENTS WITH COOPER ELECTRIC SUPPLY. ORDER INFORMATION NEED TO BE FAXED TO (212) 414 -2796, ATTENTION MARK HODGES. ADDITIONAL CONTACT INFO: MILO MILITELLO 414 -0303 AND PACKAGE REPRESENTATIVE, JOE TOBIA — CELL NUMBER (973) 222 -2352. THE PURCHASE COST WILL BE RETURNED LAMPS WILL NOT BE FURNISHED UNDER THIS AGREEMENT. COUNTS AND PURCHASE OFFICE NUMBER — (212) WITHIN 2 BUSINESS DAYS. TYPE MANUFACTURERS CATALOG NUMBER DESCRIPTION LAMPS INPUT REMARKS NO. TYPE VOLTS WATTS A METALUX #2RDI- T- S- 2BX4ORPXXEB51 RECESSED FLUORESCENT 2'X2' DIRECT / INDIRECT W/ SIDE MOUNTED PERF. BASKETS - ELECTRONIC BALLAST 2 FT4ODL/ 830 /RS 3000 K 277 71 Al METALUX #2RDI- T- S- 2BX4ORPXXEB51 -EM SAME AS 'A' EXCEPT WITH EMERGENCY BALLAST 2 FT4ODL/ 830 /RS 3000 K 277 71 SEE NOTE 10 C PORTFOLIO #C6042E-6001LI-WF RECESSED 6" DIA COMPACT FLUORES. W/ DUAL ALUM. REFLECTOR AND ELECTRONIC - BALLAST 1 CFT32DT/ EIN /830 3000 K 277 35 Cl PORTFOLIO #C6042E-6001LI-WF-EM SAME AS 'C' EXCEPT WITH EMERGENCY BALLAST 1 CFT32DT/ EIN /830 3000 K 277 35 SEE NOTE 10 F 3' SIZE CORELITE CISN- 1T5- (3')1C -XX COVE MOUNTED FLUORESCENT W/ ASYMMET. REFLECTOR, WHITE FINISH 1 F39T5/830 3000 K 277 39 PER 4' -O" LENGTH IF 3' -0" UNITS ARE REQUIRED INSTALL AT END OF COVE RUN. SEE NOTE 11. F 4' SIZE CORELITE CISN- 1T5- 1C -XX- LENGTH COVE MOUNTED FLUORESCENT W/ ASYMMET. REFLECTOR, WHITE FINISH 1 F54T5/830 3000 K 277 62 PER 4' -0" LENGTH SEE NOTE 11. G METALUX #WS232A- XXEB81 4' -0" LONG, 2 -LAMP SURFACE MOUNTED FLUORESCENT WRAPAROUND FIXTURE WITH ACRYLIC LENS. 2 F032T8/830 3000 K 277 65 G1 METALUX #WS232A- XXEB81 -EM (EL4) SAME AS 'G' EXCEPT WITH EMERGENCY BALLAST. 2 F032T8/830 3000 K 277 65 SEE NOTE 10 G2 METALUX #WS217A- XXEB81 -EM (EL4) 2' -0" LONG, 2 -LAMP SURFACE MOUNTED FLUORESCENT WRAPAROUND FIXTURE WITH ACRYLIC LENS WITH EMERGENCY BALLAST 2 F017T8/830 3000 K 277 35 SEE NOTE 10 H LIGHTOLIER #C4T4VM- CLW- C420T4E1 4 1/2" RECESSED HID DOWNLIGHT 1 20W T4.5 MH 277 20 J LITHONIA #N2S- 32WT8- XX -GEB SURFACE MOUNTED LOW PROF. UNDERCABINET W/ ELECTRONIC BALLAST - WHITE 1 F32T8 (4') 3000 K 277 32 REFER TO PLANS FOR LENGTHS SEE NOTE 11 K METALUX #SN225- XX -EB81 (3' LENGTH) FLUORESCENT STRIP LOCATED IN ARCHITECTURAL COVE - CONTINUOUS RUN ELECTRONIC BALLAST 2 F25T8 (3') F32T8 (4') 3000 K 277 48 65 REFER TO PLANS FOR LENGTHS SEE NOTE 11 #SN232- XX -EB81 (4' LENGTH) M LIGHTOLIER #C4T4A- CLW- C4A20T4E1 RECESSED HID ADJUSTABLE ACCENT 1 20W T4.5 MH 277 20 P PORTFOLIO #6042- 2D26- DT -6 -LI RECESSED 6" DIA. DIMMABLE FLUORESCENT DOWNLIGHT WITH ETCHED GLASS 1 26W TT 3000 K 277 26 SEE NOTE 12 V1 LITHONIA #VEL1270- H3512 -TD CONCEALED POP -DOWN EMERGENCY FIXTURE WITH TIME DELAY OPTION 2 35W INC. 120/277 70 FINISH BY ARCHITECT SEE NOTE 12 ES1 ® AT LITE #SC1- GC -SA- ARROWS GREEN LED SINGLE FACE EXIT SIGN - MIRROR BACKGROUND W/ BATTERY- PROVIDE ARROWS AND MOUNTING AS INDICATED _ LED 277 3.6 SEE NOTE 9 ES2 AT LITE #SC2- GW -SA- ARROWS GREEN LED DOUBLE FACE EXIT SIGN - MIRROR BACKGROUND W/ BATTERY- PROVIDE ARROWS AND MOUNTING AS INDICATED - LED 277 5.0 SEE NOTE 9 NOTES: 1. NOTES 2 -9 APPLY TO ALL APPLICABLE LIGHTING FIXTURES. THE REMARKS COLUMN SHALL NOTE ADDITIONAL REQUIREMENTS. 2. FIXTURES SPECIFIED SHALL NOT BE SUBSITUTED. REFER TO NOTE AT TOP OF SCHEDULE FOR ADDITIONAL INFORMATION. 3. VERIFY EXACT MOUNTING CONDITIONS AND PROVIDE APPROPRIATE ACCESSORIES AND HARDWARE TO ACCOMMODATE REQUIREMENTS. 4. FIXTURE TYPE INDICATED ONCE ON A CONTINUOUS ROW SHALL BE TYPICAL OF ALL FIXTURES IN THE ROW UNLESS NOTED OTHERWISE. 5. CONTINUOUS ROWS OF FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY HARDWARE AND FILLERS TO PROVIDE THE EXACT LENGTHS AS INDICATED ON THE PLANS. FIXTURES IN SOFFITS SHALL BE CONTINUOUS END TO END. 6. PROVIDE ALL FLUORESCENT FIXTURES WITH ELECTRONIC BALLASTS WITH MAXIMUM THD OF 10 %, PF GREATER THAN 97% AND BF GREATER THAN .88. BALLASTS SHALL BE PROGRAMMED RAPID START WITH END -OF -LAMP -LIFE PROTECTION. 7. BALLAST EFFICIENCY SHALL BE GREATER THAN THAT REQUIRED TO ENSURE THAT THE VALUE LISTED FOR INPUT WATTS IS NOT EXCEEDED. 8. FLUORESCENT LAMPS SHALL HAVE A MINIMUM CRI OF 82. LAMP COLOR SHALL BE AS LISTED IN THE SCHEDULE. 9. PROVIDE EXIT SIGNS WITH ARROWS AND MOUNTING ACCESSORIES AS INDICATED ON THE PLANS. 10. EMERGENCY BALLAST SHALL PRODUCE A MINIMUM OF 100% LUMEN OUTPUT FOR 90 MINUTES. PROVIDE ADDITIONAL CONDUCTORS PER MANUFACTURER'S RECOMMENDATIONS. 11. LENGTHS SHALL BE PROVIDED AS REQUIRED BASED ON FIELD MEASUREMENTS TO PROVIDE AN EVEN WASH OF LIGHT WITHOUT SHADOWS. 12. THESE FIXTURES ARE NOT INCLUDED IN THE PRE - NEGOTIATED COOPER PACKAGE M: \2008 \20080075— Fidelity Seattle, WA \Electrical \20080075 E01.01 ELEC LEGEND, NOTES & ABBREVIATIONS.dwg [30x42] July 01, 2008 — 1:25pm slunn LEGEND NOTES: 1. REFER TO SPECIFICATIONS, ARCHITECTURAL DRAWINGS, ADDITIONAL INFORMATION ASSOCIATED WITH EACH DEVICE 2. SUBSCRIPTS ILLUSTRATED ON THE LEGEND WITH ONE SUBSCRIPT INDICATED WITHIN A LEGEND FAMILY MAY BE 3. ABBREVIATIONS SUCH AS "WP" MAY BE APPLIED TO ANY SYMBOL. APPLICABLE SCHEDULES AND DETAILS FOR ILLUSTRATED ON THIS LEGEND. SYMBOL ONLY TO MINIMIZE SPACE. ANY APPLIED TO A CORRESPONDING SYMBOL. LIGHTING FIXTURE LEGEND FR2 FS5 FR2 AR10 2,a 2,a 2,NL AR1A^ 2,NL FS5 AR1 ES2 ® ES1® LIGHTING FIXTURE (SEE LIGHTING FIXTURE SCHEDULE) "FR2" - INDICATES LIGHTING FIXTURE TYPE "2" - INDICATES CIRCUIT NUMBER "a" - INDICATES SWITCH CONTROL "NL "- INDICATES NIGHT LIGHT (UNSWITCHED) CIRCUIT LIGHTING FIXTURE RECESSED DIRECTIONALLY ORIENTED WALLWASH TYPE LIGHTING FIXTURE. LIGHTING FIXTURE SHADING INDICATES EMERGENCY (LIFE SAFETY) BATTERY BALLAST EXIT SIGN LIGHTING FIXTURE, CEILING, PENDENT MOUNTED, ARROWS AND EXIT FACE (SHADED) AS INDICATED BRANCH CIRCUIT & FEEDER LEGEND O LA -1,3,5 BRANCH CIRCUIT OR FEEDER CONCEALED IN FINISHED AREAS BRANCH CIRCUIT OR FEEDER, CONCEALED IN OR UNDER FLOOR SLAB BRANCH CIRCUIT OR FEEDER TURNING UP TOWARDS OBSERVER BRANCH CIRCUIT OR FEEDER TURNING DOWN AWAY FROM OBSERVER CONDUIT STUBBED ABOVE CEILING BRANCH CIRCUIT HOME RUN TICKS INDICATE QUANTITY OF CONDUCTORS, GROUND CONDUCTORS ARE NOT INDICATED. NO TICKS INDICATES 2 #12 & 1 #12G IN 3/4 "C MINIMUM. R22A -1,3,5 INDICATES PANEL AND CIRCUIT DESIGNATION FROM WHICH HOMERUN SHALL ORIGINATE. EACH CIRCUIT SHALL BE 20A-1P (20AMP SINGLE POLE) UNLESS NOTED OTHERWISE. FLEXIBLE CONNECTION TO EQUIPMENT. RACEWAY AND CONDUCTOR RATING TO MATCH ASSOCIATED BRANCH CIRCUIT OR FEEDER POWER DISTRIBUTION 480Y/277 VOLT PANELBOARD, SURFACE MOUNTED REFER TO SCHEDULE OF PANELBOARDS 208Y/120 VOLT PANELBOARD, SURFACE MOUNTED, REFER TO SCHEDULE OF PANELBOARDS ' GROUND BAR DRY TYPE TRANSFORMER K -RATED "KT3" - INDICATES KVA RATING OF TRANSFORMER REFER TO DRY TYPE K -RATED TRANSFORMER SCHEDULE MOTOR & CONTROLS LEGEND SM 60AS 0 ,, 3R 60AS I� 50AF MANUAL MOTOR STARTING SWITCH WITH THERMAL OVERLOAD PROTECTION DISCONNECT SWITCH RATED 30AMP, 3 -POLE, IN NEMA TYPE 1 ENCLOSURE, UNLESS OTHERWISE NOTED "3R" - INDICATES NEMA TYPE 3R ENCLOSURE "60AS" - INDICATES 60A SWITCH FUSED DISCONNECT SWITCH, 3 -POLE, IN NEMA TYPE 1 ENCLOSURE, UNLESS OTHERWISE NOTED. "3R" - INDICATES NEMA TYPE 3R ENCLOSURE "60AS' - INDICATES 60AMP SWITCH "50AF" - INDICATES 50AMP FUSES EQUIPMENT TAG, TOP ALPHANUMERIC CORRESPONDS TO EQUIPMENT ID LOWER INDICATES LOAD (KW, HP, ETC.) ABBREVIATIONS A /AMP AMPERE AC ADA AF AFF AFG AIC AL AT ATS AWG B C CA CAN CB CKT CPU CU q. dB DC DWG EC EMT FDR FLMT FREQ GEC GFI GND HH HP HVAC HZ IG JB KVA KW KWH ALTERNATING CURRENT AMERICANS WITH DISABILITIES ACT AMPERE FRAME ABOVE FINISHED FLOOR ABOVE FINISH GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE TRIP AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BURIED CONDUIT CABLE CABLE TELEVISION CIRCUIT BREAKER CIRCUIT CENTRAL PROCESSING UNIT COPPER CENTERLINE DECIBEL DIRECT CURRENT DRAWING ELECTRICAL CONTRACTOR ELECTRIC METALLIC TUBING FEEDER FLEXIBLE LIQUID TIGHT METALLIC TUBING FREQUENCY GROUNDING ELECTRODE CONDUCTOR GROUND FAULT INTERRUPTING GROUND HANDHOLE HORSEPOWER HEATING, VENTILATING AND AIR CONDITIONING HERTZ ISOLATED GROUND JUNCTION BOX KILOVOLT- AMPERE KILOWATT KILOWATT -HOURS LTG MCB MEC M/G MH M LO MTD MTG NC NEC NO NTS # OPD POS PVC PWR RGS RMS RPM SN STP SWBD TB TEL TERM NSS TYP UG U.O.N. UPS UTP V VA W WP LIGHTING MAIN CIRCUIT BREAKER MASSACHUSSETTS ELECTRIC CODE MOTOR /GENERATOR SET MANHOLE MAIN LUGS ONLY MOUNTED MOUNTING NORMALLY CLOSED CONTACT NATIONAL ELECTRIC CODE NORMALLY OPEN CONTACT NOT TO SCALE NUMBER OVER CURRENT PROTECTION DEVICE PROVIDED UNDER OTHER SECTIONS POLYVINYL CHLORIDE POWER RIGID GALVANIZED STEEL ROOT MEAN SQUARE VALUE REVOLUTIONS PER MINUTE SOLID NEUTRAL SHIELDED TWISTED -PAIR SWITCHBOARD TERMINAL BLOCK TELEPHONE TERMINAL TRANSIENT VOLTAGE SURGE SUPPRESSER TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED -PAIR VOLTS VOLT- AMPERE WATTS