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HomeMy WebLinkAboutPermit D08-153 - WESTFIELD SOUTHCENTER MALL - MW TUX - TENANT IMPROVEMENTMW TUX 458 SOUTHCENTER MALL DOS -153 Parcel No.: 6364200010 Address: 458 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: MW TUX Address: 458 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: DON KIRBY Address: 614 E HWY 50 , CLERMONT FL 34711 Phone: 407 - 497 -4263 Contractor: Name: BANKS BROTHERS CONST INC Address: 2402 UNIVERSITY AV, SUITE 301A , SAINT PAUL MN 55114 Phone: 651 - 644 -1723 Contractor License No: BANKSBC960J7 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OF NEW MALL SPACE doc: IBC -10/06 CityllIf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Value of Construction: $97,200.00 Fees Collected: $2,081.85 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * * continued on next page ** Permit Number: D08 -153 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 06/05/2010 D08 -153 Printed: 06-05 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: City o•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 - ,J1ra I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: IBC -10/06 The granting of this permit doe construction or Permit Number: D08 -153 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Date: Le. v - v e ve authority to violate or cancel the provisions of any other state or local laws regulating ho ' . - d to sign and obtain this development permit. Signature: _�= A_ s Date: Print Name: - ,,76". 7' re--......_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 - 153 Printed: 06 -05 -2008 Parcel No.: 6364200010 Address: 458 SOUTHCENTER MALL TUKW Suite No: Tenant: MW TUX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Permit Number: D08 - 153 Status: ISSUED Applied Date: 03/25/2008 Issue Date: 06/05/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -153 Printed: 06-05 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: Extinguishers shall be located m 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) 21: 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) 22: 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) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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 doc: Cond -10/06 D08 -153 Printed: 06-05 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 28: 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) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 31: 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) 32: Maintain sprinlder 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) 33: 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) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: 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. 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: 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. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 D08 -153 Printed: 06-05 -2008 doc: Cond -10/06 • 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 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D08 - 153 Printed: 06 -05 -2008 The granting of this permit does not pres construction or the performance Signature: Print Name: doc: Cond -10/06 • 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 9 ,1,,,,,,z, I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. ve authority to violate or cancel the provision of any other work or local laws regulating Date: 6 ✓^ dS D08 -153 Printed: 06-05 -2008 Tenant Name: Company Name: =� Mailing Address: 1 i Contact Person: o r E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hdp: iotir3i'.ci. tukwila.3�a.us Site Address:��. Property Owners Name: WAS Mailing Address: r `4 ( \ (lAJ - �JA vc\ City Name: INC./ .-\ r $►�� Mailing Address: 614 1 E -Mail Address: Contact Person: E -Mail Address: Contractor Registration Number: Co �r1V� l �1 Company N y1 ( Name: ' i v z Mailing Address: 3q57) .�L,D I 17 Contact Person: e IG'i ,3∎A Yom v15 E -Mail Address: Fax Number: Q 1Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh `A `` 1 1 Y)G 'P Building Permit No. 9 is Mechanical Permit No. 3 _O O Plumbing /Gas Permit No. to 0 0' o 3 Public Works Per No. Project No. (96 011 (For'offce use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 6 319. -0 - IN 1 0 Suite Number:e Floor: New Tenant: ❑ Yes ❑..No CA C 10 0 0 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: L-‘01— ( A C O City State Number:LA Oi ^ tUR - GENERAL CONTRACTOR INFORMATION - C3 v — p "ice t G� (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record kiL\; -- ix 77o ice. State Zip — Day Telephone: t1v1 ( Fax Number: 01 — ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City 1 State Zip Day Telephone: 4 6 11 \O- .3\ -T- ;?-D- E31.1 t t Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ C 1 1 1 a 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): E . v v v e - --1O - - V \ " \ " \Yl��/►S N �i�' 1 X ) -CAAN A. � O Will there be new rack storage? ❑ Yes • No lfyes, 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: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 13"' No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM NI ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications \Forms - Applications On Line\3 -2006 - Permil Applicntion.doc Revised: 9-2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC l Floor 11®60 F •--- � J� 1i 2 Floor 3r Floor - Floors thru ' Basement Accessory Attached Garage Detached Garage Attached Carport . . Detached Carport Covered `• Uncovered Deck • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ C 1 1 1 a 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): E . v v v e - --1O - - V \ " \ " \Yl��/►S N �i�' 1 X ) -CAAN A. � O Will there be new rack storage? ❑ Yes • No lfyes, 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: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 13"' No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM NI ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications \Forms - Applications On Line\3 -2006 - Permil Applicntion.doc Revised: 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Wor (please provide detailed information): \_v\ kew1 s y•• 1 ■ /( O li - TO '-" FV% XAA e ‘.C/C%. , v. wpb Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0... Water District #125 Proposed Activities (mark boxes that appl ❑ ...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 ❑ ...ValVue ❑ .. Renton ❑...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) cubic yards cubic yards Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance El Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size:.. 55 WO # ❑ ...Temporary Water Meter Size.. 51 WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment City State Zip Day Telephone: City State Zip Q :Appkwions \Forms - Applications On Line\3 -200(, - Permit Applicaaon.doc Revised 9 -2006 bh 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 >I00K BTU Evaporator Cooler Diffuser ‘,Q 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct -- 6a�\ I Thermostat 1 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 INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: • City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 6 o Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ act 1 Fuel Type: Electric ❑ Gas ....0 Other: •f4VNA p\ A71 Coo Indicate type of mechanical work being installed and the quantity below: - 1 � � Q.\Applications \Forms- Applications On Line\3 -2006 - Permil Applicalion.doc Revised: 9_2tMt6 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain I Sinks Dental unit, cuspidor Shower, single head trap Urinals , Dishwasher, domestic, with independent drain Lavatory Water Closet ' Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent ` 1 Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent. except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment i 1 Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 1 - Valuation of Gas Piping work (contractor's bid price): $ 1 b Scope of Work (please provide detailed information): – iV\ V r`` v\‘..1 \ L,J c\ lV 1 \ p uc.,,Q_ 'Q -‘41 v ' — 1..n 4 Not- � c� Building Use (per Int'I Building Code): Occupancy (per lnt'l Building Code): Utility Purveyor: Water: Q:Wpplications \Forms - Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Sewer: 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 he 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY �[3Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). RIZED AGENT: at Q \Applications \Forms-Applications On Line \3 -2006 - Permit Appl icon on.doc Res Ised' 9 -2006 bh D tt Day Telephone: c - 4 - � 3 G v1 \ - gL()7 City State Zip I Date Application Accepted: I, -0 8 Date Application Expires: Staff Initials: Page 6 of 6 Receipt No.: Initials: User ID: R08 -00894 WER 1655 Payee: TEAM K5 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../Iwww.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -153 Address: 458 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/25/2008 Applicant: MW TUX Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22074 818.35 Account Code Current Pmts 000/345.830 818.35 Total: $818.35 • Payment Amount: $818.35 Payment Date: 03/25/2008 02:13 PM Balance: $1,263.50 Mal 33/25 "710 TOTAL 952.25 doc: Receiot -06 Printed: 03 -25 -2008 Project:N - TJ Type of Inspection: � Address: 5/5 Date Called: Special Instructions: Date Wanted: 7 bete) a.rn,,, Requester: Phone No: _ O r ,g 4-. S 9 Do - I S3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: eiW117 Ccikee ,-071(2 iC Inspector: 1=1 I REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec= pt No.: 'Date: f Project: NUJ ,. Type of Inspection \,,, Address: , `s . w Date Called: / Special Instructions: Date Wanted: 7/ / /ae O Requester: Phone No: 34/67, e 10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D -J513 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 NI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • Y 1 Inspector: vin ,) Date: 7 // / ri $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: Project: " 77/X Type of Inspection: ?4s- 4 ¢D /4/4/(© Addre " ( Date Called: Special Instructions: Date Wanted: _ 7 -ice -� a. Requester: Pho a No: g -z12 .31/89 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,fig- /.5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i g P Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: ( ..." - "4 / ..4 6 Date:? 52 ( 6 ; $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: Ia Con le-4 - .re 3A.0/7/0) C .44- Cat,,' d d, l :24 E . We AV/ *5./ ft 5V ruGi1/ 2. rail NeciA , li vte oc.-1-7'a, 40ur Ge 4 i i vtCi Go %% se% . P .5 Project: n E/I. N4, Addr 8 M / / Date Called: Special Instructions: / Date Wanted: a.m . Requester: Phone No: (.0/3 - GS/ & 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. El $60.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid a�/6� 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. • (Receipt No.: !Date: \,6,/ 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. El $60.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid a�/6� 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. • (Receipt No.: !Date: \,6,/ Project: / I, , Type of Inspection: Address: vs� ��/ Date Called: Special Instructions: Date Wanted / `/ a m. Requester: Phone No: i:& 1S3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. COMMENTS: /r.A 4 «,J t$d ,Ip /e & / Gt, f L'a / l'e4�LiPeel pie lee to 5 / � ' c / �sit. reit- atisotAc w . (Inspector: paid Ri Corrections required prior to approval. Date: / /61,7 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Proje / l Type of Inspection: ` Address. , /, Date Called: Special Instructions: Date Wanted: 6 - 2‘r p.m. Requester: P c "2 -3(0 --65/0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 al Approved per applicable codes. D Corrections required prior to approval. COMMENTS: (2)C Inspector: 'Date: —2 t' 4 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: -�^-7 m / GJ - Type of Inspection: N "' / Date Called: Address 4' / / Special Instructions: Date Wanted: ` 25-4, Requester: Phone No (/23q — /O tt PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 't 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit El Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ©A 5•-11s ..c.c4 Cie L ii> fra 0 " d Inspector: Date: ri $60.00 RSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: • Project: p W /L�� Type of Inspectio Address:vc9 met e, Date Called: Special Instructions: Date Wanted / � /� p m. Requester: Phone No: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit gi53 PERMIT NO CITY OF TUKWILA BUILDING DIVISION 9 ?-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: F/ ,11 pi4i;sivt ,fit/aJ 3 Inspector: Date( k W $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid alV6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of Inspection: Address: 4 A1/9 // Date Called: Special Instructions: Date Wanted: /c or, fa._ro p.m. Requester: Phone No: (e/7-. -5--.7 Z D - /53 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J4 L4ht f)f-- 041 Inspector: I o c5 El $6 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: A , A . �� Type of Inspectiou Address: 4 . A / f Date Called: Special Instructions: Date Wanted �J /� / +►/ a m. m. Requester: Phone No: 6/02 .30V 657o INSPECTION NO. INSPECTION RECORD. • Retain a copy with permit 111 120g-)6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -41veks-o—pileeled- 4 ,2L44tv11 60 r6t 4 iAb fe ! d e nA- ceince.Q t L n t.' eA Inspector: 17$60.0 EIN SPECTION QUIRED. Prior to inspection, fee must be p a id 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -153 Address: 458 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/25/2008 Applicant: MW TUX Issue Date: Receipt No.: R08 -01955 Initials: JEM User ID: 1165 Payee: BANKS BROTHERS CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62083 1,263.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $1,263.50 Payment Date: 06/05/2008 10:35 AM Balance: $0.00 1,259.00 4.50 Total: $1,263.50 3303 06/05 9711 TOTAL 1263.50 doc: Receiot -06 Printed: 06-05 -2008 Project: i1 * —VI , Type of Ins ection: Address: "1 -S Suite #: 5 , t . t� oft- L- Contact Person: Special Instructions: Monitor: 6 A-L,4 t\VA. Phone No.: Needs Shift Inspection: yr Sprinklers: r- Fire Alarm: ; — Hood & Duct: A./ _ Monitor: 6 A-L,4 t\VA. Pre -Fire: Al Permits: A- Jci.a -e., Occupancy Type: 11.x, a roved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 1 I ECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRDEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 ri Corrections required prior to approval. COMMENTS: Cie - , O -- dk, I Inspector: ) v Date: 7fri4/069 Hrs:: &El $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 a t. Project: tL u/ in e 0 1hckieelNotkc ... Type of Insp - - 'on: * Se c.uvt, iti ecL g.a+4L. Address: Suite #: 4 S i C, N L Contact Perso : Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _. ^...!k'?'- '"aw':3•iC?7" _ ti£ 7.? 9K�.; xd�i4'. Ei;::: YYe s: i': �'_+.:.. oeiv, cY-,..' �+ Cd�c4- io�w. s� %ik- +riwse^+.:..�+?.r�:ra�8€ <a. v • INSPECTION NUMBER l 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF "TUKWILA FIRE DEPARTMENT Word /Inspection Record Fonrn.Doc - )113/06 0$ • J33 t ' coo PERMIT NUMBERS Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: SP c J WL --o 1' f .«— Inspector: . Date: 7//- / rs.. Project: poi & —r t Sprinklers: _ Type of Inspection; 1 i a ss /. 6D hi-, n r-5 Address: Ling, Suite #: G . L . MAl- L Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: _PA:1 L tg-41 z )'• dh) i twcei .i)tt 4i i r s -- .»y T • •T • n Approved per applicable codes. e required prior to =5 . I. Inspector: p c Date: "2//41 • Hrs.: . k i f n $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 PERMIT NUMBERS T.F.D. Form F.P. 113 • 10.4115 Project: M o ' S u a Fire Alarm: 5,4e. Ty p of Inspection: fib \�. Pre -Fire: Permits: Addressi' Suite #: ,; s. M L. Contact Person: Special In a ctions: 1 - Phone N .: Needs Shift Inspection : Sprinklers: . Fire Alarm: Hood & Duct: Monitor: - -- -- - - - - - -- - - Pre -Fire: Permits: Occupancy Type: e, INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. 206- 575 -4407 Ei1V proved per applicable codes. COMMENTS: 5 0 /a o o /lLb ',41.7 a 9 • PERMIT NUMBERS • I I Corrections required prior to approval. i Date: gx • Hrs.: a-- rs.. n $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 COMMENTS: Sprinklers: Fire Alarm: Type of Inspection: Set r/44(67-- W a i o cm-A,,..6 - 0 e.---- % Address: L/50 .5 Suite #: . (, Ai ` I_ Contact Person: O W. -0 - " j7 - 4-- 5 Special Instructions: • Phone No.: Project: Of -Tux iti VI/ Sprinklers: Fire Alarm: Type of Inspection: Set r/44(67-- Monitor: _ Pre -Fire: . Address: L/50 .5 Suite #: . (, Ai ` I_ Contact Person: O W. -0 - " j7 - 4-- 5 Special Instructions: • Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: . Permits: _ Occupancy Type: w., 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT . 7)6+e- 17.E - -./ PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 206 -575 -4407 - Approved per applicable codes. ctor: Word /Inspection Record Form.Doc 1/13/06 F - 1 Corrections required prior to approval. i&¢i , ! 5 i2 [Date: 6 / p; 10 v Hrs.: , S— $80:00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 F .3 i Th v GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING RECEIVED CONSTRUCTION TESTING & INSPECTION June 20,8 3 0 20081 ,,,jMMUNtTY DEVELOPMENT Mr. Doyle Horwart Banks Brothers Construction 2402 University Ave W, #204 St. Paul, MN 55114 RE: Special Inspection Men's Warehouse Tux Tukwila, WA Dear Mr. Horwart, aza1 & ASSOCIATES, INC. KA No. 066 -08162 Permit No. D08 -153 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 12, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 - 2556 08162 DFR Tempime I( ra.za.ri& Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4;- /2 -O$ PROJECT #: eeo 0 /6 2 PROJECT: /WENS a/li-e'l/ e.) 7 7 LOCATION: 5friee 58 41 C2.q rZ. K RAZAN PROJECT MANAGER: /1EG7 �j�QLL O.ti 5l7E 43 J4' t 9 7 - is y c-e3.uf2,4 c7 r 30,4 ? ci 4-e- ./A17 . GT/O ) D/• a 7 — i i 17 !� 54,415 ,d ✓ eve� �c_5 ,% / PeLoP 5 'cep / r c -Oss' iA-' ,) / , ' a e0 /&- Se 2 / 4-4- ' A-7--- ,0-4_.--A-7-2_ ,!, s � . F3'/ rte / .4s /VD « u/fti2&" , 11 i Z2 7-n Sit m/3c -/D / A ¢ ` / ©e_.. . j 6.e..2ir -i> ``¢ 2e / s',/ Le; t z._4_-_----s le-i .v ;;7,2.,,,_7-, L'e. e -,-,c/ 4 mac-- L / — � /oz so .0 22 " d� s 'G . ,A 2.s --/ b (2 a) /. 4 5 w O XJ- ") o�,e- spII, ,P7//' 5L. A-i'3 . 41/3' 54.fa 4-.: N!a 5 7zz -ler /�eeJC� ��t� vi 2& eec� ,� s/ 7-- p' ,2 (7c sc- ,// / 4) f� Gf�4fT D -v Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Repon.doc FIELD REPORT NO: 82220 CONTRACTOR: n4-1J11S i . JURISDICTION: c, ,y-i 'F 17/ /'C:.✓i i- A PERMIT #: 2708 -- / INSPECTOR: /C� 4, / -c .',40 0 WEATHER: ( /4/1JU04! S) TEMP: 60 p C) CJti r) T o the best of my knowledge, the abov / A S O performed in accordance with the approved plans, specifications, and regulatory requireme Technician: Serving the Western United States Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. _ 066 0%1(a PROJECT: M:NS f-E' O r ` LOCATION: I (?) 5M4C- tCfz KRAZAN PROJECT MANAGER: k�l DATE: 1Kr lisra rn ami PROJECT #: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0� 5 X12 CawcrzEte. R. EM T ' nr-JPEci- oni ibc Paine\ .t Qoue -\ x o OFa5Y_Q kPa - rnmcNT r )F' Yb O P- C NC t SvPpL.0 6\1 Cod. s5, Cs)icZe'rE Pu lice0 b.‘l C ,C P TRH fie.. t OmerNv P o � SwMf T –G s / kluPs7a- Ci Si Eo s x, s e - r4 ro v- LAP> - c N6- , Equipment/Asset Number(s): To the best of my knowledge, the abov -j WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremt Superintendent /Representative: Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 1501 Field Reporr.dac azaZ & Associates, Inc. FIELD REPORT NO: 82151 CONTRACTOR: 131\41) KS [e-lJ S JURISDICTION: rt O�.W -..!„ PERMIT #: DOP Nl PE6IZAD0 INSPECTOR: WEATHER: TEMP: 7 Technician: Serving the Western United States July 14, 2008 COMMUNITY DEVELOPMENT Mr. Doyle Horwart Banks Brothers Construction 2402 University Ave W, #204 St. Paul, MN 55114 Dear Mr. Horwart, Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Go don Project Manager Puyallup Division CC: City of Tukwila 21fl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED KA No. 066 -08162 Permit No. D08 -153 JUL' 2 5 MI RE: In Process Inspection Report Men's Warehouse Tux Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our at (253) 939 -2500. eYeePiacv‘-d Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08162 Break Template eV a .a11 us /t.7 isi .. .7 vallcy nvelIUti' 1 \vv, Julie. I V 1, ruyauuiJ, vvri, .70.11 1, tLJJ) .7J.7 °L01Ja Project No. 066 -08162 Cyl. Code 80840 Pour Date 6/12/2008 Report No. 20878 Weather Indoor Jurisdiction City of Tukwila Project Men's Warehouse Tux Location 1580 Southcenter Mall Tukwila Client Banks Brothers Construction Inspector Mike H. Preciado Laboratory Data Field Data Concrete X Other Supplier Corliss CYLINDER REPORT Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:40pm 87 113358 4 65 71 Placement Area Location Pourback around plumbing Remarks Please refer to field report #82151 Permit No. D08 -153 Engineer Architect Contractor Banks Brothers Construction Design Strength 3,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80840 -1 6/19/2008 7 4.011 12.63 34450 2,730 SS 80840 -2 7/10/2008 28 4.011 12.64 50115 3,960 MT 80840 -3 7/10/2008 28 4.011 12.64 46970 3,720 MT 80840 -4 H 80840 -5 80840 -6 80840 -7 80840 -7 Remarks Results Reviewed By 7' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/0 The infomadkin provided on this report is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the written permtsslon of the cttent and Krazan d Assoch !2 ' azan & ASSOCIATES, INC. June 30, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Doyle Horwart Banks Brothers Construction 2402 University Ave W, #204 St. Paul, MN 55114 RE: In Process Inspection Report Men's Warehouse Tux Tukwila, WA Dear Mr. Horwart, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila '1FCEIVED JUL 0 9 2008 a rea . KA No. 066 -08162 Permit No. D08 - 153 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08162 Break Template Project No. 066 -08162 Weather indoor Project Men's Warehouse Tux Location 1580 Southcenter Mall Tukwila client Banks Brothers Construction Field Data CYLINDER REPORT Concrete X Other Supplier Corliss Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:40pm 87 113358 4 65 71 Placement Area Location Pourback around plumbing Remarks Please refer to field report #82151 Inspector Mike H. Preciado Laboratory Data Cyl. Code 80840 Pour Date 6/12/2008 Report No. 20878 Jurisdiction City of Tukwila Permit No. D08 -153 Engineer Architect Contractor Banks Brothers Construction Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Forth 03101 Revlabn 3 EffecIve Date 5/12/04 The Irdorr,atlon provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the dlerd and Krazan & Assodr Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Strength 3,000 @ 28 days Date Specimens Rec'd. Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80840 -1 6/19/2008 7 4.011 12.63 34450 2,730 SS 80840 -2 7/10/2008 28 80840 -3 7/10/2008 28 80840 -4 H 80840 -5 80840 -6 80840 -7 80840 -7 Remarks Results Reviewed By•e14, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) 11 June 11, 2008 City of Tukwila Building Division e: Permit D08 -166 In lieu of EMT wall as shown on detail 6/A202, 12 gage wire is an approved substitution. Thomas W. Hanson, AIA Architect The Boeing Company 2006 Washington State Nonresidential Energy Code Compliance Form Project; Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address MW TUX South Center Mall Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 63 5 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817-410-2558 Date 2/7/2008 For Building Department Use r- [EXPIRES DEC 2 0 2009 FILE C py Permit No. rt t%STA. w.. DOS 153 Revised July 2007 REVIEWED FOR CODE COMPLIANCE APPROVED UN -2 200 RECE VE[! MAR 2 5 2008 PERMIT CENTEF Project Info Project Address MW TUX Kevased July 2007 Date 2/7/2008 South Center Mall For Building Department Use Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817- 410 -2558 Project Description ✓ New Building ❑ Addition ❑ Alteration 1st Floor ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option Q Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area 1st Floor A- 2x2 Fluorescent Sales Area 1.50 940.0 1410.0 1st Floor 4 Stock Room 0.50 255.0 127.5 1st Ploor 80.0 Restroom/ Corridor 0.80 46.0 36.8 lst Floor 440.0 Display Lighting 1.50 940.0 1410.0 200.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2984.3 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1st Floor A- 2x2 Fluorescent 1 32.0 32.0 1st Floor 81- Recessed Downlight 4 50.0 200.0 1st Floor B2- Recessed Adjustable Multi -spot 9 80.0 720.0 1st Floor C2- Recessed Wall Washer 11 40.0 440.0 1st Floor D- Recessed Downlight 5 40.0 200.0 1st Floor Dl- 2x2 Fluorescent 9 64.0 576.0 1st Floor BA- Recessed Downlight 5 120.0 600.0 1st Floor BB- Recessed Downlight 1 120.0 120.0 1st Floor BC- Recessed Downlight 1 75.0 75.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2963 .0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT Maximum Allowed Lighting Wattage Proposed Lighting Wattage 1. For proposed Fixture Description, indicate fixtures type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) ii 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retain retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hal1 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas OnI 1 Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Chklist Note: If occupancy type is "Other" and fixture Lighting Fixtures: o ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT Revised July 2007 5 -1 Unit Lighting Power Allowance (LPA ootnotes or T able 15- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas: 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appl. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817 -410 -2559 Project Description ❑ New ❑ Addition ❑ Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appl. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817 -410 -2559 Project Description ❑ New ❑ Addition ❑ Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appl. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817 -410 -2559 Project Description ❑ New ❑ Addition ❑ Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location Fixture Description Number of Fixtures - Watts/ Fixture Watts Proposed Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appl. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817 -410 -2559 Project Description ❑ New ❑ Addition ❑ Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Project Info Proj Addres:mw Tux Date 2/7/2008 South Center Mall For Building Department Use Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appl. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817 -410 -2559 Project Description ❑ New ❑ Addition ❑ Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior, Lighting Summary LTG -EXT Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) 1 Uncovered Parking Areas Parking lots and drives 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stat at guarded facilities 1.25 W /ft of uncovered area (covered areas are included in the "Canopies • and Overhangs" section of "Tradable Surfaces ") lighting. The following allowances are in addition to any allowance otherwise Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") permitted in the "Tradable Surfaces" section of this table.) Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry Exterior Lighting Summary (back) LTG; -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form :Lighting Power Allowance Adjustments 2006 Washington State Nonresidential Energy Code Compliance Forms LTG-LPA Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Address MW TUX Date 2/7/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 Lighting, Motor, and Transformer Permit Plans ;Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms . LTG -CHK Revised July 2007 Project Address taw Date 2/7/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n • a • vertical glazing Indicate vertical glazing on plans n•a• overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location no 1513.6.1 (a) occup. sensors Schedule with type and locations no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans no 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 Max. watts 'Indicate watts for each exit sign I ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) ye s 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture . . MOTORS (Section 1511) yes 1 1511 'Elec motor efficiency'MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 ' TRANSFORMERS (Section 1540) yes ' 1540 'Transformers 'Indicate size and efficiency 1 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP' HP /BHP Flow Control Location of Service VAV -1 TITUS ATQS6 1850 DON PENN CONSULTING ENGINEER VAV STOCK ROOM 76051 Applicant Phone: 817- 410 -2558 Cooling Equipment Schedule • • Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817- 410 -2558 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817- 410 -2558 Project Info Project Address n ,,,, Tux Date 2/7/2008 South Center Mall For Building Dept. Use Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817- 410 -2558 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. El Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. / If available. 