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Permit D07-472 - WESTFIELD SOUTHCENTER MALL - FINISH LINE - BUILD OUT
FINISH LINE 1017 SOUTHCENTER MALL D07 -472 Design Occupant Load: 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -472 Occupant /Tenant: FINISH LINE Building Address: 1017 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 72 BUILDING 0 CIAL DA ‘a, ze,m THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityf Tukwila Parcel No.: 6364200010 Address: 1017 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: FINISH LINE Address: 1017 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: DEB SUBOTNIK Address: 11006 NE 41 DR , KIRKLAND WA 98033 Phone: 800 - 407 -7990 X581 doc: IBC -10/06 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 Contractor: Name: ALLEGHENY DESIGN MANAGEMENT Address: 1154 PARKS INDUSTRIAL DR , VANDERGRIFI' PA 15690 Phone: 724 -845 -7336 Contractor License No ALLEGDM0300H * *continued on next page ** Permit Number: D07 -472 Issue Date: 03/28/2008 Permit Expires On: 09/24/2008 Expiration Date: 01/10/2010 DESCRIPTION OF WORK: TENANT BUILD OUT TO INCLUDE MILLWORK, PAINT, FLOORING, TOILET ROOM, POWER & LIGHTING SYSTEMS AND EQUIPMENT, FAN POWERED VAV TERMINAL UNITS, DUCTWORK AND TOILET ROOM EXHAUST FAN Value of Construction: $345,887.26 Fees Collected: $4,854.21 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 007 -472 Printed: 03 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 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.tulwila.wa.us Permit Number: D07 -472 Issue Date: 03/28/2008 Permit Expires On: 09/24/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pe 't. Signature: � ■r cz`T--. Date: 3 r v Print Name: 4h ev-- / - DO -. c- Date: �'"�9 - 0 8 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. doc: IBC -10/06 D07 -472 Printed: 03 -28 -2008 Parcel No.: 6364200010 Address: 1017 SOUTHCENTER MALL TUKW Suite No: Tenant: FINISH LINE 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: D07 - 472 Status: ISSUED Applied Date: 12/20/2007 Issue Date: 03/28/2008 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: 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. 7: 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. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: 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. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 007 -472 Printed: 03 -28 -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 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction doc: Cond -10/06 D07 -472 Printed: 03 -28 -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 cannot be readily changed. (IFC 1011.5.1) 27: 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) 28: 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) 29: 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) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: 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 sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: 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. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 007 -472 Printed: 03 -28 -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 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -472 Printed: 03 -28 -2008 Print Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ` - Date: 3/ ` Sr- 4 J d & doc: Cond -10/06 D07 -472 Printed: 03 -28 -2008 1✓ CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Tenant Name: WA', -S \i ,LQ Property Owners Name: (x:5 5 Elm Mailing Address: l k : Assessor's Tax No.: / _ _ ! Suite Number: 1L\g 5 Floor: New Tenant: LM Yes Building Permit No. - t0C7 H 1 Z Mechanical Permit No. 1 — 2- Plumbing/Gas Permit No. 1 G 0 `1- 3 Li 9 Public Works Permit No. Project No. (For office use only) C loc,ie Lo, A • • ''4. QooZ3s State Zip City ❑ ..No CONTACT PERSON - who do we contact when your permit is ready to be issued Name: °- c L y y Day Telephone: O 7- 6 y Mailing Address: 11 ( n� 41 4- -iil�t. `a l (,OA R$ °3 1 City State Zip E-Mail Address: , -k. L ( 20 "bt.,/t 411.44- cir,)3441. .0 Fax Number: E36:460 - 39 n GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: I_, Mailing Address: State Zip City Contact Person: Day Telephone- E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:TJ Marl tel Mailing Address: 3801 6 • actf, } c, at — re Acks Contact Person: ' .">0 IVO k`A-+'lnr E-Mail Address: Q:Upplicationswonns- Applicetions On Line\3 -2006 - Permit Applicatioadoc Revised: 9 -2006 bh tAtoc A A City Company Name: "- Pen n Mailing Address: 6,35 ( S ale- � � I Qp J >z rte, City Contact Person r-d �� n E-Mail Address: — TX ge;304 State Zip Day Telephone:,5 V - Q (Z - Fax Number: 5 —q ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 1 25. Zip Day Telephone: 8 (-- <A10 o Fax Number. 8 17 a� Page 1 of 6 BUILDING PERMIT INFOR — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 9e-r) 1P — ° fir ° Existing Building Valuation: $ °- Scope of Work (please provide detailed information): 1 ev .c rl. b.-LA ‘4 I rV' At,cst2_ up wAr P. 1 r ,. (4 -- • ti � rAt ec t ))(?) , • GAekr .a of r l.J Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq It): 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 If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will re be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:lAppliatiamW « ms- Applications On Line3-2006 - Permit Appliatioadoc Raised: 9-2006 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 3c13q- <39 13"-q-- 13"-q-- , , `- '6 t 1`'l — 2nd Floor 3` Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOR — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 9e-r) 1P — ° fir ° Existing Building Valuation: $ °- Scope of Work (please provide detailed information): 1 ev .c rl. b.-LA ‘4 I rV' At,cst2_ up wAr P. 1 r ,. (4 -- • ti � rAt ec t ))(?) , • GAekr .a of r l.J Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq It): 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 If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will re be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:lAppliatiamW « ms- Applications On Line3-2006 - Permit Appliatioadoc Raised: 9-2006 bb Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided -iver District DI ..Tukwila ❑ ...Sewer Use Certificate ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. If ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑...ValVue ❑ ...Sewer Availability Provided Proposed Activities (mark boxes that applvl: 0 ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements CI—Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q:1ApplicationsWorms- Applications On LineU -2006 - Permit Application doe Revised: 9-2006 bit Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle 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 applv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City City State Zip Water Meter RefimdBilling: Name: Day Telephone: Mailing Address: State Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0-3 HP /100,000 BTU Qty Furnace<IOOK BTU Air Handling Unit >10,000 CFM Fire Damper Fumace> 100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ' Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System t 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/1nd MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: — 11 2 ifl Mailing Address: City State Zip Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: i 1 T) Valuation of Mechanical work (contractor's bid price): $ Scope o Work (please provide detailed information): I ✓L9t_ Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ®` Replacement .... ❑ . ! • —41 • I «4 . _ ot-r) NW( • INAr? i_ Ate A. Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: ApplicationsWorms- Applications On Iine\3 -2006 -Permit Appliation.doc Revised: 9 -2006 en Page 4 of 6 Future Type: Qty Fixture Type: Q ty Fixt Type: Qty Fixture Typ Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) I Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks I Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory I Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 I 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 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: 50 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): $ t \ r Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): qa .P.rlr e4. ► (lam 1 VI I l '�r`2 t t c 512 t -6'16 vi_o-pm I cko air ; vi Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: ApplicationsWoms- Appficabons On Line\3 -2006 - Pemsa Application doe Revised: 9-2006 bb Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 ' AUTHORIZED AGENT: Signature: -fi e l� Mailing Address: 1\ (y-,1O n e_ - • Print Name: Date Application Expires: le Date Application Accepted: 14 )-0— D 7 Q: Applications Worms-Applications On Line\3 -2006 - Permit Appliationdoc Revised: 9-2006 bh Day Telephone: �b n/ 4 - 9O X5 tl .mod l Wrl c19,053 zip C ity state Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D07 -472 Address: 1017 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/20/2007 Applicant: FINISH LINE Issue Date: Receipt No.: R08 -00950 Initials: WER Payment Date: 03/28/2008 10:57 AM User ID: 1655 Balance: $0.00 Payee: BEST BUILT CONSTRUCTION doc: Receiot -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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2600 2,943.72 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 2,939.22 4.50 Total: $2,943.72 Payment Amount: $2,943.72 0527 03/28 9711 T 1 3440.90 Printed: 03 -28 -2008 Receipt No.: R07 -02817 Payee: DEB SUBOTNICK TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:• / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D07 -472 Address: 1017 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/20/2007 Applicant: FINISH LINE Issue Date: Initials: WER Payment Date: 12/20/2007 09:20 AM User ID: 1655 Balance: $2,943.72 Amount Payment Check 1660 1,910.49 Account Code Current Pmts 000/345.830 1,910.49 Total: $1,910.49 Payment Amount: $1,910.49 6311 12/20 9710 TOTAL 2250.29 doc: Receiot -06 Printed: 12 -20 -2007 Project: , h S1j Z.i r1 P Type of Inspection: / > .i 4a. l Address j � ��� Date Called: Special Instructions: Date Wanted: ! a.m. 7 / /c /4 p.m. Requester: Phone No: 7, Rieg '/y3/ /(o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A.0 'Inspector: 4, El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit Do7 -V7Z PERMIT NO. IOL (206)431 -3670 (Date: 7/r/06,, Project:. Pi/VI 5 il UA Type of Inspection: 1 Address / 7 in4 / Date Called: Special Instructions: Date Wanted: a.m. Requester: P ho W c°2 VY3 /S DO Z INSPECTION RECORD. . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1E 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: vin_ Ok -Jo cf.-AckAl-aTgi 'Inspector: // /: . 4 ., L I 0 El $60. I NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: k,r Project: <V■VS ` � - s .-- \\NZ Type of Insp ction: Address: ^ \C\\ o \\ Date Called: Special Instructions: Date Wanted: . 0% a.m. p.m. Requester: Phone No: INSPECTION RECORD 00 . 1 _, A Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t. "" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. COMMENTS: . Approved per applicable codes. Corrections required prior to approval. J Inspector: � I Date;_ i ri $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: Proje�c- r //' hS & L �t/� Type of Ins ection: �6 Address: /d/7 / Date Called: Special Instructions: Date Wanted: --/e3 -2' C.m% p.m. Requester: Phone No: - 72 4 7 — ° 2 - - w33i /3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit /)1717Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: e2-/h 0a6 IJ4-7 /'6ew ,1 ‘ yl t/ C _/1 G o rr pit` l) 'Inspector: Date: ! ig/ $6 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. Projec P/4/45 h z,:v Type of Inspection: _sZ%s /f /Va� 64 Address: /D/7 / , 9// Date Called: Special Instructions: Date Wanted: 5 p _ op m- 11'' p.m. Requester: Phone No: X92 - 667 -4''3/ /g INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EA Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ot Inspect --,-�- Date: ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: F s1 L,h, Type of Inspection: Do7- 4 17a Address: 1 W? s,,,,fi, „Id rL A t i Date Called: Special Instructions: Date Wanted: 5 --Z - A p.m. Requester: Phone No 7 Li-OA - q 31 11 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 D Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: P,4 I= X f W ilt.'. X Inspector: 1 Date:..... 2 G El $58.00 RE NI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: v Projeestt F. ti l' S li L ,'n G Type of Inspection: C l a- Address: 1 10 17 5. , €. 4i r / /� i,11 Date Called: Special Instructions: Date Wanted: 'j ( - 9 ( a.3]... p.m. Requester: - C lt , ' (r — Phone No: I t /707 — q7o. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.\ tZ 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: 51-4 Lt k r e-orr. -Ac- %' I ( (Inspector: Date: S ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: (Date: Project: ,h;5 L. :bit Type of Inspection: i 6t/i3 Address: I 04 5,,,A ev., +,, Hsi/ Date Called: Special Instructions: Date Wanted: S 1, a.m. p.m. Requester: / l- f 4 t f Phone No: / 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit pp? -q 7g PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ED Approved per applicable codes. Corrections required prior to approval. COMMENTS: e Inspecto 9 ' Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: p., Project: (' hrSt L,'vre Type of Inspection: l P --G 57 o/O L- •orl/C Address: 1 0/7 So„ "4e� /'fr I Date Called: Special Instructions: Date Wanted: 5 /- b r- p.m. Requester: (. /w,r Phone No: ?2y W C-ty3/ t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: clC ,° 1 &e ( i - f k vV ft, / lc_ 'Inspector $58.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ; p 07-41 Date: 5 -s, Pro I st-1 L.A 46 Type of Inspecti n: I'al . 0 Address: Date Called: 1 Instructions: 5 o ^ q 021 5. Date Wane Liqi Special Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: /jZ O t'; (.e- em phi -__/ G /c° < , evi , f Ofrido r at-sr-60w "/ e ,rr.4N r S7 ofe- r-rea4 T aNti GI 1 INSPECTION RECORD Retain a copy ith OQi Re py ermit l p INSPECTION NO. ` PERMIT NO. CITY OF TUKWILA BUILDING DIVISION O- 6300 Southcente Blvd.. #100, Tukwila, WA 98188 (206)431 -3670 'Inspector: Date: El $58 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro ct: t1 Type of Inspection: ( ,orie '. Address: 10/7 , v4..Ile�, ,, - tz I`fti I I Date Called: Special Instructions: _ Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector: 'Receipt No.: INSPECTION RECORD Retain a copy with permit COMMENTS: / 51v Al 14,42 1� Ci / `'#i // Refe.Si f A .evitr y JZe5o /t/e C._ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: kD PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Date: COMMENTS: ,A . Type of Inspection: r a 4 An ti\JG tiatah ads i II 0 Fr/et_ 2 elf. '45 )efoo., ff .-/- e e .- A till ct,re. Fr 2/11 641 Phone No: :501 - S 0 - OZ 7S c(0‘ 7 t 1 Project: , Fl \.) I S IA Li t‘i Type of Inspection: r a 4 An ti\JG Address: 1 017 So‘t4 A e f A.de f evil Date Called: i ( Special Instructions: Date Wanted: a.m. Requester: Phone No: :501 - S 0 - OZ 7S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. Inspector: J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: DO Corrections required prior to approval. I Date:q ._02cf 0 fc Project: F ! NIIS4-1 !-I Nc_ Type of Inspection: . c'').(sPAN) eeiLtt Date Called: Address: ©1"] oftAt Special Instructions: Date Wanted: - -- !0e Vi m. ter' Requester: Phone U ` 8 30- 0 2:7 4S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. fj Corrections required prior to approval. COMMENTS: frdrvt' c�rl,: /PI 54 frloi .� rJ w y S Inspector: Date: $58. EINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: FINISH , LINE. Type of Inspection: FR Am/ Ni G Address: i 0 ( YY) 4 I I Date Called: Special Instructions: Date Wanted: (.1_, p.m. Requester: Phone No S 0 -- B 30 - o275 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: F/ectirc / No f ree l Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Do-7-- L/ 7c \k) Date: Proje,..rt: I--- 1 )v (s l- i kS 7 Type of Inspection _.,�. w Address: 10_ (.7 S INt(/Ac /..1-1(' J Date Called: ( Special Instructions: Date Wanted: f v Requester: Phone C :, _ b 3 o -6 Z 7 C • LI $5 0 REINSPECTION FEE RE UIRED. F)'i to inspection. fee must be paid at 6300 Southcenter Blv uite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit i� 07 -4- 7Z, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. (Receipt No.: 'Date: COMMENTS: $3 S'loYw /71, Are M 4 /%td5 4 Da�e:r �y- 78 Project: / /11(/s / 7 4 / N, Type of Inspe t ion: /- /24�/v) /il/ � A /cs/ 7 , 4 Ai i ite Called: Special Instructions: Date Wanted: 4- 7 — /f & e a . , . Requester: Phone No - -42 7S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 z0 7 - q72 PERMIT NO. g (206)431 -3670 LI Approved per applicable codes. I:I Corrections required prior to approval. COMMENTS: (./ /I rr4i0,, „ ) 23, 2 /HH p5 A 2,1 Inspector: Date: $58.00 (BNSPIC FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: IDate: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ro;5 Address: 10-2 5..4;--411-u,..ft,li Special Instructions: Type of Inspection: . -A44/1 FrA A Date Called: Date Wanted: ( 1-or a.m. P.m. Requester: Phone No: 72Y $C( 4 61/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 7 b1 � 54,-4 / 44,5 qs Inspector: 'Date: (4- s- El $58.00 REINSPECTION FEE REQUIRED. Prior to inspectkin. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the Schedule reinspection. 'Date: 'Receipt No.: COMMENTS: p 6 -i / 0 F;.. SFc.., ,'r �s 0 "G S' G('4- o F v't4f 10012i,-,,-5;r1 1,..0 II F,',.-Ardf (IV s4-„k_ 69,.. (....a,-/-/- Tv 14-1_,-, ti A I,A, N t. :. iz „ c rt to L.nt Vtf{ S We vF ell /{41i ivy Specia nstructions: Date WanSed L O G,/ / Q� p.m. Requester: Phone No:, 72_ ti-eez-iiv3/ Projec , /V/ `7 L. i ter Type of Inspection: Gei Address: Date Called: Specia nstructions: Date WanSed L O G,/ / Q� p.m. Requester: Phone No:, 72_ ti-eez-iiv3/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,D/ 7- Y Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $58.00 EfNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: 0 w s VZ //) • Ma/) A4/0/1 ) e'ri :(77 i pAl ill e . i Date Calle " Z+ 06 , 4 / d r ( ' r r » . : - / id r' 1 ti At) $ /�e.° .9-1 i /4 Date W nted: �Trf: Requester: Phone No: N Project: Y/N / ,. / � � � / (/ � Type of Inspection: Address: /(7/47 / 4/ Date Calle " Z+ 06 Special Instru ns: Date W nted: �Trf: Requester: Phone No: ■ Ej Approved per applicable codes. n ector: Rec= •t No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 REINSPECTION FEE EQUIRE Prior to inspection, fee must be p.. at 6300 Southcenter vd., Suit 100. Call the schedule reinspection. Corrections required prior to approval. Dat A77- PERMIT NO. �/v Proj No i /A/ e Type of Ins ection: A dress: /V�7 Sep ef',�, M 9 Dar' a led: pecial Instructions: / Date Wanted: .9, / Qe p.m. Requester: Phone No: _7q— z —y INSPECTION RECORD Retain a copy with permit PE MIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 630 So uthcenter Blvd. , #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. COM NTS: p 4 �. i ` /�l�',•,�o ✓' 0476 - 4'.,e/S i/ Inspector REINSPECTION FEE REQ 'ED. nor to inspection, fee must be - 110. Call the schedule reinspection. • i d at 6300 Southcenter Blvd., Sul Date: eipt No.: 'Date: Project: -.-.7/1//,-.6 h L iv 1.- Type o ., /PIM/ ..-411P■•• Address: /° / 7 —51)/ Meiria,/ fit4 # Date Called: Special Instructions: Date Wited _ 2 2... ....- e9 e, c_, P.m. Requester: Ph27 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 e)7- %'7c- PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: P4 /),-,-;e7;it A4 kfre/sIzg nspector: a I 14 krt./ Date; e EINSPECTION FEE R QUIRED/rior to inspection, fee must be 6300 Southcenter Blvd Suite 1 0. Call the schedule reinspection. I Rec o.: 'Date: Project: ,H S L /�,�, �N Typeot Inspection: tvekt„ Address: /0 /7 SC li Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: ' / Sprinklers: y Fire Alarm: y- / Hood & Duct: N Monitor: `//pr- d3114 Pre -Fire: 14 Permits: 1,i/ Occupancy Type: ON INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 206 - 575 -4407 n Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. COMMENTS: ,: 6;41-e- v I Inspector: Waile4 te a , Z Date: 7 /I 7 /08 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: t i vh 31 t_ k co - E. Fire Alarm: Type of Inspection: : Sc,' /,'Ik WI) Address: Suite #: C ' M r��L Contact Person: E /rNA .0 /t__ Special Instructions: Phone No.: 7 ( 3S - H(13e1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT pproved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 P6 _ u 7�- PERMIT NUMBERS rk East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: e 1, 9 \{ JCC 066-9 ok T) Inspector: Date: "7 ( rs.. l kiv T $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ',,it H Li Id t Type of Inspection: A (1‘A&t.t -1 (S+P1e, )C__ Address: 1013 C, C. v 1\A C Suite #: Contact Person: Special Instructions: 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 PERMIT NUMBERS 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: EA i k - 01- Spa.INitt,bt F�,►�t1?i, l)1 yti!Vc,k-{ f-i■A(, - OIL Inspector: L )a th /5r2 I Date: b /24 /06 I Hrs.: v +��, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e 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 Project: r-/,),ii L ,N� Type of Inspection: � rNi c rrL- Address: /6 i f 5-e . Av► exi-e Contact Person: f1 „,,, .. el? c-604 Suite #: Occupancy Type: e - 12 04 -/ Special Instructions: Phone No.: c/7 5-- / 5 /_36 69 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT off -s Z 2. PERMIT NUMBERS Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: y I Date: o $ 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: L in/ r Type of Inspection: X02 i�� / Address: /o/ 7 . Suite #: ..M Contact Person: Q e,.� L I Z G - 60 V 037 (Q�. e Special Instructions: Occupancy Type: O TO C D\) r Q PIa ov i t& A< op 7 0 r c ►J 4 s `-O r 12 r NPI- . ` iii die) drdie) o 4.# layb Ps: Zit /= J 'A 1265 Psi 7-11 I_ - I' Fr"F l� .5 ' ,�, -k Project: L ir✓i 514 L in/ r Type of Inspection: X02 i�� / Address: /o/ 7 . Suite #: ..M Contact Person: Q e,.� L I Z G - 60 V 037 (Q�. e Special Instructions: Occupancy Type: Phone No.: zi z _ y g/7 6 & 9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Inspector: Date: Hrs.: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT O - S - rzZ ➢dq - z_ PERMIT NUMBERS n 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. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 r "_ ass , razarZ & ASSOCIATE S, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2008 KA No. 066 -08073 Permit N City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Regarding: Finish Line Tukwila, WA To Whom It May Concern:, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel/Concrete • Proprietary Anchor To the best of our knowledge, all work which has been tested and /or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. 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 ' ° 1 6L Kathryn E. Gordon Project Manager Puyallup Division CC: Allegheny Design Management, Inc. Don Penn Consulting Engineer Dwayne A. Mann Westfield Group With Offices Serving The Western United States !JUL littEnTro 0 7 1008 LICV ELOPrsia r 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 ! Krazan GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COONSTRUCTION TESTING & INSPECTION June 13, 2008'ZS C 5\15 �11N 3 1 006 DEN Mr. Elmer Jones Allegheny Design Management, Inc. 1154 Parks Industrial Drive Vandergrift, PA 15690 -9666 RE: In Process Inspection Report Finish Line Tukwila, WA Dear Mr. Jones, Respectfully submitted, KRAZAN & ASSOCIATES, INC E6.64 Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila & ASSOCIATES, INC. KA No. 066 -08073 Permit No. MCI: 745-- Enclosed are copies of the compressive strength test results regarding the above referenced project. AYI- M7e 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. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08073 Break Template .Project No. 066 -08073 Cyl. Code 80455 Pour Date 4/15/2008 Report No. 20289 Weather Overcast Jurisdiction City of Tukwila Project Finish Line Space 1017 Location Westfield Mall Expansion Client Field Data Concrete X Other Supplier Sakrete CYLINDER REPORT Plant No. Site Mix Y Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:46am 5 56 46 Placement Area Location Infill strips for conduit (cash register) and plumbing (bathroom). Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #80337. Inspector Steve Taylor Sr. Laboratory Data Engineer Architect Contractor Allegheny Design Date Reviewed Permit Nor986 =24g Reported Batch Data Design Strength 3,500 @ 28 days Date Specimens Rec'd. Design Actual Weights Weights Mix No. Site Mix Site Mix Cem.lbs. 1 bag 1 bag F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1 gal 1 gal Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 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 80455 -1 4/25/2008 7 4.003 12.58 12845 1,020 1 SS/TN 80455 -2 5/16/2008 28 4.02 12.59 24925 1,960 1 SS 80455 -3 6/13/2008 56 4.004 12.59 51120 4,060 1 SS 80455 -4 6/13/2008 56 4.004 12.59 49210 3,910 1 SS 80455 -5 80455 -6 80455 -7 80455 -7 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Revision 3 Effective Dote 5/17/01 The Mknna ion embed on this report Is prepared for the exclu&We we of the dent. This report may not be reproduced in any format without the *Wen permission of the dent and Krazan & Assoc4 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non- Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) = . a & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Ma 13, 20Q. 6 CLIVED MAY 16 20081 (INIUNITY Mr. Elmer Job ELOPMENT Allegheny Design Management, Inc. 1154 Parks Industrial Drive Vandergrift, PA 15690 -9666 RE: Special Inspection Finish Line Tukwila, WA Dear Mr. Jones, 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 April 18, 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 KA No. 066 -08073 Permit No . -245 - W7 -91). 