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Home My WebLink AboutPermit D08-298 - BEST BUY - TENANT IMPROVEMENTBEST BUY 17364 SOUTHCENTER PY D08 -298 Parcel No.: 2623049079 Address: 17364 SOUTHCENTER PY TUKW Suite No: Tenant: Name: BEST BUY Address: 17364 SOUTHCENTER PY , TUKWILA WA City4if Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: KIR TUKWILA 050 LLC /KIMCO Address: PROPERTY TAX DEPARTMEMT , 3333 NEW HYDE PK RD STE 100 11042 Phone: Contact Person: Name: DEVON REDMON Address: 1327 POST AVE SUITE H , TORRANCE CA 90501 Phone: 310 - 328 -6300 X101 Contractor: Name: T D S CONSTRUCTION INC Address: 4239 63 ST W , BRADENTON FL 34209 Phone: 941 795 -6100 Contractor License No: TDSCOI *000KR DESCRIPTION OF WORK: TENANT IMPROVEMENT Permit Number: D08 - 298 Issue Date: 09/12/2008 Permit Expires On: 03/11/2009 Expiration Date: 09/19/2010 Value of Construction: $90,000.00 Fees Collected: $1,963.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** D08 -298 Printed: 09 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: Print Name: 7O f? cc ,c r doc: IBC -10/06 City (*Tukwila � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 Number: D08 - 298 Issue Date: 09/12/2008 Permit Expires On: 03/11/2009 Date: 0 1I(0 I hereby certify that I have read and :} .. ' ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie , whether specified herein or not. The granting of this permit does not pre="' e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 0 ?//,) l0 � 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 -298 Printed: 09 -12 -2008 S City of Tukwila Parcel No.: 2623049079 Address: 17364 SOUTHCENTER PY TUKW Suite No: Tenant: BEST BUY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -298 Status: ISSUED Applied Date: 05/28/2008 Issue Date: 09/12/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain fire extinguisher coverage throughout. 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the doc: Cond -10/06 D08 -298 Printed: 09 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 18: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 19: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 20: 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) 21: 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) 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. (IFC Chapter 10) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 25: 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) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 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) 27: 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) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 doc: Cond -10/06 D08 -298 Printed: 09 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 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) 29: 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) 30: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 31: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 33: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 34: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval Of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: No articles, displays or other materials shall be hung on or from sprinkler heads or piping. Remove the item(s) in violation and refrain from this practice in the future. (NFPA 25.5.2.2.2) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: 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) 38: 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) 39: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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) 42: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 43: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) doc: Cond -10/06 D08 -298 Printed: 09 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 44: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 45: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspecttor 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -298 Printed: 09-12 -2008 doc: Cond -10/06 Signature: i �� Print Name: 7 7Z o /rt G S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any construction or the performance of work. Date: a?//)/6.57. of law and ordinances governing other work or local laws regulating D08 -298 Printed: 09 -12 -2008 Name: Mailing Address: CITY OF TUKWILOO Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Imp. ((H I .ri.luklril<r. n (His Company Name: Contact Person: Company Name: Mailing Address: Revised: 9 -2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION � 24)-30'4 56 Site Address: 1136Y Soo \ C= 2.v.1 1`rf ? \cw Number: mber: Floor: Tenant Name: Q5 Zu V �+..Sr' t wve - New Tenant: ❑ Yes 12 „No Property Owners Name: D I-r rvszt..., = KI IZ Tkklni k4 LP e�/, k rm flee ail eor p Mailing Address: P 0.8t1c. C .33 ri /-I S p .,L. P4 New Pe Pa.& /�(y 1 i D42 -IX)2 ) U City State Zip -•'\. \Z.4.Ck w v✓� 1 3__ \ mo o Sfi A ..• N. E -Mail Address: Pe ' Z 1 Contact Person: E -Mail Address: Contractor Registration Number: Company Name: C u Ce_ l I. (c�. r i S ti .\- Mailing Address: 2 11 �° �fi 5e( ort d � GG�•eI CPO E -Mail Address: (kk e Ci r / o , J' / ' 0 Building Permit No. Mechanical Permit No. King Co Assessor's Tax No.: Al K�9 es ►- Ass oc,1 / 6 '76 t,Jes — (ea i-, £A.a/ l3 S . w/ , r Contact Person: (. A e' e rs (. 1.-)1 ' b r r/ E -Mail Address: C C �L \ G �1 ( - e n q Ye a i•�. Q:\Applications\Fonns- Applications On Linel3 -2006 `tetmit Application.doc V rD $-- ISM Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) .CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 31 3 a -6 C) ,c �O TU cam_ (A q l osa i City State Zip Qv e>< ASS -1i S. C v Fax Number: ( O 3 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record s k 30/ /`'11,11•,,ew�1,3- j&IAV S5 H03 City / State Zip Day Telephone: b l 3 3 f- 6(7)7-- Fax Number: 61 a- 3 3i - Z y 9 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephon Fax Number: Mti SSII3 6S) it/ —add'; 65i) . 77l — ok78 Page 1 of 6 BUILDING PERMIT INFORM4DION - 206 - 431 -3670 0 Valuation of Project (contractor's bid price): $ 9 % 0 0 0 Existing Building Valuation: $ 1 Scope of Work (please provide detailed information): e- tit,,.,'- rn p r J e Y!'! .2-n Will there be new rack storage? ❑ Yes 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): Pi � )- Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ja No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: - d Sprinklers t" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes LAS No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Upplications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bb /�.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s Floor 2nd Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORM4DION - 206 - 431 -3670 0 Valuation of Project (contractor's bid price): $ 9 % 0 0 0 Existing Building Valuation: $ 1 Scope of Work (please provide detailed information): e- tit,,.,'- rn p r J e Y!'! .2-n Will there be new rack storage? ❑ Yes 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): Pi � )- Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ja No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: - d Sprinklers t" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes LAS No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Upplications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bb /�.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser S 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ` 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System . Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM • Incinerator — Comm/Ind MECHANICAL PERMIT INF TION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: \ % Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 5 / °b b Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:1Applications \Forms - Applications On Line\3 -2006 - Permit Application doc Revised: 9-2006 bh Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Cq�OR AUTHO ED AG Signature: `�E(,� v✓t,cv� Print Name: ,J Q J d v Mailing Address: \ 3 2- 9-0 A S �� Date: Day Telephone: C _/ 3 2 -1_ (7C d K I a rre.., —t_ C � City State I ° So/ Zip Date Application Accepted: c , S �� Date Application Expires: Y Staff Initials: i Q:\Applicat ions\ Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: 2623049079 Permit Number: D08 -298 Address: 17364 SOUTHCENTER PT TURIN Status: APPROVED Suite No: Applied Date: 05/28/2008 Applicant: BEST BUY Issue Date: Receipt No.: R08 -03234 Initials: JEM Payment Date: 09/12/2008 08:44 AM User ID: 1165 Balance: $0.00 Payee: T D S CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description dor.: Rarwint -OA Payment Check 25120 1,191.50 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: $1,191.50 1,187.00 4.50 Total: $1,191.50 7274 )9/12 ?707 TOTAL 1191.5;: Printari • (14 -12 -2008 Payee: EXPRESS PERMITS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11718 771.55 RECEIPT Parcel No.: 2623049079 Permit Number: D08 -298 Address: 17364 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/28/2008 Applicant: BEST BUY Issue Date: Receipt No.: R08 -01823 Payment Amount: $771.55 Initials: WER Payment Date: 05/28/2008 10:01 AM User ID: 1655 Balance: $1,191.50 Account Code Current Pmts 000/345.830 771.55 Total: $771.55 2927 05/28 9711 TOTAL 874.18 doc: Receiot - 06 Printed: 05 -28 -2008 Pro `T . Type of Insp�tion: I 1 Address: C 1 Date Called: Special Instructions: .7-4- Date Wanted: _ L a.m. Requester: Phone N°91/ — 5 0 7 — INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: F1 ,u ; - f ‘Z.".0(06...- / I 1J Date: 'i'1-2941 � O 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: Prod .. 5et / g 2/l/ Type of Inspection: S ?4,r `9 fe a/AK/ Address: /73! 1ri Date Called: Special Instructions: / Date Wanted: /0 C ei //-7-0e p.m. Requester: Phone ,i — 'e 7-.?Vg 7 INSPECTION RECORD Retain a copy with permit 1g PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspecto : Date: to tel 0 $60.00 REINSPECTION FEE R QUIRE!), Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: /1ee--/ .5 p7 { A k -ex e_J ✓.�� I ) L --,...:,-,1 c u d e e.A cc... 0 Called: Special Instructions: lI Date Wanted: l 0 - ` 4 ' a.rr1 p.m. Requester: Phone N yo ti ,_ 34 5,7 A Project: Type of Inspection: i ,, A P A\ C 1 ''�� 6 e:S I �J� Address: D ate L 4 � L � nI Kc-' by Called: Special Instructions: lI Date Wanted: l 0 - ` 4 ' a.rr1 p.m. Requester: Phone N yo ti ,_ 34 5,7 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. ❑ Approved per applicable codes. Corrections required prior to approval. ' E1 $60.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec Date: /0 _9 -vim Receipt No.: 'Date: Project: Type of Inspectio Addr �/ Date ailed: SpeciAI Instructions: J to Wanted: ,�! a.m. Requester. Phone No: Z?4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Z proved per applicable codes. ❑ Corrections required prior to approval. / COMMENTS: t _S freo% ' 4-404/ 6 63-v ("; Date: g 2 � „ .245 ❑ $60.00 REINSPECTION FE( REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: R-e fr may Type of Inspection: ,r ( Address: i 3109 S c PAik Date Called: Special I nstructions: • Date Wanted: , fr ��a.m." 9 - 2G -`V p.m. Requester: Phone No: OCA1- 21S' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . RApproved per applicable codes. El Corrections required prior to approval. g COMMENTS: ❑ $60.0Q`�EfNSPECTION FE paid at 6300 Southcenter REQUIRED. Prior to inspection, fee must be lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 4 of Sprinklers: N,, -_' Type of I spection: VI - _ 4r -c _ -4_,v u4 Address: i -- )3 6 y Suite #: . c , go/C ci 7 Conta Person: e l — e ) 14/1 Special Instructions: • Phone No.: /4/- 'b) - 3q07 Needs Shift Inspection: of Sprinklers: N,, -_' Fire Alarm: '; :Hood & Duct: Monitor: ° Pre -Fire: Permits: - • Occupancy Type: ;y � �•�••: tii`�..t'.�:'1'T✓a1lM��A�.i : 5417M!^. �£ k41�1 A:' a' �Na4 .W�"�±J{E.'_ :�„'i *'1ti'1n - �.....�F')S'r 39^ Y}H'�•'L. 4�.'a 's�E*_': INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 3 199.8 - -_— _ - oct PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 R Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. Date: /o` 0g $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 e COMMENTS: ck Ins r: Hrs.: Project: , // � � Sprinklers: ' Ty { p �y e /' o � f � Inspection: _ Address: 1 Suite #: ) 73 L -f S. (. orgy Contact Person: 1 Special Instructions: / Phone No.: Needs Shift Inspection: Sprinklers: ' Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: msamtsgQ6.1 rat 46 Tors mcred, 9 INSPECTION NUMBER VI - Approved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT A.K INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 S 61(0 a • PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Se C. >v Inspector: s l y • I mate: /b/'3/43 Hrsi: D08- 798 CORRECTION LTR# AST Project Number: WA -1003 PPLE COPY Permit No. Structural Cal,c datiQns for Permit Submittal New Ring Display Truss Support Musical Instruments Sales Area Best Buy Store #447 17364 South Center Parkway Tukwila, WA 98188 Revision 1: July 8, 2008 p 4a Prepared by: Advanced Structural Technologies, Inc. 2626 East 82nd Street, Suite 235 Bloomington, MN 55425 (952) 854 -9302 tel. (952) 854 -9690 fax www.astmn.com Engineering Inspection Testing Thermography RECEIVED JUL 222008 PERMIT CENTER AvT Advanced Structural Technologies, Inc. SCi5,4t i, Oest4 -J PAroloyvaibro 5 s , p • `I LAOS J Project 8 �/9 r- littik. Date • LI - v8 By PES Sheet of BBY #447, 17364 South Center Parkway, Tukwila, WA 98188 Puget Sound t17364'Soiicenter-Pkwy, Sea{tie; 17364 Southcenter Pkwy Seattle, WA 98188 CQugar'�'° Mountain ' Park 1 ,Cougar ,Mountain ; Cougar Regional Mountain WildiandPa p , aR eP,C 0 mi 2 Copyright m 1988 -2005 Microsoft Corp and /or its suppliers. All rights reserved nap //www microsoft com /streets/ © 2004 NAVTEO All nghts reserved This data includes information taken with permission from Canadian authorities ® Her Majesty the Queen in Right of Canada. © Copyright 2004 by TeleAtlas North America, Inc. All rights reserved 4 6 Project Name = BBY MI #447, Tukwila, WA Date = Fri Jun 27 14:54:21 CDT 2008 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.415 (Ss, Site Class B) 1.0 0.484 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 1.415 (SMs, Site Class D) 1.0 0.734 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45 Longitude = - 122.26 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D- Fa= 1.0,Fv =1.516 Period Sa (sec) (g) 0.2 0.943 (SDs, Site Class D) 1.0 0.489 (SDI, Site Class D) Advanced Structural Technologies, Inc. Project RCA T %AAA' 1 In/11 Date By PES Sheet of „ . . • i ; _Suipw i• ; : . , = i ! : • • • s ' i ■ ; 1 f i I ; t i i ' 6 i ic_PLAY C4 i ; i Aii, , _IICA,A i : ......: , 1 . • • p(14 t ilA.1 1-411 •:, - lc) 14 ;, . , . ; , ; , , 1 s ; '. , ; ; : ; • • • : i. i : : • , :. 14 : , vi” , i 1 - 0 -, i 114 f ''CA I WI N 6 .1.1 _ 1 -5 Cl ud 4 - i) Illi yqi.61- ' f f • • . -1 . i . _I Po ei 0 I fi - : u.0,4 i : • f • 1 1 * t f14/4e. L_LifillitS i%r.'r .5 ) i . : • i Q-ati re )1 4 '• t ! ° '.' 1J I ‘4'% 0-c 1-4,). 1)- 1 - i t 1. , .7* 1 : 1 . .-- : „ = 6 ; 3°V 11.4/t 41g l L 1 ' 1 .1‘ t 10 . 1 F41 P 4 i I-CitO cir--• : C tt-C 1 ':::: : i , , F t , ! 4 -; :°-" 611113:s-H-- o . : • , = i CiA $L,b Sc . C,.r-..-1/ , le , 2. q cs , " s ) ;:) :. 1 I. • ..... i : 7 i ; ; ! • i , , , • i „ FC „ j%.fert:Ci :: C i,Lbt-ift I g : ,-- ' e' 0 c... : 4 , 1 -veAS: - -H i k • : 1 , : i i „ i F'Oitt S166. r ; 1 ; • _ • ; i_ i _A. ; ; i 1 1 _ • , ' •:_ ! 1 . it.ou0 ili' ; I. ';,_ : -f L inA)4 ! 4Vir7 . : I .Pq 6 ivi. - -r G _.. 4 r . ets . _-_ •4 c.,4 c.j 1.-4;) ,- .. re.4,. .1-if‘AA, i__ iteArp,"4. :kilsA 46 ; 1+-04-0 a ; 1 ; I ; . : , ; --+ : I ! . . - . • . , ! : i—' — --4 1 1 : , • : • • . ; -1 • ••,, • , 1 ; Nti . . - • - , 1 134 .6 :: (4 ititor ti ,6 rt4 4_ • i. t. ' • I 4fz. ' rl- - t --. 1 LtAiksr,-7 i Plipoo e (Id ci)----- 4 )L. :11 6 il)= -: ail . F*tli , • f : _...i._ • I . -+ -----; -i------- — 1--t---4- , • • : : ; ; , *1 .- i f (2 4 . , . ■ < . I ! --- • cy . ( is n. (._/ i ..,, , 1 -/4 _ m ; . . i I . • I . . . - ! 1 . . • ; I 1 '. • = ■ ! i I I i : 1 7 1 1 1 : - 1 1 I • . 1 i i ; 1 ! I • ' 1 . • . , - 1 = I 1 i I - - I — • Advanced Structural Technologies, Inc. Project RCA T %AAA' 1 In/11 Date By PES Sheet of Advanced Structural Technologies, Inc. D S PLAY TzUsS . $ - 4 PPGftiir lett& r ... . _ 146.�Xr S1 ! - Gam€'' S I`' � ''� 1S. S T661.' _1 v' S.TS' S it a try B 4' 5;66 L. se, . Q,;r 06i S- 7 4_14„.1 e.vir4 _ D -/l 4 . s ! t .: T 4 ± .: h Ai .t),:h 50. SPcc,► FL, c s,j zsf o 7 el 6 6 “.. `.. ON); Aee.. 5 ei ►^- U .�'►q�._ L fi► -6 SC's rJ 14+ f !a 6' s--' 1'116 .1 T + 5s S fit. pp Oj 1.$ Li 0( rr u 6 E t!*t4 ,$ w616'i1 1 ' 15 t u PP cr , is 110 b tr4s4 S PA'S .Z C T!z- - - .0 A . -- ..1 i:.0 11.9 . j o A P 6 O t) 6 t& 1)- c 7 t TO ; p T ^44 sc� '.,_ {2-6 t,>{, e J _ L C i _.p rr ; o „ Hr 1.1 6 .r /Z,44; t4 p: A O F i 144, TG'`` 1, 1 H6 40 f :A L t i•.r T 14 ;5 cam, FO' -_. " sCC LAOJ r.Y:P(cAwY IC) S P .P._CM ' 1610 Project 6ST S WY 44 CA/5 tG I 1`7 Date7 -1 -& By PES Sheet of 1 i ... _ .. • ! • .P;!' T' j 1 , I ! 1 f ' In-: • t :l c 1. L rya,` )ova' ( 1 i 4 rr 1 o � t A.. L 1 }_ _'_ , Fb � , . 0 =,o y31, i/ i Z y - G f f BSc Pk) 36 t #:i i P_PTPP: 1 (414, f a , 5: p - R• ► N.b 7 1 tAS t I Ai F. - r!,,,io, I '' OA c i t t f - :1-6)1 *S .4A-411 . �D A + 6 )1-k... • I | � F- _' � . • - -i L__ | i i � .. ..._' ....... .�... _. .... �... .. _... .... , __..._ 1 i i 1 t 1 i. L , jj t � } l L _1 Advanced Stnictural Technologies, Inc. Project R6sT qua 1,.151 Date By PES Sheet of SQ -C3 9.84ft. (3.0m) CIRCLE / 4 x 90 DEGREE ARCS 11 7/16" (290mm)OVERALL WIDTH 2" (50mm) OUTER DIAMETER TUBING 3/4" (20mm) DIAGONAL BRACING 0.08" (2mm) WALL THICKNESS UNIT WEIGHT 1121bs. List Price: $2699.95 Square Truss Circular Arcs / Constructors Model SQ -C3 - Global Truss America, LLC Page 1 of 1 Rachel Hedlof From: Rachel Hedlof [rhedlof @cmarch.com] Sent: Thursday, April 17, 2008 11:34 AM To: 'Jessica Iverson'; 'Brian Niehaus'; 'Ty Carlson'; 'Angie Feulner; 'Pablo Villamil' Subject: Emailing: Square Truss Circular Arcs - Constructors Model SQ - - Global Truss America, LLC.htm return to: previous page or Square. Truss Circular Arcs / Constructorsitem list 4/17/2008 Take me to a Section P6a, gas au,4 rnAzcr.v14,•-■ WY Of M G -6f6'6 H &c ni G Mom TRA,44 f t L 46 ItV 1rCITAL, 1.414 14A 8S w ?, Home I Products I How to Purchase I Catalog I Contact Us I Employment I News I Support I Forum I Downloads I Gallery Copyright © 2008, Global Truss, All Rights Reserved. Legal and Privacy Disclaimer From: Jessica Iverson [jiverson @cmarch.com] Sent: Monday, April 28, 2008 1:59 PM To: Paul Stole Subject: FW: best buy MI ring truss FYI — See below Thanks, Jessica L. Iverson Paul Stole 4/29/2008 CMA_Signature_Image C.M. Architecture, P.A. 219 North Second Street, Suite 301 Minneapolis, MN 55401 -1454 p 612.338.6677 d 612.547.1374 f 612.338.2995 www.cmarch.com From: Nelson, Greg (Construction) [mailto:Greg.Nelson @bestbuy.com] Sent: Monday, April 28, 2008 1:53 PM To: Rachel Hedlof Cc: jiverson @cmarch.com Subject: RE: best buy MI ring truss The items that are getting hung from the truss are light systems. These are no more than 1251bs total. Ores" Nelson Construction Project Manager Best Buy Company 7601 Penn A.,e South Richfield, MN 55423 -3645 D: 612-291-7570 C: 612-845-4219 F: 952-430-4727 From: Rachel Hedlof [mailto:rhedlof @cmarch.com] Sent: Monday, April 28, 2008 1:45 PM To: Nelson, Greg (Construction) Cc: jiverson @cmarch.com Subject: best buy MI ring truss Page 1 of 2 Greg, We need to get the total weight of the display items to be hung on the ring truss for a response to city comments. AST Advanced Structural Technologies, Inc. a -ivy. cb Few- PA,T G .s f ar ' 0 131 Z CA)211.. -4 V . TIE OF fA 4..6_s F'A cT6N' € f // r � !' i 'P M. P 1-! 6 4 V, f t. 1 tf 4 .-1 . L,J' i 1 r e (, CG.... ins t- £t661. Project B' Date By PES Sheet of J�A'61.P /✓v 7 rthe -P3 - Project Info Project Address B eat Buy D ate 5/15/2008 17364 South Center Parkway For Building Department Use Tukwila, WA Applicant Name: En Engineering Applicant Address: 670 w County Road B, Roveville, MN Applicant Phone: 651.771.0s 4- 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 200E Washington State Nonres'dential Energy Code Compliance Forms FILE COPY DE C OIw P IyqONCE APPROVED AUG - 71ooe C 8 UILDI f Tukwila DIVISION 1)0S- 238 Revised July 2007 RECEIVE MAY 2 8 2008 PERMIT CENTEF Project Info Project Address B Buy Date 5/15/2008 17364 South Center Parkway For Building Department Use Tukwila, WA Applicant Name: Kg' Engineering Applicant Address: 670 W County Road B, Roveville, MN Applicant Phone: 651.771.0880 Project Description 160 ❑ Plans Included requirements. ❑ New Building ❑ Addition a Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 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 160 Retail 1.50 2002.0 3003.0 160 Display (footnote 10) 1.50 864.0 1296.0 161 Retail 1.50 153.0 229.5 162 Retail 1.50 276.0 414.0 162 Display (footnote 10) 1.50 280.0 420.0 163 Retail 1.50 152.0 228.0 164 Retail 1.50 148.0 222.0 164 Display (footnote 10) 1.50 192.0 288.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6100.5 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 160 Line Voltage Track Lighting 72 50.0 3600.0 1612x4 Troffer 2 90.0 180.0 162 2x4 Troffer 3 90.0 270.0 162 Line Voltage Track Lighting 20 50.0 1000.0 163 2x4 Troffer 2 90.0 180.0 164 2x4 Troffer 2 90.0 180.0 164 Line Voltage Track Lighting 12 50.0 600.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 6010.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -I NT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 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 1.0 Courthouse 1.2 Police and fire stations" 1.0 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 hair" 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: Q Warehouses, storage areas or aircraft storage hangers Q Other lifii Qualification Checklist Lighting ❑ Check Note: If occupancy type is - Other' and fixture Fixtures: if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms - Uni Li Power Allowance (L Revised July 2007 rvvuwlcl IYI I QYIC 1.7 I 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. Cooling Equipment Schedule E ID Brand Marne Model No.' Capadty Btulh Total CFM OSA CFM or Econo? SEER or EER IPLV Location 941 •" - 3 7 NttJ E % 'fcD ISl 04 aSi,000 S0 °° 9t®S Ili foaF (EXtSAA 1J6 ) Project Info Project Address 1-1 3 Ffit- P kt/. _ Date 1i tcw t L A, W/ 13U8 g For Building Dept. Use i� FILE cc Applicant Name: Applicant Address: Phone: • CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2100 Washington Slate NorveddenUel Energy Code Compliance Forme Project Description Briefly describe mechanical system type and features. fides Plans I'll- ‘"ttifi ao 4 re/'h a t % G n tr�� k r v w J truvNes.t rod M grew vVp VK 04 Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2on7 li Simple System O Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH•SUM for simple & icbmplex systems.) Equipment Schedules The following information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required Information below. Heating Equipment Schedule Equip. ID 5000 Equip. ID Brand Name' (�lN (Ex( 51 Br Name t Model No. yca 151 ct4 Model No. Capacity Btu /h CFM Total CFM SP OSA dm or Econo7 gIQf Fan Equipment Schedule A HP/BHP Input Btuh 1 5 0 1000 Flow Con Output Btuh I 22,060 KitvILW CODE CO APR Efficiency' ED FO MPLIAN tOVED iUILDING DIV SI C CE N EIVED 282008 IT CENTER System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: E Constant Vol? E Spilt system? 0 Air cooled? Packaged sys? <20,000 Btuh? • Economizer incll • If Heating Only: y <70% outside air? • <5000 cfm? • CITY OF TUKWILA - BUILDING DIVISION 2008 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) M EC H -S U M Decision Flowchart Use this flowchart to determine If project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START System Type Air Cooled, Constant Vol? <5000 <70% OSA Reference Section 1421 Simple System j Allowed (section 1420) I Ca <20,000 tuh? otaf wo economize <240,000 Btuh r 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdo a <54,000 tuh? Heating Only E.)41sN L (Liu -3 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project. Mechanical 2006 Washington Stale Permit - - Checklist Nonresidential Energy Coda Compliance Forms 1 iVIECH =CHK • Revised July 2007 20 Q q Project Address 11 ' 0 p � e Q , e , s , 1, f _ eA I t 1 �1 ( Da te The following information Is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Applicability I Code (yes, no, n.e.) Section I Component Information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance ki,Q f 1411.4 Pkg. elec. htg.& cig. Ust heat pumps on schedule t k f SI Nf !iii 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency (i • S- A/6 M A4 1411.1 Combustion htg. Indicate intermittent ignition, fiue/draft damper & jacket loss 1412 HVAC controls Yes 1412.1 Temperature zones indicate locations on plans I V. 1412.2 Deadband control Indicate 5 degree deadband minimum . m 1412.3 Humidity control indicate humidlstat 401,1, 4g i 1412.4 Automatic setback Indicate thermostat with nigrtt setback and 7 Jiff. day types A / e)( I S9,v6 44 f 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage I Iv A 1412.4.2 Optimum Start Indicate optimum start controls M 1412.5 Heat pump control Indicate microprocessor on thermostat schedule iv - 1412.6 Combustion htg. Indicate modulating or staged control A/. A. 1412.7 Balancing Indicate balancing features on plans N k 1412.8 Ventilation Control indicate demand control ventilation for high - occupancy areas Al A • 1422 Thermostat Interlock indicate thermostat interlock on plans f x I Sr Way `- ' 7� j 1423 Economizers Equipment schedule t XI) T i A/c' 1413. Air economizers* 1413.1 AIr Econo Operation Indicate 100% capability on schedule to 1413.1 Wtr Econo Operation Indicate 100% capacity at 4$ degF db & 40 deg F wb Iv 1413.2 Water Econo Doc indicate cig load & water econoe & cg tower performance ND 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification indicate direct evap or fog atomization w/ air economizer 1414 Ducting system WI 1414.1 Duct sealing Indicate sealing necessary (h_ 2. V, f 1414.2 Duct insulation indicate R -value of insulation on duct _ 2 4i J 1415.1 Piping Insulation Indicate R -value of Insulation on piping 1 V1- 7, 1416 Completion Requirements i1/1) 1416.2.1 Commissioning Provide commissioning plan , ye S 1416.2.2-3 Sya.Bai & Func.Test indicate air and water system balancing & functional testing IV ii 1416.2.4 Commissioning indicate O &M manuals, record drawings, staff training 1416,2.5 Comm. Report indicate requirements for prelim. & final commissioning report ND 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer -y ,1 - - q, . . .