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Home My WebLink AboutPermit D09-244 - WESTFIELD SOUTHCENTER MALL - MOTHERHOOD MATERNITY - TENANT IMPROVEMENTMOTHERHOOD MATERNITY 1057 SOTJTHCENTER MALL D09 -244 City* Tukwila Parcel No.: 6364200010 Address: 1057 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: MOTHERHOOD MATERNITY Address: 1057 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: LYN DAVIES Address: 75 60TH ST SW , WYOMING MI 49548 Phone: 800 - 285 -7866 X1 Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Phone: Contractor License No: HORIZRC072N5 doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D09 -244 Issue Date: 01/19/2010 Permit Expires On: 07/18/2010 Expiration Date: 04/15/2011 DESCRIPTION OF WORK: ENTIRE REMODEL OF EXISTING RETAIL SPACE FOR NEW RETAIL TENANT. WORK TO INCLUDE M -E -P'S Value of Construction: $53,000.00 Fees Collected: $1,557.48 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 D09 -244 Printed: 01 -19 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us • Permit Number: D09 -244 Issue Date: 01/19/2010 Permit Expires On: 07/18/2010 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: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 N 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ptrfo nce work. I am authorized to sign and obtain this development permit. Signature: 1� Date: /"" / q ' / 4 JAVi�)T -l? S Date: 04[ 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. D09 -244 Printed: 01 -19 -2010 Parcel No.: 6364200010 Address: Suite No: Tenant: doc: Cond -10/06 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 1057 SOUTHCENTER MALL TUKW MOTHERHOOD MATERNITY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -244 ISSUED 11/18/2009 01/19/2010 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. D09 -244 Printed: 01 -19 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.lukwila.wa.us S 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: 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) 23: 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) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 25: 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) 26: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: Cond -10 /06 D09 -244 Printed: 01 -19 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: 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) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 33: 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) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to 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) 37: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: 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) 40: 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) doc: Cond -10/06 D09 -244 Printed: 01 -19 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http. / /www.ci.tukwila.wa.us 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) (POST ADDRESS PER APPROVED WESTFIELD STANDARDS.) 44: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D09 -244 Printed: 01 -19 -2010 Signature: Print Name: 1) 4 Vi City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Date: /— / 9 - doc: Cond -10/06 D09 -244 ordinances governing or local laws regulating Printed: 01 -19 -2010 CITY OF TUKWILIP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. ci. tulnvila.'t a. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: /051 >ou 7 r'oc,,�!a,.. Suite Number: /30$ Floor: Tenant Name: o 76t1,vilt i� n,2/ 4.e^i Property Owners Name: d�/�si-7 Mailing Address: //4/O/ l t/i i e l3 /✓z1. CONTACT PERSON — who do we contact when your permit is ready to be issued Y ft J2 () / Q5 Day Telephone: f 0O U � '2%'9 X Mailing Address: 7 5 (aO11t y t ik 1 .v V, iJ 1�c M/ �q,8 State Name: / ` Zip E -Mail Address;/ ✓ d epee 5 /Q/) 41f 4i COQ Fax Number: /l0 7 c 3 q GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -173 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: Cb +La. Al 0r4G4 /g r-t:, i 'fect lit Aid r 1 Cpr 41-le /40,-jci,, E -Mail Address: Company Name: 0 o ... Pe C d n S u/ h-. y Mailing Address: 6 3 5 W e s T Po .? 1 e Ir 3 0 Contact Person: DO " e h n H:\ ApphcanonsWams- Apphcanons On t,ne 2009 Appli atiomU -2009 - Permit Application doe Revised: 1 -2009 bh Building Permit No. DO g -„1-11 Mechanical Permit No. MQ q -' M q Plumbing/Gas Permit No. it C Oa 1 /1 Public Works Permit No. Project No. King Co Assessor's Tax No.: %' L1 ZO — £2010 675 Atrjei 6 r4 t /l 'P �// w City (For office use only) New Tenant: vl Yes .. No State ?0 1V Zip City Day Telephone: Fax Number: Expiration Date: lQ r' Lt, 7 cif State State Day Telephone: 217) (s'S - S!y Fax Number: go) C3s - $ %y Day Telephone: g/ 7) /10 —,t $ S$ E -Mail Address: Fax Number: K / 7) . - Zip 76c/2 Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record TX ?COSl State Zip Page 1of6 BUILDING PERMIT INFO ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 53 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): 1 �✓ / 7 lac 4A. X51 ? ( Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: cry Sprinklers tr Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x 11 " paper including quantities and Material Safety SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplieationsWorms- Applications On Line \2009 Applications \1 -2009- Permit Applicatioadoc Revised: 1 -2009 bh I ' No to Sheets. Page 2 of 6 xlsti Addition to Existing Structure New Co truction , -r �= _ 7rype of ccupancy In erior Remo l lo Floor l,o 5 5 - 8 M 15 Js 2" Floor 3r Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 53 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): 1 �✓ / 7 lac 4A. X51 ? ( Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: cry Sprinklers tr Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x 11 " paper including quantities and Material Safety SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplieationsWorms- Applications On Line \2009 Applications \1 -2009- Permit Applicatioadoc Revised: 1 -2009 bh I ' No to Sheets. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): t • 6 , 4 t , t L 1 ' ' t - ► � � ; m (, -A - .) --- AL Pty re Call before you Dig: 1-800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District ..Tukwila 0... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ...Tukwila ca ...Sewer Use Certificate 0... Valley View ❑ .. Renton 0... Sewer Availability Provided Septic System: [O On - site Septic System — For on - site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line H: Applications\Forms-Applications On Line 12009 Applications 1.2009 - Permit Applicationdoc Revised: 1 -2009 hh • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser Q 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I 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 INFOJtMATION - 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: c.c.) Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric H: ApphanonsWonns- Apphanons On Line\2009 Applications \1 -2.009 - Penn[ Apphcatioadoc Revised: 1 -2009 bh Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....Ea Replacement ....� Indicate type of mechanical work being installed and the quantity below: 'CAA') a 5 Gas .... ❑ Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain ' Shower, single head trap Lavatory I Wash fountain Receptor, indirect waste Sinks I Urinals Water Closet ' Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 nun) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPINIRER1VIIT INFORMATION - 206 - 431 - 70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: — 1 7 13D Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ /(7 DOQ Scope of Work (please provide detailed information): I V- G LA D .,,. 1,,. tres r u — a,.,.� Building Use (per Int'l Building Code): a- r �� / Occupancy (per Int'l Building Code): / l L -tEU /&a I t I C Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: H WpplicationsWomts- AppG®tiotn on- t:ne12009 Applications \I -2009 Permit Application.doc Revised: 1-2009 bh Page 5 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O HORIZED NT: , Signature: Date Application Expires: 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). Date Application Accepted: (-1 rwifi,D Print Name: / 1/1 7)41/ e.5 Mailing Address: 7 boo' f 5 (.J It---kq- cc, H:\Applications\Forms- Applications On Line \2009 Applications \1-2009 - Permit Applimtioadoc Revised: 1 -2009 bh Day Telephone l,L)YoMJ,4)6 City Date: //// 1/4r 2 a e2 ?B )(/ 4W y6YR State Zip Staff Initials: Page 6 of 6 I Parcel No.: 6364200010 Permit Number: D09 -244 Address: 1057 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/18/2009 Applicant: MOTHERHOOD MATERNITY Issue Date: Receipt No.: R10 -00067 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us HORIZON RETAIL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 186866 945.70 Authorization No. BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Payment Amount: $945.70 Account Code Current Pmts 000.322.100 941.20 640.237.114 4.50 Total: $945.70 Payment Date: 01/19/2010 08:35 AM Balance: $0.00 PAYMENT REOFIVED doc: Receipt -06 Printed: 01 -19 -2010 Receipt No.: R09 -01838 Payee: PRECISION PERMIT SERVICE 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.tuicwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6990 611.78 Authorization No. RECEIPT Total: $611.78 Parcel No.: 6364200010 Permit Number: D09 -244 Address: 1057 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/18/2009 Applicant: MOTHERHOOD MATERNITY Issue Date: Payment Amount: $611.78 Initials: WER Payment Date: 11/18/2009 09:50 AM User ID: 1655 Balance: $945.70 Account Code Current Pmts 000.345.830 611.78 PAYMENT RECEIVED doc: Receipt -06 Printed: 11 -18 -2009 Project: Type of Inspection: Address: g0 av/ � ( Date pate Called: Special Instructions: Wanted: // — Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367(0 Approved per applicable codes. ❑ Corrections required prior to approval. 174 COMMENTS: EJ $60. i i = EINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: . 4 y ype of I2spection: �� Address: j ` ate Called: Special Instructions: Date Wanted: m. ,2 Requester: Phone No: // - r— 7 ra 7/02: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT O. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Et Approved per applicable codes. .1i �_. /.. =i AL_ J COMMENTS: Inspector: Pt P a i d 501.1 free' ' .2/-.-.11 _ AI ......; , _,.,..____/..„...., :....._ / Date: Corrections required prior to approval. , ;fr El $60.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ,Y71 Ts /c■ern »J Type of Inspection: -5L/5:'cr✓JAD ( ,L /A/C Address: /0 s2 /Y Date Called: - Special Instructions: Date Wante d* /Q a.ro• Requester: Phone No: .,762 — 9S5 _ 42' a vim -2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Wei Date: — —, Ca Approved per applicable codes. Corrections required prior to approval. ri $6 ..0 I REINSPECTION FE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter vd., Suite 00. Call to schedule reinspection. Receipt No.: 'Date: Project: 0 717711 ,yid 1) mm-e/V Type of Inspection: ► /TC/ EA)A7g1 //1 i Address: /057 • /774/ / Date ailed: Special Instructions: 033 /5 O / a. Date Wanted: — a 2 2— �0 Requester: Phone No: c & Z -955 -6'765 INSPECTION NO. - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. I; (206)431 -3670 COMMENTS: ,r Inspec Da e: f-2Z 3 0 REINSPECTION FE REQUIRE . Prior to inspection, fee must be at 6300 Southcenter : lvd., Suite 00. Call to schedule reinspection. 1Rece No.: Date: Approved per applicable codes. Corrections required prior to approval. Project: /v) e .4 h r• Lyt,a d2 a'14 rGrr1.3 1 Type of Inspection: .: f r► 'n 'l Address: /c)., Suite #: J C A 4 as Contact Person: 49,44.-Pi ' Special Instructions: Phone No.: ..� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ..� Pre-Fire: / . Permits: Occupancy Type: 7 INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT .o� r z fy PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: 4.#1 �.kr, s s, yp rip e m i t ,'a- , , , /3 h (dive, G z c -� /1 nw -lr►S s�,nst Inspector: ,,,' J) Date: iJ$J /i Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Address: /0S" 7 Suite #: 5 c. , I Contact Person: d,�4v.'c Special Instructions: Hood & Duct: Phone No.: Z. — 9 9 5 k 7 G` Monitor: Pre -Fire: Permits: Occupancy Type: • s • • / f r !'. r� f ' . r r ' ''+trt 1 • . y __._._. _�.. .... .._. r...._._....__ _ _ �. . - 1._, I<_ . - . t Project: Mot I e r h nvcl « - - 1 - - 1. Type of Inspection: Address: /0S" 7 Suite #: 5 c. , I Contact Person: d,�4v.'c Special Instructions: Hood & Duct: Phone No.: Z. — 9 9 5 k 7 G` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • s • • / f 6 INSPECTION, NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT .Dc, 0' - 2 I - A PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 2 / Approved per applicable codes. n Corrections required prior to approval. • Inspector: " S 3 Date: 211 / lI o $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of'TUkwila Finance Department. Call to schedule a•reinspection. / :4 Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project:. 4 4,e+rtbneoba. 49 .14; Type of Inspection: Speer WO-!44444to / l.+r. Address: s I 7 5 a. ,:plooreg/' Contact Person: Suite #: 122-wid ,01. Special Instructions: Phone No.: 4 4gt� g ±�`� 7 , y �� r V 1 404 7 5- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: ,.. Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit . CITY OF TUKWILA FIRE DEPARTMENT Zip 445 -Fs-- to 4 q PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 proved per applicable codes. COMMENTS: t L-L'4 ir eil et 6 fo - 64042.&.- 41K14 :1 Inspector: s • I Date: 2 / 9 Pa Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 ri Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: f;',.., �L rI ..0 omAt.MR list' R ./ i TIC) Address: /ASS 5c Moil Suite #: Contact Person: I? - E4 5 Special Instructions: Phone No.: a?G 2 - 9K.f - c5-74 J-- Permits: Occupancy Type: .. tl6� J er /iGrd 1 1.5:;3r... rr f ..,,. _ .. _. ... • i 7 f 'i 1 Project: /i9 o +i c ,-hood / T C' "‘-/ Type of Inspection: f;',.., �L rI ..0 omAt.MR list' R ./ i TIC) Address: /ASS 5c Moil Suite #: Contact Person: I? - E4 5 Special Instructions: Phone No.: a?G 2 - 9K.f - c5-74 J-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: my Date: 1 hdp Hrs.: f 3 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION NUMBER $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. I Word /I hpection Record Fo'im.Doc F INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 Project: My 4414410o d M.I "' Type of Inspection: P1.G AI142sa1 A: i+a 1 Address: 1 o S 7 Suite #: 5 G. a4 Ai Contact Person: 19ALM4 E4 +v Special Instructions: Occupancy Type: Phone No.: 22- 99S 874.E Needs Shift Inspection: _ Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER proved per applicable codes. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 DA 2L/1 /d -F -a)o PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: C 9 .F re_ /J44!»7 r P161 r),4;41- •4 I Inspector: ni Date: 2 / Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: m -h y oemorke4. Type of Inspection: ®r,'n ICJ.a -c_ /Cd.dvAt. . Address: /0f7 SC Y e9 L Suite #: Contact Person: a', y, Monitor: Special Instructions: Phone No.: .2 c..6 - �- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER 1 - <pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Do 9+ 2 10.0 S on PERMIT NUMBERS c orrections required prior to approval. COMMENTS: Inspector: /J' , Date:- 2 p /A a rs • .. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location V " 1 T s t 311 OW 12_00 i-12,6 J ✓✓ Applicant Phone: 8/7. 6/'U _ ak5 r REOER ,F R EVIEWED FOR b0 q COE E COMPLIANCE _ PERMIT CENTE ' P MI GE ER EC 0 2089 3 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM Sp HP /BHP Flow Control Location of Service 1 116 nI of ne 911119 4 61.4.-51-- Lfc Applicant Address: 6. 3 S J ✓✓ Applicant Phone: 8/7. 6/'U _ ak5 r REOER ,F b0 q NOV 18 2009 _ PERMIT CENTE ' P MI GE ER Heating Equipment Schedule Tukwila E ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? In 1 116 nI of ne 911119 4 61.4.-51-- Lfc Applicant Address: 6. 3 S J ✓✓ Applicant Phone: 8/7. 6/'U _ ak5 r 1) MIX/ — pA 14°. ' Project Address --.... :;4.1d ea ._ 4- . T I� . ..-114,-/./ Date # /i5 9 For Building Dept. Use 1 K iid;/61 4a/'r Applicant Name: / ' J kOGc it =iii4 61.4.-51-- Lfc Applicant Address: 6. 3 S J ✓✓ Applicant Phone: 8/7. 6/'U _ ak5 r CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington StateN : i., 7u,ry'Co': e. Compliance Forms Project Description Briefly describe mechanical system type and features. LEgb816des Plans ,411.6 J keoetle& CC 771,- i ve»21 � �.✓5 , �2 » T- .v.4.11T",� • Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex 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. Mechanical 2006 Washington State Permit Plans Checklist MECH -CHK Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address GG� 14° Date 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 (yes, no, n.a.) Code Section Component Information Required I Location on Plans l Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls Y t-s 1412.1 Temperature zones Indicate locations on plans d n 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types \i' e5 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage j 0 \/LS 1412.4.2 Optimum Start Indicate optimum start controls , 0 l 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas Ap I. D 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems ��,� 1414.1 Duct sealing Indicate sealing necessary pt / NQS 1414.2 Duct insulation Indicate R -value of insulation on duct A, IA 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan I GS 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing / / 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. NI 5 y 1441 Dec. water heater Indicate R -10 insulation under tank �/ r A 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 2006 Washington State Nonresidential Energy Code Compliance Form 2. Combustion air intakes. 2006 Washington State Nonreside 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. ntti Efi Alatc*G iffaCtec eiGRlices to a minimu m of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) ACTIVITY NUMBER: D09 -244 DATE: 11 -18 -09 PROJECT NAME: MOTHERHOOD MATERNITY SITE ADDRESS: 1057 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: din Division Wic W PLAN REVIEW /ROUTING SLIP ': COPY PD t<<4 INt Ire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -19 -09 Complete Comments: Documents /routing slip.doc 2 -28 -02 Please Route n TUES/THURS ROUTING: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: sM n Permit Coordinator DATE: Planning Division Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: n No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE: 12 -17 -09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 CO HANOVER INS CO INS 1592447 04/10/2002 Until Cancelled 01/01/1980 $12,000.0004/15 /2002 3 INS HANOVER INS CO 159244 08/22/199704/10 /2002 $6,000.00 THE 2 HAN0VER1601683 08/11/199608/11 /1997 $6,000.00 INS CO 1 CO F &G 46011010767932 08/11/1993 08/11/1996 $6,000.00 Name Role Effective Date Expiration Date HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 7 01/01/1980 5919211 HENDERSON, JON E /2010 01/01/1980 JAWORT, DAN AGENT 01/01/1980 ZURICH AMERICAN Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 ZURICH AMERICAN INS CO 5919211 03/29/200903/29 /2010 $1,000,000.0003 /25/2009 ZURICH AMERICAN 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 HORIZON RETAIL CONST INC 2626386000 1458 HORIZON BLVD RACINE WI 53406 OUT OF STATE Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601483044 ACTIVE HORIZRC072N5 CONSTRUCTION CONTRACTOR 8/25/1993 4/15/2011 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • Page 1 of 2 https://fortress.wa.gov/lni/bbip/Detail.aspx 01/19/2010 INDEX OF DRAWINGS T1.0 TITLE SHEET ,. BUILDING PERMIT FEE TO BE REIMBURSED BY OWNER D1.0 DEMOLITION PLAN GG C TEMPORARY BARf?ICADE A1.0 CONSTRUCTION PLAN A1.1 REFLECTED CEILING PLAN A2.0 FLOOR AND WALL FINISH PLAN A2.1 FIXTURE PLAN A3.0 INTERIOR ELEVATIONS A4.0 STOREFRONT PLAN & SECTION A5.0 CONSTRUCTION DETAILS A5.1 WALL SYSTEM INSTALLATION DETAILS A6.0 SEISMIC DETAILS a c. a C. SP1.1 SPECIFICATIONS SP1.2 SPECIFICATIONS BY a s AS REQUIRED. WATERPROOF MEMBRANE MP1.0 MECHANICAL PLAN MP1.1 MECHANICAL SPEC.'S AND DETAILS E1.0 POWER PLAN E1.1 LIGHTING PLAN E1.2 ELECTRICAL SPEC.'S AND DETAILS RFVIgIONS No changes shall be made to the scope of work without prior approval of 1 . ' s'r.I •' • 'a ■ NOTE: Revisions will require a new plan submittal mid may include additional plan review fees. PERMITS, FEES, AND INSURANCE a C. G. C. ,. BUILDING PERMIT FEE TO BE REIMBURSED BY OWNER PROFESSIONAL CLEANING a C. GG C TEMPORARY BARf?ICADE G. C. TEMPORARY POWER / WATER COORDINATE REQUIREMENTS W /LANDLORD a c. G. ' L. L. IF APPLICABLE CERTIFICATE OF OCCUPANCY • G. C. r ` EXIST. REMOVAL a C. G. C. SEALANT AND CAULKING SELECTIVE DEMOL1770N a C. a C. G. C. TO PATCH AND REPAIR SHORING AND BRACING a C. a C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE TEMPORARY BARf?ICADE G. C. a c. COORDINATE REQUIREMENTS W /LANDLORD ASBESTOS TESTING AND ABATEMENT L. L. L. L. IF APPLICABLE CONCRETE SLAB EXIST EXIST. G. C. TO PATCH AND REPAIR CONCRETE (PATCHING) G. C. a C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE CONCRETE TOPPING / LEVELING COMPOUND G. C. a C. ADD DETEX / DOOR VIEWER PER DOOR SCHEDULE, REKEY/NEW "BEST" CORES FLOOR CUTTING' AND/OR CORE DRILLING G. C. G. C. G. C. DIVISION 04000 - MASONRY - NO WORK UNDER THIS SECTION DEMISING WALL STUDS EXIST. EXIST. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE COLD ROLLED CHANNELS a C. G. C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE LIGHT GUAGE FRAMING G. C. a C. ADD DETEX / DOOR VIEWER PER DOOR SCHEDULE, REKEY/NEW "BEST" CORES ALUMINUM REVEALS G C. G C. G. C. BLOCKING (MISC.) a C. a C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE WOOD MOULDING AND 'IM a c. G. C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE /PLYWOOD a C. a C. ADD DETEX / DOOR VIEWER PER DOOR SCHEDULE, REKEY/NEW "BEST" CORES DIVISION 07000 - AL & MOISTURE PRO ECTION INSULATION G. C. G. C. EXIST EXIST. a C. a C. EXIST. ROOF PENETRA770N AND FLASHING a C. a C. SEALANT AND CAULKING a c. a C. FIRE STOPPING G C. a c. BY a s AS REQUIRED. WATERPROOF MEMBRANE a C. a c. BY a C. AT NEW RESTROOM (AS REQUIRED), EXISTING DOORS AND HARDWARE EXIST EXIST SEE CONSTRUCTION PLAN AND DOOR SCHEDULE NEW DOOR AND RE a c. a C. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE REAR SERWCE DOOR EXIST EXIST ADD DETEX / DOOR VIEWER PER DOOR SCHEDULE, REKEY/NEW "BEST" CORES GLASS TEMPERED DISPLAY (AT STOREFRONT) EXIST EXIST STOREFRONT GLAZING FRAME EXIST EXIST. TENANT'S a c. TO PATCH & REPAIR AS REQUIRED ENTRY DOORS EXIST. EXIST REKEY /NEW "BEST" 7 -PIN CORES RESPONSIBILITY SCHEDULE - LANDLORD 7R LANDLORD'S G.C.) MATERNITY CORP. VENDOR) REMARKS: I EXIST. I INR - EXISTING - NOT REQUIRED I DIVISION 01000 - AL REQUIREMENTS DIVISION 02000 - SITE I DIVISION 03000 - CONCRETE PATCHING DIVISION 05000 - MISC. METALS PLASTICS WINDOWS FINISHES DIVISION 09000 - DEMISING WALL GYP. BOARD (WALLS GYP. WALLBOARD & SOFFITS /CEILING) CARPET a C. D.M.C. G C. D.M.C. G. C. EXIST EXIST. DEMISING WALL TO BE PATCHED, REPAIRED, FIRETAPED AND CAULKED. ADHESIVE SUPPLIED BY D.M.C. PARTITIONS FIT77NG ROOM AREA FLOOR TILE VINYL BASE REDUCERS AND ON STRIPS SUSPENDED ACOUSTICAL CEILINGS AND GRIDS WALL PANEL SYSTEMS PAINTS CORNER GUARDS DIVISION 010000 - SPECIALTIES STOREFRONT SIGN REFINISH EXISTING FRONT SIGN PANEL SERVICE DOOR a TION FIRE EXTINGUISHERS LAVATORY ACCESSORIES HANDICAPPED ACCESSIBILITY SIGNAGE POINT OF SALES (POS) QUIPMENT 10' ALUMINUM LADDER STEREO SYSTEM SPEAKERS TELEPHONE EQUIPMENT REFRIGERATOR FLOOR FIXTURES CASHWRAP (ON CASTERS) MIRRORS HANDICAP FITTING ROOM BENCH RTTING ROOM CLOTHES LOOK FITTING ROOM DRAPERIES FITTING ROOM DRAPERY HARDWARE RLE CABINET PROPS AND ACCESSORIES SURFACE MOUNTED TED WALL STANDARDS? SHELVING, FACEOUT, AND HARDWARE STORE SAFE DAMPERS DIFFUSER / GRILLES H.V.A.C. HEATING AND COOLING UNITS H.V.A.C. DUCTWORK LAVATORY FIXTURES & WATER HEATER RESTROOM EXHAUST DUCTWORK ROOF PENETRATIONS SMOKE EVACUATION SMOKE DETECTORS SPRINKLERS HOT & COLD WATER SUPPLY, WASTE AND VENT PIPING GAS METER WATER METER INCANDESCENT LIGHT FIXTURES FLUORESCENT LIGHTING LAVATORY EXHAUST EXIT AND EMERGENCY LIGHTING ELECTRICAL OUTLETS TELEPHONE PANEL TELEPHONE OUTLETS CONDUIT FOR TELEPHONE WIRES TELEPHONE EQUIPMENT CONDUIT FOR SECURITY SYSTEM CONDUITS FOR STEREO SYSTEM SIGN TIMECLOCK a C. 1 a C. G. C. EXIST. D.M.G. G. C. D.M.C. D.M.0 N. A, a c. G.C. C. C. a C. D.M.C. D.M.C. D.M.C. G. C. D.M.C. D.M.C. D.M.C. D.M.C. D.M.C. D.M.C. D.M.C. D.MC. D.M.C. D.M.C. EXIST. EXIST EXIST EXIST. a C. G C. a. c. • C. • C. EXIST EXIST EXIST. EX /ST. D.M.C. D.M.C. G. C. D.M.C. a C. a C. a C. G. C. D.M.C. N. A. N. A. G. C. G. C. EXIST G. C. G. C. c. C. D.M.C. N. A. G. C. G. C. a C. G. C. D.M.C. D.M.C. D.M.C. G. C. D.M.C. G. C. DM. C. D.M.C. a C G. C. G. C. G. C. G. C. G. C. G. C. D.M.C. G. C. • C. D.M.C. D.M.C. D.M.C. D.M.C. EXIST EXIST EXIST. EXIST a C. G. C. a C. c. C. G. C. EXIST. EXIST EXIST EX /ST G. C. • C. G.C. G. C. G. C. G. C. a C. G. C. G C. N. A. N.A. a C. TENANT'S G.C. TO PATCH & REPAIR AS REQUIRED (SEE SHEET A 1.1) G. C. TO COORDINATE INSTALLATION W/ TENAN SIGN VENDOR PER LANDLORD SPECIFICATION REQUIREMENTS PER FIRE MARSHALL REQUIREMENTS MIRRORS / GRAB BARS / PAPER TOWEL HOLDER / TOILET PAPER HOLDER DIVISION 011000 - RENT CC. TO HOOK UP VENDOR SUPPLIED STEREO SYSTEM. INCLUDING SPEAKER W/RE AND CONDUIT - SEE REFLECTED CEILING PLAN. DIVISION 012000 - THING SPECIAL DIVISION 013000 - CONSTRUCTION - NO WORK UNDER THIS SECTION DIVISION 014000 - CONVEYING SYSTEMS - NO WORK REQUIRED UNDER THIS SECTION DIVISION 015000 - MECHANICAL & PLUMBING MODIFICA 710NS BY G.C. IF NECESSARY RELOCATE AS REQUIRED. MODIFICATIONS BY G.C. IF NECESSARY. MODIFICATIONS BY G.C. IF NECESSARY G.C. TO COORD. METER / WITH KAREN DUNLAP (EXT. 2549) FOR SERVICE. G.C. TO COORD. METER / WITH KAREN DUNLAP (EXT. 2549) FOR SERVICE. DIVISION 016000 - ELECTRICAL WHERE NOTED ON PLAN AS NOTED WHERE NOTED ON PLAN AS NOTED INCLUDES WIRING AND (2) RJ -11 JACKS TO CASH WRAP IF APPLICABLE IF APPLICABLE FIRE ALARM ELECTRIC PANELS 1 c. C. 1 a c. 1 MODIFICATIONS BY G.C. IF NECESSARY EXIST EXIST EXIST. EXIST ELECTRIC SERVICE CONDUIT ELECTRIC METER EXIST. EXIST l G.C. TO COORD. METER , WITH KAREN DUNLAP (EXT. 2549) FOR SERVICE. MALL REQUIRED CONTRACTORS :: SPRINKLER: CROWN FIRE PROTECTION 4932 INTERURBAN BLVD. BOTHELL, WA 98012 CONTACT JOHN ABLE 425.481.7669 ROOFING: CASCADE ROOFING 6308 212T71 STREET SW L YNNWOOD, WA CONTACT. BOB PEDERSON 206464.0441 KEY PLAN 0 u macys ❑ O ❑ ❑ 0 EXISTING MOTHERHOOD MATERNITY (A P P R O XI MA 7 E L O C A 77 O N) FUTURE RETAIL JCPertney NEW MOTHERHOOD MATERNITY SPACE 11305, LEVEL 1 OF 2 T E R N SOUTHCENTER MALL SPACE # 1305 1057 SOUTHCENTER TUKWILA, WA 98188 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION GENERAL NOTES AND REQUIREMENTS 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A PR 2 -A /OBC WITHIN 75' TRAVEL DISTANCE TO ALL PORT/ONSOF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. 2. PROVIDE FIRE EXTINGUISHER DURING STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. 3. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL FIRE DEPARTMENT 4. A 44" AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. 5. CEILING TO BE COMPOSED OF FIRE RETARDANT TREATED MATERIALS 6. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAMEPROOF IN AN APPROVED MANNER. 7. NO FOOD TO BE PREPARED, STORED OR SERVED ON PREMISES. 8. CONTRACTOR SHALL REPLACE ALL DAMAGED FIRE - PROOFING. 9. ENTRY GRILLES TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. 10. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTCANOLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 11, ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL BE INSTALLED. 12. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS AND THE HAZARDOUS AREA OR GROUP H OCCUPANCY. 13. DOORS OPENING INTO ONE -HOUR F/RE- RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING 14. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPERATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROWDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROWDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 15. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 16. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPEC /AL KNOWLEDGE OR EFFORT 1Z ALL DIMENSION ON PLANS ARE FROM FINISH FACE TO FACE UNLESS OTHERWISE NOTED. 18. TENANTS AND LANDLORD'S GENERAL CONTRACTORS AND ALL SUBCONTRACTORS ARE REQUIRED TO FURNISH THE FOLLOW /NC MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF LANDLORD REQUIREMENT(S) ARE MORE STRINGENT BOTH TENANT'S AND LANDLORD'S GENERAL CONTRACTORS ARE REQUIRED TO ADHERE TO MOST STRINGENT REQUIREMENTS. A. WORKMAN'S COMPENSATION, AS REQUIRED BY STATE LAW, AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NOT LASS THAN $2,000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS OR OTHER STATUTES APPLICABLE WHERE THE WORK IS TO BE PERFORMED AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACT B. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY IN AN AMOUNT NOT LESS THAN $2,000,000 FOR ANY ONE OCCURENCE WHETHER INVOLVING BODILY INJURY LIABILITY (01? DEATH RESULTING THEREFROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THERE OF 07TH AN AGGREGATE LIMIT OF $2,000,000 SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, COLLAPSE, AND UNDERGROUND COVERAGE. SUCH INSURANCE SHALL INSURE TENANT'S AND LANDLORD'S GENERAL CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY KIND WHATSOEVER AND TO WHOMEVER BELONGING AND ARISING FROM HIS OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY THE TENANT'S OR LANDLORD'S GENERAL CONTRACTOR, SUBCONTRACTORS, OR ANY OF THEIR SUBCONTRACTORS, OR BY ANY ONE DIRECTLY EMPLOYED BY ANY OF THEM. TENANT'S PROTECTIVE LIABILITY INSURANCE TENANT SHALL PROVIDE OWNER'S PROTECTIVE LIABILITY INSURANCE AS WILL INSURE TENANT AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OR A COMBINATION THEREOF WHICH MAY ARISE FROM WORK IN CONNECTION WITH THE LEASE PREMISES, AND ANY OTHER LIABILITY FOR DAMAGES M-IICH TENANT'S GENERAL CONTRACTOR AND /OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROWS /ON HERE /N. SAID INSURANCE SHALL BE PROMO IN MINIMUM AMOUNTS AS FOLLOWS: A. BODILY, INJURY, PER OCCURENCE FOR PERSONAL INJURY AND /OR DEATH $2,000,00a B. PROPERTY DAMAGE LIABILITY $5,000,000. TENANT'S BUILDER RISK INSURANCE- COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE INSURANCE COVERAGE: TENANT SHALL PROVIDE AN "ALL PHYSICAL LOSS" BUILDERS RISK INSURANCE POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISES AS IT RELATES TO THE BUILDING WITHIN WHICH THE LEASED PREMISES ARE LOCATED. THE POLICY SHALL INCLUDE AS INSURED , TENANT, ITS CONTRACTOR, AS THEIR INTEREST MAY APPEAR. THE AMOUNT OF INSURANCE TO BE PROWDED SHALL BE 100Z OF THE REPLACEMENT COSTS. THE TENANT'S AND LANDLORD'S GENERAL CONTRACTORS ARE REQUIRED TO LIST ALL ADDITIONAL INSUREDS AS PER LANDLORD'S CRITERIA /N ADDITION TO TENANT'S ARCHITECT AND TENANTS PROJECT MANAGEMENT COMPANY (IF APPLICABLE). INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR, AS NOTED, ON THE DRAWINGS AND IN THE SPECIFICATIONS, WILL NOT RELIEVE THE TENANT'S AND THE LANDLORD'S GENERAL CONTRACTOR OF THE RESPONSIBILITY OR LIAB/LITIE(S) FOR THIS PROJECT A COPY OF ALL INSURANCE PAPERS TO BE SENT TO THE TENANT'S PROJECT MANAGEMENT COMPANY, NOT FOR REVIEW BUT FOR RECORD PURPOSES ONLY THE TENANT'S AND THE LANDLORD'S GENERAL CONTRACTORS, TO THE FULLEST EXTENT PERMITTED BY LAN, ARE TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE ARCH /TECT /ENGINEER, "ITS CONSULTANTS," AND THE EMPLOYEES AND AGENTS OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, DEMANDS, LIABILITIES, LOSSES, DAMAGES, AND COSTS ( "LOSSES "), INCLUDING BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING IN WHOLE OR IN PART OUT OF THE NEGLIGENCE OF THE CONTRACTOR, ITS SUBCONTRACTORS, THE OFF /CERS, EMPLOYEES, AGENTS AND SUBCONTRACTOS OF ANY OF THEM, OR ANYONE FOR WHOSE ACTS OF ANY OF THEM MAY BELIABLE, REGARDLESS OF WHETHER OR NOT LOSSES ARE CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SPEC IFICALLY EXCLUDED FROM THE FOREGOING ARE LOSSES ARISING OUT OF 1) THE PREPARATION OR APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE OF ORDERS, DESIGNS, AND SPECIFICATIONS. 2) THE GIVING OF OR FAILURE TO GIVE DIRECTIONS BY THE ARCHITECT /ENGINEER ITS CONSULTANTS, AND THE AGENTS AND EMPLOYEES OF ANY OF THEM, PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF LOSS. THE TENANT'S AND THE LANDLORD'S GENERAL CONTRACTORS ARE TO NAME THE ARCHITECT /ENGINEER, ITS AGENTS AND CONSULTANTS ON THE CONTRACTOR'S POLICY OR POLICIES OF COMPREHENSIVE OR COMMERCIAL GENERAL LIABILITY INSURANCE. SUCH INSURANCE SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND CONTRACTUAL LIABILITY COVERAGES, SHALL BE PRIMARY AND NONCONTRIBUTING WITH ANY INSURANCE MAINTAINED BY THE ARCHITECT /ENGINEER OR ITS AGENTS AND CONSULTANTS, AND SHALL PROV /DE THAT THE ARCHITECT /ENGINEER GIVEN THIRTY DAYS, UN QUALIFIED WRITTEN NOTICE PRIOR TO ANY CANCELLATION THEREOF. IF THE FOREGOING REQUIREMENTS ARE NOT MET BY THE LANDLORD'S OR THE TENANT'S GENERAL CONTRACTOR, THAT GENERAL CONTRACTOR REMAINS OBLIGATED TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT /ENGINEER, ITS CONSULTANTS, EMPLOYEES, AGENTS AND ALL OTHER STATED INSUREDS, FROM AND AGAINST ANY AND ALL LOSSES WHICH WOULD HAVE BEEN INDEMNIFIED AND INSURED AGAINST BY THE CONTRACTOR, BUT WERE NOT. THE GENERAL CONDITIONS OF THE "CONTRACT FOR CONSTRUCTION" DOCUMENT A -201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, 1981 EDITION, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS THE TENANT'S GENERAL CONTRACTORS AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201, TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUBCONTRACTORS, SUPPLIERS, AND ANY OTHER PART /ES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. ONLY THE CLIENTS REPRESENTATIVE, WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM CONTRACT WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY, AND SUCH COSTS SHALL BE COMPETITIVE WITH LOCAL CONSTRUCTION COSTS. AT THE TIME OF FINAL SUBMITTAL FOR ALL COSTS BY THE TENANT'S GENERAL TO THE TENANT, INCLUDING BASE BID, EXTRAS AND CREDITS, THE TENANT'S GENERAL CONTRACTOR'S SUBCONTRACTORS SHALL FURNISH TO THE TENANT A WRITTEN GUARANTEE ST/PULAIING THAT AT NO ADDITIONAL COST TO THE TENANT OR TENANT'S GENERAL CONTRACTOR, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED, IF SUCH WORK AFFECTS LANDLORDS OTHER WORK, LANDLORD'S OTHER WORK IS TO BE COMPLETED BY THE SUBCONTRACTOR AT NO COST TO THE TENANT. NO TENANT EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED BY THE ARCHITECT, THE TENANTS CONSTRUCTION REPRESENTATIVE OR THE TENANT ANY ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE ARCHITECT. THE TENANTS CONSTRUCTION REPRESENTATIVE FOR THE TENANT OR THE TENANT. ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY, FOR PAYMENTS TO SUBCONTRACTORS, MATERIAL SUPPLIERS AND AGENTS AUTHORIZED BY THE SPECIFIC CONTRACTOR TO PERFORM WORK OR SUPPLY MATERIALS TO PROJECT ONLY. THE TENANT'S GENERAL CONTRACTORS ARE REQUIRED TO SUBMIT PARTIAL WAIVERS OF LIENS FOR THEIR WORK AS WELL AS SUBCONTRACTORS OR MATERIAL SUPPLIERS, UPON THE REOUEST OF THE CLIENT OR THE CLIENT'S ARCHITECT AND THE REQUEST FOR THE FINAL 20X RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100Z COMPLETION AND 100% PAYMENT IN FULL, BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS THE GENERAL CONTRACTOR, AT THE POINT OF "SUBSTANTIAL COMPLETION" AND "TURNOVER" OF PREMISES TO TENANT, MUST COMPLETE, AT GENERAL CONTRACTOR'S COST AND EXPENSE (FINAL PAYMENT CANNOT BE REQUESTED UNLESS ALL OF THIS WORK NOTED IS COMPLETED): A, FINAL INSPECTION BY ALL BODIES, HAVING JUR/D/CT/ON NECESSARY FOR FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR COMPLETION, WHICHEVER 15 APPLICABLE. B. FINALIZE ALL LANDLORD PUNCHLISTS AND /OR REQUIREMENTS, PAY ALL LANDLORD CHARGES ALLOCATED TO THE GENERAL CONTRACTOR TO THE SATISFACTION OF BOTH THE LANDLORD AND THE TENANT C. FINALIZE CHANGES ON PLANS AND SPECIFICATIONS AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT FIRE MARSHALL AND TENANT CHANCES ON A SET OF SEPIAS FOR BOTH TENANT AND TENANTS ARCHITECT AND FORWARD SUCH INFORMATION TO BOTH PARTIES VIA FEDERAL EXPRESS. MARK -UPS SHALL BE COMPLETED USING A CLOUD PROCEDURE WITH A MAGIC MARKER TO EASILY DISTINGUISH CHANGES FROM ORIGINAL WORK. D. PREPARE AN OPERATING PROCEDURE FOR STORE MANAGEMENT FOR H. V.A.C. EQUIPMENT AND CHANGE FILTERS FOR EQUIPMENT, ON DAY OF TURN -OVER, IF APPLICABLE. E. TURN OVER ALL KEYS TO STORE MANAGEMENT NOTE: G.C. TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ANY DISCREPANCIES WITH M.W.I. PROJECT MANAGER PRIOR TO BID. VICINTY PLAN CODE SUMMARY APPLICABLE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES, THE LATEST EDITIONS OF THE FOLLOWING: OCCUPANT LOAD CALCULATIONS: BUILDING DATA: EXIT ILLUMINATION: FIRE SPRINKLER SYSTEM: CONTACTS LANDLORD: BUILDING MECHANICAL: PLUMBING :: ELECTRICAL: ARE: ACCESSIBILITY: ENERGY.• SALES AREA NON -SALES AREA OCCUPANCY TYPE OF CONSTRUCTION: SPRINKLERED: TOTAL AREA (PER L0l) TOTAL AREA (PER LOD) TOTAL AREA CALCULATED: OCCUPANCY LOAD: REQUIRED EXITS: WESTFIELD 633 SOUTHCENTER SEATTLE, WA 98188 TENANT COORDINATOR: DANYULE BRAKUS PHONE NUMBER: 206.802 6070 MALL SOUTHCENTER MALL MANAGEMENT 633 SOUTHCENTER SEATTLE, WA 98188 MALL MANAGER: HEATHER ALMOND MALL OPERATIONS MGR: RON HOPKINS PHONE NUMBER: 206.246.0423 VENDOR LIST SICNAGE :• TRIANGLE SIGN COMPANY CONTACT. VICKI WEST MAILING ADDRESS :: P.O. BOX 24186 BALTIMORE, MD 21227 PHONE NUMBER: (410) 247 -5300 FAX NUMBER: (410) 247 -1944 SHIPPING ADDRESS: 11 AZAR COURT BAL 17MORE, MD 21227 LIGH77NG :: NESCO /ERIK LIGHTING CONTACT: GABRIEL WARD 40 HUDSON ROAD CANTON, MA 02021 PHONE NUMBER: (609) 570 -8239 CARPET LEES CARPET CONTACT TAMMY LAMB 65 EAST FERGUSON WOOD RIVER, IL 62095 PHONE NUMBER: (800) 523 -5647, /3, ext. FAX NUMBER: (800) 685 -7920 FLOORING :: STORE FLOORS CONTACT AMY KILLINGSWORTH PHONE NUMBER: (678) 638 -1625 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIFORM PLUMBING CODE 2005 NA ?TONAL ELECTRICAL CODE 2006 INTERNA T70NAL FIRE CODE ADA 2006 WA STATE ENERGY CODE 1187 SQUARE FEET / 30 = 40 PERSONS 308 SQUARE FEET / 300 = 2 PERSONS TOTAL OCCUPANT LOAD = 42 PERSONS (M) MERCAN71LE 11 -B YES 1505 SQUARE FEET 1505 SQUARE FEET 1495 SQUARE FEET 42 PERSONS (2) EXITS REQUIRED - (2) EXITS PROVIDED EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDEO AS SHOWN ON ELEC. DRAWINGS AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. G C. TO VERIFY SYSTEM IS IN PROPER WORKING ORDER. SYSTEM TO BE MODIFIED AS REQUIRED. TENANT DESTINATION MATERNITY CO. HOME OFFICE 456 NORTH FIFTH STREET HEADQUARTERS: PHILADELP/A, PA 19123 PROJECT MANAGER: ATTN :: ROMAN GOODFELLOW PHONE NUMBER.: 215.873.2308 FAX NUMBER :: 215.625.9379 36636 FIXTURES: WALL PANEL SYSTEM: FURNITURE: CORRIGAN TRANSPORTATION :: BUSINESS AND UTILITY COMPANIES BUSINESS LICENSE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 PHONE NUMBER: 203.431.3670 PREVIOUS TENANT "HALLOWEEN BOUTIQUE" WATER: C.A.M. TELEPHONE THRU D.M.C. VENDOR INCLUDING, BUT NOT LIMITED TO, REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 A6AA; City of f kwila BUILDING DIVISION BUILDING BUILDING DEPARTMENT DEPARTMENT: ATTEN :• PLANS EXAMINER 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 981188 PHONE N'/MBER.• 206.431.3670 PERMIT EXPEDITER: SUZ/E STEVENS (616) 827 -9309 ELECTRIC: C.A.M. GAS: N.R. PRECISION PERMIT SERVICES CONTACT. L YN DAVIES 75 60711 STREET SW. WYOMING, MI 49548 PHONE NUMBER: 800.285.7866 FAX NUMBER: 616.493.9351 ADVANCE FIXTURE MART, INC. CONTACT JOHN PEDERSEN 3702 HAWTHORNE CT WAUKEGAN, IL 60087 PHONE NUMBER: (847) 249-6000 OR (800) 621 -2500 FAX: (847) 249 -6008 COLUMBUS SHOW CASE COMPANY CONTACT. MYLEEN BECKUM 4401 EQUITY DRIVE COLUMBUS, 011 43228 PHONE NUMBER: (614)527 -5734 FAX NUMBER: (614) 850 -0741 GAR PRODUCTS CONTACT: BETTY LAVINE 170 LEHIGH AVENUE LAKEWOOD, NJ 08701 PHONE NUMBER: (732) 364 -2100 FAX NUMBER: (732) 901 -7558 PROVIDING CURTAINS, BENCH SEATS, STOOLS REVISION SUMMARY DATE the viola r UmisslunS. of construction documents does not authorize Ion of any adopted code or ordinance. Receipt ed Field Copy and conditions is acknowledged: of approv City Of Ttlitwila 1 NI PT DESCRIPTION r t P- 1/111111Wrna RECEIVED NOV 1 8 2009 PERMIT CENTEF 0-9 DMC STORE # 408 RELOCATION ARCHITECT OF RECORD: ' V CORTLAND M O R G A N ,ARCHITECT • 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635-5696 FAX: (817) 635-5699 I ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308. FAX: (215) 625 -9379 MA T E R N I T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 l.::: i'...' ''''h , C1 Fri' . ORIGIN DATE Of ='ON REV. DATE: DRAWN BY: C.M. 'LEASE/SITE PLAN L1 .O . .. NORDSTROM I i,.. I . • ■ • di • RECEIVR4 THREE LEVELS 171,2730 BROW ART mArLIER PREMIER SKINCARE I I EMPORIO BRIDAL BEN BRIDGE JEWELERS ALLEY KAT RAINFOREST CAFE MASTERCUTS 4 4 44 UM' SEAM THREE LEVELS 174,6308f ;6. Li 0 Li C.) U) I GALLERY AT SOUTHCENTER SEATTLE TEAM SHOP jl Ce>- nce >(,) VERIZON WIRELESS MADE IN WASHINGTON SPENCER GIFTS TIME TREE 0 Li PRETZEL ORANGE BOBALICIOUS popp N ED LEASE/SITE PLAN SCALE: 1/64" = 1 BANK OF AMERICA Li A cL CELLULAR ZONE BOEING NJ Li LI QWEST AT&T NJ ce • ABERCROMBIE KIDS (A< 0 THE PICTURE PEOPLE K`c2 Le!, JAMBA JUICE macy*s PA110 WHEEL CHAIR ACCESSIBLE PARKING WHEEL CHAR ACCESSELE PARKING TUKWILA PARKWAY FOUR LEVELS 2a0,407s1 0 Li CUSTOMER SERVICE 0 ITALIA JEWELRY CORIOUSS S (> V) 0 c40 L.,, w Q ,,.. w< 122 .. gLc2 . / ORANGE JULIUS Irk II —.— STARBUCKS rs AUNIE ANNES OAKLEY L'OCCITA SUNGLASS HUT 0 E Li CO Li 0 .3.1 11.t. 1.14 11.tli PQM 41.1 4.18 L.441 PUBLIC CORRIDOR z DUKES CHOWDER HOUSE 0 POCH SOAK) (LEO ROOM 0 No _ ACTIVATE S CELLULAR SILVER DREAMZ AT&T MOBIUTY I I M ALD CI 00THIE 1I■ 1 111.11111a 4 U) ce Li 0 LJJ z <Li Mce 0 _Om JOEY'S GRILL & LOUNGE CASCA FLORISTS JOHNNY ROCKETS T MOBILE PERFUMAN1A )- EV) 12 U- MRS. FIELDS DESIGNS JOURNEYS KIDS BASKIN ROBBINS 2 C3 A •1 BUKOWSKI" BANK Of AWERICA REGIS G.N.C. SHIRTZ TO CO LIDS EXCALIBUR CUTLERY&G at) WO 0 On f avamomemosonta• SUNGLASS HUT 2'12 CHOCOLATA BAR 0 te< SHIEKH SHOES ".‘, AROS MAS1AGE >- 0 0 NYS COLLECTION Li z U- (r) a. 0 OGURT rHNDO VITAMIN WORLD FAST FIX SERENITY NA LS & SPA FIT-RITE A-TERATIONS BJ'S >- z a. 8 Li z MAINTENAKE SIOP a. Ui PAGODA DIAMOND WIRELESS pR V WHEEL CHAIR ACCESSIBLE PARKING ELEC a. 0 411 cz, FRED MEYER >- in 1 .6 N 6 p JEWELERS - (nil! ••8.....0.........m...............m.., TIME S PRINT .......... Low AMESTOP (T = A iA 64 A Li 1128019 =meld sews V81761 FUTURE RETAIL gut= >- TWO LEVELS 65,237sf THREE LEVELS 276,448sf BOSS WEAR JCPenney KING COUNTY LIBRARY MOTHERHOOD MATERNITY - 15495 SQ.FT. OCCUPANCY - (M) MERCANTILE NEIGHBORING TENANTS: SANRIO - 875 SQ. FT. STARBUCKS - 1107 SQ. FT. AUNTIE ANNES 648 SQ. FT. OPERATION EXPANSION 111111111111111 a a - 1 0 MOST CORRIDORS ARE 31'-0" WIDE. IS THIS ENOUGH CLEARANCE? ce w 0 z REliThTVIEibR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED NOV 1 8 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION SOUTHCENTER PARKWAY BATH & BODY WORKS GLL KAY ,EWELERS MARK'S HALLMARK PACIFIC SUNWEAR ANN TAYLOR LOFT LENSCRAFTERS BEAUTY WORK ARCHITECT OF RECORD: cmA CORTLAND M O R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS I D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX (215) 625 -9379 :83■01S30 ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 MPTk ERHWD R N i T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 O a DEMOLITION PLAN SCALE; 1/4" = 1 - 0 " MALL COMMON AREA L GENERAL DEMOLITION NOTES A. THE SECTON IS INCLUDED FOR GENERAL CONTRACTOR REFERENCE AND DESCRIBES WORK TO BE PERFORMED BY GENERAL CONTRACTOR (G.C.) ON AN "AS NEEDED" BASIS. REMOVE ALL EXISTING LEASEHOLD IMPROVEMENTS AS REQUIRED TO ACHIEVE LEASE PLAN DEMOLITION INCLUDES,. BUT IS NOT LIMITED TO THE REMOVAL OF ALL EXISTING INTERIOR S, CEILINGS, FLOOR COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. UNLESS NOTED THERW/SE DEMOLITION ALSO INCLUDES THE REMOVAL OF ALL EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES ANDEQUIPMENT UNLESS NOTED ON MECHANICAL AND ELECTRICAL DRAWINGS C. ALL ABANDONED ELECTRICAL /TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS E RESULT OF DEMOLITION SHALL BE REMOVED COORDINATE THE DISCONNECTION AND CAPPING OF ANY UTILITIES WITH MALL'S OPERATIONS ;TOR. E. IN ORDER TO SE THE LEAST AMOUNT OF INCONVENIENCE, G.C. IS TO COORDINATE WITH THE MALL'S OPERATIONS ;TOR AND TENANTS OF ALL ADJACENT SPACES A CONVENIENT TIME TO PERFORM DEMOLITION WORK. G.C. IS TO PROVIDE AND INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS. TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS, RESPONSIBLE FOR PATCHING AND /OR REPAIRING EXISTING FLOOR SLAB, DEMISING WALLS, AND ROOF DECK AFTER COMPLETION OF ALL DEMOLITION WORK AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRUCTION. G.C. IS TO COORDINATE WITH LANDLORD RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK. G.C. IS TO PATCH, REPAIR, AND LEVEL EXISTING FLOOR SLAB AND INFORM TENANT OF ALL SEVERE IRREGULARITIES IN EXIS77NG SLAB IMMEDIATELY. G G.C. IS TO EXERCISE EXTREME CAUTION DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ALL UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS. G.C. WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. H. G.C. IS TO ERECT CONSTRUCTIWBARRICADES AND DEBRIS /DUCT SCREENS PER LANDLORD'S SPECIFICA I70N5. CONTACT LANDLORD'S FIELD REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL DEMOLITION WORK G.C. IS TO NOTIFY TENANT IMMEDIA TEL Y OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT 7HE CURRENT STORE DESIGN. G.C. IS TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. K G.C. IS TO CUT ALL NECESSARY OPENINGS FOR ANY REQUIRED AND REPAIR, WHERE NECESSARY AFTER CUTTING IN SO FAR AS POSSIBLE ALL PROTRUSIONS, MARKS, CRACKS, OR OTHER EVIDENCE OF DAMAGED, DEFICIENT OR UNSAFE CONDITION, ANY PARTS WHICH ARE SPLIT CRACKED, SPALLED, CHIPPED, BROKEN, MISSING, OUT OF LINE OR ADJUSTMENT MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER SHALL BE REMOVED, REPLACED, REPAIRED OR RESTORED SATISFACTORILY AS DIRECTED BY TENANT'S CONSTRUCTION MANAGER, . G.C. IS RESPONSIBLE FOR REMOVING ALL DEMOLISHED I TEMS, DEBRIS, ETC, FROM SITE. G. C. IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL ITEMS ACCORDING TO ANY APPLICABLE LOCAL OR STATE ORDINANCES. L NOTE: G.C. TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ANY DISCREPANCIES WITH OWNER'S ARCHITECT PRIOR TO BID. NOTE: G.C. SHALL COORDINATE ANY STORAGE, SALVAGE, TRANSPORTATION OF ITEMS TO BE SALVAGED W/ TENANT PROJECT MANAGER. ADJACENT TENANT MOTHERHOOD MATERNITY SPACE NO.: 1305 PREVIOUS OCCUPANT "HALLOWEEN BOUTIQUE" (TEMP TENANT) SQUARE FOOTAGE PER L.0.1.: 1,505 SQ. FT PER L.O.O.: 1,505 SQ. FT. CALCULATED: 1,495 SQ. FT ADJACENT TENANT 2)4 Li WALL LEGEND REVIEWED COMPL FOR E COD DEC o 3 20 °9 City of Tukwila BUILDING DIVISION EXISTING ONE (1) HOUR FIRE RATED/ NON- BEARING TENANT DEMISING PARTITION TO REMAIN. METAL STUDS FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE W/ 5/8" FIRE RATED G.W.B. FROM SLAB TIGHT TO UNDERSIDE OF DECK ABOVE ON EACH SIDE OF STUDS. G.C. TO PATCH AND REPAIR AS REU/RED TO MAINTAIN ONE HOUR RATING PER U.L. DESIGN U -465 (OR EQUAL); FIRE STOP AS REQ'D. WHERE G. W.B. MEETS UNDERSIDE OF DECK. FIRE STOP ALL PENETRATIONS IN ACCORDANCE KITH THE APPROPRIATE U.L. DESIGN. PREP SURFACE SMOOTH AS REQUIRED TO RECEIVE NEW FINISHES. EXISTING NON- RATED /NON -LOAD BEARING INTERIOR PARTITION TO REMAIN. 3 5/8" METAL STUD FRAMING w/ 5/8" G.W.B. ON BOTH SIDES. G.C. TO PATCH AND REPAIR AS REQUIRED. PARTITIONS / EXISTING ELEMENTS TO BE REMOVED. DEMOLITION PLAN - CODED NOTES 0 LEASE LINE (VERIFY EXACT LOCATON IN FIELD; CONFIRM W /LANDLORD REPRESENTATIVE) 0 0 0 10 11 12 13 14 18 EXISTING NEUTRAL PIER BY LANDLORD TO REMAIN, - G.C. TO PATCH/ REPAIR AS REQUIRED. - COORDINATE W/ LANDLORD REPRESENTATIVE. EXISTING DEMISING WALL TO REMAIN, (SEE CONSTRUCTION AND FINISH PLANS FOR NEW FINISH REQUIREMENTS) G.C. TO VERIFY ALL PENETRATIONS (NEW OR EXISTING) ARE FIRESTOPPED PER APPLICABLE U.L. ASSEMBLIES. EXISTING STOREFRONT CONSTRUCTION, GLAZING, SOFFITS, AND ENTRY DOORS TO REMAIN. EXISTING SLATWALL WALL COVERING TO BE REMOVED. EXISTING INTERIOR PARTITIONS TO REMAIN. EXISTING G.W.B. CEILING, LAY IN CEILING AND ASSOCIATED FRAMING AND RECESSED LIGHTING IN SALES AREA TO REMAIN EXISTING DOWN LIGHT FIXTURES, SPEAKERS, SPRINKLERS, AND DIFFUSERS TO REMAIN EXISTING FLOOR FINISHES, ADHESIVES, AND RELATED MATERIALS TO BE REMOVED IN SALES AREA; PREP SLAB AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. G. C. TO REMOVE ANY FLOOR FIXTURES / CABINETS AND CASHDESK AND BACKWRAP, (COORDINATE DISPOSAL WITH DMC REPRESENTATIVE). G.C. TO REMOVE EXISTING A. C. T. CEILING. G.C. TO VERIFY THAT COLUMNS CAN BE WRAPPED TIGHTER THAN THEIR EXISTING CONDITION AND REMOVE DRYWALL AND FRAMING SO THAT THEY CAN BE REWRAPPED TO NEW SIZE. SEE SHEET A1.0 EXISTING ELECTRICAL SERVICE TO REMAIN. G.C. TO VERIFY EXISTING EXISTING ELECTRICAL SERVICE FOR SPACE. (SIZE /LOCATION OF EXISTING PANELS, SIZE /LOCATION OF CONDUIT ENTERING SPACE, ETC.). G.C. TO REMOVE STOREFRONT SOFFIT TO ACCEPT NEW CAB /NET SIGN SEE SHEET A4.0 FOR DETAILS. EXISTING INTERIOR PARTITION, DOOR, FRAME AND HARDWARE TO BE REMOVED. EXISTING STOREFRONT TILE TO REMAIN. G.C. TO CLEAN. RECEIVED EXISTING BACKROOM LIGHT FIXTURES TO BE REMOVED, CLEANED, RELAMPED AND INSTALLED IN NEW SALES AREA. NOV 18 2009 PERMIT CENT EXISTING REAR SERVICE DOOR TO REMAIN. 19 OMITTED FROM SET E R DMC STORE # 4083 RELOCATION MALL CONCOURSE DOOR SCHEDULE ADA DOOR REQUIREMENTS • DOOR FRAME HRDW 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 4.13.5 CLEAR WIDTH. DOOR WAYS SHALLHAVE A MINIMUM CLEAR OPENING' OF 32 IN. (815 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. q, 136 MANEUVERING CLEARANCES AT DOORS, THE FLOOR WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. 4.13,8 THRESHOLDS AT DOORWAYS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" (19 MM) IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2" IN, (13 MM) FOR OTHER TYPES OF DOORS RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 4.13.9 DOOR HARDWARE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE 11GHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE LEVER- OPERATED MECHANISMS. PUSH -TYPE MECHANISMS, AND U SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHAL BE MOUNTED NO HIGHER THAN 48 IN. (1220 MM) ABOVE FINISHED FLOOR. DOOR LOS, lF A DOOR HAS A CLOSE THEN N DOOR THEN OF THE CLOSER SHALL BE SWEEP PER P BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE A POINT OF 3 IN, (75MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 4, l 11 DOOR OPENING FORCES THE MAXIMUM FORCE FOR PUSHING OR PULLING SHALL NG OPEN A DOOR IM ULL BE IN (1) FIRE DOORS S HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE AUTHORITY (2) OTHER DOORS. (o) INTERI OR R HINGED DOORS: 5 I HINGED DOORS' (8.5 ! f (22 (b) INTERIOR b ( (c) SLIDING OR FOLDING DOORS: 5 /b/ (22.2/I) THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION, NO. SIZE TYPE FINISH FRAME FINISH SET DETAIL COMMENTS 1 V A. V 1 1 1 Z..11 1 11 1 1.X.! �J M A T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 EXISTING GLASS DOOR 3' - 0" W x 10' - 0" H MANUALLY OPERATED ANODIZED SR. POST GUIDES ANODIZED 1 E /A4.I DYNAFLAIR" OR ALUMATEK" SEE SPECIFICATIONS 2 U NEW RESTROOM DOOR 3' - -0" x 7' -0" x 1 3/4" WD. HOLLOW CORE P -1A HOLLOW METAL P -1A 2 A /A1.0 O NEW STORAGE CLOSET DOOR (2) 18" x 8' -0" WD. HOLLOW CORE pRE -FIN, WOOD P -/A 3 B/A1 ,0 SEE HARDWARE SETS /5 O EXISTING EXIT DOOR 3 =0" x T -0" x 1 3/4" HOLLOW METAL MALL P -1A HOLLOW METAL MALL P -1A 4 A/A1.0 REFINISH EXIST. DOOR; INSPECT HARDWARE AND SUPPLEMENT AS REQ'D HDWR. NOTE /4 _) NEW SWING WALL 4' -10" xx8' -O" x 11 /2" LAMINATE OVER MDF PRE -FIN. WOOD PRE -FIN. 5 HARDWARE SETS 11 ENTRANCE GRILLE - "BEST" 11E74 -C181 -626 TO BE SUPPLIED w/ CHROME CONSTRUCTION 7 -PIN CORE. THUMBTURN ON INSIDE FACING PREMISES. - ANNUNCIATOR. /4 REAR EXIT - 1/2" PAIR "STANLEY" FULL MORTISE HEAVY DUTY TAMPERPROOF HINGES (OR EQUAL), (SIZE TO MATCH EXISTING MORTISED FRAME) 626 SATIN CHROM FINISH (US26D) - "DETEX" ECL -230D (SHORT BAR) EXIT CONTROL LOCK - (1) 7 PIN RIM CYLINDER ECL -445K - (1) SINGLE DUMMY TRIM SCHLAGE" S-SERIES (5-170), SATURN LEVER 626 SATIN CHROME (U526D) - CLOSER "RUSSWIN" /R9120 PARALLEL ARM (OR EQUAL) w /SATIN STAINLESS STEEL FINISH. MOUNTED STORE SIDE. - KICKPLATE 10" HIGH x FULL WIDTH OF DOOR, BRUSHED ALUMINUM, MOUNTED 1" FROM BOTTOM OF DOOR ON STORESIDE. - THRESHOLD MEDIUM / HEAVY DUTY ALUMINUM THRESHOLD, FULL WIDTH OF DOOR OPENING. - SMOKE GASKEANG IF REQUIRED BY CODE. - TENANT IDENTIFICATION SIGNAGE PER LANDLORD REQUIREMENTS (SERVICE CORRIDOR SIDE) - PEEP / DOOR VIEWER - ROCKWOOD MODEL 622 5/8 " 180' WIDE ANGLE DOOR VIEWER (OR EQUAL; CHROME FINISH) - DELIVERY BUZZER - EDWARD'S 117886 - B PUSH BUTTON 1590 SERIES TRANSFORMER /662 BUZZER W/ LOUVERED COVERPLATE ANDTRANSFORMER MOUNTING PLATF. /2 RESTROOM -1/2 PAIR "STANLEY" SPRING TYPE HINGE /2060R (STEEL) 4 "x4" 626 SATIN CHROME FINISH (US26D) - 1 PAIR "STANLEY" HINGE 1741 (STEEL) 4"x4" 626 SATIN CHROME FINISH (US26D) - PRIVACY LOCKSET "SCHLAGE" S- SERIES (S40 -0) - SATURN LEVER 626 SATIN CHROME FINISH (US26D) - DOOR SILENCERS (3) "BALDWIN" /4036 - K /CKPLA TE 10" HIGH x FULL WIDTH OF DOOR, BRUSHED ALUMINUM, MOUNTED 1" FROM BOTTOM OF DOOR ON STORE SIDE /3 CLOSET -1/2 PAIR "STANLEY" SPRING TYPE HINGE 12060R (STEEL) 4 "x4" 626 SATIN CHROME FINISH (US26D) - 1 PAIR "STANLEY" HINGE 1741 (STEEL) 4"x4" 626 SATIN CHROME FINISH (US260) - DOOR SILENCERS (3) "BALDWIN" /4036, SUPPLIED BY FIXTURE VENDOR, INSTALLED BY G.C. - G.C. TO SUPPLY RAW ROUGH OPENING, FIXTURE VENDOR WILL SUPPLY COMPLETE SET OF PRE -FAB DOORS W/FRAME AND ALL NECESSARY HARDWARE MIS' CLOSET DOORS WITH LOCKING HARDWARE AND SURFACE BOLT TO BE INSTALLED IN TOILET ROOM. /5 SWING WALL - FIXTURE VENDOR W1LL SUPPLY COMPLETE ELECTRIC SWING WALL HUNG IN JAMB, WITH HINGES, MOUNTED STANDARDS TO THE STORE SIDE, AND CASING FOR BOTH SIDES - G.C. TO HANG DOORS AND INSTALL THE CASING ARCHITECT OF RECORD: t CORTLAND M 0 R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O w CC O . .• z ?3 W 0o `x) _ J Y t = v ��. I - z� x ; W ' zQwo�o�6 a_ MWw� Z,t)wQOX U C ICOV))G ., 9 d I a LD O . I- ;5 g U m 0 a WN g W WN4 1 : - = -- = F Egg' V) tic wins 0 .r . a. 0 O ^ rn a ,z¢ m w cr a. �� 3 N I M i °o,n 8 ,r to o � i zi 3 O j2 .<w0 a: a ut z U5 o 3 cri M O rn d og 8 N go o � i z °� 3 'n i� .< ..I,. 1 V A. V 1 1 1 Z..11 1 11 1 1.X.! �J M A T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 DESCRIPTION: co Mak ORWEIBEIMIN DRAWN CY: C,M, CONSTRUCTION AIM 28 ANSIMMMI a M 0 \R • i iiiii�iii�i a • ►rm • INV A SMM011 0 M r' 44* � MOP • O 5 3/4" 26E - 0" (13) 24" WALL PANELS 5 3/4" • I N RESPONSIBLE TO INSTALL MALL TYPICAL LETTERS FOR IDENTIFICATION OF STORE NAME AND NuMBER AT :AR 1' -11 7/8" 3' -7" 12" 5 SCALE: 1/4" = 1' -0" 9' -10 7/8" 3'0" \-6" 1' -10 3/4" 2' -10 7/8" CONSTRUCTION PLAN CONSTRUCTION PLAN CODED NOTES 0 LEASE LINE. ni\, EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. PATCH, PAINT \LI / AND REPAIR AS SQUIRED. CLOSURE: 0 POINT OF • ADA COMPLIANT UNISEX / HANDICAP SIGN, SUPPLIED AND V...V INSTALLED BY ® 60 " A.F.F. /TA DASHED LINE OF CEILING TRANSITION, REFER TO REFLECTED / CEILING PLAN FOR INFORMATION HANDICAP ACCESSIBLE CASHWRAP IN COMPLIANCE w/ A.D.A. REQUIREMENTS - SUPPLIED BY D.M.C., INSTALLED BY G.C. - REFER TO ELECTRICAL DRAWINGS COMPLIANT RESTROOM (SEE AJO FOR ELEVATIONS) TAKE BACK LOOK SUPPLIED BY FIXTURE VENDOR, INSTALLED BY G.C. /T\ GENERAL 'TOR TO SUPPLY AND INSTALL BLUEPRINT TUBE. V-/ SEE DETAIL D. ( CLOTHING HOOK T CASH WRAP CLOSET- REFER FOR MOUNTING HEIGHT j /7\ MIRROR- SUPPLIED BY DM,C., INSTALLED BY G.C. - SEE SHEET A3.0 & A5.0 FOR DETAILS /7\ HANDICAP BENCH - SUPPLIED BY D.M.C., INSTALLED BY G.0 V - SEE DETAIL SHEET A5,0 HANDICAP GRAB BARS / RESTROOM ACCESSORIES - MIRROR, PAPER O TOWEL DISPENSER AND TOILET PAPER HOLDER - SUPPLIED AND INSTALLED BY G.C. - SEE DETAIL A /A3 0 O 5' -0" CLEAR TURNING AREA (5) 1 "x12 "x8' -0" SHELVES - SUPPLIED BY TENANT'S FIXTURE P® CONTRACTOR/ INSTALLED BY G.C, (GC. TO CUT TO FIT AS REQ'D. IN FIELD) NOTE G.C, TO INSTALL FLANGE TO STANDARD AND FASTEN SHELF TO FLANGE USING SCREWS. ® NEW TELEPHONE PANEL - (REFER TO ELECTRICAL DRAWINGS) O EXISTING ELECTRICAL PANEL AND TRANSFORMER - REFER TO ELECTRICAL DRAWINGS) MAINTAIN 36" CLEAR IN FRONT OF PANEL PER CODE. HOOK PANELS - PROVIDED BY TENANT'S FIXTURE CONTRACTOR - ® ASSEMBLED AND INSTALLED BY GC. 0 5' -0' A.F.F. G.C. TO MOUNT HOOK PANEL 0 BOTH H, C. FITTING ROOM & H. C. RESTR000MS 0 48" A.F.F. SURFACE MOUNTED $ WALL STANDARDS SUPPLIED BY TENANT, INSTALLED BY C C. (TYP) NOTE: G.C. TO INSTALL VENDOR SUPPLIED I FASTENERS AT EACH AND EVERY PRE - DRILLED FASTENING POINT ON STANDARD, ® CORNER GUARDS - SUPPLIED BY DMC VENDOR, INSTALLED BY G.C. - MOUNT TO EXTEND 48" FROM FLOOR. (QTY OF 14) WRAP STRUCTURAL COLUMNS TIGHT W/ 5/8" a W.B, ON 2" MTL, ®V STUD FRAMING TO 6" ABOVE CEILING (NO FIRE RATED ENCLOSURE REQUIRED). D.M.C. VENDOR TO INSTALL SAFE PER THE MANUFACTURER'S ®W INSTRUCTIONS. (D.M.C. VENDOR TO DRILL HOLES AT BOTTOM OF SAFE TO BE BOLTED TO FLOOR). ® REFRIGERATOR. SUPPLIED AND INSTALLED BY D.M,C. O SERVICE SINK SUPPLIED AND INSTALLED BY G.C., PER LOCAL CODES Y AND AUTHORITIES, TO REMAIN. SPIGOT 0 12" A.F.F. COLUMBUS SHOW Cr SYSTEM, SUPPLIED BY OWNER, INSTALLED BY G.C. TYP) NOTE: G.C. TO INSTALL VENDOR SUPPLIED L FASTENERS AT EACH AND EVERY PRE - DRILLED FASTENING POINT ON EXTRUSION. SEE SHEET A5.0 FOR INSTALLATION DETAILS. AA MOP HOOKS SUPPLIED AND INSTALLED BY G.C. MALL COMMON AREA 29' -5 1/2" 29' -5 1/2" 24' -0" (12) 24" WALL PANELS 20'— FIT. Rm. 2'-10" If 14" FIT.RM 1 5 1/2" 1 I 1 FIT. DOOR HARDWARE NOTE ALL ENTRY / EXIT DOOR LOCKS TO RECEIVE "BEST LOCK CORES SUPPLIED BY D.M.C., INSTALLED BY G.C. (SEE DOOR SCHEDULE.) G.C. TO SUPPLY AND INSTALL TEMPORARY CORE DURING CONSTRUCTION. 60' -5 1/4 2' -lO" 1 2 -10" 12" EQ 4' -0" 4 1/8'= ' -8 1/2" O CASHWRAP 4 7/8" 8' -2 1/4" INTERIOR OF 4 7/8 " - "-6" CLOSET 9' -0" ADJACENT TENANT / 26' -11 1/2" 7-4 1/2" 16' -0" (7) 24" WALL PANELS 7' -0" Al 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 20Q9 City of Tukwila BUILDING DIVISION bO9 1,4 WALL LEGEND =/// EXISTING ONE (1) HOUR FIRE RATED/ NON- BEARING TENANT DEMISING PARTITION TO REMAIN. METAL STUDS FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE W/ 5/8" FIRE RATED G.W.B. FROM SLAB TIGHT TO UNDERSIDE OF DECK ABOVE ON EACH SIDE OF STUDS. GC, TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN ONE HOUR RATING PER U.L. DESIGN U -465 (OR EQUAL); FIRE STOP AS REQ'D. WHERE G.W.B. MEETS UNDERSIDE OF DECK FIRE STOP ALL PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L. DESIGN. PREP SURFACE SMOOTH AS REQUIRED TO RECEIVE NEW FINISHES. EXISTING NON- RATED /NON -LOAD BEARING INTERIOR PARTITION TO REMAIN, 3 5/8" METAL STUD FRAMING w/ 5/8" G. W.B. ON BOTH SIDES. GC, TO PATCH AND REPAIR AS REQUIRED. NEW 8' -0" HIGH NON -RATED NON- BEARING INTERIOR PARTITION BY TENANT'S G.C. (FITTING ROOM AREA) - 3 5/8" x 25 GA. METAL STUD FRAMING ® 16" 0.C. WITH 5/8" a WS. BOTH SIDES. NEW NON -RA TED NON- BEARING INTERIOR PARTITION BY TENANT'S G.C. 3 5/8" OR 6" (SEE PLAN) x 25 GA. METAL STUD FRAMING 16" 0.C. WITH 5/8" G. W.B. ON ONE OR BOTH SIDES, AS REQUIRED. EXTEND G.W.B. TO 6" ABOVE NEW CEILINGS, TYP. 11" 4 7/8 "< `-1 1/8" Al. 0 CASH WRAP CLOSET PLAN SCALE MT S. , 2 "WX8 R.O. HEAD AND JAMB \ / \ / L`I 8' -0" (5) SURFACE MOUNTED STANDARDS (4) SURFACE MOUNTED SLOTTED WALL STANDARDS, SUPPLIED BT FIXTURE VENDOR, INSTALLED BY LW .. (TYP). 