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08073 DFR Template K raz an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / PROJECT #. PROJECT: LOCATION: KRAZAN PROJECT MANAGER: . ...M4ete er.t. cx.4 ets efepie ifrle erfl 7fr it ov.44,‘ , Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Reporr.doc Techniclgp iii rving the Western Uni ed States i FIELD REPORT NO: 8 V 3 3 ► CONTRACTOR: ,4446- . V JURISDICTION: /jay PERMIT #: 4 Z4' / 415- INSPECTOR: WEATHER: TEMP: ° ,C" To the best of my knowledge, the ab' WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirernOs. Revision i Effective Date: 5,25M5 The information provided on this report is prepared for the exclusive use of the client. This report may not ae reproduced in any format without the written permission of he client and Krazan :f Associates. Kraz2u Dear Mr. Jones, Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13, 2008 KA No. 066 -08073 Permit NoeJtY 24l5 Mr. Elmer Jones Allegheny Design Management, Inc. 1154 Parks Industrial Drive Vandergrift, PA 15690 -9666 RE: In Process Inspection Report Finish Line Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. Respectfully submitted, KRAZAN & ASSOCIATES, INC 9 a-ctecr- ei60.7.60ev-RJ 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. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08071 Break Template project No. 066 -08073 Weather Overcast Project Finish Line Space 1017 Location Westfield Mall Expansion Client q�;,�e :r�raetlaer�.: Field Data Concrete Supplier Time 9:46am Inspector Steve Taylor Sr. Laboratory Data Cyl. Code X Other Sakrete Plant No. Test Field Date Cure 80455 -1 4/25/2008 80455 -2 5/16/2008 80455 -3 5/16/2008 80455 -4 80455 -5 80455 -6 80455 -7 80455 -7 Remarks Results Reviewed By Age 7 28 28 H CYLINDER REPORT 4.003 12.58 Cyl. Code 80455 Pour Date Jurisdiction City of Tukwila Engineer Architect Contractor Allegheny Design Site Mix Y Mix Air Unit Slump Temp. Temp. Wt. Truck# Ticket # % Air (in.) (F) (F) (pcf) 5 56 46 Placement Area Location Infill strips for conduit (cash register) and plumbing (bathroom). Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #80337. Design Strength 3,500 @ 28 days Max. Comp. Dim. Area C.F. Load Str. (psi) 12845 1,020 4/15/2008 Report No. 20289 Permit No. D06 -245 Date Reviewed Reported Batch Data Design Weights Mix No. Site Mix Cem.lbs. 1 bag F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1 gal Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights Site Mix 1 bag 1 gal 0 X ASTM C143 X ASTM C1064 X ASTM C31 OTHER Field Test Methods ASTM C138 ASTM C173 ASTM C172 ASTM C231 Date Specimens Rec'd. Tested Break Set# By Type SS/TN 1 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 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 5/12/0x 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 8 Assoct Test Results Conforming Non- Conforming Fini.Nh ine www.finishline.com April 1, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 RE: Tenant: Finish Line Address: 1017 Southcenter Mall Tukwila, WA 98188 Tenant improvement permit for The Finish Line, Inc., Tukwila Permit No. D07 -472 is issued subject to the following condition: Final inspection approval of this permit and ap space will not be issued until the "shell" Build' inspection approval from the Building Divisign. This condition is hereby acknowledged by: f occupancy for the herein named tenant it No. D06 -147 has received final Title': Executive V.P. Real Estate /Store Development Tenant Name: The Finish Line, Inc. ' Acknowledgement to be signed by the responsible officer of the tenant 3308 North 11litthoeffer Road, Indianapolis, IN 46235 phone 317.899.1022 cygtecten APR 02 2008 p FyM;r C NJ.ER January 10, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 1 Acknowledgement to be signed by the responsible officer of the tenant Tenant improvement permit for [tenant name], Tukwila Permit No. 1 001 I-17 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" Build' g Perm it No. D06 -147 has received final inspection approval from the Building Div' This condition is hereby acknowledged by: Title': 1 j)Wectue Cp c' COASYYU CAi on Tenant Name: Ilne. Cif ∎f- 1 U I I flc \i,en C c* r c,C RECEIVED CITY OF TUKWILA MAR 2 8 2008 PERMIT CENTER 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 i 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 fj a I Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 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 3 Water closet, tank or valve, >1.6 GPF 8 4 kgli King County Department of Natural Resources and Parks Wastewater Treatment Division 1l . .)100-1 o 1 C9 K � 1 Property Street Address X 1 1 4 L CD Pt_ City � State ZIP Own In oc c,p e Name 1 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 U" Subdivision Name Lot # Subdiv. # - Block # Building Name (if applicable) (311 ) B93 z-1 Owner's Phone Number (with Area Code) (40 ) �&L — - 40 Property Contact Phone Number (with Area Code) Owner's Mailing Address i ‘ Porgy . ct)`od Lr-,s Rroftes. G4 goc: 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 Signature of Owner /Representative Total Fixture Units I _ b 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 referred to King County's Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and an deviation will require resubmission of corrected data for determination of a revised capacity charge. Print Name of Owner /Representative .1 i A B 1058 (Rev. 9/07) White - Kina County Yellow - Local Sewer Aaencv 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 17 VV.61 tra 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 K) No 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) .3� RCE Fr i. • RCE DEC 2 "0 2007 Date 1 -an--0'- Pink - Sewer Customer . ® 'A:,! PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -472 DATE: 12 -20 -07 PROJECT NAME: FINISH LINE SITE ADDRESS: 1017 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter Revision # After Permit Issued DEPARTMENTS: Buildil iJl s Public W orks ti 141 Complete TUESJTHURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2- 28-02 611 A1% ( -" Z°V1 Fire Prevention Structural Incomplete ❑ Structural Review Required M01 jjfk MPIttiY Planning Division JAL Permit Coordinator DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -27 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required C DATE: DUE DATE: 01 -24 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License ALLEGDM0300H Licensee Name ALLEGHENY DESIGN MGMT MC Licensee Type CONSTRUCTION CONTRACTOR UBI 601796079 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 1154 PARKS INDUSTRIAL DR Address 2 City VANDERGRIFT County OUT OF STATE State PA Zip 15690 Phone 7248457336 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/8/1997 Expiration Date 1/10/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date KURUC, JOHN S PRESIDENT 09/08/1997 DYKES, JACK W VICE PRESIDENT 09/08/1997 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries GeneraUSpecialty 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date FIDELITY DEPOSIT Until https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ALLEGDM0300H 03/28/2008 1 NOTE: G.C. SHALL VERIFY ALL DOOR AND FRAME RATINGS AS REQUIRED BY CODE AND PROVIDE IF NOT EXISI1NG OR SPECIFIED. REFER ALSO TO THE SPECIFICATIONS. EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR #01: ENTRANCE DOOR. DOOR TYPE 'D'. (REFER TO #4/A1.1 & SPECIFICATIONS) (1 PAIR) 3' -0" x 10' -0 ", FRAMELESS CLEAR TEMPERED GLASS DOORS W /PATCH FITTING HARDWARE. VERIFY OPENING SIZE IN FIELD, POLISH AND EASE ALL EDGES OF DOORS. REFER TO STOREFRONT SHEETS FOR DETAILS. PATCH FITTING HARDWARE BY DORMA OR APPROVED EQUAL. REFER TO SPECIFICATIONS FOR INFORMATION. DOORS SHALL HAVE OFF -SET PIVOT HINGE TO MAINTAIN PROPER CLEARANCE BETWEEN PULLS & ADJACENT STOREFRONT WHEN IN THE OPEN POSITION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE OPENING SIZE WITH APPROVED GLASS SHOP DRAWINGS. ALL HARDWARE, COVER PLATES, PATCH FITTINGS, ETC. SHALL BE 32D (SATIN STAINLESS STEEL) FINISH TYPICAL. ADDITIONAL HARDWARE AS LISTED: (2) STOP HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (LOCATED TO PREVENT DOORS & PULLS FROM HITTING ADJACENT STOREFRONT), (1) STOP C R LAURENCE #1 NT308A, HEADER MOUNTED DOOR STOP, ALUM. FINISH. (LOCATED @ HEAD TO PREVENT DOORS FROM TRAVELING PAST THE CLOSED POSITION). (2) PIVOT RECESSED FLOOR PIVOT & TOP PATCH FITTING PIVOT (DORMA OR APPROVED EQUAL) (2) PUSH HANDLE HAGER #1 305, 1" DIAM. PUSH BAR, 26D FINISH, OR EQ. MOUNTED ON PUSH SIDE OF DOOR ONLY, 1" DIAM. COVER PLATE ON PULL SIDE. SIGNAGE "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ", CONTRASTING, 1" H. AVANT GARDE BOLD TYPEFACE. (2) DEADBOLT LOCK C.R. LAURENCE #AMR205A, ANOD. ALUM. FINISH PATCH FITTING MOUNTED LOCKS, OPERABLE FROM BOTH SIDES FOR (7) PIN LOCK. TYPICAL ALL DOORS. (4) DUSTPROOF STRIKE IVES DP2 OR EQ. (RECTANGULAR SHAPED PLATE). DUSTPROOF STRIKE TO BE FULLY RECESSED IN THE FLOOR FOR CLOSED AND OPEN POSITIONS (REFER TO STOREFRONT DETAILS FOR ENTRY DOOR OPENING ANGLES.). DOOR #02: DRESSING DOOR TYPE 'C'. (REFER FRAME PTD. TO MATCH 1-1/2 PAIR BUTTS (1) LOCKSET (1) STOP (3) SILENCERS (1) CLOSER (2) KICK PLATES SIGNAGE 1-1/2 PAIR BUTTS (1) STOP (3) SILENCERS (1) CLOSER (1) DOOR HOLDER (1) PULL PLATE (2) ARMOR PLATES SIGNAGE THRESHOLD ROOM. TO #3/A1.1) 3' -0" x 6' -8" x 1 -3/4" S.C. WOOD DOOR (MAPLE W /CLEAR SATIN FINISH), WELDED H.M. FRAME. ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 4-1/2" x 4-1/2" BALL BEARING HINGES SCHLAGE #D5OPD -ATH -626 (LEVER HANDLES), OR EQ, HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. COLOR TO MATCH DOOR FRAME. NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT) 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM "FITTING ROOM ", BLACK, 2" H. AVANT GARDE BOLD TYPEFACE. DOOR #03 & #04: STOCKROOM DOOR. DOOR TYPE 'B'. (REFER TO #2/A1.1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD, TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 4-1/2" x 4-1/2" BALL BEARING HINGES HAGER @241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. COLOR TO MATCH DOOR FRAME. NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT) HAGER #271 D, 26D FINISH, OR EQ. (HEAVY DUTY) HAGER 30 SERIES, 3" x 12" PLATE W / #6N CAST PULL, 26D FINISH, OR EQ. BOTH SIDES, 40" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. "STAFF ONLY ", BLACK ON WHITE DOOR /WHITE ON BLACK DOOR, 2" H. AVANT GARDE BOLD TYPEFACE. SEE FINISH FLOOR PLAN DOOR #05: SECURE STORAGE. DOOR TYPE 'A'. (REFER TO #1 /A1,1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL. PAINT PT -2 (WHITE, SATIN FINISH ENAMEL) ON INSIDE OF ROOM, PROVIDE HARDWARE AS LISTED: 1-1/2 PAIR BUTTS 4 -1 /2" x 4 -1 /2" BALL BEARING HINGES (1) LOCKSET (I ) JIMMY PLATE (1) STOP (3) SILENCERS (1) CLOSER (2) KICK PLATES NO SIGNAGE REQ'D. (3) SILENCERS (1) KICK PLATE (1) CLOSER (1) DOOR HOLDER (1) STOP SIGNAGE THRESHOLD PEEPHOLE SCALE: 1/4" = 1 ' -0" SCHLAGE #D80PD -ATH -626 (LEVER HANDLES), OR EQ. (ON OUTSIDE OF ROOM ONLY) HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. WHITE NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT ON INSIDE OF ROOM) 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM DOOR #06: TOILET ROOM DOOR. DOOR TYPE 'C'. (REFER TO #3 /Al .1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL PAINT PT -2 (WHITE, SEMI -GLOSS ENAMEL) ON INSIDE OF ROOM. PROVIDE HARDWARE AS LISTED: 1-1/2 PAIR BUTTS 4-1/2" x 4-1/2" BALL BEARING HINGES (1) LOCKSET SCHLAGE #ND8OPD- ATH -626 (LEVER HANDLES), OR EQ. (1) STOP HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (3) SILENCERS WHITE (1) CLOSER NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT ON INSIDE OF ROOM) (2) KICK PLATES 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM SIGNAGE "TOILET ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE PROVIDE A.DA. COMPLIANT SIGNAGE AS REQ'D. THRESHOLD SEE FINISH FLOOR PLAN DOOR #07, & #08: EXIT HALLWAY DOOR. DOOR TYPE 'C'. (REFER TO #3/A1.1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 1 -1/2 PAIR BUTTS 4 -1/2" x 4 -1/2" BALL BEARING HINGES ( NONREMOVABLE PINS) (1) PASSAGE SET SCHLAGE #D105- ATH -626 (LEVER HANDLES), OR EQ. (3) SILENCERS COLOR TO MATCH DOOR FRAME. (1) CLOSER NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT INSIDE TENANT SPACE) (1) STOP HAGER #241F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (2) KICK PLATES 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM SIGNAGE SALES AREA SIDE: "EXIT ", VINYL, WHITE 2" H. AVANT GARDE BOLD TYPEFACE STOCKROOM SIDE: "EXIT ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE THRESHOLD SEE FINISH FLOOR PLAN PEEPHOLE DOOR #09: EXIT /SERVICE ENTRY DOOR. DOOR TYPE 'C'. (REFER TO #3 /Al .1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR (1 -HR. RATED), WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). DOOR, FRAME & HARDWARE SHALL BE FOR 1 -HR. RATED CONSTRUCTION AND BEAR AN APPROVED LABEL. PROVIDE HARDWARE A5 LISTED: 1-1/2 PAIR BUTTS 4 -1 /2" x 4 -1 /2" BALL BEARING HINGES (NONREMOVABLE PINS) (1) PROTEX ALARM MANUALLY OPERATED EGRESS HARDWARE. LOCK COVER SET FOR 'CONTINUOUS ALARM' LOCK CYLINDERS COLOR TO MATCH DOOR FRAME. 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM (INSIDE TENANT SPACE ONLY) NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT INSIDE TENANT SPACE) HAGER #271 D, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (HEAVY DUTY) HAGER #241 F, 26D FINISH, OR EQ. ON EXTERIOR: TENANT NAME AND SPACE NUMBER, PER LANDLORD'S CRITERIA ON INTERIOR: "EXIT ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE AS REQ'D FOR 1 -HR. RATED CONSTRUCTION. 10 DOOR 'A' 2 DOOR SCHEDULE 2 n 11 -0" 2" SCALE: 1/4" = 1' -0" DOOR'B' 3 DOOR 'C' SCALE: 1/4" - 1' -0" ALL INTERIOR FINISHES SHALL BE CLASS C, FLAME- SPREAD, 76 -200. BUILDING IS FULLY SPRINKLERED. AT -1 • � BLACK ACOUSTICAL CEILING TILE. 2'0" W X 4'0" D 2'0" W X 4 D, SUSPENDED NON -RATED CEILING TILE, RADAR CUMAPLUS #2415 WI NON -RATED GRI DONN DX BLACK, BY USG. B -1 WHITE ACOUSTICAL CEILING TILE, 2'0" W X 4'0" D 2'0" W X 4'0" D, SUSPENDED NON -RATED CEILING TILE, RADAR CLIMAPLUS #2415 W/ NON -RATED GRID, D D IT U FINISH KEY BLACK COVE VINYL WALL BASE, 4" HIGH 4" H., #4CR -701 BY BURKE MERCER PRODUCTS CO. INC. C B -4 ) PAINTED WOOD WALL BASE J 2" H. X 3/8" PAINT GRADE WOOD, PAINT PT -2 (SEMI -GLOSS ENAMEL) CHAMFER AT ALL EXPOSED ENDS, MITER ALL CORNER JOINTS. CONT. CAULK AT WALL JOINT. 8 ) LVT PLANK FLOORING 6 "X 36" X.12" (NOM.), EXPONA, #6115 WHITE MAPLE, BY POLYFLOR. CONTACT: GERBERT LTD. 1.888.359.5466 (PHONE). INSTALL PER MANUFACTURER'S INSTRUCTIONS. LANDLORD FLOORING MATCH EXISTING MALL FLOORING. IF LANDLORD FLOORING IS UNAVAILABLE, CONTACT ARCHITECT TO COORDINATE MATERIAL AND PATTERN. WHITE PORCELAIN TILE 12" x 12" (NOM.), #R -290 ROCKWELL WHITE, SEMI -MATTE FINISH, GRANITI REAU / GEOLOGICA COLLECTION BY GRANITI FIANDRE. GRAY PORCELAIN TILE 12" x 12" (NOM.), #R -190 BIANCO MONTORFANO, SEMI -MATTE FINISH, GRANITI READ / GEOLOGICA COLLECTION BY GRANITI FIANDRE. SOLID BLACK PORCELAIN TILE 12" x 12" (NOM.), #R -200 BLACK GALAXY, SEMI -MATTE FINISH, GRANITI READ / GEOLOGICA COLLECTION BY GRANITI FIANDRE. GRAY PORCELAIN - MOSAIC TILE 2" x 2" x 1 /4 ", #A31 QUICKSILVER, UNGLAZED TILE, BY AMERICAN OLEAN. TILE TO BE THIN -SET ON FLOOR AND WALLS TO HEIGHT AS NOTED WITH 1/16" GROUT JOINTS. USE STANDARD COVE BASE & SURFACE BULLNOSE TRIM PIECES AS REQUIRED. PROVIDE SAME GRAY GROUT AS SPEC'D FOR USE BETWEEN CT -3 & CT -4, SEE SPECIFICATIONS. PROVIDE MIN. 30 MIL. POLYETHYLENE WATERPROOF MEMBRANE TO A MIN. HEIGHT OF 5 ". BLACK PAINT LATEX EGGSHELL FINISH. BENJAMIN MOORE 'READY -MIX BLACK', (REGAL AQUAVELVET FINISH) OR EQ. OVER 'ORANGE PEEL' SPRAYED G.B. FINISH. USE SATIN FINISH ENAMEL ON MTL. SURFACES. PAINT G.B. WALLS IN SALES AREA FROM 9' -6" A.F.F. TO 15' -0" A.F.F. PROVIDE FLAT FINISH @ 15' -0" A.F.F. UP TO & INCLUDING DECK, U.N.O. C PT - J WHITE PAINT J LATEX EGGSHELL FINISH. BENJAMIN MOORE 'READY -MIX WHITE,' (REGAL AQUAVELVET FINISH) OR EQ. OVER 'ORANGE PEEL' SPRAYED G.B. FINISH IN SALES AREA. USE SATIN FINISH ENAMEL ON MTL. SURFACES. PROVIDE LATEX SEMI -GLOSS ENAMEL (REGAL AQUAGLO) ON ALL SURFACES IN THE TOILET ROOMS, SECURE STORAGE, AND DRESSING ROOM. C p - F_3 ) BLUE PAINT LATEX EGGSHELL FINISH. BENJAMIN MOORE #791, (REGAL AQUAVELVET FINISH) OR EQ. USE SATIN FINISH ENAMEL ON MTL. SURFACES. BLACK RUBBER FLOORING 4 mm (5/32 ") THICK, COLOR: #601, MR. SLATE, BY ECO SURFACES. CONTACT: S.R. ZIMMERMAN 717.299.5035. INSTALL PER MANUFACTURER'S INSTRUCTIONS. GRAY RUBBER FLOORING 4 mm (5/32 ") THICK, COLOR: #808, GRAVELROCK, BY ECO SURFACES. CONTACT: S.R. ZIMMERMAN 717.299.5035. INSTALL PER MANUFACTURER'S INSTRUCTIONS. LIGHT GRAY VINYL COMPOSITION TILE 12" x 12" x 1/8" (NOM.), "CHOICES" STANDARD GRADE, #CH -1 2 STONE WHITE, BY CONGOLEUM, OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. (CLASS I) NOTES: • ALL G.B. WALLS AND G.B. COLUMNS IN SALES AREA SFSLL BE PTD. PT -2 (WHITE) TO 9' -6" A.F.F. AND PT -1 (BLACK) TO DECK, U.N.O. "41 /x , R • ALL G.B. WALLS AND COLUMNS IN STOCKROOM SHALL PT HTT) TO 12' -9" A.F.F., U.N.O. • ALL G.B. WALLS & CEILINGS IN DRESSING RM., TOILET RIVEJANTFAA & SECURE STORAGE SHALL BE PM. PT -2 (WHITE) SEMI -GLOSS ENAMEL, U.N.O. f KEYNOTES 1.24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. KICKPLATE, BOTH SIDES OF DOOR, TYP. 2.21" x 31" CLEAR TEMPERED WIRE GLASS LITE. 3. 