• -�. • • • • ecions .h t - . 1440 Service water htg. 1441 Elec, water heater Indicate R -10 Insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation indicate R -value of insulation on piping 1452 Heat Pump COP . Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree•control l 2006 Washington State Nonresidential energy Code Compliance Form architecture • planning • interior design 219 North Second St. Suite 301 Minneapolis, MN 55401 -1454 p 612 - 338 -6677 f 612 -338 -2995 www.cmarch.com Fort Worth, TX Minneapolis, MN Dallas, TX Austin, TX College Station, TX Oklahoma City, OK Lawrence, KS BRUCE M. CARLSON ARCHITECT July 8, 2008 Mr. Allen Johannessen and Ms. Joanna Spencer City of Tukwila Community Development Dept and Public Works Dept. 6300 Southcenter Blvd. Tukwila, WA RE: Best Buy Musical Instruments 17364 Southcenter Parkway Tukwila, WA Dear Mr Johannessen and Ms. Spencer: Building Division: • 0 Project No. 08101.064 Sent Via: hand delivery I am writing in response to your comments received from your plan review for the above referenced project. If there are any additional questions that you have, please feel free to contact me directly at (612) 547 -1352. Thank you for your time in getting the permit process completed. Please forward your comments in duplicate to Bruce M. Carlson, 219 North Second Street, Suite 301, Minneapolis, MN 55401 -1454. 1. Please provide more specific details for the truss ring that identifies type of materials, weight and complete dimensions of the truss ring. Provide an analysis of the roof truss system to show it is sufficient to support the combined weight of the turss ring and all its components. See attached S1 sheet and calculations. 2. Provide details with specifications for all connections of the unistrut and cable connections. Details shall show or identify spacing for all vertical and horizontal seismic bracing of the truss ring. Public Works Department: See attached S1 sheet and calculations. 1. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross connection control program to protect the public water system from contamination via cross connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brough up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the . , \//Ii�vb CORRECTION DOB JUL 22 2008 PERMIT GENTEF • Landlord is in the process of obtaining a test and will submit as soon as possible. Sincerely, supply to the building. The city as determined that the subject building has deficiencies to the landscape irrigations. a. Landscape Irrigation The existing landscape irrigation Double Check Valve Assembly is not current on the required annual testing. Please have the DCVA tested by a certified tester and submit passing test results to Public Works as soon as possible. BRUCE M. CARLSON, ARCHITECT /aef Enclosure: (5) Structural drawings and calcs. • 0 June 11, 2008 Devon Redmon 1327 Post Avenue, Suite H Torrance, CA 90501 RE: CORRECTION LETTER #1 Development Application Number D08 -298 Best Buy Musical Instruments —17364 Southcenter Py Dear Mr. Redmon: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Holt Permit Coordinator encl • Cityof Department of Community Development File No. D08 -298 P:\Petmit Center \Confection Letters\2008\D08 -304 Correction Ltr #1.DOC wer 0 Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Building Division Review Memo Date: June 2, 2008 Project Name: Best Buy Permit #: D08 -298 Plan Review: Allen Johannessen, Plans Examiner 0 Tukwila Building Division Allen Johannessen, Plan'Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide more specific details for the truss ring that identifies type of materials, weight and complete dimensions of the truss ring. Provide an analysis of the roof truss system to show it is sufficient to support the combined weight of the truss ring and all its components. 2. Provide details with specifications for all connections of the unistrut and cable connections. Details shall show or identify spacing for all vertical and horizontal seismic bracing of the truss ring. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • 0 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on the landscape irrigation. a) Landscape Irrigation The existing landscape irrigation Double Check Valve Assembly (DCVA) is not current on the required annual testing. Please have the DCVA tested by a certified tester and submit passing test results to Public Works as soon as possible. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 9, 2008 PROJECT: Best Buy Tenant Improvement 17364 Southcenter Pkwy REVIEW #: 1 PERMIT NO: D08 -298 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow is tested by a certified tester and passing test results submitted to Public Works. A separate letter was mailed to Kimco Realty Corporation representing the property owner. (P:Joanna/Comments 1 D08 -298 PW) ACTIVITY NUMBER: D08 -298 DATE: 07 -22 -08 PROJECT NAME: BEST BUY SITE ADDRESS: 17364 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: : ui f. ing Division ICJ Complete Approved Notation: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Public Works DETERMINATION O COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Approved with Conditions Fire Prevention Structural Incomplete n TUESITHURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 07 -24 -08 DATE: DATE: Planning Division Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 08 -21 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -298 DATE: 05 -28 -08 PROJECT NAME: BEST BUY SITE ADDRESS: 17364 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART t ENTS: ubli� Wgrks Q I Structural TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-29-08 Complete Comments: Please Route Documents/routing slip.doc 2 -28-02 • PLAN P �EV I EVI R / SLIP 1 Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: 0 00 R 6` Ire Prey Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n n DATE: DATE: Planning Division Permit Coordinator Not Applicable No further Review Required n DUE DATE: 06 -26 -08 Not Approved (attach comments) 1 Permit Center Use Only CORRECTION LETTER MAILED: 4)rti/Or) Departments issued corrections: Bldg le Fire ❑ Ping ❑ PW (YI Staff Initials. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 14100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www:ci.tuk iila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/2- Plan Check/Permit Number: DO S Z9 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bed- Y Project Address: / 7 3 4 1 50 ca /-1 e 4 - P rk Contact Person: 192 i (Lim / le /J1 c_h Phone Number: 310 -32-ffs - 6,30e) Summary of Revision: _ / )- no�= >Lz / . oYr A- 2455 r' Sheet Number(s): 51 lapplications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 ovicwi- Steven M. Mullet, Mayor Steve Lancaster, Director fr14 / e RECE CffY OF T()! W/uk 1.01. 22 1111; PERMIT CENTER "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: 1 Entered in Permits Plus on ?'- Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 TRAVELERS CAS & SURETY COMPANY 104585964 05/16/2006 Until Cancelled $12,000.0004/27 /2006 3 WASHINGTON INTERNAT'L INS CO 59036670 05/16/2006 Until Cancelled 05/16/2006 $12,000.0003/20 /2006 2 WASHINGTON INTERN'L INS CO 5400690013905/16 /200205/16/2006 $12,000.0009/18 /2002 1 WASHINGTON INTERNATIONAL INS 54006900139 05/16/2000 05/16/2002 $6,000.00 Name Role Effective Date Expiration Date SCHERER, DAVID K 01/01/1980 SCHERER, TERRI L 01/01/1980 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company T D S CONSTRUCTION INC 9417956100 4239 63RD ST WEST BRADENTON FL 34209 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 602038806 ACTIVE TDSCOI "000KR CONSTRUCTION CONTRACTOR 5/19/2000 9/19/2010 TDSCOI*088BW GENERAL UNUSED Business Owner Information Bond Information Insurance Information I Company I • https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= TDSCOI *000KR • I Effective I Expiration ICancellImpairedl Page 1 of 2 Received 09/12/2008 Best Buy Musical Instruments Contacts PROJECT DEVELOPMENT MANAGER / CONSTRUCTION MANAGER: GREG NELSON Phone: (612) 291 -7570 E- MAIL.,: greg.nelson @bestbuy.com Architect BRUCE M. CARLSON, AIA 219 NORTH SECOND STREET, SUITE 301 MINNEAPOLIS, MN 55403 -1454 Phone: (612) 338 -6677 Fax: (612) 338 -2995 Contacts: RACHEL HEDLOF EMAIL: rhedlof @cmarch.com (612) 547 -1328 ANGELA FEULNER EMAIL: afeulner @cmarch.com (612) 338 -6677 ARCHITECT PROJECT #: 08101.064 KARGES & ASSOCIATES (MECHANICAL) 670 WEST COUNTY ROAD B ST. PAUL, MN 55113 Phone: (651) 771 -0880 Fax: (651) 771 -0878 EMAIL: ccwelbig @kfi- eng.com Contacts: CAMERON C. WELBIG KARGES- FAULKONBRIDGE, INC. (ELECTRICAL 670 WEST COUNTY ROAD B ST. PAUL, MN 55113 Phone: (651) 771 -0880 Fax: (651) 771 -0878 EMAIL: eahaefner @kfi- eng.com Contacts: ERIC A. HAEFNER BRUCE M. CARLSON architecture • planning • interior design Mechanical / Electrical Project Directory BUILDING DEPARTMENT: PERMIT CENTER 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 Contacts: COMMUNITY DEVELOPMENT DEPARTMENT Phone: (206) 431 -3670 Fax: (206) 431 -3665 Doors, Frames and Hardware Twin City Hardware 723 Hadley Avenue, North Oakdale, MN 55128 Phone: (651) 731 -7132 Fax: (651) 735 -1800 EMAIL: lboomer @tchco.com Contacts: Lang Boomer T CH Twin City Hardware Revisions Vicinity Map .. an =fir ; ... A;1 'M �aava !LIMED REVIEWED FOR— CODE COMPLIANCE APPROVED AUG - 7 700 C . Of Tukwila BUILDING DIVISION A r \ BRUCE M. CARLSON STATE OF WASHINGTON m CO V) SQ. FT. GALLS FZETAIL: 44 SF TOTAL: 2.44 S= CONCEPT: CONCEPT DATE=: o5 -I P yob STORE NUMBER: 44i i ERMIT SET ISSUE DATE; 05 -162 -OS REV. DATE SCALE: NO SCALE COVER SHEET CS -1 0 z 70 - V) rrn 0 Lo C 0 J LGJ 1 • 1 - _ F-- CO 0 M � M z -- 0 W " .s W NW = Z W J_ z� a � ZN2o_u_w CE Sheet Index CS -1 COVER SHEET CS -2 SYMBOLS / ABBREVIATIONS Other AS -1 SITE PLAN Architectural A -1 FLOOR PLAN A -2 SCHEDULES, LEGENDS & DETAILS A -3 FLOOR COVERING PLAN A -4 REFLECTED CEILING PLAN A -7 INTERIOR ELEVATIONS A -11 SPECIFICATIONS AND RESPONSIBILITY SCHEDULE A -12 SPECIFICATIONS Fixture Plans F -1 FIXTURE PLAN F-2 INTERIOR ELEVATIONS W/FIXTURES ■ ( Mechanical M -1 HVAC PLAN AND DETAILS M -2 SPECIFICATIONS Electrical (../ E -1 E -2 E -3 ELECTRICAL LIGHTING ELECTRICAL POWER ELECTRICAL SPECIFICATIONS Permit Pear review Approval of the violation approved PLAN PLAN FILE CO! N 1,.... a approval Is subject to errors and orrslons. con struction documents does not authothe of any adopted code or ordinance. Receipt Fi Copy and dons is acknowledged: Ay D a t e : c7 of T ukwa NOTE: I No than RE VlS lQN S 9es shall be of work without prior Tukw ila Bu ildi ng Revisions will r and may include a d e d it�iORa! made to the sco Di approval o s a l I �31a W re•�l W te RECEIVED MAY 2 8 2000 PERMIT CENTEF 0 08. 218 SEPARATE PERMIT REQUIRED FOR EMechanical p Electrical V umbing 'G Piping ! City of Tukwila BUILDING DIVISION A AI 1 PI Revisions Best Buy Musical Instruments Contacts PROJECT DEVELOPMENT MANAGER / CONSTRUCTION MANAGER: GREG NELSON Phone: (612) 291 -7570 E- MAIL.,: greg.nelson @bestbuy.com Architect BRUCE M. CARLSON, AIA 219 NORTH SECOND STREET, SUITE 301 MINNEAPOLIS, MN 55403 -1454 Phone: (612) 338 -6677 Fax: (612) 338 -2995 Contacts: RACHEL HEDLOF EMAIL: rhedlof @cmarch.com (612) 547 -1328 ANGELA FEULNER EMAIL: afeulner @cmarch.com (612) 338 -6677 ARCHITECT PROJECT #: 08101.064 KARGES & ASSOCIATES (MECHANICAL) 670 WEST COUNTY ROAD B ST. PAUL, MN 55113 Phone: (651) 771 -0880 Fax: (651) 771 -0878 EMAIL: ccwelbig @kfi- eng.com Contacts: CAMERON C. WELBIG KARGES- FAULKONBRIDGE, INC. (ELECTRICAL 670 WEST COUNTY ROAD B ST. PAUL, MN 55113 Phone: (651) 771 -0880 Fax: (651) 771 -0878 EMAIL: eahaefner @kfi- eng.com Contacts: ERIC A. HAEFNER BRUCE M. CARLSON architecture • planning • interior design Mechanical / Electrical Project Directory BUILDING DEPARTMENT: PERMIT CENTER 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 Contacts: COMMUNITY DEVELOPMENT DEPARTMENT Phone: (206) 431 -3670 Fax: (206) 431 -3665 Doors, Frames and Hardware Twin City Hardware 723 Hadley Avenue, North Oakdale, MN 55128 Phone: (651) 731 -7132 Fax: (651) 735 -1800 EMAIL: lboomer @tchco.com Contacts: Lang Boomer T CH Twin City Hardware Revisions Vicinity Map .. an =fir ; ... A;1 'M �aava !LIMED REVIEWED FOR— CODE COMPLIANCE APPROVED AUG - 7 700 C . Of Tukwila BUILDING DIVISION A r \ BRUCE M. CARLSON STATE OF WASHINGTON m CO V) SQ. FT. GALLS FZETAIL: 44 SF TOTAL: 2.44 S= CONCEPT: CONCEPT DATE=: o5 -I P yob STORE NUMBER: 44i i ERMIT SET ISSUE DATE; 05 -162 -OS REV. DATE SCALE: NO SCALE COVER SHEET CS -1 0 z 70 - V) rrn 0 Lo C 0 J LGJ 1 • 1 - _ F-- CO 0 M � M z -- 0 W " .s W NW = Z W J_ z� a � ZN2o_u_w CE Abbreviations 4 AB ACC ACAUS Act AD ADD ADJ ADMIN. AFF AGG AF4J AHU AL Anchor Bolt According /Accordion Acoustical Acoustical Ceiling Tile Area Drain Addendum Adjustable /Adjacent Administration Above Finished Moor Aggregate Authority Having Jurisdiction Air - Handing Unit Aluminum ALT Alternate /Alteration ANOD Anodized AP Access Panel /Apron Panel APPROX Approximate APT Apartment ARCH Architect /Architectural ASPH Asphalt AVE Avenue AVG Average AWP Acoustic Wall Panel SG BD BITUM BL BLDG BLKG BLVD BM BOT BP BR Cz BSMT BTWN BUR BUJ 0 c CeIsius /Centigrade CAB Cabinet CAP Capacity CARP Carpet GB Catch Basin /Chalkboard CD Ceiling DiFFuser GEM Cement CEM PL Cement Plaster CER Ceramic CG CH CHRL CI GIP CJ CL CLO CLKG CLO GLR CLSR CMU CO COL COMP CONC CON) CON■ CONST CONT COORD CORR CR CT CTR CTSK CU CW d Penny (nails) db Decibel D Clothes Dryer DBL Double DECO Deciduous DEPT Department DET Detail DP Drinking Fountain/Douglas Fir DIA Diameter DIAG Diagonal PICA Drilled In Concrete Anchor DIF DlFfuser DIM Dimension DISP Disposal DL Dead Load DN Down DR Door/Dra1n 05 Down spout DSP Dry Stand Pipe MD Dishwasher DWG Drawing DWR Drawer EA EB EJ EL ELEC ELEY EMERG E■AM ENTR EP EQ EQJ EQUIP ETR RUG EXC Excavate/Excavation EXH Exhaust EXP Expansion EXST(E) Existing EXT Exterior FA FAB FB FBD FBO FD FDC FDN FE FEC FP FG FH FHC FHMS FHWS 1'IG FIN Flo FIT FL FLASH FLOUR FM Foe FOC FOF FOIL 1'TIC FOIY FOM FOS FP FR F5 FT FIG Furl PURR FUT PUP Bottom of Curb Board Bituminous Building Line 'Building Blocking Boulevard Beam/Bench Mark Bottom Building Paper Bearing Basement Between Built -Up Roof Bottom of Wall Corner Guard Coat Hook Chair Rail Cast Iron Cast In Place Control Joint Center Line Gelling Caulking Closet Clear Closer Concrete Masonry Units Clean Out Column Composite /Composition Concrete Condition Connect /Connection Construction Continuous Coordinate Corridor Cold Rolled Ceramic Tile /Curtain Track Center Countersunk Cubic Cold Water East Each Expansion Bolt Expansion Joint Elevation Electrical Elevator Emergency Enamel Entrance Electrical Panelboard/End Panel Equa I/Earthquake Earthquake Joint Equipment Existing To Remain Electric Water Cooler Fahrenheit Fire Alarm/Forced Air Fabricate Fiat Bar Fiber Board Furnished By Owner Floor Drain Fire Department Connection Foundation Fire Extinguisher Fire Extinguisher Cab Factory Finish Float Glass Flathead Fire Hose Cabinet Flathead Machine Screw Flathead Wood Screw Furnished and Installed by Contractor Finish Furnished and Installed by Owner Furnished and installed by Tenant Floor Flashing Fluorescent From/Factory Mutual Research Corporation Face Of Brick Face of Concrete Face of Finish Furnished by Owner Installed by Contractor Furnished by Tenant Installed by Contractor Furnished by Owner Installed by Vendor Face of Masonry Face or Studs Fireproofling) Freezer/Fire Restardant Full - Size/Floor Sink Foot or Feet Footing Furnace/Furnish Furring Future Flat Wall Paint G G GA GALY GB GBD GC GO GFRC GFRP GL CLAM GYP H 14B HC HCW HDi3D HDNR HDR HDWD HDWE HM HORIz 14P 14R 1-1T P IG HW HWR E G ND NsP NST NSUL NT J JAN JST JT KIT K O KP L L LAB LAM LAv LH LHR LKR LL LP L.P. LSG LT LTWT M/5 MACH MAINT MA5 MAT MAX MCW MDF MDO MECH MEMMB MT MIL MEZZ MFR MG MR MO MOD M5 MTD MUL N N NO./' NOM NTS 0 0/ OA 00 OD OFD OPNG OPP O5B P PB PeB P50 PC PCD PER FERP PG PH PL PLF PLAS PLYW PNL PNT POL Gas Gauge Ga Ivanized Grab Bar Gypsum Wallboard General Contractor Garbage Disposal Glass Fiber Reinforced Concrete GIae5 Fiber Reinforced Gypsum Glass Fiber Reinforced Plaster GIa55 /Glazing /Glazed Glue- Laminated Wood Gypsum Hinge/1412h Hose Bid Handicap/Hollow Core Hot and Cold Water/Hollow -Core Wood Hardboard Hardener Header Hardwood Hardware Hollow Metal Horizontal Horsepower /High Point /Heat Pump Hour /Handra I I Height Heating Hot Water Hot Water Return nside Diameter /inside Dimension nvert Elevation nsulating Glass ndlcated nspectlon nstallation nsulation nterior Janitor Joist Joint Kitchen Knock Out Kick Plate Left /Length Laboratory Laminated Lavatory Left Hand Left -hand Reverse Locker Live Load Low Point Loss Prevention Laminated Safety Glass Light Lightweight Mirror with Shelf Machine Ma intenance/Ma inta in Masonry Material Maximum Mineral Core Wood Medium - Density Fiberboard Medium - Density Overlay Mechanical Membrane Entry Mat Carpet Tile Metal Mezzanine Manufacturer/Manufacturing Mirror Glass Manhole Mirror Masonry Opening Module/Modify Mirror with 5helf/Machine Screw Mounted Mullion North Number Nomina I Not -to -Scale Over Overall On- Center Outside Diameter Overflow Drain Opening Opposite Oriented Strand Board Pa int/Power Pegboard Plaster Baseboard Particleboard Precast Paper Cup Dispenser Perforated Perpendicular Plate Glass Phase Plastic Laminate Plastic Flooring Plaster Plywood Panel Pa lnt Polish PP Push Plate PR Pair PRE FAB Prefabricate PT Preservative Treated/Pofnt/ Post - Tensioned PTD Paper Towel Dispenser PTDU Paper Towel Dispenser 4 Waste Receptacle PIN Partition PVMT Pavement QT QTR Ras R4D RB RCP RD RECEP RECEPT RECT REF REINF REQ RES RET REY RH RM RO ROW RP RRL RT RUL 54R SAN 5G SCD SCHED scw sD SEC SECT 5F SFC SGEN SHR SHT SHTG SHY SLR 5MR 8Ms SND GNU SQ 55 SST ST STC TD ST STO R SUBFL SURF 5U5P SYM T T4B TaG TB TCC TD TOW TEL TEMP TER TF TG THK THR T0D TOIL TOI. TOP T05 TOW TED YP Li UBC UC UNPIN UNO UR UTIL V v4R VCT VERT v.l�. VOL VP VT VWC vis W/O W/ WAiN WC WD UDW WF LUG WW WP WR WT Quarry Tile Quarter Riser Backer Rod and Sealant Radius Rubber -Base Reflected Ceiling Plan Roof Drain Reception Receptacle Rectangular 'Reference/Refrigerator Reinforced Required Resilient Reta ining/Return Revision Robe Hook/Round Head/Right-Hand Room Rough Opening Right Of Way Radius Point Rub Rail Rubber Tile Rainwater Leader South/5helf Shelf and Rod Sanitary Solid Core Seat Cover Dispenser Schedule Solid Core Wood Soap Dish/Soap Dispenser Second Section Square Feet Special Floor Coating Semigloss Enamel Shower Sheet Sheathing Sheet Vinyl Sealer Sheet -Metal Raceway Sheet -metal Screws Sanitary Napkin Dispenser Sanitary Napkin Waste Receptacle Square Service Sink Stainless Steel Stone Sound - Transmission Class Standard Steel Storage SubFloor Surface Suspended Symmetrical Top/Threshold/Tread/Toilet Top E Bottom Tongue 4 Groove Towel ear/Tack Board Top of Curb/Top of Concrete Towel Dispenser Towel Dispenser 4 Waste Telephone Tempered/Temporary/Tempera ture Terrazzo Top of Footing Tempered Glass Thick Threshold Top of Deck Toilet Tolerance Top of Pavement Top of Steel Top of Wall Toilet Paper Dispenser Typical Uniform Building Code Under Counter/Undercut Unfinished Unless Noted Otherwise Urina I Utility Variable/Varnish/Varies Vinyl - Composition Tile Vertical Verfly In Field Volume Veneer Plaster Vinyl Tile Vinyl Wall Covering West/Water /Clothes Washer /WATT Without With Wa in€cot Water Closet Wood Window Wide Flange Wire Glass/Wire Gauge Water Hea ter Work Point/Waterproof Waste Receptacle Weight Symbols REVISION REFERENCE ENLARGED PLAN ROOM IDENTIFICATION SYMBOL DOOR/SPUTTER SYMBOL WALL TYPE REVISION SYMBOLS PROPERTY LINE FINISHED ELEVATION EXISTING ELEVATION DIMENSION NOT TO SCALE ELEVATION MARKER OR WORK/CONTROL MINOR ELEVATION MARKER MATCH LINE NORTH ARROW COLUMN OR GRID LINE DETAIL REFERENCE WALL SECTION REFERENCE MINOR SECTION REFERENCE INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE uu11111111111, w 0 0 A.2 e i- Vg<>< >< ><>o < G Y - Txxxxxx CaTxxxx OFFICE S2 +6925' OR f +54.T1(E) (NTS) +138.12' 4. REVISION NUMBER ENLARGED PLAN REFERENCE S1 -IEET NUMBER ROOM NAME ROOM NUMBER FLOOR NUMBER DOOR NUMBER REFERENCE NUMBER ADDENDUM OR BULLETIN NO. BEST BUY REVISION DIRECTED BY ARCI- 4ITECTURE BEST BUY REVISION DIRECTED BY VISUAL MERCHANDISING BEST BUY REVISION DRIVEN BY A CORRECTION OR CLARIFICATION BEST BUY DIRECTED BY SITE SPECIFIC ISSUES REVISION LOG NUMBER SHADED PORTION 15 SIDE CONSIDERED PROJECT NORTH GRID LINE LINE BETWEEN GRID OR COLUMN LINES GRID LINE DETAIL REFERENCE NUMBER SHEET NUMBER SECTION NUMBER SI-EET NUMBER SECTION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER General Notes 1. THESE DRAWINGS ARE TI-IE PROPERTY OF BEST BUY CORP. NO CHANGES TO THESE DOCUMENTS, EITHER IN WI -TOLE OR IN PART, MAY BE MADE WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE INDIVIDUAL WHOSE NAME AND SIGNATURE APPEARS UPON THE DOCUMENTS. 1. S. 2. WORK SHALL BE COMPLETED IN ACCORDANCE WIN ALL APPLICABLE CODE REQUIREMENTS AND ALL STATE AND FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. 3. THESE DRAWINGS DO NOT CONTAIN INFORMATION WITH REGARD TO CONSTRUCTION SAFETY PROCEDURES. THE CONTRACTOR 15 RESPONSIBLE FOR CONSTRUCTION SAFETY AND SHALL PERFORM WORK IN ACCORDANCE WITH STATE AND /OR FEDERAL CONSTRUCTION SAFETY GUIDELINES. 4. THE OWNER SHALL PAY APPLICABLE ENVIRONMENTAL UTILITIES FEES AT BUILDING PERMIT ISSUANCE. 5. GENERAL CONTRACTOR TO THOROUGHLY REVIEW TI-ESE PLANS, VISIT THE SITE, VERIFY DIMENSIONS BEFORE SUBMITTING A BID, AND NOTIFY THE ARCHITECT OF DISCREPANCIES. 6. ITEMS 51-1011N AS N.I.G. ON PLANS MAY REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. INSTALLING CONTRACTOR(S) ARE RESPONSIBLE FOR OBTAINING EACH REQUIRE PERMIT. TENANT SIGNAGE SHOWN 15 NOT A PART OF TI-115 WORK (NIL.). PERMIT FOR TENANT SIGNAGE BY OWNER FOLLOWING ITEMS INCLUDED TO THE DEFERRED SUBMITTAL: 1. EXTERIOR SIGN 2. SPRINKLER SYSTEM 9. MAINTAIN EXISTING FIRE LANES. 10. VERIFY IN FIELD, ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH SITE IMPROVEMENTS PRIOR TO THE START OF CONSTRUCTION. ALERT ARCHITECT AND ENGINEER TO DISCREPANCIES BEFORE PROCEEDING WITH WORK 11. REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CITY OF TUKWILA. 12. BUILDING HEIGHTS AND ELEVATIONS Sl -IALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED. 13. ENSURE FINISH MATERIALS WILL BE FLUSH WITH ADJACENT SURFACES AND JOINTS, (EXCEPT WHERE INDICATE OTHERWISE). 14. GENERAL CONTRACTOR 15 RESPONSIBLE FOR OBTAINING PERMITS AND PAYING APPLICABLE FEES PRIOR TO TI-4E ISSUANCE OF A BUILDING PERMIT. THESE FEES SHALL INCLUDE, BUT NOT BE LIMITED TO, THOSE FEES REQUIRED BY CITY ORDINANCES SUCH AS TRAFFIC IMPACT FEES, NOISE FEES, PUBLIC FACILITIES FEES, FIRE IMPACT FEES, AND REGIONAL TRANSPORTATION IMPACT FEES. a DURING CONSTRUCTION, ACCESS SHALL BE PROVIDED TO AREAS OF THE SITE COMPLETELY AROUND STRUCTURES. 16. ELECTRICAL PANELS, FiRE EXTINGUISI -IER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH DRYWALL AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL Tl- IICKNESS REQUIRED FOR ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. 11. PROVIDE DOUBLE STUDS, BLOCKING, BRACING AND BACK -UP PLATES WHERE REQUIRED TO SUPPORT EQUIPMENT, MISCELLANEOUS ITEMS, IF_, TYPICAL CASEWORK, CABINETS, GRAB BARS, TOILET ACCESSORIES, FIXTURES, SIGNS, I-4AND RAILING, ETC. IS. COLUMN LINES SHOWN ON FLOOR PLANS WILL HAVE COLUMN LINE INDICATOR BUBBLES SHOWN ON THEM. THESE BUBBLES ARE FOR REFERENCE ONLY. 19. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING WITH CONSTRUCTION. 20. CONTRACTOR SHALL VERIFY DIMENSIONS AND COORDINATE TRADES. CONTRACTOR SHALL VERIFY WITHIN FIRST 5 DAYS OF COMMENCEMENT. 21. CONTRACTOR 51-IALL VERIFY EQUIPMENT LOCATIONS AND DIMENSIONS AND REQUIRED CLEARANCES OF EQUIPMENT (REFER TO DRAWINGS, SPECIFICATIONS, AND EQUIPMENT MANUALS 4 CUT SHEETS). DRAWINGS REFLECT EXISTING CONDITIONS INCLUDING: COLUMN LOCATIONS AND SIZES, EXIT DOOR LOCATIONS AND SIZES, AND ROOF TOP MECHANICAL UNIT LOCATIONS. 22. SYMBOLS, ABBREVIATIONS, AND NOTES MARKED "TYPICAL" OR "TYP." SHALL APPLY IN ALL SIMILAR CIRCUMSTANCES, UNLESS OTHERWISE NOTED. 23. PROVIDE CLEANUP AND REMOVAL OF DEBRIS FROM PREMISES CAUSED BY TH15 WORK. 24. BEFORE SUBMITTING BID PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS 4 DRAWING5, EACH CONTRACTOR AND SUBCONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES W/ ALL EXG. CONDITIONS BEFORE PROCEEDING. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION 514ALL APPLY AND THE CONTRACTOR SHALL NOTIFY NE ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES. NOT REPORTING ANY SUCH UNSUITABLE CONDITION WILL CONSTITUTE ACCEPTANCE OF CONDITIONS BY CONTRACTOR AND /OR SUBCONTRACTOR 25. NO HAZARDOUS MATERIALS, LIQUIDS OR CHEMICALS SHALL BE STORED OR USED WITHIN THE SUBJECT BUILDING AS TO REQUIRE A HAZARDOUS CLASSIFICATION PER APPLICABLE CODE. 26. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED NO MORE THAN 45" AlP. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING LIGHT FIXTURE SUPPORTS A5 REQUIRED. 21. GENERAL CONTRACTOR SHALL SECURE LOW VOLTAGE PERMITS PRIOR TO BEST BUY INSTALLATION. 