WEATHERPROOF EXISTING EQUIPMENT LEGEND XM EXISTING EQUIPMENT TO REMAIN XR EXISTING EQUIPMENT TO BE REMOVED XL EXISTING EQUIPMENT TO BE RELOCATED XE XW EXISTING EQUIPMENT RELOCATED TO LOCATION SHOWN AND BRANCH /FEEDER EXTENDED. EXISTING EQUIPMENT TO BE REWIRED TO NEW BRANCH CIRCUIT AND /OR SWITCHING CONFIGURATION AS INDICATED ON PLANS EXISTING EQUIPMENT FOR INFORMATION ONLY - INDICATED BY SYMBOL WITH LIGHT AND OUT OF FUNCTION LINE TYPE SECURITY LEGEND KP KEY PAD SECURITY CONTROL PANEL NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLET BOXES, PULLSTRINGS AND 3/4" EMPTY CONDUIT ONLY TO LAN ROOM. CABLING AND PROGRAMMING BY OTHERS. AN LEGEND m 5 GANG, MUD RING 2 GANG, MUD RING NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLET BOXES OR MUDRINGS, PULLSTRING AND 3/4" EMPTY CONDUIT ONLY. CABLING, DEVICES, AND PROGRAMMING BY OTHERS. FIRE ALARM LEGEND FACP FM 110cd 0 RAI RTS FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL KEY BOX FIRE ALARM BEACON, EXTERIOR MOUNTED, WEATHER PROOF PER LOCAL FIRE DEPARTMENT REQUIREMENTS FIRE ALARM AUDIBLE AND VISUAL DEVICE, NUMERAL INDICATES CANDELA VALUE FIRE ALARM MANUAL PULL STATION FIRE ALARM SMOKE DETECTOR, PHOTO ELECTRIC UNLESS NOTED OTHERWISE REMOTE ALARM INDICATOR DUCT MOUNTED SMOKE DETECTOR REMOTE TEST STATION SPRINKLER TAMPER FLOW SWITCH SPRINKLER WATER FLOW SWITCH ZONE MONITORING MODULE WIRING DEVICE LEGEND 5 GGFI DOUBLE DUPLEX RECEPTACLE, GROUNDING TYPE, RATED 20A, 125V - B CLOCK RECEPTACLE 15 SPECIAL PURPOSE RECEPTACLE, "15 "- INDICATES TAG NUMBER REFER TO SPECIAL PURPOSE RECEPTACLE SCHEDULE DUPLEX RECEPTACLE, GROUNDING TYPE, RATED 20A, 125V "5 "- INDICATES CIRCUIT NUMBER "GFr- INDICATES INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER "C" - INDICATES COUNTER HEIGHT WALL MOUNTED BOX FOR POWER CONNECTION TO PRE -WIRED FURNITURE PARTITIONS FLOOR MOUNTED BOX FOR POWER CONNECTION TO PRE -WIRED FURNITURE PARTITIONS - WIREMOLD, OMNIBOX SERIES #880CM3 -1 WITH #837B/837TCAL FLANGE, #829CK -1 AND 829CK -3/4 COVER PLATES AS REQUIRED. JUNCTION BOX SURFACE MULTI - OUTLET RACEWAY SYSTEM VERTICALLY MOUNTED. "P1" - INDICATES TYPE, SIZE AND QUANTITY OF DEVICES AS PER ASSOCIATED NOTES, AND /OR SCHEDULES F® DOOR BELL PUSH BUTTON COMMUNICATIONS LEGEND W TELEPHONE OUTLET V "W' — INDICATES WALL PHONE NI COMBINATION TELEPHONE /DATA OUTLET WALL MOUNTED BOX FOR TELEPHONE /DATA CONNECTION TO PRE -WIRED FURNITURE PARTITIONS FLOOR MOUNTED BOX FOR TELEPHONE /DATA CONNECTION TO PRE -WIRED FURNITURE PARTITIONS, SEE FLOOR MOUNTED BOX FOR POWER CONNECTION FOR SPECIFICATIONS rte—° —°-, 3/4" PLYWOOD BACKBOARD WITH 2" X 4" STUDS PLACED 16" OFF CENTER TV OUTLET, WALL MOUNTED HE "V1" - INDICATES QUANTITIES OF DATA, VOICE, S- VIDEO, RCA, AND CAN NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE OUTLET BOXES, PULLSTRINGS AND 3/4" EMPTY CONDUIT ONLY TO LAN ROOM. CABLING AND PROGRAMMING BY OTHERS. SWITCH LEGEND Sa S DF S LV S T S al S 02 a , b S MC PC B GRX SINGLE POLE SWITCH, RATED 20A, 120/277V, "a" LOWER CASE LETTER INDICATES FIXTURE SWITCH CONTROL FLUORESCENT DIMMER SWITCH LUTRON NOVA SERIES #NFT -10 LOW VOLTAGE SWITCH - TO MATCH LIGHTING CONTROL SYSTEM TIMER SWITCH, WATTSTOPER #TS -400 OR APPROVED EQUAL OCCUPANCY SENSOR, RECESS WALL MOUNTED "01" INDICATES SINGLE CIRCUIT OUTPUT - SENSORSWITCH #WSD- PDT -W. SET TIME DELAY TO 30 MIN. DURING INSTALLATION. PROVIDE BLACK -OUT TAPE TO LIMIT VIEW FROM OFFICE SIDELIGHTS WERE REQUIRED. OCCUPANCY SENSOR, RECESS WALL MOUNTED "02" INDICATES DUAL CIRCUIT OUTPUT - SENSORSWITCH #WSD -2P -W. SET TIME DELAY TO 30 MIN. DURING INSTALLATION. PROVIDE BLACK -OUT TAPE TO LIMIT VIEW FROM OFFICE SIDELIGHTS WHERE REQUIRED. 180' OCCUPANCY SENSOR, SURFACE WALL MOUNTED NEAR CEILING. WATTSTOPPER #DT -200. SET TIME DELAY TO 32 MIN. DURING INSTALLATION. 360' OCCUPANCY SENSOR, CEILING MOUNTED - SENSORSWITCH #CM -PDT. SET TIME DELAY TO 30 MIN. DURING INSTALLATION. LIGHTING CONTROL CABINET WITH PHOTOCELL MOTORIZED SHADE WALLSTATION CONTROLLER PROVIDED BY OTHERS PHOTO CELL LOCATED ON ROOF FACED NORTHEAST DOORBELL LUTRON GRAFIK EYE PANEL NOTE: ALL OCCUPANCY SENSORS SHALL BE SET AT THEIR MAXIMUM TIME LIMIT DURING INSTALLATION. vi /mg, L i 3 Fidelity I VVESTMEIVTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue -- 01 I Seal /Signature Project Name Fidelity Investor Center — SEATTLE BRANCH Project Number 20080075 CAD File Name 20080075 _101.01 I Description Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS I Scale NTS E01.01 02006 Gensler 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.2 92.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com Check SJ RECEIVED A CITY OF T(JKWII SEp 1 2003 PERMIT CENTER LIGHTING PANEL: CONTROL CABINET LC1A RELAYS: 16 RELAY ZONE SERVICE CIRCUIT CONTROL TIME 1 e LOBBY LIGHTING H41A -1 NOTE 3 7AM -7PM 2 f HALLWAYS /SUPPORT H41A -3 NOTE 3 7AM -7PM 3 9 OPERATIONS H41A -7 NOTE 3 7AM -7PM 4 h SALES HUB H41A -5 NOTE 3 7AM -7PM 5 i COVE LIGHT H41A -9 NOTE 5 6 EXHAUST FANS (XW) R21A -4 NOTE 6 7AM -7PM 7 EXTERIOR SIGN (XW) R21A -6 NOTE 4 8 EXTERIOR SIGN (XW) R21A -8 NOTE 4 9 SPARE 10 SPARE 11 SPARE 12 SPARE 13 SPARE 14 SPARE 15 SPARE 16 SPARE NOTES: 1 "ZONE" INDICATES SWITCH CONTROL ASSOCIATION 2 LIGHTING CONTROL PANEL SHALL BE PCI #SK -16 OR EQUAL. PROVIDE 1 -HOUR OF TRAINING TO END USER AT COMPLETION OF CONSTRUCTION. 3 LIGHTING ON /OFF VIA SWITCH INPUT, OFF VIA TIMED SWEEP. 4 LIGHTING SHALL BE ON VIA PHOTOCELL, OFF VIA TIMECLOCK. EXACT TIME OF DAY OFF SHALL BE COORDINATED WITH LANDLORD AND LEASE REQUIREMENTS PRIOR TO PROGRAMMING. 5 LIGHTING CONSTANTLY ENERGIZED. 6 CIRCUIT ON /OFF,OFF VIA TIME SWEEP. M: \2008 \20080075- Fidelity Seattle, WA \Electrical \20080075 E02.0 ELEC LTG PLAN 1ST FLR.dwg [30x42] July 01, 2008 13,r V1 ES1® 15 V1 ® 15 V1 II 15 15 :26pm slunn 13,r A 13,r rIL Sab A A 15,NL 02 S ] 11,c SEE NOTE 7 (TYPICAL) A A 11,b 11,d 11,b C C1 • 1,e 15,NL Cl 15,NL C _ 11,a�'Sa^ C O 11,a ~ 'N r 1 1,a Al A t o • G 3,f I it S 01 02 15,NL 7, g K C 1,e 15,NL 11 C y,b b A A 7,g I _..._.__ 7 . g. -. M� M 5 ,h 5 ,h XM 11,b 7 ,g .7 g C O Sb 3,f C1 io ,15,NL C O H41A -5 VIA 'LC1A' Cl . 11,b 11,b 11,b 1,e 1 5,h 15,NL A Al -t • Se Sg � V Sh So A 15,NL 11,a 11,a • C O 0 3,f ES10 3,f 15 NEW LIGHTING CONTROL XM O 11 ;a 11,a H41A- C C CABINET 'LC1A' EXISTING PANEL 'H41A' - 1,e 1,e C C1 • C O C O Cl . C O C C l . ES 1 ® 15,NL 3,f � / H41A-3 / VIA 'LC1A' i 3,f 3,f 3,f 13,c 15,NL 15,NL H41A -1 VIA 'LC1A' XM O Sa b • 11,c Cl . 15,NL EXISTING PANELS H41A -9 VIA 'LC1A' X M O 11,d 9,i MEN l KEY NOTES EXISTING JUNCTION BOX FOR CONNECTION TO EXTERIOR SIGN. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT CONNECTION WITH SIGN MANUFACTURER. ELECTRICAL CONTRACTOR SHALL REWIRE EXTERIOR SIGN VIA THE NEW LIGHTING CONTROL CABINET 'LC1A', TYPICAL OF (2). 2 PROVIDE 3' AND 4' LENGTHS AS REQUIRED BASED ON FIELD MEASUREMENTS TO OBTAIN AN EVEN WASH OF LIGHT WITHOUT SHADOWS. O 3 PHOTOCELL LOCATED ON ROOF FOR CONTROL OF SIGNAGE. O PROVIDE ACRYLIC PRISMATIC LENS IN ARCHITECTURAL COVE. REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE LENS WITH LENGTHS AS REQUIRED TO COVER ENTIRE COVE. WALL MOUNTED ABOVE DOOR. COORDINATE EXACT LOCATION W/ ARCHITECT PRIOR TO WORK. SHEET NOTES LIGHTING NOTES: 1. REFER TO DRAWING E01.01 FOR LEGEND, SYMBOLS AND GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS, INCLUDING BUT NOT LIMITED TO, REFLECTED CEILING PLANS AND ELEVATIONS FOR ASSOCIATED NOTES, MOUNTING DETAILS AND EXACT LOCATIONS OF ALL LIGHTING FIXTURES. 3. PROVIDE COMMON FACE PLATE AND REQUIRED METAL INTERIOR BOX BARRIERS FOR ALL MULTIPLE GANG SWITCH LOCATIONS. 4. CIRCUIT NUMBERS ARE DIAGRAMMATIC. EXACT NUMBERS SHALL BE DETERMINED IN THE FIELD AND REFLECTED ON AS -BUILT DOCUMENTATION BY THE ELECTRICAL CONTRACTOR. THE ASSOCIATED CIRCUIT NUMBER AND SWITCH LEG NOMENCLATURE THAT ARE APPLIED TO EACH LIGHTING FIXTURE AND CONTROLLING DEVICE INFER INTERCONNECTING BRANCH CIRCUITRY. 5. VOLTAGE DROP HAS BEEN CONSIDERED IN THE DESIGN OF ALL BRANCH CIRCUIT AND FEEDER SIZES BASED UPON THE ILLUSTRATED EQUIPMENT LAYOUTS AND SHORTEST CONDUCTOR /RACEWAY ROUTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIATIONS TAKEN THAT WILL INCREASE CONDUCTOR /RACEWAY ROUTING LENGTHS. BRANCH CIRCUITS LONGER THAN 75' FOR 120V AND 175' FOR 277V FROM PANEL TO LAST OUTLET SHALL BE INCREASED A MINIMUM OF ONE SIZE ABOVE THAT SPECIFIED TO LIMIT VOLTAGE DROP TO LESS THAN 3%. 6. SURFACE MOUNTED FIXTURES (INCLUDING EXIT SIGNS) THAT CREATE OBSTRUCTIONS EXCEEDING 4 1/2 INCHES FROM THE CEILING SURFACE TO THE BOTTOM OF THE FIXTURE SHALL BE SPACED A MINIMUM OF 2'6" FROM ANY SPRINKLER HEAD. COORDINATE THE EXACT PLACEMENT OF ALL FIXTURES WITH THE REFLECTED CEILING PLAN AND THE FIRE PROTECTION CONT ACTOR. JO . . 