27" x 6" CLEAR TEMPERED WIRE GLASS LITE. 4.2" H. VINYL LE I I LRING IN AVANT GARDE BOLD TYPEFACE CENTERED BETWEEN GLASS LITE & DOOR JAMB. SEE DOOR SCHEDULE FOR SPECIFIC SIGNAGE REQUIRED. 5, 5/8" TYPE "X" GYP. BD., TYP. 6. CONT. CAULK PAINTED TO MATCH ADJACENT WALL SURFACE, TYP. 7. FIRE - TREATED WD. BLOCKING, TYP. 8. 16 GA, COLD -ROLLED BLACK IRON STEEL HORZ. BRACING ABOVE DOOR FRAME. (MAX. 16" FROM TOP). EXTEND A MIN. OF 24" PAST VERT. FACE OF FRAME TO STABILIZE DOOR ASSEMBLY. FASTEN TO EACH STUD W /CUP ANGLE SCREWED SOLID, TYP. 9. WELDED H.M. DOOR FRAME, TYP. 10.40" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. ARMOR PLATE, BOTH SIDES OF DOOR, TYP, 4 DOOR'D' SCALE: 1/4" = 1' -0" CLEAR TEMPERED GLASS LITE 5 6 FRAMING DETAIL N.T.S. 5 TYP. 5 6 N SCALE: 3" = 1' -0" 2" JAMB DETAIL 7 8 RESPONSIBILITY SCHEDULE VERIFY IN FIELD ALL EXISTING CONDITIONS TO DETERMINE IF THE PROPOSED DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS CAN BE PROVIDED AS INTENDED PRIOR TO ANY INSTALLATION OR FABRICATION. IF THERE IS ANY VARIATION NOTED OR DISCOVERED IN THE CONSTRUCTION PROCESS INCLUDING ANY DESIGN OR CONSTRUCTION CONFLICTS, DISCREPANCIES, MATTERS THAT ARE UNCLEAR, ERRORS, OR OMISSIONS, THE CONTRACTOR 15 REQUIRED TO CONTACT THE ARCHITECT FOR INSTRUCTION AND /OR RESOLUTION PRIOR TO FABRICATION OR INSTALLATION. THE ARCHITECT SHALL HAVE THE AUTHORITY TO ACT AS THE INTERPRETER OF THE CONSTRUCTION DOCUMENTS AND FINAL MEDIATOR ON RELATED ISSUES. PARTITION TYPES REFER ALSO TO WALL SECTIONS - SHEET A2.1 Al 3 -5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. W/ (1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO B./ DECK, FIRE TAPE /SEAL PER CODE TO PROVIDE 1 HR. RATED CONSTRUCTION. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. A2 3 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. A3 3 -5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. AND FRAMING TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. B1 3 -5/8" 20 GA. MTL, STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. B2 3 -5/8" 20 GA. MTL, STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. B3 3 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. 3 - 5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. C2 1 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO B./ DECK, UNLESS NOTED OTHERWISE. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. (E) MTL STUD PARTITION BY LANDLORD. PROVIDE (I) LAYER 5/8" TYPE 'X' G.B. ON TENANT'S SIDE (IF NOT EXISTING). EXTEND TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. El (E) MTL. STUD PARTITION BY LANDLORD. PROVIDE (1) LAYER 5/8" TYPE 'X' G.B. ON TENANT'S SIDE (IF NOT EXISTING). EXTEND TO B /DECK, FIRE TAPE /SEAL PER CODE TO PROVIDE 1 HR. RATED CONSTRUCTION @ TENANT DEMISING PARTITIONS OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FLOOR AREA: SALES /RETAIL AREA: STOCKROOM AREA (INCL. SECURE STORAGE, TOILET RMS, ETC.): EXIT HALLWAY: TOTAL GROSS FLOOR AREA: OCCUPANT LOADS: SALES AREA STOCKROOM AREA: TOTAL OCCUPANTS: EXITS: WIDTH OF EXITS: NUMBER OF EXITS: MAX. TRAVEL DISTANCE TO EXIT ALLOWED: ADJ. A.F.F. A.T. B/ B.B. BLK. C.J. CLG. CLR. CONC. CONSTR. CONT. CONTR. CPT. CT Q (DIAM.) D. D,F. DIM. (E) E.J. ELEV. EQ. EXT. ADJUSTABLE ABOVE FINISH FLOOR ACOUSTICAL TILE BOTTOM OF BALL BEARING BLACK CONTROL JOINT CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CARPET CERAMIC TILE DIAMETER DEEP DRINKING FOUNTAIN DIMENSION EXISTING EXPANSION JOINT ELEVATION EQUAL EXTERIOR F.E. F.F. FL. F.T. GA. G.B. G.C. Al ] COVER SHEET A1.2 SPECIFICATIONS A1.3 SPECIFICATIONS A2.1 FLOOR PLAN A2.2 FINISH FLOOR PLAN A3.1 REFLECTED CEILING PLAN A4.1 INTERIOR ELEVATIONS A5.1 STOREFRONT PLAN & REFLECTED CEILING PLAN A5.2 STOREFRONT ELEVATIONS & DETAILS A5.3 STOREFRONT SECTIONS & DETAILS A6.1 ENLARGED PLANS AND DETAILS A7.1 FIXTURE DETAILS finishlinemco GL. H. H.M. HT. JT. L. L.L. MAX. MIN. MTD. MTL. MWK. O.C. O.H. OPN'G. P.O.S. AREA MAP ABBREVIATIONS FIRE EXTINGUISHER FINISH FLOOR FLOOR FIRE TREATED GAUGE GYPSUM BOARD GENERAL CONTRACTOR GLASS HIGH HOLLOW METAL HEIGHT JOINT LENGTH LANDLORD MAXIMUM MINIMUM MOUNTED METAL MILLWORK ON CENTER OVERHEAD, OPPOSITE HAND OPENING POINT OF SALE (CASH REGISTER) SET INDEX A51.1 AS1.2 MI M2 M3 M4 GROUP M - MERCANTILE TYPE II -B, FULLY SPRINKLERED 1,927 SQ. FT. 1,838 SQ. FT. 172 SQ. FT. 3,937 SQ. FT. 1,927 5.F. _ 30 S.F. /OCCUPANT = 65 OCCUPANTS 1,838 S.F. _ 300 S.F. /OCCUPANT = 7 OCCUPANTS 72 OCCUPANTS 72 OCCUPANTS x 0.15" /OCCUPANT = 11" EXIT WIDTH REQUIRED / 106" PROVIDED 72" @ MALL ENTRANCE 34" @ ADDITIONAL EXIT 2 EXITS REQUIRED AND 2 PROVIDED. 250 FT. (ACTUAL 64 FT.) PT. PTD. R REF. PT. REQ'D. REV. S.C. S.E. SIM. 5.5. STD. TI TEMP. TYP. U.N.O. V.I.F. VCT W. W/ W /OUT WD. WE PAINT PAINTED RADIUS REFERENCE POINT REQUIRED REVISION SOLID CORE SELF EDGED SIMILAR STAINLESS STEEL STANDARD TOP OF TEMPERED TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VINYL COMPOSITION TILE WIDE WITH WITHOUT WOOD WOOD FLOORING MECHANICAL HVAC PLAN & NOTES PLUMBING PLAN, RISERS, DETAILS & NOTES MECHANICAL SCHEDULES, DETAILS & NOTES MECHANICAL SPECIFICATIONS CODES AND /OR STANDARDS: 0111/11,01 tO • BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE W/ WASHNGTON STATE AMENDME of constmcdon documents • MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE • T of any adopted code or act • ELECTRIC CODE 2005 NATIONAL ELECTRIC CODE W/ WASHINGTON STATE AMENDMENTS the • PLUMBING CODE: 2006 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 101mnd Hold +0Y and • ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE W/ WASHINGTON STATE AMENDMENTS • FIRE / LIFE SAFETY CODE: 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS BY • ANSI Al 17.1 - 2003 W/ WASHINGTON STATE AMENDMENTS • D • 2004 RCW 51 -40 -1107 WASHINGTON STATE ACCESSIBILITY CODE • GUIDE OF THE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR CONDITIONING ENGINEERS (ASHRAE) City Tukwila UNDERWRITERS LABORATORIES • LANDLORD'S FIRE INSURANCE UNDERWRITER • APPLICABLE GOV'T AGENCIES, INCL BUT NOT LIMITED TO OSHA, EPA, ETC. • APPLICABLE STATE AND CITY BUILDING CODES & THE REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE SHOPPING CENTER. BUILDING DIVISIOt EP R dTE PERMIT REQUIRED FOR: ifriviecrianicai Electrical Plumbing [(Gas Piping City of Tukwila 1 BUILDING DIVISION AUDIO /SECURITY REFLECTED CEILING PLAN AUDIO /SECURITY NOTES & DETAILS DEC 2 0 2007 El ELECTRICAL SYMBOLS, SCHEDULES & RISERSPERMIT CENTER E2 ELECTRICAL LIGHTING PLAN & POWER PLAN E3 PANEL SCHEDULES & PARTIAL PLAN E4 ELECTRICAL SPECIFICATIONS I SYMBOLS (DWG. #) (SHEET #) (DWG. #) (SHEET #) 12' -6" A.F.F. B /G.B. CLG. md i aatauthadze MALL ADDRESS: SOUTHCENTER 633 SOUTHCENTER SEATTLE, WA 98188 206.246.7400, PHONE M &MA #7059 FINL STORE #896 8446 tO7 • `I DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.79 94 FAX: 512.912.79 95 A F -2 #01 ELEVATION SYMBOL I SECTION DETAIL CENTERLINE PARTITION TYPE DOOR NUMBER NOTES IF REQ'D, STOCKROOM SHELVING TO BE UNDER SEPARATE PERMIT, SUBMITTED BY SHELVING MANUFACTURER. SIGNAGE AND FIRE SYSTEMS WILL BE UNDER SEPARATE PERMITS, IF REQ'D. LANDLORD INFORMATION LANDLORD: WESTFIELD GROUP 11TH FLOOR 11601 WILSHIRE BLVD. LOS ANGELES, CA 90025 TENANT COORDINATOR: JOSHUA KIMMEL 310.893.4761, PHONE ISTERED C1IITECT r1 DWAYNE A. MANN STATE OF WASHINGTON ELEVATION HEIGHT REVISION KEYNOTE FINISH KEY All drawings, specifications, and designs © Dwayne A. Mann Architect. 