2 As tested according to Table 14 -1A through 14 -1 G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option Q Simple System Q 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. System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: Constant vol? Split system? Air cooled? Packaged sys? Q <20,000 Btuh? ❑ Economizer included? If Heating Only: [] 5000 cfm . <5000 o � <70 /o outside air? 4 Mechanical Summary (back) MECH SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. otal Ca.. wo economize <240,000 Btuh or 10 %? System Type Heating Only <5000 cfm? No 2006 Washington State Nonresidential Energy Code Compliance Form Yes — <70% OSA Yes* N N C Reference Section 1421 J Heating /Cooling or Cooling Only Yes Yes • ( Reference Section 1423 Yes Simple System t Yes Allowed (section 1420) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. • F L ..� .1;,>. j r pg. 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Fielder Road • Arlington.TX 76017 • T: 817.635.5696 • 1. 817.635.5699 Mr. Allen Johannessen Plan Examiner Tukwila Building Division Department of Community Development 6300 Southcenter Boulevard /Suite 100 Tukwila, WA 98188 RE: MW Tux/2876 Southcenter Mall /Tukwila, WA Letter of Incomplete Application #1 — Revision #1 Development Permit Application D08 -153 Withdrawing Revision 04 Submission for Storefront Framing Dear Mr. Johannessen: We are withdrawing our request for approval of Revision No. 01 for MW Tux Store to be located in Tukwila, Washington, which dealt with the Storefront details. This request will void the two drawings submitted in the revision: Drawing A6.1 /Storefront Sections and A6.2 /Storefront Sections and Details. We are proceeding with the development of the project per the original approved Permit Drawings. There will not be any deviation in the Storefront Design or framing from the approved plans. We thank you for your cooperation in processing this request to void the proposed revision. Sincerely, Cortland Morgan Architect Attachment: Letter — 25 June'08 — City of Tukwila CIr RE CEIVED , K WIL4 JUL. 18 ? P ERA477 - CEN TER S7Ai; ;W 17 July 2008 June 25, 2008 Don Kirby 614E Hwy 50 Clermont, FL 34711 RE: Letter of Incomplete Application # 1 — Revision #1 Development Permit Application D08 -153 MW Tux — 2876 Southcenter Mall Dear Mr. Kirby, This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on June 19, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Si erely, ren . a no Permit Coordinator Enclosures File: D08 -153 • City of Tukwila P: \Permit Center \Incomplete Letters\2008\D08 -153 Incomplete Ltr # 1 -Rev 111.DOC jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: June 24, 2008 Project Name: M W Tux Permit #: D08 -153 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revision for the new storefront lacks information and is confusing. Additionally the plan provided has a number of clouded areas that do not appear to be a part of the new store front. Please provide clarification for the new storefront to clearly identify only the new storefront construction. 2. Provide elevation views of the storefront that show the glazing along with all other characteristics of the new storefront. Provide and cloud those details that only relate to the new storefront. Identify glazing thickness, supports and frames. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. 111 N. f fielder Road • Arlinyton,TX 76012 • T: 811.635.5696 • 1 817.635.5699 DrR Ms. Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 6300 Southcenter Boulevard /Suite 100 Tukwila, WA 98188 RE: MW Tux /Southcenter Mall /Tukwila, WA Clarifications to Permit Plans Dear Ms. Bradshaw: The following are clarifications that were requested for the MW Tux Store to be located in Tukwila, Washington. A. The surface that the Sign is mounted to is on brushed aluminum panel inserted within the Storefront framing. The Sign is an individual unit with the Logo and the letters which are mounted on the panel. There will be a complete set of details for the sign in the shop drawings which will be submitted for review and approval. B. The recessed entry area will have a Brick Paver that will be dark grey per the attached information. C. Due to the smaller area of our space, our energy budget for lighting would not allow any additional exterior lights and meet the light levels for the interior retail space. D. The Soffit set back from the Storefront is a width of 2' — 3" wide with the higher ceiling on either side of the Soffit. Once again, we thank you for your cooperation in moving this application along and resolving these items for the approval of the Building Permit. Cortland Morgan Architect Attachment / Paver Information - Onyx REGISTERED AiChiTECT CORTLAND MORGAN STATE OF WASHIi'<f10N 29 May 2008 DECEIVED JUN 0 3 2008 WOW 711 N Fielder Road • Arlington, 1 X 76017 • T 817 635.5696 • F• 81/ 635 5699 Ms. Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 6300 Southcenter Boulevard /Suite 100 Tukwila, WA 98188 RE: MW Tux /Southcenter Mall /Tukwila, KS Plan Review Comments /10 April 2008 Dear Ms. Bradshaw: Per the comments of the Plan Review for the MW Tux Store to be located at the Southcenter Mall in Tukwila, Kansas, the following will be noted by submission of this letter: A. Drawing A6.0 - The Brick area shown on this drawing is part of the base building which has been designed by the Developer and installed as part of Developer's Construction. MW Tux does not control the design of the masonry Section of the wall. Only the actual Storefront opening is the responsibility of MW Tux. Exterior Lighting will not be undertaken by MW Tux: C. Flooring Design at the recessed entry will not be treated with any special identifiers. The paving at the entrance will be brick pavers with color to dark grey. D. The Ceiling at the entrance has been reviewed by the Westfield Tenant Coordination. Accommodations have been made to the MW Tux Prototype and Merchandising in the Store- front to treat the Store -Front with 14' — 0" high opening. Thank you for your cooperation in moving this application along and resolving these items for the approval of the Building Permit. Sincerely, Cortland M gan Architect REGISTERED ARCHITECT MfRGAN 1 0. `r l: i" 'w ::. i i;G TON CITY OF TUKWILA MAY 2 0 2008 PERMIT CENTER 16 May 2008 CORRECTION LTR# Z r May 19, 2008 Don Kirby 614 East Highway 50 Clermont, FL 34711 RE: CORRECTION LETTER #2 Development Application Number D08 -153 MW Tux — 458 Southcenter Mall Dear Mr. Kirby, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Departments. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -153 • Ciz of Tukwila Department of Community Development P:\Pern it Center\Correction Letters\2008\D08 -153 Correction Ltr #2.DOC wer • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r • • Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 13 May 2008 Subject: D08 -153 MWTux Modify Sheet A 6.0. Either consider a complementary stone with similar horizontal breaks or use the same materials as base building. Please coordinate with Westfield on brick and stone, which is used for a foundation course and banding. If modified materials are used please provide a sample materials board. Reduced copies of base building design are attached Lighting Please clarify if exterior lighting will be used. Flooring Design The tenant is encouraged to integrate store identifiers or specialty paving into the flooring at the recessed entrances. Tenant Criteria Merchandising Zone (Lease line + 8 feet into space) states that Ceilings systems within this zone shall not be lower than 12 feet. On Sheet A6.1, please adjust up or explain the proposed treatment. \ \Tuk2 \vo13\ HOME \v1OIRA\mall \d08 -153M WTux.doc r April 10, 2008 Don Kirby 614 East Highway 50 Clermont, FL 34711 RE: CORRECTION LETTER #1 Development Application Number D08 -153 MW Tux — 458 Southcenter Mall Dear Mr. Kirby, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Planning Department: Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, thaidt Brenda Holt Permit Coordinator encl File No. D08 -153 • City of Tukwila Department of Community Development Jack Pace, Director P:1Permit Center\ Correction Letters \200811308-153 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 8, 2008 Project Name: MW TUX Permit #: D08 -153 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The mall site plan does not clearly show where the new tenant space is located within the mall. Provide a site plan that identifies the location of this tenant with in the mall. 2. The floor plan shown only identifies one adjacent tenant space. Please identify all adjacent spaces or mall corridors or service corridors. 3. The wall detail key #1 shows a full height 1 hour wall sealed to the upper deck. Walls that are part of the adjacent tenants shall be held 6 inches below the deck for the return air plenum system. The mechanical plan indicates openings within the one adjacent tenant wall for return air. However the other side of the shop does not clearly show other adjacent tenant or mall corridors. Depending on where this space is located within the mall, the adjacent tenant space walls may be required to be held 6 inches below the upper floor deck for the return air plenum. Please clarify the details to show how the walls shall be constructed to meet return air plenum requirements and coordinated with adjacent tenant spaces. 4. Show an 18" vertical grab bar for the accessible toilet. (2003 ANSI 604.5.1) 5. Please provide specifications with details that meet ASCE standards for the suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. To: Permit Division Date: 10 April 2008 Subject: D08 -153 MWTux \ \Tuk2 \vo13 \HOME\MOIRA \mall \d08 -153 M WTux.doc e • Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Modify Sheet A 6.0 . Either consider a complementary stone with similar horizontal breaks or use the same materials as base building.. Please coordinate with Westfield on brick and stone, which is used for a foundation course and banding. If modified materials are used please provide a sample materials board. Reduced copies of base building design are attached Lighting Please clarify if exterior lighting will be used. Flooring Design The tenant is encouraged to integrate store identifiers or specialty paving into the flooring at the recessed entrances. Tenant Criteria Merchandising Zone (Lease line + 8 feet into space) states that Ceilings systems within this zone shall not be lower than 12 feet. On Sheet A6.1, please adjust up or explain the proposed treatment. Page 1 of 1 ACTIVITY NUMBER: D08 -153 DATE: 06 -19 -08 PROJECT NAME: M W TUX SITE ADDRESS: 458 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B Public Work Complete Comments: Approved Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW/ROUTING SLIP t 1 P° ,AWL (i -oP1 Fire Prevention Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved with Conditions DATE: DATE: Permit Coordinator DUE DATE: 06-24 -08 Not Applicable TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required tit DUE DATE: 07 -22 -08 Not Approved (attach comments) n Permit.Center Use Only INCOMPLETE LETTER MAILED:_lg LETTER OF COMPLETENESS LED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: fI1jiL Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: HERMIT COORD COPY � PLAN REVIEW /ROUTING SHIP ACTIVITY NUMBER: D08 - 153 PROJECT NAME: MW TUX SITE ADDRESS: 458 SOUTHCENTER MALL DATE: 05 -20 -08 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Comments: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑vJ Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Fl Planning DiVision • Permit Coordinator ❑ DUE DATE: 05-22-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 06-19-08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 153 DATE: 05 - - PROJECT NAME: ` Tom' , "' •'•... - mW 'rY�X SITE ADDRESS: 458 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: U 'vision Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete R Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.2 B -02 • PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP Fire Prevention Structural 1 n n DUE DATE: 05-13-08 DATE: DATE: M d►rvvw Planning Division Permit Coordinator n Not Applicable n No further Review Required n DUE DATE: 06-10-08 Approved Ti Approved with Conditions n Not Approved (attach comments) F Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 6 I 1 -0 Departments issued corrections: Bldg ❑ Fire ❑ Ping (Y( PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -153 DATE: 03 -25 -08 PROJECT NAME: MW TUX SITE ADDRESS: 458 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS: J n roe , 1 1 f W Bu Public Works hitt - 4) E TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -27 -08 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire revention Awb Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: DATE: Planning l ivision Permit Coordinator j Not Applicable n No further Review Required n DUE DATE: 04-24 -08 Not Approved (attach comments) 1� Permit Center Use Only CORRECTION LETTER MAILED: _ ip Departments issued corrections: B dg Fire ❑ Ping tEf PW ❑ Staff Initials: ky Project Address: Contact Person: Sum ry of Revisi n: B (13 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.cttukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6- l ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # KY Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6(1 % IQ x afiA (,4 y V Q` 4 Phone Number: 612- 3 2 0ry Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio c Received at the City of Tukwila Permit Center by: — l ntered in Permits Plus on (( l - O \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: c9OI- / ^ 3 MTV OF TUKWILA JUN 19 2008 " E Date: D City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-43 1 -3665 Web site: http:/lwww.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # [cam Response to Correction Letter # Z ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: / /' RAJ l t.( x Project Address: ' S g So mq / Tit ktc)t` 1 A) }(- 9 5 Contact Person: Ma. .--r: , c j ] `.v> - 4l Phone Number: —6D 2— e / Summary of Revision: / // �e ro-7-' Pia /7 17 r C. 17'7 7 Gf.r v U 1 vt Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on applications fomts- applications on Iinelrevision submittal Created: 8 -13 -2004 • • Plan Check/Permit Number: Do 8' -- l S Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA MAY 2 0 2008 'ERMII CENTER City of Tukwila Department of Comnuusity Development 6300 Southcentar Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: blfKithrittALhibrifrOSal Steve Lancaster, Director DO 8 - l53 Steven M Mullet, Mayor Revision submittals must be submitted in person at the Permit Center. Revtsimsr will not be accepted through the wag fax etc. Date: el-D7 ' Z•ZO o Plan Cheek/Permf Number: ❑ Response to Incomplete Letter # Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued CITY OF 'ft 1v1N►Lq ❑ Revision requested by a City Building Inspector or Plans Examiner MAY 0 9 2008 PERMIT CENTER Project Name: A• vim- • H OC T1.Lc kJ t3 K_ Project Address: 4 b V �.. h<A . J Contact Person: --1 oT`f 3- r' - /e- °nT�• i''` one Number: 617. lD ✓ 5 (arAD Summary of Revision: d T. t. • AY,Ot=r% To L tncie L tom. A -1. • 1 27L K —its 7 c Au .4 t.. 1 /41 • 95 r-eiv 6c5vo . .. I CO " 4 T - T L S ' p!>acs r l O'-4 /v7 €i, -rte TaILb E , L.+- pct+ -t, i/M . % by Os L' M. ( P /s.4P.1 4471-7-2 -- -- 114Z.1-00(:, Ciatud.4 Oe r t.4c..5 • Sleet Number(s):I 1 • /s-1.<56 i A "Clow or highlight all areas of &vision fndudirtg date of revision Received at the City of T ukwila Permit Center by: kW-A/44 it \ 16 Entered in Permits Plus on (MCP( MW TUX 1835 Schackleford Ct Norcross, GA 3/17/08 Tukwila Building Division/Permit Center 6300 Southcenter Blvd, #100 Tukwila, WA 98188 This condition is hereby acknowledged by: • • The Tenant improvement permit for MW Tux, Tukwila Permit Number 90?) J S � is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit Number D06 -147 has received final inspection approval from the Building Division. ect Coors ' • at. Title: Pro Tenant Name: MW Tux, space #1580 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 (7 Water closet, tank or valve, >1.6 GPF 8 4 kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 8 Sot\ee Tee m411 - 158[ Property Street Address City -\\ State ZIP ,, Owner's Name L A--�1 ,J�� Subdivision Name .JO1 iT ere- /�11�1 I Lot # Subdiv. # Block # Building Name (if applicable) ( 3\ ) 815 4 g Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address LA . C . 9o001 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1) I certify that the information given is corr deviation will require resubmission of c Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev 9/07) 008- 1,53 Total Fixture Units RCE For King County *Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes L1No me Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B a L) RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be r- erred to King County's Wastewater Treatment Division at 206 - 684 -1740. ct. I under .ta • that the capacity charge levied will be based on this information and any cted d. a f, determination of a revised capacity charge. h -� 0 Date White — Kina County Yell o al Sewe• Acencv P nk — Sewer Customer RCE MR 2 5 2000 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 TRAVELERS CAS & SURETY CO 37S104262540 04/26/2004 Until Cancelled $12,000.00 04/27 /2004 Business Owner Information Name Role Effective Date Expiration Date BANKS, DAVID PRESIDENT 04 /27/2004 Look Up a Contractor, Electrillikl or Plumber License Detail Washington State Department of Labor and Industries 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. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License BANKSBC960J7 BANKS BROTHERS CONST INC CONSTRUCTION CONTRACTOR 602387137 0 CORPORATION 2402 UNIVERSITY AVE SUITE 204 SAINT PAUL OUT OF STATE MN 55114 6516441723 ACTIVE GENERAL UNUSED 4/27/2004 6/5/2010 DIVIS2I930D2 htMe• / /r.rFrnee .vim crnv /1ni/1.1-rir./r.rirnbE.r aerw9T inanea_12AAVCrt(''QA(1T1 • Page 1 of 2 (1A/AS P)(1AR \10. 1560 PROJECT D I RECTO 'r CODE I NFQR AT I ON TENANT CONTACT TITLE /POSITION PI -IONE: PAX: EMAIL: TYPE YEAR APPLICABLE CODES AMENDMENTS 11.41 / G/O THE MIENS NEARHOUSE ASBEST09 ABATE - '1T 4 DISPGS4L OF HATE • Ai2CWITECTLIRAL 2006 INTERNATIONAL !BUILDING CODE - 40650 ENCYCLOPEDIA COURT CLEAN AIR CERTIFICATE • • PLLII LNG 2006 UNIFORM PLUMBING CODE - FRE CA 14538 • _ • ELECTRICAL 2005 NATIONAL ELECTRIC GORE WITH WA STATE Al"1ENDENTS LANDLORD CONTACT TITLE /POSITION PWONE: PAX: EMAIL: MECWAIN'cAL 2006 INT - PIf2= 2006 $ E INTERNATIONAL BALDING GODS S INTERNATIONAL FIRE GODS - WESTFIELD JOSH KJr1 TENANT SERVICES ASSOC. (310) 813 -4161 (310) 681 -3151 JKIht'>i=L®WESTFIEI..D.COM ACCESSIBILITY 2003 ICC/ ANSI - 11601 WILSHIRE BLVD WA 03000 CONCRETE LOS ANGLE ES, CA 90001 RILL INTERIOR FLOOR SLAB • • EXISTING/ 515= DLO FOR ADDL NOTES ARC1- 1ITECT CONTACT TITLE /POSITION PI-IONE: PAX: EMAIL: WA TRENCHING / CORE DRILLING • • CORTLAND MORGAN ARCHITECTS CORTLAND MORGAN PROJECT MANAGER (811) 635 -5616 (&T) 635-56+9 trishlaacmaianet • 111 N. FIELDER ROAD ARLINGTON, TX 16012 CLOSE -LIP OPN'G, CREATE NEW OPNG TENANT LEASE AREA 1,660 Sa. FT. OCCUPANT LOAD CALCULATIONS OCCUPANT LOAD/SP # OF oGCUPANTS ENGINEER CONTACT TITLE /POSITION PWONE: PAX: EMAIL: TENANT USE GR.OUP M - TERCHANTILE SALES FLOOR 11132 SQ FT. 30 38 CONSTRUCTION t T t t 115 STORAGE/STOCK ROOM 410 SQ. FT. 3OO 2 DON PENN CONSULTING ENGINEERS MICHELLE JUDKINS PROJECT ENGINEER (BTU 410 -2858 (8T1) 251 -8411 michellejudk1ns®dcxipemaom SPRINKL132ED YES/ EXISTING ANCILLARY SPADES 58 SQ. FT. k20 1 3150 HY{Y 360 SUITE 101 01000 T1 14L $ MOISTURE PROTECTION TOTAL OCCUPANT LOAD 41 GRAPEVINE, ITE)cAS 16051 DEMISING WALL INSULATION BUILDING DEPAR - MENT CONTACT TITLE /POSITION PWONE: PAX: EMAIL: EXIT REQUIREMENTS # OF EXITS REQUIRED; 2 EXIT WIDTH/OCCUPANT 41 x .15 = 6" CITY OF MONTGOMERY JERRY RUSSELL BUILDING PLANS REVIEW (334) 241 -2080 (334) 240 -4261 wwwmattgomeryal.gov.depis MAX. TRAVEL DISTANCE: 15' -0" TOTAL EGRESS WIDTH REQ'D: 32' MIN CLEAR ROLL- II P GMLLE INSPECTIONS DEPARTMENT COORDINATOR ACTUAL TRAVEL DISTANCE, 60' -2" REQt MIN. EXIT WIDTFI (DOORS), 52' 103 N. PERRY STREET WA MAX DEAD END CORRIDOR; 2O'-O" REQ'D MIN. EXIT WIDTH (CORRIDOR): 44' • LOS ANGLE5ES, CA • HOLLOW METAL DOORS AND F R4i REQ'D MIN. EXIT WIDTH (AISLES): 36' • 'DEM' PANIC HARDWARE • • T E NANF'S GORE FOR TENANT'S KEYS FIRE RESISTANT CONSTRUCTION FLAME SPREAD REQUIREMENTS • STRUCTURAL FRAME: O SPACE: CLASS G INTERIOR BEARING WALLS; 0 SALES AREA, STOCKROOM, ETC. c FLOOR CONSTRUCTION: 0 EXIT PASSAGEWAYS C ROOF CONSTRUCTION: 0 E ACCESS CORRIDORS C STOREFRONT GLASS MD FRAMING EXIT CORRIDOR DOOR RATING, EXIST 13 FIRE RETARDANT WOOD ALLOWED? 1 •ES GQ PAN ° � I L 1ST �I i NG5 EXIT CORRIDOR DOOR LABEL: EXIST • P1JU1"1BlNG REQUIREMENTS NOTE: TOILETROOr15 ARE EXISTING VENDOR CONTACT CATEGORY PWONE: FAX EMAIL: NUMBER OF TOILET ROOMS REGIS': # OF TOILETS # OF URINALS LAVATORIES WA MALE O O O O VILLA LIGHTING PAVE GI-IRISTIANELL LIGHTING 800 - 325-0163 (314) 531 -8120 davecOvlllaligitthg.cam FEr1ALE 0 0 O O 1 WEST SItNttl, 2N EXISTING SOLE SUPPLIER • UNISEX L I 0 I WALPOLE, MA 02081 NO SUBSTITUTES • # OF DRINKING FOUNTAINS REQO BOTTLED WATER PROVIDED PORMGLA5 NORMAN DIETpJCH G.G. R. PANELS (416) 635 -8030 - normd®formglascomn MOP SINK OR SERVICE SINK REQ'D? I i .OVIDED NORTH YORK, ONTARIO CANADA AKI ON SOLE SUPPLIER • LEAD TirE: 3-4 NEEKS NO SUBSTITUTES PAINTING • SCS FLOORING SYSTEMS SHARON GIRE ALDEO GARRET / 11LE (323) 165 - (323) 165 -9581 sharongoscs- ystems.com NC: NON - COMBUSTIBLE NR: NOT REQUIRED NIA: NOT APPLICABLE (EXIST); EXISTING 6330 SAN VICENTE BLVD„ SUITE 110 SOLE SUPPLIER X 32 WALK C+ PLAT LOS ANGELES, GA 9004B NO SUBSTITUTES FIXTURE ONE KIN 5Cd4UTZ FIXTURES (25) 423 -4c14q (215) 131 -6003 kschLitzfacturconeran 1358 NORTH FRONT STREET x 112 • PHILADELPHIA PA 11122 • VG / COVE BASE ARMSTRONG WORLD INDUSTRIES NANCY MEDL CEILING TILE (80O)ARMiSTRONG - namedl®armstrcng.com STEFI -EN NEWCOMER VINYL SASE AND FLOORING • 917111EMIGarn ergarmstrongcom • NOTE: ALL QUESTIONS AND CORRESPONDENCE WIT; -I THE EXCEPTION OF CODE AND PLAN REVIEW ARE TO BE DIRECTED TO AFTER I -TOURS AND NOT THE PROJECT ARCHITECT. - NO SUBSTITUTES • • SHERWIN WILLIAMS DOUGLAS DERKAGS PAINT (856) 303 - - • • No SUBSTITUTES FIT ROOM PANET 5 / 5TSTE - • • ALTO SIGN JI - i MA.LIN SIGN VENDOR (215) 124 -T124 - com ostgnn 6510 UPLAND STREET MIRRORS x 124 • fmalhdah PHILADELPHIA, PA 19142 GARMENT HOLDING / STORAGE F'ANOS / STST131 • NOTE: THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT IT WILL NOT UNREASONABLY INTERFERE WITH THE LANDLORD OR ANY OTHER TENANT IN TI--IE SHOPPING CENTER AND IT SHALL ALLOW OTHER CONTRACTORS TO WORK IN THE SHOPPING CENTER WITS -TOUT INTERFERENCE. THE CONTRACTOR SHALL FURTHER ENSURE THAT LABOR HARMONY IS OBSERVED AND MAINTAINED ON THE SITE AT ALL TIMES. IN THE EVENT THE "OPEN SHOP" STATUS OF THE PROJECT IS CHALLENGED THE CONTRACTOR SHALL TAKE SUCH STEPS AS NECESSARY TO PREVENT LABOR ACTIONS AND /OR WORK STOPPAGES FROM OCCURRING. THESE CONSIDERATIONS AND STIPULATIONS ARE TO BE REFLECTED IN THE FIXED PRICE AMOUNT OF THE CONTRACT. NO REQUESTS FOR ADDITIONAL MONIES WILL BE APPROVED IN THE EVENT LABOR ISSUES ARISE. • 5TYLMARK, INC. BRAD LUNNING INTERIOR STOREFRONT (501) 43T -3952 (501) 431 -1111 bIunnhgAstylmcrk.com 65 MAIN STREET NE, PA. BOX 32008 - SYSTEM taoo rte' swt� MINNEAPOLIS, MN 55432 - NO 51113STITUTES �rivrai 10000 SPECIALTIES - - 'SOO) 663-4661 - - WALL MOUNTED ADVERTISING FRAt'ES - • - - BULLETIN AND PEG BOARDS • MUZAK. KIM ROBINSON MJSIG VENDOR (800) 331 -3340 -• Ilsa- mcdanieIOmuzokcom 3318 LAKaiONT BLVD • - • FORT MILL, SG 2110$ TOILET ROOM ACCESSORIES - • - - 11000 EQUIPMENT - - 513 - 1ING MACHINE / STEAMER - - • 12000 FURNISHINGS PODIUM / DISPLAY F'LATFOta • • MERCHANDISE DISPLAY HARDWARE v 61D T7 08 NOTE, GENERAL CONTRACTOR TO ALLOW 1 -10 CALENDAR DAYS FOR EQUIPMENT TO BE DELIVERED FROM DATE OF NOTIFICATION GIVEN TO R VENDOR_ T SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO SCHEDULE THE RELEASE OF EQUIPMENT. .1 SHEET INDEX .f.r. .•y. � f r>� . f'f + i '•iiii'�i:L ? +�::1::'F.F:'Ci'• .. ii iii• {:iR<�ir: ?� ?`;r:- :: ; - :f4 .vi:o;Jii:•iii:<': ii'J ?i'i: + « <' <: :� >:�r::;::�,: <;.: <,.:• �z mil T f r ' ' Jffv' Off } yg il cgr fa#�sr0 w ' f Jf/ f STANDARDS, BRACKETS AND 914ELVES r " 7 ? ,:a:c`v..;% '?$! d ' 2C:eg:.� ' �f':;.}- .'ar.�fi.�5' f f • f? ' : ,!f'�,�? ::..�. f- - -1�'.. nYn F/f f - _ ./.`.' -:... ..fb�:.' ./ � .. :P.ea'f{f`?}f f/ / ////I :. �. ��?. 3��!• ;f�, �y - ,r -,- .f,: ? <.......,..., Mk T UX sou c TW ENT ER MALL TUKN I LA, WA rr-7-AIZ Ire \. I ENVY i l�r`�N� • , i • • ;=: TI.O • 2 M SETA SPECIFICATIONS AND GENERAL NOTES 1 5PI.1 SPECIFICATIONS AND GENERAL NO TES AID CONSTRUCTION FLOOR PLAN AND PARTIT 1 is i z rf -: f . . /+ : #H. � rc } j A I.I CONSTRUCTION DETAILS AND NOTES / , \ A2.0 FIN; SH PLAN LEGEND DETAILS •O FIXTURE PLAN, LEGEND AND DETAILS .,',1 ,� 0 ) fi "' T f ` lf i 4;`i p pf f? f�ffi ti f` Y ' /Jf`fn'"fi4 is `lJjyfiA,?' T ich AAr Ylr6 4 ',0 W-y ffi { <�ff w , }f fi r i'f { b f iii CYl$J�f` w ly . H : ..rim.. - A f / .fL �¢ � � 1. a 0 SECTIONS A4.0 _REFLECT CEILING PLAN, LEGEND AND DETAILS 7 n I-IVAC UNITS ROOF -TOP A4.1 CEILING PLAN DETAILS A5.0 INTERIOR ELEVATIONS A5.1 TOILET R0011 AND FITTING ROOM ELEVATIONS • A60 ELEVATION ENLARGED STOREFRONT PLAN, ATION AND DETAILS n A6 5TOREI =RONT SECTION • c . ,, • • MECHANICAL /�IIZIGA • isx � � M r1ECHANIGAL PLAN, NO DETAILS, SCHEDULES TI4EF31O5TATS .O ELECTRICAL POWER PL A N NOTES AND 51TMBOLS o EI.I ELEGTI @;GAL LIGHtING P LAN SGHEDLJLES S NOTES 0 p E2.0 ELECTRICAL PANEL 5G. U1 =TAILS 4 NOTES v � !f � i Vg�® / PLO ENLARGED PLIFi$ING PLANS, NOTES, DETAILS 8 SCHEDULES tl FPI O FIRE FIR; PROTECTION PLAN / 1=0R REFERENCE ONLY SPRINKLER SHOP DRAWINGS / PERI1IT5 SPRINKLER 5TSTH1 MODIFICATIONS / SS e/: • Mir • I> � � z FIRE PROTECTION -FIRE ALARM 4 DETECTION SiblLt1 V I RESFQNS 19 I ©Y CHART DIVISIONS SCOPE FURNISHED BY IN BY G01 4T5 ! g 4 i m- g H o 4- 01000 GENERAL ASBEST09 ABATE - '1T 4 DISPGS4L OF HATE • • CLEAN AIR CERTIFICATE • • OBTAIN CRY APPROVED PLANS S ALL READ PBRMITS • _ • DEMOLITION AND DISPPSAL OF MATERIAL • FIRE STOPPING • • 02000 51TEWOi'2K EXTERIOR SITE WORK WA 03000 CONCRETE RILL INTERIOR FLOOR SLAB • • EXISTING/ 515= DLO FOR ADDL NOTES PARTIAL INTERIOR FLOOR SLAB WA TRENCHING / CORE DRILLING • • LEVELING AND PATCHING OF DISTING SLAB • • 04000 MASONRY CLOSE -LIP OPN'G, CREATE NEW OPNG WA 05000 METALS R1115J1 PGRT N/A 06000 WOOD $ PLASTICS BLOCKING • • 01000 T1 14L $ MOISTURE PROTECTION DEMISING WALL INSULATION WA RESTROOrt WALL WATERPROOFING • • 08000 DOORS 4 HARDWARE ROLL- II P GMLLE WA GLASS ENTRY OoGRS WA ALUM Nll1 / GLASS ENTRY DOORS • • HOLLOW METAL DOORS AND F R4i • • 'DEM' PANIC HARDWARE • • T E NANF'S GORE FOR TENANT'S KEYS • • 08400 STOREFRONT STOREFRONT GLASS MD FRAMING • • • • TGG TO 501DL_ 4 GOORD, INSTALL STOAT ILLUMINATED SIGNAGE U 1LP1INATEJ GRAPHIC PANEL WA Og000 FINISHES D13 WALL STUDS • • EXISTING DEMISING WALL GIValh1 BOARD • • TENANT TO INSTALL GIB. INTEPJOR WALL STUDS • • INTERIOR WALL OTES121 BOARD • • CEILINGS • • PAINTING • • CARPET • • WALK C+ PLAT WA HALL TILE • • GERA/1C TILE • • VG / COVE BASE • • rEERCHANDISE WALL PANELS / SYSTEM • • GASH WRAP / BACK WRAP • • GROWN / BASF 1111DiNG • • FIT ROOM PANET 5 / 5TSTE • • MIRROR ISLAND UNri PANELS/ SYSTEM • • MIRRORS • • GARMENT HOLDING / STORAGE F'ANOS / STST131 • • DIVISION 1 SCOPE FURNISHED BY INSTALLED BY COTTENTS taoo rte' swt� 1 a 101GN I raoo 9 �rivrai 10000 SPECIALTIES WALL MOUNTED ADVERTISING FRAt'ES • • BULLETIN AND PEG BOARDS • • CORNER GUARDS • • TOILET ROOM ACCESSORIES • • 11000 EQUIPMENT 513 - 1ING MACHINE / STEAMER • • 12000 FURNISHINGS PODIUM / DISPLAY F'LATFOta • • MERCHANDISE DISPLAY HARDWARE • • STANDARDS, BRACKETS AND 914ELVES • • MANAGERS DESK TOP COUNTER / CORK BGRAD • • 13000 SPECIAL CONSTRUCTION 14000 CONVEYING 51'STE3.1 15000 MECWANICALJPLUT SING I-IVAC UNITS ROOF -TOP • • LL SuFFr MAIN DUCT HVAG MAIN TRUNK DUCTWORK • • T.G.C. MOH REAR CORRIDOR 14VAG DISTRIBUTION DUCTWORK • • • • 14VAC DIFFUSERS / GRILLES TI4EF31O5TATS • o AIR BALANCE REPORT • • • • SPRINKLER SHOP DRAWINGS / PERI1IT5 SPRINKLER 5TSTH1 MODIFICATIONS • • FIRE PROTECTION -FIRE ALARM 4 DETECTION SiblLt1 • • T.G.C. TO Vk1RFFT REQUIREMENTS FIRE B<TINGUI51- • • WATER SERVICE TO TENANT SPACE • • EXISTING PL11t INC RCOGI-1 RN • • PLUMBING FIXTURES, FINAL CONNECTION • • MOP SINK, FINAL CONNECTION • • WATER COOLER, FINAL CONNECTION NA WATER I4FATER • • GAS PIPING • • 16000 ELECTRICAL METER SOCKET AND DISCONiECT SWITCH • • DINING METER • EXISTING I 1400K UP • • TGG TO ECHDL. S COORU. FEEDER SERVICE TO SPACE • • EXISTING TRANSFORM • • CUM BREAKEIR DISTRIBUTION / SERVICE PAIEI..