7. PROVIDE CONSTANTLY ENERGIZED (UNSWITCHED) BRANCH CIRCUIT TO ALL EXIT SIGNS AND EGRESS LIGHTS FROM THE DESIGNATED BRANCH CIRCUIT AS INDICATED ON PLAN. 8. LIGHTING BRANCH CIRCUITRY SHALL BE INSTALLED IN CONDUIT FROM THE PANELBOARD TO THE FIRST OUTLET AND /OR WHERE EXPOSED. LIGHTING BRANCH CIRCUITRY MAY BE TYPE MC CABLE WHERE CONCEALED ABOVE SUSPENDED CEILINGS OR IN METAL STUD WALLS. A' South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS 0 Issue -- 01 Seal /Signature I Project Name Fidelity Investor Center - SEATTLE BRANCH Project Number 20080075 I CAD File Name 20080075J02.01 I Description I Scale 1/4 "= 1' -0" O2.O1 02006 Gensler Fidelity I IVVESTMENTS Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION EXPIRES ELECTRICAL LIGHTING PLAN FIRST FLOOR I 01' 2' 4' 8' 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com Check SJ I ECtiVtO CITY OF T 1Winnj SEf' t 2 2008 PERMIT CENT,FR 0 F 14 7 12 t War .:. MP ..I. irliur n -o 0 0 n - 1 lO CP1A- 2,4 CP.1A - 6 (30A -1 P) 50 R21 18 8 16 10 M: \2008 \20080075— Fidelity Seattle, WA \Electrical \20080075 E03.01 ELEC PWR PLAN 1ST FLR.dwg [30x42] July 01, 2008 — 1:26pm slunn R21A- 10,12,14 An 0 LS Eig 26''. 4 W ~ �� H41A -37 R21A- H41 A -32 C ' 34 C, 36 � ' 3 61 W 38 � C,GFI 32 R21A -69 SM 34 (TYPICAL) I -34 LL 1 0 24 �QQ R21A -42 1 I I I I I i I I I I I I R21A- 51,53,55 I —°*- H41 A -42 SM 42 R21A -4 VIA ' LC 1 A' 30AS 1 H41 A -38 20AF 9kW I CP1A- 1,3 1W R21A- FB-8 \ 19,21,23 H41 A -2,4,6 (20A -3P) 4 #12 & 1 #12G. -3/4"C. R21A- 25,27,29 4 R21 A- 37,39,41 EXISTING 'MDP' r 49 0 1 I c>4 I 49 - 50 R21A- 47 47,49 H41 A- 8,10,12 (20A -3P) 4 #12 & 1 #12G. - 3/4 "C. 30AS 20AF! XM XM NEW PANEL 'CP1A' [I 30AS 15AF � r R21A- 31 I ! 31,33 9___ ' 33 FB -11 0.75kW R21A- 34,36,38 4 4 i J R21A -40 \ W y 4 C {L. __ - -. H41 A - 14,16,1,8 (20A -3P) 4#12 & 1 #1 2G. -3/4"C. R21A -17 ,GFI R21 A -32 R21A- 20, 22 H41A -36 30AS 15AF H41 A- 20,22,24 ( ?5A -3P) 4#10 & 1 #10G. - 3/4 "C. r- 63 63 EXISTING PANEL 'H41A' -, R21 A -63 • H 61 R21A- 57,59,61 V EXISTING PANELS 'I, 11 ;I; R21 A- 9,11,13 11 16 R1A- ig 16,18 0 h .11. ILL 1LIFICit 5 h�d'i l@ < > GROUND BUS - REFER TO DETAIL EG005, DRAWING E08.01 FOR ADDITIONAL INFORMATION. O PROVIDE NEW 12" WIDE CABLETRAY WITH ALL NECESSARY ACCESSORIES, B -LINE #14- A- 09 -12- LENGTH AS SHOWN ON PLAN OR APPROVED EQUAL. O RECEPTACLE MOUNTED TO SIDE OF CABLETRAY (TYPICAL) - REFER TO DETAIL ON DRAWING E08.01 FOR ADDITIONAL INFORMATION. O /\. CLOCK OUTLET FOR CONNECTION OF PLASMA SCREEN. MOUNT OUTLET(S) ® 62" A.F.F. O EXISTING ONE (1) 3/4" CONDUIT FOR CONNECTION TO POWER, ONE (1) 1" CONDUIT FOR CONNECTION FOR TELE /DATA AND ONE (1) 2" CONDUIT FOR A/V. K : : PROVIDE ELECTRICAL AND TELE /DATA WHIP UP TO TRANSACTION DESK FOR CONNECTION TO POWER AND TELE /DATA RECEPTACLES. MOUNT RECEPTACLES IN MILLWORK BELOW WORK SURFACE. COORDINATE EXACT LOCATION AND CONNECTION WITH MILLWORK SUPPLIER AND GENERAL CONTRACTOR PRIOR TO WORK. REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION. 11 KEY NOTES PROVIDE PULLSTRING FROM MUD RING TO ABOVE ACCESSIBLE CEILING. PLUGSTRIP TYPE; WIREMOLD PLUG -IN OUTLET CENTER UNIT, CATALOG #481OULBC. PLUGSTRIP SHALL BE MOUNTED VERTICALLY, REFER TO TELE /DATA ELEVATION DRAWING, COM -01 FOR DETAIL. SURGE PROTECTION OUTLET, COOPER WIRING DEVICES #1210W OR EQUAL. FOR CONTROL OF MOTORIZED SHADES. UP /DOWN CONTROL SWITCH PROVIDED BY OTHERS AND WIRED BY ELECTRICAL CONTRACTOR (TYPICAL). COORDINATE EXACT CONNECTION WITH SHADE SUPPLIER PRIOR TO WORK. SHADES SHALL RESET TO UP POSITION AFTER 6 HOURS OR PER TIME CLOCK. PROVIDE MULTI -GANG BOX AS REQUIRED. PROVIDE DOORBELL TYPE CALL SYSTEM, NUTONE WIRELESS CHIME #LA -203WH WITH SINGLE BUTTON STATION. COORDINATE EXACT LOCATION OF PUSHBUTTON AT TRANSACTION DESK WITH OWNER PRIOR TO WORK. 12 EXISTING ONE (1) 3/4" CONDUIT FOR CONNECTION TO POWER, (1) 3/4" CONDUIT FOR SECURITY, AND ONE (1) 2" CONDUIT FOR CONNECTION TO TELECOMM. O PROVIDE CONDUIT STUBS UP INTO MILLWORK. PROVIDE CONNECTION FOR RECEPTACLES MOUNTED INSIDE MILLWORK. COORDINATE EXACT LOCATION OF CONDUIT STUB UPS AND RECEPTACLE WITH ARCHITECTURAL DETAILS AND MILLWORK SUPPLIER PRIOR TO WORK. 14 PROVIDE FUSE SIZED PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO WORK. • NOT USED 16 PANELS FOR MOTORIZED SHADE SYSTEM. COORDINATE WITH SHADE SUPPLIER PRIOR TO BID. REFER TO DETAIL ON E08.01 FOR ADDITIONAL INFORMATION. 17 FOR CONNECTION TO CEILING MOUNTED PROJECTOR 0 , PROVIDE CONNECTION TO MOTORIZED PROJECTION SCREEN. SWITCH PROVIDED BY OTHERS AND WIRED BY ELECTRICAL CONTRACTOR (TYPICAL). COORDINATE EXACT LOCATION AND CONNECTION OF SWITCH WITH A/V CONTRACTOR PRIOR TO WORK. 1 g FOR CONNECTION OF MICROWAVE. MOUNT OUTLET(S) 42"A. F. F. • EXISTING ONE (1) 3/4" CONDUIT FOR CONNECTION TO POWER AND ONE (1) 1" CONDUIT FOR CONNECTION FOR TELE /DATA. 21 ELECTRIC WATER HEATER MOUNTED IN CLOSET. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. ELECTRIC WATER HEATER LEAK DETECTION. REFER TO DETAIL ON PLUMBING DETAIL SHEET. 3 CEILING MOUNTED WATER CHILLER AND SWITCH. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 4 CEILING MOUNTED WATER CHILLER LEAK DETECTION AND SWITCH. REFER TO PLUMBING DETAILS FOR ADDITIONAL INFORMATION. EQUIPMENT LOCATED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. FOR CONNECTION TO SECURITY MONITOR, COORDINATE WITH 6 SECURITY MONITOR PRIOR TO WORK. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT PRIOR TO WORK. CONFIRM CIRCUITING REQUIREMENTS OF ELECTRIFIED FURNITURE WITH FURNITURE VENDOR PRIOR TO WORK. PROVIDE MULTIPOLE CIRCUIT BREAKER AND MODIFIED NEUTRALS AS REQUIRED TO COMPLY WITH SECTION 605.6 AND 605.7 OF THE NATIONAL ELECTRIC CODE. "t) LI 3 '7 SHEET NOTES POWER NOTES: 1. REFER TO DRAWING E01.01 FOR LEGEND, SYMBOLS AND GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ASSOCIATED NOTES, MOUNTING DETAILS, HEIGHTS AND EXACT LOCATIONS OF ALL DEVICES. 3. CIRCUIT NUMBERS ARE DIAGRAMMATIC. EXACT NUMBERS SHALL BE DETERMINED IN THE FIELD AND REFLECTED ON AS -BUILT DOCUMENTATION BY THE ELECTRICAL CONTRACTOR. THE ASSOCIATED CIRCUIT NUMBERS THAT ARE APPLIED TO EACH DEVICE AND PIECE OF EQUIPMENT INFERS INTERCONNECTING BRANCH CIRCUITRY. INTERCONNECTING BRANCH WIRING SHALL BE SIZED EQUAL TO THE HOMERUN UNLESS NOTED OTHERWISE. 4. VOLTAGE DROP HAS BEEN CONSIDERED IN THE DESIGN OF ALL BRANCH CIRCUITRY AND FEEDER SIZES BASED UPON THE ILLUSTRATED EQUIPMENT LAYOUTS AND SHORTEST CONDUCTOR /RACEWAY ROUTING. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIATIONS TAKEN THAT WILL INCREASE CONDUCTOR /RACEWAY ROUTING LENGTHS. BRANCH CIRCUITS LONGER THAN 75' FOR 120V FROM PANEL TO LAST OUTLET SHALL BE INCREASED A MINIMUM OF ONE SIZE ABOVE THAT SPECIFIED TO LIMIT VOLTAGE DROP TO LESS THAN 3 %. FEEDERS SHALL FOLLOW SIMILAR GUIDELINES AND BE LIMITED TO 2% DROP. 5. POWER BRANCH CIRCUITRY SHALL BE INSTALLED IN CONDUIT FROM THE PANEL TO THE FIRST DEVICE AND /OR WHERE EXPOSED. POWER BRANCH CIRCUITRY MAY BE TYPE MC CABLE WHERE CONCEALED ABOVE SUSPENDED CEILINGS AND IN METAL STUD WALLS. South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS 0 Issue -- 01 Seal /Signature I Project Name I Project Number 20080075 I CAD File Name I Scale 1/4 1 - 0 " 02006 Gensler Fidelity INVESTMENTS D 20080075 _103.01 I Description Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION ELECTRICAL POWER PLAN FIRST FLOOR 01' 2' 4' 8' E03.01 Fidelity Investor Center — SEATTLE BRANCH 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com r�ECcidtru p CITY OF TWIN!' A SEP 12 2000 PERMIT CENTER Check SJ JF I j - II li ii g15cd 15cd M: \2008 \20080075 Fidelity Seattle, WA \ Electrical \20080075 E04.01 ELEC FA PLAN 13T FLR.dwg [30x42] July 01, 2008 — 1:26pm slunn B X M I ZMM ZMM TS ZMM ZMM XM XM XM XM Ezt r —1 I ZMM XM XM E XL 15cdF IL i XM V 110cd F XM F 0 t r t i Li L I 0 I ' 75cd 2 F 0 io KEY NOTES boL13 SHEET NOTES FIRE ALARM NOTES: 1. REFER TO DRAWING E01.01 FOR LEGEND, SYMBOLS AND GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ASSOCIATED NOTES, MOUNTING DETAILS, HEIGHTS AND EXACT LOCATIONS OF ALL DEVICES. 3. FIRE ALARM BRANCH CIRCUITRY SHALL BE INSTALLED IN CONDUIT FROM THE PANEL TO THE FIRST DEVICE AND /OR WHERE EXPOSED. FIRE ALARM BRANCH CIRCUITRY MAY BE TYPE MC CABLE WHERE CONCEALED ABOVE SUSPENDED CEILINGS AND IN METAL STUD WALLS. 4. MC CABLE FOR FIRE ALARM SERVICE SHALL HAVE A RED IDENTIFIER ALONG ITS ENTIRE LENGTH. JUNCTION BOX COVERS AND CONDUIT COUPLINGS FOR ALL FIRE ALARM WIRING RACEWAYS SHALL BE PAINTED RED PRIOR TO INSTALLATION. 