1 SHELVES - SUPPLIED BY FIXTURE VENDOR/ INSTALLED BY G.C. (GC, TO CUT TO FIT AS REQ'D. IN FIELD; SCREW TO SHELF BRACKET WITH FASTENERS SUPPLIED BY FIXTURE VENDOR). 8'-0" A.F.F. R.O. A1.0 " 0" AT 24" CC. 9' -0" OUTSIDE TO OUTSIDE 4 7/8" I SCALE NTS CLOSET INTERIOR SCALE: N. T S i HEAD '-2"W x R.O. 4 7/8" 5/8" G.W.B. .B. ON EACH SIDE OF 3 5/8" METAL STUD FRAMING. K.D. METAL FRAME PAINTED (P -1A) DOOR (AS PER SCHEDULE) 1 1/8" 11" 4 7/8" HOOK - SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C. TOILET ROOM CLOSET PLAN 5/8" G. W, B, ON EACH SIDE 3 5/8" METAL STUD FRAMING PRIMED TRIM PROVIDED BY FIXTURE VENDOR INSTALLED AND PAINTED BY G.C. (CUT TO FIT IN FIELD. MITRE CORNERS) FRAME PRIMED BY FIXTURE VENDOR AND INSTALLED AND PAINTED BY G.C. CLOSET DOOR HEAD DETAIL t HOOK - SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C, HOOK TO BE INSTALLED AT 72" A.F.F. CENTERED LEFT TO RIGHT 18 "W x 8' -0'H PREHUNG DOORS AND TRIM PROVIDED BY FIXTURE VENDOR AND INSTALLED BY G. C, - SEE DOOR SCHEDULE. (5) SURFACE MOUNTED SLOTTED WALL STANDARDS, SUPPLIED BT FIXTURE VENDOR, INSTALLED BY G. C (TYP). SHELVES - SUPPLIED BY FIXTURE VENDOR/ INSTALLED BY GC. (G C, TO CUT TO FIT AS REQ'D. IN FIELD; SCREW TO SHELF BRACKET WITH FASTENERS SUPPLIED BY FIXTURE VENDOR), 18 "W x 8' -0 "H PREHUNG DOORS AND TRIM PROVIDED BY FIXTURE VENDOR AND INSTALLED BY G.C. SEE DOOR SCHEDULE. 4 7/8" RECEIVED Nov 18 2009 JAMB PERMIT CENTER NP. DOOR JAMB I HEAD DETAIL DMC STORE # 4083 RELOCATION "MOTHERHOOD" LIGHTING FIXTURE SCHEDULE NOTE: FIXTURE TO BE FURNISHED BY D.M.C. UNLESS NOTED OTHERWISE. SYMBOL DESCRIPTION MANUFACTURER / PART NO. LAMP / VOLTS WATTS REMARKS RECESSED INCANDESCENT DOWN LIGHT - STOREFRONT LIGHTING CONTECH /RL38 /3801 WHT 80PAR38 /HIRFL, 120V. 80 ARCHITECT 4' POWER TRACK (LENGTH AS NOTED) CONTECH TRACK (WHITE) 2, 4, 6, & 8 FT POWER TRACK LENGTHS - - 120V - - TRACK TO BE MOUNTED TO THE LAY IN CEILING GRID. DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS n 67 W PAR 38 TRACK HEAD SIDE CENTER FOCAL LIGHT CONTECH CTL838 /2P GIMBAL RING FIXTURE (WHITE) 67PAR /HIR + /FL25 120V. 67 VLMVI \LI\• ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 4' (1) LAMP FLUORESCENT STRIP CRESCENT #SCF132B WITH ELECTRONIC BALLAST (1) F032/B35 120V. 32 SURFACE MOUNTED ON CEILING. LINEAR FLUORESCENT UTILITY WALL LUMINAIRES NEW ENGLAND ACB215WRSW 15W- T12 120V 30 MOUNTED IN CLOSET ABOVE DOORS I I H EXIT LIGHT CRESCENT /SCF132B . INCLUDED 120V 12 RED LETTERS ON WHITE BACKGROUND W/ BATTERY PACK FOR 90 MINUTE EMERGENCY DUTY. SEE PLAN FOR LOCATION(S). �O4 EMERGENCY LIGHT CRESCENT /CPELW2E INCLUDED 120V - - BACK MOUNTED DOUBLE HEADED EMERGENCY LIGHT WITH BATTERY PACK ® SPEAKER "ATLAS SOUND" STRATEGY SERIES II: /FAP62T40 -5041 - - - - 6" COAXIAL SPEAKER PURCHASED BY CONTRACTOR THRU "ATLAS SOUND" (800) 876 -3333 ARCHITECT OF RECORD: SYMBOL DESCRIPTION C .,.. WI RECESSED 2 x 4 FLUORESCENT LIGHT - GENERAL LIGHTING C O R T L A N D EX, M O R G A N RECESSED 2 x 4 FLUORESCENT LIGHT - EMERGENCY LIGHTING ARCHITECT 7 (NL) 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT I DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 rev- P A I9c -Q 70 • ,,,F VL ,.. , 1 „v, VLMVI \LI\• ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 1 V Z LJ Z 4 Z ice/ `Z Z N.A.! i! M A T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 II PENS 1 i ISSUE: NOI1.d183S30 b ='ON 31VG 'A32! DRAWN BY: C.M. • REFLECTED CEILING .PLAN A 1 • 1 EXISTING LIGHTING FIXTURE SCHEDULE (BY LANDLORD) SYMBOL DESCRIPTION REMARKS RECESSED 2 x 4 FLUORESCENT LIGHT - GENERAL LIGHTING G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION EX, RECESSED 2 x 4 FLUORESCENT LIGHT - EMERGENCY LIGHTING G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION 7 (NL) RECESSED 2 x '4 FLUORESCENT LIGHT - RELOCATED LIGHT G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION R RECESSED INCANDESCENT LIGHT - GENERAL LIGHTING G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION OC re O U P -1 ............... i LIN I Bill EWE o Wiv 0 0 0 RI 0 0 12' -O" AC -1 �0 0 0 0 0 14' -5" P -1 14' -11" P -1 0 0 asp .r■ ® , NNE , NUN li Ell r IMO IMO an vl 0 N En P -1 01 9' -0" (N L) EX. H V 4 .I • i 0 OPEN DECK 9' -0" MALL COMMON 12' -0" AC -1 K NEW A.C. T CEILING AREA REFLECTED CEILING PLAN SCALE 1/4" = 1' -0" EXISTING A.C.T. CEILING C ANY LIGHTING THAT IS EXISTING AND NOT SHOWN ON PLAN IS TO BE REMOVED BY G.C. MALL REWIRED CONTRACTORS: SPRINKLER: CROWN FIRE PROTECTION 4932 INTERURBAN BLVD. BOTHELL, WA 98012 CONTACT, JOHN ABLE 425481,7669 ROOFING: CASCADE ROOFING 6308 212TH STREET SW L YNNW000, WA CONTACT BOB PEDERSON 206.464.0441 RE- LAMPING NOTE - ALL EXISTING LIGHT FIXTURES TO REMAIN. REPLACE ALL LAMPS WITH NEW - REPLACE ALL FLUORESCENT SALES AREA LAMPS WITH NEW COOL LAMPS. THERE SHALL BE NO WARM FLUORESCENT LAMPS IN SALES AREA. - G.C. TO FIELD VERIFY EXISTING LAMP TYPE. CONTACT THE BELOW VENDOR FOR NEW LAMPS. ERIK LIGHTING IVANO DIZENZO: (800) 890 -2852 - G.C. TO VERIFY IN FIELD THAT ALL LIGHTING IS IN "LIKE NEW" CONDITION. COORDINATE THE REPLACEMENT OF ANY DEFECTIVE LIGHTING FIXTURE WITH D.M.C. PROJECT MANAGER. - G.C. TO VERIFY IN FIELD THAT ALL LENSES ARE IN "LIKE NEW" CONDITION. COORDINATE THE REPLACEMENT OF ANY DEFECTIVE LENSES WITH D.M.C. PROJECT MANAGER. ALL LENSE ARE TO BE SIMILAR IN APPEARANCE. ADJACENT TENANT SEE SHEET MP1.0 FOR SUPPLY AIR DIFFUSER AND RETURN AIR LOC. ADJACENT TENANT STOREFRONT DISPLAY HANGER GRID SCALE. 1" = l'-0" 1, MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... ATTACHMENT POINT (TYP. OF 6) - G. W B. CEILING BY G.C. (PAINT P -1) 3 "x3" WHITE GRID SUPPLIED BY FIXTURE VENDOR/ INSTALLED BY G.C. SEE SHEET A1.1 FOR TRACKLIGHT DIMENSION FROM GLAZING. TOGGLE AND EYE BOLT SUPPLIED BY FIXTURE VENDOR INSTALLED BY G.C. (6) REQUIRED PER GRID G.C. TO PAINT TOGGLE P -1 TO MATCH CEILING. D O- LMLi R CE1VED NOV 18 2009 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION SPRINKLER SYSTEM NOTE AN AUTOMA TIC SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE CONTRACTOR SHALL REWORK AND MODIFY SYSTEM IF NECESSARY FOR THE NEW SPACE CONFIGURATION. MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR, WHO SHALL PREPARE DESIGN /SHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN ACCORDANCE $1417-1 NFPA, STANDARD 101, AND ANY OTHER STAT OR LOCAL CODES HAVING JURISDICTION. FIRE ALARM / SMOKE CONTROL SYSTEM NOTE THE G.C. SHALL BE RESPONSIBLE TO VERIFY MALL REQUIREMENTS FOR FIRE AND SMOKE ALARM SYSTEMS, AND SHALL INCLUDE IN BID ALL COSTS ASSOCIATED WITH INSTALLATION (OR UPGRADE OF EXISTING SYSTEM(S) AS NECESSARY TO COMPLY WITH MALL REQUIREMENTS AND WITH LOCAL CODE ENFORCEMENT AGENCIES GOVERNING THIS WORK. EXISTING EMERGENCY LIGHTING NOTE G.C. TO TEST EXISTING SYSTEM AND VERIFY PROPER WORKING ORDER TO SATISFACTION OF LOCAL CODE OFFICIAL. REFLECTED CEILING PLAN CODED NOTES NEW 2x2' LAY IN CEILING - G.C. TO SUPPLY NEW GRID & lO TILES AT ELEVATION AS INDICATED - NEW GRID AND TILES TO MATCH EXISTING. 2 EXISTING 2x2' LAY IN CEILING - G.C. TO REPLACE DAMAGED /STAINED 2 TILES - NEW TILES TO MATCH EXISTING 0 NEW CEILING TO ALIGN WITH EXISTING. 4 G.C. TO SALVAGE AND RELOCATE 2x4' FLUORESCENT LIGHT FIXTURE 4 FROM EXISTING STOCKROOM. ® NEW G.W.B. CEILING. 60 EXISTING 5/8" G.W.B. SOFFIT / CURTAIN WALL OPTEX WIRELESS ANNUNCIATOR SYSTEM - REFER TO ELECTRICAL DWG. El. 0. ADJUST AS REQ'D PER MANUFACTURER'S INSTRUCTIONS TO DETECT 0 CUSTOMER TRAFFIC. ALL ADJUSTMENTS TO BE COORDINATED WITH STORE MANAGER UPON COMPLETION OF FIXTURING STORE. SENSITIVITY TO BE SET SO THAT DETECTION DEVICE DOES NOT SOUND WHEN SHOPPING FRONT NESTING TABLE. ® OMITTED FROM SET. 9 O DISPLAY GRID W/ SUSPENDED GRAPHIC - REFER TO STOREFRONT DISPLAY HANGER GRID DETAIL A /A1.1 - CENTER ON DISPLAY WINDOW. 0 10 "MOTHERHOOD MATERNITY" STOREFRONT SIGNAGE REFER TO SHEET A4.0 DMC STORE # 4083 RELOCATION MALL CONCOURSE ARCHITECT OF RECORD: WALLS P-1 cw1A B -1 CORTLAND C -2 M O R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT I DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 1 V Z N., 1 Z Z LJ u! . MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 :N 6897 ISSUE: , , 0 'ON REV_ DATE DRAWN BY: CM, FLOOR AND WALL FINISH PLAN A2.0 )SET WALLS P-1 BASE B -1 FLRV C -2 CLOSET WALLS P-1 BASE 8-1 FLR'G FC -3 SALES AREA WALLS P -1 BASE B -1 FLR'G FC -1 FITTING ROOMS WALLS P -1 BASE B -1 FLR'G FC -1 CLOSET WALLS P -1 BASE B -1 FLR'G FC -2 RESTROOM WALLS P -1 BASE B -1 FLR'G FC -2 A A3.0 SCALE: 1/4" = 16' - -0" (TYP) CARPET SEAMS MALL COMMON AREA FLOOR AND WALL FINISH PLAN **NOTE: RUN CARPET SEAMS FROM SIDE TO SIDE (TYP) c-C -3 F- H =, EQ EQ E OF CASHWRAP 10' -10 "± (10 FULL TILES) ADJACENT TENANT ADJACENT CARPET TENANT 16'-1" 36" MIN TAPER FLASH PATCH BY G.C. 36" MIN TAPER.- A7.0 SCALE: FULL A2 0 SCALE: FULL • MALL TILE 1/8" THICK TRANSITION STRIP CERAMIC TOOL; PART CT 38 CT MILL FINISH, INSTALLED BY TILE CONTRACTOR. CARPET TO MALL TILE CC FLOOR TRANSITION DETAILS 6 MAUF: BURKEMERCER PART NUMBER: 150 TILE- CARPET JOINER COLOR: 209 IIInuIIIIUIIIIIIIIIIIIIIII omiuiiuiiuu VINYL TILE v VINYL TILE TRANSITION TO OCCUR IN LINE W/ NON -SALES SIDE OF JAMB (TYP.) AS NECESSARY TO BE INVISIBLE FROM SALES FLOOR AREA. CARPET TO V.C.T. TILE b09---2-MH CARPET FINISH SCHEDULE - MOTHERHOOD MATERNITY PAINT PROVIDED AND INSTALLED BY G.C. P -1 WALL PAINT MANUF: SHERWIN WILLIAMS PAINT COLOR NO. SW 7005, "PURE WHITE" FINISH: SATIN USED ON: SALES WALLS /CEILINGS /SOFFITS P -/A TRIM PAINT MANUF: SHERWIN WILLIAMS PAINTS COLOR NO. SW 7005 "PURE WHITE" FINISH: SEMI -GLOSS USED ON: DOOR AND FRAMES PRIMER NOTES: PROVIDED AND INSTALLED BY G.C. PRIMER INSTALLATION ON G. W.B. ' AND WOOD: 2 COATS OF PROMAR 200 INTERIOR LATEX SEMI -GLOSS ENAMEL OVER 1 'COAT "PREP -RITE" WALL AND WOOD PRIMER. BASE PROVIDED AND INSTALLED BY G.C. B -1 VINYL COVE BASE MANUF: MERCER PRODUCTS COMPANY, INC. VINYL WALL COVE BASE 4" HIGH x .080" THICK VINYL TRANSITION STRIP COLOR NO. 401 "WHITE" LOCATION: SALES AREA, NON- SALES, AND TOILET ROOM MIRROR PROVIDED BY TENANT AND INSTALLED BY TENANT'S G.C. M -1 CLEAR PLATE MIRROR FLOOR AND WALL FINISH PLAN - CODED NOTES 0 LEASE LINE. 0 FLOOR TRANSITION. SEE DETAIL A /A2.0, 0 FLOOR FINISH TO EXTEND UNDER CASHWRAP. J G.C. TO ALIGN FLOORING TRANSITION W/ STOREFRONT G.C. TO PATCH, REPAIR AND CLEAN EXISTING MALL TILE FROM LEASE ® LINE TO POINT OF CLOSURE AND GLAZING BASE. COORDINATE WITH MALL REPRESENTATIVES O 6 EXISTING TRANSITION CO STOREFRONT SHALL BE SMOOTH, LEVEL, AND FLUSH W /LANDLORD MALL CONCOURSE FLOORING (NO REDUCER STRIPS PERMITTED), 7 EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. G.C. TO PATCH AND REPAIR AS REQUIRED. ® DASHED LINE INDICATES CARPET SEAM. FLOOR COVERING FC -1 CARPET MANUF: LEES CARPET STYLE.' "HORSEPOWER /MOTORSPORT COLLECTION" COLOR: 128 SPA, PATTERN DK956 WIDTH: 12 FT LOCATION: SALES AREA CARPET AND ADHESIVE SUPPLIED BY D.M. C. AND INSTALLED BY G.C. FC -2 VINYL COMPOSITION TILE MANUF: ARMSTRONG STYLE: EXCELON COMPANION SQUARE COLOR: /51973 MONO WHITE SIZE: 12 "x12 "xl /8" LOCATION: NON -SALES SUPPLIED AND INSTALLED BY G.C. FC -3 PORCELAIN TILE MANUF. INTERCERAMIC COLOR: SMOKE WIDTH: 13 x 13 MAPEI - 02 PEWTER GROUT (SUPPLISP /INSTALLED BY C. C,) LOCATION: SALES AREA TILE SUPPLIED BY AM C./ INSTALLED BY GC. LAY -IN CEILING REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION PROVIDED AND INSTALLED BY G.C. AC -1 2 x 2 LAY -IN CEILING MANUF: ARMSTRONG INDUSTRIES STYLE: CORTEGA ITEM: #704 COLOR: WHITE TILES: 24" x 24" x 3/4" MATERIAL: WET -FORM MINERAL FIBER EDGE DETAIL: ANGLED TEGULAR TYPE. CLASS "A" RECOMMENDED ARMSTRONG SUSPENSION SYSTEM: PRELUDE 15/16" EXPOSED TEE (WHITE) RECEIVED NOV 18 2009 PERMIT CENTER DIM STORE # 4083 RELOCATION MALL CONCOURSE ARCHITECT OF RECORD: 1 i1 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: FIXTURE FIXTURE tiKAF'LVINt, I X MtZ1 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 0 104 0 1 V & \,J Z . 1 ice/ Z A. Z uJ L MA T E R N I T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 0 132 0 ACCESSORY FIXTURE 1 0 0 PANTY SPINNER 1 0 0 NESTING TABLES (2 TIERS) 2 150 300 NESTING TABLES (3 TIERS) 2 t80 360 NESTING TABLES (PLUS STORES) 1 i92 192 36" ROUNDERS 2 170 340 42" ROUNDERS 0 198 0 ROLLING Z RACK 1 90 90 MOTHERHOOD CAPACITY WORKSHEET FIXTURE QTY FIXTURE FIXTURE STORE! CAPACITY 2 -WAY 10 52 520 4 -WAY 0 104 0 H -RACK 0 132 0 ACCESSORY FIXTURE 1 0 0 PANTY SPINNER 1 0 0 NESTING TABLES (2 TIERS) 2 150 300 NESTING TABLES (3 TIERS) 2 t80 360 NESTING TABLES (PLUS STORES) 1 i92 192 36" ROUNDERS 2 170 340 42" ROUNDERS 0 198 0 ROLLING Z RACK 1 90 90 2' WALL BAY 36 51 1632 SLA TWALL # OF LINEAR INCHES 0 51 0 OTHER 0 0 0 STORE UNIT TARGET 3200 STORE UNIT PLANNED 3434 DIFFERENCE #234 SQUARE FOOTAGE CALCULATIONS SPACE / LOCATION AREA (IN SQ.FT.) RESTROOM = 97 SF CLOSETS = 48 SF OFFICE = 0 SF FITTING ROOMS = 108 SF CORRIDOR = 21 SF MISCELLANEOUS = 24 SF SALES AREA SO. FT = 1187 SF TOTAL NON -SALES = 298 SF TOTAL SQ. FT (PER L.O.I.) = 1505 SF TOTAL SQ. FT (PER L.O.D.) = 1505 SF TOTAL SQ. FT (CALCULATED) = 1485 SF ARCHITECT OF RECORD: c C O U M O R G A N MPfl 711 NORTH FIELDER ROAD 1 WW PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: I I I I I I I DESIGNER: R 1 InM I 1 I I I I I 1 I I I I I P o 0 O ISSUE: 11/6/09 NOlidl2 OS3O s= L AP 4 SHED) - ---- , ltd' gg 7 I� � I 4 o In \ - CA:H (SHOW — 1 I I I I I I I . I .` I_; -r I I t ARCHITECT OF RECORD: c C O NIA R T L A N D M O R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: , Q®H uru rtvuw., IA /o001 PHONE: (817) 410 -2858 FAX (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 1 InM // 10 III / 1® .A. No, A Z AL. t i. Z W Jiro/ MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 / ISSUE: 11/6/09 NOlidl2 OS3O oz) AG rO y i`l,! I i I Z ( ' . , ltd' gg 7 I� =0N 3140 'A3211 DRAWN BY: C.M. INTERIOR ELEVATION A3 T EXIT 0 /i /i / ' /i /i /i /i // // Q®HA , Q®H Ta ( / / 1 InM // 10 III / // / MOP HOLDER MOP SINK A3.0 1 3.0 C j INTERIOR ELEVATION SCALE: 1/4 = 1 -0 I 24 X 66" MIRROR ADA SIGNAGE ADA COMPLIANT UNISEX /HANDICAP SIGN, SUPPLIED & INSTALLED BY G.C. ®60" A.F.F. (T1P.)— SCALE: 1/4" = 1'-0" • \ P- 1 A DOOR /FRAME INTERIOR ELEVATION SCALE. 1/4" = 1'-0" WP -1 B -i CLOTHING HOOK 0 60" A.F.F. (TYP. FOR 4), - HOOK PANEL ® 48" A.F.F. f 3' -6" J2" B -1 P -1 Q 0 P -1 N I ■liens 1 42" GRAB BAR MOUNTED 0 36" A.F.F.. PROVIDED & INSTALLED BY GC. 36" GRAB BAR MOUNTED ® 36" A.F.F. PROVIDED & INSTALLED BY G.C. H. C. ACCESSIBLE LA V SUPPLIED /INSTALLED BY G C. 48" x 66" CLEAR FLOOR SPACE A T WA TERCLOSET. 30" x 48" MIN. CLEAR FLOOR S P A C E A T LA V. A HANDI CAP RESTROOM ELEVATIONS - ADA COMPLIANT HANDICAP SIGN, SUPPLIED & INSTALLED BY G.C. ® 60" A.F.F. (TYP.) G. C. TO SUPPLY AND INSTALL 1"x4" F.R. T WOOD TRIM, PAINT P -1A. TOP OF FITTING ROOM WALL ® 8' 0" A.F.F. TAKE BACK HOOK 6' -0" A.F.F. (TYP.) B -1 FRAME (TYP) B -i BEYOND "MOTHERHOOD MA TERN/ TY" LETTERS PIN MOUNTED TO TOP OF CLOSET SUPPLIED AND INSTALLED BY M. W.I. SIGN VENDOR,— P- 1 AFB P -1A P- 1 s q B -1 A■• P -1A FRAME (TYP) P -1 P -lA FRAME FRAME 9'-0" CLOSET (2) TWO 12" WHITE MELAAMINE SHELVES W/ HOLD DOWN CLIPS - SUPPLIED BY FIXTURE VENDOR, INSTALLED BY G.C. — 9= 0„ A.F.F. o'-o" A.F.F. B -1 P -1 . 2 . -0 " B -1 P -1A ,, PAPER TOWEL DISPENSER @ 48" A.F.F. (MAX) McMASTER -CARR SUPPLY COMPANY - MODEL /3017K16. PROVIDED & INSTALLED BY G.C. 18 "W x 36 "H MIRROR BY G.C. BOTTOM OF MIRROR ® 40" A.F.F. (MAX) PROVIDED & INSTALLED BY G.C. o ' c) N \ \ \ \ HORIZ. GRAB BAR - SUPPLIED/INSTALLED BY G.C. HOT WATER AND DRAIN PIPES UNDER LA V SHALL BE INSULATED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LA V. B -1 P- 1 A P- 1 TYP. (DOOR /FRAME) 9'-0" A.F.F. 0' -0" A.F.F. B -1 — 24 "W x 63 "H MIRROR BY G.C. (INSTALLATION SIMILAR TO FITTING ROOM MIRRORS). 15'-0" 4„ A. F.F. P -1 10 A.F.F. D' -0" A.F.F. 4 12' -0" A.F.F. 10'_0" A.F.F. 0' -0" A.F.F. B -1 2 P -1 4' -10" SIMNGWALL SUPPLIED BY D.M.C. INSTALLED BY G.C. P- 1A P -i / DOOR /FRAME B -1 (2) TWO 12" WHITE MELAMINE SHELVES W/ HOLD DOWN CLIPS - SUPPLIED BY FIXTURE VENDOR, INSTALLED BY G.C. 9. 0" A. F. F. T HOOK PANEL TO BE MOUNTED 4' -0" A.F.F., SUPPLIED BY FIXTURE VENDOR, INSTALLED BY G.C. (SEE F /A5.0) HORIZ GRAB BAR SUPPLIED /INSTALLED BY G.C. TOILET TISSUE HOLDER SUPPLIED/ INSTALLED BY G.C. INTERIOR ELEVATION SCALE: 1/4" = INTERIOR ELEVATION SCALE: 1/4 = 1 0 CEILING MOUNTED OP TEX TRANSMITTER EXIT SIGN SUPPLIED " SUPPLIED BY D.M.C. BY D. M. C. INSTALLED INSTALLED BY G.C. BY G.C WP -1 P -1 m 4' -10" R.O. (BY G.C.) B -1 P -1 B -1 1 12' -0" A.F.F. 0'-0" 66 A.F.F. B -1 G.C. TO CUT STANDARDS IN FIELD AS NECESSARY TO HOLD TOP OF STANDARD 4" FROM TOP OF WALL. (BOTTOM OF STANDARDS @ 1' -6" 4- A.F.F.) G.C. TO SUPPLY AND INSTALL 1"x4" F. R. T. WOOD TRIM, PAINT P -1A. TOP OF FITTING ROOM WALL ® 8'-0" A.F.F RESTROOM ACCESSORY SCHEDULE: RECEIVED NOV 18 2099 PERMIT CENTER G. . C. TO VERIFY EXISTING CONDITIONS AND SUPPLEMENT AS REQUIRED. • PAPER TOWEL DISPENSER- 4501 T2 - ROLL TYPE DISPENSER AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, OH. PHONE # (330) 995 -5500 • TOILET TISSUE HOLDER - SURFACE MOUNTED STAINLESS STEEL #2863K41 AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, OH. PHONE # (330) 995 -5500 • HOOK PANEL MOUNTED AT WALL, SUPPLIED BY TENANT. • NEW SEAT FOR WATER CLOSET (TOILET SEA T MUST HAVE LID) • GRAB BARS - 1 1/2" DIA. SNAP FLANGE 8 -6806 SERIES 48" AND 36" LENGTHS OR AS NOTED ON DRAWINGS w/ ANCHOR PLATES TO WITHSTAND 250 LBS. PRESSURE, VERTICAL AND HORIZONTAL. REVIEWED R CODE COMPLIANCE APPROVED DEC 03 2009 City of Tukwila BUILDING DIVISI m ADA REQUIREMENTS FOR RESTROOM 4.16 WATER CLOSETS 4.16.1 GENERAL. ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH 4.16, 4.16.2 CLEAR FLOOR SPACE CLEAR FLOOR SPACE FOR WATER CLOSETS NOT IN STALLS SHALL COMPLY W1111 A /A30. CLEAR FLOOR SPACE MAY BE ARRANGED TO ALLOW EITHER A LEFT - HANDED OR RIGHT - HANDED APPROACH. 4.16.3 HEIGHT: THE HEIGHT OF THE WATER CLOSETS SHALL BE 17" TO 19" (430mm TO 485mm) MEASURED TO THE TOP OF THE TOILET SEAT (SEE DTL. A /A10). SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSTTON. 4.16.4 GRAB BARS: CRAB BARS FOR WATER CLOSETS NOT LOCATED IN STALL SHALL COMPLY WITH 4.26 AND DETAIL A /A3 0. THE GRAB BAR BEHIND THE WATER CLOSET SHALL BE 36" (915mm) MINIMUM. 4.16.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH 4.27.4. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE 1HANN 44" (1120mm) ABOVE THE FLOOR. 4.16.6 DISPENSERS. TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN REACH. AS SHOWN IN A/A30. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. 4.19 LAVATORIES AND MIRRORS 4.19.1 GENERAL: THE REQUIREMENTS OF 419 SHALL APPLY TO LAVATORY FIXTURES, VANITIES AND BUIL 1-/N LAVATORIES. 4.19.2 HEIGHT AND CLEARANCES: LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" (865mm) ABOVE PIE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29" (735mm) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH A /A30. 4.19.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 3O" x 48" (760mm x 1220mm) COMPLYIN WITH 4,2.4 SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERFLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" (485mm) UNDERNEATH THE LAVATORY (SEE DETAIL A /A3.0) 4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES 4.19.5 FAUCETS. FAUCETS SHALL COMPLY WITH 4.2Z4. LEVER- OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. IF SELF- CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST TEN SECONDS. 4.19.6 MIRRORS. MIRRORS SHALL BE MOUNTED KITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" (1015mm) ABOVE THE FINISH FLOOR (SEE DETAIL A /A30) 4.26.1 GENERAL. ALL HANDRAILS, GRAB BARS, AND TUB AND SHOWER SEATS, REQUIRED TO BE ACCESSIBLE BY 4.1, 4.8, 4,9, 4.16, 4.1Z 4,20 OR 4.21 SHALL COMPLY WITH 4.26. 4.26.2 SIZE AND SPACING OF GRAB BARS AND HANDRAILS THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A HANDRAIL OR GRAB BAR SHALL BE 1 -1/4" TO 1 -1/2" (32mm TO 38mm), OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 -1/2" (38mm) (SEE DETAIL A /A3.0). HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OD 3" (75mm) DEEP AND EXTENDS AT LEAST 18" (455mm) ABOVE THE TOP OF THE RAIL. 4.26.3 STRUCTURAL STRENGTH THE STRUCTURAL STRENGTH OF THE GRAB BARS, TUB AND SHOWER SEATS FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPEC IF ICATIONS (1) BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY PIE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 /BF (1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. (2)SHEAR STRESS IN A GRAB BAR OR SEAT INDUCED BY THE APPLICATION OF 2504BF (1112N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. (3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250/BF (1112N) SHALL BE LE5S THAN THE APPLICATION OF 250 IBF (1112N) SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE (5) GRAB BARS SHALL NOT ROTATE WITH /N THEIR FITTINGS 4.26.4 ELIMINATTNC HAZARDS; A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EGRESS SHALL HAVE A MINIMUM RADIUS OF 1/8" (3.2mm) DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: cylA CORTLAND M 0 R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 (817) 635 -5696 FAX: (817) .635 -5699 I ENGINEER OF RECORD: I DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, PA 76051 PHONE: (817) 410 -2858 FAX: (81 251 -8411 POC: MICHELLE JUDKINS I D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA .19123 PROJECT MANAGER: ROMAN G00DFELLOW PHONE: (215) 873 -2308 ray- DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 . 4414:0 S44,1 +i Srd. 4•X t4;04.i ire.:40'.54•. SG•'.:441.teeZ4 0 Ve .re:: `• V; .; • 4 I'' ., 4 !g 4 S e, !, r s t �. . ;.4 ' ro .� 4. ' ' ee 4!` Ini !'Iwi!Olwi!4rni!meemo..14.y,14! r,.i .44 •In4;,,y,Illk. !C.z4.K44. >w r k. MOTHERHOOD M A T E R N I T Y OF GLASS MOT HERHQ©D 1 T Y / OF GLASS ::. -- :: - ::: - :.. ... r it •r " .; :4 e ti ,L4 e 4 e • M e / I / 4 .r r. r,. ; 4 `.1 r rI .• . ; 4 4. '. * roil!:; i1fVAInM;i!!:;114Gi!4:� jmiz` r,: i!: Inoomni!4Go'•Ini!•:Iwi!41 z.,..) j' 4: ' s% MOTHERHOOD M A T E R N I T Y OF GLASS C...M :5!,X43lYei!cr ZA-4!!YiM4!` ;5!`;h:Ki!ll.432:i!lY 0 lei! i2:j!l...fAr.4393j59A STOREFRONT ELEVATION SCALE. 1/2" = 1 ' -0" 7' -9 1/8" 25' -0" LEASE LINE TO LEASE LINE EXISTING STOREFRONT GLAZING FRAMING, ETC. TO REMAIN., UNLESS OTHERWISE NOTED. TENANT'S SIGNAGE VENDOR SHALL SUBMIT SHOP DRAWINGS TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLA 170N OF SIGN. NEW /NTERNALL Y ILLUMINATED CABINET SIGN WITH PUSH THROUGH ACRYLIC LETTERS 14" LETTERS READING "MOTHERHOOD" AND BLACK 3" LETTERS READING "MATERNITY" CENTERED LEFT TO RIGHT ON SIGN BAND EXISTING' MALL BULKHEAD TO REMAIN. G.C. TO PROTECT AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION. (TYP) EXISTING NEUTRAL PIER TO REMAIN. G.C. TO PROTECT AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION. (TYP) 4" HIGH WHITE VINYL ADHESIVE LOGO. CENTER OF LOGO TO BE MOUNTED 2' -8" A.F.F. ON THE INTER /OR FACE OF WINDOW AND CENTERED LEFT TO RIGHT ON WINDOW PANE BY TENANT'S' SIGN VENDOR. 4. rI eI. eI a r, eI eI / e G. C TO EXTEND PRIMARY FEED TO SITE EXISTING A.C.T. CEILING 0 12' -0" A.F.F. NEW EXIT LIGHT - REFER TO REFLECTED CEILING PLAN. G.C. TO INSTALL NEW ACCESS PANEL FOR SIGN INSTALLATION AND MAINTENENCE STOREFRONT SECTION SCALE: 1/2" = 1 " 0" 6 LEASE LINE G. C. TO COORDINATE WITH SIGN VENDOR. , OF STOREFRONT SOF REMOVED AND REFRY ACCEPT NEW CABINE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City Ci of T ukwila BUILDING DIVISION b o 9.-2,249 RECEIVED wOV 18 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: C O R T L A N D C 1M IA M 0 R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON,. TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 . GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAY (')1S) a')c_di7O •,/M V.. VL - J VI.J • nronmco. ROMAN GOODFELLOW (215) 873-2308 FAX: (215) 625 -9379 MA T E R N I T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 60 /9 /tI :3f1SSI DESCRIPTION: z, ) ORIGINAL DATE Of LON REV. DATE: I DRAWN BY: C.M. STOREFRONT PLAN & SECTION 4 ,. V::4 's01 444 444:4!e'i,'Vei'.4•Z44. 4Gb: 44∎ tt'i'S44•44t: :tid 44•Ye4t, . %. Ste. 4:4 st.ir4 .g r: :!Q'IeiSlni�4lwi�`I':i�� •• Iwi�4 • Ini�4lni�`Iwi�4I i�i� � �Ini�• =I i��' I�i�.' I�i��.' I�i��: Iwi .'Iwi�:Iwi�'Iwi�i'Iwi�' �I I ts, wt. , EXISTING g' f CV /C 1 " TEMP. S GLASS? ; ., t OF GLASS i 9K °, - ti vi :44 . 5:4 524 5y % ' GI 524 5 :465y § :46m 5 v 4 vi -ri,•� ai p, . I.. w,.. wl.. wl.. nl.. nl .wl.. wl.. wl.. wi_. wl.. w.1., wl...i..wl..nl..a. /....,• .. w,... I.. wI.. nl.. wl.. wl. MOT HER HQDD MAT a w N I TV MOTHERHED M A T M A N I TV OF GLASS o Stti wizo..r.o'S ?' ix. �!i'i:Ste'i'mv,:ti'rt x4 S!oStei::'�i. �Ge'S!ii:S!i`.:4i A: s': K ., t i4 SI 3 t, Y '; Ve '/ . // it 1:1+ 3+ tti ' �•ttItttl + tti•Iife ttt•KM,t4+M0 ,.. w,.. ni.. ni.. n,.. ni.. w t1. . ,.. wi.. w�.. n,.. w,.. w,.. .. wi.. n,. �.' ei A: 52 i2W+: 45 2:55Ql..i2WF.t..i�F. S:K. ��t;.5.1%i!F 552:,.i! Z ikeZ42:55P4A i STOREFRONT ELEVATION A4.0 SCALE: 1/2" = 1 7' -9 1/8" (V.I.F.) 25' -0" LEASE LINE TO LEASE LINE EXISTING STOREFRONT GLAZING FRAMING, ETC. TO REMAIN., UNLESS OTHERWISE NOTED, TENANT'S SIGNAGE VENDOR SHALL SUBMIT SHOP. DRAWINGS TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION OF SIGN. NEW INTERNALLY ILLUMINATED CABINET SIGN WITH PUSH THROUGH ACRYLIC LETTERS. 14" LETTERS READING "MOTHERHOOD" AND BLACK 3" LETTERS READING "MATERNITY" CENTERED LEFT TO RIGHT ON SIGN BAND EXISTING MALL BULKHEAD TO REMAIN. G.C. TO PROTECT AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION. (TYP) EXISTING NEUTRAL PIER TO REMAIN. G.C. TO PROTECT AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION. (TYP) 4" HIGH WHITE VINYL ADHESIVE LOGO. CENTER OF LOGO TO BE MOUNTED 2' -8" A.F.F. ON THE INTERIOR FACE OF WINDOW AND CENTERED LEFT TO RIGHT ON WINDOW PANE BY TENANT'S SIGN VENDOR. t t e■ • Iv: �tYt�,:I G.C. TO EXTEND PRIMARY FEED TO SITE EXISTING A. C. T. CEILING ® 12' -0" A.F.F. NEW EXIT LIGHT - REFER TO REFLECTED CEILING PLAN. G. C. TO INSTALL NEW ACCESS PANEL FOR SIGN INSTALLATION AND MAINTENENCE. B� STOREFRONT SECTION A4.0 SCALE: 1/2" = 1 G.C. TO COORDINATE WITH SIGN VENDOR. , OF STOREFRONT SOF REMOVED AND REFRI ACCEPT NEW CABINE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 03 2009 City of Tukwila BUILDING DIVISION boci, RECEIVED NOV 1 8 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: cw1A :.„ CORTLAND M O R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: tiKAt'tVINt, I X /5U51 PHONE: (817) 410 -2858 FAX (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT I DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN G00DFELLOW PHONE: (215) 873 -2308 CAN"- M1A1 R)a_0770 •Q7IYJIJ]U I c re. vv . ROM AN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 v1)TI LI d M A T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 C ISSUE: :NOLL-d1210S30 a, r f =0N REV. DATE I DRAWN BY: C.M. CONSTRUCTION DETAILS • 00 HORIZ / HEAD SECT /ON & MOUNTING HARDWARE SUPPLIED BY FIXTURE VENDOR / INSTALLED BY G.C. CLOTHES HOOK @ 6' -0" A.F.F. (TYP) CENTERED ON PANEL 2' -10" HEAD TRIM PIECES SUPPLIED IN EXACT SIZES. G.C. TO NOT CUT IN FIELD. 30 "W x 5' -3 "L MIRROR SUPPLIED BY TENANT, INSTALLED BY G. C. PRE - FINISHED P -LAM DIVIDER PARTITION PROVIDED BY OWNER'S FIXTURE CONTRACTOR, INSTALLED BY G.C. t' FITTING ROOM AND HOOK PANEL 1' -2" _J L FITTING ROOM PLAN DETAIL /4" =1'0" PRE -FAB HANDICAP BENCH SUPPLIED BY OWNER'S FIXTURE CONTRACTOR, G.C. TO SCRIBE TO FIT AND INSTALL. COMMERCIAL GRADE FABRIC COVERED CUSHION WITH FULL PERIMETER WELT TOP AND BOTTOM ZIPPER ACROSS BACK SUPPLIED BY TENANT, INSTALLED BY G.C. NOTE: ALL SURFACES COVERED WITH PLASTIC LAMINATE BY OWNER'S FIXTURE CONTRACTOR. G.C. TO CAULK ALL EDGES (AGAINST G. W.B.) w/ CLEAR BEAD OF SILICONE. A5.0 3" CUSHION BY OWNER. EDGE OF 60 "0 FLOOR TURNING SPACE SCALE: 1" = 1' -0" 2' -0" G.C. TO INSTALL 1 "x4" MOULDING AROUND TOP PERIMETER OF FIT RM. WALL. (TYP. BOTH SIDES) F.R.T. (IN -WALL) WOOD BLOCKING FOR PREFAB. HORIZ PANEL ATTACHMENT. (TYP. AT ENDS) IN WALL BLOCKING BY G.C. REQUIRED. G.0 TO SCRIBE EDGE OF BENCH TO WALL IN FIELD. CONTINUOUS FIRE- RETARDANT WOOD BLOCKING. 