(S) • • TIME CLOCK'S) • • TYPE) PANEL WI- LEE • • WIRING 4 CONDUIT FOR LIG'i-1TING/RECERTACLES/ SWITCI -TES • • LIGHTING PACKAGE / DUT SIGNS • • REAR DOOR BELL • • GUS`Ta'ff•12 ENUNCIATOR SYSTEM • • DWAL.I,T FAN • • JUNCTION BOX FOR STOREFRONT SIGNAGE • • CONDUIT TO SPACE W/ RILL STRING FOR T1gHpl -IONS 5ERVIC • • TEL PI4OtNE SERVICE TO 11-E SPACE • • E)1STiNG TB EPI -IONS BG ARP • • PAiNT T01141124 5/1212CLINDING WALLS r11SIC SY5TH'I • • TGC TO 5CF10L 4 COGIZD. INSTALL, LOW VOLTAGE VOICE 4 DATA LINES • • TGG TO PROVIDES INSTALL NORDSTROM a • ID o rnacy ra,o Mk TUX, NO. 1550 LEASE PLAN D I D cl o FUME NOT TO SCALE UNLESS 0714E2 NISE NOTED ALL ITEMS ARE TO BE SUPPLIED AND INSTALLED BY A66 EVI4TIQNS NOT TO SCALE ATP. ACC. AP. AC. AC.T. ADJ. ADJT. A/G ALT. ALUM. AB. ANOD. APPROX. ARCH. AUTO. BSr1T. 131. SRC. BET. BL. BLK. BLKG. BD. BOD. BOT. B.O. BLDG. BUR GAB. CPT. C.I. G.IP. CLG. CLG14T. GEM. GTR. G.T. CLR. GLO. COL. 001 CONG. C1°1U. CONST. GONST.JT. CONT. CIT. C.G. CORR GJ�L DET. DIAL. DIA. DIE. DIM. DISP. DR DWR. DWG. E. ELEC. EJ4C. EL. ELEV. E'ER. EQ. EQUIP. EXH. EXIST. EXPJT. EXP. ECT. FIN. FIXT. F.O. FA. F.E. F.E.G. FJ4S. FP. FPSD. E12. PLR. FD. FLUOR FT. ('1 FTC. END. FA.I. F.R.T. FS. FURRR. FUT. GA GALV. G.C. GL. GLBLK. GR. G. GYP. BD., GAB. HBD. H.G. HOW. HDWD. HDR. H.O. HTG. 14.VACC. HT. H. HP. H.C. H11. HORIZ. 1 -1.E3. HEN. HR 1-17D. N!7 NOL. NSTAL. D. NSUL. NT. JAN. JT. KIT. K.O. LBL. LAB. LAD. LAM. ABOVE FINISHED FLOOR ACCESS ACCESS PANEL ACOUSTICAL ACOUSTICAL TILE ADJACENT ADJUSTISLE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT ANODIZED APPROXIMATE ARCHITECT (Ui2AU AUTOMATIC BASEMENT BEAM BEARING BETWEEN BUILDING LINE BLOCK BLOCKING BOARD BOTTOM OF DECK BOTTOM BOT"FOM OF BUILDING BUILT UP ROOFING CABINET GARPET(E1) GAST IRON CUT IN FIFI r7 CEILING CEILING HEIGHT cEr NT CENTER CERAMIC TILE CLEAR (ANCE) CLOSET COLUMN COr•BIISTIBL.E CONCRETE (CAST -IN- PLACE) CONCRETE MASONRY UNIT CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS OR CONTINUE CONTROL JOINT CORNER GUARD CORRIDOR CURTAIN WALL OR GOLD WATER DEFT', DEFT14 DETAIL DIAGONAL DIAMETER DIFFUSER DIMENSION DISFENSER DOOR DRAWER DRAWING EAST ELECTRIC(AL) Fl FCTRIC WATER COOLER ELEVATION ELEVATOR EMERGENCY ENCL0SE(URE) EQUAL EQUIPMENT E EXISTING EXPANSION JOINT EXPOSED EXTERIOR FINIS14ED) FIXTURE FINISH OPENING FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUIS14ER CABINET FIRE I-10SE STATION FIREPROOFING FIRE-PROOF-SELF-CLOSING FIRE - RESISTANT EL00R(ING) FLOOR DRAIN FLLIORESCETTr FOOT FOOTING FOUNDATION FRESH AIR INTAKE FIRE RETARDANT TREATED FULL SIZE FURRED( INC) FUTURE GAGE, GAUGE GALVANIZED GENERAL CONTRACTOR GLASS, GLAZING GLASS BLOCK GRADE, GRADING GRANITE GYPSUM BOARD HARDBOARD HANDICAPPED HARDWARE HARDWOOD HEADER HIGH OUTPUT HEATING 14EATINGNENTILATIOW AIR CONDITIONING HEIGHT 141GH 141614 POINT HOLLOW CORE / HOLLOW METAL HORIZONTAL HOSE BIBB HOT WATER HOUR HYDRANT NGH NC U ) L ]7E(D / INC) NSTALLED NSIDE DIAMETER NSULATE(D)/ IOW NTERIOR JANITOR JOINT KITCHEN KNOCK GUT LABEL LABORATORY LADDER LAMINATED) LAV. L14. LT. LTJ4r. LIN. LVRR L.P. MER r1A5. 1 MAIL. MAX. MECH. MED. 1 MET. MEZ"L MIN! ) MIR. MISC. 1-LD. MR MT. Nov. MULL. N/A NAT. N.G NOM. N. N.I.C. N.T.S. NO. N.R O.G. OPG. OPP. 0)7. OA. 0S. PTO. PNL. PBD. PTN. FE R.F. P. PLAS. PLAT PL. PLGL, PIJ`B. PLGL. PLMB. P1-4D. PT. PVC. PSI=. P.S.I. P.L. Q.T. RAD. RECD. REF. REG. REINE. RESIL. RET. R.4. REV. RJ4. RD. R1. R.O. SCH. 5E01") SET. SIN. S.C. 5. SF'K. SPED. 5Q. S.Y. S.S. STD. 5TL. STOR. S.D. STRUGT. SUPL. SUSP. 5YrM. SYS. TEL. TV. TEMP. TERR. T.G.G. THK. T14RES. TOL. T *0 T.O.C. T.O.S. TASTL. T.O.W. TR. T. TX. TYP. UNF. U.O.N. VB. VAR VNR. VEERT. VEST. V. V.C.T. VJJ=. W.T.W W .G. WG. WD. WP. WS. WT. W.W.F. W/ WOW. W.GL. W J'I. W/0 WD. WP. LAVATORY LEFT HAND LENGTH, LIGHT LIGHTWEIGHT LINEAR LOUVER LOW POINT MANUFACTURER) MASONRY MASONRY OPENING MATERIAL(S) MAXIMIM M1=GHANIG(AL) MEDIUM MEMBRANE METAL. ME MINI1 MINUTE MIRROR MISCELLANEOUS MOLDING, MOULDING MOP RECEPTOR MOUNT(ED),(ING) MOVABLE MILLION NOT APPLICABLE NATURAL NON-COMBUSTIBLE NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER NOT REQUIRED ON CENTER(S) OPENING OPPOSITE OUTSIDE DIAMETER OVERALL L OCCUPANCY SENSOR PAINTED) PANEL PARTICLE BOARD PARTITION PERFORATE(D) PERSON(5) PLASTER PLASTIC LAMINATE PLATE PLATE GLASS PLUMBING PLATE GLASS pLurisiNe PLYWOOD POINT POLYVINYL CHLORIDE POUNDS PER SQUARE FOOT POUNDS PEER SQUARE INCH PROPERTY LINE QUARRY TILE RADIUS RECEPTACLE REFERENCE REGISTER REINFORCE(D)/ ING) RESILIENT RETURN RETURN AIR REVISION(S), REVISED RIG; -11f HAND ROOF DRAIN ROOM ROUGI-I OPENING SCHEDULE SECOND, SECTION SHEET SIMILAR SOLID CORE SOUTH SPEAKER SPECIFICATION(5) SQUARE SQUARE YARD STAINLESS STS_ STANDARD STEEL STORAGE STORM DRAIN STRUCTURAL SUPPLIED SUSPENDED SYr ? E t KY(ICAL) SYSTEM TELEVISION TEMPERED TERRAZZO TENANT GENERAL CONTRACTOR THICKNESS) THRESHOLD TOLERANCE TONGUE AND GROOVE TOP OF CURB TOP OF SLAB TOP OF 51 TOP OF WALL TOILET R001 TREAD TRANSFORMER TYPICAL UNFINISHED UNLESS 0TT4EPJ JISE NO t EL.) VAPOR BARRIER ( RETARDER) VARNISH VENEER VERTICAL VESTIBULE VINYL VINYL COMPOSITION TILE VERIFY IN FIELD WALL TO WALL WATER CLOSET WALL COVERING WOOD WATERPROOFING WEATHER STRIPPING 1- IGHT WELDED WIRE FABRIC I WEST WIDE WIDTH WITH WINDOW WIRED GLASS WIRE MESH WITHOUT 1-400D WORKING POINT ELEVATION LETTER ELEVATION GROUP SHEET NUMBER NOT TO SCALE D NORTW ELEVATION NUrBeR 914 r NUMBER DETAIL NUMBER SHEET NUMBER O VGT FINISH MATERIAL I FINISH NUMBER CT SALES 00I 3C MN TUX, 5OUTI- 1GENTE1z MAL TUKIAIILA, WA SYt EOLO VOT ;O $t. SECTION DESIGNATION REVISION MATERIAL TRANSITION INTIOR ELEVATION DESIGNATION DETAIL DESIGNATION COLUMN GRID NUMBER / LETT EVATION WEIGHT A. CEILING HEIGHT DOD0012 5GHIMULE N CEILING HEIGHT CHANGE PARTITION TYPE FINISH DESIGNATION ROOM NAME LINE OF SOFFIT OR SU NDED BJ31T TENANTS LEASE LINE CENTER LINE X STO 5o=4c INTERIOR / EXTERIOR ELEVATION DESIGNATION 1 °C)AT I ON 'L> NT � =2621 MH Ti R MALL A 9818 R�EQU�iRED FOR Otwerfti ff Electrical t�►ar� REVISIONS No changes shall be made to the scope of work without prior apPr of Tukwila Building Division. submittal an d may NOTE: ReViSIOTIS y inciude I addlti i a al plan view fees. FILE COPY Permit No Plar review approval Is � to ells and omissions. Approval of documents does not the violation of any adapted code or �. pt aPPrOved Fl - [•� 1. �. �; r. b review By Date: C` City of Tukwila EthL !INC DIVISION ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm C O R T L A N D CEIVIA M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 n RECEIVED CITY OF TUKVVILA MAY 0 9 2008 PERMIT CENTER 0 T1t , REVISIONS 02/04/08 LANDLORD GOr'I 5 I 05.06.06 FLIRT COI VENTS 1 00 SHEET NUMBER LO 00 ` V 010 00 N- 00 -(E‘ SOUTHCENTLR MALL SECTION 01010 - SUMMARY OF WORK A. THE WORK INDIGATED IN THE CONSTRUCTION DOCUMENTS 15 INTENDED TO DELINEATE THE SCOPE OF WORK REQUIRED TO CONSTRUCT A COMPLETE PROJECT. SECTION 01030 - SPECIAL PROJECT PROCEDURES IN GENERAL GONTRAGTOR. AGREEMENT SECTION 01045 - CUTTING AND PATCI -ZING THESE NOTES ARE ON DI.O DEMOLITION PLAN. SECTION 01500 - TEMPORARY FAG ILITIES I. FURNISH ALL TEMPORARY FACILITIES AND TEMPORARY UTILITIES REQUIRED FOR USE AND CONVENIENCE OF THOSE ENGAGED IN PROJEGT WORK. A. PROVIDE AN OPERATIONAL FACSIMILE MACHINE ON SITE PRIOR TO THE START OF CONSTRUCTION. B. IN AGGORDANGE WITH STANDARD CODE REGULATIONS, A SAFETY BARRIER MUST BE ERECTED AROUND THE CONSTRUCTION AREAS FACING THE MALL. COMPLY WITH LANDLORD- APPROVED STANDARD FOR BARRIER CONSTRUCTION. G. DUST AND DIRT: PROVIDE SATISFACTORY CONTROL. PROTECT OGGUPANTS, NEIGHBORING PROPERTY, PASSERSBY, CUSTOMERS, AND VISITORS FROM INJURY OR. DISCOMFORT FROM DUST. D. STORE AND PROTECT PRODUCTS PER MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN A CLIMATE CONTROLLED ENVIRONMENT. SECTION 01700 - PROJECT CLOSE -OUT A. FINAL CLEANING: GLEAN IN ACCORDANCE WITH EXCELLENT HOUSEKEEPING PRACTICES. REMOVE GREASE MASTIG, ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM SIGHT - EXPOSED SURFACES WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO SHINE CLEARLY. VACUUM ALL CARPETS. GLEAN THE INSIDE OF THE SLATS ON THE WOOD PANEL WALL SYSTEM AND VERIFY ENTIRE WORK AREA 15 GLEAN. B. MATERIALS AND MAINTENANCE MANUALS: MANUALS TO INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS AND GOMPLETE PARTS LISTS AS FURNISHED BY MANUFACTURER FOR ALL SYSTEMS, EQUIPMENT AND FIXTURES. FURNISH FINISHED COPIES IN OVERSIZED ENVELOPE, OVERSIZED DRAWINGS ACCORDION- FOLDED. INGLUDE TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. G. EXTRA STOCK: TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO OWNER'S REPRESENTATIVE. STORE WHERE DIRECTED. D. THE FOLLOWING WORK CONSTITUTES SUBSTANTIAL COMPLETION: I. ALL CONSTRUCTION TO BE GOMPLETE, READY FOR USE FOR WHIGH THE PROJECT 15 INTENDED. 2. ALL GLEANING, VACUUMING AND DUSTING COMPLETE. 3. ALL DEBRIS, SGAFEOLDS, LADDERS, TOOLS AND EQUIPMENT TO BE REMOVED FROM THE JOB SITE. 4. MECHANICAL: ALL SYSTEMS IN OPERATING CONDITION, ALL CONTROLS, DIFFUSERS AND REGISTERS COMPLETE; SYSTEMS SALANGED (BALANCING REPORT REQUIRED FOR PUNCH LIST INSPECTION); ALL PLUMBING COMPLETE. 5. ELECTRICAL: ALL SYSTEMS IN OPERATING GONDITION, GOMPLETE WITH TRIM; ALL LIGHT FIXTURES OPERABLE WITH LAMPS AND LENSES; MAINTENANCE DATA. 6. CERTIF[GATE OF OGGUPANGY OBTAINED FROM LOGAL AGENCIES. 1. LANDLORD APPROVAL TO OPEN UNIT FOR BUSINESS. E. GENERAL CONTRACTOR: TO LEAVE DUMPSTER AFTER SUBSTANTIAL COMPLETION FOR RETAIL OPERATIONS TO DISPOSE OF MERGHANDI SING TRASH WHEN STOCKING STORE. T.G.G. RESPONSIBLE FOR ONE (I) DUMP FEE FOR THIS PURPOSE AS WF1 L AS HAVING DUMPSTER PERMANENTLY REMOVED. AS -BUILT DOCUMENTS MUST BE SUBMITTED PRIOR TO APPROVAL OF LAST PAYMENT IT 15 ALSO TO BE A PUNCH LIST ITEM. (VERIFY) SECTION 02060 - EX ISTING CONDITIONS THESE NOTES ARE ON DI THE DEMOLITION PLAN. SECTION 02010 - SELECTIVE DEMOLITION THESE NOTES ARE ON DI.O THE DEMOLITION PLAN. SECTION 03010 - CONCRETE WORK A. WHERE THERE 15 AN EXISTING GONGRETE FLOOR SLAB, PREPARE THE SLAB TO REGEIVE FINISH AS INDIGATED ON DRAWINGS. B. GON I &.ACTOR SHALL INSPECT JOB SITE CONDITIONS AND REPORT ANY VARIATIONS IN THE LEVEL OR SURFAGE OF THE EXISTING SLAB THAT WOULD AFFECT THE AESTHETICS OR WEARABILITY OF THE FLOOR FINISH, GRIND HIGH SPOTS AS REQUIRED. FILL LOW SPOTS AND LEVEL UNEVEN SLABS WITH ARDEX K -15 SELF- LEVELING UNDERLAYMENT GONGRETE OR APPROVED EQUAL. PREPARE SLAB AND INSTALL LEVELER IN STRICT ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. SECTION 03015 - FLOOR SLAB MODIFICATIONS A. T.G.G. SHALL INSPEGT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLAGED FOR INSTALLATION OF PLUMBING, ELECTRICAL AND MECHANICAL WORK. ALL PENETRATIONS OF THE SLAB SHALL BE COORDINATED WITH THE LANDLORD TENANT COORDINATOR. B. ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORD'S REQUIREMENTS_ (REINFORCEMENT, ADMIXTURES, BASE) SECTION 03300 - CA5T-I N-PL ACE CONCRETE A. GONFORM TO AGI 318 BUILDING CODE AND AGI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. B. CONCRETE: I.READY -MIXED CONCRETE, ASTM G -C.4. 2. STRENGTHS AS INDIGATED, 2,000 P51 MINIMUM IF NOT INDIGATED, SLUMP NOT TO EXCEED 3 INCHES FOR SLABS. CONFORM WITH LANDLORD REQUIREMENTS. G. INTERIOR AND EXTERIOR SLAB FINISHES: SCREED TO TRUE LEVEL OR SLOPES, TOLERANCE I/5 INCH TO 10 FEET. TOOL ALL SALIENT EDGES OF GONGRETE. I. (INTERIOR) TWO -PASS STEEL TROWEL ALL SURFACES TO HARD, DENSE SURFACE, FREE FROM MARKS. D. CURING: GOAT WITH LIQUID MEMBRANE- FORMING COMPOUND CONFORMING TO ASTM G -300, TYPE I, PER MANUFACTURERS REGOMMENDATI ONS. SECTION 05400 - COLD FORMED METAL FRAMING SEE ALSO SECTION 0'4110 DESIGN FOR METAL FRAMING SYSTEM 15 BASED UPON PHYSIGAL AND STRUCTURAL PROPERTIES FOR MEMBERS AS PUBLISHED BY UNITED STATES GYPSUM. T.G.G. 15 TO PROVIDE AND INSTALL METAL STUD FRAMING OF DEPTH AND GAUGE AS INDIGATED IN THE DRAWINGS. IF GAUGES OF VERTICAL MEMBERS ARE NOT SPECIFIED, PROVIDE MEMBERS IN ACCORDANCE WITH STUD SCHEDULE ON THE DRAWINGS OR AS PUBLISHED BY US.G. FOR LOADING CONDITIONS ENCOUNTERED. IF LOADING CONDITIONS ARE UNUSUAL OR DIFFERENT FROM THOSE INDICATED ON THE DRAWINGS, CONTACT ARCHITEGT/ENGINEER FOR RESOLUTION. SECTION 06050 - FASTENERS AND ADI- IESIVES A. MATERIALS: CONFORM TO BUILDING GODE FOR FASTENERS TO BE USED ON STRUCTURAL MEMBERS. REFER TO MANUFACTURER'S LITERATURE FOR RECOMMENDED TYPE, SIZE AND SPACING FOR FASTENERS FOR SPECIFIED NEW AND EXISTING COMPONENTS AND MATERIALS. SECTION 06100 -- ROUGH CARPENTRY A. ALL WOOD STUD FRAMEWORK, WOOD BLOCKING, AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL GODES AND LANDLORD REQUIREMENTS. B. WOOD FRAMING MEMBERS SHALL BE NO.I LIGHT FRAMING DOUGLAS FIR OR NO.2 OR BETTER YFI I OW PINE. SECTION 06200 - F INISI -I CARPENTRY A. GODES AND STANDARDS: AWI CURRENT EDITION, QUALITY - STANDARDS 4 GUIDE SPECIFICATIONS MANUAL. B. ROUGH LUMBER AND PLYWOOD: LUMBER HAYING MODULES OF ELASTICITY OF NOT LESS THAN 1,600,000 P51 AND ALLOWABLE FIBER STRESS OF MORE THAN 1400 P51, IN STANDARD DIMENSIONS, MOISTURE CONTENT NOT MORE THAN I G. FIRE TREATMENT OF ALL ROUGH LUMBER AND PLYWOOD 15 AS FOLLOWS: I.ROUSH LUMBER TREATED WITH PRESSURE FIRE RETARDANT PER AMERIGAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA 620, EAGH PIECE TO BEAR UL. LABEL, "FR -5 ". 2. PLYWOOD AND PARTIGLE BOARD TREATED WITH PRESSURE FIRE RETARDANT PER AMERIGAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA G21, EACH PIEGE TO BEAR U.L. LABEL. PLYWOOD CONGEALED FROM VIEW ONLY. D. FINISHED LUMBER: (.INTERIOR PAINT GRADE WOOD: HEMFIR OR SOUTHERN PINE, WWPA CASING AND BASE, MG, B AND BTR OR EQUIVALENT. 2. MOISTURE CONTENT, KILN DRIED, NOT MORE THAN G% WHEN DELIVERED. 3. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. E. PLYWOOD: I.PAINT GRADE PLYWOOD APA GROUP I, GRADE A-G INTERIOR PLYWOOD. FLAME SPREAD RATING AS NOTED ON DRAWING OR AS REQUIRED BY CODE. F. FABRIGATION: CONFORM TO AWI QUALITY STANDARDS, "CUSTOM" GRADE. RELIEVE BACK-5 OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5 INCHES WIDE AND I INCH NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. (VERIFY) G. INSTALLATION: I. INSTALL AI L MATERIAL WITH TIGHT JOINTS. 2. MITER CASINGS AND MOLDINGS. 3. AI I RUNNING TRIM ONE PIECE UP TO 10' -0 ". MATCH GRAIN AND COLOR PIECE TO PIECE. 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOWN. SET FASTENERS FOR PUTTYING. 5. EASE ALL EXPOSED WOOD EDGES I/8" WIDE MINIMUM RADIUS, OR AS INDICATED. SEGTION 06400 - ARCH ITECTURAL WOODWORK A. ALL WORK 15 TO BE PERFORMED IN COMPLIANCE WITH ARGHITEGTURAL WOOD WORK QUALITY STANDARDS, GUIDE SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM CUSTOM GRADE, AS PUBLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE. ANY QUESTIONS CONCERNING APPLICATION OF THESE STANDARDS SHALL BE REFERRED TO THE ARCHITECT. B. T.G.G. TO PROVIDE AND INSTALL WOODWORK AS INDIGATED ON THE PLANS. T.G.G. TO PROVIDE AND INSTALL PLASTIC. LAMINATE ON SURFACES AS INDICATED ON THE PLANS. G. PLASTIC LAMINATE: NEMA LD -3 OF THICKNESS, TYPE AND GRADE DESIGNATION INDICATED IN COLOR PATTERNS AND FINISHES AS INDICATED ON DRAWINGS OR AS SELEGTED. SECTION 0/210 - BU ILDI NG INSULATION A. DESGRIPTION OF SYSTEMS: THERMAL AND ACOUST INSULATION TO FULL HEIGHT OF HALLS INDICATED ON PLAN. PROVIDE SAFING INSULATION AT FLOOR EXPANSION JOINTS, AROUND ALL OTHER FLOOR PENETRATIONS, AND AT OTHER AREAS INDICATED OR REQUIRED TO MAINTAIN REQUIRED FIRE SEPARATION. B. THERMAL BAIT INSULATION: FLEXIBLE BLANKET, FOIL - FACED, ROCK OR GLASS WOOL, CONFORMING TO HH -521E, TYPE 111, R -1 VALUE. (VERIFY) G. SAFING INSULATION: APPROVED: THERMAFIBER FIRE CONTAINMENT PLUS SMOKE -STOP COMPONENTS TO MEET CODE REQUIREMENTS AS MANUFACTURED BY UNITED STATES GYPSUM. SECTION O7g00 - JOINT SEALANTS A. SEAL INTERIOR AND EXTERIOR: 1.5EAL ALL AREAS EXPOSED TO EXTERIOR. 2.SEAL AROUND MIRRORS AND IN FITTING ROOMS. 3.5EAL PLUMBING FIXTURES AS REQUIRED. B. BACK -UP MATERIAL: FIBERGLASS, POLYURETHANE FOAM, OR POLYP 1 HYLENE FOAM, AS RECOMMENDED BY SEALANT MANUFACTURER. G. MATERIALS: I.PROVIDE AND INSTALL SEALANT AS REGOMMENDED BY MANUFACTURER FOR USE WITH MATERIAL AND EXPOSURE CONDITIONS ENCOUNTERED. 2.INSTALL SEALANT IN STRICT CONFORMANCE WITH MANUFACTURER'S WRI I 1 tN REGOMMENDATI ONS. SECTION 08100 - METAL DOORS AND FRAMES A. FIRE LABELS: PROVIDE UNDERWRITERS' LABELS ON DOORS AND FRAMES WHERE, AND OF GLASS INDICATED. B. REFERENCE STANDARDS: (.STEEL DOOR INSTITUTE: S0I -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES. 2.NATIONAL ASSOCIATION OF ARGHITEGTURAL METAL MANUFACTURERS NAAMM -CHMI SPEGIFIGATION FOR GUSTOM HOLLOW METAL DOORS 4 FRAMES. NAAMM FIRE -RATED CUSTOM METAL DOORS AND FRAMES. 3AMERICAN SOCIETY FOR TESTING AND MATERIALS: ASTM A566 SPEGIFIGATION OF STEEL, GARBON, GOLD - ROLLED SHEET QUALITY GOMMERG G. MATERIALS: I.GONFORM TO NAAMM, PAGES 3 THROUGH 6. CONFORM TO NAAMM FOR LABELED GONSTRUGTION. 221N6 -GOAT ANY EXTERIOR DOORS, AND DOOR FRAMES 3.SOUND DEADENING: MANUFACTURERS STANDARD INORGANIG NONCOMBUSTIBLE INSULATION. 4.ANGHORS, FASTENERS, AND ACCESSORIES: MANUFACTURER'S STANDARD. D. STEEL DOOR FRAME FABRICATION AND MANUFACTURER: KNOCK DOWN FRAMES: PROVIDE STANDARD TYPE, KNOCK DOWN FRAMES DESIGNED TO BE SECURELY INSTALLED IN THE ROUGH OPENING AFTER FINISH WALL MATERIAL 15 APPLIED. E. PREPARATION FOR FINISH HARDWARE: (.WORK TO TEMPLATES FOR. ALL HARDWARE. 2.GONFORM TO STANDARDS OF HARDWARE MANUFACTURER AND CODE REQUIREMENTS. F. INSTALLATION: 1.GONFORM TO NAAMM, PAGE 6, PART 3. 2.WELDED FRAMES: LEAVE FRAME SPREADER BARS INTAGT UNTIL FRAMES ARE SET PERFECTLY SQUARE AND PLUMB, AND ANCHORS ARE SECURELY ATTACHED. 3.KNOGK DOWN FRAMES: FILL FRAME MITER WITH APPROVED FILLER, AND SMOOTH AND PRIME. SECTION 08210 - WOOD DOORS A. DESCRIPTION OF SYSTEMS: REFER TO "DOOR SCHEDULE" FOR DOOR SPEGIFICATION. B. GODES AND STANDARDS: ARCHITECTURAL WOODWORK INSTITUTE (MI) QUALITY STANDARDS, GUIDE SPECIFICATIONS AND QUALITY CERTIFICATION. G. FLUSH DOORS: l_CONFORM TO NWMA 1.5.1 SERIES AND A1"11 STANDARDS. 2.VENEER: WOOD: AWI CUSTOM GRADE FINISH. HARDWOOD: PLAIN SLICED RED OAK FACES, TRANSPARENT FINISH. OPAQUE FINISH: BIRCH VENEER, PRIMED UNLESS OTHERWISE INDICATED ON DRAWINGS. 3.SOLID GORE, PARTICLE BOARD OR STAVED LUMBER AWI SPEC. SYMBOL PG -5 SLG -5. 4.EDGE, MATCH FACE VENEERS. 5.FIRE RATED DOORS, CONFORM TO ASTM -E152, WITH MINERAL SOLID GORE, EDGE BANDS OF KILN - DRIED HARDWOOD TREATED WITH FIRE RETARDANT TREATMENT. LABEL AS INDICATED D. STILE AND RAIL DOORS: (.STILE AND RAIL AWI PREMIUM GRADE CONSTRUCTION. 2.W00D: AWI GRADE I, CLEAR VERTICAL GRADE DOUGLAS FIR. 3.HARDWOOD: A111 GRADE I, RIFT SAWN WHITE OAK, TRANSPARENT FINISH, UNLESS OTHERWISE INDICATED_ SECTION 08305 - ACCESS DOOM'S A. APPROVED MANUFAGTURER: MILGOR DIVISION OF INRYGO INC. STYLES AND SIZES SHALL BE AS INDICATED. USE STYLE DW SIZE 24 "x24" MINIMUM IF NO SIZE INDICATED. HINGES SHALL BE GONGEALED, SPRING TYPE, OPENING TO 115143. LOCKS SHALL BE FLUSH, SCREW DRIVER OPERATED, WITH METAL GAM. PROVIDE RATED DOOR WHERE REQUIRED. SECTION 08330 - ROLL UP GRILL "ADVANCED DOOR TECHNOLOGIES" A. GENERAL I. STANDARD CURTAIN PATTERN: SL-I0 FORMED FROM 5/16" ROLL FORMED GALVANIZED STEEL HORIZONTAL RODS OGGURING 2 1/2" O.G. CONNECTED BY VERTICAL LINKS OGGURING 10" O.G. HORIZONTAL RODS ARE GOVERED WITH 3/8" DIAMETER DRAWN ALUMINUM TUBING TO CONGEAL THE STEEL RODS AND MAINTAIN LINK ALIGNMENT, 2. BOTTOM BAR ASSEMBLY: FORMED FROM 6063 -T -5 EXTRUDED ALUMINUM SHAPES TO THE BOTTOM OF THE CURTAIN TO AGT AS A STIFFING MEMBER AND TO HOUSE THE AND AFFIXED DEVICE. LOGKING 3. LOGKING DEVIGE: A MASTER KEYABLE 2 -POINT DEAD -LOCK CONGEALED WITHIN THE BOTTOM BAR. LOCATED AT THE CENTER OF THE DOOR, THIS KNOB AGTUATED, SPRING LOADED, RETRACTING LOCK THROWS A LOCK ROD INTO EACH JAMB WITH A SINGLE ACTION TO SATISFY MOST EMERGENCY EGRESS REQUIRMENTS WHERE REQUIRED. 4. GUIDES: FORMED FROM HEAVY DUTY 6063 -T5 EXTRUED ALUMINUM SHAPES TO PROVIDE RESISTANCE TO "CRUSHING" DURING DRY WALL GONSTRUGTION.gUIDES SHALL INCLUDE PROVISIONS FOR ADJUSTABLE MECHANICAL UP -STOP TO PREVENT CURTAIN OVER TRAVEL AS RIGID VINYL LINERS TO PREVENT METAL TO METAL CONTACT AND REDUCE NOISE. 5. STANDARD FINISH: ALL ALUMINUM GOMPONETS SHALL BE MILL. STANDARD FINISH FOR BOTTOM BARS AND GUIDES SHALL BE CLEAR ANODIZED 6. BRACKET PLATES: FORMED A 511_tL PLATE OF NOT LESS THAN 3/16" IN THICKNESS TO SUPPORT THE GOUNTER- BALANGE ASSEMBLY. STANDARD RIGHT HAND PLATES WILL BE INCORPORATED USING A TORSION- SPRING TENSIONING DEVICE AT THE LEFT END AND A SELF- ALIGNING BEARING AT THE RIGHT END. 1. COUNTER BALANCE: FORMED FROM A HELICAL TORSION SPRING COUNTER - BALLANGE ASSEMBLY HOUSED WITHIN A STEEL PIPE OF NOT LESS THAN 4" IN DIAMETER. LARGER PIPE DIAMETERS ARE USED TO LIMIT DEFLECTION TO 0.030" PER SQ. FT. SPAN. THE TORSION SPRING SHALL BE ENGINEERED TO NEUTRALIZE DOOR WEIGHT AND FACILITATE OPERATION. 8. INCLUDED IN INSTALLATION; PROVIDE TO TENANT ALUMINUM PULL DOWN POLE. B. PROVIDE MANUFACTURERS STANDARD WRI 1 1 EN WARRANTY UPON INSTALLATION OF ROLL UP GRILL. SECTION 08410 - EXTERIOR STOREFRONT SYSTEM I. ENTRANCES A. ALUMINUM STANDARDS: I. STANDARD FOR DESIGN OF ALUMINUM DOORS AND FRAMES SHALL BE KAWNEER TRIFAB 350 WITH MEDIUM STILE OR EQUAL. 2. BOTTOM RAIL SHALL BE OF HEIGHT AS REQUIRED BY THE AUTHORITIES BUT AT NO TIME SHALL IT BE LESS THAN 10 INCHES IN HEIGHT. B. FRAMES: 1. FRAMES, MULLIONS AND TRANSOM BARS SHALL BE CONSTRUCTED OF ALUMINUM EXTRUSIONS OF 1/S INCH MINIMUM WALL THICKNESS, AS INDICATED ON DRAWINGS, EQUAL TO KAWNEER SECTION. G. FASTENERS: I. FASTENINGS SHALL BE OF ALUMINUM ALLOYS STAINLESS STEEL, OR CARBON STEEL, GADHIUM OR CHROMIUM PLATED. 2. EXPOSED FASTENERS SHALL BE FINISHED TO MATCH ANODIZED ALUMINUM. D. HARDWARE: 1. OPERATING HARDWARE SHALL BE FURNISHED BY DOOR MANUFACTURER IN AGGORDANGE WITH FOLLOWING SCHEDULE. 2. ALL EXPOSED ALUMINUM SHALL MATGH STOREFRONT FINISH: PULL - KAWNEER STYLE "GSG" W/ CLEAR ANODIZED FINISH PUSH - KAWNEER STYLE "GP -II" SINGLE AGTING L^V CLEAR ANODIZED FINISH THRESHOLD: MANUFACTURER STANDARD WITH SWEEP WEATHERSTRIPPING - PERIMETER WOOL PILE ALL OTHER HARDWARE FURNISHED BY HARDWARE SUPPLIER 2. STOREFRONT SYSTEM A. ALL ALUMINUM FRAMING SHALL BE TRIFAB 11 VG 451/45T SYSTEM AS SHOWN ON THE DRAWINGS AND AS MANUFAGTURED BY KAWNEER OR APPROVED SUBSTITUTION. B. STRUCTURAL SILICONE GLAZED I. GLAZING- FRONT 2. FLUSH GLAZED FROM OUTSIDE G. CONSTRUCTION AND DESIGN: I. ALL ALUMINUM FRAMING SHALL HAVE A FAGE DIMENSION OF 2 - 4 1/2" DEPTH. 2. THE FRAMING SHALL BE AGGURATELY ASSEMBLED WITH UNEXPOSED FASTENERS UTILIZING EXTRUDED SPLINES. 3. ALL GLASS SHALL BE SILICONE COMPATIBLE GLAZING GASKETS ON BOTH SIDES. FLASHING: SILL/ SILL RECEPTOR/ FLASHING EXTENSIONS (0.063) WITH FORMED PAN ON T DRAWINGS OR NOT. I. PR WITH ENDS TU 3. FINISHES A. GLASS II BLACK ANODIZED FINISH: I. AA- M12G22A31 (MECHANICAL FINISH: AS FABRICATED, NONSPEGULAR; CHEMICAL FINISH: ETCHED, MEDIUM MATTE; ANODIC COATING: GLASS II ARGHITEGTURAL, GLEAR FILM THICKER THAN 0.4 MIL). • yf . • SECTION 08415- INTERIOR. STOREFRONT SYSTEM I. STOREFRONT SYSTEM A. PROVIDE ALUMINUM FRAMING BY STYLMARK WALLMAKER INTERIOR STOREFRONT SYSTEM AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY STYLMARK. B. NO SUBSTITUTIONS ALLOWED. G. STOREFRONT GOMPONENTS SHALL CONSIST OF THE FOLLOWING: 1. ALUMINUM SILL: 6" HIGH X 2" DEEP, 110481 2. SILL ANCHOR: 2' X 125 ", 110355 5. HEADER: 2" X 1.75 ", 110483 4. ALUMINUM GD DEGREE CORNER: 2.75" X 2.15" X 2" DEEP, 510761 5. ALUMINUM GLASS CLIP: 2" X 2" X 1.125 ", 232045 D ACCESSORIES: I. ALUMINUM GRILL WRAP: PROVIDE 2 PIECE 20 GAGE 55" X 5" METAL CLADDING. EXPOSED EDGES TO BE FOLDED OR RETURNED BEHIND ADJACENT GONSTRUGTION. FINISH TO MATCH STOREFRONT SYSTEM. 2. GLASS CLIPS: ALUMINUM GLASS CLIP 2" X 2" x 1.125 ", FINISH TO MATCH STOREFRONT, STYLMARK FINISH NO. 215. E. GLASS 4 GLAZING: I. I/2" CLEAR TEMPERED GLASS AS INDIGATED IN SECTION 08800 GLAZING 4 MIRRORS F. FINISH I. STYLMARKS NO. 215 BRUSHED BRITE STAINLESS STEEL. 2. MECHANICAL BRUSHED FINISH. 3. TYPE 11 CLEAR ANODIZED DECORATIVE FINISH APPROXIMATE FILM THICKNESS 0.25 MILS, ORGANIC DYE TO MATCH STAINLESS 51 EEL. 2. ENTRANCE DOORS A. PROVIDE GLASS HARDWARE AND INSTALLATION OF TEMPERED ALL GLASS DOORS B. GLASS DOOR MANUFACTURER AND INSTALLER SHALL BE ENGAGED IN THE HEAVY TEMPERED GLASS DOOR MANUFACTURING AND INSTALLATION FOR. AT LEAST FIVE (5) YEARS G. PROVIDE MANUFACTURERS WARRANTY ON GLASS DOORS; WRITTEN WARRANTY SIGNED BY THE FABRIGATOR OF THE GLASS DOORS AND GLASS DOOR SYSTEM AGREEING TO FURNISH F.0 .B POINT OF FABRICATION, FREIGHT ALLOWED PROJECT SITE, WITHIN A (5) YEAR WARRANTY PERIOD REPLACEMENTS FOR THOSE DOORS THAT DEVELOP MANUFACTURING DL MANUFAGTURING DEFECTS ARE DEFINED AS ANY DET MATERIALLY OBSTRUCTING VISION THROUGH THE GLASS AND ANY MEGRANIGALFAILURE OF HARDWARE WHIGH PREVENTS THE PROPER OPERATION OF THE DOORS AND APPROPRIATE INSTALLATI D. PRODUCTS I. TEMPERED GLASS DOORS: PROVIDE DORMA -GLAS TYPE "BP" GLASS DOORS WITH TOP PATCH FITTINGS (2 "X6 I/2 ") AND A GONTINOUS 6" HIGH SQUARE BOTTOM RAIL, NO SUBSTITUTIONS ALLOWED. 2. LOCK: BOTTOM RAIL LOCK MECHANISM 15 A 11/8" LENGTH MORTISE GYLINDER WITH YALE 1161 OR "B" STYLE GAM AND A ROUND BOLT DEAD LOCK ENGAGING IN A FLAT MOUNTED OR DUST PROOF STRIKE. 3. FINISH: #4 BRUSHED STAINLESS STEEL 3. INSTALLATION A. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION. B. RIGIDLY SECURE NON- MOVEMENT JOINTS. G. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION. D. METAL PROTECTION: I. WHERE ALUMINUM CONTACTS DISSIMILAR METALS, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH PRIMER OR BY APPLYING SEALANT, TAPE OR INSTALLING NON - CONDUCTIVE SPACERS AS RECOMMENDED BY MANUFAGTURER. 2. WHERE ALUMINUM WILL CONTACT CONCRETE OR MASONRY, PROTECT AGAINST CORROSION BY PAINTING WITH BITUMINOUS GOATING. 3. INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH ESTABLISHED LINES, WITHOUT WARP OR RACK. E. GOMPLY WITH PRINTED RECOMMENDATIONS OF DOOR MANUFACTURER. ADJUST THE HARDWARE AND LOCK STRIKES TO OBTAIN PROPER DOOR GLEARANCES IN AGGORDANGE WITH MANUFAGTURE'S INSTRUCTIONS. F. PROTECT ALL GLASS AND DOORS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. IF SUGH GONTAMINATION OCCURS REMOVE IMMEDIATELY BY METHOD RECOMMENDED BY MANUFACTURER. SECTION 08700 - HARDWARE A. DESCRIPTION OF SYSTEMS: I. WORK INCLUDED: PROVIDE ALL FINISH HARDWARE FOR COMPLETE WORK IN ACCORDANCE WITH DRAWINGS AND SPEGIFIGATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTOR'S GONVENIENGE ONLY AND ARE NOT GUARANTEED ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH THE ITEMS SPECIFIED. 2, WORK NOT INCLUDED: HARDWARE NOT INCLUDED IN THIS DIVISION, BUT SPEGIFIED ELSEWHERE; SASH HARDWARE, METAL PARTITION HARDWARE, CASE OR CABINET HARDWARE. 3. GENERAL REQUIREMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. EXPOSED SURFACES OF HARDWARE SHALL BE GOVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 4, SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY RECOGNIZED BUILDERS' HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS THAN FIVE YEARS. 5. MAKES: NUMBERS SHOWN IN HARDWARE SCHEDULE ARE FROM THE CATALOGS OF MANUFACTURERS INDICATED, AND ARE INTENDED FOR PURPOSES OF EXAGT EXCEPT AS SHOWN, NO SUBSTITUTIONS WILL BE ALLOWED UNLESS WRITTEN REQUEST AND SAMPLES ARE SUBMITTED TO THE ARGHITEGT SEVEN ( DAYS PRIOR TO 51D OPENING. IF SUBSTITUTES ARE APPROVED, THE ARGHITEGT WILL ACKNOWLEDGE BY ADDENDUM TO THE SPECIFICATIONS. 6. KEYS $ KEYING: ALL CYLINDER ITEMS SHALL BE CONSTRUCTION KEYED. CONSULT THE OWNER TO DECIDE WHIGH LOCKS GET KEYED ALIKE. 1. CONTRACTOR SHALL PROVIDE SIX (6) ADDITIONAL INTERCHANGEABLE CORES FOR EACH LOGK SPECIFIED AS HAYING AN INTERCHANGEABLE GORE. PROVIDE FOUR KEYS FOR EACH LOGKSET AND INTERCHANGEABLE GORE. 5. HARDWARE GROUPS: PER DRAWINGS. B. HARDWARE GROUPS: 1. FOR ALL HARDWARE GROUPS WHERE THERE ARE EXISTING DOORS AND HARDWARE, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING HARDWARE, ITS CONDITION AND TYPE, FOR COMPLIANCE WITH THE HARDWARE GROUPS LISTED ON THE DRAWINGS. ANY HARDWARE EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED WHEN SCHEDULED FOR REUSE. ANY HARDWARE INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPEGIFIGATIDNS. REFER ANY QUESTIONS GONGERNING REUSE OF EXISTING HARDWARE TO THE ARCHITECT FOR RESOLUTION. EXISTING HARDWARE SHALL BE REKEYED TO BE COMPATIBLE WITH ITEMS SPECIFIED IN THE HARDWARE SCHEDULE. 2. INSTALLATION OF FINISH HARDWARE: INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUGTIDNS AND RECOMMENDATIONS. INSTALL NO HARDWARE UNTIL SUBSTRATE FINISHES ARE COMPLETE. WHEREVER GUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHIGH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY,THEN REMOVE AND STORE DURING APPLICATION OF FINICl 1E5. REINSTALL UPON COMPLETION OF FINISH OPERATIONS. SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOGATION. ADJUST AND REINFORGE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR A SECURE INSTALLATION. DRILL AND COUNTERSINK ITEMS WHIGH ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANGHORAGE AS INDIGATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 3. LOCATIONS: UNLESS OTHERWISE INDIGATED, LOCATE HARDWARE IN ACCORDANCE WITH PHI RECOMMENDED LOCATIONS. QUESTIONS RELATED TO HARDWARE LOCATIONS SHALL BE REFERRED TO THE ARGHITEGT. 4. ADJUSTMENT AND GLEANING: ADJUST AND GHEGK EACH ITEM OF HARDWARE AND EACH DOOR TO ENSURE OPERATION AND FUNCTION OF EACH UNIT. LUBRICATE ALL MOVING PARTS WITH GRAPHITE -TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFAGTURER. REPLACE ALL HARDWARE WHIGH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 5. FINAL ADJUSTMENT: a. WHENEVER THE HARDWARE INSTALLATION 15 MADE MORE THAN ONE (I) MONTH PRIOR TO ACCEPTANCE OF THE WORK, MAKE FINAL ADJUSTMENT AND GHEGK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO AGGEPTANGE, UNLESS OTHERWISE DIRECTED BY THE ARGHITEGT. GLEAN AND RELUBRIGATE OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCK SETS AND CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF A MANUFACTURER'S REPRESENTATIVE. b. VERIFY WORKING GONDITION OF EXISTING HARDWARE. SECTION 08800 - GLAZING AND MIRRORS A. DESCRIPTION OF SYSTEMS: PROVIDE GLAZING AND RETAIL MATERIALS FOR ALL INDICATED EXTERIOR AND INTERIOR OPENINGS, INCLUDING RETAIL MIRRORS AND TOILET MIRROR. B. TEMPERED GLASS: IA-EAT-TREATED ANNEALED FLOAT GLASS CERTIFIED AS SAFETY GLASS, CONFORMING TO FED. SPEC. DP -G- 14038(1). 