5. MAINTAIN CONTINUITY OF BRANCH CIRCUITRY ASSOCIATED WITH ALL EXISTING FIRE ALARM DEVICES TO REMAIN. South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler R ENGINEERS 0 Issue Date & Issue Description By Check -- 01 07/02/08 SL SJ ISSUED FOR CONSTRUCTION I Seal /Signature Project Name I Project Number 02006 Gensler Fidelity INVESTMENTS Scale 1 /4"= 1' -0" 01 2 4 8 E04.01 ELECTRICAL FIRE ALARM PLAN FIRST FLOOR Fidelity Investor Center — SEATTLE BRANCH 20080075 I CAD File Name 20080075J04.01 Description 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com RECE 'ED CITY OF TUKWILA SFP 1 2008 MiT CENTER #2 AWG BARE COPPER CONDUCTOR EQUIPMENT GROUND BUS REFER TO GROUND BUS DETAIL #2 AWG BARE COPPER CONDUCTOR PANELBOARD 10 ° °° 0 AFF 8' -6" 8' -0" AFF SEE NOTE 3 RE A ENT WIRE NANAP]IENT STSIEN WIREMOLD G6000 CABLE TRAY EQUIPMENT RACK BY OTHERS p N NOTES: 1. REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF RACKS. 2. PROVIDE GROUNDING CLAMPS AND LUGS AT ALL CONDUCTOR TERMINATIONS USING MECHANICAL CONNECTIONS. BOND TO EACH SECTION, AT MINIMUM INTERVALS OF 8' -0" 3. PROVIDE GROUND WIRE BONDING JUMPERS TO EACH RACK WITH BARE TINNED COPPER TUBULAR BRAID #6 AS MANUFACTURED BY CUSTOM CABLE CORP. (800- 832 -3600) OR APPROVED EQUAL. BOND TO RACK WITH U.L. LISTED LUG. 4. ALL GROUND WIRES SHALL BE RUN IN A NEAT MANNER PERPENDICULAR TO EQUIPMENT AND STRUCTURE. PROVIDE SUPPORT CLIPS AS REQUIRED. CABLE TRAY GROUND CLAMP WITH #2 BARE COPPER GROUND WIRE RUN ENTIRE LENGTH. BOND TO EACH CABLE TRAY SECTION. SEE NOTE 2. D EQUIPMENT RACK GROUNDING OVERHEAD DETAIL EC003 M: \2008 \20080075- Fidelity Seattle, WA \Electrical \20080075 E08.01 ELEC DETAILS.dwg [30x42] July 01, 2008 - 1:26pm slunn HOT NEUTRAL HOT NEUTRAL WALL SWITCH SWITCHED AC BALLAST EMERGENCY BALLAST AC BALLAST EMERGENCY BALLAST UNSWITCHED D EMERGENCY BALLAST WIRING DETAIL SEE NOTE #5 FINISHED FLOOR 4 5 -20R MOUNTED SECURELY TO SIDE OF CABLE TRAY(TYPICAL) SEE NOTE #6 & #7. 02/ STRUCTURE. L5 -30R MOUNTED SECURELY TO SIDE OF CABLE TRAY. SEE NOTE #6 & #7. UPS 12- CABLE TRAY L5 -30P CONNECTOR FROM UPS (TYPICAL) SEE NOTE #4 (TYPICAL) EQUIPMENT RACK BY OTHERS (TYPICAL) �2 /C +EGC #12 SO CORD L5 -30R L5 -30P CONNECTOR FROM UPS NOTES: 1. REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF RACKS. 2. COORDINATE EXACT EQUIPMENT LOCATIONS WITH TEL /COMM CONTRACTOR. 3. ELECTRICAL CONTRACTOR TO COIL SO CABLES AND FASTEN TO CABLE TRAY WITH TIE WRAPS FOR FUTURE USE BY EQUIPMENT RACK INSTALLER. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE SO CORD WITH KELLEM GRIPS ON BOTH ENDS 15' -0" LONG WITH CONNECTOR BODY. VERIFY LENGTH WITH EQUIPMENT RACK INSTALLER. 5. PROVIDE A #2 BONDING CONDUCTOR ALONG ENTIRE LENGTH OF CABLE -TRAY. BOND EACH RACK TO BONDING JUMPER USING A 1" BRAIDED COPPER JUMPER. PROVIDE A MECHANICAL CONNECTION FROM THE BONDING CONDUCTOR TO THE BRAIDED JUMPER, AND ALSO FROM THE BRAIDED CONDUCTOR TO THE EQUIPMENT RACKS. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THE RECEPTACLE WITH THE TELE /COMMUNICATIONS CONTRACTOR BEFORE INSTALLATION. 7. DEVICE NEMA CONFIGURATION SHALL BE CONFIRMED PRIOR TO INSTALLATION. MATCH CONFIGURATION OF EQUIPMENT CORD AND CAP. NOTIFY OWNER'S REPRESENTATIVE OF RATING DISCREPANCY, IF NECESSARY. D EQUIPMENT RACK OVERHEAD WIRING DETAIL EC005 NEUTRAL • WHT HOT _ BLK 0 W POWER PACK -J m r RED T RED CONTROL OUTPUT COMMON +24VDC LOCAL OFF SWITCH L �J • • ANY 24VDC CEILING /WALL SENSOR L 0 A D D OCCUPANCY SENSOR USING ONE POWER PACK MJA1 EXOTHERMIC CONNECTION TO BUILDING STEEL O O O O O 0 0 0 0 0 0 #2 AWG IN 1 "C (4)EXPANDABLE THREADED ANCHOR #2 AWG IN 1 "C CABLE TRAY BONDING LOOP TO ASSOCIATED PANELBOARD(S) GROUND BUS #2 AWG IN 1 "C FRONT VIEW 1 11111 1111 Il]II J llllll111M 1` SIDE VIEW (4)CAP SCREW 1/2" -13 1/4" X 2" X 2' -0" LONG TIN PLATED COPPER BUS BAR MOUNTED TO WALL WITH INSULATORS (SEE DETAIL BELOW) NOTES: 1. BUS BAR ASSEMBLY SHALL BE EQUAL TO ERICO #TGB- A25L14P. 2. BOND PANELBOARD(S) WHICH SERVICES EQUIPMENT WITHIN ROOM GROUND BUS IS LOCATED. 3. REFER TO DETAIL EC003 FOR ADDITIONAL INFORMATION. 4. CONDUCTORS ILLUSTRATED REPRESENT MINIMUM SIZES. CONDUCTORS SHALL BE INCREASED AS REQUIRED TO MATCH SOURCE PANELBOARD FEEDER GROUNDING CONDUCTOR SIZE. D EQUIPMENT ROOM GROUND BUS BAR INSTALLATION DETAIL EG005 ALTERNATE BRANCH CIRCUIT PHASE CONNECTION TO L2 ENSURE LOAD BALANCE. NOTES: L1 L3 N f FAN BOX UNIT WITH ELECTRIC HEAT INTERNAL CONTROLS m I ELECTRIC HEATER -- NEUTRAL UTILIZED IN 3 STAGE HEATERS SIMPLIFIED WIRING DIAGRAM 1. WHERE MULTIPLE FAN BOXES ARE SPECIFIED WITH 480V, 3 PHASE, 4 WIRE CIRCUITS (FOR 3 PHASE, 480 V, ELECTRIC HEAT AND SINGLE PHASE, 277V, FAN MOTOR) THE ELECTRIC CONTRACTOR ROLL THE INCOMING SOURCE TO BALANCE THE LOAD. 2. REVIEW EACH FAN BOX WIRING DIAGRAM TO DETERMINE WHICH PHASE THE FAN MOTOR IS WIRED TO. 3. ALTERNATE THE PHASING FOR EACH FAN BOX MOTOR TO PROVIDE BALANCED LOADING AT THE PANELBOARD (IE. PHASE A TO L1 FOR 1ST BOX, PHASE B TO L1 ON 2ND BOX ...ETC). 4. MAINTAIN CLOCKWISE ROTATION WHEN ALTERNATING THE PHASES ON EACH FAN BOX. C5 FAN MOTOR D ® TYPICAL BRANCH CIRCUIT WIRING 480 V, 30, 4 WIRE FAN BOX WITH ELECTRIC HEAT EP009 R21 A -44 O 1 2# 12AWG Main Unit 1 GRX- 3504 -T -WH 4 Zone Control Unit 4 Gang US Deep Backbox Scenes 1 - 4, R /L, And OFF Automated Shades GRX Address: Al • SVQ -CBL -250 7 Conductor, being: 2- #16AWG Power Supply (red, red /white) 1 - #18AWG Earth Ground (green /yellow) 4- #18AWG Comm Link (blue, yellow, violet, gray, twisted and shielded) O O 2 #12AWG - R21 A -46 0 O SVQ - 2SRL- WH -E01 Sivoia Shade Keypad Function: Open & Close with Raise /Lower For One Group of Shades (1 Gang Backbox) [LOBBY 101 ] • A Lutron cable GRX - PCBL -346S (Plenum rated). Otherwise use 2 #18 AWG (1.Omm2) and 1 Belden #9461 (or equivalent). LOCATED IN ELECTRIC ROOM (TYPICAL) n n 0 n 0 0 n SVQ - I O -PNL Sivoia QED Transformer Panel 20" (H)X12" (W)X4" (D) n 0 SVQ - 2SRL- WH -E01 Sivoia Shade Keypad Function: Open & Close with Raise /Lower For One Group of Shades (1 Gang Backbox) [HALLWAY 108] 2# 12AWG - R21A -48 D Sivoia QED Shade Rollers • NOTES: 0 n n n n n 0 SVQ -10 -PNL Sivoia QED Transformer Panel 20" (H)X 12" (W)X4" (D) • SVQ - 2SRL- WH -E01 Sivoia Shade Keypad Function: Open & Close with Raise /Lower For One Group of Shades (1 Gang Backbox) [CONFERENCE ROOM 109] To Sivoia QED Shade Rollers 1. MOTORIZED SHADES LOCATED IN HALLWAY 127 SHALL BE SET TO THE UP POSITION AFTER OFFICE BRANCH HOURS VIA TIMECLOCK. COORDINATE WITH ARCHITECT PRIOR TO PROGRAMMING. nol TO AU E¢UIPMENT GRX -PRG PC Programming & Timeclock 4" Square Box Automated Shades GRX WS Address:16 2. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ARCHITECT PRIOR TO INSTALLATION. D LUTRON MOTORIZED SHADE ONE -LINE DIAGRAM NTS 8' -6" 6' -8" 4' -6" 4' -0" 1' -6" RE rime EXIT EMERGENCY LIGHTING EXIT SIGN CLOCK FIRE ALARM AUDIO /VISUAL DEVICES (MOUNTING HEIGHT MINIMUM TO BOTTOM OF STROBE, SEE NOTE 4) INTERCOM WALL TELEPHONES SWITCHES FIRE ALARM PULL STATION TELEPHONE /DATA OUTLETS RECEPTACLES FINISHED FLOOR NOTES: 1. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE EXCEPT EXIT SIGNS, CLOCKS, EMERGENCY LIGHTING AND FIRE ALARM A/V DEVICES. 2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER POSSIBLE. 3. ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED ON THIS DETAIL UNLESS OTHERWISE NOTED. 4. STROBE HEIGHT ILLUSTRATED AT MAXIMUM HEIGHT. STROBE SHALL BE 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. D ® TYPICAL DEVICE MOUNTING HEIGHTS DETAIL EM001 LABEL RP10B2 - 1 ALL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER. LABEL SHALL BE CLEAR MYLAR. P -TOUCH TY N RP1 0B2 -3 COMPUTER RP1OB2 -3 GENERAL D © TYPICAL RECEPTACLE LABEL REQUIREMENTS EP004 NOTES: ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE REQUIRED 1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS. 2. PROVIDE ON ALL IN -LINE METER SOCKETS, SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS AND MOTOR CONTROL CENTERS IN ACCORDANCE WITH NEC 110.16. D © TYPICAL FLASH PROTECTION WARNING LABEL EP005 4 1 /2 " IDENTIFICATION OF PHASE AND SYSTEM 480Y/277V 208Y/120V BROWN ORANGE YELLOW GRAY A BLACK B RED C BLUE N WHITE NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE AND /OR COLOR CODING REQUIREMENTS. 1 /4" LETTERS (MINIMUM) 2. NAMEPLATE TO BE 1/16" THICK PLASTIC WITH WHITE CENTER LAMINATION. FACE SHALL BE BLACK, ENGRAVED LETTERS SHALL BE WHITE. 3. SECURE NAMEPLATE TO SURFACES WITH ADHESIVE CEMENT. 