25. UTILIZE THE FOLLOWING SUPPLIERS FOR LIFT TRUCK RENTALS, PROVIDE SUPPLIER BEST BUY ORDER NUMBERS - OBTAIN FROM BEST BUY PROJECT MANAGER HERTZ EQUIPMENT RENTAL: - E -MAIL: centrafresel rtz.com - PHONE: 55S -T11-3500 - FAX: SSS -T -3582 - PRIMARY CONTACT: MELISSA MARCHESE UNITED RENTAL: - E -MAIL: mynationalaccounteur.com - PHONE ST1-481-6255 - FAX: 203 -402 -5951 - PRIMARY CONTACT: ANDREA NEIRA 29. STRUCTURAL ENGINEER TO SUBMIT SEISMIC ZONE AND STRUCTURAL DRAWING CALCULATIONS TO THE BUILDING DEPARTMENT. STRUCTURAL ENGINEER TO CONFIRM REQUIREMENT FOR SUBMITTING SEISMIC CALCULATIONS FOR STORE FIXTURES. Applicable Codes Fire Department Notes ZONING MUNICIPALITY BUILDING ADDRESS OCCUPANCY CLASSIFICATION CODES BUILDING CODE MECI- IANICAL CODE PLUMBING CODE ELECTRICAL CODE FIRE PREVENTION CODE ENERGY CODE ACCESSIBILITY CODE /LAWS BUILDING DATA CONSTRUCTION CLASSIFICATION SPRINKLERED OCCUPANCY - EGRESS, MERCANTILE, SALES GALLERY 2002/30 = ('S OCC MERCANTILE, MUSIC ROOMS 130/30 = 24 OCC TOTAL OCCUPANCY EXITS REQUIRED /PROVIDED 2/2 MAX TRAVEL DIST TO EXIT 95' DIAGONAL DISTANCE: 66' -5" 1 /3rd DIAGONAL DISTANCE: 22' -1" DISTANCE BETWEEN EXITS: 30' -9" *NOTE: DISTANCE BETWEEN EXITS MUST BE GREATER THAN 1 /3rd DIAGONAL DISTANCE: THE SPRINKLER CONTRACTOR SHALL CONFIRM FLOW TEST INFORMATION WITH THE LOCAL FIRE DEPARTMENT OR WATER DEPARTMENT. 2. GENERAL CONTRACTOR SHALL PROVIDE REVISED FIRE ALARM SYSTEM DRAWINGS FOR APPROVAL AND SEPARATE PERMIT. SECURE FIRE DEPARTMENT PERMITS AND ACCEPTANCE OF INSTALLED LIFE SAFETY SYSTEM(5), FIRE PROTECTION, AND FIRE ALARM PRIOR TO BEST BUY OCCUPYING THE MUSICAL INSTRUMENTS. 3. A MINIMUM OF ONE 241013C CLASSIFICATION FIRE EXTINGUISHER 51-IALL BE PROVIDED FOR EVERT 3000 5F. AND PLACED NOT TO EXCEED 15' TRAVEL DISTANCE. MOUNTING REQUIREMENTS AND LOCATIONS SHALL BE COORDINATED AND ARE SUBJECT TO FIRE DEPARTMENT APPROVAL. CITY OP TUKWILA 11134 SOUTI- ICENTER PKWY TUKWILA, WA 9S1S8 MERCANTILE 2000 INTERNATIONAL BUILDING CODE 2006 INTERRNATiONAL MECHANICAL CODE 2000 UNIFORM PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 WA STATE ENERGY CODE ICC /ANSI A111.1 V N - EXISTING BLDG YES - EXISTING SECTION 1004, TABLE 1004.12 2 - 132 S.F. 92 OCC REVIEWED Fbir CODE COMPLIANCE PRIME AUG - 7 2008 BUILDING DIVISION RECEIVE' MAY 2 8 2008 PERMIT CENT T F n Qn s w r d= ° r � � ❑:W CC 7 wN �Ezmuild : o v3 W C.) _1 � 000 wi- › c7j 0 cc 5449 z 0 co cc w U cc m REGISTERED ARCHITECT BRUCE M. CARLSON STATE OF WASHINGTON U7 w SCALE: NO SCALE SQ. FT. GALLS RETAIL: 2'144 SF TOTAL: 20144 CONCEPT: MI CONCEPT DATE: STORE NUMBER: 447 i ERMIT SET ISSUE DATE: 05-1 67-00 REV. DATE A SYMBOLS / ABBREVIATIONS CS -2 AM EXIST 1I G ZA $ YBri PYT ENAN 8 000 S.F. 1 � I O 0 ACK. EASEMEN 0 0 GAS -Q1== EFL F -; 1NG SFAC TRANSITION TO EXIST NG SIDEWALK BY CONTRACTOR: NOTE: EXTERIOR LIG ITING UNDER CANOPY, REF 2143.4 0 NEU + - ) 4,`BS 1 -S"I STRIPING 0 L IMI TS OF FAD 1 1 OFE 'rTY L INE - T-- _ 3 1 - /All TYPE "5" 501- S - TYI . AS READ 3Y SITE CONDITIONS RE: 6. ,4--11 b 0: i ok AI �. �r�r f�'�,.1�1 !e ir.�i'' ' tom K i r vipmifir-4.FArroraw.dwr• Ainir-dipar.agrAl Asir , , ■p , ,A., F o goer V „ir A J ,1 40 r ': . -- ,ri ill iAAANrAur,A�r:�r�r�rArAm t ,f A ' i t 44 err I►� rr � � / � � r '�l Iwo 11 0 . A .& 0 MX j dr Ala' Ar ar Ar f - ar* W 40f, %I 7 A Ziff ' Alf A A , v Ar Atio A A r r 6 VA A r Aop' r / , - wir A 40verr / , _.,,.... A, 4 A ---- .4,--- -7- - zfAror - Air 7 „-..darippr , ---, o r ji III A ck. A, _,A _,A0 A , AS f , A, . 'rig . 4 _ SF' i*FAI - 10/62I--. -1 1 - 4 9 aprWigrAr .4-.. ;A r elP i r 4 7 1 :-*TAO Arirly ' W Sr Aralr #1111 riiirAdar 7.4.§210 4 reiriz zr 7 e ,F) IC .,•' TRANSITION TO EXIST ING SIDEWALK SY CONTRACTOR SS' _SII +1- EXISTING CO CiRET- ACCESSIGLE AT+ -1 EXISTING SITE NO WORK Tl1S PERMIT NOTE! "S21.1 .CEI' TE FA WA LOCATED WEST OF LARKING LOT. 0 0 n 0 0 ELECTRICAL COMPACTOR PAO 40' x 10' x " CONC. PAC) cEINF W1TH 6 T< 6 ----1 2.`,3 1,112 .S WW1 MIN. C ) C ✓ n � n n u n � OVER ro" GRANULATED FILL., VERIFY UI /STRi.ICT. 1316. 77' 0 0 0 opviENNED FOR -1 \ CAr'iw i - PP RONED _ 2,000 OW Of UM Oa l 0 \OT , F o L u A \ \ OuM - \T AS \STUc 10\ rDOGJM STS AiRcHITEc I S. DAT SHoWS SIT I\ CO co /mil /ee_ 0 0 C 0 0 RECEIVED MAY 2 8 2008 PhRMI T CENTER �e 1_ T T L I 4. T 5. 5449 BRUCE M. CARLSON STATE Of WASHINGTON 0 cc _ z OOONa ca O W Z ,,,,, � V ♦° N U _1 w ( � O) I DJ E — I— co M L CC c5a m 5 '�"' ° .,:t � Q Z ^N 0 Z .. U J Z „~ c, - 0 � 0 cn W "0� o El �OJ - W W N O U= .a =mow � m¢m ZN�a.�w SG. FT. GALLS RETAIL: 2c144 S TOTAL: 2 44 SF CONCEPT: MI CONCEPT DATE: Qs -18 -08 STORE NUMBER: 447 r FERMIT 5E7 ISSUE DATE: 05-16-08 REV. D ATE SCALE: NO SCALE SITE PLAN REGISTEREQ ARCHITECT AS -1 z z t'! / (6) EQ. SPACES (7) EQ. SPACES O PLAN NOTES: EXISTING 1155 COL A 1 /8" = 1' -0 TIE OFF LATERAL BRACING CABLES @ JOIST TOP CHORD PANEL POINTS C DETAIL r 38' -0" PARTIAL ROOF FRAMING FLAN DISPLAY TRUSS MAX. MAX. WEIGHT = 300# 5EE ARCH. DRAWINGS FOR ADDITIONAL INFO \N/ \\7 71 I . FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS. EXISTING 1155 EXISTING STEEL JOIST GIRDER COL 2. SEE ARCH. DRAWINGS FOR NEW PARTITION LAYOUT AND LOCATION OF NEW WORK IN THE STORE. 3. SEE ARCH. DRAWINGS FOR ANY DEMO WORK TO EXISTING PARTITIONS. EXISTING STEEL ROOF DECK 4. IT IS ASSUMED THE EXISTING BUILDING WAS CONSTRUCTED IN CONFORMANCE WITH THE ORIGINAL STRUCTURAL DRAWINGS NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES WITH ACTUAL EXISTING CONDITIONS. 5. VERIFY SIZE OF DISPLAY TRUSS AND LOCATIONS OF HANGERS. SEE PLAN 7 — EXISTING STEEL DECK 5 -I EXISTING STEEL JOIST UNISTRUT P I 0 I 0 CHANNEL NUT w /y2 "- 13 CAP SCREW @ EACH UNISTRUT, PROVIDE x I y2" x I %2" PLATE WASHER @ BOTTOM OF JOIST UNISTRUT P 1 000115 EACH SIDE OF TRUSS SUPPORT RING WITH (4)/a" CABLES EQUALLY SPACED AT (4) POINTS ALONG THE OUTER RING. PROVIDE LATERAL SUPPORT WITH (4) PAIRS OF DIAGONAL CABLE BRACES ALONG THE INNER RING. ORIENT LATERAL CABLES @ APKOX. 45° EA. DIRECTION. LOOP SUPPORT CABLES AROUND DISPLAY TRUSS PANEL POINTS. FASTEN CABLES TOGETHER @ ALL ANCHOR POINTS w/ CABLE CLAMPS. B/ RING TRU55 — SEE ARCH. DISPLAY TRUSS BELOW VERIFY LOCATION ELEVATION w/ ARCH. EXISTING 5TEEL J015T5 EXISTING 5TEEL J015T5 CL TRUSS EXISTING STEEL JOIST GIRDER EXISTING STEEL JOISTS 42' -0" _, RRECTION 4 EXISTING STEEL JOIST GIRDER EXISTING H55 COL EXISTING STEEL JOIST GIRDER 4945 494949449,--- REVIEWED FOR CODE COMPLIANCE A `PROVED AUG - 7 2008 A KEY PLAN RECEIVED JUL 22 2008 PERMIT C NTEF 1 1)6$ - z98 City Of Tukwila BUILDING DIVISION ❑ Z a w i WZ 0— 7 0 -- wmw z cA UWmEL5'W �00W¢O <Z> I-OZ OO.OZO F wI_=ww rzr_m�. T J w g § 0 00w 2 7 of r 0 a w c c = o ccq J U W w r- U x U w 0 m S S -1 U 1 7 SCALE: AS NOTED 0 PLANS, SECTIONS & DETAILS Z O O nrn E 0 in 0 JW in I I s — F- CO M ▪ U 5 M r O co &) z^ E z W o 0 ° : la] N O 2 Zw J ZZ a � �ZOX� Zc o u w SQ. FT. CAL.CS RETAIL 2- / s TOTAL: 2e/ i SF CONCEPT: Mf CONCEPT DATE: 03 -1S -O8 STORE NUMBER: 44 F izMIT SET ISSUE DATE: REV, DATE A 1-8-00 5449 i BRUCE M. CARLSON STATE OF WASHINGTON cc w SCALE: AS NOTED REGISTERED ARCHITECT FLOOR PLAN A -1 d) Z 6 ( - I Opr n .Q E O W Z , t co N c c, Co JWr 1 s J -- 'co L CC 0 Z �� 140 Z - 2 V . � o c - (up ° M� W 4_ IX 1 O j r W�� W N a v =Z J � �U i ZZ Q CC US � o zo mam ZN2Qaw SO. FT. GALLS ReTAIL: 2°144 SF TOTAL-: 2c144 S CONCEPT: N1 CONCEPT DATE: 05-1 5-08 STORE NUMBER: 447 PERM I T SET ISSUE DATE: OS-16-OS REV. DATE i I ,I E I WALL TYPES - LEGEND: SEE SHEET A-4 FOR CEILING HEIGHTS SEE SPECIFICATIONS FOR STUD SPACING o I I A NC 0 1. EXISTING SPRINKLER RISER TO REMAIN. 2. ALL ROOM DIMENSIONS ARE INSIDE WALL CLEAR DIMENSIONS. 3. ALL FIXTURES WILL BE FURNISHED 4 INSTALLED UY BEST BUY CO, UNLESS OTHERWISE NOTED. 4. REFER TO ELECTRICAL DRAWINGS TO DETERMINE LOCATION OF UNDERFLOOR CONDUIT FOR ELECTRICAL AND LOW VOLTAGE. 5. INSTALL CORNER GUARDS ON ALL UNPROTECTED OUTSIDE CORNERS, SEE 3/4-2. 6. PROVIDE DEEP LEG TOP TRACK NOT FASTENED TO STUDS, SEE 1 /4-2. ADDITIONALLY, PROVIDE VERTICAL EXPANSION JOINTS AS REQUIRED TO PREVENT CRACKS iN WALLS. 1 PROVIDE HORIZONTAL BRACING AT TOP OF WALLS FREE STANDING, SEE 4/A -4. 8_ PAINT EXG MET DECK AT OPEN CEILING IN SALES AREA "PT -2, C -34" INCLUDING DUCTWORK, STRUCTURE, CONDUIT, PIPING, ETC. DO NOT PAINT OVER ANY FLOW NOTES OR SPRINKLER HEADS_ g- ENCLOSE LIMITS OF CONSTRUCTION FROM FLOOR TO DECK ABOVE W/ 6 MIL CLEAR POLYETHYLENE SHEET_ PROVIDE AiR- TIGHT SEAL AT TOP AND SEAMS, HANG EXCESS MATERIAL ON FLOOR TO PREVENT PASSAGE OF DUST AND FUMES. 10. SPACE WILL BE CLEARED OF FIXTURES AND PRODUCT PRIOR TO THE CONSTRUCTION START. 11. REMOVE EXG LIGHT FIXTURES, SECURITY EQUIP., SENSORS, AND SICSNAGE THROUGHOUT LIMITS OF CONSTRUCTION_ COORDINATE AND RELOCATE ITEMS AT THE DIRECTION OF SSE - SECURITY DEVICES ARE BY OWNER'S CONTRACTOR. 12. ALL EXG AND NEW CASHWRAPS ARE ADA COMPLIANT 13. GC TO INSTALL BBE PRDVDED VINYL SASE IN AREAS OUTSIDE OF MUSICAL INSTRUMENTS AFFECTED BY CONSTRUCTION. 14. ALL GYP BD AND PLYWOOD SHEATHING SHALL HAVE FASTENERS AT MAX 6" O.C. 15. ACOUSTICAL SEAL ALL WALL AND CEILING PENETRATIONS AND WALL PERIMETERS. USE FIRE RATED ACOUSTICAL SEALANT WHERE REQUIRED BY CODE- PROVIDE GASKETfNG AT ALL ELECTRICAL OUTLETS AND OTHER PENETRATIONS, TYPICAL ROOMS 161, 162, 163, 164. 16. RESILIENT SOUND ISOLATION CLIPS - (RSIC -1) ARE TO BE SPACED AT 12" O.C. VERTICALLY AND 24" O.G. HORIZONTALLY FROM ID' -ID" AFF TO HEIGHT OF CEILING iN MUSIC ROOMS. ABOVE CEILING, SPACING IS TO BE 24" D.C. V AND 4S" O.C. 1- I0RIZONTALLY. El EXISTING CONC BLOCK WALL. E2 EXISTING METAL STUDS TO REMAIN. Si 6 16 GA STEEL STUDS EXTEND TO UNDERSIDE OF ROOF DECK_ _ _ �.. �...._ .._ 55 3 5/8" STEEL STUDS TO DECK. _ I 1 I 531 3 5/S" IS GA STEEL STUDS TO 12'-6" A.F.F. OR 6" ABOVE CEILING HEIGHT. A I S32 2" METAL FURRING TO 6" ABOVE CEILING HEIGHT. I1 I I 1 1 5 33 2 " METAL FURRING TO DECK. � — •' J Fl 5/8 TYPE 'X' GYP BD TO UNDERSIDE OF ROOF DECK E. - 1 3' -3" , + + + + + + + / r WOMENS F2 5 /0" TYPE 'X' GYP BD TO 6 ABOVE CEILING HEIGHT. 1 1 ! MENS P3 5/8" TYPE 'X' GYP SD TO TOP OF FRAMING 1 114 I F� 1/2" CDX PLYWOOD AND 5 /0" TYPE 'X' GYP SD TO 6" ABOVE CEILING NOTE: NO WORK iS TO BE DONE IN EXISTING TOILET ROOM FACILITIES. 1 115 1 o F9 FILL STUD WALL CAVITY WITH SOUND BATT INSULATION TO MIN 6" ABOVE CEILING. llr EIj3 \ F11 INTERIOR SIDE OF CMU TOOLED FOR FINISHED SURFACE TO BE PAINTED. i e ``� I C I if o F31 1/2" CDX PLYWOOD TO 14' -ID" AFF IN SALES GALLERY OR 6" ASV CLG IN MUSIC ROOMS_ - F32 EXISTING GYP SD TO REMAIN, PATCH AND REPAIR AS REQUIRED FOR IN5TALLATION OF j ? 0 NEW FINISHES. RESILIENT SOUND ISOLATION CLIP - ( SIC-1) F33 W/ 1/5" HAT CHANNELS, 1/2" CDX PLYWOOD AND 5/8" TYPE 'X' GYP BD TO 6" ASV - - _ CEILING F (2) LAYERS 5/8" TYPE 'X' GYP BD TO UNDERSIDE OF DECK o G F35 RESILIENT SOUND ISOLATION CLIP - (RSiG -1) W/ - /S" HAT CHANNELS, AND 5 /S" TYPE 'X' GYP BD TO UNDERSIDE OF DECK j 1 F36 RESILIENT SOUND 15OLATIDN CLIP - (RSiC -U W/ /S" HAT CHANNELS, AND 5/8" TYPE 'X' GYP BD TO 6" ,415V CEILING NOTE: VERIFY LOCATION OF PLYWOOD BACKING FOR ALL WALLS WITH BEST BUY PROJECT MANAGER- 3 EXISTING TOILET ROOM PLAN TYP. X MOD. 4 NOT USED TYP. X MOD. 5 WALL TYPE LEGEND AND GENERAL NOTES TYP. X MOD. SCALE: 1/4" = 1 -0 SCALE: SCALE: N.T.S. O I I I I I I C. c�) I ! l7 (G) (H) T- j 1 L i 2 9 / " 12' -S 1/211 -111 • A 23' -ID 1/411 -3 -i'I 12' -S 3/4" -ilr 12' -4 1/4" E1 El El El 1 I I 0 � I I 1. 1° IA* -1 I 41111111111110, 1 1 _ 8 "' 532 532 `\ • 16 \ 832 532 i 2 ID — E2 I I o F4 F4 _ 4-1 % ° - <. F4 F4 5331--- -- — A A A-1 �" A -1 A -1 1 °� � 8 F35 5 r 51 1 p 531 \ . . �a °` 14 _ N - � , � � 160 %�, /1 ... A - A-1 % A - ..,� � Q F9 �.. F31 O I 11 11 1 ® ® ® ® ® ®®® �- i �i .w . F33 _ A -� �l 1 A -� . F2 A-1 . � — 1 j F35 ROOM 4 531 1162 `" . — F9 n I H A -1 i � , a A --f , := PRACTICES; ROOM 161 5 1 I/ A - A - ,,� iID A-1 -� ' �:., 1 ACOUSTIC ROOM 51 F4 531 F33 1 — i [ 1 1 I Y _ _ ��: l 1=9 X51 JAM F9 F31 J i 1j U / � >< 51 F9 F35 RIDIDM F9 11641 I ` .. -,../ . ' �A�4 � (� , ' ►ar � I 1- ,= L -: -- I F31 F31 F35 1 163 , i 1�1 f ; I I � 1 F36 F36 F35 � 1 � �_ 1 O I 1 m NEI _.__ � I 1 5. _ T �� 1 ' I I _ � 1 --I a, 11. h - -i ; F--i "•* h -- 1.-- F -- f 1 -- 1 �l1� 1 1 1 — HUMI:FA2 IIER 130X OUT, F34 1 D., - 1 F34 F34 1 l -.: I f I } i� H -f 1 SEE 1 12" F34 1 / ..., – • - -- I .......... I '.. 1 { LIMITS OF L CONSTRUCTION NEW f [... 1: .. f • PROVIDE CLEAR, MIN � .. I I I \ r IF - . I j �. 1 FROM DOOR NEAREST FIXTURE I 1 - I j j .. ii - - -- -, 1 1 _ i m t•• a -_a ; • 1 ' �- a a r a - - [- Li - I- I 1 I 1 I I I TT I I 1 CONTRACTOR TO VERI r WALL STANDARD LOCATIONS WITH BEST EUT PROJECT MANAGER L FOP COORDINATION OF PYWOOD BAGIN L ATINS 5AcKIN GG OCO. [ r 1 __ __ _ . .. .. . ' . j TI I } .. +.. 1 . j E2 5/5° GYP BD OVER " Y 1/2 � PL O "'4CKIN RRING -/" G� P AINT EXG ALL 'F, W - 1/C -34 FROM ID AFF TO DECK � �� P �' Al1 7 2 O G �.---- ----- ----------=-- �� Of Tukwila 'I.LI DIVISION 11 _ I .$_� �n Z ZOOS CENTER � ACCESSIBLE O F PATH TRUSS RING ABV, % , - •` / INSTALLED � '� � / f / 4 1 _ _ TRAVEL 1 - - �l _ _ 1 Sl = Fl Fl .. ... ,4- - CONTRACT R, PAINT EXG COLUMN SEE 3/4-4 ° y A J _.. .. [ 1. 1 vq�wi 1 o L_-1 G -33 UP TO 14' -ID" AFF, C-34 ABOVE _ ID II A - - i' • SALES ��o " °' GALLERY _ 1 I >6IDI R m I 1 f 1 C - ' / [ I 111W _.. 4 5IM E tT) -NtH MI M _. 1 f Ift 1 2 I I ; i I i I ; _1 . 1 f I ! I ._ h. + i ; �' ? ' I, FIR' U !I11 1 11 I FAINT END OF WALLS G -33 GYP SOFFIT r ° >1 � DEMO NOTES: 1 j _ ..._:� _ [ . - rI ■It■ n 1. REMOVE EXISTING FLOOR FINISHES AND ADHESIVE THOROUGHLY THROUGHOUT SPACE GDDRDIN WITH SHEET A-3 FOR PREPARATION OF NEW FINISHES II _ - .. — [ I » 4_ - -. �_i �. -. ) - - - - u II - 1 - o- - 1 �.- _ - — — , , � 1 n I .1._ r c_ I I N I �� 1 1 j - 1 [ j - I� f � _ '— - L� 1 C � 1 3 r 1 ! i I 1 o ` 1 ' 1 1 hr - u AFF ro 1 � .. r. _ / - A 2 1 0 - A 2 j / j — Fl F5 F31 ,�► _ - v rr I 1 i 1 k � i I 1 _ I aim f ...i .... i 6 l I_ = �1 I 1 1 ll irl I 1 0 0 ,- PAINT PT-1 1G -32) FLOO TO DE 3 - m FROM CORNER, COORDINATE WITH BEST UY -LLB ri 1 4 f F f O ll --� I H f l 1 i I i l I I 1 t i l it Il I l I ) 1 I r c 4 � ._, _.. _ 1 1 i � . H = — = = a 1 1 1 1 a D H ED PAINT Pt -1 (C -32) DECK TO CORNER, COORDINATE WITH BEST BUY I I / 11 r " 4 -11 6 \ . RECEIVED PERMIT r' r1 �1 ( -Li _I ]) d ) , 1 o � ` Tj } i . A --1 " I 12 - 3 1/2" Fl 4 1 II -- T---t -- 111 � 1 I ...... I ... 1 !r l -L . r � � , -� - -- - -- - - - -- - -4-=.... 1 _. � -. - __. J 1 --- - - LJ _ - - - -- n - x-- - -__ -, 7."7.7,47"7,7, - ;! °.....s -- ( -- - _ , -- - - f - I'-' 1 _ 1 o I va MUT • _ _ - 1 0 - - - ;' 6 3' -1 " ^ mo. ----. ;• : 7 _ " "" ____- _-- .-- __._ -_.-- --- . I= N A1111 2 KEY PLAN TYP. X MOD. 1 ENLARGED FLOOR PLAN TYP. X MOD. SCALE: 1 /16" — 1' -0" SCALE: 1/4" = 1' -0" 5449 i BRUCE M. CARLSON STATE OF WASHINGTON cc w SCALE: AS NOTED REGISTERED ARCHITECT FLOOR PLAN A -1 d) Z 6 ( - I Opr n .Q E O W Z , t co N c c, Co JWr 1 s J -- 'co L CC 0 Z �� 140 Z - 2 V . � o c - (up ° M� W 4_ IX 1 O j r W�� W N a v =Z J � �U i ZZ Q CC US � o zo mam ZN2Qaw SO. FT. GALLS ReTAIL: 2°144 SF TOTAL-: 2c144 S CONCEPT: N1 CONCEPT DATE: 05-1 5-08 STORE NUMBER: 447 PERM I T SET ISSUE DATE: OS-16-OS REV. DATE ALLrINLIN1 DOOR TYF TYP S II 1DO F 4 ALL INTERIOR WALLS, ETC BELOW CEILING: LATEX ENAMEL. SEE SPEC FOR COLOR AND MANUFACTURER. E I YF S INTERIOR EXPOSED STRUCTURE, ROOF DECK, INCLUDING BAR JOISTS, STEEL BEAMS, SPRINKLER PIPE, ELEGTRIG CONDUIT, ELECTRIC BOXES, HVAG EQUIPMENT, COLUMNS, DRYWALL FAINT. SEE SPEC FOR COLOR AND MANUFACTURER. 31 DOOR: KAWNEER 190 SERIES W/ 10" BOTTOM RAIL 3 H ARDWARE: 1 CLOSERS NORTON 1605 BC 1 HINGE SETS K4WNEER STANDARD 7 4' -11" STOREFRONT: KAWNEER TRIFAS 400 EQ EQ FINISH COLOR: CLEAR ANODIZED ALUMINUM GA -2 \ / // CARPET, SEE SPEC. FOR COLOR AND MANUFACTURER. - 9 i` CARPET, SEE SPEC. FOR COLOR AND MANUFACTURER. T T GLAZING. I/4" TEMPERED CLEAR PRACTICE ROOM 0 3' - 0" x - 1' -0" ALUM. CL. ANOD. TYPE - 5 CL. ANOD_ SEE DOOR TYPES 1 PULL ARCHITECTURAL CLASSICS C0 -9 1 PUSH BAR ARCHITECTURAL CLASSICS CP 1 THRESHOLD GASKETED ADA COMPLIANT JAMB SOUND GASKET BY DOOR MANUFACTURER 1 AUTOMATIC DOOR BOTTOM WITH SPRING MECHANISM, NEOPRENE SEAL - PEMKO 41IRL FINISH COLOR: TRIFAS 451 CLEAR ANODIZED ALUMINUM 162 DRUM ROOM 0 CO d W -1 TYPE- D GLAZING: 1" TEMPERED INSULATED FOR SOUND ATTENUATION AI UM INL.1NI FRAME TYPES SEE DOOR TYPES 1 163 A 8 -2 / ALUM. / TYPE - 1 CL. ANOD. SEE DOOR TYPES A 164 ACOUSTIC ROOM 0 3' -0" x T -0" ALUM. -2 1 CL. ANOD. SEE DOOR TYPES 1 A 5' -11 1/2" 's--- -� A 11' -4 3/4" -2 51-0" 1 EQ EQ EQ 3' -O 4" l f/ N cV DOOR OPENING r T DOOR OPENING f T T T T DOOR OPENING DOOR OPENING \ - TYPE- 5 TYPE- 6 TYPE- -1 TYPE- 8 NOTES: - STOREFRONT TO BE KAWNEER TRIFAS 451 CLEAR ANODIZED OR APFROVED EQUAL. - GLAZING TO BE 1" INSULATED FOR SOUND ATTENUATION, TEMPERED WHERE DESIGNATED E3Y "T" - PROVIDE ACOUSTICAL SEALANT AT ALL DOOR AND WINDOW FRAMES DOOR AND FRAME TYRES TYPE- C TYPE -HM 3 HOLLOW METAL HOLLOW METAL ROOM F I NI SH LEGEND (SEE SPEC. FOR MANUFACTURER $ MATERIALS) ABBREVIATION DESCRIPTION AGT -3I 2' X 4' FISSURED, SCORED, MINERAL FIBER SUSPENDED CEILING, INTERIORS, WHITE - I" CEILING GRID TRACK PT -I ALL INTERIOR WALLS, ETC BELOW CEILING: LATEX ENAMEL. SEE SPEC FOR COLOR AND MANUFACTURER. PT -2 INTERIOR EXPOSED STRUCTURE, ROOF DECK, INCLUDING BAR JOISTS, STEEL BEAMS, SPRINKLER PIPE, ELEGTRIG CONDUIT, ELECTRIC BOXES, HVAG EQUIPMENT, COLUMNS, DRYWALL FAINT. SEE SPEC FOR COLOR AND MANUFACTURER. G -3I WALL FINISH PAINT - RED HIGH GLOSS, LEVEL 5 FINISH, SEE SPEC. C -32 WALL FINISH PAINT - RED SATIN, SEE SPEC.. G -33 WALL FINISH PAINT - TAN, SEE SPEC. G -34 WALL FINISH PAINT - DARK GREY, (CEILINGS AND WALLS ABOVE 14' -0" AFF, UON), SEE SPEC GA -2 CARPET, SEE SPEC FOR COLOR AND MANUFAGTURER. GA - 31 CARPET, SEE SPEC. FOR COLOR AND MANUFACTURER. GA -32 CARPET, SEE SPEC. FOR COLOR AND MANUFACTURER. SG SEALED GONGRETE DOOR SCi—EDULE NO. DOOR FRAME HARDWARE GROUP NOTES NO. ROOM TYPE OPENING SIZE MATERIALS FINISH MATL. FINISH 160 SALES GALLERY G 3' -0" x1 HM PAINT HM PAINT 2A 2 161 PRACTICE ROOM 0 3' - 0" x - 1' -0" ALUM. CL. ANOD. TYPE - 5 CL. ANOD_ SEE DOOR TYPES 1 162 DRUM ROOM 0 3' - 0" x T-0" ALUM. CL. ANOD. TYPE - S CL. ANOD. SEE DOOR TYPES 1 163 JAM ROOM 0 3' -0" x 11' -0" ALUM. CL. ANOD_ TYPE - 1 CL. ANOD. SEE DOOR TYPES 1 164 ACOUSTIC ROOM 0 3' -0" x T -0" ALUM. CL. ANOD. TYPE - 6 CL. ANOD. SEE DOOR TYPES 1 ROOM FIN I 5-- S E 7 LE (SEE SPEC FOR MANUFACTURER $ MATERIALS) NO. ROOM FLOOR BASE WALL CEILING GEILING HTS. REMARKS 160 SALES GALLERY CA -2, CA -31, CA -32 4" VINYL PT -I (C- 31/C- 32/G -33/G -34) FT-2 (C -34) OPEN TO DECK 3, SEE SHEET A -3 161 PRACTICE ROOM CA -32 4" VINYL FT-1 (C -33) ACT -31 12' -0" A.F.F. 162 DRUM ROOM CA -32 4" VINYL PT -1 (C -33) ACT-31 12' -0" AFF. 163 JAM ROOM CA -32 4" VINYL PT -1 (C -33) ACT -31 12' -0" A.F.F. 164 ACOUSTIC ROOM CA -32 4" VINYL PT -I (0 -33) ACT -31 14' -0" AFF. N +1 C4 CONT. 18 GA. X S" PLATE WITH (2) #10 TEK SCREWS e 6" O.G. 11 WALL PARALLEL TO DECK WALL PERPENDICULAR TO DECK (2) #10 TEK SCREWS e 6" O.G. (IF WALL OVERLAPS DECK FLUTE (1) SCREW MAY BE USED TO ANCHOR TRACK AND 18 GA PLATE TO DECK). EXST STRUCTURAL DECK CONT. 1S GA X S" PLATE WITH (2) X10 TEK SCREWS 6" D,C, (2) '10 TEK SCREWS e 12" O.C. EXST STRUCTURAL DECK PRIMARY RUNNER 12 GA. SECONDARY RUNNER FRICTION FIT SECONDARY RUNNER IN PRIMARY RUNNER DO NOT FASTEN GYP BD TO PRIMARY RUNNER. ATTACH ONLY TO VERTICAL STUDS AND SECONDARY RUNNER 1 WALL HEAD SCALE: 3" = 1' -O" TYP. X MOD. NOTE: PROVIDE ANCHORAGE AS SHOWN FOR ALL INTERIOR WALL PARTITIONS UON. METAL STUDS o 16" OC W/ 5 /S" GYPSUM SD EA SIDE PROVIDE HILTI X -DNI 32 PSS15 . 16" OC (ICBO *23SS) - SEE FLAN FOR FINISHES. VINYL SASE METAL TRACK WITH 2- TEKS ATTACHED a EA 16" 00 STUD AS REQ (ICED 0 3056 ) EXST GONG SLAB 5 WALL ANCHOR SCALE: 3" =1 TYP. X MOD. 5 /S" TYPE 'X' GYP BD 1/2" PLYWOOD TO 14' -0" AFF (SALES GALLERY SIDE) BACKER ROD AND SEALANT SILL SHIM ALUMINUM STOREFRONT (3) 6" STUDS TO DECK W/ 6" TRACK EACH FACE TO DECK 6 5 /S" 2 JAMB DETAIL AT ENTRANCE SCALE: 3" = 1' -0" TYP. X MOD. NOT USED SCALE: TYP. X MOD. ‘ALL CORNER I CORNER GUARD SAS V` SASE ISOMETRIC i INSTALLATION: PROVIDE AND INSTALL A 4' - HIGH LEXAN CORNER GUARD, SCREW ATTACH BEGINNING AT 6" AFF AND AT 20" OC. 4' X 2 1/2" X 2 1/2 ", 14 G4 CLEAR LEXAN CORNER GUARDS AT 4" AFF AT ALL OUTSIDE CORNERS. ALL EDGES TO SE FILED SMOOTH. METAL STUDS 3 I CORNER GUARD SCALE: 3" = 1' -0" TYP. X MOD. (2) LAYERS 5/S" TYPE 'X' GYP BD 6" (12 GA) TRACK 6" (16 A) STUDS 6" (12 GA) TRACK SHIM SACKER ROD AND SEALANT ALUM INUM STOREFRONT 5/5" TYPE 'X' GYP BD 1/2" CDX PLYWOOD, WHERE INDICATED ON PLAN RSIC -1 SOUND ISOLATION CLIP AND 1/5" HAT CHANNEL 4 8 JAMB DETAIL AT ENTRANCE TYP. SCALE: 3" = 1' -0" SECTION DOOR AND WINDOW HEADER SCALE: 3" = 1' -0" TYP. X MOD. HUMIDIFIER BOX -OUT TYP. SCALE: 3/4" = 1' -0" 1/2" PLYWOOD TO 14' AFF (SALES CALLER SIDE) 5/8" TYPE 'X' GYP 15 DOUBLE STUD TO DE BACKER ROD AND SEALANT SILL SHIM ALUMINUM STOREFRONT 1 -1/4" TRACK, FLOOR TOP OP HEADER D IFFUSER - 0 CK- TO NOTE: LOUVERS SHOULD BE SIZED AND ATTACHED 50 THEY ARE EASILY REMOVABLE FOR MAINTENANCE. PAINT LOUVERS TO MATCH WALL. COVER TOP WITH FRP OR SIMILAR AND TRIM EDGE, COORDINATE OPENING WITH EQUIPMENT. T.O. FRAMING TO CLEAR B.O. DIFFUSER FRAME LOUVER OPENING ASREQ METAL STUD BEYOND SCREW ATTACH FRAMING TO BLOCKING AT S" O.C. MAX STRAP BRACE EACH SIDE LOUVERS WITH CHANNEL EXTEND TO CORNER J CHANNEL, TYP LOUVERS WITH CHANNEL REVIEWED FOR CODE COMPLIANCE APP, .OVER AUG - 7 2088 Cif uIra BUILDING DIVISION z SIZE TO COVER EQUIPMENT V + ELEvATIoN X MOD. 1- z IL a 111 } o gECEM.ED s � Ki AY 2 8 2008 ERM T CENTER X MOD. ARDIMARE SC ED-LE HARDWARE GROUP #2A HINGES VON DUPRIN, 99E0 EXIT DEVICES DETEX EAX500 EXIT ALARM 5Cl -ILAGE 20 -059 MORTISE CYLINDER KEEDEX K -24A GUARD RING CONSTRUCTION CORE LCN THRIFTY CLOSER WALL DOOR STOP 1 PR EA EA 1 EA 1 EA 1 EA EA 1 EA NOTE: 1. ANYTHING THAT GETS PAINTED EXCEPT DRYWALL THAT GAN BE TOUCHED BY FINGERS MUST BE OIL BASE ENAMEL PAINT. 2. PAINT WALL OUTSIDE ENTRY G -32. SEE ELEVATIONS. 3. LEVEL 5 FINISf4 FOR PT- I /C -31. I. SEE 7/A -2 FOR DOOR HEADER DETAIL 2. PAINT DOOR AND FRAME TO MATCH WALL 5449 I REGISTERED ARCHITECT ! BRUCE M. CARL SON STATE OF WASHINGTON A -2 Mb) co � o t o SCALE: AS NOTED SCHEDULES, LEGENDS & DETAILS O z r Z rr w rn - ❑ in �`v J W i 1 1 F- co o ❑ M O m �Z ^N E z Nu, 50. FT, GALLS RETAIL: 2c144 5 TOTAL: 2 4 SF CONCEPT: MI CONCEPT DATE: os- 18 -08 STORE NUMBER: 447 FERMI T SET ISSUE DATE: 05 -16 -08 REV. DATE SCALE: 1/4" = 1' -0" SCALE: N.T.S. ' -g 1/2" CARPET CARPET 12' -S 1/2" CA -32 FLOOR COVERING PLAN SEALED CONCRETE JOHNSONITE EDGE GUARD EG -40 -G SLACK SEE SPEC. JOHNSON ITE CARPET TO TILE REDUCER CTA -40 -H BLACK 11 0 1/4" -- WIT CARPET TO RACETRACK REDUCER NOT: PATCH AND REPAIR EXISTING FLOORING AFFECTED BY CONSTRUCTION GC TO VERIFY EXG RACETRACK FLOORING MATERIAL ON SITE TO DETERMINE PROPER TRANSITION STRIP. VGT TOFARC N IFOtwt fus TYP. 23' -0 1 /S" CA -32 DRUM 1 R171 X MOD. 05 -24 -02 CA -31. 4 CAI -2 X X SCALE: N.T.S. MIDPOI pF WITH U I RA 12' -8 5/8" JAM CA -32 CARPET CARPET NEOPRENE SEAL THRESHOLD, ADA COMPLIANT THRESHOLD @ MUSIC ROOMS ACOUSTf 0 > — <' ) -- { FLOOR NNISH LH -LEND CARPET (GA-2) NOT QUARTER- TURNED CARPET (GA -31) NOT QUARTER - TURNED CARPET (GA-32) QUARTER TURNED NOTES 1. SEE SPEC FOR CARPET COLOR AND STYLE. 2. SEE SHEET A -2 FOR ROOM FINISH SCHEDULE. 16,4 10' - 1/4" 12' -4 1/4" CA -32 TYP. TYP. X X X MOD. MOD. SCALE: 3/4" = 1' - 0" 2'X4' SUSPENDED CEIL SOUND BATT INSULATION 3 5/8" IS GA STEEL STUD 1 /6" HAT CI- 1ANNEL 1111111(1 1/2" CDX PLYWOOD WHERE INDICATED IN PLAN 5 /5" TYPE 'X' GYP BD SCALE: 1 1/2" - 1' - 0" 3' - 0" AGOUST I G ROOM 11641 (2) LAYERS S /8" TYPE 'X' GYP BD RSIC -1 SOUND ISOLATION CLIP 2' -0" OC VERT AND 4' -0" OC HORIZ -- ABOVE CEILING J -BEAD AT TRANSITION T.O. PLYWOOD 14 AFF B.O. ACT 12' -0" AFF SOUND BATT INSUL 1 /0" HAT CHANNEL SECTION AT DRUM ROOM RSIC -1 SOUND ISOLATION CLIP e 1' -0" OC VERT AND 2' -0" OC HORIZ -- STAGGERED FROM 0' -0" AFF TO CEILING HEIGHT PARTITION WALL (2) LAYERS S /S" TYPE 'X' GTP BD, ADD PLYWOOD TO 14' -0" AFF BEHIND GYP' BD 6" MTL STUD e 16" OC RSIC -I SOUND ISOLATION CLIP e 1' -0" 00 VERT AND 2' -0" OC INORIZ -- STAGGERED 5/8" TYPE 'X' GYP BD 1/2" PLYWOOD TO 6" ABOVE CEILING TOP OF PARTITION WALL BEYOND (ACOUSTIC ROOM) NOTE: ACOUSTICAL SEAL ALL WALL AND CEILING PENETRATIONS AND WALL PERIMETERS. USE FIRE RATED ACOUSTICAL SEALANT WHERE REQUIRED BY CODE. PROVIDE GASKETING AT ALL ELEC OUTLETS AND OTHER OPENINGS OR PENETRATIONS - TYPICAL ROOMS 161, 162, 163, 164 SUSPENDED ACT -31 CLG W/ SOUND BATTS ABOVE SIM SIM SOUND BATT INSULATION NOTE: PROVIDE ADDITIONAL LAYER OVER TOP OF WALL TO 3' -0" EACH SIDE OF WALL, TYPICAL ALL WALLS ROOMS 161, 162, 163, 164. 3' -0" 11 1 1 " 1 11 1111111 FENDED CEILING 5 /S" TYPE 'X' GYP BD JAM ROOM 11631 TYP. X MOD. 05 -24 -02 NOT USED SCALE: TYP. X MOD. REVIEWED FOR \ CODE COMPLIANCE1 APPROVED AUG - `7 2008 �� 9 tIuILDI.4c D S .QJ TYP. RECE1VE;) MAY 2 8 2008 PERMIT CENT`S R X MOD. 05 -24 -02 SRUcE M. CARLSON STATE OF WASHINGTON z 0 U SCALE: AS NOTED FLOOR COVERING PLAN A -3 REGISTERED ARCHITECT z z°O (og o (DT U © _c _1- DO c D M M O mN Z " : N N U In ° J W N • a 1- a 11 Z D; 2 ZZN�0_ SQ. FT. GALLS RETAIL: , 144 SF TOTAL: 2 S CONCEPT: MI CONCEPT DATE: 03 - 1 s STORE NUMBER: 447 FERMI T SET ISSUE DATE: 0s- 1 6--08 REV. DATE Lf HT f \G LE EN SEE E -1 SHEET FOR MORE INFORMATION SYM. TYPE GENERAL DESCRIPTION FP 2 X 4' RECESSED FLUORESCENT PARABOLIC TROFFER FPE 2 ' X 4' RECESSED FLUORESCENT PARABOLIC TROFFER W/ EMERGENCY BATTERY BALLAST .-'-' .:; 7p( �l - SHROUDED HID LIGHT FIXTURE, RELOCATE EXG WHERE POSSIBLE v v T31 WALL WASH TRACK LIGHT - WHITE T32 WALL WASH TRACK LIGHT - SLACK ---- p X1 EMERGENCY EXIT SIGN ' E ' XW SURFACE (UNIVERSAL.) EMERGENCY FL OOD LIGHT REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" 4 10 TEK SCREWS e 24 "o: 6" ABV ACT T.O. WALL NOTE: SIM WALLS SHALL BE PLUMB TO WITHIN 1/4" TOP 4 BOTTOM. SCALE: 1 -1/2" — 1'-0" PARTITION WALL DETAIL 6'- e 12' -0" AFF ■■MEN■ ■■■■■■ ■■ir■■ PRACTICE ROOM 1 161 1 ■ak, ACT -31 EQ PARALLEL WIRE BRACING FROM THREADED ROD TO WALL ANCHOR (12 GA BLACK) AND PERPENDICULAR e 12' -0" O.C., TYP 8' -0" v CEILING TYPE AND HEIGHT PER SCHEDULE WALL SIGMAGE BY OWNER 3 5 /5" IS GA METAL STUDS AT 16" 00, SEE PLAN FOR FINISH, EXTEND GBD TO 6" ABV FIN CLG HT TYP. 11 MEM ■EE NEM MEI MEM ■.. r TRACK L IG1 -4T5 e 16' -0" AFF PROVIDE SOUND BATT INSUL OVER THE TOP OF THE WALL TO 3' -0" EACH SIDE NESTED TRACK AND STUDS TO MATCH WALL FRAMING e TOP OF WALL x MOD. ACT -31 12'-0" AFF III " DRUM ROOM 1162 1 2 TRUSS RING,:HtiNG, FROM FRAMING ABOVE. CENTER ABOVE CARPET. SEE 3/A -4 1 EMIE MEI MEE aillllll\ 111•.1 31' -0 1/2" 22' -10" VIF S' -SC/" v OPEN TO DECK NOTE: SEE 2/A -2 FOR BULKHEAD SUPPORT DETAIL. PAINT PT -1 / C -32, SEE ELEVATIONS yr mII\ \111 SCALE: 3/4" = 1' -0" PAINT LINE e 14' -0" AFF S" 14 GA BOXED HEADER MAIN STORE B.O. BULKHEAD . 