2.PROVIDE GLASS WITH CHAMFERED EDGES, SAW GUT FINISH AT EDGES TO BE SEALED; POLISHED AT EDGES TO BE EXPOSED IN THE FINISHED WORK. 3.PERFORM ALL GUTTING BEFORE TEMPERING GLASS. G. MIRRORS: CONFORM TO FED. SPEC. DO- Q- 451D(I), 1/4" POLISHED PLATE GLASS MIRROR ELEGTROLYTICALLY COPPER PLATED BACK, GUARANTEED AGAINST SILVER BACKING FAILURE FOR MINIMUM OF TEN YEARS. D. GLAZING CHANNEL 5: (.PROVIDE EXTRUDED ALUMINUM GLAZING CHANNELS AND END GAPS; LOCATIONS AND PROFILES AS INDIGATED. 2.FINISH: ANODIZED BLACK UNLESS INDICATED OTHERWISE ON DRAWINGS. E. GLAZING SEALANTS AND ADHESIVE: AS RECOMMENDED BY GLASS MANUFACTURER AND AS REQUIRED FOR TYPE OF INSTALLATION, I.POLYSULFIDE SEALANT: PROVIDE I PART POLYSULFIDE SEALANT CONFORMING WITH REQUIREMENTS OF ANSI AI16.1; MORTON THIOKOL "LP ", SONNEI30RN "SONOLASTIC ", OR APPROVED. 2.GLAZING SEALANT: DOW GORNING 111 SILICONE GLAZING SEALANT; GENERAL ELECTRIC SILGLAZE N -2501 AND SILPRUF. 3.ADHESIVE: SYNTHETIC. RUBBER, AS RECOMMENDED BY MANUFAGTURER FOR MIRROR INSTALLATION. SECTION 01110 - LIGI -4T GAUGE METAL FRAMING_ A. GODES AND STANDARDS I.ASTM G154 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD. 2ASTM G -645, SPEGIFIGATION FOR NON -LOAD (AXIAL) - BEARING STEEL STUDS, RUNNERS (TRACK) AND RIGID FURRING CHANNELS FOR SCREW APPLICATION FOR GYPSUM BOARD. B. MATERIALS: I. STEEL STUDS, RUNNERS, AND CHANNELS: CONFORM TO ASTM C -645. 2. GAUGES: AS INDICATED ON DRAWINGS PER STUD SGHEDULE FOR HEIGHT AND LOADING REQUIREMENTS. STOREFRONT SOFFIT AND BRACING, AS INDICATED. 3. AGGESSORIES: AS INDICATED AND AS RECOMMENDED BY REFERENCE STANDARD AND MANUFACTURER. G. INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM 0154 AND MANUFACTURERS RECOMMENDATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 City Of Tukwila ILD DIVISION DATE: 1 JOB NO: YY72 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 MAR PERMIT CEN1 REVISIONS 02/04/08 LANDLORD COMMENTS 1 8897 CORTL4 STATE OF 5! ERA NO ES ZPCIPICA 1 TONS SHEET NUMBER SECTION 01250 - GYPSUM WALLBOARD A. CODES AND STANDARDS: GYPSUM ASSOCIATION, GA -216, RECOMMENDED SPECIFICATIONS FOR APPLICATION AND FINISHING OF GYPSUM BOARD. ASTM G -36, SPECIFICATION FOR GYPSUM WALLBOARD. B. MATERIALS: CONFORMING TO ASTM G -36, AND DELIVERED TO THE JOB SITE WITH END TAPERS BEARING UNDERWRITERS LABORATORIES LABEL, WITH THE CORRECT DESIGN NUMBER FOR THESE DRAWINGS AND SPEC IF!CATION UNLESS SHOWN DIFFERENTLY ON PLANS. WATER- RESISTANT BOARD, 5/8" THICK, TAPED EDGES, ASTM G -630. I. SCREWS: TYPE S, BUGLE HEAD, LENGTH AS REQUIRED. CONFORMING TO ASTM 0-646. 2. TREATMENT MATERIALS: JOINT TYPE AND COMPOUND AS RECOMMENDED BY WALLBOARD MANUFACTURER, CONFORMING TO ASTM 6- 4 3. CORNER BEADS, METAL TRIM, AND OTHER ACCESSORIES SHALL BE GALVANIZED STEEL. 4. USE 5/8" TYPE "X" TILE BACKER BOARD (USG DUROGK OR APPROVED EQUAL) AS A SUBSTRATE FOR TILE TO BE APPLIED TO VERTICAL SURFACES UNLESS OTHERWISE INDIGATED. 5. VERIFY THAT THE EXISTING WALL SURFACE 15 SMOOTH AND SUITABLE AS A SUBSTRATE FOR THE FINISHES) LISTED ON THE FINISH SCHEDULE. G. INSTALLATION: I. INSTALL AND FINISH ACCORDING TO GA -216 AND WALL BOARD MANUFACTURER'S RECOMMENDATION WHERE I -HOUR FIRE RATING 15 REQUIRED. 2. INSTALL WATER - RESISTANT GYPSUM WALLBOARD IN HIGH - MOISTURE AREAS SUCH AS TOILET ROOMS. 3. GYPSUM WALL BOARD INSTALLED ON METAL STUDS TO BE FASTENED WITH POWER DRIVEN, SELF- TAPPING DRYWALL SCREWS, ONE INCH OR LONGER IF REQUIRED. 4. BOARDS OF A MAXIMUM PRACTICABLE LENGTH SHALL BE USED 50 THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OGGUR. WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT WILL ALIGN WITH OF EIGHT (8) INCHES O.G. ON WALLS. GYPSUM WALL BOARD ON PARTITIONS AND CONSTRUCTION EXTENDING TO THE STRUCTURE ABOVE SHALL BE GUT TO FIT TIGHTLY AROUND DECK FLUTING, STRUCTURAL MEMBERS AND OTHER PROTRUSIONS GROSSING THE PLANE OF THE WALL BOARD. 5. JOINT COMPOUND SHALL BE MIXED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS CONTAINED ON THE PACKAGE. 6. TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS APPROXIMATELY FOUR (4) INCHES WIDE. THIS 15 TO BE IN A THREE GOAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN GOATS. ALL NAILS, SCREWS HEADS, OR DIMPLES SHALL ALSO RECEIVE A THREE GOAT FINISH USING THE SAME MANNER. JOINTS TO BE SANDED SMOOTH. 7. ALL INSIDE CORNERS SHALL BE COATED WITH AT LEAST 2 COATS OF JOINT COMPOUND WITH THE EDGES FEATHERED OUT. 8. FLANGES OF CORNER BEADS AND TRIM SHALL BE CONGEALED BY AT LEAST 2 GOATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY NINE INCHES ON BOTH SIDES OF THE EXPOSED METAL NOSE. a. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR WALL FINISH. SECTION 01310 -TILE A. GENERAL: I. INSTALL CERAMIC TILE, BASE AND PAVERS AS SHOWN ON THE DRAWINGS AND SCHEDULES. 2. STANDARDS IN ACCORDANCE WITH TILE COUNCIL OF AMERICA (TGA) STANDARD SPECIFICATIONS FOR CERAMIC TILE, ALL STANDARD GRADE. a PRODUCTS: I. CERAMIC TILE SHAPES, SIZES, MATERIALS AND COLORS AS SPECIFIED ON THE DRAWINGS AND SCHEDULES. EDGES OF THE OPENING. SCREWS SHALL BE LOCATED I/8" MINIMUM TO 1/2" MAXIMUM 2. FOR TILE SETTING AGGESSORIES 8 COMPONENTS, REFER TO SECTION OG31O G. INSTALLATION: I. CONCRETE FLOORS, METAL, AND WOOD SURFACES TO BE LEVEL AND FREE OF DIRT, CONTAMINANTS, ADI IESIVE, AND OTHER MATERIALS THAT WOULD BE DELETERIOUS TO MORTAR, THINSEf, OR MASTIC ADHESION. 2. PAVER TO CONCRETE SUBSTRATE: INSTALL PAVER TILES PER TGA STANDARD F115 -86 WITH UNIFORMLY SPACED JOINTS 1/4" WIDE UNLESS OTHERWISE SPECIFIED, TO PATTERN IND[GATED IN THE DRAWINGS. GUT TILE AT WALL INTERSECTION FOR CONGEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICKNESS AS NECESSARY TO ACCOMMODATE VARIATIONS IN TILE THICKNESS. 3. TILE TO DRYWALL SUBSTRATE: INSTALL TILE PER TGA STANDARD 1243 -86. 4. GLEAN AND SEAL ALL TILE SURFACES AS RECOMMENDED BY THE MANUFACTURER. A GROUT RELEASE MAY BE REQUIRED. 5. INSTALL TILE WITH UNIFORM JOINT WIDTHS. JOINTS TO 1/16" FOR CERAMIC WALL TILE AND 1/4" FOR FLOOR TILE. DO NOT BRIDGE GAPS AT EDGES MORE THAN THE WIDTH OF THE - JOINT. 6. INSTALL TILE 50 THAT VERTICAL JOINTS ALIGN WITH HORIZONTAL JOINTS. REFER TO DRAWINGS FOR PLACEMENT OF TILE JOINTS. QUESTIONS GONGERNING THE PLACEMENT OF JOINTS NOT SPEC. IFIGALLY I ND] GATED ON THE DRAWING SHALL BE DIRECTED TO THE ARCHITECT FOR CLARIFICATION. SECTION 09310 -TILE SETTING MATERIALS A. GENERAL: I. PROVIDE AND INSTALL GROUT AS RECOMMENDED BY MANUFACTURER FOR USE AND SUBSTRATE ENCOUNTERED. USE LATEX ADDITIVE UNLESS NOT RECOMMENDED BY THE MANUFACTURER. 2. GROUT TO BE WHITE UNLESS OTHERWISE INDIGATED ON THE DRAWINGS. B. PRODUCTS: I. AT EXPOSED EDGES USE SCHLUTER- SYSTEMS JOLLY -P EDGE TRIM. PROVIDE TRIM IN COLOR TO MATCH THE TILE UNLESS OTHERWISE SPECIFIED. THE SIZE OF THE TRIM SHALL BE COORDINATED WITH THE THICKNESS OF THE TILE SO THAT IT COVERS THE EDGE AND DOES NOT EXTEND BEYOND THE FACE OF THE TILE. G. INSTALLATION: I. GLEAN ADDITIONAL GROUT AND GROUT RESIDUE FROM TILE AND ADJACENT SURFACES. SECTION 01510 - ACOUSTICAL CEILING SYSTEMS A. DESCRIPTION OF SYSTEMS: RATED AND NON -RATED AGOUSTIGAL TILE CEILINGS AND SUSPENSION SYSTEMS AS INDIGATED B. CODES AND STANDARDS: ASTM G -635, STANDARD SPEC IFI GAT I ON FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND PANEL GEILINOS. ASTM G -636, STANDARD RECOMMENDED PRACTICE FOR INSTALLATION OF METAL GEILING SUSPENSION SYSTEMS FOR ACOUSTIGAL TILE AND LAY -IN PANELS. G. EXTRA STOCK: FURNISH EXTRA TILE: TWO BOXES TILE PATTERN. D. ENVIRONMENT CONDITIONS: I. MAINTAIN HUMIDITY OF 55 -705 MAXIMUM IN AREA WHERE MATERIAL INSTALLED 24 HOURS BEFORE, DURING, AND THEI:EAF 1 iR. MAINTAIN TEMPERATURE OF 60 TO 70 BEFORE AND DURING INSTALLATION AND THEREAFTER. E. METAL SUSPENSION SYSTEM: I. SYSTEM CONFORMING TO ASTM -C -635, HEAVY DUTY, MAXIMUM DEFLECTION 1/360 SPAN. EXPOSED TEE UNLESS INDICATED OTHERWISE. 2. NON -RATED AND RATED: HOUR RATING AND LOGATIONS AS INDICATED. 3. STRUTS AND SWAY BRACING: PROVIDE ALL REQUIRED FOR CONFORMANCE WITH LOCAL CODE SEISMIC REQUIREMENTS AND AS INDICATED. F. ACOUSTICAL TILES AND PANELS: I. MINERAL FIBER TILES AND PANFI 5, TYPE III, GLASS A, PER FED. SPEC. SS-5-M813, SIZE, FIRE RATING, AND LOCATION AS INDICATED. REFER TO DRAWINGS FOR PRODUCT SPEC IFIGATIONS. G. INSTALLATION: 1. SUSPENSION SYSTEMS: INSTALL IN ACCORDANCE TO LOCAL CODE, ASTM G- 636AND MANUFACTURER'S RECOMMENDATIONS. GOORD INATE WITH OTHER TRADES. SET WITH LASER EQUIPMENT. 2. ACOUSTICAL TILE: INSTALL IN LEVEL PLANE IN STRAIGHT LINE COURSES AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. RUN TILE GRAIN IN ONE DIRECTION. SECTION 01650 - RESILIENT FLOORING A. EXTRA STOCK: I. TILE FLOORING, ONE BOX FOR EACH TYPE, SIZE, AND COLOR INSTALLED. 2. BASE, 12 LINEAR FEET OF EACH BASE COLOR. B. MATERIAL: I. VINYL COMPOSITION TILE, SHEET VINYL, AND VINYL BASE: AS INDIGATED IN COLOR SCHEDULE. 2. RESILIENT EDGE STRIPS: HOMOGENEOUS VINYL OR RUBBER COMPOSITION TAPERED OR BULLNOSE EDGE, COLOR TO MATCH FLOORING. 3. ADHESIVES: WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. G. INSTALLATI FOLLOW MANUFACTURER'S DIRECTIONS SUITING CONDITIONS OF INSTALLATION. D. FINISHING AND GLEANING: 1. PROTECT FLOORS FROM ROLLING LOADS FOR 48 HOURS AFTER INITIAL INSTALLATION. 2. INITIAL MAINTENANCE AFTER INSTALLATION: 0. SWEEP OR VACUUM FLOOR THOROUGHLY. b. DAMP MOP, CAREFULLY REMOVE STAINS, MARKS, ETC. c. APPLY TWO GOATS OF FLOOR POLISH. 3. PREPARE FOR USE: a. STRIP FLOOR AS RECOMMENDED BY TILE MANUFACTURER. b. WHEN THOROUGHLY GLEAN AND DRY, BURNISH WITH BUFFING PAD OR BRUSH, SWEEP AND VACUUM. �. APPLY THREE TO FIVE COATS OF TOP GRADE COMMERCIAL FLOOR POLISH AS RECOMMENDED BY TILE MANUFACTURER. ALLOW AMPLE DRYING TIME BETWEEN! GOATS. SECTION 0 9651 - C EMENTITIOUS UNDERLAYMENT A. DESCRIPTION OF SYSTEM: 1. APPLY UNDERLAYMENT AT EDGE OF TILE FLOORS TO TRANSITION TO CARPET. 2. REPAIR AND LEVEL EXISTING FLOORS NOT WITHIN ACCEPTABLE TOLERANCES. B. OVER CONCRETE: I. NON - ASPHALTIC, RESISTANT TO INDENTATION; TIGHTLY ADHERING, NON - INJURIOUS TO ADHESIVES. APPROVED: GROSS FIELD PRODUCTS, DEX -0 -TEX 626. 2. FOR AREAS OVER I /8" DEN I H, USE DEX -0 -TEX G -26 WITH SACKED SAND, OR USE CROSS FIELD PRODUCTS, CROSS -GUARD A-81 UNDERLAYMENT. G. INSTALLATION: MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. I. BRING TO PERFECTLY TRUE, LEVEL, AND SMOOTH SURFACES. 2. NO BUMPS OR DEPRESSIONS. 3. ACCEPTABLE TOLERANCES: +1/4" OVER ENTIRE LENGTH AND WIDTH OF ROOM WITH +I/16" IN ANY 8' -0" SPAN. 4. APPLY IS" WIDE STRIP ALONG EDGE OF TILE FLOOR TO FLUSH OUT 3/8" CARPET WITH TILE. 5. ALLOW TO CURE IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUGTI ONS. SECTION 06680 - CARPET'ING A. DESCRIPTION OF SYSTEMS: CARPET AS INDIGATED ON DRAWNGS. B. EXTRA STOCK: DELIVER UNUSED CARPET PIECES, 2-0" LEAST DIMENSION, TO OWNER. G. MATERIALS: I. HELD CARPET: AS INDI ON FINISH SCHEDULE. 2. INSTALLATION MATERIALS: FLOOR AND SEAM ADHESIVE, TAPE, AND ACCESSORIES AS RECOMMENDED BY CARPET MANUFACTURER. 3. INSTALL 60 OZ. MOHAIR PAD AT STAIR TREADS AND LANDINGS. D. INSPECTION: I. VERIFY SUBSTRATE SATISFACTORY FOR WORK OF THIS SECTION. DO NOT PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. 2. DO NOT INSTALL CARPET OVER CONCRETE SUBSTRATE UNTIL CONCRETE HAS CURED 30 DAYS MINIMUM. 3. INSTALL CARPET WITHIN ALLOWABLE TEMPERATURE RANGE STATED BY MANUFACTURER. E. INSTALLATI I. SEAM LAYOUT MUST MATCH CARPET PA I I ERN. VERIFY LAYOUT PRIOR TO BEGINNING WORK. 2. FOLLOW MANUFACTURER'S DIRECTIONS. 3. INSTALL CARPET WITH PILE INCLINATION IN ONE DIRECTION. 4. INSTALL CARPET USING A DIRECT GLUE DOWN METHOD AS RECOMMENDED BY THE GARPET MANUFACTURER. 5. INSTALL TRANSITION STRIPS AT TRANSITION FROM GARPET TO VINYL COMPOSITION TILE OR OTHER HARD FLOOR SURFACE AS INDICATED IN THE DRAWINGS. 6. CARPETING SHALL NOT BE INSTALLED AS TO BRIDGE EXPANSION JOINTS. PROVIDE EXPANSION JOINT ASSEMBLY SIMILAR TO THAT USED BY THE LANDLORD. 7. ANY GARPET OF APPRECIABLE SIZE SHALL BE GLEANED AND BECOME THE PROPERTY OF THE TENANT. S. DIVIDER STRIPS TO BE AS SPECIFIED ON THE DRAWINGS. SECTION 01100 - PAINTING A. DESCRIPTION OF WORK: I. PREPARATION OF NEW AND EXISTING SURFACES. PERFORMANCE AND COMPLETION OF PAINTING AND FINISHING NEW AND EXISTING EXTERIOR AND INTERIOR SURFACES, INCLUDING MEGHANI GAL AND ELECTRICAL WORK IN FINISHED SPACES, AND ROOFTOP MECHANICAL UNITS. FINISH FOR FACTORY- PRIMED ITEMS. 2. EXCEPT AS OTHERWISE I ND! GATED, ALL NEW AND EXISTING SURFACES SHALL HAVE FINISH APPLIED TO THEM. 3. COLORS: SEE SCHEDULES AND NOTES ON DRAWINGS FOR FINISH COLOR AND MANUFACTURER. 4. T.G.G. SHALL DO ALL TOUCHUP AT GOMPLETION OF THE JOB WHERE OTHER TRADES HAVE MARRED THE PAINTED SURFACES, GLEAN PAINT DROPPINGS FROM HARDWARE, FLOOR, ETC, B. MAINTENANGE MATERIALS: I. LEAVE ONE UNOPENED GALLON OF EACH TYPE COLOR FOR MAINTENANCE PURPOSES LABEL FOR POSITIVE IDENTIFICATION, INCLUDE DESIGNATION INDIGATED ON FINISH SCHEDULE, DATE OF MIXING, AND GROSS REFERENCED MANUFACTURER USED. G. PRODUCT DELIVERY, STORAGE, AND HANDLING: I. DELIVERY OF MATERI DELIVER IN SEAL FD CONTAINERS WITH MANUFACTURER'S ORIGINAL LABELS LEGIBLE AND INTACT. 2. STORAGE OF MATERIALS: STORE IN MANNER RECOMMENDED BY THE MANUFACTURER AND AS REQUIRED BY BUILDING CODE AND COMPLY WITH HEALTH AND FIRE REGULATIONS. 3. HANDLING: TAKE ALL NECESSARY PREGAUTIONARY MEASURES TO PREVENT FIRE HAZARDS AND SPONTANEOUS COMBUSTION: PLAGE COTTON WASTE, CLOTHS, AND OTHER HAZARDOUS MATERIALS IN CONTAINERS, AND REMOVE DAILY FROM SITE. D. ENVIRONMENTAL GOND ITIONS: I. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS GAN BE APPLIED. E. PROTECTION: I. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. FIX ANY DAMAGE CAUSED BY FAILURE TO PROVIDE SUITABLE PROTECTION. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, FASTENINGS, AND THE LIKE PRIOR TO STARTING WORK. 5. DROP CLOTHS: PROVIDE DROP CLOTHS, SHIELDS, AND PROTECTIVE EQUIPMENT. EXTEND PROTECTION TO SURFACES WITHIN PREPARATION AREAS. F. GUARANTEE: FURNISH TWO YEAR WARRANTY FOR FULL VALUE OR WORK INCLUDED THIS SECTION. G. MATERIALS: 1. PAINT, VARNISH, STAIN AND RELATED PRODUCTS FOR PRIME, INTERMEDIATE AND FINISHED GOATS, TOP LINE PRODUCTION PRODUCTS OF THE FOLLOWING APPROVED MANUFACTURERS: GOWMAN- CAMPBELL, DALY'S, DUTCH BOY, FULLER °BREIN, GLIDDEN, KELLY- MOORE, PITTSBURGH, PRATT 4 LAMBERT, SI IERWIN- WIILIAMS, PRESERVATIVE PAINT, PPG INDUSTRIES, TNEMEG COMPANY, AND BENJAMIN MOORE. SUBMIT MANUFACTURERS LITERATURE ON MATERIALS U51✓D TO ARCHITECT FOR REVIEW. 2. MATERIALS NOT SPECIFICALLY INDICATED, BUT REQUIRED, SUCH AS LINSEED 01L,SHELLAG, THINNERS, AND THE LIKE TO BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE FEDERAL OR STATE SPECIFICATION STANDARDS. 3. ALL WORK "PREMIUM GRADE ". 4. EXPOSED CONCRETE FLOOR: USE SHERWIN WILLIAMS INDUSTRIAL ENAMEL (ALKYD) VOLATILE ORGANI GOMPOUND, COMPLYING WHERE REQUIRED, #1002 "SIG CHILL" H. INSPECTION: I. VERIFY SUBSTRATE SATISFACTORY FOR WORK OF THIS SECTION. DO NOT PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. 2. BY STARTING PAINTING THE CONTRACTOR IMPLIES THAT HE HAS ACCEP 1 CD THE SURFACES AS BEING FREE OF DEFECTS. 1. PREPARATION: NEW WORK I. MISCELLANEOUS STEEL AND IRON, TO INCLUDE METAL DOORS AND FRAMES: a. SURFACES SHOP - PRIMED: REMOVE SURFACE GONTAMINATION FROM ALL SURFACES. AT FIELD - WELDED OR ABRADED SPOTS, APPLY A PHOSPHORIC ACID ETCH SOLUTION 6 LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME GOAT. b. SURFACES NOT SHOP PRIMED: REMOVE RUST AND SCALE BY WIRE BRUSHING OR OTHER METHODS. REMOVE DUST, DIRT, OIL, GREASE; GLEAN SURFACE BY SOLVENT WASH; APPLY PHOSPHORIC ACID SOLUTION AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME GOAT. G. GALVANIZED IRON: REMOVE SURFACE CONTAMINATION, WASH METAL WITH PHOSPHORIC AG ID OR APPLY ONE GOAT OF ETCHING TYPE PRIMER. 2. WOOD PRODUCTS TO BE PAINTED: REMOVE SURFACE CONTAMINATION, DIRT, AND MINOR GRIT. SPOT GOAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS DRIED AND SAND SMOOTH, LEVEL WITH SURFACE READY FOR FINISH GOAT. 3. WOOD PRODUCTS TO BE STAINED: REMOVE SURFACE CONTAMINATION, DUST 4 GRIT. AFTER STAIN GOAT, FILL NAIL HOLES WITH MATCHI COLOR FILLER. 4. GYPSUM WALLBOARD: a. REMOVE ANY MINOR SUBSEQUENT CONTAMINATION, DUST, AND DIRT. b. IF SURFACE DEFECTS APPEAR AFTER PRIME COATING, NOTIFY JOB SUPERINTENDENT AND ARCHITECT. REQUIRE DEFECTS REPAIRED BY 4 AT EXPENSE OF DRYWALL TRADE. AFTER DEFECTS ARE CORRECTED, PROCEED W/FINISH PAINTING, AGAIN USING PRIMER OVER REPAIRED AREAS. 5. MECHANI AND FI FGTRIGAL WORK: PREPARE METAL SURFACES AS SPECIFIED HEREIN ABOVE FOR MISCELLANEOUS STEEL AND IRON AS APPLICABLE TO TYPE OF MATERIAL SCHEDULED TO BE PAINTED. REMOVE DIRT, GREASE, AND OIL FROM CANVAS AND COTTON INSULATION COVERING. J. PREPARATION: EXISTING WORK I.CLEAN TO EXTENT REQUIRED, AND OR REMOVE EXISTING COATINGS. 2. WOOD PRODUCTS TO BE PAINTED: THICK AND SHARP EDGES OF PAINT BUILDUPS, RUNS, AND SASS SHALL BE SANDED SMOOTH (FEATHERED EDGE). REPAIR AND SAND SMOOTH ALL SURFACE DEFECTS, INCLUDING UNSET/RESET NAILS, CRACKS AND GOUGES. 5. GYPSUM WALLBOARD: FILL, SAND SMOOTH ALL SURFACE DEFECTS. SAND GLASSY SURFACES PRIOR TO APPLICATION OF PAINT. 4. EXPOSED CONCRETE: FLOOR SHALL BE GLEAN AND DRY, AND PREPARED IN ACCORDANCE WITH PAINT MANUFACTURERS REQUIREMENT. K. APPLI GAT ION: I. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE TO ACHIEVE APPROVED FINISHES. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING TIME BETWEEN SUCCEEDING GOATS. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. 4. SAND AND DUST BETWEEN EACH GOAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF FIVE (5) FEET. 5. T.G.G. SHALL PAINT WALL SURFACES INDICATED ON PLANS USING A MINIMUM OF TWO GOATS OF PAINT AND PRIMING WHERE REQUIRED. 6. ALL PAINT WORK SHAI I BE FIRST QUALITY WITH NO DEFECTS. 7. DRYWALL PAINT SHOULD BE APPLIED BY ROLLER PAINT TO WOOD SHALL BE BRUSHED ON. 8. SEAL ALL GYPSUM WALL BOARD TO RECEIVE WALL COVERINGS. WALL COVERINGS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 9. EXPOSED CONCRETE: APPLY TWO GOATS, VENTILATE AREA UNTIL DRY 10. GYPSUM WALLBOARD AND VENEER PLASTER: I GOAT LATEX PRIMER SEALER. 11. ACOUSTICAL TILE (WHERE SCHEDULED OVER FACTORY FINISH): ONE GOAT INTERIOR LATEX, FLAT (2 GOATS IF REQUIRED TO COVER). APPLY WITH SPRAY FOR 100% COVERAGE. PRE -PAINT GEILING TILE PRIOR TO INSTALLATION. 0q51 0A. 12. 1 PAINTED, TO BE REPAIRED: SPOT PRIME I GOAT I NTERIOR LATEX, EGG ;HELL SHEEN. TO MATCH COMPONENT FINISH. 13. DAMAGED FINISHES INCLUDING PREFINISHED OWNER FURNISHED ITEMS: PREPARE AND REFINISH AS SPECIFIED AND SCHEDULED FOR NEW WORK. ALL THE ABOVE SURFACES MAY NOT BE ENCOUNTERED DURING THE COURSE OF THIS PROJECT. 14. WHERE A TRANSPARENT GLASS A FINISH IS REQUIRED USE: MINNESOTA FIRE -GHEM NO. 6 SEALER, N0.166 FIRE - RETARDANT INTUMESCENT VARNISH, AND NO. 116 OVERCOAT IN LOW - GLOSS, SEMI -GLOSS OR HIGH -GLOSS FINISH AS DIRECTED BY THE OWNER. WHERE A TRANSPARENT CLASS S FINISH 15 REQUIRED USE MINNESOTA FIRE -CHEM NO. 12g BASE GOAT WITH NO. 130 OVERCOAT IN LOW - GLOSS, SEMI -GLOSS OR HIGH -GLOSS FINISH AS DIREGTED BY THE OWNER L. CUSTOM PAINT I. PROVIDE CUSTOM PAINT (P -5) AS 1NDIGATED ON THE DRAWINGS TO MEET THE FOLLOWING GRITIRIA: 51- IERNIN WILLIAMS "DURATION HOME SATIN FIN151 -1" 001-0I2: AFTERHOURS BALTIC SAND FORMULA: BAG COLORANT N1 -RAW UMBER R2- MAROON Y3 -DEEP GOLD W- WI-1TE 2. PAINT APPLICATION A. GYPSUM BOARD 1. ONE GOAT PREPRITE 200 LATEX PRIMER 2. TWO GOATS DURATION HOME SATIN FINISH OZ 32 64 128 2G 25 1 2 SECTION 01985 FIBER GLASS REINFORCED PANELS A. FURNISH Al I MATERIALS, EQUIPMENT AND LABOR TO APPLY FIBER REINFORCED PANELS (FRP) B. MANUFACTURER: I. MARLITE. P -118 ALMOND G. ACCESSORIES: I. TRIM GAPS AND MOLDINGS TO MATCH PANEL. D. INSTALLATION: I. INSTALLATION PER MANUFACTURERS WRITTEN INSTRUCTIONS. SECTION 10520 - FIRE FIGHTING EQUIPMENT A.PROVIDE MULTI- PURPOSE DRY GHEMICAL FIRE EXTINGUISHERS, ABC. TYPE OR THE MINIMUM REQUIRED BY THE LOCAL AUTHORITY HAYING JURISDICTION, MOUNTED IN SEMI - RECESSED CABINETS. B.FIRE EXTINGUISHERS: UL LISTED EXTINGUISHER, 10 LB CAPAG ITY, ENAMELED STEEL GYLINDER WITH PRESSURE GAUGE. METAL VALVE AND SIPHON TUBE, REPLACEABLE MOLDED VALVE STEM SEALS, PULL PIN - UPRIGHT SQUEEZE GRIP OPERATION. SECTION 10800 - TOILET ACCESSORIES A.FOR ALL TOILET ROOMS WHERE THERE ARE EXISTING ACCESSORIES, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING ACCESSORIES, THEIR CONDITION AND TYPE, FOR GOMPLIANGE WITH THE LIST OF TOILET ACCESSORIES INDIGATED ON THE DRAWINGS. ANY ACCESSORY EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED UPON APPROVAL BY THE OWNER. ANY ACCESSORY INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT BY THE TENANT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. REFER ANY QUESTIONS CONCERNING REUSE OF EXISTING ACCESSORIES TO THE ARCHITECT FOR. RESOLUTION. B.DESGRI PT I ON- GENERAL: TOILET ROOM ACCESSORIES PROVIDED AND INSTALLED AS NOTED ON THE DRAW I NGS. G.PRODUCT DELIVERY, HANDLING AND STORAGE: RECEIVE, INVENTORY, AND STORE PRODUCTS PRIOR TO INSTAI 1 ATION. D.AGGESSORIES: AS INDIGATED ON THE DRAWINGS. E. INSTALLATION: I. FOLLOW MANUFACTURER'S DIRECTION SUITING INSTALLATION CONDITIONS, USING TAMPER PROOF OR CONGEALED FASTENERS. 2. PROVIDE AND INSTALL HANDRAILS IN SIZES AND LOCATIONS AS REQUIRED BY LOCAL AND STATE BUILDING GODES. ATTACH FIRMLY TO WALLS. THE FOLLOWING ITEMS ARE SUPPLIED BY TENANT AND INSTALLED BY TENANT G.G.: 1. ELECTRIC HAND DRYER - "WORLD DRYER" DA SERIES THE FOLLOWING ITEMS ARE SUPPLIED AND INSTALLED BY TENANT G.G.: I. TILT MIRROR (PROVIDE H.G. ANGLED BRACKETS) BB 20RIGK GRAB BARS #B -5806 SERIES. 36" LENGTH AT BACK WALL AND 42" LENGTH AT SIDE WALL. BOTH WITH 256 SERIES ANCHOR PLATES. MOUNT AT 34" AFF, OR AS REQUIRED BY CODE. 3. TOILET PAPER DISPENSER 4. SANITARY NAPKIN DISPOSAL 5. SOAP DISPENSER 6. TOILET SEAT COVER DISPENSER 1. WASTE RECEPTACLE: BOBRIGK B -43644 CONTURA SERIES SECTION 12000 - FURNISHINGS AALL WALL FIXTURES AND GASH WRAPS ARE TO BE SET IN PLAGE BY THE T.G.G. UNLESS OTHERWISE INDIGATED ON THE PLANS TO BE PROVIDED BY THE T.G.G. B.INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES TO WALL WITH CONGEALED FASTENERS, ATTACH TO METAL STUDS WHERE POSSIBLE. C.KEEF FIXTURES PROTECTED UNTIL CONSTRUCTION HAS BEEN GOMPLETED. WITHIN 72 HOURS FROM TI-4E TIME OF POSSESSION OF FIXTURES, T.G.G. SHALL REPORT TO FIXTURE MANUFACTURER 4 OWNER ANY MISSING OR DAMAGED ITEMS. IF PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES, CONTACT THE OWNER TO RESOLVE THE MANNER IN WHICH THE SITUATION 15 TO BE CORRECTED_ REPAIR ANY DAMAGE TO FIXTURES BEFORE CONSTRUCTION 15 COMPLETE. D.ALL MOVABLE FLOOR FIXTURES WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE 6ONTRAGTOR, UNLESS OTHERWISE SPECIFIED. (REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2000 City Of Tukwila ILO!_ ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm C O R T L A N D CIWIA M 0 R G A N A R C H I T E C T 02/04/08 LANDLORD COMMENTS I II 8897 CORTLAND f STATE OF W 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REGIS' ARC MAR 2 5 Zuud PERMIT CENTt1` REVISIONS AL Nor ;S 4 e of =lcA f ®Ns SHEET NUMBER UL NO U465 TIE FLOWING FASTENING REQUIREMENTS ARE TAKEN FROM ULS SPECIFICATION FOR THE INDICATED ASSEMBLY RErHR TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8: THICK 4 FT. WIDE, ATTAGHED TO STEEL STUDS AND FLOORS AND CEILING TRACK WITH I IN LONG , TYPE 5 STEEL SCREWS SPACED 8 IN OG. ALONG HIDE OF BOARD AND 12 IN OG. IN THE FIFI D OF TI-E BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. FINISHED CEILING 8'-O' AFF i 111111111111911P II 1 A1.0 STRICTURE ABOVE © U.ON tg1111111nnum J NEW NON- RAIr.1.) INTERIOR PARTITION --) AR. I I T I ON DETAIL SCALE : I I/2" = I' -0" STRUCTURE A6OVF ADJACENT TENANT FINISHED CEILING AFF NOTE: A DAL -SEAL TS SINGLE SHEET WATERPROOFING' MEMBRANE SHALL BE INSTALLED BENEATH THE FINISHED FLOORING AND ABOVE THE CONCRETE FLOOR AND EXTEND UP ALL ADJACENT WALLS S INCHES AT ALL TOILET ROOMWALLS. NOTE: NO SAW GUTTING WITHOUT PRIOR APPROVAL OF MALL STAFF AND TENANT COORDINATOR. PI.0 A5.1 FINISHED CEILING AFF FINISHED FLOOR ELEV: 0' -0' r 0 111111lIuI11111• a 26 um 1 CL OF LEASE LINE EXISTING PARTITION - I HR UL RATED WALL -UL165 D I5ING /A .T TION DETAIL SCALE : 1 I/2" = I' -O" STRUCTURE ABOVE HORIZONTAL BRACING 4' -0" AFF 26 FINISFED FLOOR II CIII REV: o' -0' / \ IIg11111111111�i ■'•111111111111111 FINISHED CEILING �P II' -0' AFF NiP NEW NON -RATED INTERIOR PARTITION F TITION DETAIL SCALE : I I/2" = J ° SGAI F : 3" = 3 FIRST LEVEL START 4' -0• ABOVE FLOOR r • SLIP JOINT DETA I AT I R! RATTD PARTITION 4 144, i+ts (1W. AT FULL HEIGHT WALLS) HORIZONTAL EACING AT T I .L 1 IEIGHT F SCALE : I/2" = I'-O" TOP OF METAL DECK FIRE SAFIN6 INSULATION 6oTTOM OF METAL PECK FIRE RATED GYPSUM COMPOUND OR FIRE CAULK FIRE TRAK SHADOWLINE 5/8' TYPE 'X' GYP. BD. METAL STUD 2 "x 2 "[6 CLIP ANC-LE I/4" LE55 THAN STUD WIDTH (4) FRAMING SCREWS GALVD METAL 51UP LATERAL 6RAGING GR 11/2' x 16 GA. GALVANIZED TITION f RBTROOM J BRAILLE 516N PER ADAAG UNISEX RESTROOM SIGN/AGE f NOTE: ALL 51GNAGE SHALL CONFORM WITH ADAAG, INCLUDING BUT NOT LIMITED TO PROPORTION, DOLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MOUNT ON LATCH SIDE OF DOOR ON NEAREST ADJACENT SURFACE. 1 \ .0 . REST AI.O / 56ALE : N.T.S. (GOVT.) TOP TRACK, SEE WALL SECTION. SCREW ATTACHED TO HEADER USING (2) #10-16 SCREWS ® 16" Oi:. HEADER ATTACHMENT SEE DETAIL. FULL HEIGHT JAMB SEE ELEVATION. JAMB POST. SEE ELEVATION, SCALE : N.T.S. 00 � �! SIGN RIMER TRACK ATTAGI -ED ro HEADER USING (2) #10-16 SGRB45 ® 24' O.G. CRIPPLE STUDS. SIZE AND GAGE TO MATCH ADJOINING WALL STUDS. CONNECTION DFTAIL TWO MEMBER HEADER, SEE SEGTION FOR MEMBER SIXCS. GROWN MOLDING MELAMINE PANEL BASE TRIM 3/4 FRT. PLYWOOD PANEL FRT. WOOD BLOCKING PLAN 1 WP FIXTURE SCREEN DETAIL- SCALE : N.T.S. SECTION ACOUSTIC CEILING TILE FLOOR FINISH AS SCHEDULED MELAMINE PANEL 1/8" ALUM REVEAL FINISHED WOOD PANEL 106 I 7' - 4 1/2' MGR / SEWING DESK 104 F 20' -10 3/4° V.1j. ' //. %. •f / ! SCALE : 1/4" = 1 -0" 26'- 1/2' 23' -2" 105 22' -9 3/4' HOLD(NS / STORAGE 103 12' -1 ° Fl I I INS / DISPLAY 102 7'-4" V.IP. CONSTRUCTION FI 00R PLAN 3' I 1/2' 3 IN 1/2" 54' -10" LE45ELINE (V.I.F) 57' -l0" LE4SELINE 15' -13/4' V.I.F. V. 1F. O 20L0 V4 HOLD 2T -9 1/4" SALES 101 23' -7" VJ.F. 1 1 1 1 1 1 1 1 /LINE OF 1 SOFFIT 1 ABOVE 1 1 8L5 1/4" VIP. 5' -7" I -101.0 TENANT SPADE P08 - 153 0 D® 26 SCALE : 1 I/2" = I' -0" 1 1 1 1 1 1 1 1 1 1 1 1 I 1 AS.0 R%I%E EWED APPROV JUN - 2 2008 city pf Tukwila N (SING A �a FINISHED FLOOR ELEV. O'-O' EXISTING PARTITION - 1 HR UL RATED WALL CG OF LEASE LINE FA I T T ON DT4 I L STRUCTURE ABOVE ADJACENT TENANT LANDLORD NOTES: I. TENANT'S CONTRACTOR TO VERIFY LOGATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'5 ON SITE TENANT GOOTFINATOE BEFORE PROGEEDING WITH WORK. 2. TENANT'S CONTRACTOR TO VERIFIY AT JOBSITE AND GOORIDINATE WITH ON SITE TENANT COORDINATOR THE EXTERIOR ENTRY WILL HAVE CONCRETE SIDEWALK. TENANT SHOULD VERIFY THE ELEVATION OF LANDLORDS SIDEWALK WITH VESTIBULE AND INTERIOR SLAB. 3. TENANT 15 TO INSTALL WATER TIGHT DOOR THRESHOLD. NOTE: - VERIFY ALL EXISTING GONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION ACTIVITIES. NOTIFY TENANT /OWNER REPRESENTATIVE OF DESGREPENGES - ALL HOOP BLOCKING AND PLYWOOD SHALL BE FIRE RETARDANT TREATED 6 FIRE SEALANT/ PAINT ABLE 0011-1 SIDES KEYED NO ES 5/8' SAP W/ I HR FIRE RATED SEALANT ,T.G.G. TO MAINTAIN FIRE RATING AS REQUIRED BY CODE. 2 11 T.G.G. TO PROVIDE ff INSTALL 5/S" TYP 'X' GWB TO PROVIDE I HR FIRE RATED PARTITION. Fl 3 5/8' 20 GAUGE METAL STUD FRAMING ® 24" D.G. SUPPLIED AND INSTALLED BY T.G.G. 605JI6 JOIST AT 16" O.G. FOR SPANS NOT EXCEEDING S' -0", OR IF WATER HEATER U WEIGHT EXCEEDS 650 LB5. IF ANY UNUSUAL LOADING CONDITIONS EXIST, CONTACT THE ARCHITECT. ANCHOR 6° I6 GAUGE HEADER TRACK TO DEMISING PARTITION FRAMING AT TOP AND BOTTOM OF TRACK AT EACH DEMISING STUD LOCATION, OR AT 16" O.G. MAXIMUM. USE (2) 1/4-14 BUILDEX SCREWS PER STUD LOCATION. 2 I/2° METAL TRACK WITH 1/4' POWER DRIVEN FASTENERS ® 24" D.G. AND 6" FROM ENDS. U PROVIDE EXPANSION ANCHORS INTO SLAB @ 12' O.G. f l EXISTING 6" METAL STUD FRAMING BY LANDLORD. T.G.G. TO VERIFY IN FIELD 6" MTL STUDS oI6° 0.0. ® 6' SLOTTED TRACK (5LP- IRK OR EQUAL). T CORNER GUARD- INSTALL ON TOP OF WOOD BASE PER MANUFACTURERS RECOMMENDATIONS TO A I -TIGHT OF 48' A.F.F 13ASE -5EE SHEET A2.0 FOR MORE INFORMATION H.G. RESTROOM SIGN, SEE DETAIL cl/AI.0. MOUNT SIGN IN ACCORDANCE WITH ADA. REQURRMENTS 12 RAMSET AS REQUIRED 13 518' TYPE ° X " GYPSUM BOARD ON BOTH SIDES SUPPLIED AND INSTALLED BY T.G.G. 5/8 TYPE °X" GYPSUM BOARD ON BOTH SIDES OF 16 GAUGE METAL STUDS LOGATED 14 UNDER EACH JOIST. ANCHOR SECURELY TO FLOOR AND TO JOIST TRACK ABOVE. SUPPLIED AND INSTALLED BY T.G.G. 3 5/8' METAL TRACK WITH I/4 POWER DRIVEN FASTENERS a 24 0.0. AND 6" FROM ENDS (2) I/2 LAYERS TYPE "X' GYPSUM BOARD- SUPPLIED AID INSTAL 1 FD BY T.G.G. l Ld 15 16 m 18 20 15/8° 20 GAUGE METAL STUD FRAMING ® 24' O.G. SUPPLIED AND INSTALLED BY T.G.G. I' x 4' WOOD TRIM F.G.I.G. (AT OPEN SIDE OF PLATFORM ONLY) T.G.G. TO PAINT TRIM WHERE OCCURS. T x I/2 LAMINATED WOOD GAP SUPPLIED BY FIXTURE MANUFACTURER INSTALL ED BY T.G.C. INSTALL 20 GAUGE 12" METAL STRAP, WITH BOTTOM TO BE LOCATED 28" A.F.F. 2 2 I/2' 20 GAUGE METAL STUD FRAMING a 24" 0.G.