4. TYPICAL FOR MOUNTING TO ALL DISTRIBUTION EQUIPMENT (SWITCHGEAR, SWITCHBOARDS, PANELBOARDS, ETC.) D PANELBOARD CONDUCTOR NAMEPLATE DETAIL EP010 boey2-13 [II Scale NTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS I A Issue -- 01 Seal /Signature Project Name I Project Number 20080075 I CAD File Name 20080075J08.01 Description ELECTRICAL DETAILS E08.01 02006 Gensler 0 Fidelity INVESTMENTS Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION Fidelity Investor Center - SEATTLE BRANCH 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com Check SJ RECEIVED � ° I UKWILA SEP, 1 2 2008 PERMIT CENTER PANELBOARD SCHEDULE PANEL MAIN MDP - EXISTING VOLTS AMPS PH /WIRE 480/277V MOUNT. AIC LOC. SURFACE GROUND BUS FEED THRU LUGS 200% NEUTRAL YES 100% 20A, 125V, 2P, 3W 400A MCB 400A BUS 22 KAIC NO *SERVICE ENTRANCE RATED 3/4 CLOSET NO - 3/4 "C. 3 L5 -30R CIR. AMPS/ POLES DESCRIPTION OF LOAD LOAD kVA LOAD BY PHASE, kVA LOAD kVA DESCRIPTION OF LOAD AMPS/ POLES CIR. A B C 1 20/1 L- EXTERIOR 0.20 12.40 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN 12.20 GRAFIK EYE 60/3 2 3 20/1 L- EXTERIOR (EM) 0.12 12.32 12.20 RTU -1 4 5 20/1 SPARE 0.00 0.72 12.20 12.20 1.00 6 7 20/1 SPARE 0.00 12.20 0.72 1.08 12.20 60/3 8 9 20/1 SPARE 0.00 R- COFFEE STATION 12.20 12.20 RTU -2 10 11 20/1 SPARE 0.00 20/1 R- COFFEE STATION 12.20 12.20 12 13 20/1 SPARE 0.00 2.05 20/1 R- COFFEE STATION 2.05 0.18 15/3 14 15 20/1 SPARE 0.00 57 2.05 R -ADM 2.05 ACCU -1 16 17 20/1 SPARE 0.00 58 59 2.05 2.05 0.36 18 19 20/1 SPARE 0.00 0.39 60 61 0.39 R -KIOSK 15/3 20 21 20/1 SPARE 0.00 20/1 0.39 63 0.39 CRAG -1 22 23 20/1 SPARE 0.00 SPARE 20/1 0.39 0.39 20/1 24 25 SPACE 0.00 0.00 SPARE 20/1 0.00 SPACE 20/1 26 27 0.36 SPACE 0.00 - 0.00 20/1 0.00 SPACE 20/1 28 29 SPACE SPACE 0.00 - SPARE 0.00 0.00 SPACE 20/1 30 31 - SPACE 0.00 0.00 SPARE 20/1 0.00 SPACE 20/1 32 33 0.00 SPACE 0.00 - 0.00 20/1 0.00 SPACE 20/1 34 35 - SPACE 0.00 - SPACE 0.00 0.00 SPACE 20/1 36 37 225/3 5.30 25.30 34.20 SPACE 20/1 8.90 79 80/3 38 39 NEW PANEL 'H41A' 24.05 3.00 32.86 R -BREAK 8.81 45KVA TRANSFORMER 40 41 SPACE 24.82 - 1.80 32.30 7.48 NEW ' • 42 83 TOTAL kVA BY PHASE - SPACE 61.24 59.82 59.14 0.80 TOTAL KVA- 180.18 84 20/1 TOTAL kVA BY PHASE - 5.50 5.98 4.10 TOTAL AMPERES- 216.72 *PROVIDE NEW CIRCUIT BREAKER WITH FRAME AND AIC RATING TO MATCH EXISTING. TOTAL KVA- 24.75 (BOTH SECTIONS) TOTAL kVA BY PHASE - PANELBOARD SCHEDULE PANEL MAIN R21A (SECTION 2) - EXISTING VOLTS AMPS PH /WIRE 208Y/120V MOUNT. AIC LOC. SURFACE GROUND BUS FEED THRU LUGS 200% NEUTRAL YES 100% 20A, 125V, 2P, 3W 150A MCB 225A BUS 10 KAIC NO L5 -20R 3/4 ELEC. ROOM YES - 3/4 "C. 3 L5 -30R CIR. AMPS/ POLES DESCRIPTION OF LOAD LOAD kVA LOAD BY PHASE, kVA LOAD kVA DESCRIPTION OF LOAD AMPS/ POLES CIR. A B C 43 20/1 FURNITURE FEED 0.72 1.72 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN 1.00 GRAFIK EYE 20/1 44 45 20/1 FURNITURE FEED 0.36 1.36 1.00 XFMR PANEL 20/1 46 47 20/1 R- OPERATIONS 0.72 3.28 1.72 1.00 XFMR PANEL 20/1 48 49 20/1 R- OPERATIONS 0.72 1.08 3.00 0.36 WATER COOLER 20/1 50 51 20/1 R- COFFEE STATION 0.50 0.50 FB -10 - SPARE 20/1 52 53 20/1 R- COFFEE STATION 0.50 3.00 0.50 - SPARE 20/1 54 55 20/1 R- COFFEE STATION 0.18 0.18 20/3* 14 - SPARE 20/1 56 57 20/1 R -ADM 0.70 FB -12 0.70 17 - SPARE 20/1 58 59 20/1 R -KIOSK 0.36 18 19 0.36 - SPARE 20/1 60 61 20/1 R -KIOSK 0.36 0.36 21 - SPARE 20/1 62 63 20/1 R- GENERAL 0.90 23 0.90 SPACE - SPARE 20/1 64 65 20/1 R- RESTROOMS 0.72 SPACE 0.72 - SPARE 20/1 66 67 20/1 LEAK DETECTION (EWH) 0.36 0.36 SPACE - - SPARE 20/1 68 69 20/1 CHILLER /LEAK DETECTION 0.72 SPACE 0.72 - SPARE 20/1 70 71 20/1 SPARE - - 2.28 0.00 - SPARE 20/1 72 73 20/1 SPACE - 0.00 0.80 2.28 - SPACE 20/1 74 75 20/1 SPACE - - 0.00 - SPACE 20/1 76 77 20/1 SPACE - 3.00 5.30 0.00 - SPACE 20/1 78 79 20/1 SPACE - 1.80 3.00 1.80 R -BREAK 60/3* 80 81 20/1 SPACE - - 1.80 1.80 NEW ' • 82 83 41 SPACE - 1.08 25.30 0.80 0.80 0.18 84 20/1 TOTAL kVA BY PHASE - 5.50 5.98 4.10 8.12 TOTAL KVA- 15.58 TOTAL KVA- 24.75 (BOTH SECTIONS) TOTAL kVA BY PHASE - 14.27 14.10 TOTAL AMPS- 43.25 *PROVIDE NEW CIRCUIT BREAKER WITH FRAME AND AIC RATING TO MATCH EXISTING. 40.33 TOTAL DEMAND kVA BY PHASE - PANELBOARD SCHEDULE PANEL MAIN R21A (SECTION 1) - EXISTING VOLTS AMPS PH /WIRE 208Y/120V MOUNT. AIC LOC. SURFACE GROUND BUS FEED THRU LUGS 200% NEUTRAL YES 100% 20A, 125V, 2P, 3W 150A MCB 225A BUS 10 KAIC YES L5 -20R 3/4 ELEC. ROOM YES - 3/4 "C. 3 L5 -30R CIR. AMPS/ POLES DESCRIPTION OF LOAD LOAD kVA LOAD BY PHASE, kVA LOAD kVA DESCRIPTION OF LOAD AMPS/ POLES CIR. A B C 1 20/1 R- ELECTRIC CLOSET 0.36 0.55 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN 0.25 EF -3 20/1 2 3 20/1 R -ROOF 0.18 0.68 0.50 EF -1 & EF -2 20/1 4 5 20/1 CONDENSATE PUMP (CRAG) 0.36 3.28 0.56 1.20 EXTERIOR SIGNAGE 20/1 6 7 20/1 FACP 1.00 2.20 3.00 1.20 EXTERIOR SIGNAGE 20/1 8 9 20/1 R- OFFICES 0.72 1.80 FB -10 1.08 R- CONFERENCE 20/1 10 11 20/1 R- OFFICES 0.72 3.00 1.44 0.72 R- CONFERENCE A/V 20/1 12 13 20/1 R- OFFICES 0.36 0.72 20/3* 14 0.36 R- PROJECTION SCREEN 20/1 14 15 20/1 R- OFFICES 0.72 FB -12 1.44 17 0.72 R- OFFICES 20/1 16 17 20/1 R- OPERATIONS 0.36 18 19 1.08 0.72 R- OFFICES 20/1 18 19 20/1 R- OPERATIONS 0.36 1.08 21 0.72 FURNITURE FEED 20/1 20 21 20/1 R- OPERATIONS 0.36 23 0.72 SPACE 0.36 FURNITURE FEED 20/1 22 23 20/1 R- OPERATIONS 0.36 SPACE 1.08 0.72 R- OFFICES 20/1 24 25 20/1 R- OPERATIONS 0.36 1.08 SPACE - 0.72 R- OFFICES 20/1 26 27 20/1 R- OPERATIONS 0.36 SPACE 1.08 0.72 R- MANAGER'S OFFICE 20/1 28 29 20/1 R- OPERATIONS 0.36 - 2.28 0.72 0.36 R- PROJECTOR 20/1 30 31 20/1 R- SHREDDER 0.50 1 .50 0.80 2.28 1 .00 R- REFRIGERATOR 20/1 32 33 20/1 R- PRINTER 1.00 - 1.50 0.50 R- BREAK 20/1 34 35 20/1 R- PLASMA TV /GENERAL 0.36 3.00 5.30 0.72 0.36 R -BREAK 20/1 36 37 20/1 R- TRANSACTION 1.08 1.58 3.00 0.50 R -BREAK 20/1 38 39 20/1 R- TRANSACTION 0.72 - 0.90 0.18 R- SECURITY (BREAK) 20/1 40 41 20/1 R- TRANSACTION 1.08 25.30 24.05 1.26 0.18 R- SECURITY (OPERATION) 20/1 42 TOTAL kVA BY PHASE - 8.77 8.12 7.86 AMPERES- TOTAL KVA- 24.75 (BOTH SECTIONS) TOTAL kVA BY PHASE - 14.27 14.10 11.96 (BOTH SECTIONS) TOTAL KVA- 40.33 TOTAL DEMAND kVA BY PHASE - 8.90 8.81 7.48 TOTAL DEMAND KVA- 25.17 TOTAL AMPS- 69.85 PANELBOARD SCHEDULE PANEL MAIN H41A - EXISTING VOLTS AMPS PH /WIRE 480/277V MOUNT. AIC LOC. SURFACE GROUND BUS FEED THRU LUGS 200% NEUTRAL YES 100% 20A, 125V, 2P, 3W 225A MCB 225A BUS 22 KAIC NO L5 -20R 3/4 ELEC. ROOM NO - 3/4 "C. 3 L5 -30R CIR. AMPS/ POLES DESCRIPTION OF LOAD LOAD kVA LOAD BY PHASE, kVA LOAD kVA DESCRIPTION OF LOAD AMPS/ POLES CIR. A B C 1 20/1* L- LOBBY 0.35 4.34 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN 3.99 R -LAN RACK 20/3* 2 3 20/1* L- CORRIDORS 0.45 3.45 3.00 FB -8 4 5 20/1* L- TRANSACTION 0.28 3.28 3.00 0.80 6 7 20/1* L- OPERATIONS 0.67 3.67 0.00 3.00 20/3* 8 9 20/1* L -COVE 1.98 SPARE 5.97 3.99 FB -10 10 11 20/1* L- OFFICES /RESTROOMS 2.65 20/1 SPARE 5.65 3.00 12 13 20/1* L- OFFICES /CONFERENCE 1 .1 6 4.1 6 SPACE 3.00 0.00 20/3* 14 15 20/1* L- EMERGENCY /EXIT 0.80 15 3.80 SPACE 3.00 FB -12 16 17 20/1* SPACE - 16 17 3.99 3.99 18 19 0.00 SPACE - 3.88 18 19 3.88 SPACE 25/3* 20 21 SPACE - 3.88 21 3.88 FB -5,6,7 22 23 0.00 SPACE - SPACE 3.88 3.88 24 25 SPACE - 1.67 SPACE 1.67 25 15/3* 26 27 0.00 SPACE - 1.67 1.67 FB -1 28 29 SPACE - 2.24 2.24 28 30 31 SPACE SPACE - 2.28 0.00 2.28 FB -2 15/1* 32 33 SPACE - 0.80 2.28 TOTAL KVA- 2.28 FB -3 15/1* 34 35 SPACE - 12.22 2.78 2.78 FB -4 15/1* 36 37 15/1* EWH -1 3.00 5.30 2.30 FB -9,1 1 15/1* 38 39 SPACE - 3.00 3.00 ECUH -1 15/1* 40 41 SPACE - 3.00 3.00 UH -1 15/1* 42 TOTAL kVA BY PHASE - 25.30 24.05 24.82 TOTAL KVA- 74.17 AMPERES- 89.22 *PROVIDE NEW CIRCUIT BREAKER WITH FRAME AND AIC RATING TO MATCH EXISTING. NEW PANELBOARD SCHEDULE PANEL MAIN CP1A VOLTS AMPS PH /WIRE 208Y/120 MOUNT. AIC LOC. SURFACE GROUND BUS ISOLATED GROUND BUS 200% NEUTRAL YES 100% 20A, 125V, 2P, 3W 60A MCB 100A BUS 10 KAIC NO L5 -20R 3/4 LAN ROOM YES - 3/4 "C. 3 L5 -30R CIR. AMPS/ POLES DESCRIPTION OF LOAD LOAD/ KVA LOAD BY PHASE, kVA LOAD/ KVA DESCRIPTION OF LOAD AMPS/ POLES CIR. A B C 1 20/1 R -TELE WALL FIELD 1.00 1.80 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN 0.80 R -LAN RACK 20/1 2 3 20/1 R- SECURITY 1.00 1.80 0.80 R -LAN RACK 20/1 4 5 20/1 SPARE 0.80 0.80 R- LAN RACK 30/1 6 7 20/1 SPARE 0.00 SPARE 20/1 8 9 20/1 SPARE 0.00 SPARE 20/1 10 11 20/1 SPARE 0.00 SPARE 20/1 12 13 SPACE 0.00 SPACE 14 15 SPACE 0.00 SPACE 16 17 SPACE 0.00 SPACE 18 19 SPACE 0.00 SPACE 20 21 SPACE 0.00 SPACE 22 23 SPACE 0.00 SPACE 24 25 SPACE 0.00 SPACE 26 27 SPACE 0.00 SPACE 28 29 SPACE 0.00 SPACE 30 TOTAL kVA BY PHASE - 1.80 1.80 0.80 TOTAL KVA- 4.40 DEMAND kVA BY PHASE - TOTAL AMPERES- 12.22 SPECIAL PURPOSE RECEPTACLE SCHEDULE TAG NEMA CONF. RATING CIRCUIT BREAKER BRANCH CIRCUIT 1 5 -20R 20A, 125V, 2P, 3W 20A-1P 2#12 & 1#12G. - 3/4"C. 2 L5 -20R 20A, 125V, 2P, 3W 20A -1P 2 #12 & 1 #12G. - 3/4 "C. 3 L5 -30R 30A, 125V, 2P, 3W 30A -1P 2 #10 & 1 #10G. - 3/4 "C. NOTES: 1. DEVICE NEMA CONFIGURATION SHALL BE CONFIRMED PRIOR TO INSTALLATION. MATCH CONFIGURATION OF EQUIPMENT CORD CAP. NOTIFY OWNER'S REPRESENTATIVE OF RATING DISCREPANCY. 2. CONDUCTOR SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE 310.16 WITH NO GREATER THAN THREE CURRENT CARRYING CONDUCTORS PER RACEWAY IN AN AMBIENT NOT TO EXCEED 30 DEGREES C. 3. VOLTAGE DROP IS NOT CONSIDERED IN BRANCH CIRCUIT SIZES. ALL BRANCH CIRCUITS WHICH EXCEED 75 FEET SHALL BE INCREASED A MINIMUM OF ONE SIZE TO LIMIT VOLTAGE DROP TO LESS THAN 3 %. 