2007 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR Finis' rw :.' in mninm.finishilne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1 425 COVER SHEET ALl PROVIDED BY: :.C: GENERAL CONTRACTOR T: TENANT L: LANDLORD INSTALLED BY: GC: GENERAL CONTRACTOR T: TENANT IL: LANDLORD NOTES: 1: EXISTING 2: AS REQUIRED 3: GC PATCH /REPAIR 4: VERIFY IN HELD 5: SUBMITTAL REQUIRED 6: PER TENANT DIRECTIVE 7: RELOCATED 3: GC COORDINATE GC T LL GC T LL 1 2 3 4 5 6 7 8 DIVISION 1: GENERAL REQUIREMENTS ALL PERMITS, FEES, INSPECTIONS X X INSURANCE X X CERTIFICATE OF OCCUPANCY X X X PROFESSIONAL CLEANING X X RUBBISH REMOVAL X X TEMP. UTILITIES, SITE PHONE X X X TEMP. BARRICADES X X FLOOR LEVELING X X X X X DIVISION 6: WOOD & PLASTICS DASH -WALL SHOE DISPLAY PANELS , X , , X , , X CASH WRAP X X , X FLOOR DISPLAY FIXTURES (CUSTOM) . [ I L • TRY -ON SHOE BENCHES X X X • DISPLAY TABLES, ACCESSORY SLABS X X X • SHOE MIRROR X X X • FULL LENGTH MIRROR IN WD. FRAME X X _ X DIV. 7: THERMAL & MOISTURE PROTECTION , SEALANTS, CAULKING X , X , X WATERPROOFING MEMBRANE X , X X , X X INSULATION X X X X DIVISION 8: DOORS & WINDOWS H.M. DOORS, FRAMES, THRESHOLDS X X X _ S.C. WOOD DOORS X X X ALL DOOR HARDWARE X X _ _ X STOREFRONT GLAZING SYSTEM INCLUDING DOORS X X X DIVISION 9: FINISHES , GYPSUM BOARD ASSEMBLIES /MTL. STUDS X X X FLOORING • TILE X X X • PLANK FLOORING X X X • V.C.T. , X X , X • RUBBER X X X • TRANSITION STRIPS X X X WALL BASE X X X PAINTING X X X WALL TILE x x X = DIVISION 10: SPECIALTIES NEUTRAL PIER X X X SURFACE MTD. AND /OR SUSP. SIGNS • STOREFRONT SIGNAGE , 0. X X 1 X • ALL OTHER SIGNAGE (INCL ADA REQUIRED) X X X • ELECTRICAL CONNECTIONS X X X • BLOCKING, SUPPORT FRAME X . X X GRAPHIC PANELS X X X FIRE EXTINGUISHERS X X X STOCKROOM SHELVING SYSTEM X X X TOILET ACCESSORIES (SEE SPECS.) X X X DIVISION 11: EQUIPMENT FLOOR DISPLAY FIXTURES (STANDARD) X X X - AUDIO SYSTEM X X ,- X CASH REGISTERS /COMPUTER SYSTEM X X X X TELEPHONE SYSTEM X X X X DIVISION 15: MECHANICAL HVAC X X X PLUMBING X X X FIRE PROTECTION X X X DIVISION 16: ELECTRICAL , LIGHT FIXTURES X X X LAMPS X X X ALL ELECTRICAL WORK X , X X ,1.11. NCTF TC eI I (ThffRefTClPS No changes of work Tukwila NOTE Revisions and may yF iS)�..i" S be mado to the 'scope prior o.ppr Val of Division. a new plan submWal plan review fees. shall without Building will require additional 1 NOTE: G.C. SHALL VERIFY ALL DOOR AND FRAME RATINGS AS REQUIRED BY CODE AND PROVIDE IF NOT EXISI1NG OR SPECIFIED. REFER ALSO TO THE SPECIFICATIONS. EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR #01: ENTRANCE DOOR. DOOR TYPE 'D'. (REFER TO #4/A1.1 & SPECIFICATIONS) (1 PAIR) 3' -0" x 10' -0 ", FRAMELESS CLEAR TEMPERED GLASS DOORS W /PATCH FITTING HARDWARE. VERIFY OPENING SIZE IN FIELD, POLISH AND EASE ALL EDGES OF DOORS. REFER TO STOREFRONT SHEETS FOR DETAILS. PATCH FITTING HARDWARE BY DORMA OR APPROVED EQUAL. REFER TO SPECIFICATIONS FOR INFORMATION. DOORS SHALL HAVE OFF -SET PIVOT HINGE TO MAINTAIN PROPER CLEARANCE BETWEEN PULLS & ADJACENT STOREFRONT WHEN IN THE OPEN POSITION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE OPENING SIZE WITH APPROVED GLASS SHOP DRAWINGS. ALL HARDWARE, COVER PLATES, PATCH FITTINGS, ETC. SHALL BE 32D (SATIN STAINLESS STEEL) FINISH TYPICAL. ADDITIONAL HARDWARE AS LISTED: (2) STOP HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (LOCATED TO PREVENT DOORS & PULLS FROM HITTING ADJACENT STOREFRONT), (1) STOP C R LAURENCE #1 NT308A, HEADER MOUNTED DOOR STOP, ALUM. FINISH. (LOCATED @ HEAD TO PREVENT DOORS FROM TRAVELING PAST THE CLOSED POSITION). (2) PIVOT RECESSED FLOOR PIVOT & TOP PATCH FITTING PIVOT (DORMA OR APPROVED EQUAL) (2) PUSH HANDLE HAGER #1 305, 1" DIAM. PUSH BAR, 26D FINISH, OR EQ. MOUNTED ON PUSH SIDE OF DOOR ONLY, 1" DIAM. COVER PLATE ON PULL SIDE. SIGNAGE "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ", CONTRASTING, 1" H. AVANT GARDE BOLD TYPEFACE. (2) DEADBOLT LOCK C.R. LAURENCE #AMR205A, ANOD. ALUM. FINISH PATCH FITTING MOUNTED LOCKS, OPERABLE FROM BOTH SIDES FOR (7) PIN LOCK. TYPICAL ALL DOORS. (4) DUSTPROOF STRIKE IVES DP2 OR EQ. (RECTANGULAR SHAPED PLATE). DUSTPROOF STRIKE TO BE FULLY RECESSED IN THE FLOOR FOR CLOSED AND OPEN POSITIONS (REFER TO STOREFRONT DETAILS FOR ENTRY DOOR OPENING ANGLES.). DOOR #02: DRESSING DOOR TYPE 'C'. (REFER FRAME PTD. TO MATCH 1-1/2 PAIR BUTTS (1) LOCKSET (1) STOP (3) SILENCERS (1) CLOSER (2) KICK PLATES SIGNAGE 1-1/2 PAIR BUTTS (1) STOP (3) SILENCERS (1) CLOSER (1) DOOR HOLDER (1) PULL PLATE (2) ARMOR PLATES SIGNAGE THRESHOLD ROOM. TO #3/A1.1) 3' -0" x 6' -8" x 1 -3/4" S.C. WOOD DOOR (MAPLE W /CLEAR SATIN FINISH), WELDED H.M. FRAME. ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 4-1/2" x 4-1/2" BALL BEARING HINGES SCHLAGE #D5OPD -ATH -626 (LEVER HANDLES), OR EQ, HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. COLOR TO MATCH DOOR FRAME. NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT) 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM "FITTING ROOM ", BLACK, 2" H. AVANT GARDE BOLD TYPEFACE. DOOR #03 & #04: STOCKROOM DOOR. DOOR TYPE 'B'. (REFER TO #2/A1.1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD, TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 4-1/2" x 4-1/2" BALL BEARING HINGES HAGER @241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. COLOR TO MATCH DOOR FRAME. NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT) HAGER #271 D, 26D FINISH, OR EQ. (HEAVY DUTY) HAGER 30 SERIES, 3" x 12" PLATE W / #6N CAST PULL, 26D FINISH, OR EQ. BOTH SIDES, 40" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. "STAFF ONLY ", BLACK ON WHITE DOOR /WHITE ON BLACK DOOR, 2" H. AVANT GARDE BOLD TYPEFACE. SEE FINISH FLOOR PLAN DOOR #05: SECURE STORAGE. DOOR TYPE 'A'. (REFER TO #1 /A1,1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL. PAINT PT -2 (WHITE, SATIN FINISH ENAMEL) ON INSIDE OF ROOM, PROVIDE HARDWARE AS LISTED: 1-1/2 PAIR BUTTS 4 -1 /2" x 4 -1 /2" BALL BEARING HINGES (1) LOCKSET (I ) JIMMY PLATE (1) STOP (3) SILENCERS (1) CLOSER (2) KICK PLATES NO SIGNAGE REQ'D. (3) SILENCERS (1) KICK PLATE (1) CLOSER (1) DOOR HOLDER (1) STOP SIGNAGE THRESHOLD PEEPHOLE SCALE: 1/4" = 1 ' -0" SCHLAGE #D80PD -ATH -626 (LEVER HANDLES), OR EQ. (ON OUTSIDE OF ROOM ONLY) HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. WHITE NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT ON INSIDE OF ROOM) 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM DOOR #06: TOILET ROOM DOOR. DOOR TYPE 'C'. (REFER TO #3 /Al .1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL PAINT PT -2 (WHITE, SEMI -GLOSS ENAMEL) ON INSIDE OF ROOM. PROVIDE HARDWARE AS LISTED: 1-1/2 PAIR BUTTS 4-1/2" x 4-1/2" BALL BEARING HINGES (1) LOCKSET SCHLAGE #ND8OPD- ATH -626 (LEVER HANDLES), OR EQ. (1) STOP HAGER #241 F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (3) SILENCERS WHITE (1) CLOSER NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT ON INSIDE OF ROOM) (2) KICK PLATES 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM SIGNAGE "TOILET ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE PROVIDE A.DA. COMPLIANT SIGNAGE AS REQ'D. THRESHOLD SEE FINISH FLOOR PLAN DOOR #07, & #08: EXIT HALLWAY DOOR. DOOR TYPE 'C'. (REFER TO #3/A1.1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR, WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). PROVIDE HARDWARE AS LISTED: 1 -1/2 PAIR BUTTS 4 -1/2" x 4 -1/2" BALL BEARING HINGES ( NONREMOVABLE PINS) (1) PASSAGE SET SCHLAGE #D105- ATH -626 (LEVER HANDLES), OR EQ. (3) SILENCERS COLOR TO MATCH DOOR FRAME. (1) CLOSER NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT INSIDE TENANT SPACE) (1) STOP HAGER #241F, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (2) KICK PLATES 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM SIGNAGE SALES AREA SIDE: "EXIT ", VINYL, WHITE 2" H. AVANT GARDE BOLD TYPEFACE STOCKROOM SIDE: "EXIT ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE THRESHOLD SEE FINISH FLOOR PLAN PEEPHOLE DOOR #09: EXIT /SERVICE ENTRY DOOR. DOOR TYPE 'C'. (REFER TO #3 /Al .1) 3' -0" x 6' -8" x 1 -3/4" H.M. DOOR (1 -HR. RATED), WELDED H.M. FRAME, BOTH PTD. TO MATCH ADJACENT WALL (SATIN FINISH ENAMEL). DOOR, FRAME & HARDWARE SHALL BE FOR 1 -HR. RATED CONSTRUCTION AND BEAR AN APPROVED LABEL. PROVIDE HARDWARE A5 LISTED: 1-1/2 PAIR BUTTS 4 -1 /2" x 4 -1 /2" BALL BEARING HINGES (NONREMOVABLE PINS) (1) PROTEX ALARM MANUALLY OPERATED EGRESS HARDWARE. LOCK COVER SET FOR 'CONTINUOUS ALARM' LOCK CYLINDERS COLOR TO MATCH DOOR FRAME. 24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUMINUM (INSIDE TENANT SPACE ONLY) NORTON #8301 -AL, OR EQ. (PARALLEL ARM MOUNT INSIDE TENANT SPACE) HAGER #271 D, 26D (SATIN CHROMIUM PLATED) FINISH, OR EQ. (HEAVY DUTY) HAGER #241 F, 26D FINISH, OR EQ. ON EXTERIOR: TENANT NAME AND SPACE NUMBER, PER LANDLORD'S CRITERIA ON INTERIOR: "EXIT ", VINYL, BLACK 2" H. AVANT GARDE BOLD TYPEFACE AS REQ'D FOR 1 -HR. RATED CONSTRUCTION. 10 DOOR 'A' 2 DOOR SCHEDULE 2 n 11 -0" 2" SCALE: 1/4" = 1' -0" DOOR'B' 3 DOOR 'C' SCALE: 1/4" - 1' -0" ALL INTERIOR FINISHES SHALL BE CLASS C, FLAME- SPREAD, 76 -200. BUILDING IS FULLY SPRINKLERED. AT -1 • � BLACK ACOUSTICAL CEILING TILE. 2'0" W X 4'0" D 2'0" W X 4 D, SUSPENDED NON -RATED CEILING TILE, RADAR CUMAPLUS #2415 WI NON -RATED GRI DONN DX BLACK, BY USG. B -1 WHITE ACOUSTICAL CEILING TILE, 2'0" W X 4'0" D 2'0" W X 4'0" D, SUSPENDED NON -RATED CEILING TILE, RADAR CLIMAPLUS #2415 W/ NON -RATED GRID, D D IT U FINISH KEY BLACK COVE VINYL WALL BASE, 4" HIGH 4" H., #4CR -701 BY BURKE MERCER PRODUCTS CO. INC. C B -4 ) PAINTED WOOD WALL BASE J 2" H. X 3/8" PAINT GRADE WOOD, PAINT PT -2 (SEMI -GLOSS ENAMEL) CHAMFER AT ALL EXPOSED ENDS, MITER ALL CORNER JOINTS. CONT. CAULK AT WALL JOINT. 