- SUPPLIED AND INSTALLED BY T.G.G. 22 RATED PARTITION, GYPSUM BOARD AND STUD CONTINUES TO DECK (WHERE OCCURS) 23 24 EXISTING STRUCTURAL GOL. PROVIDE OR MAINTAIN FIRE - RATING AS REQUIRED BY CODE. 25 WOOD PANEL WALL SYSTEM PROVIDED BY FIXTURE MANUFACTURER ATV INSTALLED BY T.6.0, TYPICAL (4) SIDES, FLOOR TO CEILING. 26 27 4" WOOD TRIM AT CEILING, PROVIDED BY FIXTURE MANUFACTURER AND INSTALLED BY T.G.C. FIXTURE MANUFACTURER TO PROVIDE AND T.G.G. TO INSTALL 7/8 "x7/8" OUTSIDE PR.EFINISHED CORNER TRIM - TYP. ALL (4) CORNERS. 2G (2) 10 X 5/8° SHEET METAL SCREWS • EXISTING ROOF DRAIN TO REMAIN 28 32 6' CONTINUOUS UNPUNGHED STEEL TRACK 4" WOOD BASE PROVIDED BY FIXTURE MANUFACTURER AND INSTAL 1 ED BY T.G.G. PREFABRICATED FIXTURES AS PROVIDED BY FIXTURE MANUFACTURER AND INSTALLED BY T.G.G MIN. SIZE METAL STUD OR FURRING CHANNEL (20 GAUGE) ® 24" O.G. TO ALIGN FLUSH WITH THE FACE OF THE EXISTING COLUMN. SUPPLIED AND INSTALLED BY T.G.G. 33 EXISTING COLUMN. MAINTAIN FIRE RATING AS REQ'D BY CODE. 6' SLOTTED TRACK (SLIP -TRK OR EQ.) DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM IA CO R T L A N D M 0 R G AN A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 co J r J co � : 1 < Of co W r Ct W I— W Z U r w= V _ D I 0 (f) a co •f J D 1- CDRTL ,'. STATE REVISIONS 02/04/08 LANDLORD COMMENTS 0506.08 PERMIT COMMENTS RECEIVED CITY OF TUKWILA MAY 0 91008 PERMIT CENTER CONSTRUCT I ON :l.00 ' P NNS 4 PART IT ION ti'Ev SHEET NUMBER 41 GENERA, CONDITIONS GENERAL AGREEMENT THE GENERAL AGREEMENT BETWEEN OWNER AND CONTRACTOR SUPERSEDES ANY VERBIAGE IN THESE DOCUMENTS. CONDITION AND OBLIGATION SET FORTH HEREIN ARE SUBJEGTED TO STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ENTERED INTO BY THE PARTIES. FIELD CONDITIONS TENANT'S GENERAL GONTRAGTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS INDIGATED IN THE DRAWINGS, PRIOR TO AGTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. COORDINATION OF NOR: THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. TENANT'S GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATION OF HIS WORK AND PROPER CONSIDERATION FOR THE WORK OF OTHERS AND EXISTING SHOPPING CENTER CONSTRUCTION. DO NOT PLACE DUCTS, PIPING, CONDUIT OR ANY OBSTRUCTION 50 AS TO IMPAIR REQUIRED CEILING HEIGHTS AND CLEARANCE FOR LIGHTING FIXTURES, ETC.. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING ADJACENT TENANT(S) AND SHOP(S). BUILDING GODES AND REGULATIONS ALL WORK SHALL CONFORM TO ALL GODES AND REGULATIONS. After Hours SHALL FILE, PAY FOR, AND OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK. TENANT'S GENERAL CONTRACTOR SHALL FILE AND PAY FOR ALL REQUIRED SUBCONTRACTOR PERMITS AND OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. APPROVALS TO OCCUPY THE SPACE BY LOCAL BUILDING OFFICIALS SHALL BE OBTAINED PRIOR TO STORE TURNOVER. (SATISFY LEASE REQUIREMENTS). INSURANCE I. TENANT'S GENERAL CONTRACTOR SHALL SECURE, PAY FOR, AND MAINTAIN DURING CONSTRUCTION FIXTURING NORK WITHIN LEASED PREMISES, ALL OF THE INSURANGE POLICIES REQUIRED AND IN THE AMOUNTS AS SET FORTH IN MASTER TM CONTRACTOR AGREEMENT HEREIN. CONTRACTOR SHALL NOT COMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED ". ON CERTIFICATES OF INSURANCE 2. TENANT'S GENERAL CONTRACTORS' AND SUBCONTRACTORS' REQUIRED MINIMUM COVERAGE AND LIMITS OF LIABILITY: INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN FIVE MILLION DOLLARS ($5,000,0000.00) COMBINED SINGLE LIMIT COMPREHENSIVE GENERAL LIABILITY AND FIVE MILLION DOLLARS ($5,000,000.00) COMBINED SINGLE LIMIT GOMPREI-ENSIVE AUTOMOBILE LIABILITY, OR THEIR EQUIVALENT, AND SHALL PROVIDE PUBLIC LIABILITY, CONTRACTUAL LEGAL LIABILITY, GOMPLETED OPERATIONS, PRODUCTS, AND AUTOMOBILE OWNED, NON - OWNED, AND HIRED, ALL SAID COVERAGE'S HAVING BROAD FORM PROTECTION AND TO INCLUDE After Hours AS AN ADDITIONAL INSURED AND PROVIDE After Hours WITH A THIRTY (30) DAY ADVANCE NOTICE OF GANGELLATION OR MATERIAL CHANGE IN THE POLICIES. IN ADDITION, T.G.G. SHALL DURING THE PROCESS OF THE WORK MAINTAIN BUILDER'S RISK INSURANCE THEREON. THE POLICY 51-IALL COVER ALL WORK INCORPORATED IN THE BUILDING AND ALL MATERIALS FOR SAME IN OR ABOUT THE PREMISES, WHETHER FURNISHED BY After Hours OR T.G.G., AND SHALL NAME AS INSURED THE PARTIES HERETO, EVIDENGED BY A GERTIFIGATE OF INSURANCE FURNISHED TO After Hours. THESE COVERAGE'S SHALL CONTINUE THROUGHOUT THE TERM OF THIS CONTRACT, INCLUDING ANY EXTENSIONS MADE THERETO. CONTRACTOR SHALL SUBMIT TO DAVID'S PRIOR TO COMMENCEMENT OF CONSTRUGTION, GERTIFIGATE5 OF INSURANCE SHOWING GONTRAGTORS FULFILLMENT OF INSURANGE REQUIREMENTS HEREIN. 3. INDEMNIFIGATION - TO THE FULLEST EXTENT PERMITTED BY LAW, THE GONTRAGTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK. LIEN WAIVERS AND SWORN AFFIDAVITS TENANT'S GENERAL CONTRACTOR SHALL RIRNISH TO TENANT WITHIN THIRTY (30) PAYS AFTER COMPLETION, FINAL WAIVERS OF LIEN FOR AI I WORK PERFORMED AND FROM ALL SUBCONTRACTORS AND MAJOR SUPPLIERS ( INGLUDING I3UT NOT LIMITED TO LIGHTING AND FLOOR FINISH VENDORS). GERTIFIGATE OF OCCUPANCY TENANTS GENERAL GONTRACTOR SHALL OBTAIN A CERTIFICATE OF OGGUPANOY ISSUED BY THE LOCAL BUILDING AUTHORITY. T.G.G. SHALL PROVIDE LANDLORD WITH A COPY OF THE GERTIFIGATE. QUALITY STANDARDS ALL SUCH WORK SHALL BE PERFORMED IN A FIRST GLASS WORKMANLIKE MANNER AND SHALL BE IN 6000 AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. T.G.G. SHALL GUARAN 1 t E ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (I) YEAR FROM THE PATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN GOMPLEItV AND AGCLP HAS BEEN CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. T.G.G. SHIALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE, WORK DONE OR FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE (I) YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT, OR REPAIR OF ANY PART OF THE NORK WHIGH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEE -5 AS TO MA I tRIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHIGH SHALL BE SO WRI 1 1 tN IN SUCH GUARANTEES OR WARRANTEES RUBBER WHEEL CARTS TENANT'S GENERAL CONTRACTORS' CARTS, EQUIPMENT BOXES, ETG., MUST BE EQUIPPED WITH RUBBER WHEELS FIRE EXTINGUISHERS FURNISHED AND INSTAL LED BY TENANT'S GENERAL CONTRACTOR - MINIMUM ONE (I) FIRE EXTINGUISHER AT Fl FGTRIGAL PANEL AND (I) FIRE EXTINGUISHER AT GASH WRAP. TENANT'S GENERAL GONTRAGTOR TO VERIFY REQUIRED NUMBER AND LOCATION OF ANY ADDITIONAL EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT AND FURNISH AND INSTALL SAME. T.G.G. TO COORDINATE AND VERIFY LOCATION WITH D.B. DIRECTOR OF GONSTRUGTION PRIOR TO INSTALLATION. SEE PROJECT SPECIFICATIONS ON DRAWING 5PI.1 / SECTION 10520 FOR FIRE EXTINGUISHER SPEGIFIGATIONS. PROTECTION OF STORE FIXTURES AND MATERIALS ON SITE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CARE, PROTEGTION OF, AND PREVENTION OF DAMAGES TO, ALL MATERJAL5 AFTER DELIVERY TO JOB 5ITE. RUBBISH REMOVAL TENANT'S GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE PROJECT, ALL TRASH, RUBBISH AND SURPLUS MA 1 ttIALS RESULTING FROM CONSTRUCTION, FIXTURING AND MERGHANDISING OF THE DEMISED PREMISES. COORDINATE REMOVAL OF DEBRIS WITH SHOPPING GENTER (OR MALI MGMT. ALL DISPOSAL BY T.G.G. SHALL CONFORM TO ANY CODES AND REGULATIONS OF LOCAL JURISDICTIONS. SERVICE UTILITIES TENANT NULL ARRANGE FOR PERMANENT UTILITIES. T.G.G. TO FURNISH AND INSTALL GENERATOR FOR TEMPORARY UTILITIES WHERE REQUIRED. T.G.G. TO PROVIDE METAL HALIDE HIGH BAY LIGHT FIXTURES FOR CONSTRUCTION LIGHTING. A MINIMUM LIGHTING LEVEL OF 100 FOOT CANDLES 15 REQUIRED. RESPONSIBILITY FOR MATERIALS ON SITE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALS FURNISHED 13i' OTHERS. COST OF ALL MISSING MA1tKIALS WILL BE DEDUCTED FROM THE GONTRAGT PRICE AND FINAL PAYMENT. T.G.G. TO CHECK ALL INVOIGES AT TIME SHIPMENT 15 RECEIVED AND NOTIFY TENANT REPRESENTATIVE. OF ANY DISCREPANCIES. 1. TENANT GENERAL GONTRAGTOR 15 TO VISIT THE JOB SITE TO INSPEGT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED AS SHOWN IN THE CONSTRUCTION DOCUMENTS. REPORT ANY DISCREPANCIES TO THE TENANT /ARGHITEGT IMMEDIATELY. 2. TENANT GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLE55 OTHERWISE NOTED. 3, TEE TENANT GENERAL CONTRACTOR SHALL SCHEDULE AND /OR OBTAIN PERMITS, APPROVALS, INSPECTIONS, GERTIFIGATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED, UNLESS OTHERWISE NOTED. 4. T.G.G. WILL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR NONCOMPLIANCE WITH THESE CONTRACT DOCUMENTS. T.G.G. WILL NOT BE ALLOWED CHANGE ORDERS FOR PROBLEMS ARISING FROM T.G.G.'S NEGLECT TO THE PROVISIONS INCLUDED IN TLIESI= CONDITIONS. 5. TENANT GENERAL GONTRAGTOR SHALL MAINTAIN ALL APPROVED DRAWINGS, INCLUDING ALL REVISIONS AND ADDENDA, ON SITE AT ALL TIMES. 6. TENANT GENERAL GONTRAGTOR SHALL COMPLETE ALL WORK IN A NEAT AND PROFESSIONAL MANNER. 1. T.G.G. SHALL ACCOMPLISH ALL WORK IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL GORES AND REGULATIONS AND IN COMPLIANCE WITH THE RESTRICTIONS AND REQUIREMENTS OF THE LANDLORD. 8. T.G.G. SHALL PROVIDE AND MAINTAIN RILL INSURANCE AS REQUIRED BY THE GENERAL CONDITIONS, THE LANDLORD AND THE OWNER EVIDENCE OF INSURANCE SHALL BE PROVIDED TO THE OWNER BEFORE THE START OF PROJECT. GI. THE T.G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW MALL CONSTRUCTION REQUIREMENTS. T.G.G. SHALL GOORDINATE HIS WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY UTILITIES, ALLOWABLE MATERIAL, TRAFFIC ROUTES STORAGE OF TOOLS AND MATERIALS, RUBBISH DISPOSAL, USE OF TOILET FACILITIES, HOURS IN WHICH WORK 15 ALLOWED, CONSTRUCTION BARRICADES, NOISE AND DUST CONTROL, GLEAN UP AND OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 10. T.G.G. SHALL REVIEN WITH THE LANDLORD'S REPRESENTATIVE THE MANNER IN WHIGH ALL CONNEGTION5 TO STRUCTURE WILL BE MADE. ANY PENETRATIONS IN THE BUILDING ENVELOPE OR STRUCTURE SHALL BE REVIEWED WITH THE LANDLORD AND APPROVED IN WRITING. IF THE LANDLORD REQUIRES THAT PORTIONS OF NORK BE PERFORMED BY HIS OWN CONTRACTOR, T.G.G. SHALL INCUR ALL COSTS ASSOCIATED WITH THAT PORTION OF THE WORK UNLESS STATED OTHERWISE IN WRITING BY THE OWNER. II. TI-E TENANT GENERAL GONTRAGTOR SHALL PROVIDE A TEMPORARY STOREFRONT CONSTRUCTION BARRIGADE AND TEMPORARY POWER, LIGHT AND TELEPHONE IN AGGORDANGE WITH LANDLORD'S AND TENANT'S REQUIREMENTS. T.G.G. SHALL REMOVE ALL THESE ITEMS AT THE COMPLETION OF WORK OR AS REQUIRED. 12. DURING PERFORMANCE OF WORK, T.G.G. 15 RESPONSIBLE FOR PROVISION AND MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVIGES, GUARD LIGHTS, BARRICADES, GUARD RAILS, FENCES AND OTHER DEVICES AS APPROPRIATELY LOCATED ON AND AROUND THE JOB SITE WHIGH NILL GIVE PROPER AND UNDERSTANDABLE WARNING TO ALL PERSONS WITH REGARD TO HAZARDOUS CONDITIONS, EQUIPMENT AND OPERATIONS BEING PERFORMED IN CONJUNCTION WITH THE T.6.G.'S WORK. 13. ALL SGAFFOLDING SHALL BE BUILT IN ACCORDANCE WITH REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL LAWS. ALL TEMPORARY SHORING REQUIRED FOR THE REMOVAL OF EXISTING WORK OR FOR THE INSTALLATION OF NEW WORK SHALL BE INCLUDED IN THE CONTRACT. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR THIS WORK AND SHALL MAKE GOOD ANY DAMAGE CAUSED BY IMPROPER SUPPORT OR FAILURE OF SHORING IN ANY RESPECT. 14. T.G.G. SHALL REMOVE ALL CONSTRUCTION RUBBISH, SCAFFOLDING, EQUIPMENT, TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES, AND ANYTHING ELSE THAT WAS REQUIRED IN CONNECTION WITH THE CONSTRUCTION, BUT NOT A PERMANENT PART THEREOF. 15. T.G.G. SHALL MAINTAIN ORDERLY HOUSEKEEPING DURING THE PROCESS OF GONSTRUGTION, AND UPON COMPLETION SHALL THOROUGHLY GLEAN ALL AREAS. FINAL GLEAN UP SHALL INGLTJDE THE FOLLOWING: SWEEP, DAMP MOP, AND WAX RESILIENT FLOORING; DUST, DIRT, PAINT DRIPPINGS, OIL, GREASE, AND OTHER BLEMISHES SHALL BE REMOVED FROM ALL SURFACES, INCLUDING PIPING AND EQUIPMENT; WINDOWS, GLASS UNITS. GLASS DOORS AND MIRRORS SHALL BE WASHED. PAINT OVERRUNS AND PUTTY SMEARS SHALL BE REMOVED; HARDWARE SHALL BE RUBBED CLEAN WITH A FLANNEL CLOTH. 16. T.G.G. SHALL BE RESPONSIBLE TO THE LANDLORD FOR ANY DAMAGE OCCURRING TO ANY OF THE LANDLORD'S FACILITIES BEFORE, DURING OR AFTER CONSTRUCTION PROCEDURES CAUSED BY THE T.G.G., HIS EMPLOYEE OR HIS SUBCONTRACTORS. IT TENANT GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES NECESSARY TO COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS. O. IT 15 STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS OF ANY KIND BE SIGNED PRIOR TO REGEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. H. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUGTION. 5HOP DRAWINGS SHALL BE SUBMITTED TO THE ARGHITEGT FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF ANY ITEM. FAILURE TO ADHERE TO T1-1I5 PROCEDURE SHALL PLAGE FULL RESPONSIBILITY FOR ANY ERROR5 DIRECTLY UPON THE TENANT GENERAL CONTRACTOR GENERAL NOTES 2o. ALL DIMENSIONS GIVEN ARE FROM FACE OF GYPSUM BOARD WALL TO FACE OF GYPSUM BOARD WALL, OR HEIGHT ABOVE FINISHED FLOOR U.O.N. 21. THE TENANT GENERAL CONTRACTOR SHALL BE R FOR THE RECEIPT OF ALL OWNER SUPPLIED MATERIALS AND EQUIPMENT. THE TENANT GENERAL CONTRACTOR SHALL NOTIFY THE TENANT IF ANY MATERIALS OR EQUIPMENT HAS NOT ARRIVED AT THE JOB SITE IN A TIMELY MANNER. ALL SHIPMENTS SHALL BE INSPECTED UPON ARRIVAL FOR DAMAGES, SHORTAGES, AND INCORRECT MATERIALS. ALL PROBLEMS SHALL BE REPORTED TO THE TENANT'S PURCHASING DEPARTMENT IMMEDIATELY. THE T.G.G. SHALL NOTIFY THE CARRIER IMMEDIATELY OF ALL DAMAGES AND OR SHORTAGES AND OBTAIN A RECEIPT FOR SUCH. AT THE COMPLETION OF THE PROJECT THE TENANT GENERAL CONTRACTOR SHALL NOTIFY THE TENANT'S PURCHASING DEPARTMENT OF ANY SURPLUS EQUIPMENT FOR PROPER DISPOSITION. 22. THE TENANT GENERAL CONTRACTOR SHALL RECEIVE, ASSEMBLE AND /OR INSTALL STORE FIXTURES (PER TENANT'S FIXTURE DRAWINGS) AND OTHER ITEMS PRIOR TO THE DELIVERY OF MERCHANDISE TO THE STORE. 23. APPLIGABLE STANDARDS OF CONSTRUCTION INDUSTRY HAVE THE SAME FORGE AND EFFECT ON PERFORMANCE OF THE NORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED THEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF GONTRAGT DOCUMENTS, UNLESS OTHERWISE INDICATED. 24. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. T.G.G. SHALL PROVED A DOPY OF MANUFACTURER'S INSTALLATION RECOMMENDATIONS UPON REQUEST OF TENANT /ARCHITECT. 25. MANUFACTURERS ON SPECIFIED ITEMS ARE NOTED FOR QUALITY AND DESIGN. T.G.G. MAY SUBSTITUTE "EQUAL" PRODUCTS SUBJECT TO APPROVAL BY THE OWNER T.G.G. 15 ENCOURAGED TO SUBMIT ALTERNATE "EQUAL" PRODUCTS FOR CONSIDERATION BY TENANT /ARCHITECT IN AN EFFORT TO REDUCE THE CONSTRUGTION COSTS. ALL REASONABLE REQUESTS WILL BE REVIEWED BY TENANT /ARGHITEGT FOR COMPLIANCE WITH THE INTENT OF THE PRODUCTS ORIGINALLY SPECIFIED. 26. T.G.G. TO PREPARE AND DELIVER TO THE OWNER A MANUAL CONTAINING MANUFACTURER'S LITERATURE ON ALL INSTALLED COMPONENTS WITH INSTRUCTIONS FOR THEIR OPERATION AND MAINTENANCE. T.G.G. SHALL INSPECT THE COMPONENTS WITH THE OWNER'S REPRESENTATIVE AND DEMONSTRATE THE USE OF SAID COMPONENTS. 21. AT THE GOMPLETION OF THE PROJECT THE TENANT GENERAL GONTRAGTOR SHALL PROVIDE ONE (I) EXTRA GARTON OF EACH CEILING TILE AND CERAMIC TILE USED. 28. TENANT GENERAL CONTRACTOR SHALL PROVIDE A ONE (I) YEAR WARRANTY ON ALL WORK AND MATERIALS FROM DATE OF ACCEPTANCE BY TENANT AS FURTHER OUTLINED IN TENANT GONTRAGT. REFER TO MECHANICAL PLANS FOR ADDITIONAL WARRANTY REQUIREMENTS ON MECHANICAL EQUIPMENT. T.S.G.S WARRANTY MUST ALSO INCLUDE LABOR WHEN MANUFACTURER'S WARRANTY 15 "PARTS ONLY'. MECHANICAL CONTRACTOR SHALL PROVIDE A ONE (I) YEAR WARRANTY ON ALL NORK WITH HVAG EQUIPMENT TO TENANT IN WRITING. 2q. UPON COMPLETION OF THE NORK, T.G.G. SHALL COMPILE AND DELIVER TO THE OWNER A COMPLETE SET OF REGORD DOCUMENTS. THIS 5E7 OF DOCUMENTS SHALL CONSIST OF RECORD SPECIFICATIONS AND RECORD DRAWINGS SHOWING THE REPORTED LOGATION OF THE WORK. WHILE THIS INFORMATION 15 BELIEVED TO BE RELIABLE, THE ARCHITECT CANNOT ASSURE ITS ACGURAGY, AND THU5 15 NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS AND OMISSIONS WHIGH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 30. THE ARGHITEGTS WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR CONSTRICTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINGE THESE ARE SOLELY THE TENANT GENERAL CONTRACTOR'S RESPONSIBILITY. THE ARCHITECTS WILL NOT BE RESPONSIBLE FOR THE TENANT GENERAL CONTRACTOR'S FAILURE TO GARRY OUT THE NORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECTS WILL NOT HAVE GONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR AGTS OR OMISSIONS OF THE TENANT GENERAL CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEE OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 31. INSOFAR AS JOB SITE SAFETY 15 CONCERNED, THE ARGHITEGT 15 RESPONSIBLE 501E1 Y FOR HI5 OWN AND HIS EMPLOYEES' ACTIVITIES ON THE JOB SITE, BUT TH15 SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR ANY CONSTRUCTION CONTRACTORS FROM THEIR RESPONSIBILITIES FOR MAINTAINING A SAFE JOB SITE. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ARCHITECT, NOR THE PRESENCE OF THE ARCHITECT OR HIS EMPLOYEES AND SUBCONTRACTORS, SHALL BE CONSTRUED TO IMPLY THE ARCHITECT HAS ANY RESPONSIBILITY FOR METHODS OF WORK PERFORMANCE SUPERINTENDENT, SEQUENCING OF CONSTRUCTION, OR SAFETY IN, ON OR ABOUT THE JOB SITE. THE OWNER AGREES THAT T.G.G. 15 SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND WARRANTS THAT THIS INTENT SHALL SE MADE EVIDENT IN THE OWNER'S AGREEMENT WITH THE T.G.G. THE OWNER ALSO WARRANTS THAT THE ARGHITEGT SHALL BE MADE AN ADDITIONAL INSURED UNDER T.6.6.'S GENERAL LIABILITY INSURANCE POLICY. 32. THE OWNER'S REPRESENTATIVE SHALL REVIE^1SHOP DRAWING SUBMISSIONS SOLELY FOR THEIR GONFORMANCE WITH THE ARCHITECT'S DESIGN INTENT AND CONFORMANCE WITH THE INFORMATION GIVEN IN THE CONSTRUGTION DOGUMENTS. THE OWNER'S REPRESENTATIVE SHALL NOT BE RESPONSIBLE FOR ANY ASPECTS OF A SHOP DRAWING SUBMISSION THAT AFFECT OR ARE AFFECTED SY THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF THE CONSTRUCTION, SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHIGH ARE THE T.G.G.'S RESPONSIBILITY. THE OWNER WARRANTS THAT THE T.G.G. SHALL BE MADE AWARE OF HIS RESPONSIBILITIES TO REVIEW THE SHOP DRAWINGS IN THESE RESPEGTS BEFORE SUBMITTING THEM TO THE OWNER'S REPRESENTATIVE. DOOR SGi- IEDULE DOORS DOOR NO. DOOR TYPE QTY. DOOR SIZE WIDTH THK. MATL. DOOR FIN. HW SETS 01 02 A 6' -O" P2 2 FRAMES FIRE FRAME FRAME RATING TYPE FINISH LABEL HM. P2 NOTES / REMARKS DORMA GLAS ENTRANCE DOORS PER SPECS / BRUSHED STAINLESS 51ttL FINISH UNDERGIJr DOOR 3/4' DOOR 1 ARDNARE SETS HARDWARE SET 0 1 ENTRANCE DOORS / KAWNEER / DOOR HARDWARE CLOSER BY DOOR MANUFACTURER /I THRESHOLD/ PROVIDE BEST 7 PIN MASTER. KEYABLE CY GLINDER HARDWARE SET #2 3 HINGES 1 PRIVACY LOCK 3 SILENCERS I GOAT HOOK MCKINNEY 45x4.5 TA2`714, 652 SCHLAGE D405 ATE, 626 IVES 571 A'12 DOOR TYPES SEE DETAIL cl/AI.0 DO E3 REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 DOO NOTES I. ALL DOORS AND HARDWARE LISTED SHALL. SE SUPPLIED BY T.G.G. UNLESS OTHERWISE NOTED. 2. OPENING SHALL BE MINIMUM OF 32" WIDE WHEN DOOR 15 AT RIGHT ANGLE TO CLOSED POSITION U.O.N. 3 - MAXIMUM tFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, TI-EE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH GLOSURE. 4. ALL EXTERIOR DOORS TO HAVE WEATHEPSTPJPPING. 5. FOR ALL DOORS $ ROLL UP GRILLE (INCLUDING DETER) T.G.G. TO INSTALL NE_IN (1) PIN. BEST COMPATIBLE CONSTRUCTION GORE. PROVIDE (4) KEYS $ GONTROL KEY. ( INSTA KEY 15 PROVIDED AND INSTAI I ED BY TENANT) 6. MW -TUX TO PROVIDE PERMANENT GORES WITH KEYS. T.G.G. TO INSTALL AT TIME OF TURN OVER. 1. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. REAR RECEIVING DOOR TO BE LABELED W/ AFTER HOURS L060. SEE DOOR ELEVATION THIS 'l ICET T.G.G. TO VERIFY WITH INSPECTOR PRIOR TO INSTALLATION THAT PEEPHOLE WILL NOT GOMPROMISE THE FIRE RATING OF THE DOOR 10. ALL DOORS $ TRIM REQUIRING PAINT SHALL REGEIVE (I) GOAT PRIMER AND (2) FINISH GOATS (SPRAYED ONLY) W/ SMOOTH TO TOUGH FINISH. II. ALL FLOOR MOUNTED STRIKES TO BE RUSTPROOF. DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D CIMA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 RECEIVED MAR 2 5 2008 PERMIT CENTER 02/04/08 LANDLORD COMMENTS REVISIONS CON Ct10 TAfLe 4 Nor SHEET NUMBER ROO ' F l .\ I SH SCHEDULE NO. NAME FLOOR BASE WALLS CEILING GLG. HEIGHT 101 SAL FS AREA G - 3 0 P q'-0' / II' O° 102 FITTING/DISPLAY ¶ U n " � � 14GT �� n'�° 103 HOLDING /STORAGE un am II'-o° 104 MNGR / SEWING DESK 0 , do 0 II' -0° 105 GARMENT STOR 0 1 EM II'-O° 2 3 106 H.G. TOILET RM. �n 0 do AGT 3 , 0 , NOTES: I. ALL AREAS NOT SPECIFICALLY CAI I FD OUT SHALL RECEIVE SAME FINISH AS ADJACENT AREA. KEYED NOTES 1 2 3 4 I 6 1 a 9 10 11 12 ® 14 15 116 17 18 I T.G.G. TO APPLY A 5ELF LEVELING FLOOR COMPOUND AS REQUIRED TO ACHIEVE A LEVEL FLOOR VERIFY IN FIELD COMPLETE SLOPE AT STOREFRONT TRANSITION. SLOPE NOT TO EXCEED 1:20. 5 /5'x1/2 x1 /8' S.S. GONTIM10US EDGE ANGLE. SET FLUSH GRIND VERTICAL LEG FLUSH WITH ADJACENT SURFACE NEW TENANT CARPET FLOORING -AS SCHEDULED I FLOAT FLOOR SLAB AS REQUIRED TO MAINTAIN A SMOOTH TRANSITION NEW 4' MARBLE SADDLE NEW PORCELAIN TILE CONCRETE FLOOR SLAB NEW VGT MILER REDUCER #10I CARPET TO RESILIENT TILE ADAPTER SECURE TO CONCRETE SLAB FER MARE TILE WITH I/4' GROUT LINE NEW PORCELAIN TILE 0 STORE ENTRY NOT USED MALL TILE TO CENTERLINE OF GRILLE - PROVIDE NEW AS REQ'D 6RLXIT JOINT VERIFY -WITH MALL CRITERIA PORCELAIN TILE ON THINSET TAPERED UNDERLAYMENT THRESHOLD START OF SLOPE AT LEASE LINE IF NECESSARY. GENERAL NOTES I. T.G.G. TO PROVIDE LEVEL 4 GYPSUM BOARD WALL FINISH AT ALL AREAS TO RECEIVE WALL COVERING: 2. ALL JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE AND FREE FROM TOOL MARKS AND RIDGES. 3. TOILET ROOM FINISHES: 5EE SHEET A5.I FOR ADDITIONAL INFORMATION. ° O .;;.I'I I It I. I1111 I. 1111 SCALE : 6° = I' -0" O O SCALE : 6' = I' -0" 0 O 0 0 V.G.T. TO CARPET l 00 SCALE : 6° = I' -O' LANDLORD NOTES: 1. AT RESTROOM INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE V1HIGH 15 TO RUN UP WALLS A MINIfrJJM OF 4 ". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURE'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROVEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATIGRETE 1235 OR SUMMITVILl E 5 -1000) INSTALL A WATER TIGHT DOOR THRESHOLD. 2. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL GODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. TAE FIRE DEPT. WILL REQUIRE THE SUBMITTAL OF GUT SHEETS DOOR ALL INTERIOR FINISHES FOR FIRE DEPT. APPROVAL. 3. NO PEDESTAL SECURITY SYSTEM WILL BE ALLOWED. UNDER FLOOR TYP WILL BE ACCEPTABLE. 4. VINYL OR RUBBER BASES ARE NOT ALLOWED ON FORWARD SFI 1 ING AREA 5. THE EXTERIOR AREA HAS LANDLORD GONGRETE SIDEWALK AND TENANT SHALL COORDINATE AND VERIFY THE FINISH ELEVATION OF SIDENALK AND HOW TO INTERFACE WITH TENANT VESTIBULE FINISH. O O O O 0 0 PORCELAIN TILE TO GAR/ O 0 FLOOD. TRANS! I ION 7 I PORCELAIN TILE LOQR TRANSI I ION !11 I(If111LIL1'1 IN II.I 1111 :1 TRANSITION 0 O 0 12 0 V.G.T. TO PORCELAIN TILE 0 O 0 MALL TILE TO PORGELAIN TILE LOOR TRANSITION SCALE : 6" = 0 1/CT TO CONCRETE TRANS I I ION SCALE : 6" = I'--0" 0 TILE TO CONCRETE FLOOR TANS I T I QN SGAI >< : 6" = r -0" IT O O O 0 0 O • O J 5 0 14 O 0 FINISH SYMBOLS NOTE: SEE DRAWING T1.0 FOR RESPONSIBILTIES FLOOR FINISI1ES: 2 VGT WB T T 2 -r 3 MAT NOTES: GENERAL CARPET - 'SHAW CONTRACT' PA I I ERN: RIPPLE STYLE #50881 COLOR_ BEACH #51161 QUALITY: GRAPHIC LOOP PATTERN REPEAT: 81W. X 3.1" L. YARN WEIGHT: 28.0 OZ. PER YARD SQUARE PLATFORM CARPET - 'SHAW CONTRACT" PATTERN: DESIGN SERIES IV 36 STYLE #60261 DOLOR: TOGGLE #16546 QUALITY: SOLID GUT PILE. YARN WEIGHT: %.0 OZ. PER YARD SQUARE. LOCATION: PLATFORMS AT TRIPLICATE MIRRORS 4 HOLDING AREA BASE VINYL COMPOSITION TILE - ' ARM5TRONG VDT', .STANDARD EXGELON- IMPERIAL TEXTURE HUMAS' #51561 SIZE: 12 "x12 °x1 /8'. LOCATION: BACK AREAS. VINYL BASE - 'ARMSTRONG' 08 BUTTERGREAM, I /S" VINYL WALL BASE, LOCATION: BACK AREAS HOOD BASE - PROVIDED BY FIXTURE MANUFACTURER, INSTALLED BY T.G.G. PORCELAIN FLOOR TILE - AMERICAN OLEAN TERRA PAVER' COLOR: OW64 -SMOKE WOOD SIZE: 12x126 UNPOLISHED FINISH: MATTE TILE LOCATION: REST FLOOR. GROUT LINE REQ.: I /S ". EPDXY GROUT:AT FLOORS TO MATCH TILE - NATURAL GREY PORCELAIN WALL TILE - AMERICAN OLEAN TERRA PAVER' SIZE 6x6 DOLOR: O1 -SMOKE WOOD FINISH: MATTE. BULL NOSE TOP 6x6. FINISH: MATTE. TILE LOCATION: RESTROOM COVE BASE GROUT LINE REQ.: I /S", GROUT: EPDXY GROUT AT COVE BASE TO MATCH TILE - NATURAL GREY PORCELAIN TILE - AMERICAN OLEAN 'CANYON RIDGE' COLOR: GRIT- GOLDENROD SIZE 12°x12 "xl /2' PORCELAIN 19008 TILE. GROUT LINE: I/4" JOINT EPDXY GROUT: DOLOR - ALMOND LOCATION: FLOORING AT ENTRANCE 4 DISPLAY WINDOW FLOOR MAT - MATSINC SYNTFETIG GOGOA WITH RUBBER BAGKING COLOR: NATURAL FINISH 6'X5' V.I.F. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. LOGATION: STOREFRONT ENTRY I. ALL MATERIAL AND FINISHES TO BE SUPPLIED AND INSTALLED BY T.S.G. UNLESS OTHERWISE NOTED. SEE SHEET TI.0 FOR FURTHER INFORMATION. 2. ALL CARPETING SHALL MEET REQUIRED FLAME SPREAD RATINGS AS REQUIRED BY STATE 4 LOCAL CODES. 3. GENERAL CONTRACTOR TO COORDINATE RELEASE AND SHIPMENT OF CARPET TO JOBSITE PRIOR TO DELIVERY. 4. DOORS SPRAYED W/ SATIN ALKID ENAMEL TO BE SMOOTH TO THE TOUCH. SANDY, WOOD GRAINED, DRIPPING PAINT, ETC. WILL BE UNAGEPTABLE. WALL FINIS! TES: GENERAL PAINT - °SHE J IN WILLIAMS° PRO MAR 200 GOLOR: WHITE/ FLAT. P P 2 P 3 FB FRP CEILING FINISHES: ACT MISCELLANEOUS: WOOD PANEL SYSTEM - SLATWALL PANOLAM ANIGRE FINISH WP PL PL 2 GRG MEL MELT 2 GENERAL PAINT - TWIN WILLIAMS" ANTIQUE WHITE 51^1 6119 LRV 14% -- SATIN GENERAL PAINT - `SHERWIN WILLIAMS' DURATION HOME SATIN FINISH COLOR: AFTER HOURS BALTIC SAND FABRIC - 'DESIGN TEX', PA I 1 ENN: ADONIS #6555 -202, WIDTH: 54 °. LOCATION: DRAPERY NOTES: I. CONTENTS: 100% FR POLYESTER 2. PASSES NFPA 101 -81 (SMALL SCALE) AND NFPA 101-16 (PHONE BOOTH) TESTS. FIBERGLASS REINFORCED PANEL - (FRP) TO 4'-O' A.F.F., MARLITE P -IIS ALMOND. CAP AND MOLDINGS TO MATCH PANEL. 2'x2' LAY IN CEILING TILE - ARMSTRONG "DUNE" #IT14 ANGLED TEGULAR W/ 15/16 WHITE PRELUDE CLASS A GRID. NOTE: IF FIRE RATED GLG. USE #1853. PLASTIC LAMINATE - PIONITE AT -383 PARCHMENT LOCATION: FIXTURES PLASTIC LAMINATE - PIONITE WX -041 ANIGRE LOCATION: FIXTURES SPECIAL MATERIAL - FORMGLAS &R& (&LASS REINFORCED GYPSUM) PANELING 2'x2 °x3 /I6° THICK. DRY BUTT JOINTS. INSTALLATION PER MANUFACTURES RECOMMENDATIONS. 5TYLE: QUARRY GAST GOLOR: BOISE BUFF LOCATION: MALL FACADE (INTERIOR MALL SPACES ONLY). PIONITE PANOLAM P -866 STYLE: SUEDE -AT383 DOLOR: PARCHMENT LOCATION: MIRROR ISLAND FIXTURE, BACK OF FIXTURE SCREEN WALL PIONITE PANOLAM PN -04 STYLE: SUEDE -WX041 COLOR: ANIGRE LOCATION: FIXTURES, FITTING ROOMS " 00 -153 DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D CIVIA M O R G A N A R C II I T E 0 T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 IMMINMEMMEMEM 02/04/08 A DLORD COMMENTS CORTLAND STATE C! Nf e 4 D1 IS RECEIVED MAR 2 5 2000 PERMIT CENTER REVISIONS SHEET NUMBER FIXTURE 5C4EDULE SYMBOL ITEM SPECIFICATIONS QUAN. SUPPL. BY ® CASHWRAP REFER TO FIXTURE MANUFACTURER'S MANUAL 1 FIXTURE MANUFACTURER ® G.W. BACK COUNTER It BASE CABINET TOP: 23° x60° PLASTIC LAMINATE FINISH 1 FIXTURE MANUFACTURER ® FITTING ROOMS SEE FIXTURER MFG. DRAWINGS 4 FIXTURE MANUFACTURER • H.G. FITTING ROOMS SEE FIXTURER MFG. DRAWINGS 1 FIXTURE MANUFACTURER 0 KIOSK 2'-O° X 2' -0' PLASTIC LAMINATE FINISH KIOSK TILTED PLASTIC LAMINATE TOP 1 FIXTURE MANUFACTURER. ® DISPLAY PLATFORM 36 ° DIA x 81H, PLASTIC. LAMINATE/ CARPET FINISH (G -I). - FIXTURE MANUFACTURER (F6) DISPLAY PLATFORM 48 ° DIA x 8 ° H, PLASTIC LAMINATE/ CARPET FINISH (G -I). I FIXTURE MANUFACTURER 0 FITTING ROOM BENCH 24 °01 x 5' -0°L x I- I /2 "THK., PLASTIC LAMINATE FINISH I FIXTURE MANUFACTURER F1 FITTING ROOM BENGH 14 x LENGTH OF FITTING ROOM x 1- I /2 "THK., PLASTIC LAM. FINISH 4 FIXTURE MANUFACTURER DISPLAY CUL3E - 1 FIXTURE MANUFACTURER Ch, GARMENT STORAGE DIM VARIES SEE PLAN PLASTIC LAMINATE FINISH _ FIXTURE MANUFACTURER ® FIXTURE L DIM VARIES SEE FIXTURE MFG. DRAWINGS I FIXTURE MANUFACTURER ® MIRROR ISLAND UNIT SEE FIXTURE MANUFACTURERS DRAWINGS I/2 -1-CHANNEL MIRROR FRAME FINISH TO MATCH STYLMARK #218 FINISH ( #4 BRUSHED STAINLESS STEEL. FINISH) FIXTURE MANUFACTURER ® BACK OFFICE CHAIR MANJF. 'ALLSTEEL', STYLE: TROOPER, MID -BACK ARMLESS. ACTIVE ERGONOMIC TR -MAV, FABRIC: INF -IO BLACK. MW-TUX iD CUSTOMER ARM CHAIR BY FIJRNITURE MANUFACTURER 1 MW -TUX BA OFFICE MN DES TOP DIM VARIES 5EE PLAN PLASTIC LAMINATE FINISH 1 FIXTURE MANUFACTURER 40 NOT USED ® WALL MOUNTED GRAPHIC FRAME 8 FITTING ROOM POLICY FRAME S -LUX (Flf))WALL MOUNTED GRAPHIC FRAME 24 FITTING ROOM AREA 6RAPHIG FRAME. SEE HANGING INSTRUCTIONS. 