4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN /THWN CONDUCTORS IN EMT. RACEWAY SIZES SHALL BE INCREASED TO ACCOMMODATE DIFFERING INSULATION SYSTEMS AND RACEWAY TYPES TO LIMIT RACEWAY FILL TO LESS THAN 40 %. M: \2008 \20080075- Fidelity Seattle, WA \Electrical \20080075 E09.01 ELEC SCHEDULES & RISER DIAGRAM.dwg [30x421 July 01, 2008 - 1:26pm slunn PAD MOUNTED UTILITY XFMR XM INCOMING UTILITY SERVICE BY PSE EXISTING UTILITY METER SOCKET AND CT GRADE XM 4 #500KCMIL IN 4 "C. X M WP XM 1 1/4"C. WP XM 4 #500KCMIL & 1 #3G. -4 "C. MDP XM XM XM XM XM H41A FIDELITY ELECTRIC CLOSET 1 XM KT4 3 #6, 1#2N & 1#10G.-1"C. XM XM POWER RISER NOTES: 1. REFER TO DRAWING E01.01 FOR LEGEND, SYMBOLS AND GENERAL NOTES THAT MAY PERTAIN TO THIS DRAWING. 2. THIS DRAWING IS INTENDED TO ILLUSTRATE MAJOR EQUIPMENT AND REQUIRED INTERCONNECTIONS. REFER TO THE FLOOR PLANS FOR EXACT LOCATIONS AND THE SPECIFICATIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS. 3. THE SERVICE AND ALL SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 250 OF THE NEC. BOND ALL ELECTRICALLY CONDUCTIVE MATERIALS SUCH AS METAL PIPING SYSTEMS AND STRUCTURAL STEEL TO THE GROUNDING SYSTEM. REFER TO DETAILS FOR ADDITIONAL INFORMATION. LAN ROOM ROOF 1ST FLOOR D PARTIAL ELECTRICAL RISER DIAGRAM N.T.S. XM XM B o K X M FACP ELECTRIC ROOM RTU -1 RTU -2 XM § S XM XM XM FM KP XM SEE NOTE #10 XM XM XM 411) as ZMM ZMM NEW POWER SUPPLY SEE NOTE #6 RTS XM ZMM 110cd 110cd VXM VXM IF ZMM XM F XM_ ZMM 30cd X M 15cd XM 110cd 20A -1P 120V CIRCUIT SEE NOTE #7 30cd 110cd XM RAI XM SEE NOTE #8 (TYPICAL) 15cd 15cd • P! C C TENANT SPACE ROOF 1ST FLOOR NOTES: 1. THIS DRAWING IS INTENDED TO ILLUSTRATE MAJOR EQUIPMENT AND THE INTENDED INTERCONNECTIONS. REFER TO THE FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES OF DEVICES. REFER TO THE MANUFACTURER'S WIRING DIAGRAMS FOR INTERCONNECTION REQUIREMENTS. INTERCONNECTION DETAILS SHALL BE INCLUDED IN THE SHOP DRAWINGS WITH COMPONENT CUT SHEETS FOR REVIEW AND APPROVAL. 2. ALL FINAL CONNECTIONS INTO THE EXISTING FIRE ALARM SYSTEM SHALL BE PERFORMED BY THE OWNER'S FIRE ALARM MAINTENANCE CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL CARRY ALL ASSOCIATED COSTS FOR FINAL CONNECTION AND ASSOCIATED TESTING. 3. ALL NEW FIRE ALARM DEVICES SHALL MATCH EXISTING MANUFACTURER AND BE CROSSED LISTED FOR CONNECTION TO THE EXISTING SYSTEM. ALL NEW AUDIO /VISUAL DEVICES SHALL BE WHITE WITH RED LETTERS. 4. EXISTING SMOKE DETECTORS, MANUAL, AUDIO /VISUAL DEVICES, HEAT DETECTORS, ETC. WITHIN THE BUILDING SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED. DEVICES IDENTIFIED FOR REMOVAL SHALL BE RETAINED UNTIL NEW SYSTEM OPERATIONAL AND APPROVED. PROVIDE CONTROL MODULES, WIRING, PROGRAMMING OF SYSTEM AS REQUIRED TO MAINTAIN SYSTEM OPERATION OF EXISTING DEVICES. REPROGRAM SYSTEM AND MODIFY EXISTING ANNUNCIATOR(S) TO ACCOMMODATE THE NEW DEVICES AND FUNCTIONS. 5. FIRE ALARM SYSTEM MODIFICATION SHALL BE IN CONFORMANCE WITH THE LATEST CITY OF SEATTLE FIRE DEPARTMENT RULES AND REGULATIONS. 6. PROVIDE POWER BOOSTERS SIZED TO ACCOMMODATE NOTIFICATION APPLIANCE QUANTITIES ILLUSTRATED WITH 25% ADDITIONAL SPARE CAPACITY. PROVIDE DEDUCT ALTERNATE TO DELETE NEW POWER SUPPLY IF EXISTING CAPACITY SUFFICIENT AND ILLUSTRATED WITH CALCULATIONS. 7. PROVIDE UL LISTED LOCKING DEVICE FOR POWER SOURCE CIRCUIT BREAKER AND LABEL AS "FIRE ALARM CONTROL CIRCUIT' IN THE PANELBOARD DIRECTORY. 8. VISUAL APPLIANCES WITHIN SAME ROOM OF FIELD OF VIEW SHALL BE SYNCHRONIZED. 9. STROBES INDICATED AS 15cd OR 30cd SHALL BE DUAL RATED 15/75cd OR 30/75cd RESPECTIVELY. 10. PROVIDE SIGNAL TO SECURITY CARD READER /KEY PAD SYSTEM TO UNLOCK ALL DOORS (EQUIPPED WITH CARD READERS OR KEY PADS) DURING FIRE ALARM CONDITION. COORDINATE WITH SECURITY CONTRACTOR. D FIRE ALARM RISER DIAGRAM N.T.S. X68 - y3'7 South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler I A Issue -- 01 Seal /Signature Project Name I Project Number Scale NTS E09.01 02006 Gensler 0 Fidelity I NVESTfl.?ENTS D ENGINEERS Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION 20080075 CAD File Name 20080075109.01 I Description ELECTRICAL SCHEDULES AND RISER DIAGRAM Fidelity Investor Center - SEATTLE BRANCH 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com FCt:GEIVEu CITY OF T1 JKWILA C`rn 9 Q. nnnn PERMIT CENTER L r Check SJ M: \2008 \20080075- Fidelity Seattle, WA \Electrical \20080075 E10.01 ELEC SPEC.dwg [30x42] July 01, 2008 - 1:26pm slunn n MYit !l t ELECTRICAL SPECIFICATIONS PART 1 - GENERAL 1. GENERAL PROVISIONS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK IN CONTRACT. REFER TO ALL DRAWINGS ASSOCIATED WITH THIS PROJECT (EACH TRADE) FOR EXACT LOCATION OF ALL EQUIPMENT AND REQUIRED MOUNTING HEIGHTS. 2. SCOPE: PERFORM WORK AND PROVIDE NEW MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF THE SPECIFICATIONS. PROVIDE ALL COMPONENTS AND MATERIALS, WHETHER SPECIFICALLY SHOWN OR NOT, THAT ARE NECESSARY TO MAKE THE SYSTEMS COMPLETE AND FULLY OPERATIONAL. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO: 1) THE DESIGN INTENT AS ILLUSTRATED ON THESE DRAWINGS, 2) ) ALL TESTING AND CERTIFICATIONS NECESSARY FOR COMPLIANCE AND ANY REQUIRED REMEDIAL ACTIONS AND RETESTING DUE TO FAILURE. 3. SITE VISIT: VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS THAT MAY AFFECT WORK OF THIS SECTION BEFORE SUBMITTING BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY DISCERNED. 4. RELATED WORK: THE FOLLOWING WORK IS NOT INCLUDED IN THIS SECTION AND WILL BE PROVIDED UNDER OTHER SECTIONS: 1) TEMPORARY LIGHTING AND POWER FOR USE DURING CONSTRUCTION AND TESTING UNLESS SPECIFICALLY NOTED IN OTHER SPECIFICATION SECTIONS, 2) TELECOMMUNICATIONS WIRING AND DEVICES UNLESS SPECIFICALLY NOTED ON THE DRAWINGS 3) AUTOMATIC TEMPERATURE CONTROL AND DIRECT DIGITAL COMMUNICATIONS WIRING UNLESS SPECIFICALLY NOTED ON THE DRAWINGS AND 4) PAINTING. 5. CODES, STANDARDS, AUTHORITIES AND PERMITS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STATE BUILDING CODE, THE STATE ELECTRICAL CODE, NFPA, ANSI /NECA INSTALLATION STANDARDS AND OTHER APPLICABLE CODES, REGULATIONS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENT, OTHER AUTHORITIES HAVING JURISDICTION AND APPLICABLE BASE BUILDING STANDARDS AND SPECIFICATIONS. CODES, LAWS AND ORDINANCES PROVIDE A BASIS FOR THE MINIMUM INSTALLATION CRITERIA. THESE DRAWINGS AND SPECIFICATIONS ILLUSTRATE THE SCOPE REQUIRED FOR THIS PROJECT, WHICH MAY EXCEED MINIMUM CODE, LAW AND STANDARDS CRITERIA. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY BACKCHARGES AND OBTAIN NECESSARY APPROVALS FROM UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION AS REQUIRED FOR THE EXECUTION OF ALL WORK ASSOCIATED WITH THIS PROJECT. 6. INTERPRETATION OF DOCUMENTS: ADVISE THE ENGINEER IN WRITING (RFI) PRIOR TO PROCEEDING WITH PROCUREMENT OR INSTALLATION THAT THE DESIGN INTENT IS UNCLEAR OR THAT CONSTRUCTION DOCUMENTS DO NOT COINCIDE WITH MANUFACTURER'S RECOMMENDATIONS. ALL COSTS FOR REWORK NECESSARY TO RESOLVE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. REQUEST FOR INFORMATION: RFI ISSUED TO RESOLVE A CONFLICT OR DISCREPANCY SHALL BE PROVIDED WITH THE PREFERRED SOLUTION VIA WRITTEN DESCRIPTION OR SKETCH. 8. SUBMITTALS: PROVIDE SPECIFIED MATERIALS AND EQUIPMENT UNLESS "EQUAL" OR "APPROVED EQUAL" IS EXPLICITLY INDICATED ON THE DRAWINGS. DEVIATIONS TO SPECIFIED MATERIALS SHALL BE AT THE SOLE RISK OF THE CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES TO THIS AND OTHER TRADES. SUBMITTALS SHALL INDICATE REVIEW AND APPROVAL BY THE RESPONSIBLE CONTRACTOR. SUBMIT FOR REVIEW (6) SETS OF MANUFACTURER'S PRODUCT DATA FOR ALL LIGHTING, LAMPS, BALLASTS AND CONTROLS WITH ANY APPLICABLE UTILITY REBATE FORMS FILLED OUT; DEVICES (RECEPTACLES AND SWITCHES) AND PLATES; FIRE ALARM SYSTEM COMPONENTS; PANELBOARDS, CIRCUIT BREAKERS; DISCONNECT SWITCHES. 9. OPERATION AND MAINTENANCE DATA: SUBMIT (3) SETS OF OPERATING AND MAINTENANCE MANUALS INCLUDING SYSTEM DESCRIPTION, WIRING DIAGRAMS, WRITTEN WARRANTY, RECOMMENDED SPARE PARTS AND ROUTINE MAINTENANCE REQUIREMENTS WITH RECOMMENDED INTERVALS FOR ALL SUPPLIED EQUIPMENT. 10.RECORD DRAWINGS: CAD RECORD DRAWING FILES SHALL BE SUBMITTED AT THE COMPLETION OF THE PROJECT SHOWING THE "AS- BUILT' CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATONS OR ADDITIONS TO ORIGINAL DESIGN. OBTAIN THE AUTOCAD FILES FOR PREPARATION OF AS -BUILT DRAWINGS FROM THE ARCHITECT. THE ARCHITECT AND ENGINEER ARE NOT GRANTING ANY OWNERSHIP OR PROPERTY INTEREST IN THE CAD DRAWINGS BY THE DELIVERY OF THE CAD FILES. THE RIGHTS TO USE THE CAD FILES AND DRAWINGS ARE LIMITED TO USE FOR THE SOLE PURPOSE OF ASSISTING IN THE PERFORMANCE OF CONTRACTUAL OBLIGATIONS WITH RESPECT TO THIS PROJECT. ANY REUSE AND /OR OTHER USE WILL BE AT THE CONTRACTOR'S SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT AND ENGINEER. 