10' -0" AFF 11601 SECTION @BULKHEAD SALES GALLERY 24' -0" 1163 MEM ■■NEE■ ■ENNEN ROOM ACT -31 e 12' -0" AFF PRIMARY RUNNER 24' -4 " 12 GA. SECONDARY RUNNER MUSICAL INSTRUMENTS 5 /0" GYP BD BRACING BEYOND AT JAMBS ONLY, e la' -0" AFF PAINT PT -1 / C -34 BOTTOM OF — TRACK LIGHT e 14' -0" AFF 1/2" PLYWOOD TO 14' -0" AFF 6" 16 GA METAL STUDS AT 16" O.C. MAX FAINT PT -1 / C -33 EMME ■ENE= MENNEN EXISTING JOIST TYP. NOTES: x EQ ACT -31 14' -0" AFF 11641 ...:+l.? i6:l ux 6: xx+ rrr l•..:�Fffs.Lf. /L:'':.. +./: -y 'f 9 11 1. SEE MECHANICAL FOR SUPPLY AND DIFFUSER LOCATIONS EXISTING DECK MOD. 2. CEILING TILES TO BE CENTERED BOTH WAYS IN EACH ROOM UNLESS OTHERWISE NOTED 3. PROVIDE ACOUSTICAL INSULATION ABOVE ALL CEILING TILE, ROOMS 161, 162, 163, 164, TYP s PROVIDE 2" WALL ANGLE AT ACT, TYP 4 TYP. SCALE: N.T.S. x ACT. CLG. MOD. MAIN HANGER WIRE e 4' -0" OC. MAIN RUNNERS e 4' -0" OC. LEGEND AND GENERAL NOTES SCALE: NTS TRUSS RING SUPPORT SCALE: 3/4" = 1' -O" COMPRESSION STRUT -REF - 1 /A4 - DIAGONAL WIRE BRACING a 12' -0" OC. IN (4) w� DIRECTIONS. TYP. NO. 2 CABLE CRIPPLE HANG FAST SUSPENSION SYSTEM BY CRIPPLE, INC. FOLLOW MFR INSTALLATION INSTRUCTIONS GLOBAL TRUSS AMERICA RING TRUSS 5Q -03, PROVIDED BY BEST BUY, INSTALLED BY FIXTURE CONTRACTOR x MOD. SCALE: N.T.S. N/NNZ 1/2" EMT TIGHT TO STRUCTURE ABOVE 12 GAUGE VERTICAL 1- 1ANGER COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' -0" 00 EACH WAY AND WITHIN 6' -0" OF EACH WALL DRILL 5/32" HOLE FOR 1/5" BOLT 4 LOCK NUT AFTER CEILING 15 LEVEL (4) -12 GA SPLAY WIRES- SPLAYED 90 FROM EACH OTHER e 45° MAX FROM CEILING PLATE COMPRESSION STRUT = N =F�4L NQTLS I. REFER TO PLAN SHEET E -I OR ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION. 2. ALL LIGHT FIXTURES SHALL BE INSTALLED 13Y THE ELECTRICAL CONTRACTOR. 3. Do NOT SCALE FROM THIS PLAN. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL PLANS. 4-. HORN /STROBES, EXIT LIGHTS, EMERGENCY LIGHTS, ELECTRICAL BOXES FOR SIGNS ETC, SHALL NOT BE INSTALLED IN WALL GRAPHICS, BUT DIRECTLY BELOW WALL GRAPHICS. COORDINATE WITH INTERIOR ELEVATIONS ON THE ARCHITECTURAL SHEETS AND FIXTURE FLANS. 5. USE PLENUM RATED GABLE, CONDUIT, BOXES, ETC,. IN PLENUM RATED WALLS AND CEILINGS. SEAL ALL PENETRATIONS COMPLETELY. 5. ANY ADDITIONAL EMERGENCY BATTERY LIGHTING HEADS, EMERGENCY BATTERY EXITS, OR ADJUSTMENTS THAT ARE REQUIRED 13Y THE AHJ FOR THIS BUILDING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 7. GENERAL GONTRAGTOR SHALL PROVIDE FIRE - RESISTANT ENCLOSURE FOR ALL RECESS LIGHT FIXTURES IN FIRE RATED CORRIDORS. SEE ARCHITECTURAL DETAILS. 5. ELECTRICAL BOXES ON OPPOSITE SIDES OF FIRE RATED WALL SHALL BE SEPARATED BY A MINIMUM OF 24" HORIZ. G ALL HOME RUNS SHALL BE 3/4" CONDUIT UNLESS OTHERWISE NOTED. 10. RUN ALL MECHANICAL AND ELECTRICAL EQUIPMENT CONDUIT, AND DUCT WORK TO A MINIMUM OF 20' - 0" A.F.F. CLEAR. COORDINATE THIS WORK WITH OTHER TRADES BEFORE PROCEEDING. 11. ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS AND BOXES AND EXPOSED LOW VOLTAGE WIRE SHALL SE RUN TRUE, PLUMB, SQUARE TO THE BUILDING TIGHTLY WRAPPED OR FASTENED TO STRUCTURE. LOW VOLTAGE RUNS OR EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE WITH WHITE WRAPS. TIE WRAPS MUST BE UNIFORMLY SPACED WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. UNDER NO CIRCUMSTANCES GAN EXPOSED WIRE BE RUN IN FREE AIR OR AT DIAGONALS. 12. ALL DEVICES SHALL BE RECESSED AND CONDUITS CONGEALED UNLESS OTHERWISE APPROVED BY BBE. 13. ALL HANGING ITEMS SUSPENDED FROM CEILING TO BE HUNG IN FLUTE OF THE DECK ABOVE TOP CORD OF JOIST USING UNISTRUT SIZED PER DETAIL OR INDICATED OTHERWISE 5Y STRUCTURAL ENGINEER. 14. ALTERATION OF FIRE PROTECTION TO BE DEFERRED SUBMITTAL BY A LICENSED SPRINKI FR CONTRACTOR IN THE STATE OF WASHINGTON UNDER A SEPARATE COVER. ALL SPRINKLER HEADS SEMI - RECESSED CHROME. 15. THE APPROXIMATE DECK HEIGHT 15 22' -10" AFF. (SITE VERIFIED, NOTIFY OWNER OF EXACT HEIGHTS) 16. PAINT SUPPLY $ RETURN GRILLES IN MUSIC ROOMS TO MATCH CEILING TILE. 17. SEAL EXISTING ABANDONED ROOF PENETRATIONS WEATHER -TIGHT AND FROM DAYLIGHT. INSTALL BURGLAR BARS IN ANY OPENING GREATER THAN 8" X 8 ". E XG METAL DECK EXG STEEL JOIST 2 X 2 X 1/4 STL ANGLE, BRACE TO ADJ JOIST TOP CHORD UNISTRUT P2S - 1A CLAMP UNISTRUT P50001-1S, FIELD COORDINATE WITH UNIT SUPPORT POINTS. MIN (2) CHANNELS, 6' -0" MAX SPAN. SUPPORT RING WITH (4) I /8" CABLES EQUALLY SPACED AT (4) POINTS ALONG THE INNER RING. PROVIDE LATERAL SUPPORT WITH (4) PAIRS of DIAGONAL BRACES ALONG THE INNER RING. BO RING TRUSS .e7) 10' -0" AFF 3/4" EMT, NOTCH OVER MAIN RUNNER CROSS TEE x REVIEWED FOR CODE COMPLIANCE APPROVED AUG -7268 City Of Tukwila BUILDING DIVISION TYP. x NOTE: PROVIDE ARMSTRONG SEISMIC RX SYSTEM AS ANGLE SUPPORT AT WALLS ELECTRICAL METAL TUBING (EMT) ONLY. SIZE (DIA) LENGTH (MAX. HT., 1/2" 4' -0" 3/4" 5' -2" 1" 6' -6" 1 1/4" S' -6" 1 1/2" 9' -6" 2" 12' -6" 2 1/2" 16' -6" 3" 20' -0" NOTE! STRUTS, OTHER THAN EMT. MAY REQUIRE ENGINEERING CALCULATIONS. NOTE: SECURE STRUCTURAL WIRES TO STRUCTURAL STEEL MEMBERS ABOVE. DO NOT ATTACH TO ROOF DECK. TYP. x MOD. MOD. RECEIVED MAY 2 8 2008 MOD. REGISTERED ARCHITECT BRUCEM CARLSON STATE OF WASHINGTON 0 w • J SQ. FT. GALLS RETAIL: 2 4z- SF TOTAL: 2 44 SF CONCEPT: M I CONCEPT DATE: o3 -18 -D8 STORE NUMBER: 447 FERMIT SET ISSUE DATE: Q5 -I6 -OS REV. DATE 0 SCALE: ER T CENTER AS NOTED M REFLECTED CEILING PLAN A -4 -- PROVIDE PLYWOOD SACKING FROM 0' -0" TO 14' -0" AFF, UON 111 z F- 1L z 4 [Q O 0 0_ FT-2 (C -34) PT -1 (C -34) PT -1 (C -33) - / r SALES GALLERY (FRONT) SCALE: 3/16" = 1' -0" 4" VINYL BASE SALES GALLERY (REAR) SCALE: 3/16"-P-0" PRACTICE RM (FRONT) SCALE: 3/16" = 1' -0" - ACT -31 CEILING W /SATT INSUL -- PT -1 (C -33) VINYL. BASE ACT -31 CEILING W /SATT INSUL MOUNT AMP ON TRUSS, SEE ELEC PT -1 (C -33) VINYL BASE 14 JAM ROOM (FRONT) SCALE: 3/16" -1 -0 PAINT LINE i ACT -31 CEILING W /GATT INSUL - FT-1 (C -33) PRACTICE RM (LEFT) SCALE: 3/16" = 1' -0" / ACT -31 CEILING W /SATT INSUL \--PT -1 (C -33) ■ VINYL BASE VINYL BASE 4" VINYL BASE I . _ i_ T 1 1 Pil' -1 (C-132) AND - PLYWOOD BACKING LOCATION F ._ T L 1 -- JAM ROOM (LEFT) SCALE: 3/16"-P-0" - 1. PROVIDE J -BEAD GYP BD TYP. 4,1' EDGE OF - , T - - VINYL SASE CORNER GUARDS SEE 3/4 -2 ACT -31 CEILING W /GATT INSUL PT -1 (C -33) ACT -31 CEILING W /SATT INSUL L PT -I (C -33) 7 ■ VINYL SASE 11 PT -1 (C -33) FIXTURES INDICATED BY DASH LINE, TYP PRACTICE RM (REAR) SCALE: 3/16"=P-0" JAM ROOM (REAR) SCALE: 3/16" = 1' -0" PAINT LINE :.:::::.::..::..:........ PT -2 (C -34) PT -1 (C -34) PT -1 (C -33) ACT -31 CEILING W /GATT INSUL PT -1 (C -33) VINYL SASE PRACTICE RM (RIGHT) SCALE: 3/16" = 1' -0" 'N/N. - ACT -31 CEILING W/SATT INSUL \_ PT -1 (C -33) ■ VINYL BASE FT-2 (C -34) PT -1 (C -34) - JAM ROOM (RIGHT) SCALE: 3/16"= 1' -0" LU z 1— 4 0 0 0 a 0- FIXTURES INDICATED BY DASH LINE, TYP. SEE SHEET F -2 FOR FIXTURE DETAILS. SALES GALLERY (LEFT) SCALE: 3/16" = 1' -0" PT -1 (C -33) - VINYL BASE VINYL BASE ACT -31 CEILING W /SATT INSUL / SIZE TO COVER EQUIPMENT E ,*. w} Pw.7 ZN/N/N -- ..PT -1 (0 -33) - I 1 ACT -31 CEILING W /GATT INSUL L • : LAY-IN CEILING WITH SOUND SATTS SALES GALLERY (RIGHT) SCALE: 3/16" = 1' -0" PROVIDE J -BEAD - AT TRANSITION - PROVIDE PLYWOOD BACKING FROM 0' -0" TO 14' -0" AFF, UON DRUM RM (FRONT) SCALE: 3/16"-P-0" /- PT -1 (C -33) CLEAR 1/4" FLEX' GLASS BOLTED TO WALL ACOUSTIC RM (FRONT) SCALE: 3/16" = 1' -0" r ACT -31 CEILING W /GATT INSUL PT -1 (C -33) DRUM RM (LEFT) SCALE: 3/16" = 1' -0" 4" VINYL BASE VINYL BASE ACT -31 CEILING W /SATT INSUL PT -1 (0 -33) -� VINYL SASE ACOUSTIC RM (LEFT) SCALE: 3/16" = 1' -0" LAY -IN CEILING WITH SOUND SATTS PT -1 (0 -33) DRUM RM (REAR) SCALE: 3/16" - 1' -0" ., U.1 Z 0- z U m O 0 0- 4" VINYL BASE GC TO INSTALL BSE FURNISHED VINYL SASE, TYPE AT EXTERIOR OF MI SPACE NOT COVERED SY BBE FIXTURES. ACT -31 CEILING W /SATT INSUL PT -1 (0 -33) ACT -31 CEILING W /GATT INSUL - PT-1 (C -33) - FAINT PT -1 (C -32) TO CORNER, OR 3' -0" PAST WDW_ COORD W/ BEST BUY VINYL BASE VINYL SASE EXG WALL PT -1 (C -34) PROVIDE J -BEAD AT TRANSITION PT -1 (0 -31) LEVELS FINISH PROVIDE PLYWOOD BACKING FROM 0' -0" TO I6' -0" AFF ACOUSTIC RM (REAR) SCALE: 3/16"=P-0" PT -2 (C -34) 5 STOREFRONT SCALE: 3/16"-P-0" 'NZ PT -1 (0 -33) OPEN TO /BEYOND, i PAINT EDGE OF \ OPENING (C -33) CORNER GUARDS, SEE 3/A -2 ACT -31 CEILING W /SATT INSUL VINYL BASE DRUM RM (RIGHT) SCALE: 3/16" = 1' -0" ACT -31 CEILING W /SATT INSUL GYP BD BOX -OUT OVER GU 1 FMENT -- FT-1 (C -33) VINYL BASE B cv ACOUSTIC RM (RIGHT) SCALE: 3/16" = 1' -0" NOTE: ALL JOISTS SHOWN FOR REPRESENTATIONAL PURPOSES ONLY_ SCALE: 3/16" = 1' -0" 01-1 EXG STORE PAINT FINISI -I REVIEWED FOR CODE COMPLIANCE AP ROVED AUG - 7 2008 NOTE: DRILL HOLES IN TRUSS AND ATTACH TRUSS TO STRUT WITH SPRING NUTS AND 3 /S" X 3" BOLTS AND WASHERS IN 1S LOCATIONS INSTALLED BY FIXTURE CONTRACTOR (2) 1 1/2" HORIZONTAL STRUT BEHIND TRUSS, TYP ...... ..... ........ ........ 3E s` If• - ATTACH 1 1/2" STRUT TO WALL WITH 3/8" X 3" LAGS AND WASHERS, TYP i 'E •:. - (2) 1 1/2" VERTICAL T SENIND TUBING, TYP STRU r „•4 WALL TRUSS DETAIL City Of Tukwila BUILDING DIVISION . 1 .IECa1F MAY 2 8 2008 PERMIT CENTF 5. 449 REGISTERED ARCHITECT BRUCE M. CARLSON STATE OF WASHINGTON SG. FT. GALLS RETAIL: 21'4 S TOTAL: 2 4z- SF CONCEPT: MI CONCEPT DATE: 03-I 5-03 STORE NUMBER: 447 tY �o � PERMI SET ISSUE DATE: 03.16 -0 REV. DATE 0 SCALE: AS NOTED INTERIOR ELEVATIONS A -7 DIVISION ITEM FURNISHED BY VENDOR INSTALLED BY 5 SUPPORT HARDWARE FC FC FOR RING/WALL TRUSS 8 DOOR HARDWARE (HM) BBE T.C. HARDWARE GC 8 DOORS (HM) BBE T.C. HARDWARE GC 8 ALUMINUM STOREFRONTS & (HW) GC GC 9 ACT CEILING GC ARMSTRONG GC 9 CARPET & TRANSITION BBE LEE'S INSIDE EDGE 9 PAINT GC GC 9 VINYL BASE BBE INSIDE EDGE 10 CORNER GUARDS GC GC 10 SIGNAGE BBE GC 10 SIGNAGE INSTALLATION BBE N/A TEMPLATE 11 LIFT TRUCK RENTAL GC HERTZ/UNITED N/A 12 ALL DISPLAY FIXTURES BBE BBE AND CASH WRAPS 12 TRUSS RING/WALL TRUSS BBE GLOBAL TRUSS AMERICA FC 15 MECHANICAL OUTLETS /INLETS GC GC 15 RTUs (AS NEEDED) BBE GC 15 HUMIDIFIER GC GC 16 AMPINNERGY POWER BBE ELECTRICAL DISTRIBUTION CONTRACTOR 16 EMERGENCY EXIT LIGHTS ELECTRICAL ELECTRICAL CONTRACTOR CONTRACTOR 16 LIGHTING PACKAGE: INCLUDING BBE ELECTRICAL LIGHTS, DIMMING SYSTEM AND CONTRACTOR LAMPS 16 SPEAKERS BBE BBE DIVISION 0 - BIDDING REQUIREMENTS SECTION 00205 MATERIALS SCHEDULE A. MATERIALS RESPONSIBILITY SCHEDULE B. OWNER SUPPLIED MATERIALS CONTACT: JENNIFER FELT CONSTRUCTION PURCHASING COORDINATOR PHONE: 612 -291 -7547 FAX: 9524304791 E -MAIL: jennifer.felt @bestbuy.com DIVISION 1 - GENERAL REQUIREMENTS SECTION 01100 SUMMARY A. THE SPECIFICATIONS PORTION OF THIS CONSTRUCTION DOCUMENT INCLUDES THE REQUIREMENTS FOR A TYPICAL MUSICAL INSTRUMENTS PROJECT. CONSEQUENTLY THESE SPECIFICATIONS Q MAY CONTAIN ELEMENTS WHICH DO NOT APPLY TO THIS PARTICULAR PROJECT. THE SCOPE OF WORK FOR THIS PARTICULAR PROJECT IS INDICATED ON THE DRAWINGS. SPECIFICATIONS REQUIREMENTS SHALL APPLY TO ALL WORK INDICATED ON THE DRAWINGS. B. SPECIAL WORK REQUIREMENTS: 1. WORK SHALL BE PHASED SUCH THAT EACH SPECIFIC AREA SHALL BE PROTECTED, DEMOLISHED AND COMPLETED IN THE LEAST AMOUNT OF TIME POSSIBLE. 2. DAILY ACTIVITIES MUST BE RESPECTED BY THE CONTRACTOR WITH THE LEAST AMOUNT OF DISTURBANCE TO BEST BUY. a USE OF PREMISES: CONFORM TO THE REQUIREMENTS OF THE BUILDING DEVELOPER/LANDLORD. 4. CONTRACT DOCUMENTS: IN ADDITION TO THE REQUIREMENTS OF SECTION 01770, CONTRACTOR SHALL MAINTAIN ON THE SITE AND WORK FROM FULL -SIZE SETS OF DRAWINGS. HALF -SIZED SETS ARE FOR INFORMATION AND CONVENIENCE ONLY AND MAY NOT BE USED AS A SOURCE OF CONTRACT REQUIREMENTS. C. SEPARATE WORK: 1. ITEMS NOTED "NIC" (NOT IN CONTRACT) OR "F010" (FURNISHED BY OWNER; INSTALLED BY OWNER) WILL BE FURNISHED AND INSTALLED BY OTHERS. 2. PERFORM WORK SO AS TO ALLOW THE PERFORMANCE OF WORK BY OTHER CONTRACTORS. 3. REFER TO THE RESPONSIBILITY MATRIX ON THE DRAWINGS. D. PRODUCTS FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR (FOIC): 1. COORDINATE WORK TO FACILITATE INSTALLATION OF PRODUCTS FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR. 2. ELEMENTS WHICH ARE FURNISHED BY BEST BUY FOR INSTALLATION BY THE CONTRACTOR ARE SHOWN ON THE DRAWINGS. 3. BEST BUY RESPONSIBILITIES: a. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE. b. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE. NOTIFY BBE CONSTRUCTION PURCHASING DEPT. (JENNIFER FELT) AT 612 - 291 -7547. c. ARRANGE FOR REPLACEMENT OF DAMAGED, DEFECTIVE OR MISSING ITEMS. d. ARRANGE FOR MANUFACTURER'S WARRANTIES, INSPECTIONS AND SERVICE. 4. CONTRACTOR'S RESPONSIBILITIES: a. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. b. RECEIVE AND UNLOAD PRODUCTS AT SITE; INSPECT FOR COMPLETENESS, FOR DAMAGE. c. HANDLE, STORE, INSTALL AND FINISH PRODUCTS. d. REPAIR OR REPLACE ITEMS DAMAGED BY WORK OF THIS CONTRACT. E. APPLICATIONS FOR PAYMENT: SUBMIT APPLICATIONS FOR PAYMENT TO THE OWNER. F. COORDINATION: 1. COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER. 2. COORDINATE SPACE REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SYSTEMS. MAKE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY AND MAXIMIZE ACCESSIBILITY FOR MAINTENANCE, REPAIR AND OTHER INSTALLATIONS. 3. EXECUTE CUTTING AND PATCHING TO INTEGRATE ELEMENTS OF THE WORK. REMOVE ILL -TIMED AND DEFECTIVE WORK AND REPLACE WITH NEW WORK CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4. UNCOVER DEFECTIVE AND NON - CONFORMING WORK AND FURNISH SAMPLES AS REQUIRED FOR TESTING. 5. SEAL PENETRATIONS THROUGH FLOOR, WALLS AND CEILINGS. 01312 PROJECT MEETINGS A. PRECONSTRUCTION MEETING: PRIOR TO THE START OF WORK, CONTRACTOR AND THE OWNER SHALL HAVE A PRECONSTRUCTION MEETING TO DETERMINE THE EXACT SEQUENCING AND PHASING OF CONSTRUCTION. B. PROGRESS MEETINGS: ATTEND PROGRESS MEETINGS CALLED BY BEST BUY THROUGHOUT THE PROGRESS OF WORK. 01450 QUALITY CONTROL A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. B. REGULATORY REQUIREMENTS: 1. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. ACCESSIBILITY: ALL EQUIPMENT, ACCESSORIES AND WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES WITH RESPECT TO HANDICAP ACCESSIBILITY, AND WITH THE AMERICANS WITH DISABILITIES ACT (ADA). THE MORE RESTRICTIVE CODE SHALL APPLY. C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONFLICT EXISTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY. E. EXAMINATION PRIOR TO INSTALLATION: 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE OWNER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. 01500 TEMPORARY FACILITIES AND CONTROLS A. TEMPORARY UTILITIES: PROVIDE TEMPORARY UTILITIES, SERVICES AND CONSTRUCTION AS REQUIRED TO PERFORM THE WORK. COORDINATE ALL TEMPORARY FACILITIES AND CONTROLS WITH BEST BUY AND THE BUILDING DEVELOPER/LANDLORD. 1. ELECTRICITY: CONNECT TO EXISTING SERVICE. TAKE MEASURES TO CONSERVE ENERGY. 2. LIGHTING: PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. PROVIDE ADDITIONAL TEMPORARY LIGHTING AS REQUIRED. MAINTAIN LIGHTING AND MAKE ROUTINE REPAIRS. 3, HEATING AND VENTILATION: PERMANENT SYSTEM MAY BE USED. MAINTAIN SYSTEM DURING OPERATION. 4. WATER: UTILIZE EXISTING FACILITIES. MAGNOLIA HOME THEATER WILL PAY FOR WATER USED. B. CONTROLS: 1. DUST CONTROL: PROVIDED POSITIVE METHODS AND APPLY DUST CONTROL MATERIALS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS, AND PROVIDE POSITIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO THE ATMOSPHERE. 2. WATER CONTROL: COMPLY WITH APPLICABLE JURISDICTIONAL REQUIREMENTS REGARDING WATER USAGE, CONSERVATION, DETENTION, POLLUTION, AND PERMITS. C. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO AND WITHIN SITE TO PROVIDE UNINTERRUPTED ACCESS: 1. TO TEMPORARY CONSTRUCTION FACILITIES, STORAGE AND WORK AREAS. 2. FOR USE BY PERSONS AND EQUIPMENT INVOLVED IN CONSTRUCTION OF PROJECT. 3. FOR USE BY EMERGENCY VEHICLES. 4. TO MINIMIZE IMPACT ON ADJACENT OPERATIONS. Xref Q: BUY Musical Instruments %PROTOTYPE D4WINGS %0000MI D. FIRE SAFETY: COMPLY WITH APPLICABLE PROVISIONS OF UFC ARTICLE 87 FOR FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION OPERATIONS. E. TEMPORARY CONSTRUCTION: 1. OBTAIN APPROVAL FROM BEST BUY FOR ALL MODIFICATIONS TO EXISTING SYSTEMS OR FACILITIES NOT INDICATED. 2. REMOVE TEMPORARY SYSTEMS OR FACILITIES WHEN USE IS NO LONGER REQUIRED. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY SYSTEMS OR FACILITIES. F. CONSTRUCTION CLEANING: 1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH. PERIODICALLY DISPOSE OF OFF -SITE. 2. MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINANTS DURING FINISHING OPERATIONS. 01600 PRODUCT REQUIREMENTS A. DELIVERY, STORAGE, AND HANDLING: 1. TRANSPORT AND HANDLE PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE. 2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAINERS OR PACKAGING, UNTIL READY FOR INSTALLATION. 3. UNLESS SPECIFIED OTHERWISE, STORE MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PRODUCT OPTIONS AND SUBSTITUTIONS: 1. FURNISH PRODUCTS SPECIFIED, EXCEPT WHERE "OR APPROVED" IS USED, SUBSTITUTE PRODUCTS MAY BE SUBMITTED TO THE OWNER'S PROJECT MANAGER. 2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS: a. A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR. b. SUBSEQUENT INFORMATION OR CHANGES INDICATE THAT THE SPECIFIED PRODUCT WILL NOT PERFORM AS INTENDED. c. A SUBSTITUTE PRODUCT WILL BE IN THE OWNER'S BEST INTEREST. 3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. 3. A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR: a. HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR EXCEEDS, IN ALL RESPECTS, THE SPECIFIED PRODUCT. b. SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT. c. WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES WHICH MAY BE REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS. 5. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATE SUBMITTALS. 6. BEST BUY WILL NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME. 01735 PATCHING AND REPAIR A. REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK COMPLETE, WITH ALL COMPONENTS MATCHING AND CONSISTENT. B. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. WHEN FINISHED SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG THE NEAREST BREAK LINE, JOINT, OR CORNER. 01770 CLOSE -OUT PROCEDURES A. FINAL CLEANING: 1. THOROUGHLY CLEAN ALL SURFACES PRIOR TO FINAL ACCEPTANCE. 2. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM THE SITE. B. CLOSE -OUT PROCEDURES: 1. COMPLY WITH PROCEDURES STATED IN GENERAL CONDITIONS OF THE CONTRACT FOR SUBSTANTIAL AND FINAL COMPLETION. 2. SUBMIT ALL CERTIFICATES OF APPROVAL ISSUED BY THE GOVERNING AUTHORITIES TO BEST BUY, INCLUDING, WITHOUT LIMITATION, THE FOLLOWING: a. CERTIFICATE OF OCCUPANCY. 3. PRIOR TO FINAL PAYMENT, SUBMIT THE FOLLOWING AFFIDAVITS TO BEST BUY USING THE FORMS LISTED BELOW: a. CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS AIA DOCUMENT G706. b. CONSENT OF SURETY TO FINAL PAYMENT AIA DOCUMENT G707. c. CONTRACTOR'S LIEN RELEASE, AND LIEN RELEASES FROM EACH SUBCONTRACTOR; CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS AIA DOCUMENT G706A 4. SUBMIT FINAL APPLICATION FOR PAYMENT TO BEST BUY IDENTIFYING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. C. PROJECT RECORD DOCUMENTS: 1. MAINTAIN A COMPLETE SET OF FULL SIZE RECORD DRAWINGS WHICH CLEARLY AND NEATLY INDICATE EXACT INSTALLED LOCATIONS OF ITEMS WHICH WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT, PIPING, DUCTS, REINFORCING, MECHANICAL AND ELECTRICAL EQUIPMENT, AND SIMILAR ITEMS. SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS, AND ALL UNCOVERED EXISTING CONDITIONS WHICH WILL BE SUBSEQUENTLY CONCEALED. 2. RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED IN CONSTRUCTION. 3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS. 4. KEEP DOCUMENTS CURRENT; DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. 5. AT CONTRACT CLOSE -OUT, SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, LIST OF DOCUMENTS AND SIGNATURE OF CONTRACTOR. D. SUBMITTALS: IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, FURNISH SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. E. SUBMIT THE INFORMATION LISTED IN F, G AND H BELOW TO THE FOLLOWING ADDRESS: BBE PROPERTIES PROPERTY DEVELOPMENT GREG NELSON 7601 PENN AVENUE SOUTH RICHFIELD, MN 55423 PH: 612 - 291 -7570 F. OPERATION AND MAINTENANCE DATA: 1. SUBMIT COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK. 2. SUBMIT OPERATION AND MAINTENANCE DATA FOR MECHANICAL AND ELECTRICAL SYSTEMS. 3. ARRANGE IN A BINDER WITH A SECTION FOR EACH SYSTEM. 4. SUBMIT OPERATION AND MAINTENANCE DATA TO BEST BUY PROJECT MANAGER, G. WARRANTIES, GUARANTEES AND BONDS: 1. SUBMIT ALL MANUFACTURER WARRANTIES TO BEST BUY. 2. FURNISH WRITTEN GUARANTEE FROM EACH SUBCONTRACTOR PERFORMING WORK COVERED BY THE ADDITIONAL GUARANTEE REQUIREMENTS SPECIFIED IN THE TECHNICAL SECTIONS. UNLESS SPECIFIED OR APPROVED OTHERWISE, THE GUARANTEE SHALL COMMENCE ON THE DATE OF SUBSTANTIAL COMPLETION. 3. EACH GUARANTEE SHALL BE SIGNED, AND SHALL STATE THAT THE WORK UNDER GUARANTEE WAS INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THAT THE WORK WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL FOR THE PERIOD OF TIME SPECIFIED, AND THAT ALL DEFECTS WILL BE PROMPTLY REPAIRED WITHOUT ADDITIONAL COST TO BEST BUY. H. SPARE PARTS AND MAINTENANCE MATERIALS: 1. FURNISH PRODUCTS, SPARE PARTS, AND MAINTENANCE MATERIALS IN QUANTITIES SPECIFIED IN EACH SECTION, IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK. 2. COORDINATE WITH BBE STORE MANAGER; DELIVER TO PROJECT SITE AND OBTAIN RECEIPT PRIOR TO FINAL PAYMENT. 3. UNLESS SPECIFIED OTHERWISE, DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL FACTORY CARTONS OR CONTAINERS. 4. MATERIALS SHALL BE CLEARLY LABELED, AND SHALL INCLUDE DESIGNATIONS USED IN THE CONTRACT DOCUMENTS. DIVISION 2 - SITEWORK 02225 SELECTIVE DEMOLITION A. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK . WHERE DEMOLITION EXCEEDS THAT INDICATED, VERIFY SUCH DEMOLITION WITH THE OWNER PRIOR TO PROCEEDING. B. PROTECT EXISTING STRUCTURAL MEMBERS. CONTACT THE OWNER PRIOR TO MODIFYING STRUCTURAL MEMBERS BEYOND THE EXTENT INDICATED. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT ENDANGER THE EXISTING STRUCTURE. C. DURING DEMOLITION OPERATIONS, NOTIFY THE OWNER OF ALL CONDITIONS WHICH DIFFER SUBSTANTIALLY FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. NOTIFY THE OWNER IF PREVIOUSLY UNKNOWN OPERATIONAL, OR POTENTIALLY OPERATIONAL ELEMENTS, ARE UNCOVERED DURING DEMOLITION OPERATIONS. PERFORM NO DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE OWNER. D. PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING CONSTRUCTION AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIONS, UNTIL PERMANENT SUPPORTS ARE IN PLACE. E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED AND IMMEDIATELY REMOVE FROM SITE. DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS. F. CAREFULLY REMOVE, STORE AND PROTECT ALL MATERIALS AND COMPONENTS TO BE REUSED, G. WHERE POSSIBLE WITHOUT DAMAGE, REMOVE, STORE AND PROTECT EXISTING MATERIALS AND COMPONENTS NOT NOTED FOR REMOVAL, WHICH IF REMOVED, WOULD FACILITATE THE NEW CONSTRUCTION AND RECONDITIONING. H. CAREFULLY REMOVE, PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND COMPONENTS CLAIMED BY BEST BUY OR THE BUILDING OWNER FOR SALVAGE. PRIOR TO DEMOLITION, CONTACT BEST BUY TO DETERMINE WHICH ITEMS WILL BE CLAIMED. I. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK, CUT IN UNIFORM STRAIGHT LINES. CONCRETE AND MASONRY SHALL BE SAW CUT OR CORE DRILLED. J. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO BEST BUY. DIVISION 3 - CONCRETE NOT USED DIVISION 4- MASONRY NOT USED DIVISION 5- METALS 05500 METAL FABRICATIONS A. SUMMARY: STEEL FABRICATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS AND NOT SPECIFIED IN OTHER SECTIONS. B. MATERIALS: 1. STEEL PLATE, BARS, SHAPES: ASTM A36. 2. TUBES: ASTM A500 GRADE B 3. PIPE: ASTM A53, SEAMLESS, TYPE S, PLAIN END; SCHEDULE 40 UNLESS INDICATED OTHERWISE. 4. BOLTS AND NUTS: ASTM A307. 5. UNISTRUT: UNISTRUT CORPORATION (WAYNE, MI) OR APPROVED. FURNISH MANUFACTURER'S STANDARD COMPONENTS CORRESPONDING TO "P" NUMBERS INDICATED ON THE DRAWING. INCLUDE 1/4 INCH THICK STEEL CONNECTING HARDWARE, AND 1/2" DIAMETER BOLTS, NUTS, AND LOCK WASHERS. C. GENERAL FABRICATION REQUIREMENTS: FABRICATE AS FOLLOWS, UNLESS SPECIFIED OR INDICATED OTHERWISE. 1. VERIFY ALL DIMENSIONS AND FABRICATE TO DETAIL WITH ACCURATE SIZES AND SHAPES, STRAIGHT LINES, SMOOTH CURVES, AND SHARP ANGLES. 2. WELDS SHALL HAVE SUFFICIENT STRENGTH TO WITHSTAND THE LOADS APPLIED. D. INSTALLATION: 1. INSTALL METAL FABRICATIONS IN ACCURATE LOCATIONS SHOWN. UNLESS INDICATED OTHERWISE, FABRICATIONS SHALL BE INSTALLED PLUMB AND LEVEL. 2. PROVIDE ALL ANCHORAGE DEVICES AS INDICATED AND REQUIRED FOR A SECURE INSTALLATION DIVISION 6 - WOODS AND PLASTICS 06114 WOOD BLOCKING AND CURBING A. PROVIDE WOOD FURRING, BLOCKING, GROUNDS AND IN -WALL BLOCKING FOR SUPPORT OF FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM AND SIMILAR WORK. 1. USE NON - COMBUSTIBLE FIRE RETARDANT TREATED (F.R.T.) WOOD ELSEWHERE AS REQUIRED BY STATE & LOCAL CODES, INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM, AND GROUNDS. NEW LUMBER TO BEAR GRADE & TREATMENT OF ASSOC. UNDER WHICH IT WAS PRODUCED. B. PERFORMANCE REQUIREMENTS: 1. MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: a. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. b. PLYWOOD: 15 PERCENT. 2. FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THAN 101/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME. 3. SMOKE DEVELOPED: INTERIOR FINISH & TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. EACH PIECE OF WOOD SHALL BEAR THE UL LABEL INDICATING TREATMENT (U.L. RATING OF RE-3). 4. CERTIFICATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE W/ SPECIFICATIONS & THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. 5. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDE WELL - VENTILATED DRY STORAGE. 7. HANDLE TREATED MATERIALS IN ACCORDANCE W/ AWPA STANDARDS. IN ADDITION TO MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OF CUTS. 8. FIELD CUTS AND HOLES: FIELD -TREAT IN ACCORDANCE WITH AWPA M -4. C. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. D. NEW FRAMING AT STOREFRONT AND ABOVE CEILING SHALL BE NON- COMBUSTIBLE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07840 FIRESTOPPING A. SUMMARY: FIRESTOPPING MATERIAL FOR PENETRATIONS IN FIRE -RATED CONSTRUCTION. B. SYSTEM DESCRIPTION: 1. EACH FIRESTOPPING SYSTEM SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2. FIRESTOPPING SYSTEMS SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. C. QUALITY ASSURANCE: 1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS OBTAIN APPROVAL FROM THE JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPLICATIONS PROPOSED. NOTIFY THE OWNER IF APPROVAL CANNOT BE OBTAINED. 