3' -0" CURTAIN ROD SUPPLIED BY TENANT, INSTALLED BY G.C. AT 7' -10" A.F.F. H.C. FITTING ROOM BENCH PROVIDED BY OWNER'S FIXTURE CONTRACTOR, INSTALLED BY G.C. - SEE DETAIL E /A5.0 A5.0 G.C. TO SCRIBE - BENCH TO WALL. HOOK PANEL AT H.C. FITTING ROOM TO BE MNTD. ®48" A.F.F. E PRE -FAB HANDICAP FITTING ROOM BENCH DETAILS r L r 7S / N N N N N N N N 1 N PLAN 12" (LEDGE) HANDICAP SIGN INSTALLED 60" A.F.F., SUPPLIED AND INSTALLED BY G. C. MIRROR TENANT BY G. C. SUPPLIED BY INSTALLED 3 ■ 5' -0 5' -0" (VLF.) 4' -0" (PER A.D.A.) (BENCH W/ CUSHION) 8' -0" A.F.F. TOP OF DIVIDER 7' -8" A.F.F. TOP OF DIVIDER HORIZ / HEAD SECTION & MOUNTING HARDWARE SUPPLIED BY FIXTURE VENDOR / INSTALLED BY G.C. FITTING ROOM DIVIDER PARTITION AND MOUNTING HARDWARE SUPPLIED BY FIXTURE VENDOR / INSTALLED BY G.C. RETURN POLICY SIGN SUPPLIED BY TENANT INSTALLED BY G.C. (ACRYLIC 7 "W x 5 1 /2 "h W/ DOUBLE STICK ADHESIVE APPLIED TO FACE OF MIRROR - BOTTOM OF SIGN 5' -O" A.F.F. 1/4" CLEAR PLATE MIRROR POLISH ALL EXPOSED EDGES CAULK BOTH SIDES W/ CLEAR SILICONE. CONTINUOUS HORIZONTAL " J " CLIPS BY G.C. FINISH TO BE STYLMARK (OR EQUAL) 020 SATIN NATURAL TOP: 1420107 BOTTOM: /420068 PRE - FINISHED (BRUSHED ALUMINUM) 3/4" x 2" METAL CHANNEL PROVIDED BY OWNER'S FIXTURE CONTRACTOR G.C. TO PAINT MOUNTING SCREWS AND BOLTS AFTR INSTALLATION W/ TOUCH UP PAINT SUPPLIED BY FIXTURE VENDOR. BENCH AND LEDGE TO BE PROVIDED SEPERA 1E - SCRIBE LEDGE AS NECESSARY TO FIT PRE-FINISHED (CHROME) DRAPERY ROD AND DRAPERY WALL BRACKET INSTALLED BY G.C. MOUNTED 19 7' -10" A.F.F. (IN -WALL BLOCKING REQUIRED) 7' -10" CENTER TOP OF ROD FINISHED SIDE DOWN 1 '; R BASE (B -1) 3" CUSHION BY OWNER. FITTING ROOM SECTION SCALE: 3/4" = 1' -0" Qr W SCALE 3" = 1' -0" SIDE ELEVATION SCALE: 1/2" = 1' -0" 1x6 SELECT GRADE POPLAR (NATURAL FINISH) BY OWNER'S FIXTURE CONTRACTOR - INSTALLED BY G.C. 3 — CLOTHES HOOKS SUPPLIED BY OWNER'S FIXTURE CONTRACTOR - INSTALLED BY C C. OVER PANEL ANCHORING FASTENERS 9 " / F � HOOK PANEL INSTALLATION DETAIL HAND/CA 3/4"8" , PULLOUT 16 "D.x36 P ACCESSIBLE SHELF 'W.x34 "H, 36" � � 1 HANDICAP ACCESSIBLE PULL OUT SHELF FITTING ROOM DIVIDER PARTITION SUPPLIED BY FIXTURE VENDOR - INSTALLED BY G.C. 9 " 4' -0" FRONT ELEVA TION HOOK PANEL INSTALLED BY G.C. SEE DETAIL F /A5.0. - IN WALL BLOCKING REQUIRED BY G.C. CD c� FITTING ROOM SECTION A5.0 SCALE: 3/4" = 1' -0" G.C. TO ANCHOR WOOD HOOK PANEL w/ DRYWALL ANCHORS (TYP. OF 3) 3" NOTES 1) CC, TO INSTALL HOOK PANEL w/ CONSTRUCTION ADHESIVE ON BACKSIDE OF PANEL AND CAULK ALL EDGES w/ CLEAR BEAD OF SILICONE. 2) MOUNT HOOK PANEL AT 5' -0" A.F.F.; TYP. EXCEPT AT HANDICAP RESTROOM AND FITTING ROOM MOUNT HOOK PANEL AT 48" A.F.F. HANDICAP ACCESSIBLE PULLOUT SHELF 16 "D.x36 1x34 "H. I I II II II I I II _1i 7' -6" A.F.F. 5' -O" A.F.F. (48" AT H.C. FITTING RM.) : BASE (8 -1) 3" DIA. PVC PIPE. METAL STRAPPING. WOOD SCREWS FIXED END CAP. 7' - -8" A.F.F. TOP OF DIVIDER PRE - FINISHED 3/4" x 3/4" METAL CHANNEL PROVIDED BY OWNER'S FIXTURE CONTRACTOR G.C. TO PAINT MOUNTING SCREWS AND BOLTS AFTR INSTALLATION W/ TOUCH UP PAINT SUPPLIED BY FIXTURE VENDOR. SCALE: 3" TRIM ON G. W.B. TO ALIGN WITH HEADER. JON SCALE: 3/4" = 1' -0 e BLUEPRINT TUBE DETAIL HORIZ. / HEAD SECTION & MOUNTING HARDWARE SUPPLIED BY FIXTURE VENDOR / INSTALLED BY G.C. i 1 7„ 1' -2" 7" J 1 -2 FITTING ROOM SECTION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION N 2" METAL ANGLE SUPPORT NOTE :: GENERAL CONTRACTOR TO SUPPLY 3" DIA. PVC PIPE WITH END CAPS MOUNTED ADJACENT TO ELECTRICAL PANELS ON WALL (PAINT ENTIRE ASSEMBLY, P -1). 1' -8" A.F.F. NOTE G.C. TO LEAVE ONE SET OF MARKED UP AS- BUILTS IN TUBE UPON COMPLETION OF ALL PUNCH LIST ITEMS. 8' -0" A.F.F. TOP OF PANEL DRAPERY SUPPLIED BY OWNER INSTALLED BY G.C. FITTING ROOM DI V/DER PARTITION. RECEIVED NOV 1 8 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: • E WA CORTLAND M 0 R ,G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: I GKA1 tVINt, I X /bUS1 PHONE: (817) 410 -2858 FAX . (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 rev- (91 RA a9c_Q 7Q • rlf, $.4., V6V nIcirnirP VLNV1IL1 \. ROMAN GOODFELLOW (215) 873 -2308 FAX (215) 625 -9379 MUl MA T E R N SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 ORIGINAL DATE OF ISSUE: 11/6/09 DESCRIPTION: 1: REV. DATE DRAWN BY: C.M. WALL SYSTEM INSTALLATION DETAILS A 5 1 i UPPER CHANNEL SNAP LINE 0 1 N c SCALE 1/2" = 1' -0" 0 . 1 SECTION THROUGH WALL INSTALLING FURRING STRIPS BY LING THE SYSTEM THIS WAY, THE SYSTEM CAN BE ADJUSTED IF M IS DETECTED. 1E; OUT OF LEVEL, END OF RUN OR CUT PIECE ETC. BY LING ONE AT A TIME THE PILASTERS ARE PLACED TIGHTLY TO PANEL THE AND NO MEASURING IS REQUIRED, STEP 1. LOCATE YOUR START POINT AND INSTALL ONE PILASTER. SCREW PILASTER ON THE SIDE THAT IS NO RECEIVING THE FIRST PIECE OF PANEL. PILASTER AND PANEL INSTALLATION SCALE: N.T.S. END OF RUN - EXPOSED ONLY 3" PANEL. SGL. SLOTTED PILASTER, END TRIM/ FLANGE. FURRING. END OF RUN DETAILS SCALE: N.T.S. 1. START BY USING LASER TO FIND HIGHEST POINT OF FLOOR. 2. MEASURE FROM THAT POINT UP 120" TO THE SPECIFIED HEIGHT OF SYSTEM MARK THIS WILL BE THE POSITION OF THE 1st FURRING STRIP. THE TOP OF THIS STRIP WILL BE FLUSH WITH THE TOP OF THE UPPER RETAINER. 3. INSTALL BOTTOM 1 x 4 FURRING STRIPS ON THE FLOOR. 4, MEASURE DOWN TO THE SPECIFIED DIMENSION TO GET POSITION OF THE LOWER RETAINER. THIS MEASUREMENT IS FROM THE•BOTTOM OF THE LOWER RETAINER TO THE TOP OF THE UPPER RETAINER WHICH SHOULD BE 12O' 5. FROM THE BOTTOM LINE MEASURE UP 23 1/21 MARK FOR CENTER OF NEXT 1 x 4" FURRING. 6, MEASURE UP FROM CENTER OF THAT FURRING STRIP 24" TO CENTER OF 2ND 1 x 4 ". REPEAT FOR NEXT STRIP., AND SO ON UNTIL TOP FURRING STRIP IS TO BE FASTENED. THIS DISTANCE WILL VARY. STEP 2. INSTALL A PANEL. END OF RUN - UNEXPOSED ONLY! 3" PANEL. SGL. SLOTTED PILASTER. END TRIM FURRING. FIELD CUT PANELS CAN BE INSTALLED BY USING ANY OF THE FOLLOWING PROCEDURES: 1. GLUE THE PANEL TO THE METAL TRIM. NOTE THAT IN CERTAIN SITUATIONS, THE PANEL CLIPS MAY HAVE TO BE BENT DOWN OUT OF THE WAY TO ALLOW THE FIELD CUT PANELS TO LAY FLAT. 2. INSTALL PANEL CLIPS (USED ON THE PILASTERS) TO THE METAL TRIM BY ROUTING A DOVE TAIL CUT IN THE BACK OF THE FIELD -CUT PANEL TO ACCEPT THE PANEL CLIP. UPPER CHANNEL. LOWER CHANNEL. SEE SHEET A2.0 FOR FLOOR FINISH. C RETA INER INSTALLATION . SCALE: 1/2" = 1' -0" STEP 3. INSTALL ANOTHER PILASTER AND AND SCREW ON OUTSIDE OF PILASTER, END TRIM w/ FLANGE END TRIM 120" LONG 120" LONG MILL FINISH MILL FINISH LL G SYSTEM PARTS SCALE N.T.S. 17 x 1 1/4 SCREWS. 1 x 4 FURRING STRIPS (TYP). /7 x 1 1/4 SCREWS. PILASTER UPPER RETAINER 119 1/4" LONG 2197 96" LONG MILL FINISH INSIDE 90 CORNER OUTSIDE 90 CORNER PANEL CLIP LOWER RETAINER 120" LONG 120" LONG 4910 PANEL 2285 96" LONG MILL FINISH MILL FINISH RETAINER CLIP MILL FINISH ALL FURRING IS SUPPLIED AND INSTALLED BY CONTRACTOR. TYPICAL FURRING REQUIRED IS 1x4, THE OVERALL TOP TO BOTTOM MEASUREMENT OF THE PANEL SYSTEM IS 120' USING A LASER FIND THE HIGHEST POINT IN THE FLOOR. THIS SHOULD BE THE POSITION OF THE LOWER RETAINER. MEASURE UP FROM THAT POINT TO THE SPECIFIED OVERALL SYSTEM HEIGHT STRIKE A CHALK LINE AT THIS DIMENSION, THIS WILL BE THE POSITION OF THE 1st OR TOP MOST FURRING STRIP. THE TOP OF THIS STRIP WILL BE FLUSH WITH THE TOP OF THE UPPER RETAINER. FROM THE BOTTOM LINE MEASURE UP 23 1/21 MARK FOR CENTER LINE OF THE NEXT FURRING STRIP. INSTALL CENTER OF 1st FURRING STRIP ABOVE FLOOR AT THIS DIMENSION. MEASURE UP FROM THE CENTER LINE OF 1st FURRING STRIP 24" FOR CENTER LINE OF 2nd FURRING STRIP AND REPEAT FOR 3rd AND 4th. UPPER AND LOWER RETAINERS SHOULD BE INSTALLED WITH /7 x 1 -1/4" BUGLE HEAD SCREWS THROUGH THE FACTORY DRILLED HOLES. INSTALL A SCREW EVERY 12" AND APPROXIMA TEL Y 1 1/2" FROM EACH END. STEP 4. REMOVE PANEL AND SCREW IN ALL REMAINING HOLES. REINSTALL THE PANEL AND REPEAT PROCESS. NOTE! ANY TRIMMING OF THE PANEL SHOULD BE DONE AT THE TOP. THIS WILL KEEP ALL OF THE SLOTTING ALIGNED WITH THE PILASTER PANEL CLIPS. 1' -7 3/4" f / / BACK SIDE SHOWN #022297/02 ANTIQUE WHITE 2' -0" WALL PANEL CD SCA[£.� N T.S. SCALE: N. T..S 3/4" E PILASTER AND PANEL INSTALLATION A 5.1 SCALE: N. T.S — SLOTTING FOR PANEL CLIPS A 2' -0" 1 2' -O" 9' -11 1/4" 3/4" DETAIL A PILASTER INSTALLATION SCALE N. T, S. 2' -3 1/2" PILASTER. UPPER RETAINER, PANEL RETAINER CLIP (TYP). PILASTER NOTCH IN PANEL TO FIT OVER PANEL RETAINER CLIP PANEL. RETAINER CLIP.- BASE DETAIL PANEL RETAINER CLIP (TYP). PRESS FLUSH LOWER PANEL 1. USING WALLSELL PLAN, LOCATE STARTING POINT AND INSTALL ONE PILASTER. INSERT PILASTER INTO THE UPPER RETAINER FIRST AND THEN LET DROP INTO THE LOWER RETAINER. 2. SECURE PILASTER TO FURRING STRIPS THROUGH THE PILASTER CLIP HOLES WITH THE /7 1 1/4" BUGLE HEAD SCREWS PROVIDED. STARTING AT THE TOP, SCREW THE PILASTER ON THE SIDE THAT IS NOT RECEIVING THE FIRST PIECEOF 'V- GROOVED' PANEL. 3. INSTALL A PANEL AND THEN INSTALL ANOTHER PILASTER ON THE OTHER END OF THE PANEL. SCREW THIS PILASTER ON THE OUTSIDE (EXPOSED) END AND THEN REMOVE THE PANEL. SCREW IN THE REMAINING HOLES IN BOTH PILASTERS. CHECK FOR BOWING IN THE PILASTER - USE A PLUMB LINE OR LEVEL TO SET AT EXACT VERTICAL. MAKE SURE EACH HOLE IS FILLED WITH A SCREW FOR SUPPORT. NOTE :: BY INSTALLING THE SYTEM THIS WAY, THE SYSTEM CAN BE EASILY ADJUSTED IF IT IS OUT OF LEVEL. IN ADDITION, THIS METHOD ENSURES THAT THE PILASTERS ARE PLACED TIGHTLY TO THE WALL PANEL AND NO MEASURING IS REQUIRED. PILASTER WITH CLIPS ATTACHED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 03 2009 City of Tukwila BUILDING DIVISION PILASTER FOR 3/4" PANEL W/ 1/2" SLOTS; 1" ON CENTER. INSTALL PANELS ALL PANELS ARE PRE —CUT TO FIT BETWEEN PILASTERS. HOWEVER, FIELD CUTTING WILL BE REQUIRED AT ENDS OF RUN. INSTALL EACH PANEL AT THE DESIGNATED AREA SHOWN ON SHOP DRAWINGS BY FIRST INSERTING TOP EDGE INTO UPPER RETAINER AND ALLOWING BOTTOM EDGE TO FALL INTO LOWER RETAINER. NOTCHES IN PANELS ALLOW THE PANEL TO FLUSH WITH PILASTER FACE. —J PILASTER FOR 3/4" PANEL W/ 1/2" SLOTS; 1" ON CENTER. RECEIVED NOV 18 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION PARTITION HEIGHT (FT.) TRACK NO. 18 GAUGE NO. 20 GAUGE NO. 22 GAUGE Na 24 GAUGE NO. 26 GAUGE LOAD NORMAL TO WALL. SURFACE (osf) 5 10 15 5 10 15 5 10 15 5 10 15 5 10 15 6 42 42 42 42 42 42 42 42 33 42 37 24 42 23 15 8 42 42 34 42 42 31 42 37 25 42 27 18 34 17 11 10 42 41 27 42 38 25 42 30 20 42 22 14 27 13 9 12 42 34 22 42 31 21 42 25 16 37 18 12 23 11 Z5 14 42 29 19 42 27 18 42 21 14 31 15 10 19 9.5 6.5 16 42 25 17 42 23 15 37 18 12 27 13 9 17 8.5 5.5 WALL HEIGHT 6' -0" 8' -0" UP TO 10' 12 GA WIRE 12 GA WIRE 12' 10 GA WIRE 10 GA WIRE* 14' 10 GA WIRE 25 GA STUD 16' 10 GA WIRE 25 GA STUD ARCHITECT OF RECORD: CORTLAND M 0 R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX :: (817) 635 -5699 ENGINEER OF RECORD: I DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858. FAX: (817) 251 -8411 POC: MICHELLE JUDKINS. - Q.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 GAV- (71c) Alc -0170 MA T E R N I T v SOUTHCENTER MALL 1057 SOUTHCENTER -: SPACE #130 TUKWILA, WA 98188 HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE No. 47 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY, OR CONCRETE. HANGERS SHALL 'BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER END OF FLAT HANGERS SHALL BE BOLTED MTH 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MANN PART OF THE HANGER. NOTE; ALL 2' x 2' CEILING' LIGHT FIXTURES AND 2' x 2' HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF TWO (2) HANGERS AT OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 1 12 GA. LATERAL RT WIRE NITHIN 3" OF EACH ER OF LIGHT FIXTURE. SPLAY DES AS SHOWN AND FASTEN M FACE OF ROOF PURLIN OR BEAM WITH 16d RING SHANK NAIL. N. OF 3 WIRE TURNS EACH CONNECTION POINT. AIRE SUPPORTS V ACOUSTICAL CEILING TRACTOR. \A6.0 4 -U ' MAX PLAN 60' MAX 45' LIGHT FIXTURE SUPPORT DIAGRAM SCALE: N.T S. DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT. \\ 1/4*45' j J �� mo o_ /0' N RUNNER 4 E NOTE COMPRESSION BUT REQUIRED AT EACH SEISMIC RESTRAINT AT WAY, OR EVERY VC AREA PER STANDARDS '47 -18. ADJACENT NOTE; TIE TWO WALL TO CEILING MAIN AND CROSS RUNNERS 0. 0 0 12 -0" O.C. ELEVATION SCALE: N.T. S . X3 /8 3/8" MIN. CLEAR CROSS RUNNER OR MAIN RUNNER MIN. NO. 12 GAUGE 11111111 '1/ 5/8" TYPE X' GYP. BD. CEILING 3/8" MIN. CLEAR 28" SUSPENDED CEILING NOTES E SUSPENDED CEILING DIAGRAMS FIXTURES WT 201 MOUNT CONNECT 2 112 GA. FIXTURE SUPPORT WIRE AT DIAGONAL CORNERS OF EACH FIXTURE THREE PULL WRAPS MINIMUM. FIXTURE SUPPORT WIRE SUPPORTED AND HUNG BY T -BAR CONN. MAX. FIXTURE WT 551 INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. EMT TIGHT TO STRUCTURE ABOVE SEE MAX HEIGHT SCHEDULE BELOW 12 go. VERT. HANGER WIRE TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE SLOT END OF TUBE TO FIT OVER MAIN RUNNER CROSS TEES ELECTRICAL METALLIC TUBING (EMT) ONLY SIZE (DIAMETER) 1/2" 3/4" 1 " 1 1/4" 1 1/2" 2" L (MAX HEIGHT) 4 ' -0 " 5' -2" 8' -6" 9' -10" 12' -0" NOTE STRUTS OTHER THAN EMT, MAY REQUIRE ENGINEERING CALCULATIONS (ALL HANGERS TO BE /8 GALV WIRE ® 2' -0" 0.0 IF CEILING SYSTEMS ARE NOTE CONNECTED TO PARTITIONS) MAIN RUNNER RECESSED FLOURESCENT FIXTURE A. PROVIDE LATERAL SUPPORT WITH NO.12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART CONNECT AT MAIN RUNNER 1491H 2 -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0" 0.C. WITH FIRST POINT 4' -O" FROM EACH WALL. •1 B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS, MAY BE POSI TI VEL Y ATTACHED TO CEILING SYSTEM RUNNERS MTH SCREWS OR BOLTS C. AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSI TI VEL Y ATTACHED TO CEILING MTH SCREWS OR BOLTS. LIGHTING FIXTURES FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLASTS AND REQUIRED MOUNTING HARDWARE PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLOURESCENT FIXTURES MOUNTED IN "T" BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 /10 STEEL WIRES DIAGONALLY. INSTALLA 1TONS IN FIRE -RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS D. CONTRACTOR TO PROVIDE COMPRESSION STRUT CO 12' -0" D.C. TYPICAL WALL SECTION NOTES.' 1. ALL METAL STUDS TO BE CEMCO 1. C. B. 0. 1ER -4943P ALL METAL FASTENERS TO BE CEMCO I. C. B. O. /ESR -1752. METAL STUD SIZE MAXIMUM UNBRACED HEIGHT 3 5/8" X 25 GA. 3 5/8" X 20 GA. 3 5/8" X 16 GA. 6" X 25 GA. 6" X 20 GA. 6" X 16 GA. 11' -3" 14' -0" 1 7'-0" 16' -0" 21' -0" 25'- 0" 2. ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND I. C.B.O. 1 TO BE STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING DEPARTMENT 3 ALL GYP. WALL BOARD TO BE 5/8" TYPE "X" THROUGHOUT. ATTACH WITH 1" TYPE S DRYWALL SCREWS 12" 0.C. VERTICALLY AT STUDS AND 8" 0.C. AROUND PERIMETER. TABLE NO. 2 ALLOWABLE SPACING FOR 1" LONG FASTENERS, INCHES ` A 6.0 SCALE: N.T.S. DOORS ENTRANCES. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, ":..ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDEST- RIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY " REVOLVING DOORS CAN NOT BE USED AS A REQUIRED ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. DOOR WIDTHS AND HEIGHTS. REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE DOORS TO THESE AREAS WOULD ALSO HAVE TO HAVE A 32 INCH CLEAR OPENING. THE STATE ARCHITECT NOTED DURING THE HEARINGS THAT A 6' -8" DOOR WOULD BE ACCEPTABLE; THE 5/8" INCH STOP WOULD NOT BE CONSIDERED. THRESHOLDS. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4" INCH. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF KEY 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES 3. ALL HARDWARE TO BE LEVER TYPE PER TITLE 24. WALL ANCHORAGE TABLES DOOR HARDWARE NOTES NOTES: -SEE WALL TYPE LEGEND FOR METAL FRAMING SIZE, GAUGE, SPACING, ETC. - DIAGONAL METAL BRACING TO ATTACH TO EXISTING STRUCTURE ABOVE ATTACHMENT TO DECK IS STRICTLY PROHIBITED. DIAGONAL METAL BRACING (SIZE & GAUGE TO MATCH PARTITION FRAMING) INSTALL t' 48" 0.C. (STAGGER AS SHOWN) MAX / MIN 8' -0" LENGTHS FINISH CEILING. NOTE: METAL FRAMING TO EXTEND 6" ABOVE FINISH CEILING HEIGHT (AS SHOWN) NON -RATED PRTL. HEIGHT PARTITION INST. DETAIL SCALE N.T.S. LEVER 2' -6" TO 3' -6" (1) /10 TEK SCREW, EACH STUD. (TYP. EACH SIDE & TOP & BOTTOM. TABLE NO. 1 MINIMUM SIZE OF THE BRACING MEMBER MAX /MUM SPACING OF THE BRACE *USE WITH 20 GA HEAD RUNNER. SEE DOOR SCHEDULE CLEAR ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE INDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (REF STATE BUILDING CODE 2- 522(8)7 DOOR CLOSERS: SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 lbs. FOR INTERIOR DOORS, 8.5 lbs. FOR EXTERIOR DOORS, AND 15 lbs. FOR REQUIRED FIRE DOORS. REF 2- 3304(1)2. HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCK- ING DOORS THAT ARE HAND ACT/VA TED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPEN- ING HARDWARE LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AT DESCRIBED ABOVE IN. THE DIRECTION OF EGRESS. CLOSERS. THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. METAL (STD. LEG) TRACK W/ HIL TI X -DNI 52 P8S15 ® 2' -8" O.C. 110 TEK SCREWS (TYP) INSTALL WHERE SHOWN. FINISH SURFACE TYP. BRACING TO EXISTING STRUCTURE ATTACHMENT DETAIL. 1/2" CLEAR BRIDGING AT 8" FROM TOP PER MANUFACTURER'S RECOMMENDATION 1/2" CLEAR 3 5/8" MTL. STUDS AT 16" O.C. SCALE: N. TS. A6.0 7- EXISTING SECOND LEVEL DECK SCALE: N.T. S 3 5/8" x 25 GA. w/ (1) 3/16" 0 P.A.F. AT EACH END. ATTACH TO TRACK w / / 8 S C R E W S A T 24" O.C. (2) 18 AT EACH 3 5/8" EXISTING' DEMISING WALL 5/8" TYPE "X" G.W.B. ON 25 GA. METAL STUDS AT 16" 0. C, UL ,/11-465 CONCRETE SLAB WALL SECTION PARALLEL TO STRUCTURE CONNECTION DETAILS BOTTOM OF STRUCTURE EXISTING STRUCTURE CONTINUOUS 18 GA. DEEP LEG TRACK SLIP CONNECTION EACH SIDE OF STUD (TYP.) 3 5/8" METAL STUDS AT 16" O.C. EXISTING STRUCTURE 35/8 "X20GA. W/ (1) 3/16" 0 P.A.F. AT EACH END. ATTACH TO TRACK w/ /8 SCREWS AT 24" 0.C. �— CONTINUOUS 18 GA. DEEP LEG TRACK SLIP CONNECTION EACH SIDE OF STUD (TYP.) BRIDGING AT 8" FROM TOP PER MANUFACTURER'S RECOMMENDATION PERPENDICULAR TO STRUCTURE 3 5/8" OR 6" (SEE PLANS) CEMO 25 GA. TRACK (TYP.) UNLESS NOTED OTHERWISE : . d a 4 , 4 4 a 4 4 '4 G a O FLOOR TRACK DETAIL SCALE N. T.S EXISTING STRUCTURE. DIAGONAL METAL BRACING. SEE DETAILS. EXISTING STRUCTURE - 4 CODE FOR ODE COMPLIANCE APPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION 3 5/8" X 20 GA. W/ (1)3/16 "0P.A.F. AT EACH END. 4 bo 4$_ -2. 3 5/8" x 25 GA. w/ (1) 3/16" 0 P.A.F. AT EACH END. FINISH AS PER PLANS AND SECTIONS METAL STUD FRAMING REFER TO NOTES AND PLANS FOR SIZE, GAUGE, AND SPACING CONCRETE SLAB PARALLEL TO STRUCTURE METAL FRAMING TO BE "CLIPPED" AS REQUIRED. ATTACH TO METAL FRAMING W/ (4) /10 TEK SCREWS. SEE DETAILS. DIAGONAL METAL BRACING. SEE DETAILS. /8 SCREWS EA. SIDE OF STUD TO TRACK (TYP.) FLOOR FINISH .177 DIA. HIL 17 POWDER ACTUATED FASTENER w/ 3/4' EMBEDMENT AT 24" O.C. D.S HEAVY DUTY FASTENER ER/ 1290 EXISTING STRUCTURE METAL FRAMING TO BE "CLIPPED" AS REQUIRED. ATTACH TO METAL FRAMING W/ (4) /TO TEK SCREWS. SEE DETAILS. PERPENDICULAR TO STRUCTURE RECEIVED NOV 18 2009 PERMIT CENTER METAL FRAMING CONNECTION DETAILS T. S �A6 SCALE: N. DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: c w CORTLAND M O R G A N N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a LL 0 W z°' fa z co N ca in Z F r N � Y c = g a (c I. z _ „,......, ` °6 z g o i.Lio�o ^ W N M S .._ w „ zuf) -a0x U ocvv))caa�o_ F- Fa- • N uo d d U w� 'Q n. z =Z �2 a 'a-- a. � �w.a Q W O a. inrn I M W dd O �l) c ° Zv 0O 0=..7,13`-`2 t. 0-, 3 M Wd o u!) c C4 oOCV cr cZ: L,.. A. V A. N..tr JL-4 A 11 All 1.0 MA T ERN I TY SOUTHCENTER MALL 1057 SOUTHCENTER -SPACE #1305 TUKWILA, WA 98188 ISSUE: 11 6 09 DESCRIPTION: c op inummeram ..110101111P IIMP-Me. 11111.11 IMMI11.1.110.1.11 DRAWN BY: CM, SPECIFICATIONS SP1.1 DIVISION 01000 - GENERAL REQUIREMENTS 01000 - GENERAL NOTES PART 1 - GENERAL A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH. B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, SCAFFOLDING, CRANES, EQUIPMENT FASTENERS, ETC. NECESSARY FOR COMPLETION AND FINAL COMPLETE TURNOVER OF AN OPERATIONAL BUILDING 01005 - CONTRACTORS USE OF THE PREMISES PART 1 - GENERAL A. ALL CONTRACTORS BIDDING ON THIS PROJECT SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS AND TO CHECK FOR ANY INTERFERENCE BETWEEN THEIR WORK AND THAT OF OTHER TRADES. B. ALL SUB TRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS OR W/1H EXISTING EXISTING CONDITIONS OCCURING ABOVE OR BELOW AND SHALL MAKE CHANGES FROM TIME TO TIME AS REQUIRED TO ACCOMMODATE SUCH WORK OR CONDITIONS. C. ALL TRADES SHALL CONFINE CONSTRUCTION WORK TO WITHIN AREAS ESTABLISHED BY THE GENERAL CONTRACTOR AND SHALL EXECUTE THEIR WORK IN AN ORDERLY MANNER REMOVING TRASH AND DEBRIS FROM PROJECT ON A DAILY BASIS. AT NO TIME WILL PIPES, WIRES BOARDS, OR OTHER CONSTRUCTION MATERIALS CROSS PUBLIC AREAS WHERE HARM COULD BE CAUSED TO THE PUBLIC. D. MALL CONSTRUCTION REQUIREMENTS 1. PER MALL CRITERIA 01041 - PROJECT COORDINATION PART 1 - GENERAL A. ALL PROJECT COORDINATION SHALL BE THROUGH OWNER (TENANT) CONSTRUCTION MANAGER AS LISTED ON TITLE SHEET. COMPLY WITH CONSTRUCTION MANAGERS PROCEDURES FOR INTRA- PROJECT COMMUNICATIONS, SUBMI TTALS, REPOR TS AND RECORDS, SCHEDULES, COORDINATION DRAWINGS, AND RECOMMENDATIONS; AND RESOLUTION OF AMBIGUITIES AND CONFLICTS, REQUESTS FOR SUBSTITUTIONS AND CHANGE ORDERS. 01200 - PRICE, PAYMENT, AND CONTRACT PART 1 - GENERAL A. BIDDING CONTRACTORS SHALL PREPARE A BID, WHICH SHALL BE SUBMITTED TO OWNER ON CONTRACTOR'S OFFICIAL STATIONARY FOR REVIEW AND CONSIDERATION. SUCH BID SHALL BE BROKEN DOWN INTO DIVISIONS UNLESS OTHERWISE REQUESTED BY OWNER, PAYMENT SCHEDULE FOR PROJECT WILL BE ON A MONTHLY SUBMITTAL OF AIA DOCUMENT 'APPLICATION AND CERTIFICATE FOR PAYMENT' UNLESS OTHERWISE REQUESTED BY CONTRACT CL BE AM DOCUMENT p101 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR. AIA DOCUMENT /A201 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' SHALL BE THE ENE FOR THE PROJECT DRAWINGS 01300 - SUBMITTALS PART 1 - GENERAL A. SHOP AND PROCEDURES 1. SHOP VCS FOR REVIEW a. SEE SPECIFIC SECTION FOR ITEMS TO BE SUBMITTED AND SPECIFIC SUBMITTAL REQUIREMENTS. SUBMITTED b. TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE TRACT DOCUMENTS. SUBMIT THE NUMBER AND TYPE OF DRAWINGS IN THE FORMAT SPECIFIED. PLUS TWO COPIES WHICH WILL BE RETAINED BY ARCHITECT AND ENGINEER. SHOP RAWINGS SHALL BE SUBMITTED IN A TIMELY MANNER (OR WITHIN TIME FRAME SPECIFIED) AS NECESSARY TO ALLOW ADEQUATE TIME FOR REVIEW. REVIEWED DRAWING WILL BE RETURNED IN A I7MEL Y MANNER TO THE GENERAL CONTRACTOR FOR DISTRIBUTION BACK TO AFFECTED SUB-CONTRACTORS. B. SAMPLES 1. SAMPLES ? REVIEW o. WHERE TILLED FOR IN (PLANS OR SPEC /F /CATIONS), SAMPLES SHALL BE SUBMITTED AS TIRED FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE TRACT DOCUMENTS. ALTERNATIVES REQUESTED BY BIDDING CONTRACTORS FOR CONSIDERATION SHALL PROVIDE FULL PRODUCT LITERATURE AND SAMPLES FOR APPROVAL. 01400 - TEE PART 1 - GENERAL A. ALL WORK .L BE EXECUTED BY ARTISANS AND MECHANICS QUALIFIED, THROUGH EXPERIENCE IN THEIR RESPECTIVE TRADES. SAID CONTRACTORS SHALL REMOVE AND REPLACE BUT DELAY ANY WORK CONTRARY TO THE CONTRACT DOCUMENTS. B. GENERAL FACTOR AND /OR SUBCONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 01410 - CODES PART 1 - GENERAL A, ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE W/TH ALL STATE AND LOCAL BUILDING CODES, LA TEST EDITION. B. DESIGN LOADS, LOAD AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES AND ALL GOVERNING CODES. 01426 - PROCEDURES PART 1 - GENERAL A. ALL ITEMS SHALL BE INSTALLED USING STANDARD PROFESSIONAL PRACTICES USING FASTENERS, ADDITIVES, AND METHODS REQUIRED BY MANUFACTURER AND INDUSTRY MANUALS. 01510 TEMPORARY UTILITIES PART 1 - GENERAL A, GENERAL CONTRACTOR TO VERIFY PROVISIONS FOR TEMPORARY UTILITIES INCLUDING ELECTRICITY, LIGHTING, HEAT, VENTILATION, TELEPHONE SERVICE, WATER AND SANITARY FACILITIES PRIOR TO TURNOVER TO OWNER. 01542 - CRANES AND HOISTS PART 1 - GENERAL A. GENERAL CONTRACTOR AND /OR SUB - CONTRACTOR ARE RESPONSIBLE AND SHALL INCLUDE IN THE BIDS ALL NECESSARY EQUIPMENT CRANES, HOISTS, SCAFFOLDING, PLATFORMS, ETC, REQUIRED FOR ERECTION OF BUILDING AND EQUIPMENT AS LOCATED ON PLANS. CONTRACTOR SHALL PAY ALL RELATED FEES, PERMITS, ETC, PROTECTION OF THE PUBLIC AND EXISTING IN -PLACE WORK RESPONSIBILITY OF THE GENERAL CONTRACTOR. 01560 - TEMPORARY BARRIERS PART 1 - GENERAL A. GENERAL CONTRACTOR PROVIDE TEMPORARY BARRIERS INCLUDING ENCLOSURES AND FENCING FOR THE PROTECTION OF THE WORK, WATER CONTROL, DUST CONTROL, EROSION AND SEDIMENT CONTROL, NOISE CONTROL, PEST CONTROL, POLLUTION CONTROL, AND RODENT CONTROL. B . SEE SECTION 01005 - ITEM "0" MALL CONSTRUCTION REQUIREMENTS FOR ADDITIONAL INFORMATION. DIVISION 01000 CONTINUED - GENERAL REQUIREMENTS 01700 - CLEANING/ ADJUSTING /MAINTENENCENVARRANTIESGENERAL NOTES PART 1 - GENERAL A. FINAL CLEANING 1. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO TURN -OVER. B. ADJUSTING 1. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION. C. SPARE PARTS AND MAINTENANCE PRODUCTS 1. PROVIDE SPARE PARTS, MAINTENENCE, AND EXTRA PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATIONS SECTIONS. OPERATION AND MAINTENANCE 1. SUBMIT DATA BOUND IN 8 -1 /2x11 INCH TEXT PAGES, THREE D SIDE RING BINDER WITH DURABLE PLASTIC COVERS. 2. PREPARE BINDER COVER WITH PRINTED TITLE 'OPERATION AND MAINTENANCE INSTRUCTIONS: TITLE OF PROJECT E. WARRANTIES AND BONDS 1. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB- CONTRACTORS, SUPPLIERS, AND MANUFACTURERS PART . 2 - PREPARATION/EXECUTION A. FINAL CLEANING 1. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO V/EW,� REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MA TERIALS APPROPRIA TE TO THE SURFACE AND MATERIAL BEING CLEANED. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITES FROM THE SITE. END OF DIVISION DIVISION 02000 - SITE WORK 02060 - BUILDING DEMOLITION PART 1 - GENERAL A. SELECTIVE DEMOLITION 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE GENERAL CONTRACTOR. 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES ON SITE SPECIFIC ITEMS. J. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSPENDED CEILING TILE, ELECTRICAL, MECHANICAL, ETC, AS REQUIRED, AS SHOWN OR AS DIRECTED. 4, COOPERATION AND COORDINATION WITH LANDLORD, THE TENANTS OF THE ADJACENT SPACES AND THE TENANT IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. 5 SEE MECHANICAL AND ELECTRICAL PLANS FOR SPECIFIC DEMOLITION ITEMS UNDER THOSE TRADES. PART 2 - PREPARATION / EXECUTION A. ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE, REPAIR, RESTORE, AND REPLACE WHERE ANY SUCH WORK IS NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE NECESSARY AFTER CUTTING. IN SO FAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT MECHANICALLY OR STRUTURALL Y UNSAFE OR UNSOUND, BENT TORN OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED TO SATISFACTION AS DIRECTED BY THE TENANT. C EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS GENERAL CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE ALL ABANDONED ELECTRICAL /TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLI TTON SHALL BE CAPPED AT SOURCE AND REMOVED UNLESS OTHERWISE DIRECTED. GENERAL CONTRACTOR RESPONSIBILITIES 1. GENERAL CONTRACTOR IS TO NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. GENERAL CONTRACTOR IS TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. 2. GENERAL CONTRACTOR IS TO ERECT CONSTRUCTION BARRICADES AND DEBRIS /DUCT SCREENS PER LANDLORD'S SPECIFICATIONS CONTACT LANDLORD'S FIELD REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL DEMOLITION WORK. 3. GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING, AND LEVELING OF THE EXISTING FLOOR SLAB, DEMISING WALLS, AND ROOF DECK AFTER COMPLETION OF ALL DEMOLITION AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRUCTION. COORDINATE WI TH LANDLORD RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK 5. GENERAL CONTRACTOR IS TO INFORM TENANT OF ALL SEVERE IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. END OF DIVISION DIVISION 03000 - CONCRETE (PATCHING / TRENCHING ETC.) 03300 - CAST -IN -PLACE PART 1 - GENERAL A. PROVDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS AND PER LANDLORD SPECIFICATIONS. B. CONCRETE WORK SHALL CONFORM TO THE LA TEST EDITION OF 'AMERICAN CONCRETE INSTITUTE' CODES AND STANDARDS INCLUDING ACI 301, ACI 315, AND ACI 318. C. CONCRETE STRENGTHS ARE AS FOLLOWS: CLASS 1 3000 PSI INTERIOR SLABS D. REINFORCEMENT (PER LANDLORD REQUIREMENTS) E. BONDING AGENT (IF REQUIRED) 1. 'SONOBOND' EPDXY CONCRETE BONDING AGENT OR EQUAL a. MANUFACTURER: CHEMTREX, INC 889 VALLEY PARK DRIVE SHAKOPEE, MINNESOTA 55379 -1854 OR EQUAL 2. CONSULT MANUFACTURER FOR APPLICA 1/ON PROCEDURE 3.ASTMC881 F. VAPOR BARRIER 1. SLAB ON GRADES TO RECEIVE 6 MIL. CLEAR OR BLACK POLYETHYLENE FILM WITH MINIMUM OF 12" OVERLAP, TAPE ALL SEAMS. DIVISION 03000 CONTINUED - CONCRETE (PATCHING / TRENCHING) 03300 - CONTINUED - CAST IN PLACE PART 2 PREPARATION / EXECUTION A, CONCRETE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR STRENGTH, CONSISTENCY PROPORTIONS AND HANDLING OF CONCRETE B. VERIFY THAT COMPACTED GRANULAR BASE IS IN PLACE AND READY TO SUPPORT PAVING AND IMPOSED LOADS. C. VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. THICKNESS AND REINFORCING AS SHOWN ON DRAWINGS D. IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM MECHANICAL INJURY. E. DEPOSIT CONCRETE WITHIN ANY ONE SECTION CONTINUOUSLY SO THAT NO CONCRETE WILL BE PLACED ON OLDER CONCRETE WHICH HAS SET SUFFICIENTLY TO RESULT IN SEAMS AND PLANES OF WEAKNESS WITHIN SECTION. F PLACE SLABS FOR FULL THICKNESS IN ONE OPERATION, WITHOUT CHANGES IN PROPERTIES; SCREED TO PROPER ELEVATION; FLOAT AND LIGHTLY TROWEL. UNLESS OTHERWISE SPECIFIED, WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER TROWEL, GIVE SLAB SECOND TROWELING TO PRODUCE SMOOTH, DENSE SURFACE DUSTING OF SURFACES WITH CEMENT IS PROHIBITED. G. TAMP SUBGRADE FOR SLABS ON GRADE WELL. ACCURATELY FORM FOR REQUIRED SLAB THICKNESS AND COVER WITH 6" THICK COMPACTED LAYER OF 2" MAXIMUM SIZE CRUSHED STONE WITH TOP SURFACE CHOKED WITH SCREENINGS. H. FINISHES 1, GIVE TYPICAL INTERIOR FLOOR SLABS A STEEL TROWEL FINISH WITH CLASS A TOLERANCE (TRUE PLANES WITHIN 1/8 IN 10 FT. AS DETERMINED BY A 10 FOOT STRIGHTEDGE PLACED ANYWHERE ON SLAB IN ANY DIRECTION). 1. PROVIDE SAW CUT CONTROL JOINTS 1/8" WIDTH x 1" DEEP AT MAXIMUM 400 SQUARE FOOT AREA. J. APPLY BONDING AGENT (AS SPECIFIED) TO ADJACENT CONCRETE SURFACES IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. K EXPANSION JOINT MATERIAL: 1/2" PREMOLDED ASPHALT IMPREGNATED FIBERBOARD, SAME DEPTH AS CONCRETE 03732 - CONCRETE REPAIR PART 1 - GENERAL A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES, B. COMPLY WITH MANUFACTURER'S REQUIREMENTS AND WRITTEN INSTRUCTIONS FOR INSTALLATION OF TENANT PROVIDED ITEMS AND FINISHES BY OTHER TRADES AT AL LATER DATE. C. FLOOR LEVELER CONCRETE TO BE INSTALLED AT LOW AREAS HOLES AND DEPRESSIONS, PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH IN ACCORDANCE M TH MANUFACTURER'S INSTRUCTIONS. PART 2 - PREPARATION / EXECUTION A. CONCRETE REPAIR 1. DO NOT PROCEED WITH WORK UNTIL V/SI TING THE SITE AND DETERMINING CONDITIONS AND DECIDE METHODS OF REPAIR. COORDINATE WITH TENANT'S PROJECT MANAGER. 