11.WARRANTIES: WARRANTY INSTALLATION IN WRITING FOR ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. REPAIR, REPLACE OR PROVIDE TEMPORARY ACCOMMODATIONS FOR DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN 24 HOURS OF NOTIFICATION. WARRANTY SHALL INCLUDE A CONTACT PERSON (NAME AND 24 HOUR TELEPHONE NUMBER) FOR SERVICE REQUESTS. CORRECT DAMAGE CAUSED WHILE MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER WARRANTY PERIOD AT NO ADDITIONAL COST. 12.COORDINATION: CONFER WITH ALL OTHER TRADES RELATIVE TO LOCATION OF ALL APPARATUS AND EQUIPMENT TO BE INSTALLED AND SELECT LOCATIONS SO AS NOT TO CONFLICT WITH OR HINDER PROGRESS OF WORK OF OTHER SECTIONS. WORK INSTALLED THAT CREATES INTERFERENCE OR RESTRICTS ACCESS REQUIRED BY CODE OR TO CONDUCT MAINTENANCE AND /OR ADJUSTMENTS SHALL BE MODIFIED AT NO ADDITIONAL COST TO THE OWNER. 13.SUPPORTS: INCLUDE ALL STRUCTURAL STEEL SUPPORTS, HANGER BRACKETS, ETC., REQUIRED FOR THE EXECUTION OF THE WORK OF THIS SECTION. HANGERS SHALL BE PREFINISHED CHANNEL AND THREADED ROD USED WITH APPROVED CLAMPS, HARDWARE, ETC. CHANNEL INSTALLED IN EXTERIOR LOCATIONS SHALL BE GALVANIZED STEEL WITH STAINLESS STEEL HARDWARE. 14. CUTTING AND PATCHING: INCLUDE ALL CORING, CUTTING, PATCHING AND FIREPROOFING NECESSARY FOR THE EXECUTION OF THE WORK OF THIS SECTION. STRUCTURAL ELEMENTS SHALL NOT BE CUT WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 15. HOISTING, SCAFFOLDING AND PLANKING: INCLUDE THE FURNISHING, SET -UP AND MAINTENANCE OF ALL HOISTING MACHINERY, CRANES, SCAFFOLDS, STAGING AND PLANKING AS REQUIRED FOR THE EXECUTION OF WORK FOR THIS SECTION. 16. SAFETY PRECAUTIONS: LIFE SAFETY AND ACCIDENT PREVENTION SHALL BE A PRIMARY CONSIDERATION. COMPLY WITH ALL OF THE SAFETY REQUIREMENTS OF THE OWNER AND OSHA THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. FURNISH, PLACE AND MAINTAIN PROPER GUARDS AND ANY OTHER NECESSARY CONSTRUCTION REQUIRED TO SECURE SAFETY OF LIFE AND PROPERTY. 17. PROTECTION OF WORK AND PROPERTY: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND PROTECTION OF ALL WORK INCLUDED UNDER THIS SECTION UNTIL THE COMPLETION AND FINAL ACCEPTANCE OF THIS PROJECT. PROTECT ALL EQUIPMENT AND MATERIALS FROM DAMAGE FROM ALL CAUSES INCLUDING, BUT NOT LIMITED TO, FIRE, VANDALISM AND THEFT. ALL MATERIALS AND EQUIPMENT DAMAGED OR STOLEN SHALL BE REPAIRED OR REPLACED WITH EQUAL MATERIAL OR EQUIPMENT AT. NO ADDITIONAL COST TO THE OWNER. PROTECT ALL EQUIPMENT, OUTLETS AND OPENINGS, AND ROOF PENETRATIONS WITH TEMPORARY PLUGS, CAPS AND COVERS. PROTECT WORK AND MATERIALS OF OTHER TRADES FROM DAMAGE THAT MIGHT BE CAUSED BY WORK OR WORKMEN UNDER THIS SECTION AND MAKE GOOD DAMAGE THUS CAUSED. DAMAGED MATERIALS ARE TO BE REMOVED FROM THE SITE; NO SITE STORAGE OF DAMAGED MATERIALS WILL BE ALLOWED. ANY DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY THIS CONTRACTOR DURING INSTALLATION SHALL BE REPAIRED AND /OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF THE BUILDING OWNER. 18. SEISMIC RESTRAINT REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH THE STATE BUILDING CODE. A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE APPLICABLE STATE FOR THE PROJECT LOCATION, SHALL PREPARE THE SEISMIC RESTRAINT DESIGN N AND CERTIFY THAT THE DESIGN N IS IN COMPLIANCE WITH THE STATE BUILDING CODE REQUIREMENTS. 19. PROJECT CLOSEOUT: A CERTIFICATE OF COMPLETION SHALL BE ISSUED BY THE CONTRACTOR INDICATING THAT THE INSTALLATION IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND ALL APPLICABLE LOCAL, STATE AND FEDERAL STATUTES AND CODES. FINAL INSPECTION BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPT OF THE CERTIFICATE OF COMPLETION. NO LIFE SAFETY DEFICIENCIES IN THE EGRESS OR EXIT LIGHTING SYSTEMS, FIRE ALARM SYSTEM OR THE EMERGENCY POWER SYSTEM SHALL BE PRESENT WHEN REQUESTING FINAL INSPECTION. PREMATURE REQUESTS FOR FINAL INSPECTIONS THAT REQUIRE REINSPECTION OF DEFICIENT ITEMS WILL RESULT IN BACK CHARGES OF THE COSTS ASSOCIATED WITH THE REINSPECTION. PART 2 - PRODUCTS 1. IDENTIFICATION: NAMEPLATES SHALL INDICATE EQUIPMENT TAG, VOLTAGE CHARACTERISTICS AND SOURCE OF POWER. REFER TO NAMEPLATE DETAIL FOR ADDITIONAL INFORMATION. 2. RACEWAYS AND CONDUIT: RIGID GALVANIZED STEEL CONDUIT (RGS) SHALL BE UTILIZED WITH THREADED FITTINGS ONLY. ELECTRICAL METALLIC TUBING (EMT) SHALL BE UTILIZED WITH SET SCREW TYPE FITTINGS. PROVIDE CONDUIT EXPANSION FITTINGS WITH EXTERNAL BONDING JUMPERS EQUAL TO OZ GEDNEY TYPE EX FOR RGS AND TYPE TX FOR EMT WHEN CROSSING EXPANSION JOINTS. UL LISTED LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC) AND FLEXIBLE METAL CONDUIT (FMC) SHALL BE USED FOR FINAL CONNECTIONS TO EQUIPMENT WHERE FLEXIBILITY OR VIBRATION ISOLATION ARE REQUIRED. LFMC SHALL BE UV RESISTANT WHEN INSTALLED IN AN EXTERIOR LOCATION. 3. WIRE AND CABLE: ALL CONDUCTORS SHALL BE TYPE THHN /THWN OR XHHW, COPPER, RATED 75'/90'C, 600 VOLT INSULATION UNLESS OTHERWISE NOTED. MINIMUM SIZE CONDUCTOR SHALL BE #12 AWG COPPER. CONDUCTORS #10 AWG AND LARGER SHALL BE STRANDED; #12 AWG AND SMALLER SHALL BE SOLID. EACH BRANCH CIRCUIT AND FEEDER SHALL BE PROVIDED WITH AN INSULATED GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC TABLE 250.122. CONDUCTOR COLOR CODING SHALL BE IN ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS. COLOR CODING SHALL BE CONSISTENT THROUGHOUT INCLUDING CONDUCTORS INSTALLED IN RACEWAYS AND IN ALL CABLE ASSEMBLIES (MC AND /OR AC). FLEXIBLE METAL CLAD (MC) CABLE SHALL BE UL LISTED WITH INSULATED THHN PHASE AND GROUND CONDUCTORS WITHIN A GALVANIZED STEEL INTERLOCKING ARMOR. ALUMINUM ARMOR IS NOT ACCEPTABLE. 4. WIRING DEVICES AND PLATES: ALL DEVICES SHALL BE SPECIFICATION GRADE WITH NYLON PLATE, COLOR AS SPECIFIED BY THE ARCHITECT OR TO MATCH EXISTING. ALL DEVICES SHALL HAVE A GREEN GROUNDING TERMINAL ON THE YOKE. RECEPTACLES SHALL BE UL FEDERAL SPECIFICATION WC -596 EXTRA HEAVY DUTY 20A 125V EQUAL TO COOPER 5362. GFCI RECEPTACLES SHALL BE COMMERCIAL SPECIFICATION GRADE 20A 125V EQUAL TO COOPER GF20. SWITCHES SHALL BE INDUSTRIAL - INSTITUTIONAL HEAVY DUTY SPECIFICATION GRADE 20A 120/277V EQUAL TO COOPER 2200 SERIES. 5. SAFETY DISCONNECT SWITCHES: DISCONNECT SWITCHES SHALL BE THREE -POLE HEAVY DUTY TYPE RATED FOR 600 VOLT IN NEMA 1 (INTERIOR DRY APPLICATIONS) AND NEMA 3R (EXTERIOR APPLICATIONS) ENCLOSURES UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL SWITCHES SHALL BE HORSEPOWER RATED AND SUITABLE FOR SERVICE ENTRANCE USE WHERE INDICATED ON THE DRAWINGS. PROVIDE WITH SOLID NEUTRAL WHERE FOUR WIRE CIRCUITS ARE ILLUSTRATED. MANUAL MOTOR STARTERS SHALL HAVE QUICK MAKE, QUICK BREAK TOGGLE MECHANISMS WITH ALLOWANCE FOR UP TO 10% FIELD ADJUSTMENT TO NOMINAL OVERLOAD HEATER VALUES. MANUAL MOTOR STARTERS SHALL BE SINGLE PHASE AND MAY BE USED FOR APPLICATIONS UP TO 1 HP AT 277 VOLT. ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D, GE, SIEMENS OR EATON CUTLER - HAMMER. 6.PANELBOARDS: PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE WITH THERMAL MAGNETIC BOLT -ON MOLDED CASE CIRCUIT BREAKERS AND COPPER BUSSES. MINIMUM INTERRUPTING CAPACITY SHALL BE 10,000 AMPS SYMMETRICAL AT 208 VOLT AND 14,000 AIC AT 480 VOLT. REFER TO PANEL SCHEDULES FOR EXACT AIC RATINGS OF EQUIPMENT. PANELBOARD COVERS SHALL BE DOOR -IN -DOOR DESIGN UP TO AND INCLUDING 400A. ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D, GE, SIEMENS OR EATON CUTLER - HAMMER. 7.LIGHTING: FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC BALLAST WITH HIGH POWER FACTOR, SOUND RATING "A' AND SHALL BE CBM- CERTIFIED. TOTAL HARMONIC DISTORTION SHALL BE LESS THAN 10 %. BALLAST SHALL BE PROGRAMMED RAPID START OR INSTANT START AND HAVE A MINIMUM BALLAST FACTOR OF 0.88. ACCEPTABLE BALLAST MANUFACTURER ARE OSRAM SYLVANIA INC., ADVANCE ELECTRIC, OR APPROVED EQUAL. ELECTRONIC BALLAST THAT OPERATE T -5 AND COMPACT FLUORESCENT LAMPS SHALL HAVE END -OF -LAMP -LIFE SHUT DOWN TO PROTECT AGAINST LAMP OVER HEATING. LAMPS SHALL HAVE MINIMUM CRI RATING OF 82. 