2 MW-TUX 41: HAM MOUNTED LOCKING STORAGE CABINET 36141 X 30' HI. X 12° D WHITE MELAMINE 1 T.G.G. ' 1 NOT USED 0 NOT USED 0 FLOOR BOX 14° x IT x 4° INSTALLED BY T.G.G. COORDINATE LOCATION WITH STORE MANAGER 4 FIXTURE MANUFACTURER 1s ALUM. GLG. GRID ALUMINUM CEILING GRID INSTALLED BY T.G.C. READDITIONAL REFER TO A4.0 (RGP) FOR ADD INFORMATION 2 FIXTURE MANUFACTURER NALL HOOD SEE FIXTURE MFG. DRAWINGS MANUFACTURER 2' -5 5 /S" 0,4 51-1 SCALE 1/2" = 1' -0" 3' -I 5/S" AF ELEVA I ION REAR C SI 111 .A ELEVATION .Q1\1 SCALE : 1/2" = I' -0" TOILET ROOM • • BULLETIN BOARD 24" x 42' PROVIDED BY T.G.G. INSTAL.LW BY T.6.G. PE6 BOARD 454 ®3'-0' A.F.F. PROVIDED BY T.G.O. INSTALLED BY T.G.G. STARTING POINT FOR SALES AREA FIXIWIN6 5 1 1 06 - I CORNER GUARDS - A5 MANUFACTURED BY KOROSEAL WALL PROTECTION SYSTEM I- 800 - 15 KOROGARD 6100 SERIES (2 ° ) WITH END GAPS, 4' - HIGH, INSTALLED ABOVE WALL BASE, COLOR: K41 SILKWORM. FURNISHED AND INSTALL ED BY T.G.G. 1 HANGBAR - PROVIDED BY FIXT MANUF. INSTAI 1 FO BY T.G.G. T.G.G. TO PROVIDE BLOCKING AT PROPER HEIGHT PRIOR TO INSTALLATION. - r PUCK - PROVIDED BY FIXT MANUF. INSTALLED BY T.G.G. T.G.G. TO PROVIDE BLOCKING AT PROPER HEIGHT PRIOR TO INSTALLATION. GENERAL NOTES: L T.G.G. TO REFER TO AND FULLY FAMILIARIZE THEMSELVES WITH THE FIXTURE MANUAL, ANY DAMAGED OR MISSING ITEMS ARE TO BE REPORTED TO TENANT REP. AND FIXTURE REP. IMMEDIATELY. THREE DAYS AFTER. RECEIPT, T.G.G. TO TAKE FULL RESPONSIBILITY OF MATERIALS AND MANUAL. MATERIALS TO BE STORED IN A TEMPERED CLIMATE PRIOR TO INSTALLATION. 2. ALL. BACK OF OFFICE MILLWORK AND ACCES50PJE5 BY FIXTURE MANUFACTURER, TO BE INSTALJ_ED BY T.G.G. VON. 3. ALL BACK OF HOUSE SHELVES TO BE SUPPLIED BY FIXTURE MANUFACTURE. T.G.G. TO GUT TO SIZE AND INSTALL IN FIELD. 4. G.G. TO PROVIDE AND INSTALL GALV. MENDING PLATES AT ALL JOINTS. (TYP.) 5. HILTI ANCHORS TOGGLE BOLT #0001 1321 TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24' O.G. WHERE STANDARDS OCCUR AT METAL STUDS SECURE STANDARD TO STUD. 6. T.G.G. TO REFER TO FIXTURE MFRS MANUAL FOR ADDITIONAL INFORMATION. 1. FIXTURES ARE TO BE INSTA I FE) ON TOP OF CARPET. 6.C.. TO BUILD VINILLA BOX TO INCLUDE FLOOR FINISHES, AND CEILING PRIOR TO MILLWORK INSTALLATION. G. 6.0. TO U5E MASONITE TO PROTECT FLOOWN6 IN WORK AREAS DURING CONSTRUCTION. HANGING INSTRUCTIONS: WALL MOUNTED GRAPHIC FRAMES: A. F17 8 "x10" FITTING ROOM POLICY FRAMES TOOL REQUIRED: DRILL, LEVEL, CROWN BOLT #8 -I" WHITE RIBBED PLASTIC ANCHORS W/ #S-11/4" SCREWS FOR HOLLOW WALL LIGHT DUTY FRAMES (8 "x10 ") I. 8 "x10" FRAME SHALL BE PLACED ON WALLS AS INDICATED ON THE FIXTURE PLAN, A3.0. 2. T.G.G. TO LOCATE CL OF FITTING ROOM WIDTH. ALIGN C OF WALL WITH CL OF FRAME. MARK POINT W/ PENCIL. 3. T.G.G. TO MEASURE 4' -10" FROM FINISHED FLOOR TO BOTTOM OF FRAME. 4. MARK THE LOCATION FOR THE ANCHORS IN THE CENTER OF THE 2 MOUNTING TABS. DRILL ANCHOR HOLES, INSTALL ANCHORS AND WALL FRAME. COMPLETED. B. F18 24 "x36" FITTING ROOM AREA GRAPHIC FRAME TOOLS REQUIRED: DRILL, LEVEL, GROWN BOLT #8 -3/4" SLOTTED ROUND HEAD WOOD SCREWS, FRAME (24 "x36") 1. 24 "x36" FRAME SHALL BE PLACED ON WALLS AS INDICATED ON FIXTURE PLAN, A3.0. 2. T.G.G. TO LOCATE C BETWEEN FITTING ROOM DOOR AND THE BACK WALL. ALIGN CL OF WALL I^V CL OF FRAME. MARK POINT W/ PENCIL. 3. ALIGN TOP OF FRAME WITH TOP OF H/G FITTING ROOM DOOR. MARK THE LOCATION FOR THE SCREW HOLES IN THE CENTER OF THE 2 MOUNTING TABS. 4. PREDRILL HOLES FOR SCREWS W/ APPROPRIATE BIT TO AVOID SPLITTING LAMINATE. INSTALL SCREWS AND WALL MOUNTED FRAME. COMPLETED. G. FISA 24 "x36" FITTING ROOM AREA GRAPHIC FRAME TOOLS REQUIRED: DRILL, LEVEL, GROWN BOLT #8 -I" WHITE RIBBED PLASTIC ANCHORS W/ #8 -I 1/4° SCREWS FOR HOLLOW WALL -LIGHT DUTY FRAME (24x36) L 24 "x36" FRAME SHALL BE PLACED ON WALLS AS INDICATED ON FIXTURE PLAN A3.0. 2. T.G.G. TO LOCATE Q BETWEEN FITTING AREA AND BACKROOM WALL. ALIGN CL OF WALL W/ E OF FRAME. MARK POINT W/ PENCIL. 3. ALIGN TOP OF FRAME W/ TOP OF H/G FITTING ROOM DOORS. 4. MARK THE LOCATION FOR THE 2 MOUNTING TABS. DRILL ANCHOR HOLES, INSTALL ANCHORS AND WALL MOUNTED FRAME. COMPLETED. 0S45' CODE COMPLIANCE Fp R , APPROVE 1 WP � NC >� JUN - 2 2008 DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D C I A M O R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 02/04/08 LANDLORD COMMENTS MAR 2 5 2008 PERMIT CENTER REVISIONS 4 L EN SHEET NUMBER 11 3/4° 1/2" (I) 3/4' THICK VERTICAL 5/PPORT PARTICLE BOARD 11/P-LAM. FINISH ON EXPOSED SURFACE NOTE: HILTI ANCHOR TOGGLE. BOLT #000T1327(SUPPLIED BY T.G.G) TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24' O.G. 1i -ERE STANDARDS OCCUR ® METAL STUDS CURE TO STUD. BACK OF GARMENT WALL I' -6 1/4" HOLD 3 3/4' I' -10" MAX STAINLESS STEEL HANGROD STAINLESS STEEL HANGROD VERTICAL DIVIDER BY FIXT. MANUF. INSTALLED BY T 6.G. CARPET COVERED 2 3/4° FIRE TREATED PLYWOOD 3/4° REVEAL FASTEN 5 E C T I Q 1 (TYPICAL GARMENT WALL) SCALE : 1" = 1 DEMISING WALL LEASE LINE G2 CARPET UNDER N m 0 O O O O N 1- A.G.T. 3/4'x16° SHELF BRACKET SUPPLIED BY FIXTURE MANUFACTURER AND \ INSTAL I FE) BY T.G.G. 14' HANG ROD BRACKET # HANG ROD SUPPLIED BY FIXTURE MANUFACTURER 4 INSTALLED BY T.G.G. 14' HANG ROD BRACKET 4 HANG ROD SUPPLIED BY FIXTURE MANUFACTURER 4 INSTALLED 131' T.G.G. WALL STANDARDS 0 24" O.G. SUPPLIED BY FIXTURE MANUFACTURER 4 INSTALLED BY T.G.G. NOTE: HILTI ANCHOR TO&GLER BOLT #O OOTT32 BY T.G.G) TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24' O.G. WHERE STANDARDS OSCAR ® METAL STUD, SECURE TO STUD. SECTION (STANDARDS / BACK OF HOUSE) SCALE : 1" = I'-O" A.G.T. 3/4' X Ib° x48" PARTICLE BOARD W PL -2 FINISH. ADJUSTABLE SwiF PROVIDED FIXTURE MANUFACTURER INSTALLED BY T.G.G. (TT'PJ ADJUSTABLE SHELF HARDWARE, BASIC LINE WITH BRACKETS PROVIDED BY FIXTURE MANUFACTURER INSTALLED BY T.G.G. - TYP. 3/4° X 12" PARTICLE BOARD AD.JJSTABLE SHELF - PROVIDED BY FIXTURE MANUFACTURER AND INSTALLED BY T.G.G. (TYP) (I) 2 I/2° DIAMETER GROMMET HOLE WITH INSERT 24° FLUORESCENT STRIP LIGHT FIXTURE - PLUG-IN TYPE. FIXTURE FI5 (DESKTOP) PROVIDED BY FIXTURE MANUFACTURER AND INSTALLED BY T.G.G. (3) 2 1/2" DIAMETER GROMMET HOLE WITH INSERT CENTER SUPPORT PANEL BEYOND IN/GROMMET FILE CABINET BY AFTER HOURS INSTALLED BY - EGG. NOTE: HILTI ANCHOR TOGGLER BOLT #000Tf327(SUPPLIED BY T.G.G) TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24' O.G. l-IERE STANDARDS OCCUR ® METAL STUD, SECURE TO STUD. FINISH FLOOR 5 LL_ LL. cn \ \- G-4 SCALE : I" 1' -0" 1'-4° CORK BOARD PROVIDED INSTALLED BY T.G.G. 2' -1" 5 I `? T.G.G. FOR MODIFFIICATIONS MANJAL SCALE : 1" = 1' -0" Fr - - - m I' -10" )0e-153 n O Tr) \ \ 0 T I 0 N (WORK COUNTER WITH SHELVES) in SHELF BY FIXTURE MANUFACTURER, INSTALFD BY T.G.G. (PL -I) FLIP DOMN DRAWER WITH PENCIL TRAY HANGING GAR BY FIXTURE MANUFACTURER, INSTALLED BY T.G.G. 4' WOOD BASE (TYPICAL,/ 0 N \ 1 SEE SHEET FIXTURE PLAN FOR SPACING t / coR CO MPLIANCE' APPROVE JUN —2 2008 A G T k(Wilc 3/4' X 16° PARTICLE BOARD SHELF M/ 4•11TE MELAMINE FINISH SUPPLIED FIXTURE MANUFACTURER 4 INSTALLED =r BY T.G.G. 16' SHELF BRACKET SUPPLIED BY FIXTURE MANIFACTUR.ER 4 INSTALLED BY T.G.G. 14' CHROME BRACKET at HANGING ROD 13f FIXTURE MANUFACTURER 4 INSTALLED BY T.G.G. WALL STANDARDS 0 24" D.G. SUPPLIED BY FIXTURE MANUFACTURER 4 INSTALLED BY T.6.G. NOTE: HILTI ANCHOR TOGGLE R BOLT #OOOT1321(51PPLIED BY T.G.G) TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24" O.G. 11-ERE STANDARDS OCCUR 0 METAL STUD, SECURE TO STUD. DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D CIWIA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 02 /04 /OS ET 'aa E C f x:11 C MAR 2 5 2008 PERMIT CENTER REVISIONS LANDLORD COMMENTS CORTLaN STATE OF SHEET NUMBER 62 15 14 IXT. PLACEMENT SCALE 1/2" = 1 -0" CEILING GRID 10 SGAI F : 1/2" = 1' -0" BI '-2" EQ. B 9 LIGHT 'LACtir ® / AIWA . �.�7, GllI// .®/. AI/ P.®' F/milAV %IA �. J1 !./I ' ZfAITATE MENU Emu r ■® Amok mom / E0 6' -6" 6 -0" FIN151 -{FD 4 CEILING I1' -0" AFF 12 rb, FINI51 -IED CEILING '1- 10 AFF 5 5/8" 1• r 1 -4 26'-6 1/2" 1=INI51 -{ED OPENING I'- 5 "x4' -1" SCALE ; 1 I/2" = 1200---5,5 5 1 -0 11 12 10 50' -5 I/4" m 1r> 2' -5 5/8" DETAIL (GRATE OPENING AT CEILING) 12 IF V4° m 18 8' -7" 5 5/4 GRAT G RA CE/LING 6YP 5P HT 9' -0° A.F.F. ION CODE' COMPLIANCE APP ROVED JUN - 2 2008 • BUlL � p LANDLORD NOTES I. LAY IN ACOUSTICAL CEILING TILES MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENT OF 0.06 -0.10 WITH A MINIMUM ROOM TOP ROOM ATTUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS 2. FLUORESCENT LIGHT USED IN FORWARD SELLING IT MUST BE 24X24 RECESSED WITH DEEP CELL PARABOLIC DIFFUSERS. COOL WHITE LAMPS ARE PREFERRED. 3. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONGEALED POP OFF COVER T FE. 4. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOIST AND NOT F ROM DECK AE3OVE. 5.GEILING SUPPORTS SHALL COMPLY WITH SEISMIC, BRACING REQUIREMENTS FOR THAT REGION. 6. TRACK LIGHT FIXTURES MUST BE PLACED ON REGESSEDTROUGHT AT STOREFRONT AND IN FORWARD SELLING AREAS. 1. ALL STOREFRONT MUST BE INCANDESCENT AND ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 6. STOREFRONT SIGNAGE MUST BE ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. KEYED NOTES I I 5/S" GYPSUM BOARD SOFFIT AND FASCIA PAINT -ALL VISIBLE LJ SURFACES WHITE, FRAMING AND BRACING AS REQUIRED. Lai WHITE MELAMINE BOARD F.R.T. (REMOVABLE) 2 EQUAL PIECES 1 71 ALUMINUM GRILLE SUPPLIED BY FIXTURE MANUF. INSTALLED BY T.G.G. GUT TO FIT IN FIFI 17 1 3/4" GONTINOUS F.R.T. PLYWOOD BACKING 3/4" x 3/4" METAL CONTINUOUS ANGLE -PAINT WHITE n 1 1/2" x 11/2" METAL CONTINUOUS ANGLE -PAINT WHITE 0 11 S 0 10 0 14 EXPOSED TEE GRID 151 CENTER RECESSED LIGHT FIXTURE AND /OR SPRINKLER HEAD AS SHOWN, TYPICAL 16 MOTION DETECTOR- SEE SHEET EI.I FOR MORE INFORMATION m NOT USED GYPSUM BOARD SOFFIT 5/S" GYPSUM BOARD ON METAL STUDS TO 6" MIN. ABOVE CEILING TILE LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN 4 SCHEDULE T.G.G. TO LOCATE LIGHT AS CLOSE TO STOREFRONT AS POSSIBLE. (TYP) 5/8" 20 GAUGE METAL STUD FRAMING Cap 24" O.G. MIRROR ISLAND FIXTURE GLASS FIBER REINFORCED GYPSUM (GRG) PANEL SYSTEM. 18 STOREFRONT SYSTEM DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 MAR 2 5 DL4!15 PERMIT G N1L LANDLORD COMMENTS - 4ISION NO.OI G� �1 RAL REVISIONS 2 02/04/08 10/4/07 01/14/08 REVISION N0.02 A LANDLORD COMMENTS 8897 1, QI-1 LE OF REVISIONS PD CMG PLA1 gC;bND 4 ETA f LB SHEET NUMBER 44 LECTED CEILING NOT Se 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CEILING PLENUM CONDITIONS FOR CLEARANCES OF DUCTWORK, LIGHT FIXTURES, SPRINKLERS, ETG., BEFORE PROCEEDING WITH WORK AND 5HA1L NOTIFY AN AFTER HOURS INC. REPRESENTATIVES OF ANY DISCREPANCIES. 2. REFER TO ENGINEERING DRAWINGS FOR ALL REQUIRED SPRINKLERS, FIRE ALARMS, FIRE DAMPERS, SMOKE DETECTORS, AND FIRE COMMUNICATIONS EQUIPMENT AND INSTALL PER 6UILDIN6 STANDARD AND ALL APPLICABLE GODES AND LOCAL LAWS. 3. SPRINKLER HEADS TO SE A CONGEALED VARIETY WITH WHITE COVER PLATES IN ALL AREAS. 4. ALL SWITCH LOCATIONS, THERMOSTATS AND OTHER WALL MOUNTED CONTROL DEVIGES ARE TO I FIELD APPROVED BY A.H. REP PRIOR TO INSTALLATION. L CTED CEILING LEGEND / 14VAG DIFFUSER SEE MEGI4ANIGAL DRAWING FOR MORE INFORMATION 14VAG RETURN Alit GRILLE SEE MEGNANIGAL DRAWING FOR MORE INFORMATION 62 15 14 IXT. PLACEMENT SCALE 1/2" = 1 -0" CEILING GRID 10 SGAI F : 1/2" = 1' -0" BI '-2" EQ. B 9 LIGHT 'LACtir ® / AIWA . �.�7, GllI// .®/. AI/ P.®' F/milAV %IA �. J1 !./I ' ZfAITATE MENU Emu r ■® Amok mom / E0 6' -6" 6 -0" FIN151 -{FD 4 CEILING I1' -0" AFF 12 rb, FINI51 -IED CEILING '1- 10 AFF 5 5/8" 1• r 1 -4 26'-6 1/2" 1=INI51 -{ED OPENING I'- 5 "x4' -1" SCALE ; 1 I/2" = 1200---5,5 5 1 -0 11 12 10 50' -5 I/4" m 1r> 2' -5 5/8" DETAIL (GRATE OPENING AT CEILING) 12 IF V4° m 18 8' -7" 5 5/4 GRAT G RA CE/LING 6YP 5P HT 9' -0° A.F.F. ION CODE' COMPLIANCE APP ROVED JUN - 2 2008 • BUlL � p LANDLORD NOTES I. LAY IN ACOUSTICAL CEILING TILES MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENT OF 0.06 -0.10 WITH A MINIMUM ROOM TOP ROOM ATTUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS 2. FLUORESCENT LIGHT USED IN FORWARD SELLING IT MUST BE 24X24 RECESSED WITH DEEP CELL PARABOLIC DIFFUSERS. COOL WHITE LAMPS ARE PREFERRED. 3. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONGEALED POP OFF COVER T FE. 4. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOIST AND NOT F ROM DECK AE3OVE. 5.GEILING SUPPORTS SHALL COMPLY WITH SEISMIC, BRACING REQUIREMENTS FOR THAT REGION. 6. TRACK LIGHT FIXTURES MUST BE PLACED ON REGESSEDTROUGHT AT STOREFRONT AND IN FORWARD SELLING AREAS. 1. ALL STOREFRONT MUST BE INCANDESCENT AND ON SEPERATE GIRGUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 6. STOREFRONT SIGNAGE MUST BE ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. KEYED NOTES I I 5/S" GYPSUM BOARD SOFFIT AND FASCIA PAINT -ALL VISIBLE LJ SURFACES WHITE, FRAMING AND BRACING AS REQUIRED. Lai WHITE MELAMINE BOARD F.R.T. (REMOVABLE) 2 EQUAL PIECES 1 71 ALUMINUM GRILLE SUPPLIED BY FIXTURE MANUF. INSTALLED BY T.G.G. GUT TO FIT IN FIFI 17 1 3/4" GONTINOUS F.R.T. PLYWOOD BACKING 3/4" x 3/4" METAL CONTINUOUS ANGLE -PAINT WHITE n 1 1/2" x 11/2" METAL CONTINUOUS ANGLE -PAINT WHITE 0 11 S 0 10 0 14 EXPOSED TEE GRID 151 CENTER RECESSED LIGHT FIXTURE AND /OR SPRINKLER HEAD AS SHOWN, TYPICAL 16 MOTION DETECTOR- SEE SHEET EI.I FOR MORE INFORMATION m NOT USED GYPSUM BOARD SOFFIT 5/S" GYPSUM BOARD ON METAL STUDS TO 6" MIN. ABOVE CEILING TILE LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN 4 SCHEDULE T.G.G. TO LOCATE LIGHT AS CLOSE TO STOREFRONT AS POSSIBLE. (TYP) 5/8" 20 GAUGE METAL STUD FRAMING Cap 24" O.G. MIRROR ISLAND FIXTURE GLASS FIBER REINFORCED GYPSUM (GRG) PANEL SYSTEM. 18 STOREFRONT SYSTEM DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 MAR 2 5 DL4!15 PERMIT G N1L LANDLORD COMMENTS - 4ISION NO.OI G� �1 RAL REVISIONS 2 02/04/08 10/4/07 01/14/08 REVISION N0.02 A LANDLORD COMMENTS 8897 1, QI-1 LE OF REVISIONS PD CMG PLA1 gC;bND 4 ETA f LB SHEET NUMBER 44 8 4' -0" MAX. SECTION *12 GA. VERTICAL HANGER WIRE ® 4'-0' ALONG EA. MAIN RUNNER 43° MAIN RUNNER 4' -0" O.C. CEILING ON SUSPENDED GRID SYSTEM + + +• PLAN 12' -O" I O.G. 3/8" MIN GLR I3 /8" MIN. CLEAR ALL AROUND NOTES: INSTALL CEILING GRID U5IN6 NO. L2 GAUGE SPLAY WIRE HANGERS o 4516 - 9015 TO EACH OTHER (4 WIRES) BEGINNING 4 -0' FROM STARTING POINT OF GRID AND IN BOTH DIRECTIONS 0 12' -0 0.G. THEREAFTER TIE TWO ADJACENT WALLS TO CEILING MAIN AND GROSS RUNERS. SUSFENDED C E I I ING MAX. 3 TURNS MIN. IN 1/2' TYP. SPLICE F =Z� CROSS RUNNER 2-0° O.G. HANGS: HANGERS. FOR St>jPENDED CEILINGS SHALL BE NOT LESS THAN 11-E SIZES 5ET FORTH IN TABLE NO. 41-A, FASTENED TO OR EMBEDDED IN TFE STRUCTURAL FRAMING MASONARY OR GONGRETE. HANGERS SHAD- BE SADDLETIED AROUND MAIN R.MMIERS TO DEVELOP THE FULL STRENGH OF THE HANGERS. LOWER END OF FLAT HANGERS SHALL BE 80LTEP WITH 3/8' BOLTS TO RUNNER GHANNELS OR BENT TIGHTLY AROUND RUMMERS AND BOLTED TO THE MAIN PART OF THE HANGER. NOTE: ALL 2' X 2' CEILING LIGHT FIXTURES AND 2' X 2' HVAG AIR REGISTERS SHALL BE SUPPORTED BY A MINJMUM OF im (2) HANGERS AT OPPOSITE GORNERS. CEILING SYSTEM SHALL NOT SUPPORT 011 -TER ITEMS. SJ= _AY BRACING SCAIF : NOT TOSCAIF 456 SPLAY WIRE BRACING IN PLANE OF MAIN RIMER. ALL WIRES ATTACHED TO MAIN RUNNER (4) DIREGTIONS. F. ZIGpWp INHERE Op= 03 Wp= TRIBUTARY AREA x WEIGHT OF CEILING (4# MIN.) #I2 SAFETY WIRE TIED TO SAI - t - IT WIRE SUPPORT HOLES 4 FASTENED TO BLDG. STRUCTURE. MINIMUM (4) SAFETY WIRES PER LIGHT FIXTURE PLACED AT DIAGONAL CORNERS LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE, TYPICAL SCALE : NOT TO SCALE R _C+ SCALE : NO SCALE SPLICES AND INTERSECTION OF RUNFEkS SHALL BE WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENZ' TABS, OR OTHER APPROVED CONNECTORS. DE CONNECTORS FOR 2 X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR GOMPRES SION (MINIMUM 60 POUNDS). CRO55- FURRING SHALL BE SECURELY ATTACHED TO TFE MAIN RIMER BY SADDLE TYING WITH NOT LESS THAN ONE STRAND OF NO. IS OR TWO STRANDS OF N0. IS U.S. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTAGHQMiaTfS. RUNNERS AND FURRING: TFE MAIN RUINER AND C .055- FURRING SHALL BE NOT LE55 THAN THE SIZES SET FORTH IN TABLE NO. 41-A EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE. NOTE: METAL SUSPENSION 51'5TE45 FOR ACOUSTICAL 11LE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM BLDG, GODS CHAPTER 41 AND UBL. STANDARD 41 -18. SUS LND D CEILING EXISTING STRUCTURE HILT] GC21 CLIP OR EQUAL SEISMIC. RESTRAINT CLIP MINIMUM (4) PER LIGHT FIXTURE TYPICAL EXPOSED T -BAR CEILING NOTE: ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF - TYPICAL LI FIXTURE SUFFOR SPLAY BRACE WIRE / / / / / / /// HANGER WIRE - MAIN RUNNER PANEL I— WALL TRIM CONTINUE HORIZONTAL STRUT TO PREVENT SPREADING OF RUNNERS. SUSPENDED CEILING DETAIL @ WALL HANGER WIRE #12 I I 10 SCALE : NOT TO SCALE LATERAL FORGE BRACING NOT TO EXCEED 12 O.G. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL CROSS RUNNER / / / / / / /// / / / / / /// 8 "MAX. LOCKING CLIP TO FASTEN CROSS RUNNER TO MAIN RUNNER ALLOIAL TENSION 170 # 225 # 300 # t I/2" r SUS ND D CEIJ .ING AT HALL ASCE STANDARD 9.6.2.6 For Suspen F e d Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F shall be Suspended ceilings in Seismic Design Categories, E, CISCA designed and installed in accordance with 6 and the recommendations for seismic Zones 3-4 (Ref. additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. shall be not b. The width of the perimeter supporting closure angle less than 2.0 -in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The o a nd from the wall and shall re upon and 3/4-in. e free to mm) cl slide on a closure angle. c. For ceiling areas exceeding 1000 fb (92.9 inz), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. CROSS TEE MAIN RUNNER I/2' 114T TIGHT TO STRUCTURE ABOVE 12 GA VERTICAL HANGER WIRE 3/4' EMT NOTCH OVER MAIN RIMER DR1LL 5/32' HOLE FOR I/8" BOLT LOOK NUT AFTER GEIUNG 15 LEVEL ED 4-12 GA. SPLAY WIRES 45:f, TYP. NOTE GOMPRESSIDN STRUT REQ'D ® EACH SEISMIC RESTRAINT @ 17-0' O.G. EACH WAY. DIRECTION OR EVERY 144 5F. OF CEILING AREA PER U.G.B. STANDARDS 41 -15. PRESS ON S I RUT 15 3 �Ew E� FO CODE CONPLtAN CE APPROVED JUN - 2 2008 City Of Tukwila B ILD_ N DIVISION RECEIVED CITY OF TUKWILA MAY 0 91008 PERMIT CENTER DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D C1N IA M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 F- 7: A l 1 0 00 U) REVISIONS 05.06.0S PERMIT GOITIENTS 4 02/04/05 LANDLORD COMMENTS I CfL,NS DI SHEET NUMBER SCALE : 1/4" = I' -O" ISLAND CROWN 4 BASE PROVIDED BY FIXTURE MANUFACTURER AND INSTALLED BY T.G.G IN I ERIOR ELEVATION I SCALE : I/4" = I'-O" SCALE : I/4" = ILO" r J OPEN a 1 f HANGBAR f 1 F 1 HOLD MIRROR 1/4" ABOVE GARPET--- INTERIOR EL1 -V4T I ON N T E I IO EL_VATION O I BRUSHED SATIN NICKEL FINISH J- CHANNEL. FRAME PROVIDED BY T.G.G OPEN 1 2 3 4 5 6 1 6 -6" 31 STOREFRONT GLAZING SGAI F : I/4" = I' - 0" LOW VOLTAGE DOOR GHIME. HARDWIRE SYSTEM LOCATED UNDER SOFFIT: SUPPLIED AND INSTALLED BY T.G.G. STARTING POINT FOR WOOD PANEL SYSTEM SUPPLIED BY FIXTURE MANUFACTURER, INSTALLED BY T.GL. NON - ILLUMINATED SECONDARY SIGNAGE 13 T.G.G. TO ALIGN REVEAL WITH WOOD PANEL SYSTEM SLATS. MIRROR ISLAND TO BE SUPPLIED BY EIx1URE MANUFACTURER, INSTALLED BY TGG BACK GOUNTER SUPPLIED BY FIXTURE MANUFAGTURER, INSTAI I Fr) BY T.G.G. THIS SECTION OE WALL PANEL 15 TO BE THE BENCHMARK FOR ALL HORIZONTAL LINES IN THE SALES AREA. 4 LAMINATED WOOD TRIM - VENEER FINISH SUPPLIED BY FIXTURE MANUFACTURER INSTALLED BY T.I.G. HANG ROD SUPPLIED BY FIXTURE MANUFACTURER AND INSTAI 1 Fr) BY T.G.G. 11 12 13 [151 Id 20 21 22 23 9- m 41 INTERIOR. ELEVATION OPEN P 3 HANG ROD AND SUPPORTS BY FIXTURE MANUFACTURER- INSTALLED BY T.G.G. NOT USED OPEN 6 T.G.G. TO PROVIDE (2) GROMMETS AT BOTTOM SHELF QUAD OUTLET AT 42" REFRIGERATOR BY M.W. TUX QUAD OUTLET AT 15 GARMENT RODS SUPPLIED BY FIXTURE MANUEAGTURfR AND INSTALLED BY T.G.G. GORIER GUARDS TO 48" A.F.F. SPEAKER GROMMET AT QUAD OUTLET AT IT A3.1 24 25 26 27 28 2Q 30 31 NOT USED D v OPEN 18 1 16" SHELVES SUPPLIED BY FIXTURE MANUFACTURER, INSTALLED BY T.GL. CORK BOARD IS ° H x 8' -0 °L x 1/4" THICK OR (2) LAYERS OF I/8" THICK WORK COUNTER WITH (3) GROMMETS: PROVIDE GLEATS AT ALL WALL CONNEGT10N5 SLIDE IN FILE CABINET SUPPLIED BY M.W. TUX, INSTALLED 5Y T.G.G. PROVIDE PERMANENT CENTER SUPPORT WITH (I) 3° GROMMET NOT USED TYPICAL WOOD PANEL WAIL 5Y5TEM SLOT SPADING SUPPLIED BY FIXTURE MANUFAGIURER AND INSTALLED BY T.G.G. T.G.G. TO REFER TO FIXTURE MANUFACTURER'S MANUAL. 32 33 34 35 36 37 38 3d 40 41 NOT USED 7/16" END REVEAL NOT USED QUAD OUTLET AT 12' NOT USED NOT U ED NOT USED 33 INT l0 SCALE : 1/4" = I' -0" KEYED NOTES: INTERIOR NON - ILLUMINATED SIGNAGE TO BE CENTERED OVER FITTING AREA PASSAGEWAY. 20° TASK LIGHT SUPPLIED BY FIXTURE MANUFACTURER, INSTALLED BY T.G.G. DASHES) LINES REPRESENT GENtER LINE OF 8" WIDE 18 GA. HORIZONTAL METAL STRAPS SCREWED TO METAL WAIL STUDS. SLAT YVALL WILL BE %RENED TO ANN Fn 51-1011N 5TRAIG T 41 FIXTURE SCREEN WALL PROVIDED BY FIXTURE MANJFACTURER AND INSTALLED BY TG.G SEE DETAIL S /AI o OPEN ELEVATION INTERIOR VATION SCALE : 1/4" = 1' -0" O Zeb n a INTE'l OR ±LE 4TION SCALE : I /4u = I'-0" 41 P 3 NO ROOMS BY FIXTURE MANUFACTURER INTERIOR ELEVATION SCALE : I/4" = SGALE : I/4" = (BEYO INTERIOR ELLVAT I ON _o 31 5 REVIEWEp F�39� CODE COMPLIANCE APPROVED JUN - 2 2008 City Of Tukwila B I DI DIVISION )005 -I5.5 0 I DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LO oo 00 I � � L-L_{ 1 10 Z L) ILLi T O 1--- 0 0 be) d 00 02/04/08 LANDLORD GOMMENTS 1 RECEIVED MAR 2 5 2008 PERMIT CENTER REVISIONS f f OR SHEET NUMBER T.R. FINISH SYvBOLS FLOOR FINISHES: T.R. AGGES5OR I E5 SYM DESCRIPTION - T PORCELAIN FLOOR TILE - AMERICAN GH COAT HOOK, BOBRICK 8 -1671, MOUNT 5'-6' AF.F. I OLEAN 'TERRA PAVER' DOLOR: 0)434-SMOKE WOOD SIZE: 12x12B UNPOLISHED FINISH: MATTE TILE LOCATION: RESTROOM FLOOR. GROUT LINE RE0.: V8". EPDXY GROUT :AT FLOORS TO MATCH TILE - NATURAL GREY GB GRAB BAR, 'BOBRIGK', #8 --5806 SERIES 36' LENGTH AT BACK WALL E 42' LENGTH AT SIDE WALL. BOTH WITH 256 SERIES ANCHOR PLATES - MNT. AT 33' - 36° A.F.F. PROVIDED 4 INSTALLED BY T.G.G. T PORGHAIN WALL TILE - AMERICAN OLEAN — GV — GRAB BAR, 'EOBZICK', X5806 SERJES IS LENGTH AT BACK SIDES $ 42" LENGTH AT SIDE WALL, BOTH WITH 256 SERIES ANCHOR PLATES - HMI. AT 33° - 36' A.F.F. PROVIDm d 40' FROM BACK 2 'TERRA PAVER' 517E 6x6 COLOR: 01464-SMOKE WOOD FINISH: MATTE FULL NOSE TOP 6x6. FINISH: MATTE. TILE LOCATION: RESTROOM COVE BASE GROUT LIFE REa IB'. GROUT: EPDXY GROUT AT COVE BASE TO MATCH TILE - NATURAL GREY ;TALL FINISEE5: HD HAND DRYER, WORLD DRYER- DA52 SANITARY NAPKIN DISPOSAL, SATIN FINISH STAINLESS 5TEEL - BOBRIGK - SURFACE MOUNTED. (WOMEN'S RESTROOM OR UNISEX ONLY) EIBERGLA55 REINFORCED PANEL - (FRP) TO F RP 4 -0' A.F.F., MARLITE P -IIS ALMOND. TRIM I GAP AND MOLDINGS TO MATCH PANEL °SHERWIN SG — SEAT COVER DISPENSER - B22I 'CLASSIC' SURFAGE- MOUNTED SATIN FINISH STAINLESS STEEL -i.,I — TILT MIRROR, 24°x36', SATIN FINISH STAINLESS STEEL FRAME. BoBRICK - B - 2q3 2436. PROVIDED S INSTALLED BY T.G.G. P GENERAL PAINT - WILLIAMS° ANTIQUE WHITE 5W 611q LRV 14% 2 TOILET PAPER DISPERSER, BOBRICK - 8 --4288 'CONTRA' SURFACE- MOUNTED MULTI ROLL SATIN FINISH TAINI F55 STFFT - Fl 1151 - I TIIMRI FR 1 or.K To ACCESSORIES TOOL ORGANIZER SUPPLIED BY A.H. INSTALLED BY T.G.G. NOTES: 1 . ALL ACCESSORIES PROVIDED AND INSTALLED BY T.G.C. - UNLESS OTHERWISE NOTED. <EYED NOTES 1 2 171 HI- 5 6 1 8 1 PUCKS SUPPLIES BY FIXT. MANUF. INSTALLED I3Y T ® 48° A.F.F. PUCKS SUPPLIED BY FIXT MANUF. INSTAI I FD BY T.G.G. ® A.F.F. HANG ROD SUPPLIER BY FIXT MANUF. INSTALLED BY T.G.G. e 12" A.F.F. HANG ROD MID. ® 48" AFF. CI BENCH I' -6 "H. X 2' -0" W. X S' -0' L. NOTE: BENCH BY AFTER HOURS INSTALLED AND ANCHORED BY T.G.G. C LIGHT 5WITGH TO BE LOGATED .JJ5T BELOW BAND - VERIFY LOCATION IN FIELD PE RECEPTACLE TO BE LOCATED 48" A.F.F WRAP PLUMBING PIPES AS READ. TO COMPLY WITH ADA REQUIRMENTS. RESTROOM SIGN. SEE DETAIL SHT. AID 10 14" WIDE BENCH BY AFT Lk. HOURS, INSTRALLED $ ANCHORED AS REQUIRED BY T.G.G. II CABINET WITH INSTALL CAM LOCK. T.G.G. TO SUPPLY AND INSTA ALL BLOCKING AND FASTENERS FOR. CABINET INSTALLATION. GENTER CABINET OVER TOILET. ® DOOR BUMPER GUARD SHALL ALIGN W/ HANGBAR AND BE MOUNTED ON DOOR_ WA FOR H.G. FITTING ROOM DOOR. 13 8 "x10" FITTING ROOM POLICY FRAME:. PROVIDED•BY AFTER HOURS, INSTALLED BY T.S.G. GENE L NOTES 1. FITTING/DRESSING ROOM HOOKS TO BE INSTAI 1 FP VAI/ HILTI TOGGLE BOLT #OOO77321 - ONLY FOR USE W/ GYP. BD. APPLICATIONS .C. TOILET ROO SCALE : I /2u = I'--0" I� J } f�i 4fi 11 j� 4 SCALE : 1/2" = 1 -0" SCALE : 1/2" = I' -O" EQ. ROOMS S go` E y T*N'. I LC. ITTING COQ 0 in Tyr. FITTING OO 1i L-F 'Y ATION "A" SCAT F : 1/2" = I' -O" I' 7 1/4° / 10 SCALE : I/2" = I' -0" _ 1 / / / / / / / / / 3B VAT I ON "B" GH Q 3 2 -0" 1' -6" ELEVATION "0" SCALE : I/2" = I' -0" !L!V4I ION 11011 SCALE : 1/2" = I' -0" I' -6" El E VATION 11D11 SCALE : I/2° = I'--O° v IE TYF. S I N< CLEARANCES ACES SCALE : 1/2' = I'-O° S" MIN KNEE GLEARANGE ' 000E MP�,gNC DROVED JUN - 2 2008 CIIY lE ILDI DIVI ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm RECEIVED FY OF TUKWILA MAY 0 9 2008 RMIT CENTER C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 X w Z W 0 cO REVISIONS 02/04/08 L LORD COMMENTS I 05.06.06 PERMIT COMMENTS tD 11.. ETROOM PITTING ROOM EI EV TIONS SHEET NUMBER 45,1 EQ. - I 1, 3 \ 13 10 T .C. TOILET ROO SCALE : I /2u = I'--0" I� J } f�i 4fi 11 j� 4 SCALE : 1/2" = 1 -0" SCALE : 1/2" = I' -O" EQ. ROOMS S go` E y T*N'. I LC. ITTING COQ 0 in Tyr. FITTING OO 1i L-F 'Y ATION "A" SCAT F : 1/2" = I' -O" I' 7 1/4° / 10 SCALE : I/2" = I' -0" _ 1 / / / / / / / / / 3B VAT I ON "B" GH Q 3 2 -0" 1' -6" ELEVATION "0" SCALE : I/2" = I' -0" !L!V4I ION 11011 SCALE : 1/2" = I' -0" I' -6" El E VATION 11D11 SCALE : I/2° = I'--O° v IE TYF. S I N< CLEARANCES ACES SCALE : 1/2' = I'-O° S" MIN KNEE GLEARANGE ' 000E MP�,gNC DROVED JUN - 2 2008 CIIY lE ILDI DIVI ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm RECEIVED FY OF TUKWILA MAY 0 9 2008 RMIT CENTER C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 X w Z W 0 cO REVISIONS 02/04/08 L LORD COMMENTS I 05.06.06 PERMIT COMMENTS tD 11.. ETROOM PITTING ROOM EI EV TIONS SHEET NUMBER 45,1 EQ. EQ. 1, 3 \ 13 10 .C. TOILET ROO SCALE : I /2u = I'--0" I� J } f�i 4fi 11 j� 4 SCALE : 1/2" = 1 -0" SCALE : 1/2" = I' -O" EQ. ROOMS S go` E y T*N'. I LC. ITTING COQ 0 in Tyr. FITTING OO 1i L-F 'Y ATION "A" SCAT F : 1/2" = I' -O" I' 7 1/4° / 10 SCALE : I/2" = I' -0" _ 1 / / / / / / / / / 3B VAT I ON "B" GH Q 3 2 -0" 1' -6" ELEVATION "0" SCALE : I/2" = I' -0" !L!V4I ION 11011 SCALE : 1/2" = I' -0" I' -6" El E VATION 11D11 SCALE : I/2° = I'--O° v IE TYF. S I N< CLEARANCES ACES SCALE : 1/2' = I'-O° S" MIN KNEE GLEARANGE ' 000E MP�,gNC DROVED JUN - 2 2008 CIIY lE ILDI DIVI ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm RECEIVED FY OF TUKWILA MAY 0 9 2008 RMIT CENTER C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 X w Z W 0 cO REVISIONS 02/04/08 L LORD COMMENTS I 05.06.06 PERMIT COMMENTS tD 11.. ETROOM PITTING ROOM EI EV TIONS SHEET NUMBER 45,1 EQ. EQ. 3 13 10 T .C. TOILET ROO SCALE : I /2u = I'--0" I� J } f�i 4fi 11 j� 4 SCALE : 1/2" = 1 -0" SCALE : 1/2" = I' -O" EQ. ROOMS S go` E y T*N'. I LC. ITTING COQ 0 in Tyr. FITTING OO 1i L-F 'Y ATION "A" SCAT F : 1/2" = I' -O" I' 7 1/4° / 10 SCALE : I/2" = I' -0" _ 1 / / / / / / / / / 3B VAT I ON "B" GH Q 3 2 -0" 1' -6" ELEVATION "0" SCALE : I/2" = I' -0" !L!V4I ION 11011 SCALE : 1/2" = I' -0" I' -6" El E VATION 11D11 SCALE : I/2° = I'--O° v IE TYF. S I N< CLEARANCES ACES SCALE : 1/2' = I'-O° S" MIN KNEE GLEARANGE ' 000E MP�,gNC DROVED JUN - 2 2008 CIIY lE ILDI DIVI ION DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: cm RECEIVED FY OF TUKWILA MAY 0 9 2008 RMIT CENTER C O R T L A N D IA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 X w Z W 0 cO REVISIONS 02/04/08 L LORD COMMENTS I 05.06.06 PERMIT COMMENTS tD 11.. ETROOM PITTING ROOM EI EV TIONS SHEET NUMBER 45,1 19LM. NEE MUM MEM KIM 32 STOREFRONT SAL-ti Y GLAZING, I" GLEAR INSULATED GLASS. U -VALUE TO BE LESS THAN 0.65, AND THE SOLAR HEAT GAIN COEFFICIENT TO BE LESS THAN 0.60 TEMPERED GLASS ENTRY DOORS KAWNEER 350 MEDIUM STILE SWING DOOR W/ I" CLEAR TEMPERED GLASS AND APPLIED MULLIONS WITH A DARK BRONZE ( #40) PERMANODIG ANODIZED FINISH. 3L TRIFAS VG 45IT(FRONT) SHEAR BLOCK ASSEMBLY OUTSIDE 5 GLAZING I" INFILL FIRE TREATED PLYWOOD BOUND SIGN/ SET IN ALUMIUM STOREFRONT FRAME I l 1 1 _. 1 12 5' -4 1/4" ARG SCALE : 3/4" = I -0" SCALE : 3/4" = 1' -0" L I� S I OR EQUAL RON I 1= 12 ,AN SIGN WIDTH 12 ‘,4 1'12 ". El- EQUAL r A 35 m 35 32 4 N INTERIoR DLO 2° F O» DETAIL 4 1/2" SGA1_E : 3° = l'-O" SCALE ; 3" = 1' -0° 3 = 1 - 0 " I/4" JAMB 2 STQR1 QNT 00 1\1 0 DETAIL 35 ENT' DOOMS JAM JAM=3 D!T4 1 I iCL3 31 El INTERIOR 32 -LTRAL F I ER DTL 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 7 4 - FAX: (817) 635 -5699 COD 11 2 I2_1 NEW STOREFRONT FRAMING, GLAZING TO MATCH EXISTING V.I.F. 0 5 12j AT GIO EXTERIOR CORNERS, EXTEND GLASS PANEL PARALLEL WITH STOREFRONT IN FRONT OF GLASS PAWL PERPENDICULAR TO LEASE LINE. a 10 13 1161 13 20 21 Es 23 m 1 2 5 1 28 STOREFRONT LEASE LINE LINE OF SOFFIT ABOVE. STYLMARK 4232048 RECTANGULAR 180 GLASS CLIP BETWEEN GLASS PANELS AT MID HEIGHT OF GLAZING. ADHERE CLIPS IN PLAGE PER MANUFACTURER'S RECOMMENDATIONS AND WITH CLEAR SILICONE ADHESIVE. MTL -I FINISH / FINISH = BRUSHED STAINLESS STEEL NEW DOOR it FRAME TO MATCH EXISTING V.I.F. STYLMARK #232041 RECTANGULAR 10 PANELS AT MID HEIGHT OF GLAZING AT q0/ FINISH = BRUSHED STAINLESS STEEL. WALK -OFF MAT T B. TYPE "X° GYPSUM BOARD SUPPLIED .t INSTALLED BY T.G.G. INTERIOR CEILING FINISH -SEE REF. CLG. PLAN. II PROVIDE LEVEL, H.0 ACCESSIBLE TRANSITION BETWEEN EXTERIOR FLOOR FINISH AND TENANT FLOOR FINISH. INSTALL WITH FILLER AS RECOMMENDED BY FLOORING MFR. 1 INTERIOR FLOOR FINISH, SEE FINISH SCHEDULE. Will X 5 /4. "O CORNER MOLDING PROVIDED BY FIXT. MANUF. INSTALLED 5Y T.G.G. SCRIBE WOOD PANEL WALL SYSTEM TO ADJACENT WALL. REFER TO FIXTURE MANUAL FOR MORE INFORMATION. 