2. FIRESTOPPING: TESTED IN ACCORDANCE WITH ASTM E119, ASTM E814, OR UL 1479 TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. PROVIDE F RATED ASSEMBLIES, EXCEPT WHERE T RATED ASSEMBLIES ARE REQUIRED BY THE CODE AUTHORITY. 3. FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBLIES. C. PRODUCTS: 1. FIRESTOPPING SYSTEMS: SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE FOR THE CONDITIONS INDICATED. E. INSTALLATION: 1. PROVIDE FIRESTOPPING AT MECHANICAL, ELECTRICAL, AND PLUMBING PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, AND CEILINGS, AND OTHER LOCATIONS AS INDICATED ON THE DRAWINGS. 2. INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 07900 JOINT SEALANTS A. SEALANTS: 1. TYPE A - ASTM C834; TREMCO "ACRYLIC LATEX CAULK", PECORA "AC -20 ", SONNEBORN "SONOLAC" OR APPROVED; STANDARD COLORS TO MATCH ADJACENT CONSTRUCTION. 2. TYPE B: ACOUSTICAL SEALANT; NON- HARDENING, NON-SKINNING ACOUSTICAL SEALANT FOR CONCEALED JOINTS. a. TREMCO, "ACOUSTICAL SEALANT" b. UNITED STATES GYPSUM, "ACOUSTICAL SEALANT" c. OR EQUIVALENT WITH SAME PERFORMANCE AND WARRANTY. SUB - CONTRACTOR TAKES RESPONSIBILITY FOR PRODUCT. 3. COLORS: a. COLORS SHALL BE SELECTED FROM MANUFACTURERS COMPLETE LINE OF PRE - FORMULATED COLORS. b. SEALANT COLOR SHALL MATCH ADJACENT MATERIAL, UNLESS OTHERWISE INDICATED OR SPECIFIED. B. ACCESSORY MATERIALS: 1. JOINT CLEANER: NON- CORROSIVE AND NON- STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. 130% 2. JOINT FILLER: CLOSED CELL POLYETHYLENE FOAM; ROUND PROFILE; THICKNESS: 130 /o OF JOINT WIDTH. 3. BOND BREAKER: PRESSURE - SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. C. PREPARATION: 1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE ANY LOOSE MATERIALS AND OTHER FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. 2. APPLY MASKING TIGHTLY AROUND JOINTS TO PROTECT ADJACENT SURFACES FROM EXCESS SEALANT. 3. AT WIDE JOINTS, PLACE BACKING MATERIALS TO ACHIEVE PROPER SEALANT WIDTH /DEPTH RATIOS. USE BOND BREAKER WHERE THERE IS INSUFFICIENT DEPTH FOR BACKING MATERIALS. C. INSTALLATION: 1. PERFORM WORK AS RECOMMENDED BY THE SEALANT MANUFACTURER. 2. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE. FINISH FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES AND SAGS. E. PROTECT SEALANT IN JOINTS SUBJECT TO DIRT, MOISTURE AND TRAFFIC DURING THE SEALANT CURING PROCESS. PROTECTION SHALL BE ABLE TO RESIST TRAFFIC WHILE REMAINING SECURELY IN POSITION. F. SCHEDULE: 1. TYPE A: PROVIDE AT ALL INTERIOR JOINTS, UNLESS SPECIFIED OTHERWISE. 2. TYPE B: PROVIDE WHERE ACOUSTICAL SEALANT IS INDICATED IN SECTION 09111. DIVISION 8 - DOORS AND WINDOWS 08110 STEEL DOORS A. SECTION INCLUDES: PROVIDE FIRE -RATED AND NON -RATED STEEL DOORS AND FRAMES. B. REFERENCES 1. ANSI A223.1 - TEST PROCEDURE AND ACCEPTANCE PROCEDURE FOR PRIME PAINTED STEEL SURFACES. 2. ASTM A366 - STEEL CARBON, COLD- ROLLED SHEET, COMMERCIAL QUALITY. 3. ASTM A653 -96, "SPEC FOR STEEL SHEET, ZINC COATED (GALVANIZED) OR ZIN -IRON ALLOY - COATED (GALVANNEALED) BY THE HOT -DIP PROCESS." 4. ASTM E152 - METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. 5. DHI (DOOR HARDWARE INSTITUTE) - THE INSTALLATION OF COMMERCIAL STEEL DOORS AND STEEL FRAMES, INSULATED STEEL DOORS IN WOOD FRAMES AND BUILDER'S HARDWARE. 6. NFPA 80 - FIRE DOORS AND WINDOWS. 7. NFPA 252 - FIRE TESTS FOR DOOR ASSEMBLIES. 8. SDI -100 - STANDARD STEEL DOORS AND FRAMES. 9. SDI -105 - RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES. 10. UL 10B - FIRE TESTS OF DOOR ASSEMBLIES. 11. UL 100 - FIRE TESTS OF DOOR ASSEMBLIES. 12. ADAAG - AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES. 13. FM - DOOR AND FRAMES SHALL COMPLY WITH FACTORY MUTUAL REQUIREMENTS. C. QUALITY ASSURANCE 1. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL DOORS AND FRAMES" ANSI /SDI -100 AND AS HEREIN SPECIFIED. 2. FIRE RATED DOOR AND FRAME CONSTRUCTION TO CONFORM TO ASTM E152. 3. INSTALLED FRAME AND DOOR ASSEMBLY TO CONFORM TO NFPA 80 FOR FIRE RATED CLASS INDICATED IN SCHEDULE. D. REGULATORY REQUIREMENTS 1. CONFORM TO APPLICABLE CODE FOR FIRE RATED FRAMES AND DOORS. PROVIDE COMPLETED INSTALLATION TO MAINTAIN REQUIRED FIRE RATING OF OPENING. 2. FIRE -RATED DOOR ASSEMBLIES: CONSTRUCT FIRE RATED DOORS AND FRAMES ACCORDING TO REQUIREMENTS OF UL 10B. EACH FIRE RATED DOOR AND FRAME SHALL BEAR THE APPROPRIATE UL LABELS. 3. FIRE -RATED DOOR ASSEMBLIES: COMPLY WITH POSITIVE PRESSURE REQUIREMENTS OF UL 10C AND UBC 7- 4. DOOR ASSEMBLIES SHALL BEAR THE UL LABEL AND SUPPLEMENTAL "S" POSITIVE PRESSURE FIRE LABEL. E. DELIVERY, STORAGE AND PROTECTION 1. PROTECT PRODUCTS UNDER PROVISIONS OF SECTION 01600. a. PROTECT DOORS AND FRAMES WITH RESILIENT PACKAGING SEALED WITH HEAT SHRUNK PLASTIC. b. BREAK SEAL ON-SITE TO PERMIT VENTILATION. F. GENERAL 1. IT IS THE INTENTION OF THE DESIGNERS THAT THE SYSTEM MEET THE REQUIREMENTS OF ADAAG. G. STEEL DOORS 1. EXTERIOR DOORS: SDI -100 GRADE III, MODEL 4; MINIMUM 14 GAUGE ZINC COATED GALVANIZED STEEL SHEET FACES COMPLYING WITH ASTM A525, A60; SEAMLESS, COMPOSITE CONSTRUCTION; FIBERGLASS BATTING INSULATION, 18 GAUGE VERTICAL STIFFENERS, FULL LENGTH HINGE REINFORCEMENT. EXTERIOR DOORS SHALL HAVE A MINIMUM "U" VALUE OF 0.24 2. INTERIOR NON- FIRE -RATED DOORS: SDI -100 GRADE II, MODEL 4; MINIMUM 18 GAUGE COLD ROLLED STEEL SHEET COMPLYING WITH ASTM A366; SEAMLESS, COMPOSITE CONSTRUCTION; HONEYCOMB CORE LAMINATED TO THE INSIDE OF BOTH FACE SHEETS. H. STEEL FRAMES 1. EXTERIOR FRAMES: MINIMUM 12 GAUGE GALVANIZED STEEL COMPLYING WITH ASTM A525, A60. 2. INTERIOR FRAMES: MINIMUM 16 GAUGE COLD ROLLED STEEL COMPLYING WITH ASTM A366 AT ALL OTHER LOCATIONS. I. ACCESSORIES 1. RUBBER SILENCERS: RESILIENT RUBBER. J. FABRICATION 1. FABRICATE EXTERIOR FRAMES FULLY WELDED WITH CORNERS AND STOPS FULLY MITRED. GRIND EXPOSED SURFACES SMOOTH WITH NO JOINTS ANYWHERE ON THE FRAME. 2. FABRICATE INTERIOR FRAMES KNOCKED -DOWN WITH MITERED CORNERS. 3. PROVIDE FRAMES OF REQUIRED THROAT DEPTH FOR WALL THICKNESS. 4. FABRICATE FRAMES AND DOORS WITH HARDWARE REINFORCEMENT PLATES WELDED IN PLACE. HINGE REINFORCEMENT SHALL BE NOT LESS THAN 7 GAUGE PLATED STEEL. OTHER REINFORCEMENTS SHALL BE MINIMUM OF 12 GAUGE STEEL. COMPLY WITH SDI -100 FOR MINIMUM HARDWARE REINFORCING REQUIREMENTS. PROVIDE MORTAR GUARD BOXES. 5. FABRICATE DOORS WITHOUT SEAMS ON FACES OR VERTICAL EDGES OF DOOR. DOOR CORES SHALL HAVE 18 GAUGE VERTICAL STIFFENERS SPACED NO MORE THAN 6" O.C. EXTENDING FULL WIDTH OF DOOR, SPOT WELDED TO FACE SHEETS AT 5" O.C. CONTINUOUSLY WELD VERTICAL EDGE SEAMS, AND GRIND SMOOTH. 6. PREPARE FRAME FOR SILENCERS. PROVIDE THREE SINGLE RUBBER SILENCERS ON STRIKE JAMB FOR SINGLE DOORS, AND TWO SINGLE SILENCERS ON FRAME HEAD AT DOUBLE DOORS. 7. ATTACH FIRE RATED LABEL TO EACH FRAME AND DOOR UNIT, WHERE REQUIRED. 8. REINFORCE TOP AND BOTTOM EDGES WITH A MINIMUM 16 GAUGE CHANNEL WELDED TO FACE SHEETS 9. REINFORCE TOP HINGE WITH "HIGH FREQUENCY HINGE" REINFORCING STRAPS. 10. CLOSE TOP EDGE OF EXTERIOR DOOR FLUSH WITH INVERTED 16 GAUGE STEEL CHANNEL CLOSURE. SEAL JOINTS WATERTIGHT. 11. PROVIDE FLOOR CLIPS FOR FRAMES. PROVIDE JAMB ANCHORS SPACED NOT OVER 30" ON CENTER FOR FRAMES. FURNISH TEMPORARY SPREADER BARS AND BRACING. 12. THOROUGHLY CLEAN, PHOSPHATE TREAT, AND APPLY ONE COAT OF RUST INHIBITIVE PRIMER CONTAINING AT LEAST 50% RUST INHIBITIVE PIGMENTS. PRIME FRAMES UNDER REMOVABLE GLAZING STOPS AND PRIME BACK SIDE OF REMOVABLE STOPS. K. INSTALLATION 1. INSTALL FRAMES IN ACCORDANCE WITH SDI -105. 2. INSTALL DOORS IN ACCORDANCE WITH DHI 'THE INSTALLATION OF COMMERCIAL STEEL DOORS AND STEEL FRAMES, INSULATED STEEL DOORS IN WOOD FRAMES, AND BUILDERS HARDWARE. 3. INSTALL FIRE RATED DOORS AND FRAMES IN ACCORDANCE WITH NFPA 80. 4. COORDINATE WITH MASONRY AND WALLBOARD WALL CONSTRUCTION FOR ANCHOR PLACEMENT. a. MASONRY CONSTRUCTION: INSTALL FRAMES UP TO 60" HIGH IN MASONRY CONSTRUCTION WITH MINIMUM 2 JAMB ANCHORS EACH JAMB; ADD AN ADDITIONAL ANCHOR FOR EVERY 30" OR FRACTION THEREOF. b. WALLBOARD CONSTRUCTION: INSTALL FRAMES UP TO 60" HIGH IN WALLBOARD CONSTRUCTION WITH MINIMUM 3 JAMB ANCHORS EACH JAMB; ADD AN ADDITIONAL ANCHOR FOR EVERY 24" OR FRACTION THEREOF. L TOLERANCES 1. MAXIMUM DIAGONAL DISTORTION: 1/16" MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER. M. ADJUSTING AND CLEANING 1. ADJUST HARDWARE FOR SMOOTH AND BALANCED DOOR MOVEMENT. 08410 ALUMINUM STOREFRONTS A. STOREFRONT FRAMING 1. STOREFRONT FRAMING: ALUMINUM EXTRUSIONS CONFORMING TO ASTM B221, ALLOY G.S. 10A-T5; NON- THERMALLY BROKEN, CENTER GLAZING SYSTEM, SHEAR BLOCK ASSEMBLY; MIN 1 3/4" TO 2" X 4 1/2" PROFILE FOR GLAZING AS INDICATED ON PLANS OR AS REQUIRED FOR CODE REQUIRED LOADINGS. B. KAWNEER COMPANY, INC,. 400 SERIES AND 451 SERIES, AS INDICATED ON PLAN. C. CMI ARCHITECTURAL PRODUCTS, INC. D. INTERNATIONAL ALUMINUM CORPORATION, US ALUMINUM E. OR EQUIVALENT WITH SAME PERFORMANCE AND WARRANTY. SUB - CONTRACTOR TAKES RESPONSIBILITY FOR PRODUCT. F. FINISHES 1. CLEAR ANODIZED ALUMINUM FINISH: ARCHITECTURAL CLASS II COATING CONFORMING TO ALUMINUM ASSOCIATION STANDARD AA- M12C22A31, 0.4 MIL MINIMUM, ELECTROLYTICALLY DEPOSITED ANODIC COATING. G. GLASS AND GLAZING MATERIALS 1. GLAZING MATERIALS: AS SPECIFIED IN SECTION 08800. H. SEALANT AND BACKING MATERIALS: AS SPECIFIED IN SECTION 07900. I. ACCESSORIES 1. FASTENERS: ALUMINUM OR NON- MAGNETIC STAINLESS STEEL, WARRANTED BY MFR TO BE NON- CORROSIVE AND COMPATIBLE WITH ALUMINUM COMPONENTS. AVOID USE OF EXPOSED FASTENERS. PROVIDE MATCHING PHILLIPS FLAT -HEAD SCREWS FOR EXPOSED FASTENERS. 2. GLAZING ACCESSORIES: MANUFACTURER'S STANDARD ELASTOMERIC GLAZING GASKETS AND SETTING BLOCKS DESIGNED SPECIFICALLY FOR SPECIFIED SYSTEM. 3. PROVIDE DOOR FRAME SOUND GASKETS. 4. PROVIDE AUTOMATIC DOOR BOTTOM WITH NEOPRENE SEAL AND ACOUSTICAL DOOR THRESHOLD (SADDLE) WITH NEOPRENE SEAL. PEMKO 411 RL OR EQUIVALENT. 5. PROVIDE DOOR JAMB SEAL. J. FABRICATION 1. FABRICATE FRAMES ALLOWING FOR MINIMUM CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLY. SHOP FABRICATE FRAME COMPONENTS WHERE POSSIBLE. 2. RIGIDLY FIT AND SECURE JOINTS AND CORNERS WITH INTERNAL REINFORCEMENT. MAKE JOINTS AND CONNECTIONS FLUSH, HAIRLINE, AND WEATHERPROOF. 3. PREPARE COMPONENTS TO RECEIVE ANCHOR DEVICES. FABRICATE ANCHORAGE ITEMS. 4. ARRANGE FASTENERS, ATTACHMENTS, AND JOINTING TO ENSURE CONCEALMENT FROM VIEW. 5. PREPARE COMPONENT WITH REQUIRED INTERNAL REINFORCEMENT FOR DOOR HARDWARE. K. INSPECTION 6. VERIFY WALL OPENING AND ADJOINING AIR AND VAPOR SEAL MATERIALS ARE READY TO RECEIVE WORK OF THIS SECTION. 7. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. L. INSTALLATION 1. INSTALL FRAMES IN ACCORDANCE WITH MFR'S INSTRUCTIONS, OR MORE STRINGENT REQUIREMENTS INDICATED. 2. USE ANCHORAGE DEVICES TO SECURELY ATTACH FRAME ASSEMBLY TO STRUCTURE. 3. ALIGN ASSEMBLY PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN ASSEMBLY DIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK. 4. APPLY ONE COAT OF BITUMINOUS PAINT TO CONCEALED ALUMINUM AND STEEL SURFACES IN CONTACT WITH CEMENTITIOUS OR DISSIMILAR MATERIALS. 5. INSTALL GLASS IN ACCORDANCE WITH SECTION 08800, USING DRY METHOD OF GLAZING. 6. INSTALL PERIMETER SEALANT AND BACKING MATERIALS, N ACCORDANCE WITH SECTION 07900. M. CLEANING 1. REMOVE PROTECTIVE MATERIAL FROM PREFINISHED ALUMINUM SURFACES. 2. WASH DOWN EXPOSED SURFACES USING A SOLUTION OF MILD DETERGENT IN WARM WATER, APPLIED WITH SOFT, CLEAN WIPING CLOTHS. TAKE CARE TO REMOVE DIRT FROM CORNERS. WIPE CLEAN. 3. REMOVE EXCESS SEALANT BY MODERATE USE OF MINERAL SPIRITS OR OTHER SOLVENT ACCEPTABLE TO SEALANT MANUFACTURER. REVIEWED FOR CODE COMPLIANCE A P V W AUG -72008 1 City Of Tukwila 3UILDING DIVISION RECK AF: MAY 2 8 ZOOG PERMIT CENTER REGISTERED A CilITECI 9 \ BRUCE M. CARLSON 1 STATE Of WASHINGTON Z c7 O CO CC 0 J Q W `'' tE U w CC 3 CO x co W g m CO vi SO. FT. GALLS R TAIL: 2c144 SF TOTAL: 2°144 SF CONCEPT: MI CONCEPT DATE: 05--18 -08 STORE NUMBER: 447 PERMIT SET ISSUE DATE: REV. DATE SCALE: NO SCALE SPECIFICATIONS A -11 08710 DOOR HARDWARE A. SUPPLIER QUALIFICATIONS: HARDWARE IS FURNISHED BY CONTRACTOR AND INSTALLED BY CONTRACTOR. SEE SCHEDULE FOR SPECIFICATIONS. B. KEYS & KEYING: 1. MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. 2. ALL CYLINDER ITEMS SHALL BE KEYED AS DIRECTED BY BEST BUY. 3. RE -KEY EXISTING DOOR LOCKS AS DIRECTED BY BEST BUY. 4. KEYS: FURNISH 3 FOR EACH CYLINDER UNIT. C. FINISH: AS SCHEDULED ON THE DRAWINGS. D. INSTALLATION: 1. MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. 2. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. WHEREVER CUTTING AND FITTING ARE REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHES IN ANOTHER WAY, INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH OPERATION. AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. 4. HARDWARE MOUNTING HEIGHTS: MOUNTING HEIGHTS AS INDICATED ON THE DRAWINGS OR REQUIRED TO MEET CODE AND ACCESSIBILITY REQUIREMENTS. VERIFY ANY CONFLICTS WITH LOCATION OF OTHER HARDWARE FOR PROPER CLEARANCES FOR INSTALLATION PRIOR TO CUTTING OR MILLING FOR SPECIFIED HARDWARE. NOTIFY OWNER IMMEDIATELY IF SUCH CONFLICTS ARE DETERMINED. 5. ADJUSTING AND CLEANING: ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. CLEAN DOOR AND HARDWARE. E. HARDWARE GROUPS: AS SCHEDULED ON THE DRAWINGS. 08800 GLAZING A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES AS SHOWN AND DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA (FLOAT GLASS MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS WELL AS SIGMA (SEALED INSULATED GLASS MANUFACT. ASSOC.) FOR INSULATED GLASS. D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO WITH STAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF GLASS AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. E. CONFORM TO CODE REQUIREMENTS FOR SAFETY GLAZING. F. MATERIAL FOR INTERIOR STOREFRONT GLASS: 1. CLEAR GLASS - ASTM C1048, FT -FULLY TEMP., QUALITY -Q3 GLAZING SELECT. 2. THICKNESS AS SHOWN ON DRAWINGS. 3. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING SUCH. 4. PROVIDE INSULATED GLASS WHERE INDICATED ON DRAWINGS. G. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. H. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. I. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. J. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. K. REMOVE LABELS AFTER WORK IS COMPLETE. L. CLEAN GLASS AND ADJACENT SURFACES. DIVISION 9 - FINISHES 09111 LIGHT GAUGE METAL SUPPORT SYSTEMS A. SUMMARY: INTERIOR LIGHT GAUGE SUPPORT FRAMING. B. SYSTEM DESCRIPTION 1. STRUCTURAL DESIGN: a. SELECT FRAMING SYSTEMS, GAUGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED, AND NOTED ON THE DRAWINGS. b. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE THICKER GAUGES AND INCREASED STUD SPACING AS NECESSARY TO MEET THE DESIGN REQUIREMENTS. 2. DESIGN LOADS: a. INTERIOR CEILING ASSEMBLIES: PROVIDE FRAMING COMPONENTS AS INDICATED ON THE DRAWINGS. b. INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. c. SEISMIC LOADS: CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, SEISMIC ZONE. 3. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS WHICH ARE A PART OF EACH ASSEMBLY. 2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE OWNER, AND DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED. D. MATERIALS AND COMPONENTS: 1. LIGHT GAUGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED ON THE DRAWINGS, AND REQUIRED IN THE STANDARDS REFERENCED. MINIMUM 20 GAUGE, EXCEPT PROVIDE THICKER GAUGES AS REQUIRED TO MEET DEFLECTION REQUIREMENTS OR AS INDICATED ON THE DRAWINGS. 2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE WITH ASTM C754. 3. SCREWS: SELF TAPPING; LOW PROFILE HEAD. 4. FIRE RATED TRACK: AS SPECIFIED IN SECTION 07840. 5. PARTITION HEAD COMPENSATING CHANNEL: DESIGN FOR MINIMUM 1 1/2 INCH DEFLECTION. PROFILES AS INDICATED; ONE OF THE FOLLOWING. a. 12 GAUGE DEEP LEG TRACK; 21/2 INCH LEGS. b. SLIP TRACK SYSTEMS INC. (ANAHEIM, CA; 714- 761 -1921) "SLP -TRK." 6. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. F. PARTITION FRAMING: 1. RUNNERS: a. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 12 INCHES OC. b. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. c. TOP RUNNER: USE PROPRIETARY COMPENSATING CHANNEL OR DEEP LEG TRACK AT CONTRACTOR'S OPTION, AS NECESSARY TO ACCOMMODATE BUILDING DEFLECTION. d. UNLESS APPROVED OTHERWISE, AT FIRE RATED PARTITION ASSEMBLIES, USE FIRE RATED TRACKS. INSTALL FIRE RATED TRACKS IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY REQUIREMENTS. e. ALIGN TO TOLERANCES SPECIFIED. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES OC, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. 4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 4 FT ON CENTER AT ALL FRAMING WHICH DOES NOT EXTEND TO STRUCTURE. 5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO CEILING TRACK AT THE JAMB OF EACH DOOR FRAME AND CASED OPENING. STUDS SHALL BE THE SAME GAUGE AS THE ADJACENT STUDS, BUT NO LESS THAN 20 GAUGE. PROVIDE DIAGONAL STEEL STUD BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE. 6. COORDINATE ERECTION OF STUDS WITH INSTALLATION OF SERVICE UTILITIES. ALIGN STUD WEB OPENINGS. 7. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND WINDOW FRAMES, FIRE EXTINGUISHER CABINETS, ACCESS DOORS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 8. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER SIDE OF EXPANSION JOINTS. 9. STUD SPLICING NOT PERMISSIBLE. 10. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 11. STUD BRIDGING: a. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. b. INSTALL STUD BRIDGING CHANNEL IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. Xref Q :I %8E5T SUY Musical Instruments /91= 'OTOTYPE ED RAUJINGSI/ 0000MI title.dwci G. BACKING: 1. PROVIDE METAL BACKING/BLOCKING, AS SPECIFIED ON DRAWINGS. 2. COORDINATE ALL REQUIRED BLOCKING FOR FURNITURE, SHELVING, CABINETS, PROJECTORS, WALL STOPS, ETC., WITH THE APPROPRIATE VENDOR. 3. PROVIDE 1/2" PLYWOOD BACKING WHERE INDICATED IN DRAWING. H. STANDARD WALL FURRING: INSTALL 2" FURRING AT EXISTING STUD WALLS OVER EXISTING GYPSUM BOARD AND AT CONCRETE WALLS WHERE INDICATED ON DRAWINGS, NOT MORE THAN 4" (100 MM) FROM FLOOR AND CEILING LINES AND ABUTTING WALLS. SECURE IN PLACE ON ALTERNATE CHANNEL FLANGES AT MAXIMUM 24 INCHES (60 MM) ON CENTER. I. ACOUSTIC FURRING: INSTALL PAC INTERNATIONAL RSIC -1 RESILIENT CHANNELS AT MAXIMUM 12" O.C. VERTICAL BY 24" Q.C. HORIZONTAL IN MUSIC ROOMS. SPACING TO BE 24" VERTICAL BY 48" HORIZONTAL ABOVE MUSIC ROOM CEILINGS WHERE REQUIRED. LOCATE JOINTS OVER FRAMING MEMBERS. PROVIDE HAT CHANNELS AS INDICATED ON DRAWINGS. J. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. 09260 GYPSUM BOARD ASSEMBLIES A. QUALITY CONTROL: 1. WHERE FIRE RATED CONSTRUCTION IS A PART OF THE WORK OR THIS CONTRACT, PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED. ASSEMBLIES SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. B. MATERIALS: 1. GYPSUM BOARD: a. 5/8 INCH THICK UNLESS NOTED OTHERWISE. b. STANDARD BOARD: ASTM C 1396 / C 1396M; TYPE X IN FIRE RATED PARTITIONS WHERE INDICATED. 2. ACCESSORIES: a. TRIM: CONCEALED FLANGE SCREW -ON TYPE; METAL OR PVC AT CONTRACTOR'S OPTION; GA 216. b. JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 AND GA 216; USE SETTING TYPE JOINT COMPOUND AT WATER RESISTANT BOARD. c. SCREWS: ASTM C1002. d. ACOUSTICAL INSULATION: ASTM C 665; PREFORMED GLASS FIBER, FRICTION FIT TYPE, UNFACED. THICKNESS: IN ACCORDANCE WITH DRAWINGS TO MATCH STUD DEPTH. e. ACOUSTICAL SEALANT: NON- HARDENING, NON- SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD. 1. APPLY AT ALL GAPS IN WALL, FLOOR AND CEILING. INCLUDING: GAPS AT WALL STUD FLOOR PLATES, AROUND ELECTRICAL OUTLETS AND BOXES, AROUND AIR DUCTS AND BOOTS, AROUND DOORS AND WINDOWS, AND ANY OTHER WALL, FLOOR AND CEILING PENETRATIONS OR GAPS. f. PROVIDE GASKETING AT ALL OUTLET AND WALL OPENINGS. C. INSTALLATION: 1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." 2. SCREW FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE. 3. CONTROL JOINTS: LOCATE CONTROL JOINTS AS FOLLOWS: a. AT MAXIMUM 30 FOOT INTERVALS ALONG CONTINUOUS WALL PLANES. b. AT MAXIMUM 50 FOOT INTERVALS AT CONTINUOUS CEILINGS WITH PERIMETER RELIEF. c. AT MAXIMUM 30 FOOT INTERVALS AT CONTINUOUS CEILINGS WITHOUT PERIMETER RELIEF. d. AT LOCATIONS WHERE EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE. e. ALIGN TO INTERSECT LIGHT FIXTURES, AIR DIFFUSERS, DOOR OPENINGS, AND OTHER AREAS OF STRESS CONCENTRATION. f. POSITION CONTROL JOINTS AT LOCATIONS WHERE EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE. g. LOCATE CONTROL JOINTS TO FORM RECTANGULAR OR SQUARE SECTIONS, IN "L," "U," "T," OR OTHER IRREGULARLY SHAPED AREAS. h. COORDINATE FINAL CONTROL JOINT LOCATIONS WITH THE OWNER. 4. DOUBLE -LAYER NON- RATED: USE GYPSUM BOARD FOR FIRST LAYER, PLACED PARALLEL TO FRAMING OR FURRING MEMBERS, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. USE GLASS MAT FACED GYPSUM BOARD AT EXTERIOR WALLS AND AT OTHER LOCATIONS AS INDICATED. PLACE SECOND LAYER PERPENDICULAR TO FRAMING OR FURRING MEMBERS. OFFSET JOINTS OF SECOND LAYER FROM JOINTS OF FIRST LAYER. 5. ACOUSTICAL INSULATION: PLACE TIGHTLY WITHIN SPACES, AROUND CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. 6. FINISHING: a. PROVIDE FINISHING IN ACCORDANCE WITH GA 214 b. WHERE NECESSARY TO SAND, DO SO WITHOUT DAMAGING THE FACE OF THE GYPSUM BOARD. c. LEVELS OF FINISH: 1) LEVEL 5: NOT USED. 2) LEVEL 4: NOT USED. 3) LEVEL 3: PROVIDE UNLESS INDICATED OR SPECIFIED OTHERWISE. 4) LEVEL 2: NOT USED. 5) LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS: a) SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK ( "FIRE- TAPING "). 6) LEVEL 0: PROVIDE AT SURFACES OF NON -FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK, INCLUDING SURFACES TO BE COVERED BY CASEWORK, WOOD PANELING. 09511 SUSPENDED ACOUSTICAL CEILINGS A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID, AS SHOWN ON THE DRAWINGS. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET. C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. WHERE REQUIRED BY CODES, CEILING ASSEMBLIES SHALL CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR FIRE RATED ASSEMBLIES. D. AT TIME OF COMPLETION, DELIVER ONE PACKAGE OF ACOUSTICAL PANELS TO THE TENANT OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. E. COMPLY WITH ASTM C 635 FOR INTERMEDIATE - DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE - STRETCHED, 12 GA MINIMUM. F. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, FIRE - RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. G. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACE 4' -0" ALONG EACH CARRYING CHANNEL OR DIRECT -HUNG RUNNER. SECURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE - SCREWS, OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. H. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. I. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION MEMBERS, SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND PENETRATIONS. J. INSTALL HOLD -DOWN CLIPS IF REQUIRED BY CODE. K. ACOUSTICAL CEILING TILE SCHEDULE: 1. ACT -31: NON- DIRECTIONAL FISSURED: WET FORMED, MINERAL FIBER ACOUSTICAL PANELS, STANDARD WHITE PAINTED FINISH. SIZE: 48" X 24 ", ANGLED TEGULAR EDGE, SCORED. a. ARMSTRONG, "SCORED ": #2767. b. OR EQUIVALENT WITH SAME PERFORMANCE AND WARRANTY. SUB - CONTRACTOR TAKES RESPONSIBILITY FOR PRODUCT. c. ALL FIELD CUT ACOUSTICAL CEILING TILE TO BE CUT WITH DADO & BEVEL TO MATCH FACTORY EDGE. L. ALL FIELD CUT ACOUSTICAL CEILING TILE TO BE CUT WITH DADO & BEVEL TO MATCH FACTORY EDGE. 09680 CARPETING A. SUMMARY: CARPET TILES AND ROLL CARPETING. B. MAINTENANCE MATERIALS: FURNISH THE FOLLOWING. 1. MINIMUM 20 CARPET TILES OF MAIN FIELD CARPET TILE. 2. MINIMUM 10 CARPET TILES OF EACH OTHER TYPE OF CARPET TILE. C. QUALITY ASSURANCE: 1. CARPET INSTALLER: MINIMUM OF 3 YEARS EXPERIENCE IN CARPET INSTALLATIONS OF SIMILAR SIZE AND SCOPE. D. MATERIALS: 1. CARPET TILE: AS SCHEDULED ON THE DRAWINGS, INTEGRAL PADDED BACKING, FURNISHED BY BBE. 2. ROLL CARPETING: AS SCHEDULED ON THE DRAWINGS; NO PAD, FURNISHED BY BBE. 3. ACCESSORIES: a. ADHESIVES: AS RECOMMENDED BY THE CARPET MANUFACTURER FOR INSTALLATION UNDER CONDITIONS OF THIS PROJECT. b. USE RELEASE TYPE ADHESIVES AT CARPET TILE LOCATIONS. c. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER. d. EDGE STRIPS: VINYL REDUCER STRIPS; SIZE AND CONFIGURATION AS APPROPRIATE FOR CONDITIONS; STANDARD COLOR AS SELECTED TO BEST MATCH CARPET FIELD COLOR. e. TRANSITION STRIP AT CARPET /CONCRETE FLOOR JUNCTURE IS "JOHNSONITE" REDUCER EG -40 -G BLACK. f. TRANSITION STRIP AT CARPET/ VINYL FLOOR JUNCTURE IS "JOHNSONITE" REDUCER #CTA -40 -H g. THRESHOLD AT MUSIC ROOM DOORS: SEE SECTION 08410. E. PREPARATION: 1. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER, AND OTHER SUBSTANCES WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. 2. FILL LOW SPOTS AND CRACKS OVER 1/8 INCH IN WIDTH WITH LATEX UNDERLAYMENT. 3. PERFORM SUBSTRATE MOISTURE TEST IN ACCORDANCE WITH ASTM D4263 TO VERIFY THAT SLAB IS DRY TO THE POINT WHERE INSTALLATION MAY COMMENCE. NOTIFY THE OWNER IF MOISTURE LEVELS EXCEED 3 LBS. /1000 SQ FT. F. CARPET INSTALLATION 1. INSTALL CARPET TILES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; INSTALL ROLL CARPETING IN ACCORDANCE WITH CARPET AND RUG INSTITUTE (CRI) RECOMMENDATIONS. 2. FLOOR ADHESIVE SHALL BE APPLIED IN ACCORDANCE WITH ADHESIVE MANUFACTURER'S RECOMMENDATIONS USING A ROLLER TO ENSURE MAXIMUM CONTACT. ROLL STOCK CARPET, AND CARPET TILE SHALL BE FULLY ADHESIVELY BONDED. 3. ORIENT CARPET TILES IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS UNLESS SCHEDULED OR DIRECTED OTHERWISE. INSTALL TILES IN THE SAME DIRECTION. 4. COMMENCE LAYING TILE IN CENTER OF ROOM AT CARPET START POINT AND WORK TOWARD PERIMETERS; CUT BORDER TILE AFTER FIELD TILES HAVE BEEN INSTALLED. START FULL FIELD CARPET TILE FROM EDGE OF BORDER TILE, BEING SURE TO ALIGN SEAMS WITH FIELD TILE FROM CENTER OF SPACE. CUT CARPET EVENLY AND ACCURATELY TO FIT NEATLY AT WALLS, COLUMNS, AND PROJECTIONS. LAY TILE SQUARE WITHIN AREA OF INSTALLATION. JOINTS SHALL BE TIGHT AND UNNOTICEABLE UPON COMPLETION. 