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. 3. THOROUGHLY CLEAN FLOOR REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING RESIDUE FROM REMOVAL OF UNDERLAYMENTS, STAINS, OILS, ETC. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. 5. ROUGH IN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED, SUCH AS CRACKED, APALLED, OR HOLES DUE TO REMOVAL OF EXISTING WORK 6. GRIND HIGH SPOTS. 7 AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE JOINTS THROUGH NEW FLOOR IN LEVELING AREA. SAW CUT JOINT OR REPLACE 1/16" WIDE METAL BAR IN JOINT LOCATION COINCIDENT WITH EXISTING. 8. CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. END OF DIVISION DIVISION 05000 - METALS 05120 - STRUCTURAL STEEL PART 1 - GENERAL A. PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF STEEL FRAMING MEMBERS, SUPPORT MEMBERS, ANGLES, PLATES, ANCHOR BOLTS REQUIRED FOR THE CONNECTION, SETTING AND BEARING OF COMPLETE STRUCTURE AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL SPECIFICATIONS AND STANDARDS. C. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE CONSTRUCTION IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBIL TY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND ADEQUACY OF WHATEVER TEMPORARY SUPPORT DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING , GUY OR TIE DOWNS MIGHT BE NECESARY. SUCH MATERIAL IS NOT SHOWN DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN CONTRACTOR'S PROPERTY. D. PROVIDE OPENINGS AND SPECIAL FRAMING REQUIRED BY OTHER TRADES. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY, CONTRACTOR SHALL OBTAIN WRITTEN SIGN OFF FROM MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH SUCH WORK ARCHITECTS OR ENGINEERS APPROVAL OF ERECTION AND SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR OF THIS RESPONSIBILITY. E. . SHOP DRAWINGS, SUBMIT SHOP DRAWINGS INDICATING SHOP AND ERECTION DETAILS, INCLUDING CUTS, COPES, CONNECTIONS, HOLES, THREADED FASTENERS AND WELDS. F. PRODUCTS: 1. STRUCTURAL STEEL FY 36 STEEL, ASTM A36. 2. STRUCTURAL STEEL TUBING: FY 46 KSI COLD- FORMED TUBING EXCEPT ROUND, ASTM A500 -68, GRADE B. 3. STEEL PIPE. ASTM A53, GRADE B 4. ANCHOR BOLT CONFORM TO ASTM A307. 5. WELDING ELECTRODES: ASTM A233, E -70 OR BETTER, 6. HIGH STRENGTH THREADED FASTENERS: ASTM A -325 OR A -490. 7. SHOP PAINT PRIMER: STANDARD PRIMER: a, SSPC PAINT 15 b. TNEMEC 1009 GRAY METAL PRIMER, OR c, MARTIN - SENOUR ca 1664 RED OXIDE ZINC CHROMATE PRIMER, OR d. PRATT AND LAMBERT NOXIDE 107, ONE DAY PRIMER -GRAY. G. WELDING PROCEDURES, WELDERS, WELDING OPERATIONS AND TACKERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS -D1.1- 'STRUCTURAL WELDING CODE: H. FABRICATOR SHALL BE A MEMBER OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION. I. FABRICATE STEEL IN ACCORDANCE WITH A/SC 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' AND 'CODE OF STEEL PRACTICE: 1. UNLESS OTHERWISE SHOWN, FABRICATOR SHALL DESIGN / DETAIL CONNECTIONS IN ACCORDANCE M1H AISC STANDARD FOR FORCES AND MOMENTS SHOWN, 2. WHERE FASTENING SPACES OR SIZES ARE NOT SHOWN, CONTRACTOR SHALL USE SPACING AND SIZES OF BOLTS, SCREWS, WELDS, ETC WHICH WILL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING THE MEMBERS BEFORE OCCURRING IN THE FASTENINGS END OF DIVISION DIVISION 05400 - LIGHT GAUGE (COLD FORMED) METAL FRAMING PART 1 - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. 1. SYSTEM TO INCLUDE ALL BRACES, CLIP ANGLES, RUNNERS, ACCESSORIES AND FASTENERS, ETC FOR EACH TYPE FRAMING AS SHOWN ON DRAWINGS a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLA 1/ON INSTRUCTIONS AND RECOMMENDATIONS B. QUALITY ASSURANCE DESIGN OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AISI 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STRUCTURAL STEEL MEMBERS' C. MATERIALS 1. 18 GAUGE AND LIGHTER COMPONENTS, FABRICATE COMPONENTS OF COMMERCIAL QUALITY STEEL SHEET, ASTM A 446 FOR GALVANIZED FINISH WITH A MINIMUM WELD POINT OF 33,000 PSI. 2. 16 GAUGE AND HEAVIER COMPONENTS, FABRICATE COMPONENTS, OF STRUCTURAL QUALITY STEEL SHEET ASTM A446 FOR GALVANIZED FINISH, WITH A MINIMUM YIELS POINT OF 30,000 PSI. 3. METAL STUDS, AISI "C" TYPE STRUCTURAL STUDS, SIZES, GAUGES AND SPACINGS SHOWN OR REQUIRED IF NOT SHOWN, WITH 1 -5/8" (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND PRE - PUNCHED HOLES FOR UTILITY INSTALLATION. a. 18 -22 GAUGE (a 05'/1, 2MM - a 03 " /O.8MM) ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA). b. 12 -16 GAUGE (0.11' /7MM - 0.06'%1.5MM) ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 40 KSI (276 MPA). 4. TRACK: ASTM A446/A446M GRADE A; MIN/MU WELD STRESS OF 33 KSI (228 MPA); FORMED STEEL, CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION: TOP AND BOTTOM TRACK (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MINIMUM 14 GAUGE (a 08'/l. 91MM), 5. FASTENINGS a. MANUFACTURER'S RECOMMENDED SELF - DRILLING, SELF - TAPPING SCREWS, BOLTS, NUTS, AND WASHERS. HOT DIP GALVANIZED FINISHED NON - CORRSIVE. b. ANCHORAGE DEVICES; POWER ACTUATED FASTENERS, DRILLED EXPANSION BOLTS, OR SCREWS WITH SLEEVES. c. WELDING COMPLY WITH AWS D1.1 'STRUCTURAL WELDING CODE: D. MANUFACTURERS: 1. MILCOR /DIVISION OF INRYCO, INC BY BOSTWICK STEEL FRAMING; THE CECO CORP; ALLIED STRUCTURAL INDUSTRIES, DIETRICH INDUSTRIES OR EQUAL. PART 2 - PREPARATION /EXECUTION A. A TTACH AND JOIN INDICATED COMPONENTS BE WELDING, ATTACH AND JO /N OTHER COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURER. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. B. CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED. C. SAW CUT FIELD CUT FRAMING. D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHINGS ITEMS WHICH ATTACH TO BUILT IN MEMBERS. E. INSTALL CINTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO THE LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY THE STUD MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24" ON CENTER SPACING FOR POWER DRIVEN FASTENERS, NOR 16" ON CENTER FOR OTHER TYPES OF ANCHORAGE PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK F. SET STUDS PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED AT MAXIMUM 24" ON CENTER. ALIGN AND SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL JACK STUDS ABOVE AND BELOW OPENINGS, SPACED TO MATCH WALL STUD SPACING. 2 INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING IN METAL FRAMING SYSTEMS TO SUPPORT FIXTURES, EQUIPMENT SERVICES, CASEWORK, TRIM, AND SIMILIAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING NOT PERMITTED. 05580 - METAL CLADDING PART 1 - GENERAL A. DESCRIPTION 1. FURNISH ALL NECESSARY MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF METAL CLADDING AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. 2. METAL CLADDING SYSTEM AS MANUFACTURED BY TUBELITE INC., REED CI City Tukwila MICHIGAN. WHENEVER SUBSTITUE PRODUCTS ARE TO BE CONSIDERED, BUILDING DIVISION DAT SUPORTING BE SUBMITTED FIVE (5) DA S T O BID IN ORDER MAKE A A VALID COMPARISON OF THE PRODUCTS INVOLVED, B. PERFORMANCE REQUIREMENTS 1. SUPPLY, HANDLE, AND INSTALL CLADDING METAL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDA TiONS. PART 2 - PRODUCTS A, MATERIALS 1. .040 GAUGE (MINIMUM) CLADDING METAL (BREAK) o. METAL CLADDING SHALL BE APPLIED TO SUBSTRATES WITH ADHESIVE /MASTIC PER MANUFACTURER RECOMMENDATIONS SUPPLIED BY G.C. MASTIC SHALL BE TROWELED TO PROVIDE SMOOTH/EVEN ADHESIVE SURFACE AND TO PREVENT UNDULATION /WARPING OR "OIL- CANNING" OF METAL CLADDING. B, FINISH 1. ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. a. FINISH TO BE 'IVORY" 1, ACROFLUR LT710897 - 2 COAT INHOUSE BLENDABLE C, END OF DIVISION ALTERNATE MANUFACTURERS 1, MANUFACTURER: KAWNEER COMPANY, INC. a. FINISH :: INTERPON D20000 POWDER COATING 'IVORY". 2. MANUFACTURER: VISTAWALL ARCHITECTURAL PRODUCTS 1. FINISH: G.C. TO PROVIDE SAMPLE TO M. WI. PROJECT MANAGER FOR APPROVAL. PART 3 - EXECUTION A. INSTALLATION 1. METAL CLADDING PANELS TO BE INSTALLED IN FULL SIZE PIECES, CUT TO FIT WITH NO VISIBLE SEAMS. 2. SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE APPROVED SHOP DRAWINGS. CREVIEWED L AN� APPROVED DEC 0 3 2UU9 DIVISION 06000 - WOODS AND PLASTICS 06100 - WOOD BLOCKING AND CURBING PART 1 - GENERAL A. WOOD FURRING, BLOCKING, GROUNDS, AND IN -WALL BLOCKING FOR SUPPORT OF EQUIPMENT, ACCESSORIES, FIXTURES, FINISH HARDWARE, ETC. 1. BLOCKING AND GROUNDS TO BE FIRE RETARDANT TREATED WITH STAMPS INDICATIONG SUCH. (SEE SECTION 6310). B. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS. PART 2 - PREPARATION / EXECUTION A. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD SHEATHING MATERIAL WHERE REQUIRED. SIZE THE BACK BOARD BY 122 INCHES BEYOND SIZE OF ELECTRICAL PANEL. 06210 - MILLWORK AND FINISH CARPENTRY PART 1 - GENERAL A. FURNISH AND INSTALL FINISHED TRIM, CABINETRY, COUNTERS, DOORS, AND FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE B. SEE DRAWINGS FOR DETAILS, SIZES, AND DIMENSIONS. C. FOLLOW AM (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWORK QUALITY STANDARDS. PART 2 - PREPARATION / EXECUTION A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF EXCESSIVE MOISTURE. B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. C. INSTALL ITEMS IN RIGID, STRAIGHT PLUMB, LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO. ABUTTING SURFACES. D. COUNTERSINK NAILS AND SCREEN HEADS AND PATCH AND SAND SMOOTH. E CUTTING AND REPAIRING OF THIS WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHALL BE DRESSED AND SANDED, FREE FROM MACHINE AND TOOL MARKS, ABRASIONS, RAISED GRAIN OR OTHER DEFECTS. G. PROTECT FINISHED WORK UNTIL ACCEPTANCE OF BUILDING BY OWNER. 06310 - PRESSURE TREATED LUMBER (FIRE RETARDANT & PRESERVATIVE TREATED) PART 1 - GENERAL A. PRESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE 1. PERFORMANCE REQUIREMENTS: a. MOISTURE CONTENT AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING. 1. LUMBER, 2 INCHES AND LESS IN THICKNESS, 19 PERCENT 2. PLYWOOD, 15 PERCENT b FLAME SPREAD, FIRE RETARDANT TREATED NATERIALS TO HAVE FLAME SPREAD OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME c. SMOKE DEVELOPED, INTERIOR FINISH AND TRIM MATERIALS, WHERE PECEIFIED, TO HAVE RR RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS SMOKE DEVELOPED RATING OF 25 OR LESS ASTME84. B. CERTIFICATES FURNISH AFF/DA W T IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE WITH SPECIFICATIONS AND THAT MOISTURE CONTENT AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS, INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MA TER/AL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. C. PRODUCTS: PART 2 - PREPARATION / EXECUTION A. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. STORE TREATED MATERIALS FOR EASY INDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDE WELL VENTILATED DRY STORAGE. HANDLE TREATED MATERIALS IN ACCORDANCE WITH AWPA STANDARDS. IN ADDITION TO MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT CUTS. D. FIELD CUTS AND HOLES: FIELD - TREAT IN ACCORDANCE WITH AWPA M -4. 06424 - LAMINATES PART 1 - GENERAL A. INSTALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINISH SCHEDULE AND AS DETAILED IN DRAWINGS PART 2 - PREPARATION / EXECUTION A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS FOR ADHESIVE AND SUBSTRATE PREPARATION. B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. END OF DIVISION B. C. DIVISION 07000 - THERMAL AND MOISTURE PROTECTION 07100 - FLUID APPLIED WATERPROOFING PART 1 - GENERAL A. FLUID APPLIED EPDXY BASED ELASTMERIC MEMBRANE WATERPROOFING INSTALLED BELOW FINISH FLOOR MATERIALS AT LAVATORY OR AREAS WITH PLUMBING STUBS AND FIXTURES PENETRATING FLOORS. B. GENERAL CONTRACTOR SHALL COORDINATE SPECIFIC PROUCTS WITH MALL MANAGEMENT AND REVIEW STANDARD RECOMMENDATIONS AND PROCEDURES AS SET FORTH IN MALL CONSTRUCTION CRITERIA MANUALS. PRODUCTS: 1. GRACE CONSTRUCTION PRODUCTS, CAMBRIDGE, MA. (800) 444 -6459, OR EQUAL AS FOLLOWS: FLOOR SLAB : PROCOR 10, G.W.B. PARTITION (6" ABOVE SLAB, PERIMETER OF LAVATORY): PROCOR 20. o. TESTING SHALL BE ASTM E96 - TEST METHOD FOR WATER VAPOR TRANSMISSION OF MATERIALS PERFORM WORK IN ACCORDANCE MTH NRCA WATERPROOFING MANUAL. FURNISH PRODUCT DATA AND CERTIFICATES IF REQUESTED BY LANDLORD. 1. PRESERVATIVES: PROVIDE THE FOLLOWING PRESERVATIVES FOR TREATMENT OF MATERIALS AS SPECIFIED. a. WATER -BORNE OXIDES, IN ACCORDANCE w/ REQUIREMENTS AWPA P -5. ARE- RETARDANT (AND PRESERVATIVE): a. INTERIOR GRADE: 'INTERIOR TYPE A" PER AWPA C20 FOR LUMBER AND C27 FOR PLYWOOD. "DR/CON" BY HICKSON (FORMERLY KOPPERS) OR "PYRO- GUARD" BY HOOVER. INORGANIC SALTS FOR PRESSURE IMPREGNATION OF WOOD; CHEMICAL REACT TO TEMPERATURE BELOW THE IGNITION TEMPERATURE OF WOOD REDUCING FLAMMABLE VAPORS AND PRODUCING PROTECTIVE CHAR ON THE SURFACE OF THE WOOD. EXTERIOR GRADE OR HIGH HUMIDI TY CONDITIONS EXTERIOR TYPE PER AWPA. "EXTERIOR F /R -X" BY HOOVER. FIRE RETARDANT MONOMERIC RESINS FOR PRESSURE INPREGNA TION OF WOOD WHICH ALSO MUST PROVIDE PROTECTION FROM HIGH HUMIDITY LEVELS AND /OR DIRECT WATER CONTACT RECEIVED NOV 18 2009 PERMIT CENTER MC STORE # 4083 RELOCATION ARCHITECT OF RECORD: CORTLAND M 0 A R C r R H I I A G A N T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O w p 6 z oo o `o z 00 (000 038 in .). I 8 ° Z N W O ZM= oa =QO 812R�..a U . a z 8 c.4 . o c W �N� a 0Q .cg,8 �Z° WA= ora s z � Q a co 0 M 0 , � a � r �rn n Co ,3,0 N -2 Qz`�LAI.t, 3 =Q acau- ek w oaw a> Q ti:.) H N ° y N o ° 8� 0 . Q MPTk EPIJI R SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 9818$ DESCRIPTION: = ' i DRAWN BY: C.M. SPECIFICATIONS S P 1 . 2 DIVISION 07000 CONTINUED - THERMAL AND MOISTURE PROTECTION 07100 CONTINUED - FLUID APPLIED WATERPROOFING PART 2 - PREPARATION / EXECUTION A. VERIFY SUBSTRATE SURFACES ARE FREE OF FROZEN MATTER, DAMPNESS, LOOSE PARTICLES, CRACK, PITS, PROJECTIONS, PENETRATIONS, OR FOREIGN MATTER DETRIMENTAL TO ADHESION OR APPLICATION OF WATERPROOFING SYSTEM. B. VERIFY THAT SUBSTRATE SURFACES ARE SMOOTH, FREE OF HONEYCOMB OR PITTING, AND NOT DETRIMENTAL TO FULL CONTACT BOND OF WATERPROOFING MATERIALS C. VERIFY ITEMS WHICH PENETRATE SURFACES TO RECEIVED WATERPROOFING ARE SECURELY INSTALLED. D. APPLY WATERPROOFING MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. EXTEND MEMBRANE OVER AND CANTS AND UP INTERSECTING SURFACES AT MEMBRANE PERIMETER MINIMUM 6 INCHES. F PROTECT ADJACENT SURFACES NOT DESIGNATED TO RECEIVE WATERPROOFING. G. CLEAN AND PREPARE SURFACES TO RECEIVE WATERPROOFING IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS H. SEAL CRACKS AND .JOINTS WITH SEALANT MATERIALS USING DEPTH TO WIDTH RATIO AS RECOMMENDED BY SEALANT MANUFACTURER. I. APPLY EXTRA THICKNESS OF WATERPROOFING MATERIAL AT CORNERS, INTERSECTIONS, ANGLES, AND OVER JOINTS. J. DO NOT PERMIT TRAFFIC OVER UNPROTECTED OR UNCOVERED MEMBRANE. 07200 - INSULATION PART 1 - GENERAL A. FOR INSULATION REQUIRED AT DUCTWORK, PLUMBING LINES. ETC., SEE MECHANICAL /ELECTRICAL SPECIFICATIONS AND DRAWINGS B. TENANT SHAL PROVIDE WATERPROOFING PROTECTION BENEATH ITS FINISH FLOORING AT AREAS WITH PLUMBING. TENANT SHALL SLEEVE, FIRESTOP, FLASH AND CAULK ALL PENETRATION OF FLOORS SO THAT ODORS OR LIQUIDS WILL NOT PENETRATE THE SLAB AT THESE OPENINGS. SUCH SLEEVES SHALL BE INSTALLED ACCORDING TO THE LANDLORD STANDARD DETAIL. C. 3 1/2" UNFACED BATT INSULATION FOR SOUND ATTENUATION. 07900 - JOINT SEALERS /CAULKING L A. N JOINT MATERIAL, SEALANTS, AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILIAR MATERIALS. 1. ;ONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON- SAGGING, '- STAINING, NON- BLEEDING; FOR USE AS GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES OR EQUAL. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. DIVISION 07000 - CONTINUED - THERMAL AND MOISTURE PROTECTION. 07900 - CONTINUED - JOINT SEALERS / CAULKING RATION / EXECUTION A, REMOVE OOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF B. CLEAN ID PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C, PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISRGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS E. INSTALL JOINT BACKING. • APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES END OF DIVISION DIVISION 08000 - )ORS AND WINDOWS 08100 - HOLLOW METAL DOORS AND FRAMES L A. INTERIOR HOLLOW METAL DOORS AND FRAMES FOR INSTALLATION AT DRYWALL AND METAL STUD PARTITIONS 1. RS - 1 3/4" THICK FLUSH MOUNTED "TYPE B" AS MANUFACTURED BY STEELCRAFT. SURFACES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT a SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. h. PROVIDE 8 GA. REINFORCEMENT AT HINGES, AND 14 GA. REINFORCEMENT AT LOCK AND CLOSERS. FRAMES - 2" FRONT FACE - 16 GA. HOLLOW METAL WITH CONTINUOUSLY WELDED CORNERS. SURFACES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT 7, PROVIDE 8 GA. REINFORCEMENT AT HINGES AND 14 GA. REINFORCEMENT AT LOCK AND CLOSERS y. INSTALL ADJUSTABLE LAMB ANCHOR 4" DOWN FROM HEAD AND WELDED -IN BASE ANCHOR AT EACH JAMB. PREPARATION / EXECUTION A. LL /FRAMES IN ACCORDANCE WITH SDI -100. B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT, C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF HARDWARE SPECIFIED INDOOR SCHEDULE AND DOORS. 1. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES 08330 - ROLLING GRILLE PART 1 - GENERAL A. FURNISH AND INSTALL ALUMINUM OVERHEAD COILING SECURITY GRILLE AS MANUFACTURED BY "DYNAFLAIR" OR EQUAL (NO INFERIOR SUBSTITUTES WILL BE ACCEPTED). B. SUBMITTALS REQUIRED: SUBMIT MANUFACTURES PRODUCT DATA, SPECIFICATIONS, INSTALLATION INSTRUCTIONS AND DETAILS (IF OTHER THAN "DYNAFLAIR '). C. QUALITY ASSURANCE: FIELD MEASURE OPENING PRIOR TO FABRICATION. INSTALLER SHALL BE MANUFACTURER APPROVED WITH NO LESS THAN TWO (2) YEARS EXPERIENCE ON SIMILIAR PROJECTS. PART 2 - PRODUCT A. PROVIDE GRILLE AS MANUFACTURED BY: 1. DYNAFLAIR CORP. LTD. 4701 EAST ACLINE DRIVE TAMPA, FLORIDA 33605 PHONE (813) 246 -8100 MODEL: 'LEGIONAIRE HORIZONTAL ALUMINUM BARS & RODS (ASTMB 211) LOCK: STANDARD MAXIMUM SECURITY (OR) DIVISION 08000 CONTINUED - DOORS AND WINDOWS 08330 CONTINUED - ROLLING GRILLE PART 2 (CONTINUED) - PRODUCT ALUMA- TEK INC. 680 WEST 200 NORTH NORTH SALT LAKE, UT 84054 PHONE (800) 647 -7049 (EXT. 103) CONTACT: SCOTT CHRISIIANSEN MODEL: 'AT -9' FINISH: ALUMINUM 6063 ALLOY LOCK: STANDARD LOCKING MECHANISM W %BEST" CYLINDER ON OUTSIDE AND THUMBTURN INSIDE. (NO SPECIAL KNOWLEDGE OR EFFORT REO'D TO OPERATE INTERIOR TURN CYLINDER). PART 3 - PREPARATION / EXECUTION A. PREPARATION: EXAMINE CONDITIONS UNDER WHICH GRILLES ARE TO BE INTALLED. PROCEED ONLY AFTER VERIFICATION OF ACCEPTABLE CONDITIONS B. PREPARE OPENINGS TO RECEIVE GRILLE AS REQUIRED BY MANUFACTURER; VERIFY LAYOUT BY ACTUAL FIELD MEASUREMENTS 08400 - ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL A. STOREFRONT GLAZING SYSTEM COMPONENTS AND GLAZING TO BE COMPLETELY SUPPLIED AND INSTALLED BY TENANT'S GENERAL CONTRACOR. 1. RECOMMENDED STOREFRONT VENDOR FOR GENERAL CONTRACTOR USE: SEE SHEET T1.0 FOR RECOMMENDED STOREFRONT VENDOR. 2. RESPONSIBILITY OF VENDOR (ASSIGNED BY GENERAL CONTRACTOR) a. TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATIONS. b. TO FIELD VERIFY STOREFRONT OPENINGS AND HEIGHTS c. VENDOR SHALL BE RESPONSIBLE FOR DOING HIS OWN TAKE -OFFS AND ORDERING MATERIALS IN APPROPRIATE SIZES, QUANTITIES, LENGTHS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. d. VENDOR SHALL APPLY FINISH (SF -1) TO ALUMINUM EXTRUSIONS AND METAL CLADDING. (SEE SHEET A2.0 FOR SPECIFICATION) 3. G.C. RESPONSIBILITY a. SCHEDULE INSTALLATION OF ALUMINUM STOREFRONT GLAZING SYSTEM WITH OWNERS STOREFRONT VENDOR. b. G.C. SHALL BE RESPONSIBLE TO PROVIDE ACCESS TO THE OWNERS' STOREFRONT VENDOR FOR INSTALLATION OF GLAZING SYSTEM. C. G.C. SHALL BE RESPONSIBLE TO PROVIDE ANY ASSISTANCE THAT THE OWNERS' STOREFRONT VENDOR REQUIRES FOR INSTALLATION OF GLAZING SYSTEM. 08400 - CONTINUED - ALUMINUM ENTRANCES AND STOREFRONTS B, SEE PLANS, ELEVATIONS AND DETAILS FOR SIZES AND LENGTHS OF ALL EXTRUSIONS, TRIM PIECES, ETC. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION PRODDED BY MANUFACTURER AND IN COMPLIANCE M1H INDUSTRY STANDARDS 08710 - DOOR HARDWARE PART 1 - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS, ROLLING GRILLES, AND WINDOWS SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS TEMPLATES SHALL BE FINISHED FOR USE IN FIELD. C. FOLLOW DH/ (DOOR AND HARDWARE INSTITUE) STANDARDS AND GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FIRE REATED HARDWARE SHALL FOLLOW GUIDELINES AS ESTABLISHED BY 1. NFPA 80 - FIRE DOORS AND WINDOWS. 2. NFPA 101 - LIFE SAFETY CODE. 3. NFPA 252 - FIRE TESTS OF DOOR ASSEMBLIES. 4. UL 108 - SAFETY FIRE TESTS OF DOR ASSEMBLIES. 5. UL 305 - SAFETY PANIC HARDWARE. E FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. F. FINISHES :: BRUSHED CHROMIUM (US - 26D) G. KEYING 1. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH. PERMANENT AT END OF JOB PRIOR TO TURN -OVER. H. PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE EQUIVALENT HARDWARE FROM A MANUFACTURER AS LISTED BELOW IS ACCEPTABLE (BEST, STANLEY, SCHLAGE) 1. HINGES a. STANLEY FBB191, 4 1/2 "x4 1/2"41526D, NRP, OR EQUAL. EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS 2. LOCKSETS /LATCHES" LOCKSET - PRIVACY SET LOCKSETS TO RECEIVE INTERCHANGEABLE CORE CYLINDERS SEE KEYING NOTES ( THIS SECTION ) 3. CLOSERS: TO BE DETERMINED. 4. THRESHOLDS, SWEEPS AND WEATHER STRIPPING: PEMKO - THERMAL BARRIER SADDLE THRESHOLD #252X2AFG, MAXIMUM HEIGHT 1/2 ", OR EQUAL. PEMKO - DOOR BOTTOM SWEEP /315CN, OR EQUAL. PEMKO RIGID JAMB WEATHER STRIP #303A V, OR EQUAL 5. STOPS, KICKPLATES, AND SILENCER; PEEP 6. EXIT DEVICES: "DETEX" ECL -230D (SHORT BAR) EXIST CONTROL LOCK DIVISION 08000 CONTINUED - DOORS AND WINDOWS 08710 CONTINUED - DOOR HARDWARE PART 2 - PREPARA 110N / EXECUTION A. COORDINATE THE WORK WITH OTHER . DIRECTLY AFFECTED SECT IONS INVOLVING FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS. C. INSTALL HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS F ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 - GLAZING PART 1 - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT SETTING BLOCKS AND ACCESSORIES AS SHOWN AND DETAILED ON THE DRAWINGS. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FMGA (FLOAT GLASS MANUFACTURERS ASSOCIATON) GLAZING AND SEALANT MANUALS AS WELL AS SIGMA (SEALED INSULATED GLASS MANUFACTURERS ASSOCIATION) FOR INSULATED GLASS. D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO WITHSTAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS ACTING NORMAL TO PLANE OF GLASS AS CALCULATED IN ACCORDANCE WITH LOACAL AND STATE CODES E. MATERIAL FOR INTERIOR STOREFRONT GLASS' 1. CLEAR GLASS - ASTM C1048, FT -FULLY TEMPERED, QUALITY -a3 GLAZING SELECT 2. THICKNESS AS SHOW ON PLAN, 3. EACH INDIVIDUAL PANE TO RECEIVE TEMEPERED STAMP INDICATING SUCH. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. B. VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN, FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE MOVEMENT, WEEPS, ARE CLEAR, AND READY TO RECEIVE GLAZING. C. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. D. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. E. REMOVE GLAZING MATERIALS FROM FINISH SURFACES F. REMOVE LABELS AFTER WORK IS COMPLETE. G. CLEAN GLASS AND ADJACENT SURFACES 08835 - MIRRORS PART 1 - GENERAL A. FURNISH AND INSTALL CUSTOM FITTED MIRRORS INCLUDING MASTIC AND ATTACHMENT CLIPS AS SIZED AND DETAILED IN DRAWINGS REFER TO TOILET ROOM ACCESSORIES FOR MIRRORS IN LAVATORY B. CONSULT NAMM (NATIONAL ASSOCIATION OF MIRROR MANUFACTURING) FOR CARE AND HANDLING FOR MIRRORS IN LAVATORY. C. PRODUCT: 1. CLEAR FLOAT TYPE WITH COPPER /SILVER COATING. UNLESS NOTED OTHERWISE, ALL EDGES SHALL BE POLISHED. D. MIRROR ADHESIVE: CHEMICALLY COMPATIBLE WITH MIRROR COATING AND WILL SUSTRATE. PART 2 - PREPARATION / EXECUTION A. VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND ARE READY TO RECEIVE MATERIAL. B PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION. C. STORE PROTECT AND INSTALL MIRRORS IN ACCORDANCE WITH NAMM. D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUNDING CONSTRUCTION INCLUDING COUNTERTOPS OR BACKSPLASHES. END OF DIVISION DIVISION 09000 - FINISHES 09120 - CEILING SUSPENSION SYSTEMS PART 1 - GENERAL A. PROVIDE ACOUSTICAL PANEL CEILING WITH EXPOSED SUSPENSION GRID, AS SHOWN ON DRAWINGS B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET PART 2 - PREPARATION / EXECUTION A. AT THE TIME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSITIC PANELS TO THE OWNER OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. B. 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 A6 -41, SOFT TEMPER, PRE - STRETCHED, 12 GA, MINIMUM. C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, FIRE - RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE CODE. D. 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' -O" 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. E INSTALL EDGE HOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS HERE NECESARRY TO CONCEAL EDGES OF ACOUSTICAL UNITS F. 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. G. INSTALL HOLD DOWN CLIPS IF REQUIRED BY CODE. 09120 - CEILING SUSPENSION SYSTEMS PART 1 - GENERAL A. INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS TYPE 'X' - UNLESS NOTED OTHERWISE TYPE 'W' (WATERPROOF) - AT PLUMBING WALLS. 1. METAL STUD FRAMING SHALL BE COLD ROLLED - SEE DIVISION /05000. B. PROVIDE MATERIALS, JOINT COMPOUNDS AND EDGES /BEADS FROM A SINGLE SOURCE SUPPLIER PART 2 - PREPARATION / EXECUTION A. INSTALL GYPSUM BOARD IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS MANUFACTURERS :: UNITED STATE GYPSUM, GOLD BOND OR EQUAL. B. INSTALL CEMENTITUOUS BACKER COARD AT ALL AREAS TO RECEIVE CERAMIC ALE AREAS OR AS SHOWN ON DRAWINGS. C. ERECT SINGLE LAYER IN MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES OCCURRING OVER FIRM BEARINGS. D. USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. E TAPE, FILL AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO PRODUCE SMOOTH SURFACE READY TO RECEIVE FINISHES. F. FEATHER COATS ONTO ADJOINING SURFACES G. INSTALL MINIMUM 3 COATS SPACKLING COMPOUND SANDING BETWEEN EACH SUCCESSIVE COAT DIVISION 09000 CONTINUED - FINISHES 09500 - TILE FLOORING PART 1 - GENERAL A. PORCELAIN TILE: REFER TO FINISH SCHEDULE FOR SIZES, COLORS AND MANUFACTURERS. B. INSTALL GROUT AS RECOMMENDED BY THE TILE MANUFACTURER COLOR OF GROUT TO BE INDICATED ON THE FINISH SCHEDULE IF NO COLOR IS INDICATED, A GROUT TO MATCH TILE IS TO BE USED. C. PROCELAIN ALES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR STAFF THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TO CORRECT RAISED CERAMIC TILES FOR THE ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OD THE OWNER'S CONSTRUCTION MANAGER. D. TILE AND ADHESIVE IS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (PER MANUFACTURER'S SPECIFICATIONS). PART 2 - PREPARATION / EXECUTION A. BEFORE SETTING ANY ALE, THE CONTRACTOR SHALL ASSURE HIMSELF THAT NO TILES WILL HAVE TO BE REMOVED AFTER INSTALLATION TO ACCOMMODATE THE WORK OF THE OTHER TRADES ALL CUTTING, FITTING, DRILLING, AND GRINDING OF THE WORK, WHERE NECESSARY IN RELATION TO THE WORK OF OTHER TRADES, SHALL BE PERFORMED SO THAT THE WORK WILL BE NEATLY AND ACCURATELY DON AND CUT EDGES SHALL BE UNIFORM. CONFORM TO REQUIREMENTS UNDER AMERICAN NA TONAL STANDARDS INSTITUTE ANSI A -137.1 FOR CERAMIC ALE MATERIAL AND ANSI A -108 FOR INSTALLATION. C. GROUT JOINT SPACING TO BE 1/8" (TYPICAL). D. LAY OUT TILE PATTERN SYMMETRICALLY WITHIN EVEN JOINT ON ALL FLOOR AND WALL SURFACES E. CUT AND DRILL TILE AS REQUIRED WITHOUT MARRING TILE, GRIND AND FIT AROUND FIXTURES, ETC. LEAVE COMPLETED WORK FREE FROM CRACKED, BROKEN, OR DAMAGED TILE F ALL TRANSITIONS BETWEEN NEW AND EXISTING OR UNLIKE FINISHES SHALL BE FLUSH AND SMOOTH. NO REDUCER STRIPS PERMITTED IN STOREFRONT AREA. G. PROTECT HEAVILY TRAVELED, NEWLY TILED AREAS AS REQUIRED. H. CAREFULLY CLEAN ALL WORK AND REPLACE OR REPOINT ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE NO ACID, AGENT OR DEVICE THAT WILL MAR SURFACE FOLLOW MANUFACTURER'S INSTRUCTIONS FOR CLEANING. I. THE GENERAL CONTRACTOR IS REPONSIBLE TO CORRECT RAISED PORCELAIN TILES FOR THE ENTIRE DURA AON OF THE WARRANTY PERIOD AT THE DIRECTION OF THE OWNER'S CONSTRUCTION MANAGER. 09688 - SHEET CARPET PART 1 - GENERAL A. CONDITION CARPET AND ADHESIVES FOR AT LEAST 48 HOURS AT A MINIMUM TEMPERATURE OF 65. THE FLOOR SHOULD ALSO BE CONDITIONED AT A TEMPERATURE ABOVE 65F FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. THE FLOOR MUST BE SWEPT FREE OF DUST AND DEBRIS B. PREP SURFACE AS REQUIRED TO RECEIVE NEW CARPET, (REFER TO SECTION 03732 'CONCRETE REPAIR' /PREPARATION. C. NEW CONCRETE MUST BE CURED PREFERABLY FOR 40 DAYS BEFORE INSTALLING CARPET CHECK THE SLAB FOR ALKALINITY, WHICH SHOULD BE LESS THAN 9.0 ph. IF NECESSARY, NEUTRALIZE THE F OOR WITH AN ACID WASH OF 10 PARTS WATER TO TIC L SW E OON E PART MURIA ACIS AND RINSE THOROUGHLY A SEALER SHOULD BE USED TO INSURE A GOOD BONDING SURFACE EXISTING CONCRETE MAY REQUIRE RE- SEALING TO ASSURE A PROPER SURFACE DIVISION 09500 CONTINUED - FLOOR COVERING 09688 - CONTINUED - SHEET CARPET PART 2 - PREPARATION / EXECUTION A. CARPET CONTRACTOR TO ESTABLISH HIS OWN TAKE -OFFS AND COORDINATE HIS TAKE -OFFS WITH THE AMOUNT SHIPPED BY TENANT AND CONTACT CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES B. INSTALL TENANT SUPPLIED CARPET PER FLOOR AND WALL FINISH PLAN AND PROVIDE TENANT WITH SEAM LAYOUT PRIOR TO CUTTING / INSTALLATIONS.. C. FILL ALL CRACKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY CARPET MANUFACTURER. D. PROVIDE DIRECT GLUEDOWN INSTALLATION USING MATERIAL AND METHODS RECOMMENDED BY CARPET MANUFACTURER. SEAL ALL SEAMS WITH SEAM ADHESIVE 09910 - PAINTING AND FINISHING PART 1 - GENERAL A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE PROJECT WHETHER NOTED HEREIN OR NOT, UNLESS SPECIFICALLY STATED OTHERWISE COVERALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN SUPPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. SEE FINISH SCHEDULE B. USE ONLY THE PAINT AND RELATED MATERIALS OF THE MANUFACTURER'S SPECIFIED. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES WILL NOT BE PERMITTED. PART 2 - PREPARATION / EXECUTION A. CLEAN ALL SURFACES TO BE PAINTED FREE OF LOOSE DIRT AND DUST BEFORE WORK IS STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRITS BEFORE APPL PING FINISHES B. PAINTED DRYWALL TO RECEIVE ONE COAT OF LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT TOUCH -UP ALL SUCTION SPOTS OR HOT SPOTS COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS FOLLOW MANUFACTURER'S RECOMMENDATONS FOR RECOAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS C. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, CRACKS,ETC BEFORE APPL 4NG FINISH. D. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILIAR ITEMS, OR PROVDE AMPLE PROTECTION FOR SUCH ITEMS F. PAINT ALL RADIATION COVERINGS, CONVERTERS, REGISTERS, LOUVERS, GRILLES, EMERGENCY LIGHTS, SPEAKERS, LIGHT TRIMS, EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. PAINT TO MATCH ADJACENT WORK UNLESS OTHERRMSE NOTED OR DIRECTED. G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. END OF DIVISION DIVISION 010000 - SPECIALTIES DIVISION 010520 - FIRE PROTECTION PART 1 GENERAL A. PROVIDE A MULTI-PURPOSE CHEMICAL FIRE EXTINGUISHER CAPABLE OF EXTINGUISHING CLASS A, B, AND C FIRES, IN QUANTITIES AND LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL (COORDINATE IN FIELD). MANUFACTURER: J.L. INDUSTRIES; COSMIC SERIES OR EQUAL. PART 2 - PREPARATION / EXECUTTON A. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES, TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. DIVISION 010670 - STORAGE SHELVING PART 1 - GENERAL A. SUPPLY AND INSTALL (5) FULL WIDTH WOOD SHELVES AS SHOWN IN PLANS. (STANDARDS SHELF BRACKETS SUPPLIED BY OWNER / INSTALLED BY G.C.) DIVISION 010000 CONTINUED - SPECIALTIES 010800 - CONTINUED - TOILET ROOM ACCESSORIES PART 1 - A. INSTALL TOILET ACCESSORIES AND GRAB BARS, INCLUDING ALL IN -WALL BLOCKING, SET SCREWS AND ANCHORS REQUIRED FOR COMPLETE INSTALLATION. MANUFACTURES: BOBRICK WASHROOM EQUIPMENT OR EQUAL. B. ALL FINISHES SHALL BE SATIN STAINLESS STEEL (UNLESS NOTED OTHERWISE). C. ALL ACCESSORIES TO BE INSTALLED IN COMPLIANCE WITH A.D.A. AND GOVERNING CODES. PART 2 - PREPARATION / EXECUTION INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANUFACTURERS' INSTRUCTIONS, USING THEFTPROOF FASTENERS APPROPRIATE TO SUBSTRATE AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL, F/RML Y ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED, IN A TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. B. ALL FINISHES SHALL BE SATIN STAINLESS STEEL (UNLESS NOTED OTHERWISE). PART 3 - PRODUCTS A. MIRROR (ABOVE SINK) - 18 "x30" - SEE FITTING DETAILS (SIMILAR) A. to ;L MLI GENERAL B. PAPER TOWEL DISPENSER - 4501T2 AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, OH. PHONEj..• (330) 995 -5500 C. TOILET TISSUE HOLDER - SURFACE MOUNTED STAINLESS STEEL /2863K41 AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, OH. PHONE/. (330) 995 -5500 D. HOOK PANEL MOUNTED AT WALL; SUPPLIED BY OWNER. E. GRAB BARS - 1 1/2" DIA. SNAP FLANGE B -6806 SERIES 48" AND 36" LENGTHS OR AS PRESSURE, VERTICAL NOTED ON DRAWINGS W /ANCHOR PLATES TO Wl1HSTANO 250 LBS. AND HORIZONTAL. F. MIRROR (30" x 63 ") - SEE FITTING ROOM DETAILS (SIMILAR) IF REQUIRED BY CODE' SURFACE - MOUNTED TOILET SEAT COVER DISPENSER: B -221 SINK P- TRAP AND SUPPLY INSULATION :: WHEELCHAIR ACCESSIBLE SINK P- TRAP, AND ARMS, HOT AND COLD WATER SUPPLY AND ANGLE VALVES TO BE INSULATED WITH BROCAR TRAP WRAP INSULATION KIT MODEL NO, 500R -W, WHITE. PROVIDE ACCESSORIES FOR A COMPLETE INSTALLATION. (800) 827 -1207. P -TRAP ASSEMBLY SHALL HAVE FOAM INSERT COVERED WITH VINYL OUTER SHELL. ANGLE STOP COVERS SHALL HAVE FLIP TOP ACCESS TO ALLOE EASY EMERGENCY SHUT OFF INSTALL PER MANUFACTURER'S RECOMMENDATIONS DIVISION 010900 - MISCELLANEOUS ACCESSORIES PART 1 - GENERAL A. SUPPLIED BY OWNER'S FIXTURE CONTRACTOR AND INSTALLED BY G.C. PER MANUFACTURERS RECOMMENDA TONS. 1, FITTING ROOM CLOTHES HOOK: SUPPLIED BY OWNER. 2 FITTING ROOM CURTAIN SWAG HOOK: SUPPLIED BY OWNER. 3. HOOK PANEL (FOR CLOTHES HOOKS ® FITTING ROOM) 4. HANDICAPPED FITTING ROOM BENCH. END OF DIVISION DIVISION 011000 - EQUIPMENT 011001 - EQUIPMENT PART 1 - GENERAL A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMODATE LOCATIONS OF EQUIPMENT B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRA TED AND PLACED ACCORDING TO THE CONSTRUCTION DOCUMENTS PART 2 - PREPARATION / EXECUTION A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK, PLUMBING, AND ALL ELECTRICAL FOR THE EQUIPMENT LIST. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINALAPPROVAL OF THE BUILDING. PART 3 - PRODUCTS A. MUSIC EQUIPMENT: SUPPLIED BY M. W.I. VENDOR SPEAKERS' "ATLAS SOUND" STRATEGY SERIES II: #FAP62T40 -5041, 5 -1/4" INCH COAXIL (2) WAY - IN WHITE FACE COVERS G.C. TO PURCHASE THROUGH LOCAL RADIO SHACK STORE. B. COMMERCIAL REFRIGERATOR: SUPPLIED BY TENANT C. 8' HIGH COMMERCIAL GRADE ALUMINUM LADDER. SUPPLIED BY TENANT 012000 - FURNISHINGS PART 1 - GENERAL A. SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHINGS TO BE PROVIDED BY GENERAL CONTRACTOR. END OF DIVISION DIVISION 015000 - MECHANICAL EQUIPMENT PART 1 - GENERAL A. SEE MECHANICAL DRAWINGS FOR ' SPECIFICATIONS B. SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFROM TO THE NEW DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT DRAWINGS AND CALCULATIONS FOR SUCH SYSTEM SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING IS LOCATED. ALL COST FOR REIEW,, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. END OF DIVISION DIVISION 016000 - ELECTRICAL PART 1 - GENERAL A. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. END OF DIVISION REVIEWED FOR CODE COMPLIANCE PPROVED DEC 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED NOV 18 2009 PERMIT CENTER DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: o t I — — = C O R T L A N D M 0 R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 rkI(NAl ro n� DGrnpn. I I umArtvllVt, IA /DUJI PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS Inur rnMMTAPT 1.0•O•.• %V11 IIIV 1 DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 I PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 I I El MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 1 ®® ED OD OU/ i/ IL •JI IJJI wuv_. I I""a DESCRIPTION: ED — r — I 1: fRICINAI r AW nl ..R. Y!1 REV. DATE: DRAWN BY: C.M. ELECTRICAL PLAN El .0 MALL COMMON AREA POWER PLAN - CODED NOTES O RECEPTACLE MOUNTED ON CEILING FOR SHOW WINDOW AS REQUIRED BY N.E.C. #210 -62 0 ELECTRICAL POWER DISTRIBUTION LOCATION FOR STORE. SEE "PANEL SCHEDULE" AND "ELECTRICAL RISER DIAGRAM" ON SHEET E1.2 FOR FURTHER INFORMA 770N. FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. ® 24" x 36" x 3/4" PLYWOOD TELEPHONE BACKER BOARD CONDUIT A TO P TELEPHONE ) SERVICE ENTRANCE (FIRE TR " A TED). 0 WIRELESS SENSOR / ANNUNCIATOR SYSTEM BY "OPTEX , HRC -2 REMOTE RECEIVER (PLUG INTO RECEPTACLE) SUPPLIED BY DES77NA710N MATERNITY, CORP. AND INSTALLED BY GENERAL CONTRACTOR. MOUNT RECEPTACLE AT 8=0" A.F.F. WATER HEATER (MOUNTED ABOVE CEILING). 1500 WATTS. CONTRACTOR TO FURNISH AND INSTALL 3/4" CONDUIT AND CONDUCTORS TO TELEPHONE BACKER BOARD FOR CASHWRAP TELEPHONE, MODEM, AND FAX LINES. Oj DELIVERY BUZZER SYSTEM - EDWARDS #1786 -B PUSH- BUTTON, /590 SERIES TRANSFORMER AND #662 BUZZER 011H LOUVERED COVERPLA7E AND TRANSFORMER MOUNTING PLATE SUPPUED/ INSTALLED BY G.C. 80 CONTRACTOR TO TRENCH SLAB AND INSTALL CONDUITS AS SHOWN. PATCH TRENCH TO MATCH EXISTING FINISH. 9® D.M.C. VENDOR TO FURNISH AND INSTALL WIRING FROM THE TELEPHONE BOARD AND TWO SEPARATE RJ -11 JACKS (NOT JUST ONE JACK WITH A SPLITIR) FOR THE TELEPHONE AND DATA OUTLETS AT CASHWRAP (JACKS MUST BE LABELED Mill A PERMANENT MARKER W1TN TELEPHONE NUMBERS). FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. 10 11 QUADPLEX RECEPTACLE FOR CASHWRAP. 12 DUPLEX RECEPTACLE 0 36" A.F.F. FOR MICROWAVE OVEN 13 DUPLEX RECEPTACLE FOR D.M.C. PROVIDED REFRIGERATOR. 17 DUPLEX RECEPTACLE (WITH ISOLATED GROUND) FOR CASH REGISTER. MOUNT RECEPTACLE ON WALL, 6 FEET ABOVE FINISHED FLOOR FOR STEREO SYSTEM. EXTEND 1/2" CONDUIT AND AND (3) 22 GA. SPEAKER WIRE TO SPEAKER LOCATIONS SHOWN ON SHEET E1.1. CONTRACTOR TO FURNISH AND INSTALL RJ -11 JACK FOR THE TELEPHONE LINE DEDICATED TO FUTURE SECURITY SYSTEM. (CONTRACTOR PROVIDE WIRING FROM _ 771E TELEPHONE BOARD TO RJ 11 JACK.) (M\ DEDICATED DUPLEX RECEPTACLE FOR FUTURE SECURITY SYSTEM. WATERPROOF G.F.I. RECEPTACLE MOUNTED AT 42" A.F.F. 18 NEW OUTLET BY G.C. CONTRACTOR TO INSTALL ALL CONDUIT FOR TELCO EQUIPMENT D.M.C. COMMUNICATIONS VENDOR TO INSTALL FIXTURES r ►i ll. . JI 'We ® 0 • O • B -32 ■ B -18 B - ADJACENT TENANT CONDUITS AT CASHWRAP TO BE S BBED UP 1 ". RUN FLEX CONDUIT TO RECEPTACLLL�S MOUNTED AT BACK OF CASHWRAP. CONDUIT FOR PHONE AND DATA RECEPTACLES IS NOT REQUIRED. (FIXTURES TO BE INSTALLED AS SHOWN IN CASHWRAP PLAN DETAIL.) B -40 POWER GENERAL NOTES 1. CONTRACTOR IS REQUIRED TO READ THE SPECIFICATIONS AND REI4EW'THE DRAWINGS OF ALL DIVISIONS OF WORK CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DII4SIONS OF WORK. IT IS THIS CONTRACTOR'S RESPON- SIB/UTY TO PROVIDE ALL THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "1HRU- WIRING" WHERE AND WHENEVER POSSIBLE. .3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT 4. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL UTILIZE #12 CONDUCTORS MINIMUM; 101'-0" TO 150' - 110, 151 =0" TO 250' -0" #8 ; 251=0" AND ABOVE - /6. 5. PLACEMENT OF ALL RECEPTACLES IN 7HE "SALES" AREA SHALL BE INTENTIONAL (l.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS). IF RECEPTACLE IS NOT SHOW IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. MOUNT AT 15" A.F.F. UNLESS NOTED OTHERWISE. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SEE SHEET E1.2 FOR DETAILS, SCHEDULES, AND SPECIFICATIONS 7. IN STORES THAT CALL OUT FOR THE INSTALLATION OF WALL SYSTEM, ALL RECEPTACLES ARE TO BE INSTALLED SO MAT THEY ARE FLUSH TO THE FACE OF 1HE WALL SYSTEM. ADJACENT TEN O III Alk ral O B -4 LIM ELECTRICAL LEGEND * ** NEW FIXTURES ARE BOLD * ** : ISOLATED GROUND DUPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE 0 FLOOR MOUNTED DUPLEX RECEPTACLE FLOOR MOUNTED QUADPLEX RECEPTACLE LEI 0 TELCO EQUIPMENT DISCONNECT SWITCH JUNCTION BOX WALL SWITCH $ Di 1000 WATT SLIDE TO OFF DIMMER $ D2 1500 WATT SLIDE TO OFF DIMMER WIRELESS SENSOR / ANNUNCIATOR CEDE IEWED F R COMPLIANCE APPROVED DEC 0 3 2009 ty of Tukwila BUILDING DIVISION QUADPLEX RECEPTACLE 2 INPUT COMMUNICATION OUTLET CA T5 INTERNET CABLE DUPLEX RECEPTACLE INDICATES ACCESS PANEL IN BOTTOM OF CASHWRAP (TYP OF 2) SCALE NTS FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX LANDLORD NOTES LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UIIUZING THE LANDLORD SUPPLIED CABLE TRAY. ANY OTHER WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. LANDLORD NOTES LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVE ✓URISDICTTON. TENANT SHALL CONTRACT LANDLORD'S DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORD DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO LOCAL FIRE MARSHALL'S OFFICE. 2. TENANT SHALL FURNISH AND INSTALL DUCT DETECTORS WITH REMOTE TEST SWITCH AND LED INDICATOR LIGHTS IN SUPPLY AND RETURN MAINS FOR EACH TENANT VAV UNIT AS REQUIRED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA RI BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE W17N THIS EDITION. 2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 14I7H ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANT ON 1HE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE W11H LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA. � J CASHWRAP ELEVATION (EMPLOYEE SIDE) GROMMET IN COUNTERTOP 2 INPUT COMMUNICATIONS OUTLET ISOLATED GROUND DUPLEX CA T5 INTERNET CABLE CASHWRAP PLAN SCALE NTS t:os ZiL1 RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. -W'h - -- EMPLOYEE SIDE 1-6 CASHWRAP FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. � QUADPLEX RECEPTACLE F CASHWRAP CUSTOMER l J INDICATES "CHASE" IN CABINET BIM./ DECK ONLY. G.C. TO FIELD CUT ACCESS PANEL (AS REQUIRED FOR CONDUIT) INDICATES ACCESS PANEL IN BOTTOM OF CASWRAP. (TYP OF 2) RECEIVED NOV 18 2009 PERMIT CENTER *ALL ELECTRICAL FIXTURES ARE TO BE SUPPLIED AND INSTALLED BY G.C. se) AR� A pER AND N► OV AL A� RED REQD DMC STORE # 4083 RELOCATION MALL CONCOURSE o I — — = 0 ' Jh' i I I I 1I it P r II I I El 0 a 1 ®® ED OD I 1 1 / iv ii= fif ED — r — I 1: MALL COMMON AREA POWER PLAN - CODED NOTES O RECEPTACLE MOUNTED ON CEILING FOR SHOW WINDOW AS REQUIRED BY N.E.C. #210 -62 0 ELECTRICAL POWER DISTRIBUTION LOCATION FOR STORE. SEE "PANEL SCHEDULE" AND "ELECTRICAL RISER DIAGRAM" ON SHEET E1.2 FOR FURTHER INFORMA 770N. FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. ® 24" x 36" x 3/4" PLYWOOD TELEPHONE BACKER BOARD CONDUIT A TO P TELEPHONE ) SERVICE ENTRANCE (FIRE TR " A TED). 0 WIRELESS SENSOR / ANNUNCIATOR SYSTEM BY "OPTEX , HRC -2 REMOTE RECEIVER (PLUG INTO RECEPTACLE) SUPPLIED BY DES77NA710N MATERNITY, CORP. AND INSTALLED BY GENERAL CONTRACTOR. MOUNT RECEPTACLE AT 8=0" A.F.F. WATER HEATER (MOUNTED ABOVE CEILING). 1500 WATTS. CONTRACTOR TO FURNISH AND INSTALL 3/4" CONDUIT AND CONDUCTORS TO TELEPHONE BACKER BOARD FOR CASHWRAP TELEPHONE, MODEM, AND FAX LINES. Oj DELIVERY BUZZER SYSTEM - EDWARDS #1786 -B PUSH- BUTTON, /590 SERIES TRANSFORMER AND #662 BUZZER 011H LOUVERED COVERPLA7E AND TRANSFORMER MOUNTING PLATE SUPPUED/ INSTALLED BY G.C. 80 CONTRACTOR TO TRENCH SLAB AND INSTALL CONDUITS AS SHOWN. PATCH TRENCH TO MATCH EXISTING FINISH. 9® D.M.C. VENDOR TO FURNISH AND INSTALL WIRING FROM THE TELEPHONE BOARD AND TWO SEPARATE RJ -11 JACKS (NOT JUST ONE JACK WITH A SPLITIR) FOR THE TELEPHONE AND DATA OUTLETS AT CASHWRAP (JACKS MUST BE LABELED Mill A PERMANENT MARKER W1TN TELEPHONE NUMBERS). FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. 10 11 QUADPLEX RECEPTACLE FOR CASHWRAP. 12 DUPLEX RECEPTACLE 0 36" A.F.F. FOR MICROWAVE OVEN 13 DUPLEX RECEPTACLE FOR D.M.C. PROVIDED REFRIGERATOR. 17 DUPLEX RECEPTACLE (WITH ISOLATED GROUND) FOR CASH REGISTER. MOUNT RECEPTACLE ON WALL, 6 FEET ABOVE FINISHED FLOOR FOR STEREO SYSTEM. EXTEND 1/2" CONDUIT AND AND (3) 22 GA. SPEAKER WIRE TO SPEAKER LOCATIONS SHOWN ON SHEET E1.1. CONTRACTOR TO FURNISH AND INSTALL RJ -11 JACK FOR THE TELEPHONE LINE DEDICATED TO FUTURE SECURITY SYSTEM. (CONTRACTOR PROVIDE WIRING FROM _ 771E TELEPHONE BOARD TO RJ 11 JACK.) (M\ DEDICATED DUPLEX RECEPTACLE FOR FUTURE SECURITY SYSTEM. WATERPROOF G.F.I. RECEPTACLE MOUNTED AT 42" A.F.F. 18 NEW OUTLET BY G.C. CONTRACTOR TO INSTALL ALL CONDUIT FOR TELCO EQUIPMENT D.M.C. COMMUNICATIONS VENDOR TO INSTALL FIXTURES r ►i ll. . JI 'We ® 0 • O • B -32 ■ B -18 B - ADJACENT TENANT CONDUITS AT CASHWRAP TO BE S BBED UP 1 ". RUN FLEX CONDUIT TO RECEPTACLLL�S MOUNTED AT BACK OF CASHWRAP. CONDUIT FOR PHONE AND DATA RECEPTACLES IS NOT REQUIRED. (FIXTURES TO BE INSTALLED AS SHOWN IN CASHWRAP PLAN DETAIL.) B -40 POWER GENERAL NOTES 1. CONTRACTOR IS REQUIRED TO READ THE SPECIFICATIONS AND REI4EW'THE DRAWINGS OF ALL DIVISIONS OF WORK CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DII4SIONS OF WORK. IT IS THIS CONTRACTOR'S RESPON- SIB/UTY TO PROVIDE ALL THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "1HRU- WIRING" WHERE AND WHENEVER POSSIBLE. .3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT 4. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL UTILIZE #12 CONDUCTORS MINIMUM; 101'-0" TO 150' - 110, 151 =0" TO 250' -0" #8 ; 251=0" AND ABOVE - /6. 5. PLACEMENT OF ALL RECEPTACLES IN 7HE "SALES" AREA SHALL BE INTENTIONAL (l.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS). IF RECEPTACLE IS NOT SHOW IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. MOUNT AT 15" A.F.F. UNLESS NOTED OTHERWISE. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SEE SHEET E1.2 FOR DETAILS, SCHEDULES, AND SPECIFICATIONS 7. IN STORES THAT CALL OUT FOR THE INSTALLATION OF WALL SYSTEM, ALL RECEPTACLES ARE TO BE INSTALLED SO MAT THEY ARE FLUSH TO THE FACE OF 1HE WALL SYSTEM. ADJACENT TEN O III Alk ral O B -4 LIM ELECTRICAL LEGEND * ** NEW FIXTURES ARE BOLD * ** : ISOLATED GROUND DUPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE 0 FLOOR MOUNTED DUPLEX RECEPTACLE FLOOR MOUNTED QUADPLEX RECEPTACLE LEI 0 TELCO EQUIPMENT DISCONNECT SWITCH JUNCTION BOX WALL SWITCH $ Di 1000 WATT SLIDE TO OFF DIMMER $ D2 1500 WATT SLIDE TO OFF DIMMER WIRELESS SENSOR / ANNUNCIATOR CEDE IEWED F R COMPLIANCE APPROVED DEC 0 3 2009 ty of Tukwila BUILDING DIVISION QUADPLEX RECEPTACLE 2 INPUT COMMUNICATION OUTLET CA T5 INTERNET CABLE DUPLEX RECEPTACLE INDICATES ACCESS PANEL IN BOTTOM OF CASHWRAP (TYP OF 2) SCALE NTS FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX LANDLORD NOTES LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UIIUZING THE LANDLORD SUPPLIED CABLE TRAY. ANY OTHER WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. LANDLORD NOTES LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVE ✓URISDICTTON. TENANT SHALL CONTRACT LANDLORD'S DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORD DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO LOCAL FIRE MARSHALL'S OFFICE. 2. TENANT SHALL FURNISH AND INSTALL DUCT DETECTORS WITH REMOTE TEST SWITCH AND LED INDICATOR LIGHTS IN SUPPLY AND RETURN MAINS FOR EACH TENANT VAV UNIT AS REQUIRED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA RI BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE W17N THIS EDITION. 2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 14I7H ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANT ON 1HE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE W11H LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA. � J CASHWRAP ELEVATION (EMPLOYEE SIDE) GROMMET IN COUNTERTOP 2 INPUT COMMUNICATIONS OUTLET ISOLATED GROUND DUPLEX CA T5 INTERNET CABLE CASHWRAP PLAN SCALE NTS t:os ZiL1 RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. -W'h - -- EMPLOYEE SIDE 1-6 CASHWRAP FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. � QUADPLEX RECEPTACLE F CASHWRAP CUSTOMER l J INDICATES "CHASE" IN CABINET BIM./ DECK ONLY. G.C. TO FIELD CUT ACCESS PANEL (AS REQUIRED FOR CONDUIT) INDICATES ACCESS PANEL IN BOTTOM OF CASWRAP. (TYP OF 2) RECEIVED NOV 18 2009 PERMIT CENTER *ALL ELECTRICAL FIXTURES ARE TO BE SUPPLIED AND INSTALLED BY G.C. se) AR� A pER AND N► OV AL A� RED REQD DMC STORE # 4083 RELOCATION MALL CONCOURSE — ' Jh' i I I I 1I it P r II I I I I I 1 I 1 1 / iv ii= fif — r — I 1: MALL COMMON AREA POWER PLAN - CODED NOTES O RECEPTACLE MOUNTED ON CEILING FOR SHOW WINDOW AS REQUIRED BY N.E.C. #210 -62 0 ELECTRICAL POWER DISTRIBUTION LOCATION FOR STORE. SEE "PANEL SCHEDULE" AND "ELECTRICAL RISER DIAGRAM" ON SHEET E1.2 FOR FURTHER INFORMA 770N. FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. ® 24" x 36" x 3/4" PLYWOOD TELEPHONE BACKER BOARD CONDUIT A TO P TELEPHONE ) SERVICE ENTRANCE (FIRE TR " A TED). 0 WIRELESS SENSOR / ANNUNCIATOR SYSTEM BY "OPTEX , HRC -2 REMOTE RECEIVER (PLUG INTO RECEPTACLE) SUPPLIED BY DES77NA710N MATERNITY, CORP. AND INSTALLED BY GENERAL CONTRACTOR. MOUNT RECEPTACLE AT 8=0" A.F.F. WATER HEATER (MOUNTED ABOVE CEILING). 1500 WATTS. CONTRACTOR TO FURNISH AND INSTALL 3/4" CONDUIT AND CONDUCTORS TO TELEPHONE BACKER BOARD FOR CASHWRAP TELEPHONE, MODEM, AND FAX LINES. Oj DELIVERY BUZZER SYSTEM - EDWARDS #1786 -B PUSH- BUTTON, /590 SERIES TRANSFORMER AND #662 BUZZER 011H LOUVERED COVERPLA7E AND TRANSFORMER MOUNTING PLATE SUPPUED/ INSTALLED BY G.C. 80 CONTRACTOR TO TRENCH SLAB AND INSTALL CONDUITS AS SHOWN. PATCH TRENCH TO MATCH EXISTING FINISH. 9® D.M.C. VENDOR TO FURNISH AND INSTALL WIRING FROM THE TELEPHONE BOARD AND TWO SEPARATE RJ -11 JACKS (NOT JUST ONE JACK WITH A SPLITIR) FOR THE TELEPHONE AND DATA OUTLETS AT CASHWRAP (JACKS MUST BE LABELED Mill A PERMANENT MARKER W1TN TELEPHONE NUMBERS). FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. 10 11 QUADPLEX RECEPTACLE FOR CASHWRAP. 12 DUPLEX RECEPTACLE 0 36" A.F.F. FOR MICROWAVE OVEN 13 DUPLEX RECEPTACLE FOR D.M.C. PROVIDED REFRIGERATOR. 17 DUPLEX RECEPTACLE (WITH ISOLATED GROUND) FOR CASH REGISTER. MOUNT RECEPTACLE ON WALL, 6 FEET ABOVE FINISHED FLOOR FOR STEREO SYSTEM. EXTEND 1/2" CONDUIT AND AND (3) 22 GA. SPEAKER WIRE TO SPEAKER LOCATIONS SHOWN ON SHEET E1.1. CONTRACTOR TO FURNISH AND INSTALL RJ -11 JACK FOR THE TELEPHONE LINE DEDICATED TO FUTURE SECURITY SYSTEM. (CONTRACTOR PROVIDE WIRING FROM _ 771E TELEPHONE BOARD TO RJ 11 JACK.) (M\ DEDICATED DUPLEX RECEPTACLE FOR FUTURE SECURITY SYSTEM. WATERPROOF G.F.I. RECEPTACLE MOUNTED AT 42" A.F.F. 18 NEW OUTLET BY G.C. CONTRACTOR TO INSTALL ALL CONDUIT FOR TELCO EQUIPMENT D.M.C. COMMUNICATIONS VENDOR TO INSTALL FIXTURES r ►i ll. . JI 'We ® 0 • O • B -32 ■ B -18 B - ADJACENT TENANT CONDUITS AT CASHWRAP TO BE S BBED UP 1 ". RUN FLEX CONDUIT TO RECEPTACLLL�S MOUNTED AT BACK OF CASHWRAP. CONDUIT FOR PHONE AND DATA RECEPTACLES IS NOT REQUIRED. (FIXTURES TO BE INSTALLED AS SHOWN IN CASHWRAP PLAN DETAIL.) B -40 POWER GENERAL NOTES 1. CONTRACTOR IS REQUIRED TO READ THE SPECIFICATIONS AND REI4EW'THE DRAWINGS OF ALL DIVISIONS OF WORK CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DII4SIONS OF WORK. IT IS THIS CONTRACTOR'S RESPON- SIB/UTY TO PROVIDE ALL THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "1HRU- WIRING" WHERE AND WHENEVER POSSIBLE. .3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT 4. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL UTILIZE #12 CONDUCTORS MINIMUM; 101'-0" TO 150' - 110, 151 =0" TO 250' -0" #8 ; 251=0" AND ABOVE - /6. 5. PLACEMENT OF ALL RECEPTACLES IN 7HE "SALES" AREA SHALL BE INTENTIONAL (l.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS). IF RECEPTACLE IS NOT SHOW IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. MOUNT AT 15" A.F.F. UNLESS NOTED OTHERWISE. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SEE SHEET E1.2 FOR DETAILS, SCHEDULES, AND SPECIFICATIONS 7. IN STORES THAT CALL OUT FOR THE INSTALLATION OF WALL SYSTEM, ALL RECEPTACLES ARE TO BE INSTALLED SO MAT THEY ARE FLUSH TO THE FACE OF 1HE WALL SYSTEM. ADJACENT TEN O III Alk ral O B -4 LIM ELECTRICAL LEGEND * ** NEW FIXTURES ARE BOLD * ** : ISOLATED GROUND DUPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE 0 FLOOR MOUNTED DUPLEX RECEPTACLE FLOOR MOUNTED QUADPLEX RECEPTACLE LEI 0 TELCO EQUIPMENT DISCONNECT SWITCH JUNCTION BOX WALL SWITCH $ Di 1000 WATT SLIDE TO OFF DIMMER $ D2 1500 WATT SLIDE TO OFF DIMMER WIRELESS SENSOR / ANNUNCIATOR CEDE IEWED F R COMPLIANCE APPROVED DEC 0 3 2009 ty of Tukwila BUILDING DIVISION QUADPLEX RECEPTACLE 2 INPUT COMMUNICATION OUTLET CA T5 INTERNET CABLE DUPLEX RECEPTACLE INDICATES ACCESS PANEL IN BOTTOM OF CASHWRAP (TYP OF 2) SCALE NTS FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX LANDLORD NOTES LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UIIUZING THE LANDLORD SUPPLIED CABLE TRAY. ANY OTHER WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. LANDLORD NOTES LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVE ✓URISDICTTON. TENANT SHALL CONTRACT LANDLORD'S DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORD DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO LOCAL FIRE MARSHALL'S OFFICE. 2. TENANT SHALL FURNISH AND INSTALL DUCT DETECTORS WITH REMOTE TEST SWITCH AND LED INDICATOR LIGHTS IN SUPPLY AND RETURN MAINS FOR EACH TENANT VAV UNIT AS REQUIRED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA RI BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE W17N THIS EDITION. 2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 14I7H ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANT ON 1HE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE W11H LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA. � J CASHWRAP ELEVATION (EMPLOYEE SIDE) GROMMET IN COUNTERTOP 2 INPUT COMMUNICATIONS OUTLET ISOLATED GROUND DUPLEX CA T5 INTERNET CABLE CASHWRAP PLAN SCALE NTS t:os ZiL1 RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. -W'h - -- EMPLOYEE SIDE 1-6 CASHWRAP FLEX CONDUIT FLOOR MOUNTED JUNCTION BOX RIGID CONDUIT (IN CONCRETE SLAB). SEE PLAN FOR TRENCHING INFO. � QUADPLEX RECEPTACLE F CASHWRAP CUSTOMER l J INDICATES "CHASE" IN CABINET BIM./ DECK ONLY. G.C. TO FIELD CUT ACCESS PANEL (AS REQUIRED FOR CONDUIT) INDICATES ACCESS PANEL IN BOTTOM OF CASWRAP. (TYP OF 2) RECEIVED NOV 18 2009 PERMIT CENTER *ALL ELECTRICAL FIXTURES ARE TO BE SUPPLIED AND INSTALLED BY G.C. se) AR� A pER AND N► OV AL A� RED REQD DMC STORE # 4083 RELOCATION MALL CONCOURSE "MOTHERHOOD" LIGHTING FIXTURE SCHEDULE NOTE FIXTURE TO BE FURNISHED BYD.M.C. UNLESS NOTED OTHERWISE. SYMBOL DESCRIPTION MANUFACTURER / PART NO. LAMP / VOLTS WATTS REMARKS A RECESSED INCANDESCENT DOWN LIGHT - STOREFRONT LIGHTING CONTECH L38 /3801 WIT 80PAR38 /HIRFL, 120V. 80 G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION 4' POWER TRACK (LENGTH AS NOTED) CONTECH TRACK (WHITE) 2, 4, 6, & 8 FT. POWER TRACK LENGTHS - - 120V. - - TRACK TO BE MOUNTED TO THE LAY IN CEILING GRID. , RECESSED 2 x 4 FLUORESCENT LIGHT - RELOCATED UGHT 67 W PAR 38 TRACK HEAD SIDE CENTER FOCAL LIGHT CONTECH CTL838 /2P GIMBAL RING FIXTURE (WHITE) 67PAR /HIR + / FL25 120V. 67 r L ___ EX 4' (1) LAMP FLUORESCENT STRIP CRESCENT ELECTRO #SCF132B N /C BALLAST II1N (1) F032/835 120V. 32 SURFACE MOUNTED ON CEILING. LINEAR FLUORESCENT UTILITY WALL LUMINAIRES NEW ENGLAND ACB215WRSW 15W -T12 120V 30 MOUNTED IN CLOSET ABOVE DOORS. 1 I H EXIT UGHT CRESCENT IfSCF132B INCLUDED 120/277 12 RED LETTERS ON WHITE BACKGROUND W/ BATTERY PACK FOR 90 MINUTE EMERGENCY DUTY SEE PLAN FOR LOCATION(S). DRAWN BY C.M. LIGHTING PLAN El i =A EMERGENCY LIGHT CRESCENT #CPELW2E INCLUDED 120/277 - - BACK MOUNTED DOUBLE HEADED EMERGENCY LIGHT W M/ BATTERY PACK. ® SPEAKER "ATLAS SOUND" STRATEGY SERIES IL fAP62T40 -5041 ' - 6" COAXIAL SPEAKER PURCHASED BY CONTRACTOR THRU "ATLAS SOUND" (800) 876 -3333 ARCHITECT OF RECORD: CWA C O R T L A N D M O R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: REMARKS GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS RECESSED 2 x 4 FLUORESCENT LIGHT - GENERAL LIGHTING D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION (NL) MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 60/9/11. :3f1SSl DESCRIPTION: RECESSED 2 x 4 FLUORESCENT LIGHT - RELOCATED UGHT G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION R r L ___ EX RECESSED 2 x 4 FLUORESCENT LIGHT - EXIST ° G UGHT LOCATION ORIGINAL DATE 01 :ON RECESSED INCANDESCENT UGHT - GENERAL LIGHTING G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION REV. DATE: DRAWN BY C.M. LIGHTING PLAN El i EXISTING LIGHTING FIXTURE SCHEDULE (BY LANDLORD) SYMBOL DESCRIPTION REMARKS RECESSED 2 x 4 FLUORESCENT LIGHT - GENERAL LIGHTING G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION EX RECESSED 2 x 4 FLUORESCENT UGHT EMERGENCY LIGHTING G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION (NL) RECESSED 2 x 4 FLUORESCENT LIGHT - RELOCATED UGHT G.C. TO CLEAN AND REFURBISH TO UKE NEW CONDITION R r L ___ EX RECESSED 2 x 4 FLUORESCENT LIGHT - EXIST ° G UGHT LOCATION DASHED LIGHT INDICATES ORIGINAL PLACEMENT FOR LIGHT FIXTURE. RECESSED INCANDESCENT UGHT - GENERAL LIGHTING G.C. TO CLEAN AND REFURBISH TO LIKE NEW CONDITION NOTE REPLACE ANY /ALL BURNED OUT LAMP. FIELD VERIFY EXISTING LAMP TYPE, THERE SHOULD BE NO MIXING OF COOL AND WARMLAMPS. REPLACE MTH COOL LAMPS AS /IF REQUIRED. NOTE G.C. TO VERIFY IN FIELD THAT ALL EXISTING 2x4 UGHTING ARE 277V LIGHTING PLAN SCALE 1/4" = 1' - -0" MALL COMMON AREA ADJACENT TENANT LANDLORD NOTES 1. TENANT'S UGHANG AND UGHANG CONTROLS SYSTEM SHALL COMPLY MTH THE WASHINGTON STATE NON RESIDENTIAL ENERGY CODE. 2. STORE FRONT SIGNAGE AND LIGHTING TIME CLOCKS SHALL BE SET TO MALL'S OPERATING HOURS. GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA WILL BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE WITH THIS EDITION. 2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS. 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE F/RE RATED. 4. TENANT ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. 5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTF1ELO'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK 6. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA. LIGHTING GENERAL NOTES 1. CONTRACTOR IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW THE DRAWINGS OF ALL DIVISIONS OF WORK CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPON- SIBILITY TO PROVIDE ALL THE SUBCONTRACTORS KITH A COMPLETE SET OF BID DOCUMENTS 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. 3. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL UTILIZE #12 CONDUCTORS MINIMUM; 101' -O" TO 150' - #10, 151' -0" TO 250' -0" - # ; 251' -0" AND ABOVE - #6. 4. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SEE SHEET E1.2 FOR DETAILS, SCHEDULES, AND SPECIFICATIONS go VIEWED -F APP ROVFO CODE COMPLIANCE DEC 0 3 2009 City otTukwila BUILDING DIVISION 1)0 RECEIVED Id0v118 2009 PERMIT CENTER POWER LIGHTING PLAN - CODED NOTES 0 TENANT FURNISHED 'OPTEX' WIRELESS MOTION SENSOR (BRACKET AND INSTALLA AON BY CONTRACTOR). MOUNT NEAR THE STOREFRONT OPENING. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 2O CE/UNG MOUNTED TOILET EXHAUST FAN BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO WIRE THRU LIGHT SWITCH. 