15 STOREFIRONT SIGNAGE. REFER TO SIGN MANUFACTURERS SHOP DRAWINGS. PROVIDE ff INSTALLED BY AHFW SIGN VENDOR. T.G.G. TO COORDINATE WORK. FLOORING TRANSITION SEE DETAILS ON A2.0. MALL FLOOR FINISH To BE EXTENDED INTO TENANT SPACE. OBTAIN FLOORING FROM SAME SOURCE AS ORIGINAL FLOORING IF POSSIBLE. BUILT UP COLUMN CONSISTING OF (2) 3 5/8" 20 GAUGE METAL STUDS WITH (2) 3 5/8" 20 GAUGE METAL TRACKS ATTACHED WITH #8-18 SHEET METAL SCREWS AT 12" O.G. ALONG LENGTH OF THE COLUMN. ENTRY DOORS. kaw STYLMARK 6" HIGH ALUMINUM SILL, #110481 WITH ANCHOR #110358. STYLMARK #218 FINISH. STOREFRONT GLAZING TO BE I/2" TEMPERED CLEAR GLASS WITH ALL EXPOSED EDGES POLISHED. IF GLASS HEIGHT EXCEEDS 10' REFER TO GLASS 1- IEIGHT/THIGKNESS CHART BELOW. LEAVE 3 /8" WIDE GAP BETWEEN ALL VERTICAL EDGES OF GLASS PANELS AND OTHER GLASS PANELS AND /OR WALL.. CONSTRUCTION. AT 90 EXTERIOR CORNERS, EXTEND GLASS PANEL PARALLEL WITH STOREFRONT IN FRONT OF GLASS PANEL PERPENDICULAR TO LEASE LINE. FIRE RETARDANT TREATED WOOD BLOCKING. LANDLORD'S EXTERIOR BRICK TO (V.I.F.) 20 GAUGE BRAKE METAL CLADDING TO MATCH STOREFRONT FINISH, #4 26 BRUSHED STAINLESS 51ttL, ON SUITABLE SUBSTRATE. ALL EXPOSED EDGES SHOULD BE FOLDED OR RETURNED BEHIND ADJACENT CONSTRUCTION. REFER TO FINISH PLAN FOR COLOR/FINISH. FRAMING FOR DOOR JAMB / METAL STUDS 4' ® 18 OA / ATTACH TO FLOOR SLAB WITH INVERTED SADDLE WITH (2) 3/8" ANCHOR BOLTS, MIN. VERIFY DIMENSIONS. PLYWOOD FIRE TREATED 2q T.G.G. TO COORDINATE CONNECTION OF ENTRANCE DOOR JAMB FRAMING TO MALL STRUCTURE WITH LANDLORD REP. ® WOOD PANEL WALL SYSTEM, SCRIBE TO WING WALL, REFER TO FIXTURE MANUAL FOR MORE INIORMATION. 1311 EXISTING MALL NEUTRAL PIER CONSTRUCTION TO REMAIN, REPAIR OR REPLACE DAMAGED PORTIONS AS REQUIRED TO LIKE NEW CONDITION. �ENE2AL NOTE I. TENANT CONSTRUCTION SHALL NOT BE SUPPORTED FROM LANDLORD SOFFIT GONSTRUGTION UNLESS WRITTEN PERMISSION 15 RECEIVED FROM LANDLORD'S REPRESENTATIVE. 2. STOREFRONT SYSTEM TYPICALLY BY LANDLORD - ARCHITECT TO VERIFY PLR PROJECT. DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CM C O R T L A N D M 0 R G A N ARCHITECT RECEIVED MAR 2 5 2000 PERMIT CENTER 02/04/08 LANDLORD COMMENTS REVISIONS 88 "r PA\ 4 4 =) SHEET NUMBER 4" SASE, ;CC FINISH SCHEDULE 16 SCALE : 5" = I' -O" sTo t RON 1 1-E AD DETAIL 3 /8" STO Eh QN 1 LL DETAIL n A 1 1 2A 25 22� 22 14 � TENANT SIDE SCALE ; SECTION ® STOREFRONT 22 Es 11 Es 23 16 25 SECTION STORE 7 TOR - 7 n4 0 QNT .9 \ 13 22 27 TENANT SIDE ■•■■•■■■■111■ 1 1 1 1 i 0 0 0 0 f I METAL STUD LATERAL BRACING - 3 5/6" 20 GAUGE ME I AL STUDS I ' 1 AT 46" O.G. MAXIMUM IN CONFIGURATION SHOWN. COORDINATE ALL ATTACHMENTS TO THE BUILDING STRUCTURE WITH THE LANDLORD'S REPRESENTATIVE. u T NOT USED 101 0 16 NEW STOREFRONT DOOR ff FRAME BY T.G.C. 0 Lb] NEW TRANSOM GLAZING BY T.G.G. 20 26 21 STOREFRONT LEASE LINE. NOT USED NOT USED NOT USED METAL STUD FRAMING CONSISTING OF 5 5/6" 20 GAUGE METAL STUDS AT 16" O.G. ATTACH METAL STUD FRAMING WITH MINIMUM 5 #6 -16 51 ILET METAL SCREWS AT EACH CONNECTION. MALL CONSTRUCTION TO REMAIN. REPAIR OR REPLACE ANY MALL FINI :I 1E5 AND MATERIALS DAMAGED DURING CONSTRUCTION OF TENANT STOREFRONT. VERIFY HEIGHT AND CONFIGURATION OF LANDLORD SOFFIT CONSTRUCTION AND ITS ABILITY TO ACCOMMODATE TENANT STOREFRONT 6QN5TRUCTION AS SHOWN. STOREFRONT GLAZING TO BE 1/2" TEMPERED CLEAR GLASS WITH ALL EXPOSED EDGES POLISHED. IF GLASS HEIGHT EXCEEDS 10' REFER TO GLASS HEIGHT/THICKNES5 CHART BELOW. NOT USED CONNECTIONS TO BUILDING STRUCTURE SUBJECT TO ROOF / SNOW LOADS SHALL BE MADE IN A MANNER AS TO PREVENT LATERAL MOVEMENT WHILE ALLOWING FOR VERTICAL MOVEMENT OF ROOF CONSTRUCTION. NOT USED 15ATT INSULATION R =30 VERIFY EXISTENCE AND LOCATION OF MALL DUCTWORK, LIGHTING, STRUCTURE AND ANY OTHER CONSTRUCTION THAT WOULD INTERFERE WITH THE TENANT STOREFRONT CONFIGURATION AS INDICATED IN TIIE5E DRAWINGS. NOT USED ALUMNIUM GLASS DOORS SY KAJ^WEER SEE SPECIFICATION SATT INSULATION R =ICI NOT USED 21 NOT USED 5/6" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING. 23 5/6" GWS/ WATER RESISTANT <EYED NOTES NEW ALUMINUM STOREFRONT KAVWEER TRIFAS 451 SEE SPECIFICATION 4 Iii. iw$lO ' INTERIOR CEILING FINISH-SEE REF. CLG. PLAN. - RECESSED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 28 STOREFRONT SIGNAGE. REFER TO SIGN MANUFACTURERS SHOP DRAWINGS. PROVIDE 8 INSTALLED 15Y AHFW SIGN VENDOR. T.G.G. TO COORDINATE WORK. GLASS DOOR SYSTEM/ DORMA GLASS DOOR & HARDWARE. .oil "•-• : rr y r REGISTF GORT . :, 'v TAT O► • et CN • r•. t 111 22 6 A6.I 11 25 0 26 25 24 17 0 MALL SIDE REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 City Of Tukwila 1 ILDIN : DMSII N GENERAL NOTES I. TENANT CONSTRUCTION SHALL NOT BE SUPPORTED FROM LANDLORD SOFFIT CONSTRUCTION UNLESS WRITTEN PERMISSION 15 RECEIVED FROM LANDLORD'S REPRESENTATIVE. DATE: 12/18/07 JOB NO: YY72 DRAWN: STAFF CHECKED: CN C O R T L A N D CIWIA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 REVISIONS 8897 REC VE MAR 2 5 2008 PERMIT CENTEh 02/04/06 LANDLORD COMMENTS 1 emcTio\e SHEET NUMBER MECHANICAL SYMBOLS AND ABBREVIATIONS LE6 fND ACC!) AIR COOLED GONDENSINS UNIT MARK - --5-- GAS PIPING OF SIZE NOTED A.F.F. ABOVE FINISHED FLOOR - -D- - CONDENSATE DRAIN PIPING OF SIZE NOTED AHU AIR HANDLING UNIT MODULE SIZE I UNION BHP BRAKE HORSEPOWER GL.; CENTERLINE COCK -C GAS GONTR_ CONTRACTOR ON. DOWN UG DUCT MOUNTED SMOKE DETECTOR EAT ENTERING AIR TEMPERATURE 24x24 Ri SUPPLY AIR DIFFUSER EF EXHAUST FAN E.G. ELECTRICAL CONTRACTOR 26 VI RETURN OR EXHAUST GRILLE ESP EXTERNAL STATIC PRESSURE EXH. EXHAUST (VD) FG FLEXIBLE CONNECTION f VOLUME DAMPER FD FIRE DAMPER 0 THERMOSTAT F.D.C. FIRE DEPARTMENT CONNECTION 26 FIN.FL. FINISHED FLOOR -~ DIRECTION OF AIR FLOW FLA FULL LOAD AMPERES 0 PIPE RISER F.P.G. FIRE PROTECTION CONTRACTOR H.G. HVAC CONTRACTOR C- PIPE DROP IFM INDOOR FAN MOTOR N SHUT OFF VALVE LAT LEAVING AIR TEMPERATURE MOH ONE THOUSAND (1000) BTUH N GHEGK VALVE N.I.G. NOT IN CONTRACT N.T.S. NOT TO SCALE DUCT RISE OR DROP (R -RISE, D -DROP) OA. OUTSIDE AIR RA OAI OUTSIDE AIR INTAKE 2 1 I 2 OW OPPOSED BLADE DAMPER X DISCHARGE OR SUPPLY AIR DUCT P.G. PLUMBING CONTRACTOR 01 ALUMINUM 04 MILL (STD) 26 WHITE R.A. RETURN AIR RA.0. RETURN AIR GRILLE I -I RETURN OR EXHAUST AIR DUCT RTU ROOF TOP UNIT MA I i IAL SA . SUPPLY AIR SA. ICI OUTSIDE AIR SUPPLY DUCT S.P. STATIC PRESSURE AIR DEVICE TYPE SENS. SENSIBLE SF SUPPLY FAN AIR QUANTITY (GFM) ® TF TRANSFER FAN RECTANGULAR AND ROUND DUGTWORK 51IAL_I- HAVE T.G.G. TENANT'S GENERAL CONTRACTOR 14 °% RADIUS TYPE ELBOWS WHERE POSSIBLE. ELBOWS SHALL TYP. TYPICAL BE I -1/2 TIMES ROUND OUST SIZE. UH UNIT HEATER w L7UGT SIZE DESIGNATION: SIZE 15 FREE AREA 12x12 REQUIRED. CONTRACTOR SHALL MAKE ALLOWANCE W G. WATER COLUMN 2 2 FOR DUCT LINER THICKNESS WHERE SPECIFIED. W.M.G. WATER MOTOR GONG © KEYED NOTES ON DRAWING DRAWING REVISIONS NOTE: THIS LEGEND 15 FOR REFERENCE ONLY. NOT ALL SYMBOLS AND ABBREVIATIONS HILL BE USED. NOT ALL SYMBOLS AND ABBREVIATIONS USED ARE INCLUDED IN LEGEND. IF QUESTIONS ARISE DUE TO THE USE OF ANY SYMBOL OR ABBREVIATION THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER IMMEDIATELY FOR DEFINITION(5) AND /OR CLARIFIGATION(S). MECHANICAL EQUIPMENT SCHEDULE I LLE, RECD I STER t$ DIFFUSER SCHEDULE MARK CSR MODEL # PLAN MARK MANUF. 8 MODEL NUMBER MODULE SIZE NECK SIZE FACE SIZE BORDER TYPE FINISH BLOW PATTERN MAT'L OPTIONS/NOTES SI TITUS - TDG 24x24 SEE PLAN ISx18 3 26 4 STL - RI TITUS - 5OR 24x24 22x22 - 3 26 - ST'L - 3. q KIN 205V 3PH F1 FCTRICAL HEAT STRIP. FINISH PF55 5S PLASTER PEA ALUM PLASTER A5-I5 STEEL DAMPER AG -15-AA ALUMINUM A5-15-55 STAINLESS EQT EARTHQUAKE L FRONT BLADE 5 FRONT BLADE AG-55 BUTTERFLY OPTIONS/NOTES EQUALIZING GRID THROW RED. VANES V z — Nm .t,n\v, !NNm� - NNm1 01 ALUMINUM 04 MILL (STD) 26 WHITE FRAME EG FRAME TRV DAMPER STL DAMPER TABS LONG ORIENTATION SHORT ORIENTATION DAMPER STEEL MA I i IAL ST'L 22 GUAGE ST' ALUMINUM ALU MECHANICAL EQUIPMENT SCHEDULE FAN POIt1ERED BOX MARK MANUFACTURER MODEL # CFM MIN. GEM SETTING MAX. GFM SETTING INLET SIZE REF. NOTE NOTES ACCESSORIES TITUS ATQ56 1 1550 450 I 1850 14° - 1 ,2,5 I. MIN SET POINT AT 165, 2. PROVIDE AND INSTALL VAV ! P -1 3. q KIN 205V 3PH F1 FCTRICAL HEAT STRIP. MECHANICAL E'ENERAL NOTES I. ALL DUCTWORK, HANGERS, DAMPER CONSTRUCTION, SEAMS, INSTALLATION, ETG., SHALL CONFORM TO THE STANDARDS AS ADOPTED BY AS.H.R.A.E. AND SMAGNA. ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, RULES AND REGULATIONS AND RECOMMENDATIONS OF LOCAL BUILDING DEPARTMENT, NATIONAL BOARD OF FIRE UNDERWRITERS, N.F.PA., AND SHOPPING CENTER GENERAL SPECIFICATIONS. ALL DUCTWORK SHALL BE SHIEETMETAL CONFORMING TO SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK AND A.S.H.RA.E. STANDARD q0 -15. 2. EXAMINATION: BIDDER, BEFORE SUBMITTING A PROPOSAL SHALL EXAMINE THE SITE DRAWINGS AND SPECIFICATIONS, INFORM HIMSELF AS TO THE STATE AND LOCAL CODES AND LAWS HAVING JURISDICTION AND ALLOW FOR LICENSES AND FEES TO BE PAID AS DIRECTED OR REQUIRED TO COMPLETE THE WORK UNDER THE SCOPE DF THIS CONTRACT. 3, THE MECHANICAL CONTRACTOR SHOULD FURNISH, CONNECT AND INSTALL THE THERMOSTAT /CONTROL WIRING AND THE ELECTRICAL CONTRACTOR SHOULD PROVIDE, INSTALL AND CONNECT THE ELECTRIC TO THE UNITS. 4. SCHEDULE OF WORK: THIS CONTRACTOR SHALL BE REQUIRED TO FAMILIARIZE HIMSELF WITH THE PROPOSED WORK SCHEDULE AND SHALL COORDINATE HIS WORK SCHEDULE WITH THE OT! ICR TRADES, 50 THAT WORK PROGRESSES CAN BE PLANNED IN A PROPER SYSTEMATIC FASHION TO AVOID ANY DUPLICATION OF L I - t - ORT AND RESULTANT DELAY OF PROJECT. 5. CUTTING AND PATCHING: THIS CONTRACTOR MUST LAY OUT HIS WORK IN ADVANCE OF NEW CONSTRUCTION IN ORDER THAT UNNECESSARY GUTTING AND PATCHING WILL BE AVOIDED. OPENINGS SHALL BE REUSED AS SHOWN AND ANY MODIFICATIONS TO ROOF OPENINGS SHALL BE APPROVED BY THE LANDLORD, DONE BY THE LANDLORD'S ROOFING CONTRACTOR AND PAID FOR BY THE TENANT. 6. FLEXIBLE DUCTWORK: FOR CONNECTIONS BETWEEN RIGID DUCTWORK INSTALL FLAT METAL SPIRAL MECHANICALLY LOCKED FABRIC COMPONENTS, CAPABLE OF BEING SHAPED FOR GONNEGTION TO EITHER ROUND OR OVAL BOOT CONNECTIONS. ALL CONNECTIONS SHALL BE MADE AIR TIGHT BY MEANS OF CLAMPS OR INDUSTRIAL CEMENT #330 AND WRAPPED WITH DUCT TAPE. LENGTH OF FLEXIBLE DUCT TO BE MAXIMUM OF 5'. STEEL SPIRAL TO BE ELECTROGALVANIZED FABRIC. TO BE NEOPRENE COATED, WITH FABRIC CAPABLE OF MEETING N.F.PA. GOA AND UL 181 FOR GLASS I CONNECTORS. MANUFACTURER: WIREMOLD AIR DUCT TYPE 57. 1. DUCTWORK SHALL BE FABRICATED OF GALVANIZED SHEET METAL PER AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS' STANDARDS AS OUTLINED FOR "AIR DUCT DESIGN" IN THE LATEST EDITION OF THE °ASHRAE FUNDAMENTALS" AND AS REQUIRED BY THE CONSTRUCTION DETAILS OUTLINED IN THE APPLICABLE SMAGNA STANDARDS. 5. SUPPLY DUCTWORK INSIDE BUILDING SHALL BE INSULATED WITH I" ALUMINUM FOIL FACED FIBERGLASS BLANKET OVERLAPPED AND HIRED ON AND ALL DUCTWORK SHALL BE INSTAL I Fn IN CONGEALED SPACE ABOVE GEILINGS. q. PROVIDE CLEAR ACCESS TO ALL EQUIPMENT WITHIN THE LEASED SPACE. 10. CONTRACTOR SHALL PROVIDE OPERABLE H AND V SYSTEMS COMPLETE IN ALL RESPECTS AS CONTEMPLATED 13Y THE INFORMATION INDICATED ON THE DRAWINGS. IT 15 NOT INTENDED THAT THE DRAWINGS AND SPECIFICATIONS INDICATE EACH AND EVL-KY ITEM OF INFORMATION NEGE55ARY FOR COMPLETE SYSTEMS BUT INDICATE SUFFICIENT INFORMATION FOR THE CONTRACTOR TO SECURE ADDITIONAL INFORMATION FROM OTHER SOURCES AND PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR COMPLETE INSTALLATIONS. 11. ALL LABOR, MATERIALS AND EQUIPMENT SHALL BE PROVIDED WITH ONE YEAR GUARANTEE FROM DEFECTS, 12. PROVIDE ARCHITECT WITH THRE=E (3) COPIES OF AIR BALANCE REPORT. INSTRUCT OWNER IN USE OF EQUIPMENT. AIR BALANCE REPORT TO BE AN INDEPENDENT TESTING AGENCY. AIR BALANCE TEST REPORT TO BE TAKEN IN THE LATE AFTERNOON WITH THE FOLLOWING TEMPERATURE READINGS DOCUMENTED (IN ADDITION TO GFM) I.) TEMPERATURE OF AIR LEAVING EACH CEILING DIFFUSER, 2.) TEMPERATURE OF AIR LEAVING HVAG UNIT, 3J TEMPERATURE OF OUTSIDE AIR AT HVAG UNIT, 4) TEMPERATURE OF AIR WITHIN SALES AREA (AT THERMOSTAT). 13. T.G.G. TO REPLACE FILTERS PRIOR TO TURNOVER MECHANICAL KEYED NOTES (APPLICABLE TO THIS SHEET ONLY) I ' I PROVIDE AND INSTALL NEW FAN POWERED BOX AS SPECIFIED THIS SHEET. 1 2-I NOT USED ON THIS PROJECT. PROVIDE AND INSTALL NEN COMPATIBLE CONTROLS. PROVIDE WITH CLEAR PLASTIC. LOCKING COVER. CONTRACTOR TO PROVIDE AND INSTALL EXHAUST FAN. FAN SHALL BE 100 GEM. INTERLOCK WITH TOILET ROOM LIGHTING. SEE LIGHT FIXTURE SCHEDULE ON SHEET EI.I FOR MANUFACTURER 4 MODEL NUMBER. PROVIDE 4° EXH. DUCT TO LANDLORD COMMON EXHAUST DUCT STUDS. VAV NOTES I. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THIS PROJECT. REFER. TO TEMPERATURE CONTROL NOTES THIS SHIFT FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 3. UTILITIES ARE AVAILABLE AT DE._JIGNATED LOCATIONS WHICH MAY NOT BE IN THE DEMISED PREMISES. COORDINATE THE FINAL CONNECTION OF ALL. UTILITIES (INCLUDING CHILLED AIR) WITH THE LANDLORD'S FIELD !REPRESENTATIVE. 4. T.G.G. SHALL MAINTAIN ALL LANDLORD RETURN AIR OPENINGS (WITH FIRE DAMPERS IF REQUIRED) IN DEMISING WALLS TO ENSURE OPERATION OF LANDLORD CENTRAL VAV SYSTEM. VERIFY WITH HARRY PRAHL PRIOR TO BID. PROVIDE AND INSTALL 14" 0 INSULATED - MEDIUM PRESSURE METAL SPIRAL DUCTWORK FROM TAP TO VAV BOX. VERIFY EXACT LOCATION IN FIELD. EXISTING LANDLORD SUPPLY AIR DUCT. FOR RETURN OF 1850 GFM (TYPICAL OF 2) VERIFY IF EXISTING AND SIZE REQUIREMENTS WITH LANDLORD PRIOR TO INSTALLATION. G.G. TO FIELD VERIFY ALL CONDITIONS ff DIMENSIONS PROVIDE AND INSTALL NEW ISx36 AIR -a& - +� , MrCHA , SCALE : I/4" = I' -O" ICAL FLA \ EXHAUST FAN SCHEDULE MARK NO. MANUFACTURER MODEL NO. GEM STATIC PRESURE MOTOR HP ELECTRICAL AREA SERVED EF -I GREENHOOK SP -1380 T5 0,125" 1/4 120 VOLTS TOILET ROOMS ACCESSORIES: WG - WALL GAP BD - GRAVITY BACKDRAFT DAMPER, 135 - BIRDSCREEN NOTES: 1. FAN SHALL OPERATE AT 120V, SINGLE PHASE. 2. TGG WILL PROVIDE AND INSTALL EXHAUST DUCT FROM EF -I TO WALL WITH WALL GAP. 1 - ; .ry �r [Building Summary Loads Budding peeks ln July at 4pm et a= alia:r 'r 1-st 1.241 3,729 12 41 260 1,474 4.91 140 3,732 29.0.5 0 0 040 Pact Wau Glass Bone Slab skin Loads Equipment People Partillat Coot PreL Heat Pre! Cool. Vent Hear- Vent. Coot In&L Heal. Ina Otan - Thr" Fan Bbx-Thru Fan Resarvn Cap. Reheat Cap. Supply Duct Return Duct 66ac Supply Isar Rehm 9"9dnp To 2,984 500 24 24 13,795 0 13,935 0 2.323 13,035 46.37 13,796 1,516 r7 30,054 - t . . r ; . r ; 1 _Elnnsammrj 0.00 10,519 10,619 20.87 0.00 1,791 1,791 3.49 0,00 2,688 3.380 8,046 11.77 0.00 0 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0,00 2,14 3,122 5,296 10 45.90 0 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 040 0 0 0.00 0.03 2,484 2,464 4,63 0.00 0 0 0.00 0.00 0 5 0.00 5.15 2,022 2,022 3.94 263 505 505 0.98 0,00 0 0 0.00 009 o 0 0.00 100.00 4,03 45.90 2043 0,00 0 0.00 0 46.37 2.658 0.00 0 7.73 5 0 22,842 -^q_ eE et 4, 4, 636 24 242 1 7,764 17,7 0 0 942 0.47 34.57 0.00 22,842 44.07 46,546 51,377 100.00 Ventilation mliteation Pretreated Air Zone Loads Plenum Loads Fan 5 Dud Leads ate_ rief Dui! 10.25 0.00 0 0.00 41,100 80.00 0 0 0.00 5,011 5,011 9.75 3,122 5,266 0 0 38,412 Build/1g Totals - 100.05 4,631 48,540 51,377 100.00 CE�iz' -_ "igr e,,e�, ryes Total Building Supply Alr (based on a 20' 70 ' F" 1.865 CFM! r 17'.�9p�53F1' ' .,.: Total BU440ig Vent_ A:a 412.87% of supply): 240 MA Total Conditioned Air space; 1,241 Sq.0 Soppy Air Pnr unit Area: 15025 CFMVSq.it Ara. Per Coping Cape t: 259.6560 sq 1t/Ton Cooling Capacity Per Area: 0.0034 TonsISq.B Total Hearing Raqured with Outride Air 30054 Bluh Total CoNulg Required With Outside Air 428 Tuns LANDLORD NOTE TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING UNIT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM 15 DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -I3. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL. BRANCH PIPING AND SYSTEM DESIGNS SHALL- BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZE SHALL BE HYDRAULICALLY DESIGNED AC-COR:ANS TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. DO NOT ATTACHED ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. MAXIMUM LENGTH OF FLEX DUCT I5 5-0". dp n DON PENN CONSULTING ENGINEER , 635 WESTPORT PARKWAY, SUITE GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 300 S DATE: 12/18/07 JOB NO: YY72 DRAWN: sM CHECKED: BH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 N) 0 0 cV CV 4 Chi C.- w Q 1n a Et x W REVISIONS LANDLORD COMMENTS 2/6/08 RECEIVE c MAR 2 5 2000 PERMIT {DENTE vAC ILOOR PLAN NO E , ` AI S 4 SHEET NUMBER SOUTHCENTER SOUTHCENTER PARKWAY S'I'VBDLS A \ A553REVIATI S SYMBOL DESCRIPTION SYMBOL DESCRIPTION HOMERUN EXHAUST FAN ~ DE DUPLEX RECEPTACLE, 15" A.F.F. SP SPEAKER :7: QUADRAPLEX RECEPTACLE, 15" A.F.F. DOOR BELL. SEE NOTE #3 DB IE QUADRAPLEX RECEPTACLE W/ (I) ISOLATED GROUND DEDICATED DUL T SHOPPER TRACKING UNIT 5T . TELEPHONE/FAX IN/ CONDUIT TO ABOVE GL& G Z TIME CLOCK - TORK - 1000 SERIES (UNLESS OTHERWISE SPECIFIED) DATA W/ CONDUIT TO ABOVE GLG IC. ISOLATED GROUND 4 ) SWITCH A.F.F. ABOVE FINISHED FLOOR LH DISCONNECT SWITCH U.N.O. UNLESS NOTED OTHERWISE HZ FUSED DISCONNECT SWITCH A.F.F. ABOVE FINISHED FLOOR O JUNCTION BOX N.I.G. NOT IN CONTRACT \ ® ' ` REMOTE PILOT MOUNTED ON CEILING TO SIGNAL ACTIVATION OF DUCT MOUNTED SMOKE DETECTORS. EX. INDICATES Fl FGTRIGAL DEVICES ALREADY INSTALLED G.G. IS TO CONFIRM THEIR LOCATION AND HEIGHT AND MOVE IF REQ'D TO THE DIMENSIONS SHOWN. NOTES: I. ALL LIGHT SWITCHES, ELECTRICAL CONTROLS TO MEET THE REQUIREMENTS: * ALL RECEPTACLES SHALL BE MOUNTED MIN. 15 "A.F.F., • PROVIDE CONTROLS WHICH ARE OPERABLE WITH ONE GRASPING, PINCHING, OR TWISTING OF THE WRIST. MAX 5 2. RECEPTACLES, SWITCHES AND COVER PLATES TO BE WHITE FOLLOWING MAX 48 "A.F.F. (U.O.N) HAND WITHOUT LBS. TO OPERATE. IN THE TO BE IVORY. Fr' BY G.G.. TIGHT ALL 6.C.. TOILE` - ROOM AND PAINTED CEILING SURFACES, ALL OTHERS RECEPTACLES SHALL BE MOUNTED AT 15" A.F.F. (U.O.N) 3. PUSH BUTTON AND BUZZER SHALL BE PROVIDED AND INSTAL! SHALL PROVIDE A CHASE AND FULLSTRING THROUGH WALL APPLICABLE) AT RECEIVING DOOR FOR BUZZER. BUZZER GASHWRAP AREA. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. • PUSH - BUTTON: EDWARD5 -632 -L OR EQUAL # BUZZER: EDWARDS -125 OR EQUAL- * TRANSFORMER (IOV, 5VA SECONDARY): EDWARDS -51O e WIRE: *20 MG STRANDED BELL WIRE (WHEN SHALL RING AT OR EQUAL FIRE ALAR S'1'ST L1 CONTRACTOR SHALL VERIFY IF FIRE ALARM SYSTEM 15 REQUIRED BY GORE OR BY LANDLORD. IF REQUIRED, PROVIDE SYSTEM AS INDICATED. \ I / STROBE AT SO" AFF 1 PULL STATION AT 45" AFF HS HORN/STROBE AT 80" AFF O DUCT SMOKE DETECTORS REFER TO MI FOR LOCATION O SMOKE DETECTOR. MOUNTED IN CENTER OF CEILING TILE. ® FIRE ALARM GONTROL PANEL NOTES: L ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING LANDLORD FA SYSTEM. 2. G.G. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR FIRE ALARM SYSTEM PRIOR TO BID. COORDINATE WITH LANDLORD AND LOCAL FIRE MARSHALL. SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT. (AUDIONISUAL ALARMS, SMOKE DETECTORS, ETC) AS REQUIRED. FIRS ALA OT =-5 LANDLORD WORK • A CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE, FIRE ALARM SYSTEM SERVING THE ENTIRE MALL. • LANDLORD WILL PROVIDE A RED FIRE ALARM JUNCTION BOX IN THE CORRIDOR WITH A 5 /4' CONDUIT STUBBED INSIDE DEMISED TENANT SPACE FOE TENANTS FIRE ALARM SYSTEM DEVICES. JUNCTION BOX WILL BE PROVIDED WITH FIRE ALARM ANNUNCIATION AND INITIATION CABLING AND TERMINAL BLOCKS. • LANDLORDS DESIGNATED FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANTS SOLE COST AND EXPENSE. TENANT WORK: GENERAL REQUIREMENTS I. TENANT SHALL INSTALL WITHIN TENANT'S PREMISES A FIRE ALARM SYSTEM OR COMPONENTS AS DELINEATED THROUGH DESIGN DOCUMENTS ISSUEDBY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR (AT TENANT'S EXPENSE). _LEGTR I GAL SPLG I F I GAT I D s GENERAL I. ENTIRE INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE AND ALL LOCAL ORDINANCES HAVING JURISDICTION AND MALL GENERAL STANDARDS AND SPECIFICATIONS. 2. MINIMUM SIZE FOR ALL OUTLET BOXES SHALL BE 4 ". 3. MINIMUM WIRE SIZE SHALL BE NO. 12 AWE. ONLY COPPER CONDUCTORS ARE PERMITTED. ALL CONDUCTORS SHALL BE TYPE 15 G. 4. PROVIDE IDENTIFICATION OF ALL BRANCH CIRCUITS ON A TYPEWRITTEN DIRECTORY CARD, PERMANENTLY AFFIXED TO THE DOOR OF EACH LIGHTING AND DISTRIBUTION PANEL. 5. PROVIDE ENGRAVED NAMEPLATES WITH I/2" HIGH LETTERS FOR ALL PANELS, DISCONNECT SWITCHES, STARTERS, AND ENCLOSED CIRCUIT BREAKERS. NAMEPLATES SHALL BE PERMANENTLY ATTACHED TO EACH DEVICE. 6. REFER TO LIGHT FIXTURE SCHEDULE ON SHEET EI.I. NO SU55TIMIONS ARE ALLOWED WITHOUT APPROVAL FROM MWTux FORMAL WEAR MATERIAL I. ALL MA I iIdIALS SHALL BE NEW EXCEPT WHERE OTHERWISE NOTED AND SHALL BEAR UNDERWRITERS AND UNION LABELS WHERE SUCH LABELING APPLIES. 2. ALL MATERIALS AND INSTALLATION SHALL BE IN FULL CONFORMANCE TO LANDLORD'S GENERAL DESIGN SPECIFICATIONS AND STANDARDS. 3. TIME SWITCHES SHALL BE TORK, PARAGON OR EQUAL, POLES AND RATINGS AS REQUIRED. 4. CONDUIT SHALL BE GALVANIZED STEEL OR RIGID HEAVY WALL UNDERSLAB; ABOVE SLAB CONDUIT SHALL BE ELECTRIC- METALLIC. TUBING WITH COMPRESSION FITTINGS. FLEXIBLE CONDUIT MAY BE USED IF APPROVED BY APPLICABLE CODE AND LANDLORD SPECIFICATION. EXTERIOR CONDUIT ABOVE GRADE SHALL 3E RIGID GALVANIZED STFFI 5. EXCEPT WHERE OTHERWISE INDICATED, WIRE SHALL BE COPPER WITH 600 VOLT INSULATION, TYPE THWN, FOR BRANCH CIRCUITS; TYPE THIN OR TNW FOR SIZES NO.4 OR LARGER. 6. OUTLET BOXES SHALL BE PRESSED GALVANIZED STEEL. 1. NYLON DRAG WIRES SHALL BE INSTALL Er? IN ALL EMPTY CONDUITS. 8. PROVIDE PLASTIC BUSHINGS AT OPEN ENDS OF ALL CONDUITS WITH LOW VOLTAGE WIRING. G. PROVIDE SEISMIC RESTRAINTS FOR ALL F1 FCTRIGAL EQUIPMENT, LIGHT FIXTURES, AND ALL CONDUIT 2 -1/2" AND LARGER. 10. WIRING DEVICES SHALL BE AS FOLLOWS: LIGHT SWITCHES -20 AMP, HUBBELL 1221, DUPLEX RECEPTACLES -15 AMP, HUBBELL 5252, SOCKETS TO BE WHITE BAKELITE, RECEPTACLES, SWITCHES AND COVER PLATES TO BE WHITE IN THE TOILET ROOM AND PAINTED CEILING SURFACES, ALL OTHERS TO BE IVORY. UNLESS INDICATED OTHERWISE ON PLAN. II. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. 12. ALL CONDUIT CONNECTIONS TO MOTORIZED OR VIBRATING EQUIPMENT SHALL BE MADE WITH "SEALTITE" FLEX CONDUIT. PROVIDE MOLDED NEOPRENE PADS OR VIBRATION ISOLATORS FOR MOTORIZED OR VIBRATING EQUIPMENT. 13. MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE (I) YEAR FROM PATE OF OWNER ACCEPTANCE, AND BE REPLACED, IF REQUIRED, AT NO EXPENSE TO OWNER, DURING UST YEAR. WORKMANSHIP, RESPONSIBILITY AND GUARANTEES I. ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST GLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND BALANCED ACROSS ALL THREE PHASES. 2. FI FGTRIGAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE (I) YEAR FROM DATE OF FINAL OWNER ACCEPTANCE. 3. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 4. FI FGGTRIGAL CONTRACTOR SHALL MEGGER TEST ALL MOTORS AND FEEDERS PRIOR TO ENERGIZING. REPLACE DEFECTIVE FEEDERS AND NOTIFY OWNER OF ANY DEFECTIVE MOTORS. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE PROJECT WORK. NOTES I. ALL LIGHTING FIXTURES SHALL BE WIRED AS PER ARTICLE 410 OF THE NATIONAL ELECTRIC CODE. 2, BOND WIRE SHALL BE IN ALL FEEDER CONDUITS WHERE REQUIRED BY CODE. 3. GROUNDING TYPE BUSHINGS SHALL BE USED AS REQUIRED 13Y CODE. 4. SIGN CONTRACTOR SHALL INSTALL ALL SIGNS. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL HOOK -UP OF SIGNS (FROM SIGN TO JUNCTION BOX). SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OPERATION OF SIGNS, AFTER FINAL HOOK -UP BY EL.ECTRIGIAN. 5. FUSEE, SHALL BE FUSETRON TYPE. 6. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING, EXIT LIGHTS, AND GASH REGISTERS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. 1. CONDUIT SHALL BE CONGEALED WHERE POSSIBLE AND SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS OR FLOORS. 8. CLEAN EQUIPMENT, LIGHT FIXTURES, AND CONSTRUCTION SITE AT COMPLETION OF PROJECT. REMOVE TEMPORARY WIRING WHEN CONSTRUCTION 15 COMPLETE. GI. SEAL ALL PENETRATIONS THROUGH WALLS OR FLOORS WITH APPROPRIATE CAULK OR GROUT. SEAL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR CEILINGS WITH UL LISTED FIRE STOP COMPOUND. 10. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO SUBMISSION OF BID. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND SE INCLUDED IN FINAL BID. GASH REGISTER OUTLETS L INSULATED/ISOLATED GROUND SYSTEM REQUIREMENTS FOR CASH REGISTER OUTLETS. GASH REGISTERS REQUIRE AN ISOLATED OR "DEDICATED" 20 AMP, 120 VOLT SINGLE PHASE CIRCUIT. (GASH REGISTERS SHALL NOT SHARE CIRCUITS WITH ANY OTI ER CONDUCTIVE LOADS). ALL THREE WIRES, ISOLATED GROUND, NEUTRAL AND POWER, MUST BE RUN TO THE CIRCUIT BREAKER PANEL, VIA A CONDUIT THAT CONTAINS ONLY THESE WIRE THE ISOLATED GROUND, NEUTRAL MUST BE RUN SEPARATELY AND SHALL BE CONNECTED ACCORDING TO THE LOCAL APPLICABLE ELECTRICAL CODE. ISOLATED GROUND WIRE SHALL BE RUN TO A DERIVED GROUND POINT FOR THE DEMISED PREMISES. 2. GASH REGISTER OUTLETS SHALL BE OF TYPE WHICH DOES NOT HAVE THE GROUND TERMINAL CONNECTED TO THE RECEPTACLE MOUNTING BRACKET (EQUIVALENT TO HUBBELL #165263- DUPLEX OR HUBBELL #165261- SINGLE). A SPECIAL INSULATED TERMINAL BLOCK IN THE DISTRIBUTION PANEL AND THE USE OF INSULATED GROUND WIRE FROM THE RECEPTACLES UNDER THE CHECK -OUT STANDS TO THE DISTRIBUTION PANEL AND FROM THE DISTRIBUTION PANEL TO THE STORE SERVICE ENTRANCE EQUIPMENT. UNDER NO CIRCUMSTANCES SHALL CONDUIT OR DUCTWORK BE USED AS A GROUND. 3. THE GASH REGISTERS ARE SUPPLIED WITH A 3 -PRONG PLUS. THE USE OF ISOLATORS OR CONVERSION PLUGS TOTALLY DEFEAT THE PURPOSE OF THE GROUND SYSTEM. THE EL FGTRICAL CONTRACTOR SHALL NOT USE CONVERSION PLUGS IN ANY INSTALLATION OF Fl FGGTRONIC GASH REGISTERS. 4. POWER AND GROUND SYSTEM INSTALLATION SHALL CONFORM TO ALL WIRING DIAGRAMS AND REFERENCE SHEETS FURNISHED BY GASH REGISTER MANUFACTURER. 5. ELECTRICAL CONTRACTOR SHALL OBTAIN FROM GENERAL CONTRACTOR, ALL REQUIRED INFORMATION PERTAINING TO THE GASH REGISTER SYSTEM POWER WIRING INSTALLATION. EMERGENCY GALL. SYSTEM THAT AGUTATES A VISIBLE AND AUDIBLE ALARM IN A NORMALLY OCCUPIED AREA. AN ALARM FULL SWITCH SHALL BE PROVIDED WITHIN 3 FEET OF THE WATER CLOSET. EMERGENCY INSTRUCTIONS SHALL. BE PROVIDED AT THE OCCUPIED LOCATION. TOILET 114 ill' F.1 iiuxifixi.i A I[ 24 22 A 2C A 38/40/42 PROVIDE AND INSTALL 3OA DISCONNECT FOR 1.5 KW HEAT STRIP HOLDING T CATS: *5-5 CA 6 ' O" CA T5: #13-15 *16 -18 LA LORD OT 5 FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INDSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4' -0 ") MAXIMUM LENGTH, MINIMUM ONE -HALF INCH 4'2'7 FI FCTRIGAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND F1 FGTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. 140 BX, AG, MG OR ROMEX TYPE WIRING GAN SE ALLOWED. FURNISH LIQUID -TIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WITH GAST THREADED CONDUIT HUBS. IT 15 THE EL FGTRIGAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. DEMOLITION: REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC., NOT BEING USED-DO NOT JUST ABANDON. A COPY OF THE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHALS OFFICE. LANDLORD WILL PROVIDE A COMMUNICATION GABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANTS USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EAGH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVIGE SUPPORT FACILITIES AS REQUIRED SY THE SERVICING 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 THE LANDLORD SUPPLIED GABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. STOREFRONT SI&NAGE AND LIGHTING TIME CLOCK SHALL SE SET TO MALL'S OPERATING HOURS. CONDUIT FOR (15) CAT 5 GABLES. ALL CABLES SHALL BE "PLENUM RATED" AND SHALL BE NUMBERED AT BOTH ENDS. PROVIDE ENOUGH RAW WIRE TO TOUGH THE FLOOR IN THE STOCK ROOM AND EXTEND 24" MIN LENGTH AT EA. JUNCTION BOX THROUGHOUT STORE. NOTE: T.G.G. TO ENSURE THE TOP LEFT 36 "x36" OF THE 48 "x48" TELEPHONE BOARD 15 LEFT CLEAR FOR THE MOUNTING OF THE IT EQUIP. BOARD. NOTE: ALL CATS CABLING TO BE SUPPLIED AND INSTALLED BY T.G.G. NOTE. DEDICATED ISOLATED GROUND DUPLEX FOR EQUIP. BOARD SCALE : I/2° = 1'-0" q cn 4 6° 3'-O° 4 :-O° I'-6" I'--6° IT EQUIP. BOARD TELEPHONE BOARD I' -O° FINISHED FLOOR \ \ ELEVATION TELEFHQNE BOAR CATS: *1-4 NEW PANEL 'A' NEW 30 KVA TRANSFORMER LANDLORD PROVIDED DISCONNECT. o htl NOTE : G.G. TO FIELD VERIFY ALL CONDITIONS 4 DIMENSIONS <L'I' l� OTLS: L'J EXTEND POWER/DATA TO BOXES MOUNTED ON THE REAR INSIDE WALL OF THE GASHWRAP IN THE LOCATIONS SHOWN ON THE PLAN. 12 I EXISTING JUNCTION BOX FOR TENANT SIGNAGE, CIRCUIT VIA TIMECLOCK. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 500 -2 OF THE N.E.G. REFER TO ONE -LINE DIAGRAM FOR MORE INFORMATION. 0 6 0 8 1141 16 ROUTE POWER AND DATA CONDUITS UNDER FLOOR FROM UNDER GASHWRAP ACCESS PANEL TO UNDER MIRROR ISLAND PLATFORM; 5TUB UP TO SURFACE MOUNTED J -BOX. SEE DM 2/EI.O. PROVIDE (5) 3/4° COMDUITS. (2) FOR F1 FGTRIG/POWER, (3) DEDICATED CONDUITS FOR VOICE/DATA, RUN CONDUIT FROM ABOVE CEILING AREA DOWN MILLWORK SCREEN WALL TO J BOXES FLUSH MOUNTED TO THE FLOOR UNDER THE GASI-LWRAP ACCESS PANELS INSTANTANEOUS WATER HEATER BELOW SINK. CIRCUIT AS INDICATED. CORD/PLUG SHALL SERVE AS MEANS OF DISCONNECT. J -BOX FOR FAN POWERED BOX CONTROLS. VERIFY EXACT LOCATION IN FIELD DISCONNECT FOR 15 KW HEAT STRIP AT FAN POWERED BOX. 120V DUPLEX OUTLET MOUNTED IN CEILING PER N.E.C.. SUPPORT OUTLET AND BOX FROM STRUCTURE. COORDINATE WITH GRATE AND LIGHTING LOCATIONS. PROVIDE DUPLEX RECEPTACLE ABOVE CEILING FOR RODANN AV -I00 DOOR CHIME. u TELEPHONE BOARD. PAINT TO MATCH ADJACENT WALLS. PROVIDE I.G. POWER RECEPTACLE AT 32° A.F.F. FOR I.T. EQUIPMENT. SEE DTL 4/EI.O. IO PROVIDE (2) 3/4" CONDUITS. (I) FOR FI FGTRIG/POWER, (I) DEDICATED CONDUITS FOR VOICE/DATA, RUN CONDUIT FROM ABOVE CEILING AREA DOWN MILLWORK SCREEN WALL TO J BOXES FLUSH MOUNTED TO THE FLOOR UNDER THE BACKWRAP ACCESS PANELS II EXTEND POWER AND DATA TO BOX MOUNTED ON THE REAR INSIDE WALL OF THE BAGK1 AP. EXTEND POWER AND DATA TO BOXES MOUNTED ON THE LEFT INSIDE WALL OF THE FIT GOAT AREA. MOUNT POWER AND DATA BOX HORIZONTALLY STACKED. 