5. CUT CARPET FOR TELEPHONE AND ELECTRICAL OUTLETS. 6. CARPET TILE INSTALLATION SHALL BE ROLLED AND RE- ROLLED ON THE DAY FOLLOWING INSTALLATION TO ASSURE COMPLETE TRANSFER OF ADHESIVE. 7. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. USE FULL LENGTH PIECES ONLY. BUTT TIGHT TO VERTICAL SURFACES. WHERE SPLICING CANNOT BE AVOIDED, BUTT ENDS TIGHT, FLUSH, AND ACCURATELY ALIGNED. G. REMNANTS: UPON COMPLETION OF THE INSTALLATIONS, PACKAGE ALL REMAINING CARPET TILES. REMOVE AND DISPOSE OF REMNANTS AT A LEGAL OFF -SITE LOCATION. H. CLEANUP: 1. THE PREMISES SHALL BE KEPT FREE FROM UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS DURING THE PROGRESS OF THE WORK. 2. REMOVE THREADS WITH SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S RECOMMENDED SPOT REMOVER. 3. THOROUGHLY POWER VACUUM ENTIRE SURFACE USING EQUIPMENT WITH MOTOR DRIVEN BRUSHES. I. CARPET SCHEDULE: 1. CA -2: RACETRACK- MANUFACTURER: LEES CARPETS; PATTERN: DK973/254, "SANDSTONE" 2. CA -31: CENTER CIRCLE - MANUFACTURER: LEES CARPETS; PATTERN: CUSTOM #ELG26982 (RED) 3. CA -32: MAIN - MANUFACTURER: LEES CARPETS; PATTERN: CUSTOM #ELG26983 09900 PAINTING A. ALLOWABLE MANUFACTURERS: BEST BUY HAS ESTABLISHED A NATIONAL ACCOUNT AGREEMENT FOR PRODUCTS OF THIS SECTION FROM THE FOLLOWING MANUFACTURERS: 1. BENJAMIN MOORE & CO. VICKI PERSONS PHONE: (800) 642 - 5678 x2215 EMAIL: VICKI.PERSONS @BENJAMINMOORE.COM B. QUALITY ASSURANCE: 1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS, PINHOLES, BUGS, RUNS, OR OTHER SURFACE IMPERFECTIONS. 2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN ADEQUATE HIDE. 3. MATERIALS TO BE VOC COMPLIANT. C. MAINTENANCE MATERIALS: 1. FURNISH MINIMUM 2 GALLONS OF C -33 COLOR (MAIN FIELD PAINT COLOR). 2. FURNISH MINIMUM 1 GALLON OF EACH ADDITIONAL PAINT TYPE AND COLOR COMBINATION. 3. OVERAGE MAY BE TAKEN FROM THE BATCH MIX FURNISHED FOR THE WORK. OVERAGE SHALL BE FURNISHED IN COMPLETELY FILLED, PROPERLY LABELED, SEALED CANS. 4. PROVIDE MANUFACTURER'S MIX FORMULATION CLEARLY MARKED ON EACH CONTAINER. D. MATERIALS MANUFACTURERS AND PRODUCTS: 1. PROVIDE PRODUCTS BY THE ABOVE MANUFACTURERS. 2. NO SUBSTITUTIONS. E. SURFACE PREPARATION: 1. PREPARE SURFACES BY REMOVING ALL DIRT, DUST, GREASE, OIL, MOISTURE, AND OTHER CONTAMINANTS WHICH WILL IMPAIR THE PROPER ADHESION OF THE FINISH. 2. WOOD - OPAQUE PAINT FINISH: a. REMOVE LOOSE, BLISTERED, SCALED, OR CRAZED FINISHES TO BARE SUBSTRATE; FEATHER NEW WORK INTO EXISTING WORK. PREPARE SURFACES TO THE NEAREST BREAK LINE IF NECESSARY TO BLEND NEW FINISHES WITH OLD FINISHES. b. WASH AND RINSE SURFACES WITH TRISODIUM PHOSPHATE AND WATER OR OTHER SOLUTION REQUIRED TO CAUSE BLEED THROUGH, OF NEWLY APPLIED FINISHES. c. LIGHTLY SAND, OR APPLY A LIQUID DEGLOSSER ON EXISTING SEMI -GLOSS AND HIGH -GLOSS FINISHES BEFORE REFINISHING. F. SPECIAL APPLICATION REQUIREMENTS: 1. UNLESS SPECIFIED OR INDICATED OTHERWISE, FOLLOW PAINT MANUFACTURER'S LABEL DIRECTIONS FOR GENERAL APPLICATION PROCEDURES AND COVERAGE RATES. 2. DO NOT APPLY FINISHES ON SURFACES THAT ARE NOT SUFFICIENTLY DRY. MAKE SURE EACH COAT OF FINISH IS DRY AND HARD BEFORE A FOLLOWING COAT IS APPLIED UNLESS THE MANUFACTURER'S DIRECTIONS STATE OTHERWISE 3. TINT FILLER TO MATCH STAIN WHEN CLEAR FINISHES ARE SPECIFIED; WORK FILLER WELL INTO GRAIN AND, BEFORE IT HAS SET, WORKING PERPENDICULARLY TO THE GRAIN, WIPE THE EXCESS FROM THE SURFACE. 4. OPAQUE FINISHES: a. APPLY NUMBER OF COATS SCHEDULED FOR EACH APPLICATION, EXCEPT THAT ADDITIONAL FINISH COATS SHALL BE APPLIED AS NECESSARY FOR COMPLETE HIDING OF SUBSTRATE COLORS. b. APPLY PRIMER COATS UN- TINTED. WHERE MORE THAN ONE COAT OF PAINT I5 REQUIRED, TINT EACH SUCCEEDING COAT UP TO THE FINAL COAT SIMILAR IN TINT, BUT SLIGHTLY LIGHTER IN VALUE (SHADE). c. SAND LIGHTLY BETWEEN COATS IF NECESSARY TO ACHIEVE REQUIRED FINISH; SAND BETWEEN ALL COATS APPLIED TO WOOD SUBSTRATES. 5. ROLLERS FOR APPLICATION AND BACK ROLLING OF LATEX PAINTS SHALL HAVE A NAP OF 3/8 INCH OR LESS. 6. WHERE ROLLER TEXTURE IS SCHEDULED FOR APPLICATION TO PLASTER AND GYPSUM BOARD SURFACES, FINISH COATS MAY BE ROLLER - APPLIED, OR SPRAY APPLIED AND BACK ROLLED AT CONTRACTOR'S OPTION. 7. FACTORY PRIMED SURFACES: APPLY SCHEDULED FINISH SYSTEM, LESS PRIMER COAT, EXCEPT AS NECESSARY FOR PATCHING DAMAGE TO FACTORY PRIME COATING. 8. ALL PAINTED CEILING ACCESSORIES INDICATED TO BE PAINTED SHALL BE SPRAY FINISHED PRIOR TO INSTALLATION. G. SYSTEMS: 1. PT -1: GYPSUM BOARD - LATEX SYSTEM: a. 1ST COAT: S -W PREPRITE 200 LATEX TINTED PRIMER, B28W200 (4 MILS WET, 1.2 MILS DRY) b. 2ND COAT: S -W PROMAR 200 LATEX SEMI - GLOSS, B31W200 SERIES c. 3RD COAT: S -W PROMAR 200 LATEX SEMI - GLOSS, B31W200 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT) d. UTILIZE SHERWIN - WILLIAMS COLOR PRIME SYSTEM FOR SATURATED AND ACCENT COLORS e. SHEEN: EGGSHELL, UNLESS OTHERWISE INDICATED. 2. PT -2: INTERIOR FERROUS METALS - LATEX SYSTEM: a. THE PRIMER MAY BE OMITTED AT FACTORY PRIMED SURFACES, EXCEPT AS NECESSARY TO RECOAT DAMAGED OR ABRADED PREPRIMED SURFACES. SPRAY APPLY TO EQUIPMENT TRIM. b 1ST COAT: DTM ACRYLIC TINTED PRIMER/FINISH B66W1 (2.5 - 5.0 MILS DRY PER COAT) c. 2ND COAT: DTM ACRYLIC COATING B66 -100 SERIES (2.5 - 4.0 MILS DRY PER COAT) d. 3RD COAT: DTM ACRYLIC COATING B66 -100 SERIES e. SHEEN: SEMI - GLOSS, UNLESS INDICATED OTHERWISE. f. APPLICATION: INTERIOR FERROUS METAL SURFACES, INCLUDING WELDED HOLLOW METAL DOORS AND FRAMES, ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, AND ACCESS DOORS; ALL CEILING ACCESSORIES, INCLUDING SUPPLY AND RETURN DIFFUSERS, RECESSED LIGHT TRIM RINGS, CEILING MOUNTED TRIM RINGS FOR SECURITY DEVICES, SPEAKER FACES, AND SUPPORT BRACKETS EXCEPT AS INDICATED; DO NOT PAINT SPRINKLER HEADS AND COVERS, EXIT SIGNS, LIGHT FIXTURES, LIGHTING TRACK, SECURITY CAMERA HOUSINGS OR OTHER SECURITY EQUIPMENT. PAINT TO MATCH ADJACENT FINISH COLOR UNLESS OTHERWISE INDICATED. 3. MISC WOOD: a. 1ST COAT: S -W WOOD CLASSICS INTERIOR OIL STAIN, A49 SERIES -COLOR ST -6 b. 2ND COAT: S -W WOOD CLASSICS POLYURETHANE VARNISH, GLOSS A67V1 c. 3RD COAT: S -W WOOD CLASSICS POLYURETHANE VARNISH, SATIN A67V1 SERIES ( 4 MILS WET 1.4 MILS DRY PER COAT) H. COLOR SCHEDULE: 1. C -31: WALLS - SEE ELEVATIONS a. BENJAMIN MOORE 2087 -10 "NEON RED ", HIGH GLOSS b. LEVEL 5 FINISH c. NO SUBSTITUTIONS 2. C-32: WALLS - SEE ELEVATIONS a. BENJAMIN MOORE 2087 -10 "NEON RED ", SATIN b. NO SUBSTITUTIONS 3. C -33: WALLS - SEE ELEVATIONS a. BENJAMIN MOORE 2111 -40'TAOS TAUPE" b. NO SUBSTITUTIONS 4. C -34: ROOF DECK, STRUCTURAL COMPONENTS, EXPOSED MECHANICAL AND ELECTRICAL ON CEILING, AND WALLS ABOVE 14' -O" / 16' -0 ". SEE ELEVS. a. BENJAMIN MOORE 2137 -30 "DURANGO" b. NO SUBSTITUTIONS DIVISION 10 - SPECIALTIES 10520 FIRE EXTINGUISHERS AND CABINETS A. EXTINGUISHERS: 1. MULTIPURPOSE DRY CHEMICAL TYPE (FE): HEAVY DUTY DOT STEEL TANK; UL RATING 2A- 10B:C, 5 LB CAPACITY, WITH PRESSURE GAGE; RED ENAMEL FINISH; METAL VALVES AND SIPHON TUBES. B. CABINETS: 1. PROVIDE SEMI - RECESSED MODELS IN ALL SALES FLOOR (PUBLIC) AREAS. 2. PROVIDE SIZES AS NECESSARY TO ACCOMMODATE EXTINGUISHERS. 3. STYLE: LARSEN MANUFACTURING; "ARCHITECTURAL SERIES;" OR EQUAL. 4. BOX: MANUFACTURER'S STANDARD HEAVY GAUGE STEEL. 5. TRIM: ALUMINUM, SQUARE TRIM, 1-1/4 TO 1-3/4 INCHES WIDE FACE. 6. DOOR: ALUMINUM; SOLID DOOR, REINFORCED FOR FLATNESS AND RIGIDITY; SATIN ZINC OR ALUMINUM PULL, ROLLER CATCH, AND CONTINUOUS HINGE. 7. CABINET FINISHES: a. CABINET TRIM AND DOOR: CLEAR SATIN ANODIZED FINISH. b. CABINET INTERIOR: WHITE EPDXY OR WHITE BAKED ENAMEL. 8. LETTERING: "FIRE EXTINGUISHER ", BLACK COLOR, VERTICAL DIE -CUT LETTERS. C. ACCESSORIES: 1. FIRE EXTINGUISHER BRACKETS: MANUFACTURER'S STANDARD J -TYPE. PROVIDE AT FIRE EXTINGUISHER LOCATIONS IN RECEIVING AND STORAGE AREAS WHERE NO CABINET IS INDICATED. D. INSTALLATION: 1. INSTALL CABINETS PLUMB AND LEVEL IN WALL OPENINGS IN LOCATIONS AS DIRECTED BY LOCAL FIRE MARSHAL. UNLESS OTHERWISE INDICATED, INSTALL 30 INCHES FROM FINISHED FLOOR TO INSIDE BOTTOM OF CABINET. 2. SECURE RIGIDLY IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. WHEN RECESSED CABINETS ARE INSTALLED IN FIRE RATED WALLS, MAINTAIN FIRE RESISTANCE RATING CONTINUOUSLY BEHIND THE CABINET. DIVISION 11- EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS NOT USED DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYANCE SYSTEMS NOT USED DIVISION 15 - MECHANICAL SEE ATTACHED MECHANICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SEE ATTACHED ELECTRICAL SPECIFICATIONS END OF SPECIFICATION REVIEWED FOR CODE COMPLIANC E APPROVE AUG -7 O 33UILDIMG ` EC I E MAY 2 8 2008 PERMIT CENTER 54 BRUCE M. CARISON STATE OF WASHINGTON N � _ I- - w LJ11J 0 -Qi a =z° W } Do °CO W,-? w U Cr [D W I I ' a zZu Z O U z = O woi an- a >_ ¢ N w Lu co U _ J OWI_ cc wzaw Y O W d ,, ,c _ I-Q .v <3 z O J cc q W cC m w c 7 z z J REGISTERED ARCHITECT O � ON Z D t(Qrn I U ❑ n W N JW r 1 1 c0 U D O Mrn SG. FT. GALLS RETAIL: 2 4 TOTAL: 2 SF CONCEPT: MI CONCEPT DATE: 03-I s-os STORE NUMBER: 447 PERMIT SET ISSUE DATE: OS- 17-cOS REV. DATE SCALE: NO SCALE SPECIFICATIONS A -12 FIXTURE LEGEND HR.1 184°0 4ALF LOW GONDOLA: 5' -0" HIGH X 1' -6" WIDE X 4' -0" LONG HR.2 240 1-IALF 1-OW GONDOLA: 5' -0" NH IG X 2' -0" WIDE X 4' -0" LONG LB.1 48400 LOW GONDOLA: 5' -0" NIGH X 4' -0" LONG X 4' -0" WIDE TG.1 240 DOUBLE SIDED LOW GONDOLA: 5' -0" I-41G1-1 X 2' -0" WIDE X 4' -0" LONG W/ NO BASE DECK 1 SCALE: 1/4" - 1' -0" -_ WS.1 MI.2 12' -10" LESSON 1 &1 "FIXTURE EXTENSION" FURNISI -IED 5Y BEST BUY_ MOUNT EXTENSION BETWEEN 1- 14NGING TRUSS AND JOIST AREA. PROVIDE ANGLE IRON BETWEEN JOISTS TO SECURE TOP OF EXTENSION. WS.1 D 1 &2 C C 1:SM mgr tin WS.1 T V, 1-19m RM 1 &3 T T. cal LB.1 NOTE: CONTACTOR TO VERIFY WALL STANDARD LOCATIONS WITH BEST BUT PROJECT MANAGER FOR COORDINATION OF PLYWOOD BACKING LOCATIONS. ED.F tin WS.1 ACOOU TIC RM 1 &4 6 -3 1/2" 3' -9 1/2" 4' -0" 5 M T W tun 1 5' -9" WS.2 GENERAL NOTES 1. ALL FIXTURES, 51- IELVING AND STANDARDS ARE TO BE INSTALLED BY FIXTURE CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE PLYWOOD BACKING FOR ALL STANDARDS. FIXTURES SUPPLIED BY BEST BUY CO. 2. ALL FIXTURES DIMENSIONS ARE MEASURED FROM KICK PLATE TO KICK PLATE. REVIEWED FOR CODE COMPLIANCE A P P R O V E 1 AUG - 7 2501 ti IIWLG DIVISION FIXTURE PLAN TYP. x RECEN1711 MAY 2. 8 2008 , 'ERMIT CENTER MOD. 5449 REGISTERED ARCHITECT 1 BRUCE M. CARLSON STATE OF WASHINGTON Z z � VJ ° CC 0 J z¢ z • O LU !Z' U U� w CC U S ma z 0 9 Q SG. FT. GALLS RETAIL: 2 44 SF TOTAL. 2c1. SF GONGEFT: MI GONGEFT DATE: o- 1808 STORE NUMBER: 447 FERMI T SET 155UE DATE: 05-16-08 REV. DATE SCALE: AS NOTED FIXTURE PLAN F -1 Z NZNZ CE MOUNTED 3" Q.C. AFF, TRACTOR FROM INSTALLED ,Ea, 4 4 EQ .. SCALE: 3/16" -1 4 SCALE: 3/16" = 1'-0" SCALE: 3/16" - 1 4 :• • 3: • 1:• iE 1- 6 - ' PRACTICE RM (FRONT) SCALE: 3/16"-P-0" JAM ROOM (FRONT) 4 J 4 ..• i. 37. 37 "•:, ::• • .4: ::• ";• "4 :: • .4 ::• , • • • • • • • 1 • • SALES GALLERY (FRONT) SALES GALLERY (REAR) 4 ,•:: 7 BEST BUY SURFACE MOUNTED STANDARDS 6 4a" O.C. FROM FLOOR TO 14 AFF, INSTALLED 5Y FIXTURE CONTRACTOR .••••-; 3: 4' 0" SCALE: 3/16" JAM ROOM (LEFT) 15 ' 4 1 � J1 BEST BUY SURFACE MOUNTED STANDARDS 46" O.G. FROM FLOOR TO 14 AFF, INSTALLED 5Y FIXTURE CONTRACTOR 4' 0" BEST BUY SURFACE MOUNTED STANDARDS ID 40" O.C. PROM FLOOR To at-0" AFF, INSTALLED Si FIXTURE CONTRACTOR 4' 0" SCALE: 3/16" = PRACTICE RM (LEFT) () PRACTICE RM (REAR) 9 PRACTICE RM (RIGHT) SCALE: 3/16" = 1 SCALE: 3/16" = SCALE: 3/16" JAM ROOM (REAR) JAM ROOM (RIGHT) SCALE: 3/16" = SALES GALLERY (LEFT) SCALE: 3/16" EQ 4 4 0" SCALE: 3/16"-V-0" SCALE: 3/16" = 1 SALES GALLERY (RIGHT) SCALE: 3/16" = . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . .. :0 33 3233:0 3.3 3:3 3 ''''''' • BEST etly SURFACE MOUNTED STANDARDS 's 48" C.C. FROM FLOOR TO 8 AFF, INSTALLED BY FIXTURE CONTRACTOR DRUM RM (FRONT) 9 ZN :;:? ;•, 52; C.C.: In FIXTURES INDICATED 5Y DASH LINE, TYF DRUM RM (LEFT) SCALE: 3/16" =1 SCALE: 3/16" - -II-0" LADDER SLIDE TO 5TOF 3' FROM DOOR 28 va" Z\Z ACOUSTIC RM (FRONT) i ACOUSTIC RM (LEFT) 4 1 - " SCALE: 3/16" Ep. 4' - 0" 1 4 4 I 4 E 4 BEST BUY SURFACE MOUN STANDARDS 48" O.G. F PI_ DOR TO E3 AFF, INST B FIXTURE CONTRACT° BEST BUY SURFACE MOUNTED STANDARDS ID 45" • OC. FROM FLOOR TO 16 AFF, INSTALLED BY FIXTURE CONTRACTOR BEST SUF4 STANDARDS 4 FLOOR TO 8 BY FIXTURE CO DRUM RM (REAR) DRUM RM (RIGHT) ACOUSTIC RM (REAR) ACOUSTIC RM (RIGHT) SCALE: 3/16" = SCALE: 3/16" =- SCALE: 3/16" - / / / / / STOREFRONT F rED OM ALLED 4 / _C 1 4 / 4 SCALE: 3/16" =1 ()FEN TO , BEYOND \ z NOTE: ALL. JOISTS SHOWN FOR REPRESENTATIONAL PURPOSES ONLY_ NOT CONTRACTOR TO VFRIrsi LUAI L STANDARD 1 ,OCATIONS ,,JIT- SLST 5L1'1" PROJECT MANAGER FOR COORDINATION OF F YLLCQD SACKING LOCA I IONS, REVIEWED FOR-- CODE COMPLIANCE APP MED AUG - 7 25BB Oty Of Tukwila t3UIWING DWISION RECEIVEO MAY 2 8 2008 °ERNI CENTER ` • " < — w u- A - I — Lc.)H ww—ct z Ld 0 — o — z ° ce )_ 0 EP z X ,E 8 =D rt LL (f) < CD = CC w F E5 0 ce 0 1 Id I— U..1 CI IX if5 Z 1.0 CD ,e !? LU Cl/ on Z C5 z 0 0 w Ct 0 } h , 0 = 1 C } CD LU ce cr L- 1 D CU = Ul c) CL CI Ld :I , r- ul ‹C -] 0 0) w SCALE: AS NOTED F-2 REGISTERED ARCHITECT \ BRUCE M. CARLSON STATE OF WASHINGTON E —,00N.cn „ co c r, 0 0 Lo c; Ld u l „ c0 ) o D (f • ' E z : F- Et co u w Sc. FT. .ALOS TAIL: 24 5 TOTAL: 2c1 4 SF CONCEFT; C,ONGEFT DATE: 05-10-00 STORE NUMSER: 447 FERm I T SET ISSUE DATE: o-167--os REV. DATE INTERIOR ELEVATIONS W/ FIXTURES • • • • • KEYED NOTES: 0 CONTRACTOR TO PROVIDE: OPPOSED BLADE DAMPER IN SUPPLY DROP FROM RTU BEFORE SUPPLY AIR DROP BOX; CONICAL BRANCH TAKEOFF FOR MUSIC ROOM SPAN IN SUPPLY DROP UPSTREAM OF OPPOSED BLADE DAMPER. ® BLOCK ALL 4 SIDES OF EXISTING SUPPLY DROP BOX DIFFUSER. CONNECT NEW DUCTWORK AS SHOWN. ® RELOCATE TEMPERATURE SENSOR NEXT TO LIGHT SWITCH 0 5' A.F.F. IN DRUM RM (RM# 162). VERIFY THAT SENSOR IS IN GOOD WORKING CONDMON. REPLACE AS NECESSARY WITH SENSOR THAT 15 COMPATIBLE WITH EXISTING ENERGY MANAGEMENT SYSTEM. ® SPRINKLER PIPING IN THIS AREA SHALL BE MODIFIED TO ADD SPRINKLER HEADS AT THE SUSPENDED CEILING. PLAN SHALL BE SUBMITTED BY FIRE SPRINKLER CONTRACTOR. ® 20/20 TYPE 'F' GRILLE (2 THUS) CONNECTED TO 20/20 TRANSFER DUCT ALLOWING AR BACK TO UNIT ABOVE SALES AREA . MOUNT AS HIGH AS POSSIBLE. ® ROTATE REGISTER TAKEOFF 30' FROM HORIZONTAL, SO GRILLE ANGLES TOWARD FLOOR 0 CONTRACTOR SHALL INSTALL HUMIDIFIER IN ACCESSIBLE LOCATION. DOMESTIC WATER CONNECTION SHALL BE MADE TO CLOSEST ADEQUATELY SIZED WATER UNE. HUMIDIFIER SHALL. BE MOUNTED HIGH ENOUGH FOR PROPER DRAINAGE TO MOP SINK. ® HUMIDIFIER SHALL BE INSTATED TO CONTROL HUMIDITY IN ACOUSTIC RM (164). ® MECHANICAL CONTRACTOR SHALL LOCATE SUPPLY DIFFUSERS AS HIGH AS POSSIBLE. 10 MECHANICAL CONTRACTOR SHILL INSTAL DUCIWORIC AS HIGH AS POSSIBLE. COORDINATE PANT COLOR WRH ARCHITECT. 0 ACOUSTICALLY LINED ELBOWS SHALL BE INSTALLED ABOVE RETURN GRILLES TO PREVENT TRANSMISSION OF NOISE FROM ROOM. REFER TO RETURN MR BOOT DETAIL 12 CONTRACTOR SHALL MOUNT THE HC-1 UNIT APPROXIMATELY 8' -0` AFF ON THE FRONT INSIDE WALL OF THE ACOUSTIC ROOM. THE HC-1 UNIT SHALL BE MOUNTED SO IT IS BELOW THE ACOUSTIC ROOM DIFFUSER COORDINATE HC -1 LOCATION WITH ARCHITECTURAL PLANS. 13 EXISTING RTU -3X, SHAT REMAIN. PERFORM THE FOLLOWING: - REPLACE FAN BELTS. - PRESSURE WASH COOLING COILS. - WASH DOWN AND VACUUM TOTAL CABINET (INSIDE). - REPLACE FILTERS WITH FARR 30/30 FILTERS. - CHECK REFRIGERANT CHARGE AND FOR LEAKS, REPLACE REFRIGERANT AS NECESSARY. - INSPECT HEAT EXCHANGER. REPORT ANY DAMAGE TO OWNER. -- TEST SMOKE DETECTOR, AND REPLACE IF NOT OPERATIONAL - VERIFY OPERATION OF EACH COMPONENT OF THE CONTROL SYSTEM. - COMB CONDENSER COILS. 14 MECHANICAL CONTRACTOR SHALL INSTALL DUCTWORK AS CLOSE TO WALL AS POSSIBLE. AIR DEVICE ABBREVIATIONS TYPE A DEVICE DESIGNATOR NECK SIZE LAY-IN C ©LJNG- MOUNTED SQUARE SUPPLY DIFFUSER: STEEL CONSTRUCTION INCLUDE OPPOSED BLADE DAMPER COORDINATE COLOR WITH ARCHITECT TITUS, MODEL TMS OR APPROVED EQUAL RELOCATE FIRE SPRINKLER HEADS AS REQUIRED FOR NEW LIGHTS, DIFFUSERS, WALLS AND CEIUNGS. PLAN SHALL BE SUBMITTED BY FIRE SPRINKLER CONTRACTOR. A 10'z 3z DAMPER A VERIFY EXISTING ROOFTOP UNIT IS IN GOOD WORKING CONDI110N, VERIFY EXACT LOCATION AND ORIENTATION OF ROOFTOP UNIT PRIOR TO BID. CONTACT ENGINEER WITH ANY PROBLEMS. �- C.F.M. ZELIC CEIUNG-MOUNTED RETURN AIR GRILLE ALUMINUM CORE WITH p x p' SQUARES. COORDINATE COLOR WITH ARCHITECT' 5. DEVICE DESIGNATOR GRILLE SIZE �. �. C -2} �c24 , 4B5 .._ APPROX. C.F.M. VOLTS/PH TITUS, MODEL 50F OR APPROVED EQUAL TYPED BECKEIT CB501ULNT DEVICE DESIGNATOR -\ SIZE ., � U � SIDE WALL - MOUNTED SUPPLY AR GRILLE STEEL FRAME AND DOUBLE DEFLECTION BLADES PARALLEL N. 1 /5TH NCLUDE OPPOSED BLADE DAMPER COORDINATE COLOR WITH ARCHITECT TITUS, MODEL 300RL OR APPROVED EQUAL 1 -.6%-% APPROX. C.F.M. DAMPER itecc SIDE WALL - MOUNTED RETURN MR REGISTER: STEEL FRAME AND STREAMLINED 35c FIXED DEFLECTION WITH f SPACING BLADES PARALLEL TO LONG DIMENSION. COORDINATE COLOR WITH ARCHITECT TAUS, MODEL 350RL OR APPROVED EQUAL 41c DEVICE DESIGNATOR / GRILLE SIZE F- 2�"�12" 44��55 - APPROL C.F.M. GENERAL NOTES: 1. MOUNT ALL EXPOSED DUCTWORK AS HIGH AS POSSIBLE THROUGHOUT ENURE SPACE, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE MOUNTED IN JOIST SPACE, OR RUN THROUGH JOIST WEB WHEREVER POSSIBLE. DUCT BELOW JOISTS SHALL BE MOUNTED DIRECTLY BELOW JOIST FLANGE. ALL NEW DUCTS SHALL BE INSTALLED WITH SEISMIC BRACING, AS REQUIRED BY LOCAL CODE 2. RELOCATE FIRE SPRINKLER HEADS AS REQUIRED FOR NEW LIGHTS, DIFFUSERS, WALLS AND CEIUNGS. PLAN SHALL BE SUBMITTED BY FIRE SPRINKLER CONTRACTOR. 3. VERIFY EXISTING ROOFTOP UNIT IS IN GOOD WORKING CONDI110N, VERIFY EXACT LOCATION AND ORIENTATION OF ROOFTOP UNIT PRIOR TO BID. CONTACT ENGINEER WITH ANY PROBLEMS. 4. MECHANICAL GRILLES AND DIFFUSERS IN SUSPENDED CEIUNG SHALL BE CONNECTED TO ONE (1) VERTICAL 12 GA WIRE ATTACHED TO OPPOSING CORNERS ALONG THE DIAGONAL WIRE MAY BE SLACK. PROVIDE PERIMETER VERTICAL WIRE 8 OUT FROM WALL. 5. MECHANICAL INSTALLATION & SERVICE WORK SHALL BE COMPLETE BY SUBSTANTIAL COMPLETION. CONDUCT TEST & BALANCE DURING TIME OF FIXNRING. G.C. SHALT. COORDINATE COMPLETION OF WORK THAT WAS IMPACT ON TEST & BALANCE RESULTS (LE WALLS; DROP CEILING; DOORS; ETC.) HUMIDIFICATION SPECIFICATION: 1. THE HUMIDIFIER SHALL BE A SELF-CONTAINED ELECTRODE STEAM HUMIDIFIER COMPLETE WITH THE INTEGRAL ELECTRONIC CONTROLLER. WALL HUMIDISTAT, AND BUILT -ON BLOWER PACK. 2. UNIT TO INCLUDE STATUS LIGHTS, AUTOMATIC FILL, AUTOMATIC DRAIN, DISPOSABLE CYLINDER, AND SAFETY CONTROLS. 3. CONTRACTOR TO PROVIDE A CRY- APPROVED SPRING - LOADED DOUBLE BALL CHECK VALVE ON THE POTABLE WATER INLET WHERE REQUIRED. 4. PROVIDE ALL NECESSARY SHUT -OFF VALVES. 5. UNIT TO BE EQUAL TO NORTEC RESDELUX. MARK SERVES MANUFACTURER MODEL TYPE GPM/H MOTOR REMARKS H.P./W MAX. R.P.M. VOLTS/PH CP -1 HC -1 BECKEIT CB501ULNT 1396 GPH 0 10' HEAD 1 /5TH -- 115/1 1 2 3 HVAC Demo Plan View SCALE 3/1® •or C3 0 00 NOTES: x RETURN OR TRANSFER 18' turamum r X/2 MR GRILLE, PER PLAN 1)'X' DIMENSION IS SMALLER DIMENSION OF GRILLE AND DUCT 2)LINE ENTIRE INTERIOR SURFACE OF BOOT WITH 1/2 CLOSED CELL, PLENUM RATED, INSULATION. 3) WHERE A BOOT EXTENDS THROUGH A FULL HEIGHT WALL (REFER TO PLANS, INCL ARCHITECTURAL), CONTRACTOR SHALL ENSURE THAT OPENING THROUGH WALL FOR DUCT IS SEALED AFTER INSTALLATION OF BOOT. 4) VERIFY ALL CEIUNG TYPES WITH ARCHITECTURAL. FOR PROPER SELECTION OF MOUNTING FRAMES. 1 Return Air Boot Detail SUM Not to scale HUMIDIFIER SCHEDULE PUMP SCHEDULE CONDENSATE. INCLUDE RECEPTOR WITH AI GAP, SLOPE PIPING TO PUMP CP -1. CP -1 SHALL BE MOUNTED BESIDE HC -1. COORDINATE LOCATION WITH ELECTRICAL CONTRACTOR FOR REQUIRED OUTLET. ROUTE PIPING UP TO JOIST SPACE, THEN SLOPE ALONG ENTIRE LENGTH TO JANITORS MOP SINK OR FLOOR DRAIN. WALL OF MUSICAL INSTRUMENT ROOM CP -1 (IF REQUIRED) COLD WATER CONNECTION TO UNIT. INCLUDE BACKFLOW PREVENTION VALVE MD SHUT -OFF. HVAC Plan View SCALE: 3/10W-0" LOCATION ACOUSTIC ROOM (164) MANUFACTURER NORTEC RESDELUX NOMINAL MPS REMARKS 1111M0Z0Z411111111 208/1/60 0 UNIT SHALL BE INSTALLED BY HVAC. CONTRACTOR PER MANUFACTURER'S REQUIREMENTS. O UNIT SHALL START / STOP VIA HUMIDISTAT IN ACOUSTIC ROOM (164) Q UNIT PROVIDED BY MECHANICAL CONTRACTOR. BLOWER PACK FASTEN UNIT TO WALL, PER LOCAL (SEISMIC) CODE REQUIREMENTS. APPROVED CHECK VALVE 2 Humidifier Installation Detail SCALE: Not to Scale 0 0 0 PROVIDE UNIT WITH THERMAL. OVERLOAD PROTECTION. O PROVIDE UNIT WITH SAFETY SWITCH (HIGH LEVEL ALARM). O INTERLOCK SAFETY SWITCH WITH A FILL VALVE ON HUMIDIFIER (24 VOLT) RECEIVED MAY ,2 S 2008 'ERMIT CENTEF Z a 1 eQ w o � m m ' BOLE SQ. FT. CALLS INSTALL. 2944 5F TOTAL. 2S44 SF CONCEPT: MI CONCEPT PATE: 03 -18 -0S STORE TIER: 44 s 5. a F'EIRMIT SET ISSUE PATE: 05- Iry -08 REV. DATE H.V.A.C. PLAN & DETAILS M -1 SECTION 15000 - GENERAL PROVISIONS PART 1 GENERAL 1.1 WORK INCLUDED A. THIS SECTION OF THE SPECIFICATION INCLUDES THE ADMINISTRATIVE AND GENERAL REQUIREMENTS WHICH ARE APPLICABLE TO AND BECOME A PART OF, ALL OF THE FOLLOIMNG SECTIONS OF THIS SPECIFICATION. 1.2 PERFORMANCE A. MECHANICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE 1.3 SITE EXAMINATION A. EXAMINE SITE BEFORE BIDDING. CLAIM NO EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF STE CONDITIONS. IF SITE CONDITIONS REQUIRE MODIFICATION OF THE SYSTEMS INDICATED IN THESE DOCUMENTS, SO ADVISE ENGINEER, AND IF ACCEPTED BY ENGINEER, INCLUDE COST OF SUCH MODIFICATIONS IN BID. 1.4 JO4331E CONDITIONS A. CONTRACTOR SHALL ACCEPT 5011 AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOBSIiE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 1.5 FULL FUNCTION A. PROVIDE MINOR ITEMS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 1.6 PERMITS, LICENSES, AND FEES A. ADMINISTRATION: PROVIDE EVIDENCE OF UCENSURE, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 1.7 COORDINATION OF WORK A. COORDINATE ALL WORK WITH OTHER TRADES. PLAN AND COORDINATE WORK NTH THE WORK OF OTHER TRADES. ANY WORK THAT MUST BE REINSTALLED BECAUSE OF CONFLICT WITH OTHER TRADES SHALL BE REINSTALLED AT NO COST TO THE OWNER. 1.10 EQUIPMENT SUBSTITUTIONS A. SUBSTITUTIONS ARE ALLOWED BY PRIOR APPROVAL BY THE ENGINEER /OWNER ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHARGES OR ADDITIONAL WORK REQUIRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT. THIS INCLUDES OTHER TRADES. 1.11 REFERENCE STANDARDS A. COMPLY WITH APPLICABLE STANDARDS OF NFPA, ANSI, UL, ASHRAE, AND SMACNA, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 1.12 LOCAL REQUIREMENTS A COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES, OWNER, SERVING UTILITIES, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY OWNER, LOCAL AUTHORITY, AND OTHER AS REQUIRED. 1.13 MATERIAL AND EQUIPMENT A PROVIDE NEW, UL USED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES SUITABLE FOR ENVIRONMENT. REUSE DOSING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDIGN, AND APPROVED BY THE ENGINEER. PRODUCTS REQUIRING ELECTRICAL CONNECTION SHALL HAVE MAJOR COMPONENTS LISTED AND CLASSIFIED BY UNDERWRITERS LABORATORIES INC., AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED. COMPLETE UNIT SHALL BE EEL OR UL USiED. 1.15 SHOP DRAWING/SUBMITTALS A BEFORE ORDERING EQUIPMENT AND MATERIALS, SUBMIT NOT LESS THAN FIVE CERTIFIED COPIED OF ALL SHOP AND EQUIPMENT DRAWINGS FOR ENGINEER'S REVIEW, WHO WILL RETAIN TWO COPIES. ONLY FURNISH SYSTEMS AND EQUIPMENT IN COMPLIANCE WITH ACCEPTED SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE RATED CAPACITIES, WEIGHTS, ACCESSORIES, ELECTRICAL NAMEPLATE DATA, AND WIRING DIAGRAMS. INDICATE ASSEMBLY, REQUIRED CLEARANCES, AND LOCATIONS AND SIZES OF FIELD CONNECTIONS 1.16 ENVIRONMENTAL REQUIREMENTS A. DO NOT OPERATE MR MOVING EQUIPMENT UNTIL DUCTWORK IS CLEAN, FILTERS ARE IN PLACE, BEARINGS LUBRICATED, AND FAN HAS BEEN TEST RUN UNDER OBSERVATION. 117 WARRANTY A. SUBMIT MANUFACTURERS WARRANTY AND ENSURE FORMS HAVE BEEN FRIED OUT IN OWNERS NAME AND REGISTERED WITH MANUFACTURER. 1.18 QUAUTY ASSURANCE A. COMPANY SPECIAUZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION Wi1H MINIMUM THREE YEARS EXPERIENCE 1.19 INSTALLATION A INSTALL ALL MATERIALS, EQUIPMENT, AND SYSTEMS IN FULL ACCORD WITH MANUFACTURER'S INSTRUCTION. 1.20 LAYOUT OF WORK A. INSTALL ALL PIPING AND DUCTWORK TO PRESENT A NEAT AND ORDERLY APPEARANCE RUN ALL LINES PARALLEL WITH BUILDING CONSTRUCTION. MAINTAIN HEADROOM AND EQUIPMENT CLEARANCE; AND GRADIENT WHERE REQUIRED. ALLOW FOR EXPANSION AND CONTRACTION. 1.21 ACCESS DOORS A. PROVIDE ACCESS DOORS OR PANELS FOR ALL VALVES, CLEANOUTS, DAMPERS, CONTROLS, DEVICES, AND OTHER ITEMS REQUIRING INSPECTION OR MAINTENANCE ACCESS PANELS SERVING HVAC COMPONENTS SHALL BE 12- INCHES MINIMUM OR LARGER TO PROVIDE SUFFICIENT WORKING CLEARANCE FOR COMPONENT BEING Ate. 1.22 COMMISSIONING A. THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. WHERE START -UP INSTRUCTIONS ARE PROVIDED WITH EQUIPMENT, CONTRACTOR SHALL PROVIDE EVIDENCE THAT EQUIPMENT HAS BEEN STARTED UP ACCORDING TO FACTORY DIRECTIONS. 1.24 WARRANTY A UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE, EXCEPT WARRANT AIR CONDITIONING COMPRESSORS FOR AVE YEARS AND GAS -FIRED HEAT EXCHANGERS FOR TEN YEARS. DURING WARRANTY PERIOD, REPAIR OR REPLACE DEFECTIVE MATERIALS EQUIPMENT OR WORKMANSHIP WITHOUT COST TO THE OWNER. 1.27 DRAWINGS ARE DIAGRAMMATIC A. VERIFY ALL DIMENSIONS AND LENGTH, AND ADJUST EQUIPMENT, PIPE AND DUCT LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION AND TRADES. 1.28 DOCUMENT PRIORITY A. DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 1.29 PROJECT REQUIREMENTS A. REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS INCLUDED IN THESE SPECIFICATIONS MAY BE REQUIRED FOR THIS PROJECT. 1.30 DOCUMENT ERRORS A. NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAIUNG SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER. 15200 - THERMAL AND ACOUSTIC INSULATION 11 VIBRATION ISOLATION: PROVIDE EFFECTIVE VIBRATION ISOLATION DEVICES, AND FLE>aBLE CONNECTIONS, FOR ALL MOVING MACHINERY. PROVIDE DEVICES IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE ASHRAE HANDBOOK, HVAC APPUCA11CNS (LATEST EDITION), CHAPTER 'SOUND AND VIBRATION CONTROL ". 1.2 NOISE TRANSMISSION: INSTALL DUCTWORK FREE FROM CONTACT WITH STRUCTURE OR EQUIPMENT TO PREVENT NOISE TRANSMISSION. 