3O LOCATION OF UGHT SWITCHES FOR 'SALE' AREA LIGHT FIXTURES, ONE PER CIRCUIT GANG NO MORE THAN (4) TOGETHER (STACK AS REQUIRED). FIELD VERIFY EXACT LOCATION AND REQUIREMENTS, STOREFRONT FIXTURES AND STAGGERED SIGN FIXTURES ARE NOT INCLUDED. 4O 120V, 10, 20 AMP CIRCUIT FOR STOREFRONT SIGN. FURNISH WITH DISCONNECT MEANS PER N.E.C. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 0 EXTEND 1/2" CONDUIT FROM SPEAKER BACK TO STEREO SYSTEM. SPEAKERS SHOWN FOR INTENT FINAL PLACEM T AND QUANTITY DETERMINED BY MUSIC ve ' 0 PROPOSED LOCATION OF STEREO EQUIPM USED DMC STORE # 4083 RELOCATION MALL CONCOURSE EX. PANEL B Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted U.. ` 2 '11! 11 a A• NEMA 1 : 11= , : • • ► I e ■ � MI :MCCCPTI: Or Mill7 Y•lNl:A:[•P► t • : ►i : :el D■■ :.: 3/101 SPARE . : ' •► EX. 75 KVA XFMR 1G■ 4951 1/20 ii 60 /9 /ll :3f1SSI 1/20 1/20 12 SHOW WIN. RECEPT. 1501 2 ■ E■ T 6 R R TRA K . 11, 12 1 21 ■ ■E 1 21 12 • W WIN. RE E'T. • &, 4 AMPS AT 120/208V = / 360 = AMPS AMPS AT 277/480V. = 21600 / 831 = 25.9 AMPS 5 S 12 0 ni N 1/20 1 21 E ■ E ■Ei/F11 Oli'�MA:vat;i 1/20 1 21 12 ':: GFI RECEPT. SPARE 181 ELECTRICAL SPEC.'S & DETAILS E1 E • . E • ' - 1 1 1 IRO STOREFRONT LTS IIMMININIIIM I 11 TRACK LIGHTING b I bi;i Iltei :Iii iMEN 201 1111111MW11111MI I s 12 Mil 20 rJ'MFS E■■ E E ■■nl 1 20 ILT I 1 .1 _ E _ SPARE _ • :.: - :: _ • 1 :11741 In 1 111111rimemomirocciElE11111111111111MINIM SPARE C 1113h ozoo. ► meiz a s1o1m►/►raturramim 1120 21 CLOSET /RR ID'S 0 • 12 _ pQm]■■ E( I ►Qi] 1 20 ■E■ SPARE 1 20 12 SENSOR 180 22 LD BM SPARE SPARE 24 19 SPARE 25 • i 'Ill 1/90 1 1/20 SPARE 20 21 SPARE 1/20 4 1/20 SPARE 22 23 SPARE KI M ' �: _ 1 20 Ma 1 ■ ■E .1 lEPII : It 1111111111111117E51 11 D • .. rn SPARE pi m i mi]■E■g/FZIi • 1 sIfrD]O■■WM 1 20 ■ E ■ 1 20 12 REFRIGERATOR morn 34 r A - :: 33 SPARE SPARE M PARE SPARE MO 12 I R•WAVE IIIENONIFI IRO ':: 20 ■■ 0_ ' 38 -I; _ _11 1 MN ■■ EI1/►1 E ■11 1 Ei IR :D 1►iumiom PARE IllEmarra EN EN PARE TOTAL LOAD PHASE 'A' 4950 REMARKS TOTAL LOAD PHASE 'B' 4982 (TC) TIME CLOCK CONTROLLED TOTAL LOAD PHASE 'C' 5040 ( -) VIA CONTACTOR (a or b) (LD) LOCK -ON DEVICE TOTAL LOAD ALL PHASES 14972 WATTS (IG) ISOLATED GROUND 41.59 AMPS (HR) HACR RATED CB (SD) SWITCHING DUTY CB EX. PANEL H Service: Mai 277/480 Volts 3 Phase 5: 225 Amp . Crcuit Breake 4 Wire 125 Amp Cabinets: Surface Mounted - otal Watts: 21594 NEMA 1 : ►i .I :' •Li 1L 1500, / : 10 :.: 3/30 : :el D■■ :.: 3/101 ► : 1 . : ' •► EX. 75 KVA XFMR 1G■ 4951 .I 2 : ►i 60 /9 /ll :3f1SSI 1 EX. VAV HR 11 1 11 ■ E■ 4• :2t■ 50' • 6 5 500 ■ ■E TOTAL 21.6 23.7 AMPS AT 120/208V = / 360 = AMPS AMPS AT 277/480V. = 21600 / 831 = 25.9 AMPS REV. DATE: . in 2x4 ALE LT emplionnEn ELECTRICAL SPEC.'S & DETAILS E1 E EMI N E E EXIT LT Rif 1 In STOREFRONT LTS IIMMININIIIM 1/20 ■■I!`ffZi] 1/20 SPARE 13 SPARE SPARE 14 15 SPARE 1/20 i 1120 SPARE 16 17 SPARE 1/20 4 1/20 SPARE 18 19 SPARE 1/90 1 1/20 SPARE 20 21 SPARE 1/20 4 1/20 SPARE 22 23 SPARE 1 20 4 1 20 SPARE 24 W • .. pi m i mi]■E■g/FZIi • 1 ■■si rim +i -.. -:' Inal r A - :: El �►'� SPARE SPARE TOTAL LOAD PHASE 'A' 7218 REMARKS TOTAL LOAD PHASE 'B' 7656 (TC) TIME CLOCK CONTROLLED TOTAL LOAD PHASE 'C' 6720 ( -) VIA CONTACTOR (a or b) (LD) LOCK -ON DEVICE TOTAL LOAD ALL PHASES 21594 WATTS (IG) ISOLATED GROUND 25.99 AMPS (HR) HACR RATED CB (SD) SWITCHING DUTY CB ARCHITECT OF RECORD: wiA C 0 R T L A N D MO R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 - 2308 FAX: (215) 625 -9379 1.2 1.25 1.5 RECEPTACLES MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 1.0 8.0 60 /9 /ll :3f1SSI DESCRIPTION: 1.0 1.5 R.T.U. 4.5 I.25x LARGEST 000P. I X RE IAWAER 4.7 ORIGINAL DATE 01 :'ON TOTAL 21.6 23.7 AMPS AT 120/208V = / 360 = AMPS AMPS AT 277/480V. = 21600 / 831 = 25.9 AMPS REV. DATE: DRAWN BY: C.M. ELECTRICAL SPEC.'S & DETAILS E1 ELECTRIC LOAD TABULATION DESCRIPTION CONNECTED LOAD USE FACTOR DEMAND LOAD LIGHTING 6.4 1.25 8.0 SIGN 1.2 1.25 1.5 RECEPTACLES 8.0 1.0 8.0 WATER HEATER 1.5 1.0 1.5 R.T.U. 4.5 I.25x LARGEST 000P. I X RE IAWAER 4.7 TOTAL 21.6 23.7 AMPS AT 120/208V = / 360 = AMPS AMPS AT 277/480V. = 21600 / 831 = 25.9 AMPS GENERAL NOTES (AS APPLICABLE) 1. COMPLETE SYSTEMS PROVIDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION TO RECEIVE, INSTALL, ADJUST AND PUT INTO OPERATION COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE KITH THE INTENT OF THE CONTRACT DOCUMENTS. PROVIDE PRODUCTS NOT MENTIONED BUT OBVIOUSLY NECESSARY AND INCIDENTAL TO THE COMPLETION OF THIS WORK. 2. SCOPE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING, MECHANICAL WORK AS REQUIRED FOR COORDINATION, POWER DISTRIBUTION, FIRE ALARM SYSTEMS AND INSTALLATION OF MATERIALS 3. UTILITIES: COORDINATE W/TN ALL UTILITY SERICES NOTIFY UTILITIES OF COMMENCEMENT OF WORK. MAKE ALL ARRANGEMENTS FOR TEMPORARY SERI4CES PROIDE ALL WORK AND MATERIALS NECESSARY TO COMPLY W171/ ALL UTILITY REGULATIONS AND REQUIREMENTS. 4. PERMITS: IN ALL NECESSARY PERMITS TO BEGIN AND CONTINUE NITH WORK. PAY IL ASSOCIATED FEES FOR PERMITS AND OTHER MUNICIPAL AND GOVERNING REQUIREMENTS. 5. EXPERIENCE LL WORK SHALL BE PERFORMED BY QUALIFIED DER 7HE SUPERVISION AND DIRECTION OF A SUPERINTENDENT HAVING SUCCESSFUL EXPERIENCE INSTALLING AND SUPERKSING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SIZE AS INDICATED BY CONTRACT DOCUMENTS. 6. REGULATTONS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES, REGULATIONS AND INDUSTRY STANDARDS OF THE N.E.C., U.L., IPCEA, NEMA, A, OSHA, NATIONAL ELECTRIC SAFETY CODE AND ANY LOCAL CODES, WS, ADA, OR ORDINANCES. IN THE EVENT THAT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 7. COSTS AND ND/TIONS: EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY SURVEY THE PROJECT AND BECOME FAMILMR WITH EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND IALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. : BECOME FAMILIAR WITH ALL SPECIFICATIONS, DESIGN CRITERIA, AND EQUIPMENT REQUIREMENTS PRIOR TO ANY EQUIPMENT PURCHASE OR INSTALLATION. REFERENCE SPECIFICATION FOR MATERIALS, AND WORKMANSHIP REQUIREMENTS. ADDITIONAL REQUIREMENTS E GIVEN IN THESE NOTES AND THE DRAWINGS. THERE SHALL BE NO IATION FROM SPECIFOCATIONS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 9. COORDINATTON: COORDINATE WORK WITH ALL OTHER TRADES. GIVE SPECIAL CONSIDERATION TO COORDINATE INSTALLATION OF LIGHTING, SPRINKLER PIPING AND DUCTWORK COORDINATE WALL OUTLET LOCATIONS NITH MILLWORK. COORDINATE WALL SWITCHES WITH DOOR SWINGS VERIFY EXACT LOCATTON, COLOR, AND FINISH OF OUTLETS AND DEVICES WITH DESIGNER, INTERIOR ARCHITECT OR DESIGNATED TENANT REPRESENTATIVE PRIOR TO ATION. 10. PRODUCTS: L PRODUCTS SHALL BE NEW, SPECIFICATION GRADE. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY QED IN THE PRODUCTION OF SPECIFIED PRODUCTS, UNLESS OTHERWISE TED BY DRAWINGS ALL PRODUCTS SHALL BE CONSTRUCTED 7 INSTALLED IN ACCORDANCE MTH NATIONALLY RECOGNIZED AND ACCEPTED STANDARDS AND PROCEDURES. ALL NEW ELECTRICAL DISTRIBUTION EQUIPMENT SHALL MATCH AND BE COMPATIBLE MTH EXISTING EQUIPMENT, BY YPE, APPLICATION AND SHORT CIRCUIT RATING. : ALL ELECTRICAL DISTRIBUTION EQUIPMENT, PANEL BOARDS AND OTHER ENCLOSED EQUIPMENT SHALL BE IDENTWIED AS INDICATED IN THE CONTRACT DOCUMENTS, SAID IDENTIRCATTON ALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED LAMINATED TC NAMEPLATES EACH BRANCH CIRCUIT OVERCURRENT PROTECITON 'E SHALL BE IDENTIFiED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR. EACH BRANCH CIRCUIT SPLICE OR TERMINATION SHALL BE IDENTIFIED BY PANEL AND CIRCUIT DESIGNATION SHOWN ON THE JUNCTION OR OUTLET BOX, OR UPON IND/I4DUAL WIRES IN CASES WHERE MORE THAN ONE OF EACH PHASE CONDUCTOR OCCUR. 13. WIRING :: ALL CONDUCTORS CARR)1NG GREATER THAN 50 VOLTS SHALL BE MINIMUM #12 AWG, SOLID, CU SOFT DRAWN OF 98% CONDUCTII4TY, UNLESS NOTED OTHERWISE INSULATION: PROVIDE TYPE THW, THWN, THHN, OR XHHW TYPE INSULATIONS COORDINATE INSULATION TYPES WITH CONDITIONS, N.E.C. REQUIREMENTS AND CONDUIT fiLL REQUIREMENTS. ALL WIRING SIZES ARE BASED ON 60 OR 75 DEC. C INSULATION, ACCORDING TO CURRENT RATING, REGARDLESS OF ACTUAL INSULATION USED. TYPE 'AC" OR "MC" CABLE IS ACCEPTABLE ONLY WITH TYPE THHN INSULATION. HOME RUNS: PROVIDE MINIMUM #10 AWG WIRING ON ALL HOMERUNS GREATER THAN 100 FEET COLORS: PHASES: 208V WYE 240V DELTA A B C BLACK RED BLUE NEUTRAL WHITE WHITE GROUND GREEN GREEN BLACK ORANGE (HIGH LEG) BLUE 480V BROWN ORANAGE YELLOW WHITE w /TRACER GREEN 14. GROUNDING: ALL CIRCUITS SHALL BE RUN WITH #12 AWG INSULATED GREEN COPPER GROUND WIRE, UNLESS OTHERWISE NOTED. USE OF CONDUIT AS A GROUND IS UNACCEPTABLE. AT SERVCE• PROVIDE BONDING JUMPER BETWEEN GROUND BUS AND NEUTRAL BUS. PROVIDE GROUNDING ELECTRODE CONDUCTORS AND GROUNDING ELECTRODES PER NEC. 15. CONDUIT ALL WIRING SHALL BE IN CONDUIT, MINIMUM 1/2" (E.M. T IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY). FLEXIBLE METAL CONDUIT IS ACCEPTABLE ONLY WITH SEPARATE INSULATED GROUND WIRE, AND ONLY FOR SWITCH DROPS OR LIGHTING FIXTURE WHIPS, ENT, ALUMINUM CONDUIT, NM ( "ROMEX "), NM AND SNM ARE NOT ACCEPTABLE. RIGID CONDUIT CONDUIT OVER 2" IN DIAMETER, OR EXPOSED TO WEATHER, OR EXPOSED TO POTENTIAL DAMAGE, OR USED FOR SERICE ENTRANCE SHALL BE GALVANIZED RIGID STEEL TYPE. PVC CONDUIT PVC CONDUIT, MINIMUM SCHEDULE 40, IS ACCEPTABLE ONLY FOR USE BELOW GRADE, AND ONLY WHEN INSTALLED WITH WIDE RADIUS RIGID STEEL TURNS ROUTING :: CONDUIT ROUTING SHOWN IS SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FiT ACTUAL FIELD CONDITIONS BELOW GRADE: COVER METALLIC CONDUIT BELOW GRADE WITH ASPHALTUM OR B/TUMASTIC TAPE SEAL JOINTS AGAINST WATER. 16. CONDUIT FITTINGS. ALL FITTINGS SHALL BE COMPRESSION OR THREADED TYPE. USE OF SET SCREW FITTINGS IS NOT ACCEPTABLE. 1Z CIRCUIT BREAKERS. ALL BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICES SHALL BE 20 AMPERE INVERSE AVE TYPE CIRCUIT BREAKERS UNLESS NOTED OTHERWISE. 120/240 VOLT CIRCUIT BREAKERS SHALL BE RATED AT 10,000 AIC MINIMUM, MULTI -POLE BREAKERS SHALL BE INTEGRAL UNITS. USE OF HANDLE TIES IS NOT ACCEPTABLE. 18. FUSES: ALL FUSES 600 AMPERES OR LESS SHALL BE U.L. LISTED CLASS RK1 OR J, LOW -PEAK, DUAL ELEMAENT, TIME DELAY, 600 VOLT ACCEPTABLE MANUFACTURERS: BUSSMAN, GOULD SHAWMUT. 19. PENETRATIONS: ALL PENETRATIONS THROUGH FIRE - RATED SLABS AND PARTITIONS SHALL BE FIRE PROOFED TO THE SAME OR GREATER RATING THAN THAT OF THE SLAB OR PARTITION. WHERE CONFLICTS OCCUR, NOTIFY ARCHITECT OR INTERIOR DESIGNER. 20. ALTERNATES & SUBSTITUTIONS: SUBMIT FOR APPROVAL ALTERNATES OF ALL ITEMS SPECIFIED ON THESE DRAWINGS. THE CONTRACTOR SHALL BEAR THE BURDEN OF SHOWING PROOF THAT ALTERNATIVES REQUESTED FOR. SUBSTITUTION PERFORM IN AN EQUAL OR SUPERIOR MANNER TO THE SPEC /F/ED ITEM. INFORMATION SUBMITTED FOR THE ENGINEER'S CONSIDERATION SHOULD INCLUDE PERFORMANCE CHARACTERISTICS, ILLUSTRATION OF FIELD APPLICATION AND COMPARISON OF THE SPECIFIED ITEM TO THE INTENDED ALTERNATE: "ALTERNATE" REFERS TO A LUMINAIRE, FIXTURE, DEUCE EQUIPMENT ITEM OR MANUFACTURER OTHER THAN THAT SPECIFIED ON THE DRAWINGS OR IN THE SPEC / RCATIONS 21. SHOP DRAWING AND SUBMITTALS SUBMIT MANUFACTURERS' STANDARD PRODUCT INFORMATION, PERFORMANCE SPECIFICATIONS, PHYSICAL DIMENSIONS AND OTHER INFORMATION NECESSARY FOR ENGINEER TO INSURE COMPLIANCE WITH SPEC / RCATIONS SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT. 22. PROJECT RECORD DOCUMENTS UPON COMPLETION OF WORK, PREPARE LIGHTING AND POWER PROJECT RECORD DOCUMENTS "AS- BUILTS ") ON A SUITABLY REPRODUCIBLE MEDIUM (MYLAR OR VELLUM PRESENT COMPLETED DRAWINGS TO OWNER, AND TWO SETS OF PRINTS TO INTERIOR DESIGNER OR ARCHITECT "AS- BUILT" DRAWINGS SHALL INCLUDE BRANCH CIRCUIT WORK, ANY PANELBOARD INFORMATION AVAILABLE, FINAL SWITCHING, ETC. 23. WARRANTY WARRANT ALL MATER IALS, EQUIPMENT, AND INSTALLATION FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. GENERAL LIGHTING NOTES (AS APPLICABLE) 1. FIXTURE TYPES :: REFERENCE LIGHTING FIXTURE SCHEDULE AND REFLECTED CEILING PLAN FOR COMPLETE DESCRIPTION OF EACH FIXTURE TYPE. LIGHT FIXTURES ARE IDENTIFIED BY LETTERS AND SYMMBOLS 2. SWITCH LOCATIONS: TYPICAL SWITCHING SHALL BE SHOWN. 3. EXIT SIGNS: FURNISH EXIT SIGNS KITH INTEGRAL 90 MINUTE NICKEL - CADIUM BATTERY BASED EMERGENCY POWER SOURCE. 4. EMERGENCY LIGHTING :: SUPPLY EMERGENCY FTX7URES WI1N INTEGRAL 90 MINUTE BATTERY. 5. FXTURE LOCATIONS: REFERENCE REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF LIGHT FIXTURES, COORDINATE INSTALLATION IN FIELD WITH TENANT AND ENGINEER. COORDINATE AIMING OF ADJUSTABLE FIXTURES IN FIELD WTN TENANT 6. INSTALLATION: WIRE FROM JUNCTION BOXES TO FIXTURES OR SWITCHES AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOWN. 7. SUPPORT ALL FTXYURES ACROSS CEILING TEES OR FROM STRUCTURE ABOVE. IN NO CASE SHALL CEILING TILES OR PLASTER CEILING SUPPORT ANY fXTURE. GENERAL POWER NOTES (As APPLICABLE) 1. GENERAL: VERIFY EXACT LOCATION OF OUTLETS AND DEVICES WITH OWNER PRIOR TO INSTALLATION. PROVIDE OUTLET BOXES, DEUCES, COVERPLA YES AND FLANGES AS REQUIRED. 2. COORDINATION: MOUNT ALL OUTLETS AT 15" A.F.F. UNLESS NOTED OTHERWISE. REFERENCE ARCHITECT'S DRAWINGS, PLANS, & ELEVATIONS FOR ALL HEIGHTS, DIMENSIONS AND CONFIGURATIONS OF DEICES NOT INDICATED ON THESE DRAWINGS REFERENCE SAME DRAWINGS FOR EQUIPMENT NOT IDENTIFIED. 3 CONVENIENCE OUTLETS: ALL CONVENIENCE OUTLETS SHOWN SHALL BE NEMA TYPE 5 -20R, SPECIFICATION GRADE (HUBBELL #5352) DUPLEX RECEPTACLES WITH COVERPLATES TO MATCH EXISTING. WHITE COLOR. ACCEPTABLE MANUFACTURERS: HUBBELL LEV iTON PASS & SEYMOUR FLOOR SERVICE BOXES: PROVIDE STEEL CITY CONCEALED SERVICE FLOOR BOXES CONFIGURED AS INDICATED ON PLAN. PROVIDE POWER, COMMUNICATIONS, DATA & SECURITY WHERE SHOWN. PROVIDE /GAB CAST PRESET FOR WORK IN CONCRETE. 4. IG & GF1 RECEPTACLES: ALL ISOLATED GROUND DEVICES (IG) AND GROUND FAULT INTERRUPT (GFI) DEVICES SHALL BE RATED 20 AMPERES AND SHALL HAVE A DEDICATED INSULATED GREEN GROUND WIRE. THE GROUND WIRE SHALL BE RUN CONTINUOUS AND UNSPUCED BETWEEN DEVICE AND PANEL GROUND BUS. 0 120V PRI. N EXISTING DISCONNECT SOCKET (EXISTING) METER BY UTILITY CO.) ISOLATED GROUND RECEPTACLES SHALL BE U.L. LISTED 20 AMPERE (HUBBELL #IG- 5352). GROUND FAULT RECEPTACLES SHALL BE U.L. LISTED, RATED 20 AMPERES (HUBBELL #GF- -5362) 5. TIMECLOCKS :• PROVIDE EZ CONTROLS 24 -HOUR, 7 -DAY 71MECLOCK TO CONTROL SIGNS, LIGHTING AND OTHER CYCLIC LOADS IDENTIFIED BY OWNER'S REPRESENTATIVE. PROVIDE CONTACTORS AS REQUIRED. VERIFY EXACT LOCATION AND WIRING REQUIREMENTS. 6. INSTALLATION: DROP FROM JUNCTION BOXES TO DEVICE AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOW. 7 EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. SPECIAL SYSTEM NOTES (AS APPLICABLE) 1. TELEPHONE SYSTEM: PROVIDE BACKBOARDS, CONDUITS AND WIRING AND /OR EMPTY CONDUIT WITH PULL STRING (SEE POWER PLAN FOR EXACT LOCATIONS AND REQUIREMENTS.) COORDINATE WORK WITH TELEPHONE SUPPLIER. COORDINATE ALL CONDUIT ROUTING WITH FIELD CONDITIONS PROVIDE CONDUIT FOR TRUNKS, PROVIDE CONDUIT FOR RUNS EXPOSED TO WEATHER OR DAMAGE 2. TELEPHONE / DATA RECEPTACLES: FURNISH AND INSTALL CONDUITS FROM OUTLETS TO A MINIMUM 6" ABOVE CEILING. FIELD VERIFY EXACT REQUIREMENTS WITH TELEPHONE EQUIPMENT SUPPLIER AND INSTALLER. CONTRACTOR IS TO FURNISH AND INSTALL CONDUIT PRIOR TO PHONE VENDOR INSTALLATION DATE. 3. FIRE ALARM: VERIFY FIRE ALARM REQUIREMENTS IN FIELD WITH LOCAL AUTHORITY HAVING JURISDICTION. FURNISH AND INSTALL NEW INITIATION AND ANNUNCIATION DEVICES. PROVIDE HIRE AND CONDUIT FOR TYING NEW FIRE ALARM INITIATING AND SIGNALING DEVICES TO NEAREST AVAILABLE FIRE ALARM INITIATING ZONE VERIFY EXISTING FIRE ALARM SYSTEM HAS CAPACITY FOR ADDITIONAL EQUIPMENT PROVIDE ADDITIONAL CAPACITY AS REQUIRED FOR NEW EQUIPMENT MEET ALL A.D.A. REQUIREMENTS. ELECTRICAL RISER DIAGRAM NOTES: 1. TENANT'S ELECTRICAL CONTRACTOR SHALL COLOR CODE FEEDER CONDUCTORS AT TENANT METER CENTER TO DESIGNATE PHASE NEUTRAL AND GROUND. 2. TENANT'S ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT K.A.I.C. RATING OF LANDLORD'S DISTRIBUTION EQUIPMENT 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% ( +) BETWEEN PHASES: A /B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT 5. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH A TYPEWRITTEN DIRECTORY FOR ALL ELECTRICAL PANEL ( ;„,)DELIVERY BUZZER SCHEMATIC SCALE 1/4" = EXIST 4 #1 /0 THWN, 1 #6 GND IN 2 " REAR DOOR PUSH BUTTON. _L7.------ 125/3 LANDLORD'S ELECTRICAL DISTRIBUTI ❑N BOARD 277/480 V 3PH 4W SERVICE - "SALES" BUZZER AT CASH WRAP. LEASE -0 LINE (1) LIGHTING CONTACTORS - 12 POLE ASCO 917 STANDARD NEMA WITH MECHANICALLY HELD ASCO 173 REC'D SWITCHES MTD. +48" A.F.F. (1 ® PANEL H). ELECTRICAL RISER DIAGRAM NOTE ALL CONDUCTORS SIZED FOR 75 DEGREE C. EXIST 4 11/0 THWN, 1 /6 GND IN 2" C. I EX (3) #1 /0 THWN, (1)#6 GND, IN 1 -1/2" C. SALES AREA H -7, 9 SALES FLUORESCENTS . SALES AREA B- 11,13,15 TRACK LIGHTS a 125A 3A EXIST PANEL H 277/480V 3PH 4W 100A MASTER LIGHTING SWITCH BANK NO SCALE f EX 30AMP DISC. AT VAV -1. VLF. CID- EX (3) #10 THWN, (1) #8 GND, IN 3/4" C. EXIST PANEL B 120/208V 3PH 4W 225A ' b ' EX (4) #4/0 THWN, (1) #2 GND, IN 2 -1/2" C. VLF. (EX) 75 KVA TRANSFORMER (DRY TYPE STEP DOWN FROM 480V TO 208/120V W / 1 94 GROUND TO BLDG. STEEL PER NEC /250) (1) LIGHTING CONTACTORS - 12 POLE ASCO 917 STANDARD NEMA WITH MECHANICALLY HELD ASCO 173 RECD SNITCHES MID. +48" A.F.F. (1 0 PANEL 8). TIME CLOCK (24 HR.) CALENDAR TYPE (4 POLE, 40 AMP) CEILING LINE q- z41 REVIEWED FOR CODE COMPLIANCE 41313PWP41 /Wf=o DEC 0 2 tuuJ City of Tukwila I BUILDING ()NOON IOf LANDLORD NOTES 1. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANTS MAIN DISCONNECT SWITCH IN LAN RD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE- EIGHTH INCH T HICK PLASTIC, BLACK ON WN/7E AND ETCHED LETTERS. T/ UM SIZE SHALL BE ONE INCH (1�) WITH ONLY THE TENANTS SPACE NUMBER ENGRAVED 0 SUCH, PERMANENTLY AFFIXED. 2. ELECTRICAL CONTRACTOR SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE 3. LANDLORD PROVIDED DISCONNECT MEANS FOR TENANT IN A LANDLORD ELECTRICAL ROOM AS WELL AS CONDUIT AND CONDUCTORS (FEEDER) FROM 7HE MAIN DISCONNECT MEANS TO A LANDLORD PR ICED SED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE IF NEEDED TO ACCOMMODATE TENANT PROVIDE C D SCO THE SNITCH AND ASSOCIATED FEEDER SHALL FURNISH AND INSTALL CONDUIT AVD CONDUCTORS FROM FUSED DISCONNECT SWITCH TO TENANTS MAIN FUSED DISCONNECT SNITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANELBOARD. LANDLORD NOTES LANDLORD WILL PROVIDE A COMMUNICATION CABLE 7RA Y LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING 7HE LANDLORD SUPPLIED CABLE TRAY. ANY OTHER WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. RECEIVED NOV 18 2009 PERMIT CENTE° SEPARATE PERMIT AND APPROVAL REQUIRED DMC STORE # 4083 RELOCATION ARCHITECT OF RECORD: t C O R T L A N D M O R G A N A R C H I T E C T 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: DON PENN CONSULTING 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TX 76051 PHONE: (817) 410 -2858 FAX: (817) 251 -8411 POC. MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 PROJECT MANAGER: ROMAN GOODFELLOW PHONE: (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 60/9/14 :MSS! DESCRIPTION: ORIGINAL DATE 01 REV. DATE: RAWN BY: C.M. it It MECHANICAL PLAN MPI MECHANICAL PLAN SCALE. 1/4" = 1' - -0" MALL COMMON AREA MECHANICAL - CODED NOTES 0 EX /STING SMOKE DETECTOR IN AIR DUCT TO SHUT DOWN UNIT UPON SENSING SMOKE. VERIFY IN FIELD. PROVIDE NEW IF NOT EXISTING. TOILET EXHAUST FAN, PENN VENTILATOR #Z5H (OR EQUAL) 120V, 1; 75 CFM FURNISHED AND INSTALLED BY MECH. CONTRACTOR, FINAL HIRING BY ELECTRICAL CONTRACTOR. EXTEND 6 ' DUCT TO EXISTING (FIELD VERIFY) TOILET EXHAUST DUCT OR ROOF CAP. RELOCATE EXISTING THERMOSTAT FOR VAV -1 AS SHOWN. VERIFY IN FIELD. EXISTING MANUAL DAMPER AT DIFFUSER. VERIFY IN FIELD. EXISTING VAV UNIT TO REMAIN. G.C. SHALL INSPECT FOR DEFECTS AND REPORT ANY PROBLEMS TO M W.I. PROJECT MANAGER. EXISTING DIFFUSER TO BE RELOCATED AS SHOWN. CLEAN AND ADJUST AS REQUIRED TO ENSURE PROPER OPERATION AND PAINT FIXTURES TO MATCH CEILING(S). MECHANICAL CONTRACTOR TO EXTEND BRANCH DUCT TO NEW LOCATION AS SHOWN. REBALANCE DIFFUSER AS SHOWN. FIELD VERIFY EXACT LOCATION & REQUIREMENTS. (IF APPLICABLE) EXISTING RETURN GRILLE TO BE RELOCATED AS SHOWN. VERIFY IN FIELD. T.G.C. SHALL REUSE EXISTING MAIN TRUNK LINE OF DUCTWORK REMOVE EXIS77NG BRANCH DUCTS AND FLEX PROVIDE NEW BRANCH DUCTS TO RELOCATED DIFFUSERS PER SCHEDULE. CAP AND SEAL ALL UNUSED DUCTWORK OR OPENINGS AIRTIGHT. BALANCE ACCORDINGLY. EXISTING 16 "0 INLET FOR VAV EXIS77NG OPENING ABOVE CEILING. FIELD VERIFY. NOTES: EXISTING SUPPLY AIR AND RETURN AIR MAIN DUCTS TO REMAIN. FIELD VERIFY EXACT SIZE, LOCATION AND ELEVATION. CAP ALL UNUSED BRANCH DUCTS AND REPLACE INSULA770N AS REQUIRED. NOTES: ALL EX /STING FIRE ALARM DEVICES TO REMAIN. MODIFICATIONS TO ANY EXISTING DUCT MOUNTED SMOKE DETECTOR(S) AND ASSOCIATED WIRING FOR ALARM /SHUT -DOWN SYSTEM TO BE PERFORMED BY LANDLORD APPROVED HVAC CONTRACTOR AT TENANT'S EXPENSE. NOTE EXISTING S.A. DIFFUSERS AND R.A. GRILLES ARE TO BE REUSED. CLEAN AND ADJUST AS REQUIRED TO ENSURE PROPER OPERATION AND PAINT FIXTURES TO MATCH CEILING(S). EX /STING SUPPLY AIR AND RETURN AIR MAIN DUCTS TO REMAIN. FIELD VERIFY EXACT SIZE, LOCATION AND ELEVATION. CAP ALL UNUSED BRANCH DUCTS AND REPLACE INSULATION AS REQUIRED. ADJACENT TENANT MECHANICAL GENERAL NOTES 1. CONTRACTOR IS REQUIRED TO READ THE SPECIF/CA77ONS AND REVIEW THE DRAWINGS OF ALL DIVISIONS OF WORK CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK IT IS THIS CONTRACTOR'S RESPON- SIBILITY TO PRIME ALL THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS 2. THE CONTRACTOR SHALL FURNISH AND INSTALL ANY ADD710NAL STRUCTURAL STEEL REQUIRED TO SUPPORT ANY MECHANICAL EQUIPMENT THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WTH THE GENERAL CONTRACTOR AND LANDLORD PRIOR TO BID. 3. THE CONTRACTOR SHALL ENSURE ALL EQUIPMENT, PIPING AND DUCTWORK NOT BEING USED OR SHOWN TO REMAIN IS FULLY REMOVED AND NOT ABANDONED. REFER TO 7HE SPECIFICATIONS FOR ADDl17ONAL INFORMA770N. 4. MAXIMUM FLEXIBLE DUCT LENGTH TO BE 5. SEE SHEET MP1.1 FOR THE MECHANICAL SPECIFICATIONS, SCHEDULES, DETAILS AND PLUMBING STACK AND RISER DIAGRAMS. VAV - NOTES T.G.C. SHALL MAINTAIN DEGREE PER AIN ALL L.L. LL. RETURN AIR OPENINGS (WW /FIRED M ERS IF RIGID) IN DEMISING WALLS TO ENSURE OPERATION OF L.L'S CENTRAL HVAC SYSTEM. MECHANICAL NOTES 1. T.G.C. REPAIR, CLEAN, AND /OR REPLACE DIFFUSERS AS REQUIRED. T.G.C. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT CEILING OR AS SPECIFIED IN ARCHITECTURAL DRAWNGS. 2. T.G.C. SHALL DEMOLISH AND REMOVE ANY EXISTING DUCTWORK AND DIFFUSERS NOT BEING REUSED. 3. ALL EX /STING DUCTWORK, DIFFUSERS, VAV'S AND GRILLES TO REMAIN AND BE REUSED WHERE SHOWN. CAP AND SEAL ALL UNUSED DUCTWORK AIRTIGHT. 4. CONTRACTOR SHALL BALANCE ALL EXISTING DIFFUSERS KITH CFM'S SHOW. 5. EXISTING RETURN AIR OPENINGS IN SOFFITS AND TRANSFERS TO REMAIN AND BE REUSED. 6. EXISTING OUTSIDE AIR TO REMAIN AND BE REUSED. 7. EXISTING T'STA T SHALL BE INSPECTED FOR GOOD WORKING CONDITION. PROVIDE NEW IF REQUIRED. COORDINATE LOCATION WMTH OWNER REPRESENTATIVE ALL DUCT LINER TRANSVERSE EDGES TO BE COATED W/ ADHESIVE IN ACCORDANCE W/ SMACNA STANDARDS (n) MP1.0 r TAPE DOWN EXTERNAL INSULATION. FASTEN W /MIN. (3) SHT. MTL. SCREWS, SEAL W/ DUCT TAPE AND MASTIC. ROUND RIGID OR FLEXIBLE DUCT 1 1/2" WRAPPED INSULATION. IN AREAS ABOVE CEILING. NO INSULATION ON DUCT OVER EXPOSED DECK AREAS. SCALE: N. T S MAIN DUCT REVIEWED FOR CODE COMPLIANCE DEC 0 3 2009 City of Tukwila BUILDING DIVISION 1" ACOUSTICAL LINING. --- • DUCT CONNECTION AN REIN- FORCEMENT IN ACCORDANCE W/ SMACNA 2" W.G. CLASS, SEAL NON- GASKETED TRANS - VERSE JOINTS IN ACCORDANCE W/ SMACNA CLASS "C" (T?P) AIR 1 A TYPICAL ROUND DUCT TAKE -OFF DETAIL FLOW CONICAL OR BELLMOUTH SPIN - IN F/T71NGS, SEAL AIR -TIGHT W/ MASTIC. VOLUME DAMPER LOCA T10N PROVIDE W/ LOCKING QUADRANT 18" LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION. GENERAL LANDLORD NOTES EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA WILL BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE WITH THIS ED/T10N. 2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRA7ING FLOOR SHALL BE F/RE RATED. 4 . TENANT ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. 5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTF/ELD'S ON-SITE TENANT COORDINATORS BEFORE PRECEDING WORK 6. TENANTS CONTRACTOR SHALL PROVDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WTHIN THE DEMISED PREMISES THE PERSON PERFORMING THE F/RE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWMLA. DUCT SIZE OVER 36"x36" SQ. ELBOW W1TH TYPE "A" DOUBLE THICKNESS VANES SCALE N.T.S. VANES PRE - ASSEMBLED ON RUNNER PLATES. USE GALVANIZED VANES FOR GALVANIZED OR ALUMINUM DUCTS. PLA 7E SAME GUAGE AS DUCTS � B � TURNING VANE DETAIL SEPA DUCT SIZE 36 "x33 AND SQ. ELBOW WWI IOVAL THICKNESS VA QUIRED RECEIVED NOV 1 8 2099 PERMIT CENTER DMC STORE # 4083 RELOCATION MALL CONCOURSE ARCHITECT OF RECORD: cy C O R T L A N D M O R G A N ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TEXAS 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ENGINEER OF RECORD: -- 1200 I'H ON L: (t31 I) 41 U -ZtZt1 FAX: (817) 251 -8411 POC: MICHELLE JUDKINS D.M.C. CONTACT DESTINATION MATERNITY CO. 456 NORTH 5TH STREET PHILADELPHIA, PA 19123 I PROJECT MANAGER: ROMAN GOODFELLOW PHONE (215) 873 -2308 FAX: (215) 625 -9379 DESIGNER: ROMAN GOODFELLOW (215) 873 -2308 FAX: (215) 625 -9379 MOUNTING MATERIAL F/N/SH DPR. MA T E R N 1 T Y SOUTHCENTER MALL 1057 SOUTHCENTER - SPACE #1305 TUKWILA, WA 98188 REMARKS MOD. 60/9/R :3nsSi DESCRIPTION: OTHER STEEL ALUM. SD -1 TAWS 24 "x24" 12 "91 • • ORIGINAL DATE 01 :'ON A B C LAY -IN SD -1 TMS 12 "x12" 6 "0 • REV. DATE: A B C LAY -IN DRAWN BY: C.M. MECHANICAL SPEC.'S & DETAILS MPI MECHANICAL GENERAL NOTES (As APPLICABLE) 1. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2 ALL WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND PLUMBERS UNDER THE DIRECTION OF AN EXPERIENCED SUPERVISOR HAVING EXPERIENCE IN INSTALLING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AS INDICATED BY THE CONTRACT DOCUMENTS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF THE STATE AND LOCAL CODES AND IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS. PROVIDE ALL EQUIPMENT MATERIALS, LABOR SUPERVISION, AND SERVICES, NOT PROI'7DED BY THE LANDLORD, AND NECESSARY FOR OR INCIDENTAL TO THE ... - -.... - -.. OF A COMPLETE AND OPERA ANC HVAC, FIRE PROTECTION, AND /OR PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND /OR AS SPEC /F/ED. 5 CONTRACTOR BALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT OR OVER WHICH /E MAY TRANSPORT HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC. AND SHALL REPAIR ANY DAMAGE CAUSED TO MATCH EX/SANG BEFORE DAMAGE. THE CONTRACTOR SHALL COORDINATE AND NOTIFY THE BUILDING OWNER AND OPERATOR FOR APPROVAL AND SCHEDULING OF ALL BUILDING OR EXISTING TENANT SYSTEM 6. CONTRACTOR TALL EXAMINE AND BECOME FAMILIAR Of ALL CONTRACT DOCUMENTS IN THEIR ENT1RETY AND SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDI1TONS AND COPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO 'LURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE OR. Z VERIFY THE CONDITION AND LOCATION OF UTILITIES. ANY ITEMS REQUIRING REPAIR OR RELOCATION TALL BE REPAIRED TO PROVIDE THE TENANT A COMPLETE AND OPERATING MECHANICAL SYSTEM. OBTAIN APPROVAL FROM THE TENANT AND LANDLORD PRIOR TO RELOCATION OF EXISTING SERI CES OR COORDINATE THE RELOCATION OF ANY LANDLORD FURNISHED EQUIPMENT WM WE LANDLORD. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER. PROWDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARY ENGAGED IN THE PRODUCT1ON OF 'ECIF7ED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS OR !L SUCH PRODUCTS SHALL BE LISTED, LABELED, OR CERTIFIED BY UNDERWRITERS LABORATORIES. 9. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. 10. CONTRACTOR .HALL COORDINATE WORK WITH ALL OTHER TRADES. 11. CON1RACTOR HALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR CORRECTIVESS OF SAME. 12 CONNECT NEW WORK TO EXISTING CONSTRUCTION IN NEAT AND APPROVED MANNER RESTORE EXISTTNG WORK IN MAKING SUCH CONNECTION TO PERFECT COND/ AON. 13. ALL WORK ILL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. 14. ALL WORK AND EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE PAYMENT AND ACCEPTANCE. 15 ALL CU171NG AND PATCHING IN CONNECTION WITH THIS TRADE SHALL BE DONE BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 16. STORE MATERIALS IN SPACES DESIGNATED BY OWNER. 1Z REMOVE RUBBISH FROM PREMISES SO OFTEN AS NECESSARY OR DIRECTED. 18. EQUIPMENT ENDED FOR PERMANENT INSTALLATION SHALL NOT BE OPERATED FOR TEMPORARY PURPOSES. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING TAME OVER TO OWNER. 20. SHOP GS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT. THE CONTRACTOR MAY SUBMIT FOR APPROVAL, 10 oA YS PRIOR TO PRESENTATION OF NEGOTIATED PRICE TO OWNER, ALTERNATE MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE DRAWINGS 21. THE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF "AS- BUILT" DRAWINGS FOR ALL WORK PERFORMED ON THE PREMISES (REPRODUCIBLE AND A MINIMUM OF 4 COPIES REQUIRED). 22. SUPPORTS FOR ALL EQUIPMENT AND PIPING SHALL PROVIDE ADEQUATE SLOPE AND ANCHORAGE, CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS INSTALLED, CONSTRUCTED, AND SPACED PER MSS REQUIREMENTS. 23. ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED ON PREFABRICATED FACTORY SUPPLIED UNIT CURBS OR EQUIPMENT SUPPORT SIMILAR TO PATE MODELES -1A OR AS REQUIRED BY LANDLORD. 24. ROOF MOUNTED EQUIPMENT SHALL BE LOCATED IN AREA DESIGNATED BY LANDLORD AS HAVING SUFFICIENT STEEL STRUCTURE SUPPORT. 25. LANDLORD APPROVED STRUCTURAL ENGINEER SHALL VERIFY, CERTIFY, AND SEAL THE ADEQUACY OF THE EXISTING OR NEW STRUCTURE FOR SUPPORT OF THE PROPOSED HVAC EQUIPMENT AND SHALL PROVIDE FOR SEALED DRAWINGS AND CALCULATIONS FOR THE REQUIRED REINFORCEMENT PRIOR TO INSTALLA AON. ASSOCIATED DESIGN AND INSTALLATION COSTS ARE TENANT CONTRACTORS RESPONSIBILITY 26. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM. 2Z ALL ROOF MEMBRANE MODIFICATIONS, REPAIRS, CUTTING, FLASHING, COUNTER FLASHING, PENETRATIONS AND CURB INSTALLATIONS SHALL BE ENGINEERED AND INSTALLATION PERFORMED BY A LANDLORD APPROVED ROOFING CONTRACTOR IN ACCORDANCE WITH LANDLORD'S REQUIREMENTS. ALL ASSOCIATED COSTS ARE TENANT'S CONTRACTORS' RESPONSIBILITY 28. ALL ROOF CAPS SHALL BE COMPLETE W/1H BIRDSCREEN. 29. SEAL AU PENETRATIONS THRU WALLS, FLOORS AND CEILINGS AIR, WATER, AND FIRE TIGHT. 30. PROVIDE ACCESS PANELS FOR ALL CONCEALED EQUIPMENT F/RE DAMPERS, PIPING VALVES, CLEAN OUTS, ETC. 31. TRENCHING, EXCAVATING, BACK FLUNG AND CONCRETE WORK SHALL BE PER OSHA, LOCAL CODE REQUIREMENTS AND LANDLORD'S CRITERIA. 32. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND NOTIFICATION OF ALL OTHER CONTRACTORS EFFECTED BY ANY EQUIPMENT MODIFICATIONS OR SUBSTITUTIONS 33. INSTALL ALL DUCTWORK AND PIPING SO HIGH AS POSSIBLE. ROUTE DUCTS AND PIPES PARALLEL AND PERPENDICULAR TO WALLS UNLESS OTHERWISE NOTED. 34. VERIFY ALL LANDLORD REQUIREMENTS. SPRINKLER SYSTEM NOTES (AS APPLICABLE) 1. THE EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED DUE TO THE NEW CONSTRUCTION TO MEET THE REQUIREMENTS OF NFPA13, THE LOCAL CODE, AND THE TENANT /LANDLORD'S INSURER. PIPING DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE APPROVAL AGENCY AS OUTLINED BY THE CITY SUBMITTAL REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL BE LICENSED TO DO WORK IN THIS STATE ALL PIPING MODIFICATIONS REQUIRED WILL BE INCLUDED IN THIS CONTRACT SPRINKLER HEAD TYPES SHALL BE BUILDING STANDARD (VERIFY WITH TENANT). SPRINKLER CONTRACTOR SHALL PROVIDE TO THE OWNER AND LANDLORD'S REPRESENTATIVE A COMPLETE SET OF SPRINKLER DRAWINGS INCLUDING MOD/RED PIPING LAYOUT AND SPRINKLER LOCA AONS FOR APPROVAL PRIOR TO INSTALLATION. 2. UPON COMPLETION OF THE SPRINKLER SYSTEM, THE SPRINKLER CONTRACTOR SHALL HYDROSTATIC ALLY TEST ALL PIPING PER NFPA AND LOCAL CODE AUTHORITIES PROPERLY FILLED OUT 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERAF/CATE'S' MUST BE FURNISHED TO THE TENANT AND LANDLORD'S PROJECT MANAGER AT THE JOB SITE, AND TO THE TENANT AND LANDLORD'S INSURANCE RATING BUREAU HAVING 'JURISDICTION. 3. ALL SPRINKLER PIPING SHALL MATCH EXISTING. H. V.A.C. GENERAL NO TES(AS APPLICABLE) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND WORKING SYSTEM WITHIN THE CONSTRAINTS OF THE EXISTING STRUCTURE AND NEW CEILING SYSTEM. 2. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER ASHRAE AND SMACNA STANDARDS AND THE STATE MECHANICAL CODE. THIS INCLUDES (BUT IS NOT LIMITED TO) SEALING AU DUCTS, SPLITTERS (OR SIMILAR BALANCING DEVICES) AT MAJOR DUCTWORK BRANCHES, EXTRACTORS AT MINOR DUCTWORK BRANCHES, DOUBLE WALLED ACOUSTIC TURNING VANES IN ELBOWS, SPLITTERS, AND TURNING VANES IN TEES. 3 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, RECTANGULAR DUCT SHALL BE INTERNALLY LINED WITH 1" 1 1/2" DUCT LINER, ROUND DUCT SHALL BE WRAPPED WITH 1 1/2" INSULATION, FLEX DUCT SHALL BE INSULATED TYPE. 4. EXTERNAL DUCT INSULATION SHALL BE EQUAL TO OWENS CORNING FIBERGLASS WITH FRK VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. THE MINIMUM THICKNESS SHALL BE 1 1/2". DUCT UNER SHALL BE EQUAL TO OWENS CORNING AEROFLEX TYPE 150, 1" THICK. 5. PROVIDE SPIN -IN TAP WITH DAMPER AT EACH RUNOUT TAP. 6. PROVIDE FIRE RESISTANT TYPE FLEXIBLE DUCT CONNECTORS ON THE INLET AND DISCHARGE DUCT CONNECTIONS OF ALL EQUIPMENT CONTAINING FANS. 7. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0' 8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 9. LOCATE THE THERMOSTAT AND INSTALL AS SHOWN ON THESE DOCUMENTS 10. ALL FLUSH FACE RECTANGULAR CEILING SUPPLY DIFFUSERS SHALL BE 24" x 24" OR 12" x 12" TITUS PAS OR EQUAL UNLESS NOTED OTHERWISE. CFM AND NECK SIZE AS SHOW ON DRAWINGS. 11. ALL FLUSH FACE RECTANGULAR CEILING RETURN AIR GRILLES SHALL BE ATUS PAR UNLESS NOTED OTHERWISE. SIZE AS SHOW ON DRAWINGS. SURFACE MOUNT BORDER TYPE 1, SNAP -IN BORDER TYPE 2, LAY -IN BORDER TYPE 3. SPINE BORDER TYPE 4. 12 CONDENSATE DRAIN PIPING SHALL BE TYPE "L" OR "M" HARD DRAWN COPPER WITH WROUGHT COPPER FITTING. 13. INSULATE CONDENSATE" PIPING Mill 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX (PLENUM RA TED IF IN RETURN AIR PLENUM). 14. FOR UNITS OF 2000 CFM OR GREATER, PROVIDE MANUAL RESET IONIZATION TYPE SMOKE DETECTOR IN RETURN AIR DUCT (IF REQUIRED) AHEAD OF ANY OUTSIDE -AIR INLET OR IN EACH ROOM OR SPACE SERVED BY THE RETURN AIR -AIR DUCT DETECTORS SHALL ALSO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF THE FILTERS FOR ALL UNITS LESS THAN 2000 CFM: PROVIDE MANUAL RESET F/RE SYSTEM. UPON DETECTION OF PRODUCTS OF COMBUSTION DETECTORS SHALL ACTIVATE. ACTIVATION OF ANY DETECTOR SHALL CAUSE THE AIR - MOVING EQUIPMENT TO AUTOMATICALLY SHUT DOWN. 15. ALL CONTROL WIRING SHALL BE IN CONDUIT 16. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL DIFFUSERS. 17. THE MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE MECHANICAL CONTRACTOR. TESTS SHALL DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT; BALANCING SHALL PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM(S) ACCORDING TO SPECIFIED DESIGN QUANTITIES. ALL WORK SHELL MEET LOCAL CODES AND STANDARDS, NEBB ASHREA TESTING, ADJUSTING AND BALANCING PROCEDURES. SUBMIT, TO THE BUILDING OWNER FOR REVIEW, APPROVAL AND RECORD, TWO COPIES OF THE BALANCINCING REPORTS ON THE STANDARD REPORT FORMS PREPARED BY NEBB. 18. ALL EQUIPMENT NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO EQUIPMENT NAMEPLATE INFORMATION SHALL BE ETCHED ON METAL NAME PLATES. PLUMBING GENERAL NO TES (AS APPLICABLE) 1. WASTE DRAIN AND VENT PIPING SHALL BE SERIICE WEIGHT CAST IRON, NO HUB FITTINGS ARE ACCEPTABLE (ABOVE GROUND ONLY). SCHEDULE 40 GALVANIZED STEEL OR DVW COPPER MAY BE USED FOR PIPING 1 1/2" OR LESS. 2. POTABLE WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS 3. INSULATE HOT AND COLD WATER PIPING WITH 1" THICK OWENS CORNING, FIBERGLASS 25 ASJ JOHN MANSI4LLE AP OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S REQUIREMENTS. INSULATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, CEILINGS ETC. 4. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS (APPLICATIONS AND FEES) WITH THE LOCAL UAUTY COMPANY FOR WATER SERVICE. 5. THE DOMESTIC WATER PIPING SYSTEM SHALL BE STERILIZED PER LOCAL CODE 6. INSULATE CONDENSATE PIPING WITH 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX (PLENUM RATED IF IN RETURN AIR PLENUM). 7. PROVIDE AIR CHAMBERS AT ALL FIXTURES OR SHOCK ABSORBERS AT EACH BATTERY. 8. PROVIDE SECTIONAL SHUT -OFF VALVES ON EACH BRANCH AND RISER, CLOSE TO MAIN, WHERE BRANCH OR RISER SERVES 2 OR MORE PLUMBING FIXTURES OR EQUIPMENT CONNECTIONS, AND ELSEWHERE AS INDICATED. 9. PROVIDE SHUTOFF VALVES AT INLET OF EACH PLUMBING EQUIPMENT ITEM, AND AT INLET OF EACH PLUMBING RXTURE, AND ELSEWHERE AS INDICATED. 10. INSTALL CLEANOUTS IN DRAIN PIPING AS INDICATED, AND AS REQUIRED BY LOCAL PLUMBING CODE, AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45 DEC., AT MINIMUM INTERVALS OF 50' FOR PIPING AND SMALLER AND 100' FOR LARGER PIPING, AND AT BASE OF EACH CONDUCTOR. INSTALL FLOOR AND WALL CLEANOUT COVERS FOR CONCEALED PIPING, SELECT TYPE TO MATCH ADJACENT BUILDING F1NMSH (VERIFY SELECTION WITH TENANT PRIOR TO ORDERING) 11. INSULATE ALL EXPOSED SANITARY AND WATER PIPING AT ALL HAND /CAP RATED LAVATORIES WIN FULLY MOLDED, TRUEBRO, HANDI LAV GUARD INSULATION KIT MODEL #102 12. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW, DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS AND EXPOSED CEILING. 13. MAXIMUM HOT WATER TO PUBLIC LA VS TO BE 110 DEC AT 5 GPM FLOW PER CEC. 14. MINIMUM SLOPE OF HORIZONTAL WASTE LINES TO BE 1/4" PER FOOT LANDLORD NOTES ALL TENANTS ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPH /C DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. 2. TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE WITHIN THEIR SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER SERVICE PIPING. 3. WATER PIPING SHALL BE "TYPE L" HARD COPPER TUBE ABOVE GRADE AND "TYPE K" SOFT COPPER TUBE BELOW GRADE 4. SANITARY WASTE AND VENT PIPING SHALL NE CAST IRON WITH "NO HUB" COUPLINGS. 5. TENANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER, AND WATER PIPING WITH MALL MANAGEMENT BEFORE PROCEEDING WTH WORK TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONNECTIONS TO TENANT SPACE AT TENANT'S EXPENSE GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA WILL BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE WITH THIS EDITION. 2 TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE VMTN ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. 4. TENANT ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL ! COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOUAON TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. 5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTF/ELD'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK 6. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS. SHALL BE COORDINATED THROUGH THE CITY OF TUKWMLA. HANGERS INSTALLED EACH SIDE OF EXP. TANK FOR SUPPORT AMTROL ST -5 THERMAL EXPANSION ABSORBER 3/4" HVAC LOAD SUMMARY + COOLING OA DB COOLING IA DB + HEATING OA + ROOF U- FACTOR + LIGHT DIVERS ** VAV MIN AIR + LTS- SURFACE + L TS- SURFACE + WALL AREA + ZROOF TO SPACE PEOPLE SENS HEAT SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LTS- SURFACE LTS- RECESSED MISC LOAD WALL LOAD TOTAL SENSIBLE 25813 SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD TOTAL SENSIBLE MOTHERHOOD MATERNITY SOUTHCENTER MALL TUKWILLA, WA 1464 SQUARE FEET ASHRAE DESIGN CONDI AONS 85 75 28 0.000 1.2 418 2666 100 0 70 250 COOLING LOAD SUMMARY TOTAL COOLING LOAD 30693BT11H SENS /TOTAL RA 110 84 % NOMINAL CFM (15 DEG F DIFF) 1173 CFM + SUPPLY AIR TEMP 55 DEG F TEMPERATURE DIFFERENCE 20 DEG F HEA ANG LOAD SUMMARY 0 0 COOLING OA NIB COOLING IA WB HEATING IA L TS RECESSED , .TS-RECESSED MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U- FACTOR PEOPLE LATENT LATENT HEAT GAIN 4880 PEOPLE 0 VENTILATION 0 70% TO SPACE 10919 100% TO SPACE 3188 70% TO SPACE 6826 0 TOTAL LATENT LATENT HEAT GAIN VENTILATION 0 TOTAL LATENT TOTAL HEATING LOAD 0 BTUH NOMINAL KW ELEC HEAT 0 KW MIN /MUM KW ELEC HEAT 3 KW (BASED ON 20 DEG F RISE 0 VAV MIN AIR) 65 + 63 68 1112 + 70 + 2000 + 75 + 20 0.20+ 250 4880 0 4880 0 VACUUM TYPE RELIEF VALVE. CW GATE VALVE (TYP.) -J 3/4 RUN FULL SIZE TO MOP SINK. UNION (TYP). DRAIN VALVE.- PLATFORM OR SHELF BY GEN. CONTR. SET INTERNAL ADJUSTABLE THERMOSTAT (LOCATED BEHIND COVER) TO 110' F OUTPUT SCALE 1/4" = 1' -0" 3/4" HW -k WATER HEATER DETAIL 0 wco u MB SCALE 1/4" = 1' -0" 0 PLUMBING PLAN SCALE N.T.S. FD a LY a 3 /4 " LAV 1 /2 "HW 1 /2 "CW WATER RISER DIAGRAM INSULATE ALL PIPING IN ACCORDANCE WITH SPEC //CA AONS 3/4" T &P REUEF VALVE. WATER HEATER. SEE EQUIPMENT SPEC. -2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQ'D BY CODE - GAL V. DRIP PAN. SEPARATE 3/4" COPPER PIPES DRAIN TO MOP SINK REVIEWED FOR CODE COMPLIANCE jPPIRDVIED DEC 0 3 Hil9 City of Tukwila BUILDING DiVlcu1to TO EXIST SAN STUB FIELD VERIFY EXACT LOCATION OF FLOW %2 "CW TO FLOOR DRAIN TRAP h 2 "VI LL INCOMING 3/4" C.W. SANITARY RISER DIAGRAM SCALE N.T.S. 2 "V 2 " % 2 "V / 2 "V I / u 2 "VI IFr) 3 "VI bo g, 2 EXTEND 4" S.5 TO EXISTING S.S. V.I.F. RECEIVEf Nov 18 2009 PERMIT GEN SEPARATE PERMIT AND APPROVAL REQUIRED DMC STORE # 4083 RELOCATION EXISTING VAV UNIT MARK MANUFACTURER MODEL CFM VOLT /PHASE VAV -1 -- -- 1200 480/3 AIR DISTRIBUTION DEVICE SCHEDULE 1. SYMBOL KEY- 5. DAMPERS SHALL BE OPERABLE FROM FACE FIRST LET7ER: S- SUPPLY R- RETURN E- EXHAUST "A" OPPOSED BLADE /AG-35 2. CATALOG NUMBERS REFER TO TI1US AIR DEVICES. "B" RADIAL OPPOSED BLADE #D - 75. "C" RUSK /N CFD OR CFDR FIRE DAMPER W /VOLUME CONTROL. 3. PROVIDE #DB DIRECTIONAL BLOW FOR OTHER "D" YOUNG'S REGULATOR, DPR MODEL #5020 -CC THAN 4 -WAY. 6. BORDER STYLE - SURFACE MOUNTED 4. FINISH- TE D "A" TIIUS STANDARD WHITE FINISH. "B" LAY -lN PROVIDE WITH 7/TUS MODEL #XY -13363 FRAME FOR DRYWALL CEILING MOUNTING. "C" LAY -IN FRAME FOR T -BAR CEILING. SYMBOL CATALOG NUMBER SIZE MOUNTING MATERIAL F/N/SH DPR. BORDER STYLE REMARKS MOD. NECK CLG. OTHER STEEL ALUM. SD -1 TAWS 24 "x24" 12 "91 • • A B C LAY -IN SD -1 TMS 12 "x12" 6 "0 • • A B C LAY -IN RG -1 25 RL 24"x24" 22 "x22" • • A C LAY -IN RG -1 25 RL 12 "x12" 10 1 x10" • • A C LAY -IN PLUMBING FIXTURE SCHEDULE MANUFACTURER MARK FIXTURE AND MODEL NO. CW HW WASTE TRAP REMARKS W� WATER CLOSET AMERICAN STANDARD NO. 2108.408 1/2" - - 4" - - INTEGRAL HANDICAP TANK TYPE, ELONGATED WATER SAVER CADET, CHURCH NO. 534.016 SOLID TOP (LID) SEAT, 3/8" C.P. SUPPLY WITH LOOSE KEY STOP, 1.6 GAL. FLUSH - 18" MTG HT TO BOWL, (A.D.A. COMPLIANT). LAY LAVATORY AMERICAN STANDARD NI. 0321.075 1/2" 1/2" 1 1/2" 1 1/2" WALL MOUNTED DECLYW VITREOUS CHINA WIN 4" CENTERS, CERAMIX 2000.100 FAUCET NO. 7719.016 GRID DRAIN WITH 1 1/4" T.P., 1 1/4" C.P. 17 GA. "P" TRAP, 3/8" C.P. SUPPLIES WM1H LOOSE KEY STOPS, JOSAM FLOOR MOUNTED CARRIER, SINGLE LEVER A.D.A. AND ANSI A117.1 APPROVED. INSULATE DRAIN AND SUPPLY LINES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION. FD FLOOR DRAIN JOSAM NO. 30003 -A -50 1/2" - - 3" 3" 3" WITH N/KALOY STRAINER AND PRIMER TRAP. DF DRINKING FOUNTAIN OASIS (OR EQUAL) MODEL "P8AMSL" 1/2" - - 1 1/2" 1 1/2" NON - REFRIGERATED DRINKING FOUNTAIN, 3 PUSH PAD ACTIVATION, MEETS A.D.A. REQUIREMENTS. SET TOP OF SPOUT OUTLETS AT 36" AND 42" ABOVE F1NMSHED FLOOR. PROVIDE WITH WALL HANGER PLATE, AND SUPPLY STOP. MB MOP BASIN F1AT NO. MSB -2424 1/2" 1/2" 3" 1 1/2" MOLDED STONE W1TH I4NYL BUMPER GUARD. FURNISH WITH AN AMERICAN STANDARD #8344.111 FAUCET WITH INTEGRAL VACUUM BREAKER AND STOPS AND WM7H A RAT #QDC - -3 -2 FOR 2" DRAIN CONNECTION. MECHANICAL GENERAL NOTES (As APPLICABLE) 1. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2 ALL WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND PLUMBERS UNDER THE DIRECTION OF AN EXPERIENCED SUPERVISOR HAVING EXPERIENCE IN INSTALLING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AS INDICATED BY THE CONTRACT DOCUMENTS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF THE STATE AND LOCAL CODES AND IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS. PROVIDE ALL EQUIPMENT MATERIALS, LABOR SUPERVISION, AND SERVICES, NOT PROI'7DED BY THE LANDLORD, AND NECESSARY FOR OR INCIDENTAL TO THE ... - -.... - -.. OF A COMPLETE AND OPERA ANC HVAC, FIRE PROTECTION, AND /OR PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND /OR AS SPEC /F/ED. 5 CONTRACTOR BALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT OR OVER WHICH /E MAY TRANSPORT HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC. AND SHALL REPAIR ANY DAMAGE CAUSED TO MATCH EX/SANG BEFORE DAMAGE. THE CONTRACTOR SHALL COORDINATE AND NOTIFY THE BUILDING OWNER AND OPERATOR FOR APPROVAL AND SCHEDULING OF ALL BUILDING OR EXISTING TENANT SYSTEM 6. CONTRACTOR TALL EXAMINE AND BECOME FAMILIAR Of ALL CONTRACT DOCUMENTS IN THEIR ENT1RETY AND SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDI1TONS AND COPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO 'LURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE OR. Z VERIFY THE CONDITION AND LOCATION OF UTILITIES. ANY ITEMS REQUIRING REPAIR OR RELOCATION TALL BE REPAIRED TO PROVIDE THE TENANT A COMPLETE AND OPERATING MECHANICAL SYSTEM. OBTAIN APPROVAL FROM THE TENANT AND LANDLORD PRIOR TO RELOCATION OF EXISTING SERI CES OR COORDINATE THE RELOCATION OF ANY LANDLORD FURNISHED EQUIPMENT WM WE LANDLORD. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER. PROWDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARY ENGAGED IN THE PRODUCT1ON OF 'ECIF7ED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS OR !L SUCH PRODUCTS SHALL BE LISTED, LABELED, OR CERTIFIED BY UNDERWRITERS LABORATORIES. 9. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. 10. CONTRACTOR .HALL COORDINATE WORK WITH ALL OTHER TRADES. 11. CON1RACTOR HALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR CORRECTIVESS OF SAME. 12 CONNECT NEW WORK TO EXISTING CONSTRUCTION IN NEAT AND APPROVED MANNER RESTORE EXISTTNG WORK IN MAKING SUCH CONNECTION TO PERFECT COND/ AON. 13. ALL WORK ILL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. 14. ALL WORK AND EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE PAYMENT AND ACCEPTANCE. 15 ALL CU171NG AND PATCHING IN CONNECTION WITH THIS TRADE SHALL BE DONE BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 16. STORE MATERIALS IN SPACES DESIGNATED BY OWNER. 1Z REMOVE RUBBISH FROM PREMISES SO OFTEN AS NECESSARY OR DIRECTED. 18. EQUIPMENT ENDED FOR PERMANENT INSTALLATION SHALL NOT BE OPERATED FOR TEMPORARY PURPOSES. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING TAME OVER TO OWNER. 20. SHOP GS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT. THE CONTRACTOR MAY SUBMIT FOR APPROVAL, 10 oA YS PRIOR TO PRESENTATION OF NEGOTIATED PRICE TO OWNER, ALTERNATE MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE DRAWINGS 21. THE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF "AS- BUILT" DRAWINGS FOR ALL WORK PERFORMED ON THE PREMISES (REPRODUCIBLE AND A MINIMUM OF 4 COPIES REQUIRED). 22. SUPPORTS FOR ALL EQUIPMENT AND PIPING SHALL PROVIDE ADEQUATE SLOPE AND ANCHORAGE, CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS INSTALLED, CONSTRUCTED, AND SPACED PER MSS REQUIREMENTS. 23. ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED ON PREFABRICATED FACTORY SUPPLIED UNIT CURBS OR EQUIPMENT SUPPORT SIMILAR TO PATE MODELES -1A OR AS REQUIRED BY LANDLORD. 24. ROOF MOUNTED EQUIPMENT SHALL BE LOCATED IN AREA DESIGNATED BY LANDLORD AS HAVING SUFFICIENT STEEL STRUCTURE SUPPORT. 25. LANDLORD APPROVED STRUCTURAL ENGINEER SHALL VERIFY, CERTIFY, AND SEAL THE ADEQUACY OF THE EXISTING OR NEW STRUCTURE FOR SUPPORT OF THE PROPOSED HVAC EQUIPMENT AND SHALL PROVIDE FOR SEALED DRAWINGS AND CALCULATIONS FOR THE REQUIRED REINFORCEMENT PRIOR TO INSTALLA AON. ASSOCIATED DESIGN AND INSTALLATION COSTS ARE TENANT CONTRACTORS RESPONSIBILITY 26. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM. 2Z ALL ROOF MEMBRANE MODIFICATIONS, REPAIRS, CUTTING, FLASHING, COUNTER FLASHING, PENETRATIONS AND CURB INSTALLATIONS SHALL BE ENGINEERED AND INSTALLATION PERFORMED BY A LANDLORD APPROVED ROOFING CONTRACTOR IN ACCORDANCE WITH LANDLORD'S REQUIREMENTS. ALL ASSOCIATED COSTS ARE TENANT'S CONTRACTORS' RESPONSIBILITY 28. ALL ROOF CAPS SHALL BE COMPLETE W/1H BIRDSCREEN. 29. SEAL AU PENETRATIONS THRU WALLS, FLOORS AND CEILINGS AIR, WATER, AND FIRE TIGHT. 30. PROVIDE ACCESS PANELS FOR ALL CONCEALED EQUIPMENT F/RE DAMPERS, PIPING VALVES, CLEAN OUTS, ETC. 31. TRENCHING, EXCAVATING, BACK FLUNG AND CONCRETE WORK SHALL BE PER OSHA, LOCAL CODE REQUIREMENTS AND LANDLORD'S CRITERIA. 32. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND NOTIFICATION OF ALL OTHER CONTRACTORS EFFECTED BY ANY EQUIPMENT MODIFICATIONS OR SUBSTITUTIONS 33. INSTALL ALL DUCTWORK AND PIPING SO HIGH AS POSSIBLE. ROUTE DUCTS AND PIPES PARALLEL AND PERPENDICULAR TO WALLS UNLESS OTHERWISE NOTED. 34. VERIFY ALL LANDLORD REQUIREMENTS. SPRINKLER SYSTEM NOTES (AS APPLICABLE) 1. THE EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED DUE TO THE NEW CONSTRUCTION TO MEET THE REQUIREMENTS OF NFPA13, THE LOCAL CODE, AND THE TENANT /LANDLORD'S INSURER. PIPING DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE APPROVAL AGENCY AS OUTLINED BY THE CITY SUBMITTAL REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL BE LICENSED TO DO WORK IN THIS STATE ALL PIPING MODIFICATIONS REQUIRED WILL BE INCLUDED IN THIS CONTRACT SPRINKLER HEAD TYPES SHALL BE BUILDING STANDARD (VERIFY WITH TENANT). SPRINKLER CONTRACTOR SHALL PROVIDE TO THE OWNER AND LANDLORD'S REPRESENTATIVE A COMPLETE SET OF SPRINKLER DRAWINGS INCLUDING MOD/RED PIPING LAYOUT AND SPRINKLER LOCA AONS FOR APPROVAL PRIOR TO INSTALLATION. 2. UPON COMPLETION OF THE SPRINKLER SYSTEM, THE SPRINKLER CONTRACTOR SHALL HYDROSTATIC ALLY TEST ALL PIPING PER NFPA AND LOCAL CODE AUTHORITIES PROPERLY FILLED OUT 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERAF/CATE'S' MUST BE FURNISHED TO THE TENANT AND LANDLORD'S PROJECT MANAGER AT THE JOB SITE, AND TO THE TENANT AND LANDLORD'S INSURANCE RATING BUREAU HAVING 'JURISDICTION. 3. ALL SPRINKLER PIPING SHALL MATCH EXISTING. H. V.A.C. GENERAL NO TES(AS APPLICABLE) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND WORKING SYSTEM WITHIN THE CONSTRAINTS OF THE EXISTING STRUCTURE AND NEW CEILING SYSTEM. 2. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER ASHRAE AND SMACNA STANDARDS AND THE STATE MECHANICAL CODE. THIS INCLUDES (BUT IS NOT LIMITED TO) SEALING AU DUCTS, SPLITTERS (OR SIMILAR BALANCING DEVICES) AT MAJOR DUCTWORK BRANCHES, EXTRACTORS AT MINOR DUCTWORK BRANCHES, DOUBLE WALLED ACOUSTIC TURNING VANES IN ELBOWS, SPLITTERS, AND TURNING VANES IN TEES. 3 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, RECTANGULAR DUCT SHALL BE INTERNALLY LINED WITH 1" 1 1/2" DUCT LINER, ROUND DUCT SHALL BE WRAPPED WITH 1 1/2" INSULATION, FLEX DUCT SHALL BE INSULATED TYPE. 4. EXTERNAL DUCT INSULATION SHALL BE EQUAL TO OWENS CORNING FIBERGLASS WITH FRK VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. THE MINIMUM THICKNESS SHALL BE 1 1/2". DUCT UNER SHALL BE EQUAL TO OWENS CORNING AEROFLEX TYPE 150, 1" THICK. 5. PROVIDE SPIN -IN TAP WITH DAMPER AT EACH RUNOUT TAP. 6. PROVIDE FIRE RESISTANT TYPE FLEXIBLE DUCT CONNECTORS ON THE INLET AND DISCHARGE DUCT CONNECTIONS OF ALL EQUIPMENT CONTAINING FANS. 7. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0' 8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 9. LOCATE THE THERMOSTAT AND INSTALL AS SHOWN ON THESE DOCUMENTS 10. ALL FLUSH FACE RECTANGULAR CEILING SUPPLY DIFFUSERS SHALL BE 24" x 24" OR 12" x 12" TITUS PAS OR EQUAL UNLESS NOTED OTHERWISE. CFM AND NECK SIZE AS SHOW ON DRAWINGS. 11. ALL FLUSH FACE RECTANGULAR CEILING RETURN AIR GRILLES SHALL BE ATUS PAR UNLESS NOTED OTHERWISE. SIZE AS SHOW ON DRAWINGS. SURFACE MOUNT BORDER TYPE 1, SNAP -IN BORDER TYPE 2, LAY -IN BORDER TYPE 3. SPINE BORDER TYPE 4. 12 CONDENSATE DRAIN PIPING SHALL BE TYPE "L" OR "M" HARD DRAWN COPPER WITH WROUGHT COPPER FITTING. 13. INSULATE CONDENSATE" PIPING Mill 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX (PLENUM RA TED IF IN RETURN AIR PLENUM). 14. FOR UNITS OF 2000 CFM OR GREATER, PROVIDE MANUAL RESET IONIZATION TYPE SMOKE DETECTOR IN RETURN AIR DUCT (IF REQUIRED) AHEAD OF ANY OUTSIDE -AIR INLET OR IN EACH ROOM OR SPACE SERVED BY THE RETURN AIR -AIR DUCT DETECTORS SHALL ALSO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF THE FILTERS FOR ALL UNITS LESS THAN 2000 CFM: PROVIDE MANUAL RESET F/RE SYSTEM. UPON DETECTION OF PRODUCTS OF COMBUSTION DETECTORS SHALL ACTIVATE. ACTIVATION OF ANY DETECTOR SHALL CAUSE THE AIR - MOVING EQUIPMENT TO AUTOMATICALLY SHUT DOWN. 15. ALL CONTROL WIRING SHALL BE IN CONDUIT 16. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL DIFFUSERS. 17. THE MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE MECHANICAL CONTRACTOR. TESTS SHALL DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT; BALANCING SHALL PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM(S) ACCORDING TO SPECIFIED DESIGN QUANTITIES. ALL WORK SHELL MEET LOCAL CODES AND STANDARDS, NEBB ASHREA TESTING, ADJUSTING AND BALANCING PROCEDURES. SUBMIT, TO THE BUILDING OWNER FOR REVIEW, APPROVAL AND RECORD, TWO COPIES OF THE BALANCINCING REPORTS ON THE STANDARD REPORT FORMS PREPARED BY NEBB. 18. ALL EQUIPMENT NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO EQUIPMENT NAMEPLATE INFORMATION SHALL BE ETCHED ON METAL NAME PLATES. PLUMBING GENERAL NO TES (AS APPLICABLE) 1. WASTE DRAIN AND VENT PIPING SHALL BE SERIICE WEIGHT CAST IRON, NO HUB FITTINGS ARE ACCEPTABLE (ABOVE GROUND ONLY). SCHEDULE 40 GALVANIZED STEEL OR DVW COPPER MAY BE USED FOR PIPING 1 1/2" OR LESS. 2. POTABLE WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS 3. INSULATE HOT AND COLD WATER PIPING WITH 1" THICK OWENS CORNING, FIBERGLASS 25 ASJ JOHN MANSI4LLE AP OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S REQUIREMENTS. INSULATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, CEILINGS ETC. 4. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS (APPLICATIONS AND FEES) WITH THE LOCAL UAUTY COMPANY FOR WATER SERVICE. 5. THE DOMESTIC WATER PIPING SYSTEM SHALL BE STERILIZED PER LOCAL CODE 6. INSULATE CONDENSATE PIPING WITH 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX (PLENUM RATED IF IN RETURN AIR PLENUM). 7. PROVIDE AIR CHAMBERS AT ALL FIXTURES OR SHOCK ABSORBERS AT EACH BATTERY. 8. PROVIDE SECTIONAL SHUT -OFF VALVES ON EACH BRANCH AND RISER, CLOSE TO MAIN, WHERE BRANCH OR RISER SERVES 2 OR MORE PLUMBING FIXTURES OR EQUIPMENT CONNECTIONS, AND ELSEWHERE AS INDICATED. 9. PROVIDE SHUTOFF VALVES AT INLET OF EACH PLUMBING EQUIPMENT ITEM, AND AT INLET OF EACH PLUMBING RXTURE, AND ELSEWHERE AS INDICATED. 10. INSTALL CLEANOUTS IN DRAIN PIPING AS INDICATED, AND AS REQUIRED BY LOCAL PLUMBING CODE, AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45 DEC., AT MINIMUM INTERVALS OF 50' FOR PIPING AND SMALLER AND 100' FOR LARGER PIPING, AND AT BASE OF EACH CONDUCTOR. INSTALL FLOOR AND WALL CLEANOUT COVERS FOR CONCEALED PIPING, SELECT TYPE TO MATCH ADJACENT BUILDING F1NMSH (VERIFY SELECTION WITH TENANT PRIOR TO ORDERING) 11. INSULATE ALL EXPOSED SANITARY AND WATER PIPING AT ALL HAND /CAP RATED LAVATORIES WIN FULLY MOLDED, TRUEBRO, HANDI LAV GUARD INSULATION KIT MODEL #102 12. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW, DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS AND EXPOSED CEILING. 13. MAXIMUM HOT WATER TO PUBLIC LA VS TO BE 110 DEC AT 5 GPM FLOW PER CEC. 14. MINIMUM SLOPE OF HORIZONTAL WASTE LINES TO BE 1/4" PER FOOT LANDLORD NOTES ALL TENANTS ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPH /C DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. 2. TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE WITHIN THEIR SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER SERVICE PIPING. 3. WATER PIPING SHALL BE "TYPE L" HARD COPPER TUBE ABOVE GRADE AND "TYPE K" SOFT COPPER TUBE BELOW GRADE 4. SANITARY WASTE AND VENT PIPING SHALL NE CAST IRON WITH "NO HUB" COUPLINGS. 5. TENANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER, AND WATER PIPING WITH MALL MANAGEMENT BEFORE PROCEEDING WTH WORK TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONNECTIONS TO TENANT SPACE AT TENANT'S EXPENSE GENERAL LANDLORD NOTES 1. EFFECTIVE JULY 1, 2007 THE CITY OF TUKWILA WILL BE UNDER THE 2006 INTERNATIONAL CODES AND ALL PERMIT SUBMITTALS NEED TO BE IN CONFORMANCE WITH THIS EDITION. 2 TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE VMTN ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATIONS 3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. 4. TENANT ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL ! COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOUAON TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. 5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTF/ELD'S ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK 6. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE EVERY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS. SHALL BE COORDINATED THROUGH THE CITY OF TUKWMLA. HANGERS INSTALLED EACH SIDE OF EXP. TANK FOR SUPPORT AMTROL ST -5 THERMAL EXPANSION ABSORBER 3/4" HVAC LOAD SUMMARY + COOLING OA DB COOLING IA DB + HEATING OA + ROOF U- FACTOR + LIGHT DIVERS ** VAV MIN AIR + LTS- SURFACE + L TS- SURFACE + WALL AREA + ZROOF TO SPACE PEOPLE SENS HEAT SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LTS- SURFACE LTS- RECESSED MISC LOAD WALL LOAD TOTAL SENSIBLE 25813 SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD TOTAL SENSIBLE MOTHERHOOD MATERNITY SOUTHCENTER MALL TUKWILLA, WA 1464 SQUARE FEET ASHRAE DESIGN CONDI AONS 85 75 28 0.000 1.2 418 2666 100 0 70 250 COOLING LOAD SUMMARY TOTAL COOLING LOAD 30693BT11H SENS /TOTAL RA 110 84 % NOMINAL CFM (15 DEG F DIFF) 1173 CFM + SUPPLY AIR TEMP 55 DEG F TEMPERATURE DIFFERENCE 20 DEG F HEA ANG LOAD SUMMARY 0 0 COOLING OA NIB COOLING IA WB HEATING IA L TS RECESSED , .TS-RECESSED MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U- FACTOR PEOPLE LATENT LATENT HEAT GAIN 4880 PEOPLE 0 VENTILATION 0 70% TO SPACE 10919 100% TO SPACE 3188 70% TO SPACE 6826 0 TOTAL LATENT LATENT HEAT GAIN VENTILATION 0 TOTAL LATENT TOTAL HEATING LOAD 0 BTUH NOMINAL KW ELEC HEAT 0 KW MIN /MUM KW ELEC HEAT 3 KW (BASED ON 20 DEG F RISE 0 VAV MIN AIR) 65 + 63 68 1112 + 70 + 2000 + 75 + 20 0.20+ 250 4880 0 4880 0 VACUUM TYPE RELIEF VALVE. CW GATE VALVE (TYP.) -J 3/4 RUN FULL SIZE TO MOP SINK. UNION (TYP). DRAIN VALVE.- PLATFORM OR SHELF BY GEN. CONTR. SET INTERNAL ADJUSTABLE THERMOSTAT (LOCATED BEHIND COVER) TO 110' F OUTPUT SCALE 1/4" = 1' -0" 3/4" HW -k WATER HEATER DETAIL 0 wco u MB SCALE 1/4" = 1' -0" 0 PLUMBING PLAN SCALE N.T.S. FD a LY a 3 /4 " LAV 1 /2 "HW 1 /2 "CW WATER RISER DIAGRAM INSULATE ALL PIPING IN ACCORDANCE WITH SPEC //CA AONS 3/4" T &P REUEF VALVE. WATER HEATER. SEE EQUIPMENT SPEC. -2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQ'D BY CODE - GAL V. DRIP PAN. SEPARATE 3/4" COPPER PIPES DRAIN TO MOP SINK REVIEWED FOR CODE COMPLIANCE jPPIRDVIED DEC 0 3 Hil9 City of Tukwila BUILDING DiVlcu1to TO EXIST SAN STUB FIELD VERIFY EXACT LOCATION OF FLOW %2 "CW TO FLOOR DRAIN TRAP h 2 "VI LL INCOMING 3/4" C.W. SANITARY RISER DIAGRAM SCALE N.T.S. 2 "V 2 " % 2 "V / 2 "V I / u 2 "VI IFr) 3 "VI bo g, 2 EXTEND 4" S.5 TO EXISTING S.S. V.I.F. RECEIVEf Nov 18 2009 PERMIT GEN SEPARATE PERMIT AND APPROVAL REQUIRED DMC STORE # 4083 RELOCATION