13 PROVIDE SPEAKER JBOX ©12" AFF. W/ WHITE FACEPLATE AND 3/4° CONDUIT TO ABOVE CEILING. VERIFY REQUIREMENTS. PROVIDE J -BOX FOR POWER TO HAND DRYER ®38 A.F.F. SEE TOILET ROOM DETAILS SHEET A5.I. EACH QUAD RECEPTACLE AT MANAGER'S DESK SHALL HAVE A DEDICATED CIRCUIT. CIRCUIT AS INDICATED. REFER TO MANAGERS DESK ELEVATION DETAIL, THIS SHEET FOR MOUNTING HEIGHTS AND ADDITIONAL INFORMATION. NOT USED ON THIS PROJECT. 6 RAL DTLS: I. T.G.G. TO PROVIDE CONDUIT W/ PULL STRING FROM THE LANDLORD OR MALL TELEPHONE ROOM TO NEW TENANT TELEPHONE BOARD WITHIN THE MWTux SPACE. T.G.G. TO VERIFY DISTANCE AND PATH IN THE FIELD, AND COORDINATE WITH MALL AND TENANT COORDINATORS. AT A.H. TELEPHONE BOARD PROVIDE RIGID CONDUIT TO 6" ABOVE CEILING W/ FULL STRING. 2. SEE TIMEGLOGK NOTES ON SHEET E2.0 FOR INTERIOR MALL (I) TIMECLOGK AND EXTERIOR STRIP MALL (2) TIME CLOCKS. 3. ILLUMINATED STOREFRONT SIGN PROVIDED AND INSTALLED BY AN SIGN VENDOR T.G.G. TO COORDINATE WORK. 4. ALL WIRING, INCLUDING LOW VOLTAGE, IN THE CEILING PLENUM SHALL BE IN CONDUIT. VERIFY WITH MALL CRITERIA, LOCAL AND STATE JURISDICTION(S). GD TRACTOR RTES: IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD, OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETER INDICATED OR NOT ON CONTRACT DOCUMENTS.. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH GOULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. PLATFORMTh • (l 3-WAY MIRROR J- BOXES, (I) POWER, (I) TELEPHONE EQ. CI ELF WITH (2) GRQMMET5 COUNTER WI " "TH (3) GROMMETS 00 0,o 010 00 EQ. 0 dp 1r QUADPLEX OUTLET ® 42" A.F.F. TELEPHONE OUTLET AND 120V RECEPTACLE SURFACE MOUNTED @ 15" A.F.F. 00 SPEAKER GROMMET 0 0 QU d,- ' LEX OUTLET m 12'1 A.F.F. i 1 1 r Zi QUADPLEf OUTLET TELEPHO DATA / COMM. ® 15° A.F.F. i7 HANGBAR ROUTE CONDUITS UNDER PLATFORM OUT UNDERNEATH HANGSAR AS FAR FROM FRONT OF FIXTURE AS ALLOWABLE f 00 0: 00 00 00 00 1 1 1 n L h GU LEX © 72' A.F.F. QUADPLEX OUTLET • 42" A.F.F. QUAPPLEX OUTLET 15" A.F.F. DON PENN t.,. ; CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 JOB NO: YY72 DRAWN: sM CHECKED: BH DATE: 12/18/07 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS 0 LANDLORD COMMENTS 2/6/08 W CD LU n 0 X w co Q MAR 2 5 2000 ?EMT CENTER Z-MCTRICAL POWER PAN., NO ES 4 SHEET NUMBER LI6 TIXTJ- .-/ E SG____ SYMBOL DESCRIPTION MOUNTING MANUF. CATALOG LAMP A 2 X 2 FLUORECENT LI6HT FIXNRE- L i 2 X 2 ACRYLIC TROFFER RECESSED LIGHTOLIER XP2GVA26UUNVGA GEF32T85P30U6 SAME A5 A60VE WITH DER6E lCY 10 MIN , p N . BATTERY BACKUP RECESSED LIGHTOLIER XP2GVA261.1UNVGA GEF32T85P301J6 BI e MR -16 RECESSED POWNLIGHT REGESSEP ` LJNO TC44 W/44GWH TRIM PHILIPS MRCI6IRGNFL24 B2 RECESSED ADJUSTABLE MULTI -SPOT REGESSED m 2- LT -MRI6 OR EQUAL J1NO MS162 -1H PHILIPS MRGI6IRGNFL24 B3 RECESSED ADJUSTABLE MULTI -SPOT RECESSED � M5163-141 PHILIPS MRGI6IRGNFL24 CCM 3- LT -�6 0R EQUAL BA e WALL WASHER REGSED DONNLIGHT RECESSED JUNO 661B -11H PHILIPS 12O1^I BR40 BB 0 RECESSED DOWNLIGHT RECESSED JUNo 625B-NH PHILIPS I20113R4o BC O OLIGHT OUTDOOR REGE55ED DWN LI&HTOLIER 1181WH- 110411G/N PHILIPS 151^4 PAR38 OUTDOOR RATED RECESSED E a GE5 r - 1 • 4' 2 LAMP RECESSED UGHTOLIER WMRL -244- 120-56 GE- F40/30Bw5PX30/P5 - TS G2 C=1 RECESSED WALL WASFI£R - 2' 1 LAMP T5 RECESSED LIGHTOLIER WMRL- 124 - 120-56 GE- F40130Bw5PX30/P5 17 O 8" GFL RECESSED DOWNLIGHT DVS- 126/32J42T/ GE- 42T13w5PX30/4/P W/ HANGER BARS RECESSED WHO 820G -V i/ (2) 140-26 P1 • ■ ■ ■■ 2 X 2 FUJORESGENT LIGHT FIXTURE- 2 X 2 PARABOLIC LOWER (AIR SUPPLY $ RETURN) RECESSED LIGHTOLII =R DF'A26I6- L5-26U -12050 GE- F32T8 /SPX30N /6 ••■• •••• DI ..•.►. AS ABOVE WITH EMERGENCY 10 MIN N BATTER?' BACKUP RECESSED LIGHTOLIER DPA2616- LS- 26U -12O50 GE- F32TS /SPX5ON /6 He e El UNDERGABINET FIXTURE SURFACE SIMKAR UWI17- B11-GP3 FI7T85P3OECO I-1 F EXHAUST FAN (PFSTROOM) RECESSED NUTONE 88I4R u 6 ® EXIT SIGN - LED EXIT NU BATTERY BACK -UP SURFACE HARDI PGX -EM -RW 14 20 =a 2 HEADED EMERGENCY LIGHT - BATTERY UNIT SURFACE HARDI EMS J 5 SLIMLITE XL - FLOURESCENT SURFACE FERA E551 K a NEW TO MATCH EXISTING LED EXIT SIGN WITH RED LETTERING AND EMERGENCY HEADS SURFACE ASTRALITE EE0-V- -R41 -EM 120V BATTERY BACK UP K2 EMERGENCY REMOTE HEAD SURFACE SURE -CITE 6T6DWMFIhW 021 -31 OGGUPANGY SENSOR (DOLOR: WHITE) SEE NOTE #5 BELOW SURFACE 1^r WTW5200 -W ® CUSTOMER SURFACE RODANN AV 100 T.G.G. TO COORDINATE 14151G SYSTEM O SPEAKER- VERIFY QUANTITY AND LOGATION(5). RECESSED INSTALLATION W/ MUSIC SYSTEM VENDOR I. ALL LIGHTING FIXTURES PROVIDED AND INSTALLED BY TENANTS GENERAL GONTRAGTOR (UNLESS OTHERWISE NOTED) 2. ALL LIGHTING FIXTURES NOTED WITH 'N /EM' SHALL BE ON UNSHITGHED LEG AHEAD OF LOCAL SWITCH AND CONTAIN 10 MIN BATTERY BACKUP FOR EmEEReastar USE. 3. TENANT'S GENERAL CONTRACTOR TO GONTAGT: VILLA LIGHTING MR DAVE GHRISTIANELL PHONE: (800) 325 -0163 FAX: (314) 53I -8720 NO SUBSTITUTIONS WILL BE ACCEPTED. 4. IT SHALL BE THE RESPONSIBILITY OF THE T.G.G. TO VERIFY VOLTAGE PRIOR TO ORDERING. 5. AUTOMATIC WALL SNITCH BY "THE WATT STOPPER" (I -800- 811 -8585) OR OTHERWISE SPECIFIED LA\ DLORD OT_ 5 IN SALES AREA BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS MUST BE REMOTE OR RECESSED. PAINT EXPOSED SURFACES TO MATCH ADJACENT FINISH. T.G.G. MUST USE LANDLORD'S FIRE ALARM CONTRACTOR FOR FINAL WIRING CONNECTIONS TO MALL FIRE ALARM LOOP AND FOR TESTING OF FA SYSTEM AT TENANTS EXPENSE. PER GOVERNING CODES, FURNISH AND INSTALL SELF - CONTAINED BATTERY PACK EMERGENCY LIGHTING THROUGHOUT THE DEMISED PREMISES INCLUDING TOILET ROOMS AND STORAGE AREAS. TENANT'S LIGHTING AND LIGHTING CONTROLS SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE. STOREFRONT SIGNAGE AND LIGHTING TIME CLOCK SHALL 13E SET TO MALLS OPERATION HOURS. TRACK LIGHTING FIXTURES MUST BE PLACED IN RECESSED TROUGH AT STOREFRONT AND IN FORWARD SELLING AREAS. TENANT'S F1 FCTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE- EIGHT}i INCH (I /8) THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE ONE INCH (I ") WITH ONLY THE TENANTS SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. MINIMUM BUILDING WIRE SIZE SHALL BE #I2 AWG, EXCLUDING CONTROL WIRING PER. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK 15 ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY. ALL CABLING SHALL BE PLENUM RATED. TENANTS SERVED BY LANDLORDS AIR CONDITIONING UNITS HAVE PLENUM RETURNS. INSTALL A GOMPL.ETE TYPE ARIA 1 tN IDENTIFICATION DIRECTORY GARD FOR ALL BRANCH CIRCUITS IN THE ELECTRICAL PANEL DOOR. TI 6 CO\ TROL GOB TAGTOR Dt I L SPDT LIGHT SWITCH VERIFY LOCATION r1 u 0 TO 120V GIRGUIT IN PANEL TO 120V CIRCUIT IN PANEL CIRCUIT A -5 CIRCUIT A -cl CIRCUIT A -II CIRCUIT A -13 IMPORTANT: ALL LIGHT FIXTURES NOT ON TIMEGLOGK OR OCCUPANCY SENSOR SHALL BE CONTROLLED BY LIGHTING GONTAGTOR(S). T&C SHALL PROVIDE ADDITIONAL CONTACTORS AS REQUIRED. OFF ON ?a \59: \/0: \,(9/\ LIGHTING CONTACTOR TYPICAL CONTACTORS: - MULTI -POLE, NORMALLY OPEN - MECHANICALLY HEW - NUMBER SELECT 1 0 TO ACCOMMODATE ACTUAL NUMBER OF CIRCUITS IN EACH GROUP VIA TIMEGLOCK A 3 II NOTE : G.G. TO FIELD VERIFY ALL CONDITIONS 4 DIMENSIONS J OT=S I. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH F1 FCTRONIG BALLAST. 2. PROVIDE BATTERY -BACK UP ON ALL EMERGENCY/EXIT LIGHTING. 3. PROVIDE ALL REQUIRED TRIM, HOUSING, HANGERS, ROUGH -IN KITS, ETC FOR ALL FIXTURES. 4. FI FGTRICAL CONTRACTOR SHALL INCLUDE ALL MATttKIALS IN HI5 BID NEEDED TO HANG LIGHT FIXTURES, INCLUDING BUT NOT LIMITED TO CONDUIT, GABLE, THREADED ROD, CONNECTORS AND UNISTRUT CONNECTORS (VERIFY REQUIREMENTS PER EXISTING CONDITIONS). 5. PROVIDE DIRECTIONAL ARROWS AT EXIT SIGNAGE AS REQUIRED. 6. ALL WIRING INCLUDING LOW VOLTAGE IN THE CEILING PLENUM SHALL BE IN CONDUIT. 1. ALL LIGHT FIXTURES SHALL UL. RATED AND APPROVED. 8. ALL EMERGENCY/NIGHT LIGHTS SHALL BE CIRCUITED TO LOCAL LIGHTING CIRCUITS AHEAD OF ALL LOCAL SWITCHING. cl. SALES FLOOR BA 1 I ttKY BACK -UP KIT REQUIRED. 10. GENERAL CONTRACTOR SHALL INVENTORY THE LIGHTING FIXTURES AND LAMPS UPON RECEIPT FOR SHIPMENT FROM LIGHT VENDOR. ANY INACCURACIES OR DAMAGE TO THE FIXTURES SHALL BE IMMEDIATELY REPORTED. (SEE VENDOR LIST). ANY INACCURACIES OR DAMAGE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. CONTRACTOR SHALL ADJUST LOCATION OF LIGHTING AS REQUIRED TO AVOID ANY CONFLICTS WITH FIRE SPRINKLERS, STRUCTURAL MEMBERS, MECHANICAL EQUIPMENT AND DUCT WORK. 12. THE FI FCTRIGAL CONTRACTOR SHALL MAINTAIN A SYSTEM OF TEMPORARY LIGHT AND POWER IN THE SPACE DURING CONSTRUCTION. 13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL DEMOLITION. SEE DEMOLITION SHEET FOR REQUIRED WORK AND NOTES. 14. THE EL EGTRIGAL CONTRACTOR SHALL BE RESPONSIBLE FOR AIMING PERIMETER SPOT LIGHTS AT 454, TOWARDS WALLS. ALL 011 ICR LIFHTS SHALL POINT STRAIT DOWN. 15. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SUPPORT BRACKET AND HARDWARE FOR SUSPENSION OF LIGHTING FIXTURES, TRACK LIGHTING FIXTURES, AMONG OTHERS. LIGHT FIXTURES REQUIRE SOME ASSEMBLY ON JOBSITE. 16. ELEGTRIGAL CONTRACTOR TO CONTACT TENANTS LIGHT FIXTURE VENDOR FOR LIGHT FIXTURE ORDERS, DELIVERY AND ASSEMBLY REQUIREMENTS. 11. PRIOR TO BID DUE DATE, SEE LIGHTING SUPPORT DETAILS FOR FURTHER INFORMATION. I8. THE ELECTRICAL CONTRACTOR SHALL REFER TO SHEET ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR WALL FIXTURE HEIGHTS. fQ. mE FI EGTRIGAL CONTRACTOR SHALL SE HELD TO HAVE REVIEWED ALL SHEETS OF THESE CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, FIXTURE PLANS, ETC., AND WILL BE RESPONSIBLE FOR PERFORMING ALL WORK INDICATED ON ANY SHEET. THE Fl FCTRIGAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHERS. 20. T.G.G TO COORDINATE SPEAKER INSTALLATION. DOS-- 165 dp <T'i' \RTES : 0 0 6 CIRCUIT SHOW WINDOW LIGHTING VIA TIMECLOCK. REFER TO PANEL SCHEDULES AND ONE -LINE DIAGRAM ON SHEET E2.0 FOR MORE INFORMATION. SWITCH FOR CONTROL OF ALL STORE LIGHTING NOT GONTROI I ET' BY TIMEGLOGK OR OCCUPANCY SENSOR. G.G. TO PROVIDE ALL LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO, CONTACTORS, ENCLOSURES, CONDUCTORS, ETG. VERIFY EXACT LOCATION IN FIELD. COVERPLATE SHALL BE RED. u RODANN AV -I00 (I -8OO- 366 -7235) DOOR CHIME MOTION DETECTOR TO BE INSTALLED IN CEILING AT FRONT ENTRY, VERIFY IN FIELD. RODANN AV-I00 (I -800- 366 -1235) DOOR CHIME ANNUNCIATOR TO BE INSTALLED IN CEILING OR ON WALL AT MANAGER'S DESK, VERIFY IN FIELD. L�J UNDERCABINET LIGHT FIXTURE, PLUG IN TYPE. REFER TO SHEET E1.0 FOR CIRCUITING. T.G.G. SHALL PROVIDE OCCUPANCY SENSOR FOR CONTROL OF TOILET ROOM LIGHTING AND EXHAUST FAN. 00 TRACTOR DT IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARGHITEGT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL GORES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE NTH GOVERNING CODES / REQUIREMENTS HAS BEEN MADE. LAIttK CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW SEEN MADE, WILL NOT BE ALLOWED. DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 DATE: 12/18/07 JOB NO: YY72 DRAWN: sM CHECKED: BH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS �,, , l, Oli' } 4.rf) ti Fi,,,70 LANDLORD COMMENTS 2/6/08 SHEET NUMBER CO M � W 00 00 00 0) RECEIVED MAR 25 2008 PERMIT CENTER C RICAL L I t N Pi-AN, SCD E A Imo I e NBA! PANEL "A" 120/208 VOLT, 3 PHASE, 4 WIRE, SOLID NEUTRAL IOOA M.G.B. 42 POLE GKT. NO. BRKR. SIZE LOAD DESCRIPTION LOAD (VA) PHASE LOAD (VA) LOAD DESCRIPTION BRKR. SIZE GKT. NO. I 20/1 STOREFRONT SIGN (VIA TIMEGLOGK)��I LIGHTING 500 GASH REGISTER 20/I 2 3 20/1 STOREFRONT LIGHTING (VIA TIMEGLOGK) 1q5 B 180 GASHWRAP GENERAL RECEPTACLES 20/1 4 5 20/1 SALES LIGHTING (VIA CONTACTOR) 640 J J G 180 GASHWRAP BACK COUNTER RECEPTACLE 20/1 6 1 20/1 SPARE ( -- A 500 GASH REGISTER 20/1 S q 20/1 SALES LIGHTING (VIA CONTACTOR) ( 400 ) B 360 RECEPTACLE 20/1 10 II 20/1 STOCKROOM LIGHTING (VIA CONTACTOR) \ 260 /\ G 100 VAV CONTROLS 20/1 12 13 20/1 FITTING/DISPLAY LIGHTING (VIA CONTACTOR) 612 A 540 SHOW WINDOW RECEPTACLES AND DOOR CHIME 20/1 14 15 20/1 SPARE -- B 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 16 11 20/1 SPARE -- G 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 IS Iq * 20/1 EXIT/EMERGENCY/NIGHT LIGHTING 421 A 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 20 21 20/1 SPARE -- B 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 22 23 30/I HAND DRYER 2300 G 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 24 25 20/1 VACWM 500 A ISO EMPLOYEE AREA RECEPTACLE 20/1 26 21 30/I WATER HEATER 2400 B -- SPARE 20/1 28 2q 20/1 TELEPHONE BOARD RECEPTACLE ISO G ISO SFI RECEPTACLE 20/1 30 31 SPACE -- A -- SPARE 20/1 32 33 SPACE -- B - '° N '_e 34 35 SPACE -- G 360 MANAGER'S DESK DEDICATED RECEPTACLE 20/1 36 31 SPACE --- A 3000 ELECTRIC HEAT STRIP 30/3 4 38 3q SPACE -- B 3000 40 41 SPACE -- �_ 3000 42 TOTAL LOAD PER PHASE: PHASE A = 1813 VA 23b KVA TOTAL CONNECTED LOAD PHASE B = 1855 VA * = PROVIDE LOCK -ON DEVIGE PHASE G = 1'120 VA 65.1 AMPS 1 FA\ - L R SLR D 217/430V, 3 PH, 4 WIRE EL EGTRIGAL SERVICE CONTRACTOR TO LABEL PER LANDLORD REQUIREMENTS LANDLORD PROVIDED METER FOR TENANTS SERVICE. LANDLORD PROVIDED 100 AMP CIRCUIT BREAKER FOR TENANTS SERVICE. EXISTING LANDLORD DISTRIBUTION SYSTEM. COORDINATE ALL CONNECTIONS AND REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION. LANDLORD PROVIDED (4) #1 THWN GU AND (1) #6 &ROUND IN 2" CONDUIT. LANDLORD TENANT LANDLORD PROVIDED (4) #1 THWN GU AND (I) #6 GROUND IN 2" CONDUIT. LANDLORD PROVIDED 100 AMP DISCONNECT FUSED AT 40A. PROVIDE AND INSTALL (3) #g THWN GU IN 3/4" CONDUIT. PROVIDE AND INSTALL NEW 30 KVA FLOOR MOUNTED TRANSFORMER, 4S0V PRI., 120/208V SEC.. PROVIDE AND INSTALL NEV (3) #10 THWN GU, (1) #10 GRD IN I/2" CONDUIT. TG NOTE: TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTERS. A 24 HOUR. 1 DAY TIMEGLOGK 15 REQUIRED TO CONTROL THE STOREFRONT ENTRY AND SHOW WINDOW. THE TIME CLOCK SHALL BE CALENDAR TYPE TIME SWITCH \-LIGHTING GONTAGTOR(S) REFER TO SHEET EI.I FOR ADDITIONAL CLARIFICATION. PROVIDE ADDITIONAL CONTACTORS AS REQUIRED FOR CONTROL OF LI &HT FIXTURES. 6ONTAGTORS FOR TIMER CONTROLLED LIGHTING SHALL BE ASCO BULLETIN, 920 SERIES, ENGLOSED, ELECTRICALLY OPERATED, MECHANICALLY HELD PROVIDE AND INSTALL (4) 4tI THWN GU AND (I) #6 &ROUND IN I -I/2' CONDUIT. FLOOR ELECTRICAL LOAD SUM of ARY co \ITRACTOR OTTS: IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ELECTRICAL SERVICE GHARAGTERISTIGS OF THIS PROJECT AND NOTIFY THE ARCHITECT, LANDLORD, OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETER INDICATED OR NOT ON CONTRACT DOCUMENTS.. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. DO5 /53 dp ! :.?I " "Slip 4 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 4 r, DATE: 12/18/07 JOB NO: YY72 DRAWN: SM CHECKED: BH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 Q CO � � N Q �I CO Ct U U � ~ Q D � J M I— LO REVISIONS LANDLORD COMMENTS 2/6/08 RECEIVED MAR 2 5 2008 PERMIT C:ENTEI' as ELMCTRICA S FN I- SCH 1 � &, IAIL& 4 NOSES SHEET NUMBER ttf? LOAD TYPE GONGTED 1 Klii FACTOR DEMAND KW VOLTAGE PH -vrvv-.rv-v-- tiry Iry LIGHTING 3.1 125 3.q 120 1 RECEPTACLES .8 : 120 1 WATER HEATER 1 208 1 WAG q•O �• LARGLST LOAD 20S 3 SIGN _ 120 1 MISCELLANEOUS 2.4 1.00 , • 20 1 TOTALS: 23 21.0 K161-7- 325 AMPS @ 2T1/450 SERVICE FA\ - L R SLR D 217/430V, 3 PH, 4 WIRE EL EGTRIGAL SERVICE CONTRACTOR TO LABEL PER LANDLORD REQUIREMENTS LANDLORD PROVIDED METER FOR TENANTS SERVICE. LANDLORD PROVIDED 100 AMP CIRCUIT BREAKER FOR TENANTS SERVICE. EXISTING LANDLORD DISTRIBUTION SYSTEM. COORDINATE ALL CONNECTIONS AND REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION. LANDLORD PROVIDED (4) #1 THWN GU AND (1) #6 &ROUND IN 2" CONDUIT. LANDLORD TENANT LANDLORD PROVIDED (4) #1 THWN GU AND (I) #6 GROUND IN 2" CONDUIT. LANDLORD PROVIDED 100 AMP DISCONNECT FUSED AT 40A. PROVIDE AND INSTALL (3) #g THWN GU IN 3/4" CONDUIT. PROVIDE AND INSTALL NEW 30 KVA FLOOR MOUNTED TRANSFORMER, 4S0V PRI., 120/208V SEC.. PROVIDE AND INSTALL NEV (3) #10 THWN GU, (1) #10 GRD IN I/2" CONDUIT. TG NOTE: TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTERS. A 24 HOUR. 1 DAY TIMEGLOGK 15 REQUIRED TO CONTROL THE STOREFRONT ENTRY AND SHOW WINDOW. THE TIME CLOCK SHALL BE CALENDAR TYPE TIME SWITCH \-LIGHTING GONTAGTOR(S) REFER TO SHEET EI.I FOR ADDITIONAL CLARIFICATION. PROVIDE ADDITIONAL CONTACTORS AS REQUIRED FOR CONTROL OF LI &HT FIXTURES. 6ONTAGTORS FOR TIMER CONTROLLED LIGHTING SHALL BE ASCO BULLETIN, 920 SERIES, ENGLOSED, ELECTRICALLY OPERATED, MECHANICALLY HELD PROVIDE AND INSTALL (4) 4tI THWN GU AND (I) #6 &ROUND IN I -I/2' CONDUIT. FLOOR ELECTRICAL LOAD SUM of ARY co \ITRACTOR OTTS: IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ELECTRICAL SERVICE GHARAGTERISTIGS OF THIS PROJECT AND NOTIFY THE ARCHITECT, LANDLORD, OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETER INDICATED OR NOT ON CONTRACT DOCUMENTS.. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. DO5 /53 dp ! :.?I " "Slip 4 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 4 r, DATE: 12/18/07 JOB NO: YY72 DRAWN: SM CHECKED: BH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 Q CO � � N Q �I CO Ct U U � ~ Q D � J M I— LO REVISIONS LANDLORD COMMENTS 2/6/08 RECEIVED MAR 2 5 2008 PERMIT C:ENTEI' as ELMCTRICA S FN I- SCH 1 � &, IAIL& 4 NOSES SHEET NUMBER PLUMBING SYMBOLS AND ABBREVIATIONS LEGEND PLUMBING FIXTURE SCHEDULE TYPE ITEM DESCRIPTION IWH INSTANTANEOUS WATER HEATER HOT AQUA: .3 GPM FLOW, RATED AT 2400 WATTS, OPERATING AT 12OV /I,/2O AMPS. PROVIDE UNIT COMPLETE WITH BUILT -IN 6' LONG POWER CORD AND INTEGRAL FLOW CONTROL. (ONLY USED WHEN NO MOP SINK IS REQ'17.) WG � I UNION TOTO G5TT44SL - DRAKE CLOSE GOUPIJ=D TOILET, ADA, lb GPF G-MAX TECHNOLOGY W/ 3" FLUSH 4 2 -I/8" TRAP SCI34 - ELONGATED, OPEN FRONT SEAT W/ LID IAIA t.t. CLOSET LAV LAVATORY TOTO - MODEL LT307.4 - WALL HUNG VITREOUS CHINA LAVATORY, 21" x 18° WITH ANTI - SPLASH RIM WITH HIGH BACK, WALL HANGER, CONGEALED FRONT OVERFLOW AND FAUCET HOLES ON 4" GEN I IRS. MEETS ANSI STANDARDS Al12.192M AND AI77.1 AND A.D.A. REQUIREMENTS. FAUCET ASSEMBLY - MOEN - MODEL 8810 - ONE PIECE BODY WITH CHROME PLATED FINISH, QUARTE=R -TURN WRIST BLADE HANDLES, 2.0 GPM MAX. AERATOR, COPPER WATERWAYS AND CHROME PLATED GRID DRAIN. CARRIER SHALL BE J.R. SMITH MODEL 0100-131 CONGEALED ARM SUPPORT FOR HIGH BACK LAVATORIES. M SHUT OFF VALVE TP TRAP PRIMER VALVE PRECISION PLUMBING PRODUCTS INC. - MODEL FR-500 - "PRIME- RITE" AUTOMATIC FLOOR DRAIN TRAP PRIMER VALVE WITH I /2" INLET AND OUTLET, DISTRIBUTION UNIT DU-2, "O" RING SEALS AND OF BRASS CONSTRUCTION. NOTES: PROVIDE NICKELBRASS OR CHROME PLATED ESGHUTGHEONS ON ALL EXPOSED PIPING WHEN PASSING THROUGH WALLS ALL FIXTURES SHALL BE FURNISHED, INSTALLED, 4 CONNECTIONS BY T.G.G. PLUMBING SYMBOLS AND ABBREVIATIONS LEGEND GOLD WATER PIPING HOT WATER PIPING SOIL/SEINER/WASTE PIPING - -- -- VENT PIPING � I UNION ' STRAINER 0 s t5 Sn � 0 zv ic `' W � � u L 4K ( 1 -9 o wlhzi c2 p X zfl0. 1 za.c FLOOR PENETRATION ® BACKFLOW PREVENTER 0 PIPE RISER C— PIPE DROP M SHUT OFF VALVE N CHECK VALVE POINT OF CONNECTION/ELEVATION/INVERT E KEYED NOTES ON DRAWING /x\ DRAWING REVISIONS NOTE: THIS LEGEND IS FOR REFERENCE ONLY. NOT ALL SYMBOLS AND ABBREVIATIONS WILL BE USED. NOT ALL SYMBOL` AND ABBREVIATIONS USED ARE INCLUDED IN LEGEND. IF QUESTIONS ARISE DUE TO THE USE OF ANY SYMBOL OR ABBREVIATION THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER IMMEDIATELY FOR DEFINITION(S) AND /OR CLARIFIGATION(S). PLUMBING GENERAL NOTES I. AU_ PLUMBING ILLATIONS SHALL COMPLY WITH STATE AND LOCAL 2. PLUMBING TOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND !DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL_ THREADED GLEANOUT PLUGS WITH PIPE POPE TO AU-OW EASY REMOVAL IN THE FUTURE. 4. IT WILL_ BE THE 'ONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE URNIGI IED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL I9JRNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, ANo ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR LOCATION AND SI7F5 OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTTE'D OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SINE/NT TYPE, 30 -60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 1. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKEP WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. S. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE Fl FCTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND GONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH 4 VERIFIED BY THE ELECTRICAL CONTRACTOR IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL COPE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED N MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. q. CONTRACTOR SHALL ADHERE TO ALL LANDLORD DESIGN CRITE=RIA. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE POI APPROVED. II. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE GAST IRON AS ALLOWED BY LOCAL GORES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE GALVANIZED OR CAST IRON. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL FLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING 50 THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR 16. CONTRACTOR SHALL TEST SOIL, WASTE d VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF T11= E TESTS. 1 CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH I" RIGID URETHANE FOAM INSULATION AND I" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER 4 RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB WITH I/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE MWTux PROJECT MANAGER_ IQ. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR RUBS SHALL EXTEND A MINIMUM I° ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS/ BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE 15 DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE TYPE °L" COPPER PLUMBING KEYED NOTES (APPLICABLE TO THIS SHEET ONLY) 0 0 0 a EXTEND 4" SANITARY TO CONNECT TO EXISTING 4" SANITARY SEWER_ FIELD VERIFY THE EXACT LOCATION, FLOW DIRECTION AND INVERT ELEVATION OF CONNECTION POINT PRIOR TO ROUGH -IN OF NEW SAN. SEWER PIPING. CONNECT TO EXISTING 3/4" COLD WATER LINE WITH SHUTOFF VALVE. FIELD VERIFY THE EXACT LOCATION, SIZE AND ELEVATION OF CONNECTION POINT PRIOR TO ROUGH -IN OF NEW WATER PIPING. CONNECT TO EXISTING 2" VENT PIPING. FIELD VERIFY THE EXACT LOCATION, SIZE AND ELEVATION OF CONNECTION POINT PRIOR TO ROUGH--IN OF NEW VENT PIPING. ROUTE I /2" TYPE "K° COPPER TUBING WITH NO JOINTS BELOW FLOOR FROM TRAP PRIMER VALVE TO FLOOR DRAIN TRAP PRIMER CONNECTION_ SLOPE PIPING AT I% MIN. IN DIRECTION OF FLOW. PROVIDE TRAP PRIMER VALVE ACCESS DOOR IN WALL. MOUNT INSTANTANEOUS WATER HEATER ON WALL UNDER LAVATORY PER MANUFACTURER'S RECOMMENDATIONS. EXTEND I/2" H. 4 G.W. PIPING EXPOSED UNDER LAVATORY TO DECK MOUNTED FAUCET. NOT USED ON THIS PROJECT. ROUTE PIPING ABOVE TOILET ROOM CEILING AS HIGH AS POSSIBLE WITH ALLOWANCE FOR SLOPE AS REQUIRED. PROVIDE UNDER -LAV PROTECTIVE PIPE COVERS EQUAL TO TR1.03R0 LAV GUARD. NOT USED ON THIS PROJECT. 3 FE) 0 LAV 22 1 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 PHOTOGRAPHIC 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. LANDLORD NOTES TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE WITHIN THEIR SPADE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER SERVICE PIPING. 2 ' i - r } iN INC TO I LET ROOM 11061 2" 1 r ' LAV 0 3" FD W/TRAP FRI MER LAST= �L_A ,,> -)1'1 RISER DIA SRAM NOTE: PLUMBING CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION OF EXISTING SANITARY SEINER IN THE FIELD FD TO I LET ROOM ry RIS UNION PROVIDE 12" CHAMBER (TYP) 3/8" SUPPLY WITH STOP (TYP) A ATLR PLAN PROVIDE BALL VALVE. TO TRAP PRIMER CONNECTION AT FD ER DIAS AM NOTE: PLJJMBING CONTRACTOR SHALL VERIFY EXACT 517E AND LOCATION OF EXISTING WATT SUPPLY IN THE FIELD dp Ob - l53 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817 -251 -8411 DATE: 12/18/07 JOB NO: YY72 DRAWN: SM CHECKED: BH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS LANDLORD COMMENTS 2/6/08 MAR 2 5 ZOUb PERMIT GEN I L PLL.'51N5 PLANS NOT 11 D V4 f 1 e 4 l" _ SHEET NUMBER 633 SOUTHCENTER SOUTHCENTER PARKWAY FIRE PROTECT I ON SYMBOLS LEGEND 5 CONGEALED SPRINKLER HEAP W/ WHITE LOW PROFILE COVER NOTE: ONLY CONGEALED SPRINKLER HEADS TO BE USED THROUGHOUT THE STORE. SCALE : 1/4" = 1' -0" O (V FOR REFERENCE ONLY FIRE SPRINKLER DESIGN 1. FIRE SPRINKI FR SYSTEM DESIGN PER N.F.PA. 13. 2. 3. THE G.G. 15 RESPONSIBLE TO VERIFY THAT THE FIRE SPRINKL>R CONTRACTOR HAS RECEIVED AND 15 ADHERING TO THE DESIGN PARAMETERS AS SET FORTH BY LOCAL CODE. 4. 5 b. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE SPRINKLER DESIGN, HOWR EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A LESS OR GREATER DENSITY. AT THE TIME OF BIDDING THE G.G. SHALL PROVIDE THE DESIGN DENSITIES IN THEIR BID. FIRE SPRINKLER TEST AND DRAIN TO BE LOCATED AT REAR OF BUILDING. SPRINKLER HEADS SHOULD ALIGN WITH THE LIGHTING A5 SHOWN WHENEVER POSSIBLE. EXPOSED TEE GRID FPI.0 i SCALE : I /2" = I '--0" CENTER RECESSED LIGHT FIXTURE AND /OR SPRINKLER HEAD AS SHOWN, TYPICAL 2' -0" 2' -O" 1=Q I EQ FROTEGTIDN FLAN ENLAROED GE I L I NS TILE (ri'F.) SPRINKLER ALARM REGU I REMENTS ALL SHUTOFF VALVES WILL REQUIRE THE U5E OF TAMPER DETECTION DEVICES TO BE SUPPLIED AND INSTALLED BY THE SPRINKLER GONTRAGTOR. TAMPER DEVIGES ARE TO BE MANUFACTURED BY POTTER ELECTRIC SIGNAL COMPANY_ VALVES TO BE LOCATED OVER ACCESSIBLE CEILING WHENEVER POSSIBLE. A. OUTSIDE SCREW AND YOKE SUPERVISORY SWITCH OSYSU -A B. POST INDICATOR VALVE SUPERVISORY SWITCH PIVS -S G. PLUG TYPE SUPERVISORY SWITCH PT5-B (FOR USE IN PIT VALVE SUBJECT TO FLOODING ONLY) A SINGLE FIRE DEPARTMENT SIAMESE CONNECTION SHALL BE PROVIDED TO SERVE ALL SPRINKLERS UNLESS LOCAL GODES REQUIRE MORE THAN ONE. FIRE DEPARTMENT ALARM SIGNAL IF REQUIRED BY GODES MUST BE PROVIDED BY LANLDORD /G.G.. PROVIDE ONE (I) VANE TYPE NATERFLON SWITCH WITH RETARD, SERIES V5R -D MANUFACTURED BY POTTER ELECTRIC SIGNAL CO., OR LESSEE APPROVED EQUAL, IN SIZES AS REQUIRED FOR THE RISER USED. THIS IS FOR USE WITH WET SPRINKLER SYSTEMS. THIS DEVICE SHALL BE INSTALLED FOR THE EXPRESS USE WITH LANDLORD ALARM SYSTEM. D o/ 6 3 dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 DATE: 12/18/07 JOB NO: YY72 DRAWN: SM CHECKED: EH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS ILL LANDLORD COMMENTS 2/6/08 MAR 2 5 2Oub PERMIT GEN I r - IRE PROTMCTION MLOOR PLAN TAf S 4 NO SHEET NUMBER U 1 ; h .T.?_ I /1"/- T I. ` f r , 5 NQLDINC�/57QRACtiE I dal I 1 q 5 _ TOILET \ IZDOM 1 I , 106 S 5 54E5 I TTING/D15KLA( 101 � I:: 1�. I Cf I }', t.' . 1 w .- - ��x- _. -i._� ..Ii. I 7 I 1; -.. f _F i �. .., r f ;...1. - i l 1 . 102 ( r I i \ o ' \ I .. T 1-1.1 uli aim I � 1 1 I � , _- 11I \ •5 - F --- I L._ I c� 1 - L_ c p, . - i 5 l , — ........- .__._...._. m..........__ - GR/5EWW5 DESK I h� 1. 11 �- 104 _ - - -_ ,� X55 ;' ! i r T .._ T -. - -. -- _._ _ . - - - -- - - - -- 0 5 - 66�AC� - - - - -�� -�� - — G.Z.. l u rhu111rY I P B QQ S r_- -- ADJUST EXISTING SPRINKLER HEADS AS REQUIRED FOR NEW LAYOUT 8 CEILING HEIGHTS - TYPICAL SCALE : 1/4" = 1' -0" O (V FOR REFERENCE ONLY FIRE SPRINKLER DESIGN 1. FIRE SPRINKI FR SYSTEM DESIGN PER N.F.PA. 13. 2. 3. THE G.G. 15 RESPONSIBLE TO VERIFY THAT THE FIRE SPRINKL>R CONTRACTOR HAS RECEIVED AND 15 ADHERING TO THE DESIGN PARAMETERS AS SET FORTH BY LOCAL CODE. 4. 5 b. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE SPRINKLER DESIGN, HOWR EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A LESS OR GREATER DENSITY. AT THE TIME OF BIDDING THE G.G. SHALL PROVIDE THE DESIGN DENSITIES IN THEIR BID. FIRE SPRINKLER TEST AND DRAIN TO BE LOCATED AT REAR OF BUILDING. SPRINKLER HEADS SHOULD ALIGN WITH THE LIGHTING A5 SHOWN WHENEVER POSSIBLE. EXPOSED TEE GRID FPI.0 i SCALE : I /2" = I '--0" CENTER RECESSED LIGHT FIXTURE AND /OR SPRINKLER HEAD AS SHOWN, TYPICAL 2' -0" 2' -O" 1=Q I EQ FROTEGTIDN FLAN ENLAROED GE I L I NS TILE (ri'F.) SPRINKLER ALARM REGU I REMENTS ALL SHUTOFF VALVES WILL REQUIRE THE U5E OF TAMPER DETECTION DEVICES TO BE SUPPLIED AND INSTALLED BY THE SPRINKLER GONTRAGTOR. TAMPER DEVIGES ARE TO BE MANUFACTURED BY POTTER ELECTRIC SIGNAL COMPANY_ VALVES TO BE LOCATED OVER ACCESSIBLE CEILING WHENEVER POSSIBLE. A. OUTSIDE SCREW AND YOKE SUPERVISORY SWITCH OSYSU -A B. POST INDICATOR VALVE SUPERVISORY SWITCH PIVS -S G. PLUG TYPE SUPERVISORY SWITCH PT5-B (FOR USE IN PIT VALVE SUBJECT TO FLOODING ONLY) A SINGLE FIRE DEPARTMENT SIAMESE CONNECTION SHALL BE PROVIDED TO SERVE ALL SPRINKLERS UNLESS LOCAL GODES REQUIRE MORE THAN ONE. FIRE DEPARTMENT ALARM SIGNAL IF REQUIRED BY GODES MUST BE PROVIDED BY LANLDORD /G.G.. PROVIDE ONE (I) VANE TYPE NATERFLON SWITCH WITH RETARD, SERIES V5R -D MANUFACTURED BY POTTER ELECTRIC SIGNAL CO., OR LESSEE APPROVED EQUAL, IN SIZES AS REQUIRED FOR THE RISER USED. THIS IS FOR USE WITH WET SPRINKLER SYSTEMS. THIS DEVICE SHALL BE INSTALLED FOR THE EXPRESS USE WITH LANDLORD ALARM SYSTEM. D o/ 6 3 dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 DATE: 12/18/07 JOB NO: YY72 DRAWN: SM CHECKED: EH 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS ILL LANDLORD COMMENTS 2/6/08 MAR 2 5 2Oub PERMIT GEN I r - IRE PROTMCTION MLOOR PLAN TAf S 4 NO SHEET NUMBER