1.3 INSULATION REQUIREMENTS: INSULATE SYSTEMS AS SPECIFIED ONLY AFTER THEY HAVE BEEN TESTED AND INSPECTED. CLEAN ALL SURFACES THOROUGHLY OF MOISTURE, FOREIGN MATERIAL, GREASE, AND RUST. INSTALL INSULATION CONTINUOUS THROUGH PENETRATIONS. 1.4 INSULATION HAZARDS: USE ONLY INSULATION ADHESIVES, SEALERS, AND COATINGS WITH FIRE HAZARD RATING NOT TO EXCEED 25/50/50 FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED, IN ACCORDANCE IMTH UL 723 AND ASTM E84. 1.5 INSULATED CONCEAUED DUCT ONLY: EXTERNALLY INSULATE WITH 2 INCH THICK GLASS FIBER INSULATION WITH KRAFT FOIL VAPOR BARRIER, MSS-CORNING, OR EQUAL. 15800 DUCTWORK AND APPURTENANCES 1.1 SHEET METAL DUCTWORK: A FABRICATE AND INSTALL AS RECOMMENDED IN LATEST EDITIONS OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND REXIBLE AND THE ASHRAE GUIDE AND DATA BOOK FOR SHEET METAL DUCTWORK SERVING SUPPLY, RETURN AND EXHAUST SYSTEMS OPERATING BETWEEN -2.0 IN. -W.G. AND +2.0 IN. -W.G. MAXIMUM PRESSURE. INSTALL WHIM INDICATED ON THE PLANS. DUCT SIZES SHOWN ON THE DRAWINGS ARE NOMINAL INSIDE CLEAR DIMENSIONS. WHERE INTERNAL. INSULATION 15 PROVIDED, DUCT SIZES MUST BE INCREASED APPROPRIATELY TO MAINTAIN THE INDICATED DIMENSIONS ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT 5 PERCENT LEAKAGE AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, AND CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. B. FABRICATE DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WiTH ANSI /ASTM A-527, LOCKFORMING QUALITY, WITH ANSI /ASTM A -525 G90 ZINC COATING; MILL PHOSPHAT1ZED FOR EXPOSED LOCATIONS. MINIMUM SHEET THICKNESS AND REINFORCING SHALL BE AS FOLLOWS: 1. DUCTS UP TO 12" WIDEST DIMENSION (OR DIAMETER): 26 GAUGE 2. DUCTS 13" TO 30" WIDEST DIMENSION: 24 GAUGE 3. DUCTS 31" TO 54" WIDEST DIMENSION: 22 GAUGE 4. DUCTS 55' TO 84' WIDEST DIMENSION: 20 GAUGE C. DUCT SEALANT: UNITED DUCT SEALER, OR EQUAL PROVIDE A NON- HARDENING, NON - MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE AS RECOMMENDED BY THE MANUFACTURER SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. ALL DUCTWORK SHALL HAVE SEALED LONGITUDINAL AND TRANSVERSE JOINTS. WHERE SUP AND DRIVE JOINTS ARE MADE, A SEALER MALL BE APPUED OVER THE ENTIRE JOINT AFTER THE ORE IS IN PLACE APPLY A SECONDARY LAYER OF SEALER AT THE CORNERS AFTER THE DRIVE ENDS ARE CRIMPED IN PLACE ALL LONGITUDINAL SEAMS SHALL BE COHERED WITH A SEAUNG MASTIC. ALL SUP JOINTS SHALL BE MADE AND COATED, THEN INSERTED INTO THE DUCT OR COLLAR AND SECURED WITH SHEET METAL SCREWS. (OVER THE ENTIRE OUTER JOINT AND SCREWS WiMH MASTIC. COVER JOINTS AROUND ALL SPIN -IN FEFI1NGS. INTERNALLY CLEAN DUCTWORK OF DUST AND DEBRIS. D. SUPPORT MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE HOT -DIPPED GALVANIZED STEEL. FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. E ANY SUPPLY DUCTWORK AND PLENUMS THAT ARE DESIGNED TO OPERATE AT STATIC PRESSURES GREATER THAN 0.25" WG BUT LESS THAN 2" WG, WHICH ARE LOCATED OUTSIDE OF THE CONDITIONED SPACE OR IN RETURN PLENUMS, SHALL HAVE JOINTS SEALED IN ACCORDANCE WITH SEAL CLASS AS DEFINED IN THE SMACNA HVAC DUCT LEAKAGE TEST MANUAL PRESSURE SENSITIVE TAPE SHAW. NOT BE USED AS THE PRIMARY SEALANT WHERE SUCH DUCTS ARE DESIGNED TO OPERATE AT STATIC PRESSURES OVER 1' WG. 1.2 DUCTWORK ACCESSORIES: A BALANCING DAMPERS: AIR BALANCE, INC., LOUVERS & DAMPERS, INC., RUSKIN, OR EQUAL PROVIDE MANUAL, SINGLE OR MUL11BLADE DAMPERS, AS INDICATED AND AS CONSTRUCTED IN ACCORDANCE WB1H SMACNA STANDARDS. B. DAMPERS SHALL HAVE RIGID 2 -INCH X 1/2 INCH X 10- GAUGE CANNEL FRAMES, BALL OR BRONZE SLEEVE BEARINGS, 1/2 INCH POLISHED STEEL AXLES, 16- GAUGE, REINFORCED, FELT -EDGED BLADES (NOT OVER 8-INCH WIDE) AND STOP FRAMES AROUND THE ENTIRE PERIMETER. VOLUME DAMPERS IN DUCTS LARGER THAN 12 -INCH X 6-INCH SHALL BE THE OPPOSED BLADE TYPE DAMPERS IN ROUND DUCTS AND DUCTS 12 -INCH X 6-INCH AND SMALLER SHAW, BE BUTTERFLY TYPE. ROUND BUTTERFLY TYPE VOLUME DAMPERS SHALL BE 26- GAUGE, GALVANIZED STEEL THROUGH 12 -INCH DIAMETER 24 GAUGE FOR ABOVE 12 -INCH. C. ALL DAMPERS SHALL BE EQUIPPED WITH STANDARD QUADRANTS OF SUITABLE SIZE IN EQUIPMENT ROOMS /AREAS AND YOUNG f 301A, OR EQUAL, ED -TYPE IN FINISHED AREAS. PROVIDE QUADRANT LOCKING DEVICE FOR EACH DAMPER ON ONE END OF THE SWIFT AND AN END BEARING EXTENDED QUADRANT LOCKED AND DIMMED BEARING PLATES FOR EXTERNALLY INSULATED DUCTWORK. APPROVED MANUFACTURERS ARE VENiFABRICS, AND YOUNG REGULATOR. D. VOLUME DAMPERS SHAD. BE PROVIDED IN ALL DUCTS TO PERMIT ACCURATE BALANCING OF THE SYSTEM. THE DAMPERS SHALL BE ADJUSTED TO SATINY THE HEATING AND VENTILATING REQUIREMENTS OF THE CONDITIONED SPACE AND LOCKED IN PLACE. 1.3 AIR OUTLETS AND INLETS: A. FURNISH AND INSTALL TTTUS. KRUEGER, OR APPROVED EQUAL, AS SCHEDULED. OPPOSED BLADE VOLUME DAMPERS FOR REGISTERS SHALL BE TI1US SERIES AD-75, KRUEGER SERIES OBC, OR EQUAL, OPPOSED BLADE TYPES WITH VERTICAL BLADES AND SCREWDRIVER SLOTS OR ALLEN WRENCH ADJUSTMENT ACCESSIBLE THROUGH THE REGISTER. R SWILL BE NE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN NE TYPES OF WALLS AND CEIUNGS USED ON THIS PROJECT. THIS SHALL INCLUDE SUCH TEEMS AS FASTENERS, PLASTER RINGS, SUPPORTS, ETC. 15920 TEST & BALANCE 1.1 WORK INCLUDED A MECHANICAL CONTRACTOR SHALL HIRE AN INDEPENDENT TEST & BALANCE CONTRACTOR TO PERFORM COMPLETE BALANCING OF THE AIR AND WATER SYSTEMS IN THIS PROJECT. MECHANICAL CONTRACTOR SHALL PROVIDE T&B CONTRACTOR NTH A COPY OF ALL SHOP DRAWINGS TAB CONTRACTOR SHALL PROVIDE A 2 COPIES OF THE TAB REPORT TO THE ENGINEER AND OWNER (4 COPIES) UPON COMPLETION. 1.2 QUALITY ASSURANCE A INDEPENDENT CONTRACTOR SHALL BE CERTIFIED TO PERFORM TOTAL SYSTEM BALANCE IN ACCORDANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSIEMS ( 2 8 2008 PERMIT COTTER SQ. FT. CALCS r■ 2944 5F TOTAL, 2e44 5F CONCEPT: MI CONCEPT DATE: 03 -18 -fS STORE Nu141 EFts 447 z OD 111 fy « B Z - o • ° eg O Ona 0 D In (oNn I J W1Amm u > > : p m • w • `y NOJ 3NO 1-- Z " a W • _ Z PERMIT SET ISSUE DATE: REV. DATE SPECIFICATION 2 LP 150A MCB 208/120V -30 -4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD /KW 0 LOAD /KW LOAD SERVED BRKR CKI 1 20/1 SPARE 0.0 A 0.9 ACOUSTIC /DRUM /LESSON LTG. cl 20/1 * 2 3 20/1 RCPTS.- MUSIC ROOM 0.8 B 0.9 ACOUSTIC RM TRACK c1 20/1 4 5 20/1 RCPTS.- MUSIC ROOM 1.2 C 1.8 DRUM ROOM TRACK c1 20/1 6 7 20/1 RCPTS.- MUSIC ROOM 1.0 A 0.6 SIGN TRACK c1 20/1 8 9 20/1 RCPTS.- MUSIC ROOM 0.4 B 1.8 MUSIC ROOM TRACK cl 20/1 10 11 20/1 RCPTS.- MUSIC ROOM 0.4 C 1.8 MUSIC ROOM TRACK c1 20/1 12 13 20/1 RCPTS.- MUSIC ROOM 0.5 A 0.6 MUSIC ROOM TRACK c1 20/1 14 15 20/1 RCPTS.- MUSIC ROOM 0.5 B 0.6 MUSIC ROOM TRACK cl 20/1 16 17 20/1 SPARE 0.0 C 0.0 SPARE 20/1 18 19 20/1 SPARE 0.0 A 1.2 TRUSS LIGHTING c 20/1 20 21 20/1 SPARE 0.0 B 0.0 SPARE 20/1 22 23 20/1 SPARE 0.0 C 0.4 MUSIC ROOM EMER. LTG. 20/1 * 24 25 20/1 SPARE 0.0 A 0.0 SPARE 15/1 26 27 20/1 RCPTS.- ACOUSTIC RM. 1.2 B 0.0 SPARE 20/1 28 29 20/1 RCPTS.- JAM ROOM 0.8 C 0.0 SPARE 20/1 30 31 20/1 RCPTS.- DRUM ROOM 1.0 A 0.0 SPARE 20/1 32 33 20/1 RCPTS.- LESSON ROOM 0.6 B 0.4 RCPTS.- HANGING TRUSS 20/1 34 35 20/1 SPARE 0.0 C 0.4 RCPTS.- HANGING TRUSS 20/1 36 37 39 20/1 RCPTS.- MUSIC ROOM 1.0 A 0.2 CONDENSATE PUMP 15/1 38 20/1 RCPTS.- MUSIC ROOM 1.0 B 1.5 ACOUSTIC ROOM HUMIDIFIER 30/2 40 42 41 20/1 RCPTS_- MUSIC ROOM 1.0 C 1.5 TOTAL CONNECTED LOAD PHASE A: 7.0 INA PHASE B: 9.7 KVA PHASE C: 9.3 KVA TOTAL: 26.0 KVA /72.2 AMPS * - LOCK -ON CIRCUIT BREAKER IM M ROOM I I s I FP E IIIWW',V • FAR f j& TRACK LIGHTING J UNISTRUT SUPPORT AT DECK THREADED ROD. PAINTED TO MATCH SURROUNDING FINISHES. MAX. 6' -0" O.C. SECURE TRACK LIGHT TO SHALLOW UNISTRUT EVERY 4' -0" 2 Track Light Fixture Mounting in Open Areas Detail SCALE: N.T.S. NOTE EMS CHANNEL ONE IS FIRST ON /LAST OFF LIGHTING. MDP 1200 AMP MCB 1 EXISTING EMS SYSTEM HA HD PROVIDE NEW 70/3 BREAKER AND MOUNTING HARDWARE FIELD VERIFY VOLTAGE OF EXISTING RELAY AND PROVIDE CONTACTOR WITH SAME COIL VOLTAGE EXISTING RELAY CONTROLLED VIA EMS CHANNEL ONE T -1 ELECTRICAL CONTRACTOR TO PROVIDE NEW TRANSFORMER AND NEW PANEL NEW EQUIPMENT TO BE OF SAME MANUFACTURER AS EXISTING EQUIPMENT. DP1 ELECTRICAL CONTRACTOR TO PROVIDE NEW LIGHTING CONTACTOR AND ENCLOSURE TO CONTROL NEW LIGHTING CIRCUITS. LP-2 �--��- LP-4 LP -6 I LP -8 V 2 LP--10 -IN 2 LP -12 -N 2 LP -14 `I 2 LP -16 ---NN 2 LP -18 -N 2 LP -20 ----- 2 COIL TO BE EMS SYSTEM CONTRACTOR TO EXISTING NEW T -5 45 KVA UNSWITCHED HOT WIRE TO EMERGENCY BALLASTS /BATTERIES TO NEW LIGHT FIXTURES CONTROLLED VIA EXISTING CHANNEL ONE. ELECTRICAL TO PROVIDE CONNECTION RELAY T-1" 3#4+1#8 GND. r 2" 4ff1/0 +116 GND. NEW LP 16 INSULATED CU GROUND TO BUILDING STEEL PER NEC HB HC T -2 DP1 LC T-3 DISC. T -4 LE LG EXISTING SERVICE LOAD PER BEST BUY BILLING STATEMENTS. PEAK (JUNE) - 233 KVA 125% OF PEAK LOAD - 291.3 KVA NEW LOADS * - - - - 26.0 KVA TOTAL: 317.3 KVA/382.3 AMPS EXISTING SERVICE SIZE: - - - - 1200 AMPS * - NEW LOAD SHOWN IS FOR NEW PANELS 1 LOCATE SWITCHES AS CLOS TO ENTRANCE AS POSSIBLE v /a® 1163 I GE \JERAL TES 1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND FEDERAL, STATE AND LOCAL CODES THAT APPLY ELECTRICAL /MECHANICAL DESIGN CRITERIA. 2. ALL ELECTRICAL DEVICES AND COVER PLATES TO BE IVORY IN COLOR. 3. TRACK LIGHTING MOUNTED TO SUSPENDED CEILING TO BE SECURED TO T -BAR GRID. 4. ALL EXPOSED CONDUIT TO BE PAINTED TO MATCH SURROUNDING FINISHES. 5. PROVIDE UNSWITCHED HOT WIRE TO ALL EMERGENCY BATTERIES /BALLASTS IN LIGHT FIXTURE TYPES 'FPE', 'X1', XW' <EY N 0 TE S NOTE: ALL KEYNOTES MAY NOT BE USED ON PLAN CI JUNCTION BOX AT DECK FOR CONNECTION OF FUTURE LIGHTS FIXTURES TO BE MOUNTED ON HANGING TRUSS. CIRCUIT TO BE CONTROLLED VIA WALL SWITCH. c: NEW /RELOCATED HID HIGH BAY. FOR LOCATIONS MTh EXISTING DIMMABLE HID LIGHT FIXTURES ADD ALUMINUM COVER TO OPTICS. PROVIDE 14GA NON- SHIELDED PLENUM RATED WIRING FOR DIMMING CONTROL CONNECT DIMMING CONTROL 1MRING TO SAME CONTROL TERMINAL AS HOME THEATER AREA. FOR LOCATIONS WITHOUT DIMMABLE OR NO HIDS PROVIDE ALUMINUM COVER TO OPTICS IF EXISTING HID DOES NOT ALREADY HAVE THEM. EXTEND CONDUIT AND WIRING AS NECESSARY TO RELOCATE AS SHOWN. Music Room Lighting Plan SCALE: 1/4" = 1' -0" TOTAL VA PER FIXTURE 90 90 75 /FT 75 /FT 60 20 340 LIGHT FIXTURE SCHEDULE VERIFY LIGHT FIXTURE MOUNTING HEIGHTS WITH THE ARCHITECTURAL ELEVATIONS. NO SUBSTITUTION OF LIGHT FIXTURES AND LAMPS SHALL BE ALLOWED. NO EXCEPTIONS. SYMBOL MIME EMIRS 0 TYPE FP FIDE T31 T32 X1 XW FIXTURE TYPE 2x4 PARABOUC TROFFER VOLTAGE 120V 120V 120V 120V 120V 120V 277V MOUNTING RECESSED (CEILING) 2x4 PARABOUC TROFFER WTH EM BALLAST WALLWASH TRACK UGHTING (WHITE) WALLWASH TRACK LIGHTING (BLACK) EMERGENCY BATTERY EXIT SIGN LE.D. WALL MOUNTED EMERGENCY BATTERY WITH TWO HEADS. DIMMABLE HID HIGH BAY WITH ALUMINUM COVER RECESSED (CEILING) SURFACE (UNIVERSAL) SURFACE (UNIVERSAL) SURFACE (UNIVERSAL) WALL MTD. O13' -0" AFF PENDANT MOUNTED LAMPS (3) F032835 (3) F032835 (1) 70W MH (1) 70W MH LE.D. (INCLUDED) (2) 9W KRYPTON (1) S -64834 LTG CONTROL EMS /LIGHT SWITCH LI1HONIA LIGHTING #2PM3N- G- B- 3- 32 -18LD- 120 --1/3 -GEB1 01S-EL1 4-PWS1 436 TRACK: HALO POWER TRAC (WHITE) HEADS: HALO L5300- 70E- SC- P -L -WW TRACK: HALO POWER TRAC (BLACK) HEADS: HALO L5300- 70E- SC- MB -L -WW EMS /UGHT SWITCH EMS /LIGHT SWITCH EMS /UGHT SWITCH NONE MANUF. CAT. NO. LTTHONIA LIGHTING #2PM3N- G- B- 3- 32 -18LD- MVOLT -1/3 -GEB1 OIS- PWS1436 REMARKS LTTHONIA #LES -W1R- 120 /277 -ELNSD SINGLE FACE #LES -W2R -120 /277- ELNSD- DOUBLE FACE LITHONIA: ELM618 -TD -SD HOLOPHANE: ED32CMEAWCOWAD RE1 1 NONE EMS STENCIL SINGLE AND DOUBLE FACE LED MOUNT AT 13' -0" AFF. PROVIDE FLUSH MOUNTED JUNCTION BOX AND CONCEALED CONDUIT FOR WIRING. WIDE OPTICS WITH ALUMINUM COVER. KEY NOTES ®®® ® ®® 00® 00® ® ®® ®® KEY NOTES: ® NO SUBSTITUTION OF UGHT FIXTURES AND LAMPS SHALL BE ALLOWED. NO EXCEPTIONS. ® NOT USED. ® TO DETERMINE IF THE ELECTRICAL CONTRACTOR OR BEST BUY SHALL FURNISH LIGHT FIXTURES, LAMPS AND MISCELLANEOUS HARDWARE, INCLUDING FLEXIBLE MODULAR WIRING SYSTEMS SEE ELECTRICAL SPECIFICATIONS DMSION 16. IF NOT INDICATED IN DMSION 16, THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. IF BEST BUY FURNISHES THE UGHT FIXTURES AND LAMPS THE ELECTRICAL CONTRACTOR SHALL UNLOAD, INSTALL AND WIRE COMPLETE. ® NATIONAL UTHONIA ACCOUNT: FOR PRICING AND INFORMATION CONTACT EITHER YOUR LOCAL LITHONIA REPRESENTATIVE FOR BEST BUY NATIONAL ACCOUNTS PROGRAM AND /OR YOUR LOCAL LIIHONIA DISTRIBUTOR. ® PROVIDE ELECTRONIC BALLAST. ® SEE DETAIL 2/E -1 FOR MOUNTING IN OPEN AREAS. /V-i Y 2 82006 PERMIT CENTF f Light Fixture Schedule SCALE: None M CC 0 ; �L w 899 W , 9 n ED r.) w CO d a co cn ° W o , 1 s j a • • dr ' �r: r nn I j ; gal, SQ. FT. CALCS RETAIL: 2.4-4 SF TOTAL: 2e44 SF CONCEPT: M CONCEPT DATE: 03 -1S -0S STORE NUMBER: : o cO DI co (0 9 � U a • 0 V E m 1 PERMIT SET ISSUE DATE: 05 -16 -05 REV. DATE A LIGHTING PLAN E -1 w W w 3 1- Ul w 8 Q co CL onrn E c in fc' T J 1 1 s H OQ 2 U D = M N) 0 �' z ,.n z : L- W ( �v - W Na 2 ZW * Z LLI Q 'rnZo-f Ze M L w SQ. FT. CALCS RETAIL; 2 944 SF TOTAL: 2944 SF CONCEPT: M I GONCEFT DATE: 03 -10 -08 STORE NUMSER: 44 PERMIT SET ISSUE DATE: REV. DATE a a POWER PLAN E -2 DROP i 1 U I(U r 1 I r AvP 5—CO\DUCTOR FLATWIRE — SHIP i SHIP i t i .$ ` .� � � . l i 1 L PART \UvBER LECE\D . . . F j FOR TECHNICAL INFORMATION, PRODUCT INFORMATION AND REGIONAL AMP REPRESENTATIVE CONTACT: CONTACT: FRANK LINCOLN - PRODUCT ENGINEER PHONE: (336) 665-6675 FAX: 336 665 -6614 Q� 411W 0 I I I 4 Qi - F -m=mum h 1 .1 + 0 ,1,:+: it Qi ji, �i Ili- 0 _ jli 0 O I O PRACTICE ROOM I 1 i ® Q i I I - � _ JAM ,� I IF--31 �� LP -2 � I I I I ' W- ..- ...- ._.._._ - -__ FOR ADDITIONAL PRODUCT REQUESTS, DELIVERY DATES AND INSTALLATION SCHEDULING CONTACT BEST BUY. SEE COVER SHEET FOR CONTACT INFORMATION. I■r■_ - L— I . rAr o __.,_ i U ._. * 4 O► 6'-3 " NC=I irem , 0 - i ! .. pi LP-29 s a =. , .: 7 -9 a 8'-9" i 0 11i IDIFIOA i wl 0 (� w sir3NOa1A100 3awuv� FLATWIRE PARTS LEGEND ITEM PART QTY. - _ �� • T 5 CONDUCTOR POWER CABLE 3- 553239 -4 100 - LP- �. i LP -31 O LP -38 �� , �, N J a T � % 5)CON►UCTOR DIR "'• CIR 6 is ©, FLOOR PREPERATION VINYL 554123 -1 250' fir ; TOP SHIELD 553536 -4 100 TOP SHIELD BONDING CLIPS 553534 -1 50 T _ M ; � �► CT- CONNECTING I UIT ADAPTER POWER SURFACE T - - ��. _,� TRANSIT BLOCK I N WALL BOX. SEE ■ j ! LP 13 I -- I1 = - �� -.- ,� 01 III 3/4" 2 #1 O +1 #10 CND. X 26 � fl- - I _.. ®' AFF • " ®6 LP -7 A. INSTALLATION SPRAY 6- 553453 -1 2 r ( � , - - __. i INSTALLATION TAPE 553481 -1 2 " LG -2 � � - � DIRECT CONNECTING RCPT. 554186 -1 5 LL) _ . . Ego:, .1 13' -0" SURFACE WALL BOX 557653 -1 1 WALL BOX COVER 553289 -1 1 - i POWER TRANSITION BLOCK 554862 -1 1 t !11 • - 2 Q CIRCUIT ADAPTERS PART # QTY. o _fir 0 -> -3 36 ..., o G�i LP ' ` - 0 CIRCUIT 1 (BLUE) 554188 -1 2 1PI 2 CIRCUIT 2 RED 554189 -1 2 % " LP- 37,39,41 011 03 CIRCUIT 3 (BLACK) 553910 -1 1 \ / ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. -- - DIRECT - CONNECTING W/ I I i _ -�' 1 1 H L 11 RECEPTACLE CIRCUIT ADAPTER HOME RUN- SEE FOR CIRCUITS USED. POWER TRANSITION BLOCK 1/E -2 - _ MOUNTED TO HANGING OF 2) � ► - ) }�' - - - -- FLEXIBLE CONDUI , -- - - -, - o TRUSS(TYPICAL . f Y � - - -- - - - - - -� ------ - - - - -- -- FOR - -- - -_ ___ ---- - - - -`- LP -11 - - - - -- ' , / / . j /1 NGING TRUSS RECE'TACLES j - i ':u i 5 CONDUCTOR FLAT WIRE SURFACE WALL BOX 0 ° P -9 i LP -19,21 ' 2 Amp/Flatwire Component Layouts SCALE: 1/8" = 1' -O" LP -3 �� LP -5 . -.- a Q : _.L m — __. G E\ E R A L N I i I C T E S KEY NOTES NOTE: ALL KEYNOTES MAY NOT BE USED ON PLAN X MOP X HD HA LD —_ —_ -- - -. _ C1 DUPLEX RECEPTACLE (GRAY). MOUNTED 18" 1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE 2 DOUBLE DUPLEX RECEPTACLE (GRAY). MOUNTED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE NOTED. COORDINATE WITH FIXTURE PLAN FOR AND FEDERAL, STATE AND LOCAL CODES THAT APPLY ELECTRICAL /MECHANICAL DESIGN CRITERIA. 0 DOUBLE DUPLEX ISOLATED RECEPTACLE (ORANGE CIRCUIT. MOUNTED 18 A.F.F. TO CENTER UNLESS 2. REFER TO ARCHITECTURAL ELEVATION FOR MORE INFORMATION 0 ROUTE OVERHEAD (1) 1/2' CONDUIT FOR DEDICATED REGARDING MOUNTING LOCATIONS OF DEVICES. COMMUNICATIONS AND DATA DOWN WALL AND MILLWORK TO BASE OF FIXTURE, MAXIMUM 2' 3. ALL ELECTRICAL DEVICES AND COVER PLATES TO BE IVORY IN FIXTURE INSTALLER. COLOR. 0 JUNCTION BOX FOR HUMIDITY SENSOR MOUNTED ALL EXPOSED CONDUIT TO BE PAINTED TO MATCH WITH BUSHINGS AND PULLWIRE TO ABOVE CEILING . SURROUNDING FINISHES. LOCA11ON WITH G.C. PRIOR TO ROUGH -IN. 0 DUPLEX RECEPTACLE TO BE MOUNTED ABOVE 7 DUPLEX RECEPTACLE TO BE MOUNTED INSIDE FIXTURE INSTALLER. A.F.F. TO CENTER UNLESS OTHERWISE NOTED. ag TRANSITION POINT TO UNDERCARPET FLAT -WIRE SEE DETAIL 2/E -2 18" A.F.F. TO CENTER UNLESS OTHERWISE 9 FLUSH MOUNTED JUNCTION BOX MOUNTED AT 20' AFF WITH 3/4" CONDUIT TO CEILING SPACE. LOCATION. PROVIDE 90 DEGREE BEND IN CEILING SPACE AND NYLON BUSHINGS AT EACH END. TRIANGLE) ON 20 AMP ISOLATED GROUND 1 JUNCTION BOX MOUNTED AT 18" AFF. CONNECT UNE ENTRY CABLE. SEE DETAIL 4/E-2. OTHERWISE NOTED. POWER (10) AND 1" CONDUIT FOR r i l POWER FOR EXIT DOOR HARDWARE. VERIFY CONNECTION LOCA11ON WITH MANUFACTURER (1) 1/2" SPARE CONDUIT. ROUTE CIRCUITS IN INSTRUCTIONS. AFF. COORDINATE EXACT LOCATIONS WITH 12 NOT USED AT 8' -O A.F.F.. INSTALL 1/2' CONDUIT 13 PROVIDE WP RECEPTACLE FOR CONDENSATE PUMP. COORDINATE LOCA11ON WITH MECHANICAL FOR CONTROL WIRING. COORDINATE CONTRACTOR. COUNTER. CABINET. COORDINATE LOCA11ONWITH - I��ROCEEDING ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT NEW PANEL AND TRANSFORMER WILL FIT IN ELECTRICAL RM. AND MEET ALL REQUIRED CLEARANCES. REPORT ANY CONFLICTS TO THE ENGINEER PRIOR TO WITH THIS WORK.( - O X DP1 XFMR - T Ti _ - AREA OF RENOVATION 0 0 XFMR T5 ,r , ' 6 1 �� 1 � ._ .MMMO I.1 1 LP MOM 11111 I,w.1M - - 11.0111 °""� 1 Music Room Power Plan 1 ' m =.. T - gel 1 - I i — 1 1 L=4 1 _L _ -I 1 SCALE: 1/4" = 1' -0" A"P\\ERCY 8—O\UCTOR t T T= -- , 1 L_ - z� � � 4:,. = , Mil „ .i ','-, , .7 .--- '''''''''-''-,, . /r\ Iii 11 11 JJ-1 ;r1 PART BER LEGS -,--- _401_7. i ........_ 1 . __., : -is _r _1_J ______ 1 1 ... pi ......---H-i-ii ,,H - __ ❑ •ter•, 1 1 1 1 1 1 1 1 1 1 1 USE CIRCUIT 1 ON TOP ROW 1D' POWER CABLE USE C IRCUIT 2 ON LOWER ROW 6' POWER/POWER CABLE 6' POWER/POWER CABLE (PART#:S- 556127 -6) (PAR 556127 - 1) (PART#:2- 556127 -1) FOR TECHNICAL INFORMATION, PRODUCT INFORMATION AND REGIONAL AMP TENTATIVE CONTACT: CONTAC IK LINCOLN — PRODUCT ENGINEER PHONE: )65 -6675 FAX: (3: ► -6614 FOR ADDITIONA UCT REQUESTS DELIVERY DATES AND INSTALLATION SCHEDULING CONTACT BEST BUY. SEE COVER SHEET FOR CO I INFORMATION. �_� I ' Il1 r ❑ _ _- F . =I. � I = i { { _-.... ❑ n — — mmi Alli � . L F _. NEW EQ U I P N E NT - - _ -, -� I - - I ■ I = - I 1 1 L - - ,- 1 1 i _ ■ 1 ■ ■ i' i ■. 1 ■ 1 1 ■ ; ■ ■ 1 1 1 ■ p E i= � � - . .... __- _ - __ i 1 _T1 LOCATION i ¢� • 6' POWER/POWER CABLE (PART#:2- 556127 -1) . _L - I:. j �, , � § rr I ■ } � __ DISTRIBUTION MODULE (PARTS 556173 -1) 1 { I ' (,,,\ r l (� a z s� - - - ? { - ..i- i - — — _ —�- AMPINNERGY COMPONENTS POWER/POWER CABLE LEGEND CABLE LENGTH PART # Q AMP RECEPTACLE INSERT _ POWER JUNCTION BOX (PART #:556888 -1) r �� T i �� - 1 1 1 11 11 1 1 _ T 1� T �- Fax __ : �� 1 1 Q' _ — 10' 5- 556127 -6 2 10' POWER /POWER CABLE i _ �Iii1■.1. .. T ° ■ WIRE COLOR CODE FOR 8 WIRE AMP SYSTEM G 1 GREEN (PART 5 556127 - 6) S , 1111111 { I ❑ 6' 2- 556127 -1 5 � . - AMP RECEPTACLE INSERT 20A ND C # e USE N 2 ! fi � - ;° � ,-, m= .r3 - -WHITE USE N4 - -� .I - _ _ - . - s °„ _ ui /_ I ■�� - IG CAP TAPE I �-_ ��- - �_":�.� �� mmEmr_'"! i! - /YELLOW wor k11J I,LU11U rt IIN _ —1 6 RCUIT IDENIFICATION 4 1 6 _ - � -�= - - -1 —1 6 RACEWAY - BLACK / f n - r�l ",lip . '' ❑ ❑ n = F- -1 I. -1 r ICS 1 ' Um T �, MOUNTING 3 8 - BLUE CAP /TAPE MOUNTING BRACKET 556920 -1 6 BRACKET (PARTS 556920 -1) LINE ENTRY CABLE PART 557653 -1 ( ) 1 1 1 j -- _ MISC. PARTS LEGEND ITEM PART # QTY ri :::: 1u 1 1 i ∎' I �) I iEp I La r■I I y _ _..._i_ u _ I y minnow MEMO .. I t' DISTRIBUTION MODULE 556173 -1 1 (2)CIRCUITS. SEE POWER PLAN FOR CIRCUITS USED 1 , ° { 4 _� � . _ =E_° = = 1111 _ = = 1 �~ — LINE ENTRY CABLE 557653 1 1 ■ ::■::r iirmi -- - _. _L._J _ ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. _ ,__ -E, I , Y RECElq �• 1 1-1 I I • I • - � �.. -- I MAY 2 8 ZOO PE T CENTFI © o 0 1 1 0 7 .. -_. - 1 1 1 1 o 3 Electrical Equipment Locations 4 Display Truss Power Detail .: n, " " l SCALE: 1/4" - 1' -0" SCALE: No Scale 8 Q co CL onrn E c in fc' T J 1 1 s H OQ 2 U D = M N) 0 �' z ,.n z : L- W ( �v - W Na 2 ZW * Z LLI Q 'rnZo-f Ze M L w SQ. FT. CALCS RETAIL; 2 944 SF TOTAL: 2944 SF CONCEPT: M I GONCEFT DATE: 03 -10 -08 STORE NUMSER: 44 PERMIT SET ISSUE DATE: REV. DATE a a POWER PLAN E -2 SCALE: None ELECTRICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL 16010 GENERAL PROVISIONS PART 1 - GENERAL 1.01 SCOPE A. General Conditions, Instructions to Bidders, and all applicable sections of the Architectural Specifications shall apply to this section. B. The provisions of this specification section shall apply to all sections of Division 16. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Division 16 work includes all electrical work referred to in any part of the contract documents. Refer to other divisions' drawings and specifications for requirements. 1.03 CONFLICTS A. Conflicts may occur between the provisions of Division 16 and those of other Divisions, or between the drawings and specifications. In such a case the portion of the documents that requires the higher quality, greater quantity, or item of higher installed cost shall apply. 1.04 DEFINITIONS The following definitions apply only to Division 16 documents: A. Furnish: Obtain and deliver to jobsite. B. Install: Receive at job site, unload, store, set in place, and put in operation. C. Provide: Furnish and install. D. Connect Provide service to the equipment and make all necessary attachments including lugs, fittings, devices, etc. 1.05 WORK INCLUDED A. Provide all material, equipment, labor, services, etc. as required for the installation of all electrical systems in compliance with the Contract Documents. These systems shall be left complete, functioning, and ready for use. B. The omission of specific reference to any material or labor required for, or reasonably associated with the installation of a complete system shall not be considered authorization to omit such work. C. Any changes or modifications that are required, because of a particular Manufacturer's or Subcontractor's requirements, shall be made at no additional cost to the Owner. D. Provide all electrical work indicated in the Contract Documents except for that which is specifically indicated as excluded. 1.06 CODES AND STANDARDS A. All work shall comply with the National Electrical Code and all applicable national, state, and local codes, regulations, and ordinances. B. All materials and equipment used shall be listed and labeled by Underwriters Laboratories, Inc. where UL testing and listing are available for the materials or equipment. C. All materials and equipment shall be installed in accordance with the manufacturers recommendations and instructions. D. The installation shall comply with the regulations of the utility that serves the site. E. All work shall be performed in a neat and workmanlike manner by licensed electricians. F. The above requirements establish a minimum standard for the work. Where requirements of the Contract Documents exceed this minimum standard, comply with the requirements of the Contract Documents. If conflicts occur between the requirements of the Contract Documents and the minimum standards for the work, notify the Engineer before proceeding with the installation. 1.07 USE OF DRAWINGS A. The drawings are diagrammatic in nature and indicate approximate locations and the general arrangement of equipment, systems, and building elements. Do not scale drawings of 1/4' = 1'--D' scale or smaller. Refer to dimensioned drawings for exact locations of building elements, equipment, etc. Field measurements shall take precedence over dimensioned drawings where applicable. Verify exact locations with the Owner's representative. B. Any discrepancies between the electrical drawings and those of other Divisions shall be reported to the Engineer at once. The Engineer reserves the right to make minor changes in equipment locations as required to resolve such discrepancies, at no additional cost to the Owner. C. Obtain clarifications from the Engineer before proceeding, if any questions arise regarding the intent of the Contract Documents. If a clarification cannot be obtained quickly enough, the higher quality, greater quantity or item of higher installed cost shall apply. D. For locations of connections to equipment furnished by others, consult the supplier of the equipment. E. Do not install equipment that exceeds the dimensions indicated on the drawings and do not reduce the clearances indicated on the drawings without first consulting the Engineer. 1.08 SPECIAL CHARGES A. Obtain and pay for all permits, licenses, and inspections required for the electrical work. 1.09 MATERIALS A. All materials and equipment used shall be new and of good quality. Do not reuse materials unless specifically indicated in the Contract Documents. 1.10 COORDINATION A. Coordinate the work with that of other trades to avoid any conflicts or interferences. Inform other trades of clearances, openings, or restrictions required around electrical equipment. The layout of electrical systems may be altered to avoid conflicts prior to installation at not additional cost to the Owner. Report any conflicts to the Engineer immediately. B. Field verify dimensions, mounting heights, and other conditions prior to installation of electrical systems immediately notify architect's project manager of any discrepancies. 1.11 SITE EXAMINATION A. Verify all existing conditions at the site that may affect the execution of the work. Make provisions as required to accommodate such conditions. 1.12 SUBMITTALS A. Submit to Engineer one set of record drawings ('as- built ") showing all changes made from the Contract Documents during construction. These drawings must be kept current as work progresses. 1.13 SUBSTITUTIONS A. The Contractor shall bear all responsibility for any changes caused by the use of approved substitutes, including the cost of additional work required by other trades. B. The Engineer may, at any time, require the Contractor to remove any equipment or material when it is not approved as a substitution, or does not meet the specifications. This work must be completed in a timely manner and at no additional cost or inconvenience to the Owner. 