8.LIGHTING CONTROL EQUIPMENT: LIGHTING CONTROL PANELS SHALL BE STAND ALONE PROGRAMMABLE SYSTEMS WITH CAPABILITY TO CONTROL MULTIPLE LIGHTING CIRCUITS BASED UPON USER INTERFACE OR PROGRAMMED EVENTS. NETWORK INTERFACE SHALL BE PROVIDED TO ALLOW MONITORING AND OVER RIDE CAPABILITIES FROM AN OWNER PROVIDED WORK STATION. LIGHTING CONTROL SHALL BE VIA 20A 120 -277V RATED RELAYS WITH A MINIMUM 10 YEAR WARRANTY. USER INTERFACE CAPABILITIES SHALL INCLUDE MOMENTARY CONTACT SWITCHES, OCCUPANCY SENSORS OR PHOTOCELLS AS DEFINED ON THE DRAWINGS. MOMENTARY CONTACT SWITCHES SHALL BE SPECIFICATION GRADE DEVICES EQUAL TO COOPER 1895GY. 9.FIRE ALARM SYSTEM MODIFICATIONS: MODIFICATIONS MADE TO THE BASE BUILDING FIRE ALARM SYSTEM SHALL BE MADE IN COMPLIANCE WITH ALL APPLICABLE CODES AND REQUIREMENTS. ALL NEW COMPONENTS SHALL BE UL LISTED FOR THEIR INTENDED PURPOSE AND CROSS- LISTED FOR USE ON THE EXISTING SYSTEM. THE ADDITION OF NEW INITIATING DEVICES OR NOTIFICATION APPLIANCES TO THE EXISTING SLC AND NAC SHALL NOT ADVERSELY EFFECT SUPERVISION. THE WIRING CLASS AND STYLE FOR THE ADDITION OF DEVICES SHALL BE CONSISTENT WITH EXISTING AND PER THE RISER DIAGRAM INCLUDED IN THESE DRAWINGS. NEW DEVICES SHALL BE PROGRAMMED TO INITIATE ACTION IN ACCORDANCE WITH THE EXISTING SEQUENCE OF OPERATION AS APPROVED BY THE AHJ. SYSTEM SUBMITTAL SHALL INCLUDE AN INPUT /OUTPUT MATRIX CLEARLY DEFINING THE SEQUENCE FOR EACH ADDED DEVICE. PROVIDE DISTRIBUTED INTELLIGENT POWER SUPPLIES TO ACCOMMODATE THE POWER REQUIREMENTS OF NAC CIRCUITS. POWER SUPPLIES SHALL COMMUNICATE WITH THE FACP VIA DATA COMMUNICATIONS, WHEREBY EACH POWER SUPPLY SHALL REPORT A LOSS OF AC POWER, BATTERY FAIL OR GROUND FAULT, AND EACH NOTIFICATION APPLIANCE CIRCUIT SERVED SHALL BE INDIVIDUALLY MONITORED FOR WIRING INTEGRITY. STANDBY BATTERIES SHALL SUPPORT THE SYSTEM IN THE EVENT OF A LOSS OF PRIMARY POWER FOR 60 HOURS OF FULL SUPERVISORY OPERATION FOLLOWED BY 10 MINUTES OF ALARM. BATTERIES SHALL BE MOUNTED INTEGRAL TO THE POWER SUPPLY CABINET. PROVIDE FIRE ALARM TERMINAL CABINETS WHERE NECESSARY. THE CABINETS SHALL HAVE A REMOVABLE HINGED COVER WITH LOCK AND HIGH BARRIER TERMINAL STRIPS WITH 64 OR 128 POINT CAPACITY MOUNTED TO A PLYWOOD BACKBOARD. TERMINAL CABINETS SHALL BE RED AND LABELED WITH PERMANENT WHITE LETTERING. VISUAL SIGNAL SHALL BE SELF - SYNCHRONIZING XENON STROBES RATED BY UL 1971 TEST CRITERIA AND IN ACCORDANCE WITH NFPA 72. VISUAL SIGNALS SHALL HAVE A MINIMUM EFFECTIVE INTENSITY OF 15 CANDELA (CD) OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. DEVICES SPECIFIED AS 15CD SHALL BE 15/75CD DUAL RATED. MULTIPLE STROBES VISIBLE FROM A SINGLE LOCATION SHALL BE SYNCHRONIZED. SUBMITTALS: PROVIDE THE FOLLOWING DOCUMENTS FOR REVIEW AND EVALUATION 1) POINT TO POINT WIRING DIAGRAMS OF THE PROPOSED MODIFICATION INCLUDING ALL CONDUCTOR QUANTITY AND SIZING 2)PANEL LAYOUTS INDICATING MODULE PLACEMENT AND SPARE CAPACITY ALLOWANCE FOR FUTURE EXPANSION 3)MANUFACTURERS CATALOG CUT SHEETS OF ALL COMPONENTS AND DEVICES WITH INTERCONNECTION DIAGRAMS 4) BATTERY CAPACITY CALCULATIONS INDICATING REQUIRED AND SPARE CAPACITY 5)POWER SUPPLY CAPACITY CALCULATIONS INCLUDING EACH CIRCUIT LOAD, VOLTAGE DROP AND SPARE CAPACITY 6) WRITTEN TEST REPORT FOR NOTIFICATION OF SUCCESSFUL COMPLETION OF EACH REQUIRED TEST AND SYSTEM RECORD OF COMPLETION. 7) AS -BUILT DRAWINGS INCLUDING ALL DEVICE ADDRESSES AND ALPHANUMERIC DESCRIPTORS ASSIGNED IN THE CONTROL PANEL. PART 3 EXECUTION 1.GENERAL: ALL INTERRUPTIONS AND SHUTDOWNS OF EXISTING ELECTRICAL SYSTEMS AND SERVICES SHALL BE AS SHORT AS POSSIBLE AND AT A TIME AND DURATION APPROVED BY THE OWNER AND ENGINEER. THE CONTRACTOR SHALL INCLUDE ALL PREMIUM TIME ASSOCIATED WITH THE SYSTEM AND SERVICE INTERRUPTIONS AND SHUTDOWNS. 2.IDENTIFICATION: FURNISH AND INSTALL NAMEPLATES ON ALL ELECTRICAL EQUIPMENT INCLUDING PANELS, JUNCTION BOXES, DISCONNECT SWITCHES, TRANSFORMERS AND STARTERS. 3. RACEWAYS AND CONDUIT: REFER TO POWER, LIGHTING AND FIRE ALARM DRAWINGS FOR ALLOWABLE WIRING METHODS. EMT MAY BE USED WITH SET SCREW FITTINGS IN CONCEALED AND EXPOSED LOCATIONS WHERE NOT EXPOSED TO PHYSICAL DAMAGE OR MOISTURE. USE RIGID GALVANIZED STEEL WITH THREADED FITTINGS WHERE EMT PROHIBITED. ALL RACEWAYS, WHICH PASS THROUGH BUILDING EXPANSION JOINTS, SHALL BE EQUIPPED WITH EXPANSION FITTINGS. ALL CONDUITS SHALL BE SUPPORTED IN AN APPROVED MANNER TO THE BUILDING STRUCTURE. SUPPORT FROM CONDUITS, DUCTWORK, PIPING, ETC. WILL NOT BE PERMITTED. RACEWAYS SHALL BE RUN CONCEALED UNLESS NOTED OTHERWISE, PERPENDICULAR AND /OR PARALLEL TO THE BUILDING STRUCTURE. NECA STANDARDS SHALL DEFINE MINIMUM QUALITY LEVEL FOR INSTALLATION WHERE APPLICABLE. 4. WIRE AND CABLE: BRANCH CIRCUIT WIRING IS NOT ILLUSTRATED ON THE DRAWINGS AND IS INDICATED BY CIRCUIT NUMBERS NEXT TO FIXTURES, EQUIPMENT AND DEVICES. PROVIDE COMPLETE WIRING SYSTEM TO MEET ILLUSTRATED INTENT. CONDUIT HOMERUNS SHOWN ON THE DRAWINGS WITH MORE THAN 3 CURRENT CARRYING CONDUCTORS ARE SHOWN DIAGRAMMATICALLY. THE INSTALLATION OF MORE THAN 3 CURRENT CARRYING CONDUCTORS IN A COMMON RACEWAY SHALL REQUIRE THE DERATING OF ALL ASSOCIATED CONDUCTORS. ALL CIRCUITS SHALL CONTAIN A FULL SIZE, INSULATED GROUND CONDUCTOR. 5. WIRING DEVICES AND PLATES: ALL DEVICES OTHER THAN 20A 120V SHALL BE CLEARLY LABELED WITH PERMANENTLY APPLIED NAMEPLATES (OR ENGRAVED FACEPLATES) DETAILING THE VOLTAGE CHARACTERISTICS AND CIRCUIT NUMBER. 6. SAFETY DISCONNECT SWITCHES: FUSES SHALL BE CLASS RK -1 SIZED PER DRAWING AND NAMEPLATE REQUIREMENTS. INSTALL REJECTION CLIPS TO PROHIBIT INSTALLATION OF OTHER THAN CURRENT LIMITING FUSES. 7. PANELBOARDS: THE CONTRACTOR SHALL BALANCE PANELBOARD LOADS TO WITHIN 10% PHASE TO PHASE. PROVIDE NEW AND OR UPDATED TYPEWRITTEN DIRECTORIES OF BRANCH CIRCUITS IN ALL PANELBOARDS, NEW AND EXISTING, WHICH ARE MODIFIED UNDER THIS CONTRACT. INDICATE CIRCUIT CHANGES IN AS -BUILT RECORD DRAWINGS. 8. LIGHTING: ALL LIGHT FIXTURES SHALL BE SUPPORTED IN AN APPROVED MANNER TO THE BUILDING STRUCTURE WITH A MINIMUM OF TWO SAFETY CHAINS, CONNECTED AT OPPOSITE ENDS OF THE FIXTURE. SUPPORT FROM CONDUITS, DUCTWORK, PIPING, ETC. WILL NOT BE PERMITTED. 9. LIGHTING CONTROL EQUIPMENT: PROGRAM CONTROL PANELS IN ACCORDANCE WITH THE SCHEDULE INCLUDED ON THE DRAWINGS AND PER OWNER INPUT FOR ON /OFF SWEEP TIMES. ADJUST ALL INDIVIDUAL OCCUPANCY SENSOR TIME DELAYS TO 15 MINUTES AND SET TO "MANUAL ON" OPERATION. SENSOR SENSITIVITY SHALL BE ADJUSTED FOR 100% COVERAGE OF THE ASSOCIATED SPACE AND FOR MINIMIZATION OF FALSE SENSING FROM ADJOINING AREAS WITH DOORS IN THEIR NORMAL POSITIONS (OPEN OR CLOSED). 10. FIRE ALARM SYSTEM MODIFICATIONS: ALL NEW DETECTORS SHALL BE LABELED WITH ASSIGNED ADDRESS ON BOTH THE DETECTOR HOUSING AND THE BASE WITH A BLACK ON CLEAR TYPED LABEL EQUAL TO KROY. THE BASE ADDRESS SHALL BE LEGIBLE WITHOUT REMOVAL OF THE DETECTOR. THE DETECTOR ADDRESS SHALL BE CONCEALED WHEN PLACED INTO THE BASE. ALL JUNCTION BOXES SHALL BE SPRAYED RED AND LABELED "FIRE ALARM". CONDUIT COUPLINGS SHALL BE SPRAY PAINTED RED PRIOR TO INSTALLATION. CONNECTIONS AND SPLICES SHALL BE MADE USING SCREW TERMINAL BLOCKS. THE USES OF WIRE NUT TYPE CONNECTORS ARE PROHIBITED IN THE SYSTEM. THE CONTRACTOR SHALL PERFORM INSULATION TESTING (MEGGER), CONTINUITY AND LOOP RESISTANCE CHECKS ON ALL SYSTEM CONDUCTORS TO DETERMINE THAT THE SYSTEM IS FREE FROM GROUNDED, SHORTED, OR OPEN CIRCUITS. THESE TESTS SHALL BE CONDUCTED PRIOR TO THE INSTALLATION OF FIRE ALARM EQUIPMENT. LOOP RESISTANCE MEASUREMENT SHALL VERIFY THAT THE LOOP RESISTANCE DOES NOT EXCEED THE MANUFACTURERS SPECIFIED LIMITS. CORRECTIONS SHALL BE MADE AND THE SYSTEM SHALL BE RETESTED IF DEFICIENCIES ARE FOUND. A WRITTEN REPORT SHALL BE SUBMITTED DETAILING THE RESULTS OF THE PRELIMINARY TESTS SHALL ACCOMPANY THE REQUEST FOR FINAL ACCEPTANCE TEST. THE FIRE ALARM CONTRACTOR SHALL PERFORM FINAL CONNECTIONS, PROGRAMMING, AND TESTING. THE CONTRACTOR SHALL CARRY ALL COSTS ASSOCIATED WITH FINAL CONNECTIONS, PROGRAMMING AND TESTING AS WELL AS DISABLING CONNECTIONS TO THE MUNICIPAL LOOP DURING FINAL CONNECTIONS AND TESTING. CERTIFY INSTALLATION WITH THE SUCCESSFUL COMPLETION OF ALL ASSOCIATED NFPA 72 TESTS AND MEASURE SOUND PRESSURE LEVELS IN ALL ROOMS WITHIN THE SCOPE OF THIS PROJECT. SUBMIT THE TEST REPORTS FOR REVIEW PRIOR TO REQUEST FOR FINAL PUNCH LIST INSPECTION. 11.EQUIPMENT TESTING AND CLEANING: CLEAN THE INTERIOR AND EXTERIOR OF ALL EQUIPMENT AT PROJECT COMPLETION OF ALL CONSTRUCTION DEBRIS AND RESIDUE. DAMAGED SURFACES SHALL BE REPAIRED AND FINISHES TOUCHED UP PAINT TO MATCH THE MANUFACTURER'S FINISH. EXTENSIVELY DAMAGED ENCLOSURES SHALL BE REPLACED. TEST THE INSULATION RESISTANCE BETWEEN EACH PHASE AND GROUND OF ALL FEEDERS ILLUSTRATED ON THE ONE LINE DIAGRAM. PROVIDE A TEST REPORT INDICATING THE RESULTS. REPLACE ALL CONDUCTORS THAT FAIL TO COMPLY WITH NETA TESTING STANDARDS. VERIFY VOLTAGE AT THE ASSOCIATED PANELBOARD UNDER LOAD AND ADJUST TAP SETTINGS AS REQUIRED TO DELIVER NOMINAL VOLTAGE DURING NORMAL AND LIGHTLY LOADED CONDITIONS. I r�llla I Scale NTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS 0 Issue -- 01 I Seal /Signature Project Name Fidelity Investor Center - SEATTLE BRANCH I Project Number 20080075 I CAD File Name 20080075J10.01 I Description ELECTRICAL SPECIFICATIONS E1O.O1 02006 Gensler 0 Fidelity I N- VESTMENTS Date & Issue Description By 07/02/08 SL ISSUED FOR CONSTRUCTION Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com KEUEIVEU CITY OF TI IIKWILA PERMIT CENTER 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Check SJ