1.14 TEMPORARY POWER AND LIGHTING A. Provide tempory power and lighting as required. B. Electrical Contractor shall remove all temporary wiring when permanent wiring is completed. 1.15 GUARANTEE A. The Contractor shall be responsible for all work performed by him for a period of one year from date of final acceptance of the work. The Contractor shall repair or correct any defects that develop in any part of the system due to faulty material, equipment, or installation at no additional cost or inconvenience to the Owner. 16100 BASIC MATERIALS & METHODS PART 1 - GENERAL 1.01 SCOPE A. The provisions of this specification section shall apply to all sections of Division 16. D. E. 1.02 SHOP DRAWINGS A. Shop drawings not required. PART 2 - PRODUCTS 2.01 CONDUIT AND FITTINGS A. Rigid Steel Conduit 1. Conduit shall be hot -dip galvanized rigid steel. 2. Fittings shall be threaded type rigid galvanized steel. B. Intermediate Metal Conduit 1. Conduit shall be hot -dip galvanized, intermediate metal conduit. 2. Fittings shall be threaded type, concrete -tight compression type, or concrete -tight set screw type. Die -Cast fittings are not allowed. C. Electrical Metallic Tubing (EMT) 1. Conduit shall be electro - galvanized steel, with an interior coating of aluminum lacquer or enamel. Do not thread tubing. 2. Fittings shall be steel concrete -tight compression type or steel set screw type. Die -Cast fittings are not allowed. D. flexible Metal Conduit 1. Conduit shall be hot- dipped galvanized steel interlocked banding. 2. Fittings shall be clamp type steel or malleable iron. Die -Cast fittings are not allowed. E. Liquid-light Flexible Metal Conduit 1. Conduit shall be hot - dipped galvanized steel interlocked banding with an extruded PVC jacket. 2. Fittings shall be watertight compression type steel or malleable iron. Die -Cast fittings are not allowed. F. Rigid nonmetallic Conduit 1. Conduit shall be heavy wall, schedule 4.0, virgin poly vinyl chloride (PVC). 2. Fittings shall be heavy wall PVC, solvent weld type. 2.02 WIRE WAYS A. Wire ways shall be formed, code gauge, galvanized or baked enamel painted steel. B. Covers shall be continuous, hinged type with screw type closures. C. All hardware shall be corrosion resistant. 2.03 BOXES A. Boxes shall be 4" square, galvanized steel, knockout type, for all outlets and fixtures, unless noted otherwise. Acceptable manufacturers: Steel City, Raco, Appleton, or equal. B. Boxes in masonry walls shall be Steel City type GW, Raco number 580, or equal. C. FS and FD boxes shall be Appleton, Crouse - Hinds, Kllark, Red Dot, or equal. D. Pull boxes shall be sized as indicated and /or as required by the NEC, constructed of code gauge baked enamel painted or galvanized steel, with hinged or screw covers. Screws shall be corrosion resistant. Boxes flush mounted in walls shall have oversized, flush type covers. Acceptable manufacturer. Hoffman or equal. E. Floor Boxes. 1. All boxes shall be concrete tight and fully adjustable before and after the concrete is poured. Size boxes as required and /or indicated. 2. Boxes shall be cast iron, with flush brass coverplates and carpet or tile flanges unless indicated otherwise. 3. Boxes shall be one gang or multi -gang type as indicated. Flush type duplex receptacle covers shall be flap type. Flush communication outlet covers shall have concrete threaded openings. Blank plates shall be flush brass. 4. Above floor service fittings shall be as indicated. 5. All components shall be UL listed. 6. Acceptable manufacturers: Hubbell, Walker, Steel City, or equal. 2.04 WIRE AND CABLE A. B. C. Wire or cable insulation shall be UL listed for the specific application. The voltage rating of the wire or cable shall be greater than or equal to the applied system voltage. #12 AWG to #10 AWG copper wire shall be solid or stranded with type TNHN, THWN, or XHHW insulation. Acceptable manufacturers: Rome, Anaconda, South wire, or approved equal. #8 AWG and larger copper wire shall be stranded with type THHN, THWN, or XHHW insulation. Acceptable manufacturers: Rome, Anaconda, South wire, or approved equal. Aluminum wire shall not be permitted. Metal Clad (MC) Cable 1. Sheathing shall be continuous corrugated or smooth, aluminum. Interlocked type is not allowed. 2. Conductors shall be solid or stranded copper, rated 600 volts with type THHN, 90' C insulation. 3. Cable shall conform to UL standard 1569. 4. Cable shall include a full size grounding conductor. The grounding conductor shall be insulated for isolated ground or GF1 circuits. Sheathing shall not be used in lieu of a grounding conductor. 5. Fittings shall be UL listed for use with the appropriate type of MC cable. Connectors intended for types NM, NMC, SE, USE, UF, or AC cable are not allowed. 6. Acceptable manufacturers: Rockbestos, Interflex, Okonite, AFC, or approved equal. 2.06 CONDUCTOR TERMINATION'S A. Connectors for #8 and smaller wire shall be self insulating, spring action mechanical connectors. Acceptable manufacturers: 3M (Scotchlok), T & B (PL series), Buchanan, or equal. B. Connectors for 16 and larger copper wire shall be crimp on connectors, hydraulic compression connectors or set screw box lugs. Acceptable manufacturers: AMP, Bumdy, 0.1 Gedney, 3M, T & B, Ilsco, or approved equal. C. Electrical tape shall be 3M (Scotch) or Plymouth. 2.07 WIRING DEVICES A. Provide a specification grade wiring device for each outlet indicated on the drawings. All devices shall be of the same manufacturer. Devices shall be ivory unless noted otherwise. Acceptable manufacturers: Hubbell, Leviton, Square D, P & 5, Eagle, or approved equal. B. Receptacles. 1. 20amp receptacles shall be 125 volt A.C., duplex, self grounding type with wrap around mounting strap. 2. Isolated ground receptacles shall be 15 or 20 amp, 125 volt A.C., duplex, with wrap around mounting strap and orange face. Ground slots shall be electrically insulated from the mounting strap. 3. Ground fault interrupter receptacles shall be 20amp, 5 ma trip, 120 volt A.C., duplex, feed through type. 4. Special purpose receptacles shall be as indicated. C. Switches. 1. Toggle switches shall be 20amp, 120/277 volt A.C., quiet type. 2. Pilot light type toggle switches shall be 20amp, 120/277 volt A.C., quiet type, with neon lamp. D. Coverplates. 1. Provide ivory cover plates for all devices and blank ivory cover plates for unused device boxes. 2. Surface mounted device covers shall not be oversized flush mounted device covers. 3. Weatherproof device covers shall be Lexan or cast aluminum with cover and gasket, or external lever. Covers shall have wet location label. 208 DISCONNECTING MEANS Provide one of the following disconnecting means where "disconnects' are called for in the Contract Documents. Provide the type of disconnecting means that is specifically called for if such is the case: A. Safety switches shall be heavy -duty with quick -make, quick - break, positive interlock mechanism, mounted in a NEMA 1 enclosure unless indicated otherwise. Fused safety switches shall be suitable for doss R cartridge fuses. Acceptable manufacturers ITE Siemens, Square D, or General Electric. B. Molded case switches shall consist of a bolt -on, molded case circuit breaker mounted on a NEMA 1 enclosure unless otherwise indicated. Enclosure to be surface or flush mount, as required or indicated. Acceptable manufacturers: ITE Siemens, Square D, or General Electric. C. Type '5" fused disconnects shall consist of a toggle switch in series with a type 5 fuse, mounted on a 2 -gang device plate. Acceptable manufacturers Bussmann or Littelfuse. D. Manual Starter switches shall consist of an on -off, 1, 2, or 3 pole toggle switch, with or without overload protection as required or indicated. Acceptable manufacturers: ITE Siemens, Square D, or General Electric. 209 IDENTIFICATION A. Engraved name plates shall be laminated black on white, plastic with minimum 1/4" high letters. Provide only where indicated. B. Marking pens shall be permanent, quick drying, waterproof type. C. Engraved device covers shall be factory engraved with contrasting color, minimum 3/16" high letters. PART 3 - EXECUTION 3.01 GENERAL A. All raceways, cables, boxes, devices, and equipment shall be concealed above finished ceilings, behind finished walls, or below finished floors, unless otherwise indicated. B. All raceways, boxes, devices, and equipment installed in unfinished areas are to be surface mounted or exposed unless otherwise indicated. In areas with exposed roof structure, mount raceways, supports, boxes, etc. above bottom of roof structure if at all possible. In areas with exposed precast concrete ceilings, mount raceways, boxes, etc. tight to the precast ceilings. C. All raceways, boxes, devices, and equipment mounted on "I -Beam" type columns shall be mounted on inside surface of I Beams for physical protection. D. Maintain 7' -6' A.F.F. minimum clearance height below all electrical raceways, boxes devices, equipment, etc. unless indicated otherwise. E. Where applicable, refer to architectural reflected ceiling plans for locations of light fixtures and other electrical devices and equipment. 3.02 CUTTING AND PATCHING A. Cut and patch all building materials as required to complete the installation of the electrical systems. Repair all building surfaces and materials that are altered by the electrical work. Seal around all conduit penetrations through walls, floors, and ceilings. Seal penetrations through fire rated walls or smoke barriers so as to maintain the rating of the barrier. B. Core drill all openings through precast concrete. C. Do not cut, penetrate, or otherwise alter any structural member without the written approval of the Engineer /Architect. 3.03 SLEEVES A. Provide galvanized steel pipe sleeves for all conduit penetrations through floors or exterior walls. The openings around the conduits and around the sleeves shall be made waterproof. B. Sleeves shall be positioned to be plumb, level, and true to building lines. C. Provide pitch pockets for all roof penetrations. Coordinate with Generd Contractor. 3.04 SUPPORTS A. Support electrical materials and light fixtures from the structural framing of the building. Do not use metal roof decking or metal floor decking for support. B. Speakers, smoke detectors, other ceiling mounted equipment, and raceways my be supported from the lay-in ceiling grid support system, as long as no more than 20 pounds of load is placed on any T bar member, and is allowed by code. C. Support wall mounted equipment from masonry or metal framing. Anchors, hangers, and fasteners shall be adequate for the load to be supported. Plastic anchors are not allowed. 3.05 CONDUIT INSTALLATION A. Route exposed conduits parallel or perpendicular to the building walls and structure. B. Conduit shall be firmly supported from the building structure by means of corrosion resistant straps, damps, or hangers. Support multiple parallel conduit runs from trapeze hangers. Conduit above T -grid ceilings may be attached to ceiling support wires by conduit clips. C. Do not mount conduit on mechanical ducts or penetrate mechanical ducts unless indicated otherwise. D. Mount conduit on mechanical equipment only as required to serve the equipment Bridge all vibration mountings with flexible conduit E. Conduit shall not be installed so as to block or restrict access to equipment for normal maintenance or repair of the equipment. F. All connections to motors, transformers, and appliances with moving parts shall be made with flexible conduit. G. Maintain a minimum of 6' clearance between conduits and any hot piping and surfaces including hot water lines. H. Provide expansion fittings for all conduits crossing building expansion joints. I. Cap or plug ends of conduits that are to remain empty. Cap or plug ends of conduits during construction. J. All conduits shall be 1/2" unless indicated otherwise, except for home runs, which shall be 3/4' unless indicated otherwise. K. Do not install conduit in concrete unless indicated otherwise. L Seal conduits to prevent condensation wherever conduits pass through barriers between areas with a possible temperature difference of 30' F or greater. M. All conduits in contact with earth shall be PVC coated or protected with two coats of bituminous paint or by vinyl tape. N. Route conduits so that they do not interfere with the lifting out of lay-in ceiling panels, or with ceiling access panels. 3.06 WIRE WAYS A. Install wire was plumb and level. B. Install wire ways so that covers are easily removed or opened. 3.07 BOXES A. Mount boxes plumb and level. Flush mount boxes unless indicated otherwise. B. Rigidly support boxes independently of the conduit system. C. Close up boxes to prevent entrance of foreign materials during construction. Do not use newspaper. D. Do not mount boxes back -to -back or use through - the -wall type boxes. E. Do not cut insulation in order to install boxes. F. Close up all unused knockouts or openings in boxes. G. Coordinate box sizes and depths with the architectural documents for wall, floor, and ceiling depths, clearances, etc. H. Make all connections and openings in floor boxes watertight prior to concrete pour. I. Coordinate box locations so as not to interfere with ductwork, piping, or equipment Field verify door swings and coordinate switch locations so that switches are not covered by doors. Verify locations of counters, cabinets, shelving, and equipment and adjust box locations accordingly. Mount outlet boxes above counters horizontally. J. 'Boxes shall be mounted at the following heights above finished floor unless indicated otherwise. In masonry walls, heights may be adjusted up to 2' to line up with coursing, but similar type devices on the same wall must be at the same height. All heights indicated are to the center of the outlet. 1. Receptacles: as noted on drawings 2. Switches: chess 48 unless noted on drawings 3. Telephones, intercoms, volume controls, other communication outlets: as noted on drawings 3.08 WIRE AND CABLE A. Install all wire in raceway unless indicated otherwise. Type MC cable, where allowed, may be installed without a raceway except where indicated otherwise or required by codes. B. Examine all wire and cable before installing. Do not install wire with damaged insulation or conductors. C. Install wire and cable in accordance with manufacturers recommendations. Do not damage the conductors or insulation during installation. D. All wiring shall be color coded in accordance with the National Electrical Code. E. Wire sizes indicated on the drawings are based on copper wire with 75' ampacity. Do not substitute smaller or lower ampacity wire without the Engineer's approval. F. All conductors shall be a minimum of #12 (except for control wiring) and copper unless indicated otherwise. All wire shall be assumed to be #12 copper unless indicated otherwise. H. Conductors may be identified by color impregnated insulation or by taping. Tape shall be overlapped, solid color electrical tape. 3 or more inches of marking tape shall be visible at all terminations and boxes. I. Three phase electrical equipment shall have the phases arranged as follows A,B,C - Top to bottom A,B,C - Front to back A,B,C - Left to right (when facing front of equipment). J. Type MC cable may be used only for lighting circuits where concealed above accessible ceilings. Do not use MC cable for equipment wiring, in areas with no ceilings, or in gyp board walls or ceilings. Do not use where not permitted by local codes. 3.09 CONDUCTOR TERMINATION'S A. Provide connectors, lugs, etc. as necessary to make all electrical splices, taps, and termination's required. B. Use self- insulating, spring action mechanical connectors for splices and taps in wire #8 AWG or smaller. C. Use crimp -on type, hydraulic compression type or box lug type connectors for stranded copper conductors. D. Ensure that all strands of conductors are enclosed within lugs or connectors. 3.10 WIRING DEVICES A. Mount devices plumb, level, and tight to the wall or device box. B. Mount single pole switches so that the handle is up when the load is energized. C. Mount receptacles so that the grounding stub is down or to the right when facing the device. 3.11 DISCONNECTING MEANS A. Mount switches at 54" A.F.F. or as required by field conditions, unless indicated otherwise. B. Mount switches in an accessible location, adjacent to the equipment, unless indicated otherwise. A. B. C. 3.13 IDENTIFICATION A. Identify switchboards (including individual switches or circuit breakers), motor control centers (including individual starters or overcurrent devices), panelboards, transformers, starters, and contactors with the specified type engraved nameplates. Attach with contact cement. B. Neatly identify pull boxes and junction boxes for feeders, communication systems or future systems with marking pen as specified. C. Provide engraved device covers where indicated in the documents. 3.14 EQUIPMENT CONNECTIONS A. Make connections to all electrical equipment indicated in the documents unless indicated otherwise. B. Obtain rough -in information and installation requirements from equipment supplier. Verify voltages and load information with equipment supplier prior to installation. 3.15 ADJUSTING AND TESTING A. Adjust, test, and leave in operating condition all electrical equipment and systems. B. Test all wiring for open circuits, defective insulation, and unintentional grounds and correct any such conditions. C. All grounding systems shall be tested and shown to be adequate for proper service. D. Balance loads on all panels so that the current drawn in each leg is within 5% of the average current in the hot legs. Reconnect circuits as required and correct panel schedules accordingly. 16200 GROUNDING PART 1 - GENERAL 1.01 SHOP DRAWINGS - NONE REQUIRED PART 2 -- PRODUCTS 2.01 GROUND RODS A. Provide 5/8" diameter x 10' long, copper clad steel ground rods. 2.02 CONDUCTORS A. Grounding conductors shall be identified by green insulation or green marking tape. 2.03 CLAMPS AND CONNECTORS A. Clamps and connectors shall be copper, copper alloy, or bronze alloy. All clamps and connectors shall be suitable for use with copper or aluminum. Use O.Z. Gedney type ABG clamps, or equal for connections to conduit or pipe. Use 0.1 Gedney type KGM clamps, or equal for connections to flat bars or metal. 2.04 WELDED CONNECTIONS A. Welded connections shall use exothermic processes, Cadweld or equal. PART 3 - EXECUTION 3.01 SERVICE GROUND A. Existing. Not applicable. 3.02 EQUIPMENT GROUND A. All raceways, boxes, cabinets, fixtures, enclosures, equipment, and other conductive parts of electrical systems shall be grounded. The equipment grounding system shall be permanent and continuous and shall have sufficiently low impedance to safely and effectively conduct ground fault currents. B. Equipment ground circuits shall consist of separate grounding conductors. C. All flexible conduit over 6' long shall include grounding conductor inside, bonded to the enclosure at the closest box on each end of the flexible conduit. D. All surface raceways plugstrips, and wire ways, shall include a grounding conductor inside, bonded to the raceways. E. Grounding conductors in raceways shall be insulated and grounding conductors in free air or soil shall be bare. 16400 SERVICE & DISTRIBUTION PART 1 - GENERAL 1.01 SHOP DRAWINGS A. Submit shop drawings for all equipment specified in this section as per specification section 16010, Article 1.12 "Submittals ". PART 2 - PRODUCTS 2.01 CIRCUIT BREAKER PANELBOARDS A. Panelboards cabinets shall be code gauge, galvanized steel, and meet the requirements of UL 50. B. Panelboard trims shall be surface, or flush mount as indicated. They shall be cold - rolled steel, painted with ANSI -61 gray, baked enamel. Hinges shall be concealed. All locks shall be keyed alike. Provide two spare sets of keys. Provide card holder inside door for P an elboard directory. C. Interiors shall be factory assembled. Bus bars shall be plated copper or tin - plated aluminum. Provide an individual circuit breaker number button with an embossed number next to each breaker or position. Numbers shall match the numbers indicated in the Contract Documents. D. Circuit molded-case, breakers shall be molded c multi-pole non -- adjustable bolt -on type. Where multi pole breakers are required, do not use handle ties. Minimum RMS symmetrical interrupting capacities of breakers shall be 10,000 amps at 240 volt, unless otherwise indicated. E. Provide circuit breaker lode -ons as indicated. F. Panelboards shall be UL listed and labeled and meet all applicable UL and NEMA standards. G. Panelboards shall have bus rating and A.I.C. rating greater than fault current value at point of application. H. Circuit breakers used for light switching shall be listed 'Switching Duty Breakers.' I. Acceptable manufacturers: ITE Siemens, Square D, or General Electric. 2.02 FUSES Provide as indicated. All fuses shall be provided by one manufacturer. Provide the type of fuses indicated below. Bussman catalog number are used as a reference. 1. Over 100 amps: a. 250 volt LPN -RK, 277 volt: LPS -RK 2. 100 amps and below: a. 250 volt FRN -R, 277 volt FRS -R b. 125 volt, 30 amps, and below: Type S Acceptable manufacturers: Bussman, Shawmut, or Littelfuse. PART 3 - EXECUTION 3.01 PANELBOARDS A. Support panelboards independently of conduits and raceways. Mount panelboards plumb and level. B. Close up all unused device spaces with blank -offs. C. Provide a neatly typed circuit directory on the interior of each panelboard door. D. Stub four empty 3/4" conduits up into the ceiling space from each flush mounted panelboard. Cap each conduit and mark each one "spare". 3.02 FUSES A. Install fuses so that ratings and catalog numbers are visible. 16500 UGHTING PART 1 - GENERAL 1.01 SHOP DRAWINGS A. Submit shop drawings for all equipment specified in this section as per specification section 16010, Article 1.12 "Submittals ". 1.02 SUBSTITUTIONS A. No Substitutions shall be allowed. PART 2 - EQUIPMENT 2.01 LIGHT FIXTURES A. Provide fixtures and lamps, unless indicated otherwise, for all light fixtures indicated. B. All light fixtures shall be UL listed and labeled. C. Provide all hangers, supports, boxes, stems, clamps, flanges, support wires etc. for mounting the fixtures in the applicable ceiling system. D. Provide aligner clips for all industrial reflectors where reflector ends butt up to each other. E. All lenses shall be 100% virgin acrylic unless otherwise indicated. 2.05 CONTACTORS A. Provide electrically held, multi -pole lighting contactors where indicated. Coils shall be 120 volt. 20 amps at 277 volts. B. Acceptable manufacturers ASCO, ITE Siemens, Square D, or General Electric. PART 3 - EXECUT1ON 3.01 IJGHT FIXTURES A. Coordinate required. fixture locations with architectural reflected ceiling plans where applicable. Notify the Architect /Engineer of any conflicts prior to the installation. B. Support fixtures securely from the building structure unless indicated otherwise. Span structure with unistrut for support if C. Fixtures shall be level, plumb, and aligned in straight rows. D. Support fixtures as required and recommended by the Manufacturer. E. Install square fluorescent fixtures so that all of the lamps in the same space run the same direction. F. Provide 6' flexible whip for each recessed lay-in type Tight fixture. 3.02 CONTACTORS A. Install each contactor adjacent to the panelboard serving it, or as otherwise indicated on drawings. B. Flush mount contactors adjacent to flush mounted panelboards. C. Provide a switch to bypass the lighting control circuit (and tum the load on) adjacent to each lighting contactor. Label the switch. 2.04 CONTACTORS A. Provide 3 pole, electrically held magnetic contactors with 120V coil and a NEMA 1 enclosure. B. Acceptable manufacturers ITE Siemens, Square D, or General Electric. 2.05 DISCONNECTS A. See Section 16100 Contacts shall be rated minimum STATE /CITY CODE AN E NDN ENTS Local Utility tdit Co. requirements. rements. Coo ' rdmate this work with the e Utilit Co. and include in Bid. q nd in Y All work and materials shall be in full accordance with the latest edition of the National Electrical Code and Federal, State, and Local codes that apply electrical /mechanical design criteria. Any State or Local code amendments that are enforced by the authority Having Jurisdiction. Any State or Local Energy code requirements that are enforced by the Authority Having Jurisdiction. v ISCELLANEOUS NOTE Provide junction boxes, mud rings, cover plates, conduit and low voltage wiring as indicated on the drawings and details. A. Electrical work shall not interfere with clearances required for general and mechanical construction. Should electrical work be installed which interferes with the work of the other Contractors, such work shall be changed at no additional cost to the Owner. B. All conduits through roof shall penetrate roof using proper approved roof flashing. Owner's general contractor must hire the roofing contractor for all roof repair and finishing of penetrations and equipment curbs. C. At the completion of the work, the Electrical Contractor shall remove all rubbish caused by their work and shall thoroughly dean all equipment and re -lamp fixtures which have burned out lamps. VOLTAGE DROP CHART NOTE: ELECTRICAL CONTRACTOR VOLTAGE DROP CHART TO BE USED FOR CONDUCTORS SIZES NOT SHOWN ON DRAWINGS. INCREASE WIRE SIZE BY NUMBER OF STANDARD COPPER SIZES TO COMPENSATE FOR VOLT DROP AND INCREASE CONDUIT AND GROUND WIRE SIZES ACCORDINGLY AS PER NEC. CONTACT ENGINEER OF RECORD FOR ASSISTANCE IF CIRCUIT LENGTH FROM THE SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN CCT VOLTS /PH CCT LENGTH FT. UPSIZE 120/1 75 -100 1 120/1 100 -200 2 120/1 OVER 200 3 208/3 OR 277/1 150 -200 1 208/3 OR 277/1 200 -250 2 208/3 OR 277/1 OVER 250 3 480/3 300 -450 1 480/3 450 -550 2 Electrical Specifications R C VE Jt . MAY 2 8 2008 PERMIT CEN'FF F: yr , V C r� f SQ. PT. CALCS TOTAL CONCEPT DATE: 03 -15 -08 STORE NUMBER: ELECTRICAL SPECIFICATION E -3 RETAIL: 2e44 SF 2e44 SF CONCEPT: M I FERMIT SET ISSUE DATE: OS -16 -0S REV. DATE