8 ) LVT PLANK FLOORING 6 "X 36" X.12" (NOM.), EXPONA, #6115 WHITE MAPLE, BY POLYFLOR. CONTACT: GERBERT LTD. 1.888.359.5466 (PHONE). INSTALL PER MANUFACTURER'S INSTRUCTIONS. LANDLORD FLOORING MATCH EXISTING MALL FLOORING. IF LANDLORD FLOORING IS UNAVAILABLE, CONTACT ARCHITECT TO COORDINATE MATERIAL AND PATTERN. WHITE PORCELAIN TILE 12" x 12" (NOM.), #R -290 ROCKWELL WHITE, SEMI -MATTE FINISH, GRANITI REAU / GEOLOGICA COLLECTION BY GRANITI FIANDRE. GRAY PORCELAIN TILE 12" x 12" (NOM.), #R -190 BIANCO MONTORFANO, SEMI -MATTE FINISH, GRANITI READ / GEOLOGICA COLLECTION BY GRANITI FIANDRE. SOLID BLACK PORCELAIN TILE 12" x 12" (NOM.), #R -200 BLACK GALAXY, SEMI -MATTE FINISH, GRANITI READ / GEOLOGICA COLLECTION BY GRANITI FIANDRE. GRAY PORCELAIN - MOSAIC TILE 2" x 2" x 1 /4 ", #A31 QUICKSILVER, UNGLAZED TILE, BY AMERICAN OLEAN. TILE TO BE THIN -SET ON FLOOR AND WALLS TO HEIGHT AS NOTED WITH 1/16" GROUT JOINTS. USE STANDARD COVE BASE & SURFACE BULLNOSE TRIM PIECES AS REQUIRED. PROVIDE SAME GRAY GROUT AS SPEC'D FOR USE BETWEEN CT -3 & CT -4, SEE SPECIFICATIONS. PROVIDE MIN. 30 MIL. POLYETHYLENE WATERPROOF MEMBRANE TO A MIN. HEIGHT OF 5 ". BLACK PAINT LATEX EGGSHELL FINISH. BENJAMIN MOORE 'READY -MIX BLACK', (REGAL AQUAVELVET FINISH) OR EQ. OVER 'ORANGE PEEL' SPRAYED G.B. FINISH. USE SATIN FINISH ENAMEL ON MTL. SURFACES. PAINT G.B. WALLS IN SALES AREA FROM 9' -6" A.F.F. TO 15' -0" A.F.F. PROVIDE FLAT FINISH @ 15' -0" A.F.F. UP TO & INCLUDING DECK, U.N.O. C PT - J WHITE PAINT J LATEX EGGSHELL FINISH. BENJAMIN MOORE 'READY -MIX WHITE,' (REGAL AQUAVELVET FINISH) OR EQ. OVER 'ORANGE PEEL' SPRAYED G.B. FINISH IN SALES AREA. USE SATIN FINISH ENAMEL ON MTL. SURFACES. PROVIDE LATEX SEMI -GLOSS ENAMEL (REGAL AQUAGLO) ON ALL SURFACES IN THE TOILET ROOMS, SECURE STORAGE, AND DRESSING ROOM. C p - F_3 ) BLUE PAINT LATEX EGGSHELL FINISH. BENJAMIN MOORE #791, (REGAL AQUAVELVET FINISH) OR EQ. USE SATIN FINISH ENAMEL ON MTL. SURFACES. BLACK RUBBER FLOORING 4 mm (5/32 ") THICK, COLOR: #601, MR. SLATE, BY ECO SURFACES. CONTACT: S.R. ZIMMERMAN 717.299.5035. INSTALL PER MANUFACTURER'S INSTRUCTIONS. GRAY RUBBER FLOORING 4 mm (5/32 ") THICK, COLOR: #808, GRAVELROCK, BY ECO SURFACES. CONTACT: S.R. ZIMMERMAN 717.299.5035. INSTALL PER MANUFACTURER'S INSTRUCTIONS. LIGHT GRAY VINYL COMPOSITION TILE 12" x 12" x 1/8" (NOM.), "CHOICES" STANDARD GRADE, #CH -1 2 STONE WHITE, BY CONGOLEUM, OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. (CLASS I) NOTES: • ALL G.B. WALLS AND G.B. COLUMNS IN SALES AREA SFSLL BE PTD. PT -2 (WHITE) TO 9' -6" A.F.F. AND PT -1 (BLACK) TO DECK, U.N.O. "41 /x , R • ALL G.B. WALLS AND COLUMNS IN STOCKROOM SHALL PT HTT) TO 12' -9" A.F.F., U.N.O. • ALL G.B. WALLS & CEILINGS IN DRESSING RM., TOILET RIVEJANTFAA & SECURE STORAGE SHALL BE PM. PT -2 (WHITE) SEMI -GLOSS ENAMEL, U.N.O. f KEYNOTES 1.24" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. KICKPLATE, BOTH SIDES OF DOOR, TYP. 2.21" x 31" CLEAR TEMPERED WIRE GLASS LITE. 3. 27" x 6" CLEAR TEMPERED WIRE GLASS LITE. 4.2" H. VINYL LE I I LRING IN AVANT GARDE BOLD TYPEFACE CENTERED BETWEEN GLASS LITE & DOOR JAMB. SEE DOOR SCHEDULE FOR SPECIFIC SIGNAGE REQUIRED. 5, 5/8" TYPE "X" GYP. BD., TYP. 6. CONT. CAULK PAINTED TO MATCH ADJACENT WALL SURFACE, TYP. 7. FIRE - TREATED WD. BLOCKING, TYP. 8. 16 GA, COLD -ROLLED BLACK IRON STEEL HORZ. BRACING ABOVE DOOR FRAME. (MAX. 16" FROM TOP). EXTEND A MIN. OF 24" PAST VERT. FACE OF FRAME TO STABILIZE DOOR ASSEMBLY. FASTEN TO EACH STUD W /CUP ANGLE SCREWED SOLID, TYP. 9. WELDED H.M. DOOR FRAME, TYP. 10.40" H. x WIDTH OF DOOR, 18 GA. BRUSHED ALUM. ARMOR PLATE, BOTH SIDES OF DOOR, TYP, 4 DOOR'D' SCALE: 1/4" = 1' -0" CLEAR TEMPERED GLASS LITE 5 6 FRAMING DETAIL N.T.S. 5 TYP. 5 6 N SCALE: 3" = 1' -0" 2" JAMB DETAIL 7 8 RESPONSIBILITY SCHEDULE VERIFY IN FIELD ALL EXISTING CONDITIONS TO DETERMINE IF THE PROPOSED DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS CAN BE PROVIDED AS INTENDED PRIOR TO ANY INSTALLATION OR FABRICATION. IF THERE IS ANY VARIATION NOTED OR DISCOVERED IN THE CONSTRUCTION PROCESS INCLUDING ANY DESIGN OR CONSTRUCTION CONFLICTS, DISCREPANCIES, MATTERS THAT ARE UNCLEAR, ERRORS, OR OMISSIONS, THE CONTRACTOR 15 REQUIRED TO CONTACT THE ARCHITECT FOR INSTRUCTION AND /OR RESOLUTION PRIOR TO FABRICATION OR INSTALLATION. THE ARCHITECT SHALL HAVE THE AUTHORITY TO ACT AS THE INTERPRETER OF THE CONSTRUCTION DOCUMENTS AND FINAL MEDIATOR ON RELATED ISSUES. PARTITION TYPES REFER ALSO TO WALL SECTIONS - SHEET A2.1 Al 3 -5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. W/ (1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO B./ DECK, FIRE TAPE /SEAL PER CODE TO PROVIDE 1 HR. RATED CONSTRUCTION. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. A2 3 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. A3 3 -5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. AND FRAMING TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. B1 3 -5/8" 20 GA. MTL, STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. B2 3 -5/8" 20 GA. MTL, STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. B3 3 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON EACH SIDE. G.B. TO HEIGHT AS NOTED ON DRAWINGS. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. 3 - 5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. C2 1 -5/8" 20 GA. MTL. STUD FRAMING @ 16" O.C. W /(1) LAYER 5/8" TYPE 'X' G.B. ON ONE SIDE. G.B. TO B./ DECK, UNLESS NOTED OTHERWISE. PROVIDE WATER RESISTANT G.B. @ WET LOCATIONS. (E) MTL STUD PARTITION BY LANDLORD. PROVIDE (I) LAYER 5/8" TYPE 'X' G.B. ON TENANT'S SIDE (IF NOT EXISTING). EXTEND TO 6" ABOVE ACOUSTICAL TILE CEILING AS NOTED ON DRAWING. El (E) MTL. STUD PARTITION BY LANDLORD. PROVIDE (1) LAYER 5/8" TYPE 'X' G.B. ON TENANT'S SIDE (IF NOT EXISTING). EXTEND TO B /DECK, FIRE TAPE /SEAL PER CODE TO PROVIDE 1 HR. RATED CONSTRUCTION @ TENANT DEMISING PARTITIONS OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FLOOR AREA: SALES /RETAIL AREA: STOCKROOM AREA (INCL. SECURE STORAGE, TOILET RMS, ETC.): EXIT HALLWAY: TOTAL GROSS FLOOR AREA: OCCUPANT LOADS: SALES AREA STOCKROOM AREA: TOTAL OCCUPANTS: EXITS: WIDTH OF EXITS: NUMBER OF EXITS: MAX. TRAVEL DISTANCE TO EXIT ALLOWED: ADJ. A.F.F. A.T. B/ B.B. BLK. C.J. CLG. CLR. CONC. CONSTR. CONT. CONTR. CPT. CT Q (DIAM.) D. D,F. DIM. (E) E.J. ELEV. EQ. EXT. ADJUSTABLE ABOVE FINISH FLOOR ACOUSTICAL TILE BOTTOM OF BALL BEARING BLACK CONTROL JOINT CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CARPET CERAMIC TILE DIAMETER DEEP DRINKING FOUNTAIN DIMENSION EXISTING EXPANSION JOINT ELEVATION EQUAL EXTERIOR F.E. F.F. FL. F.T. GA. G.B. G.C. Al ] COVER SHEET A1.2 SPECIFICATIONS A1.3 SPECIFICATIONS A2.1 FLOOR PLAN A2.2 FINISH FLOOR PLAN A3.1 REFLECTED CEILING PLAN A4.1 INTERIOR ELEVATIONS A5.1 STOREFRONT PLAN & REFLECTED CEILING PLAN A5.2 STOREFRONT ELEVATIONS & DETAILS A5.3 STOREFRONT SECTIONS & DETAILS A6.1 ENLARGED PLANS AND DETAILS A7.1 FIXTURE DETAILS finishlinemco GL. H. H.M. HT. JT. L. L.L. MAX. MIN. MTD. MTL. MWK. O.C. O.H. OPN'G. P.O.S. AREA MAP ABBREVIATIONS FIRE EXTINGUISHER FINISH FLOOR FLOOR FIRE TREATED GAUGE GYPSUM BOARD GENERAL CONTRACTOR GLASS HIGH HOLLOW METAL HEIGHT JOINT LENGTH LANDLORD MAXIMUM MINIMUM MOUNTED METAL MILLWORK ON CENTER OVERHEAD, OPPOSITE HAND OPENING POINT OF SALE (CASH REGISTER) SET INDEX A51.1 AS1.2 MI M2 M3 M4 GROUP M - MERCANTILE TYPE II -B, FULLY SPRINKLERED 1,927 SQ. FT. 1,838 SQ. FT. 172 SQ. FT. 3,937 SQ. FT. 1,927 5.F. _ 30 S.F. /OCCUPANT = 65 OCCUPANTS 1,838 S.F. _ 300 S.F. /OCCUPANT = 7 OCCUPANTS 72 OCCUPANTS 72 OCCUPANTS x 0.15" /OCCUPANT = 11" EXIT WIDTH REQUIRED / 106" PROVIDED 72" @ MALL ENTRANCE 34" @ ADDITIONAL EXIT 2 EXITS REQUIRED AND 2 PROVIDED. 250 FT. (ACTUAL 64 FT.) PT. PTD. R REF. PT. REQ'D. REV. S.C. S.E. SIM. 5.5. STD. TI TEMP. TYP. U.N.O. V.I.F. VCT W. W/ W /OUT WD. WE PAINT PAINTED RADIUS REFERENCE POINT REQUIRED REVISION SOLID CORE SELF EDGED SIMILAR STAINLESS STEEL STANDARD TOP OF TEMPERED TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VINYL COMPOSITION TILE WIDE WITH WITHOUT WOOD WOOD FLOORING MECHANICAL HVAC PLAN & NOTES PLUMBING PLAN, RISERS, DETAILS & NOTES MECHANICAL SCHEDULES, DETAILS & NOTES MECHANICAL SPECIFICATIONS CODES AND /OR STANDARDS: 0111/11,01 tO • BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE W/ WASHNGTON STATE AMENDME of constmcdon documents • MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE • T of any adopted code or act • ELECTRIC CODE 2005 NATIONAL ELECTRIC CODE W/ WASHINGTON STATE AMENDMENTS the • PLUMBING CODE: 2006 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 101mnd Hold +0Y and • ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE W/ WASHINGTON STATE AMENDMENTS • FIRE / LIFE SAFETY CODE: 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS BY • ANSI Al 17.1 - 2003 W/ WASHINGTON STATE AMENDMENTS • D • 2004 RCW 51 -40 -1107 WASHINGTON STATE ACCESSIBILITY CODE • GUIDE OF THE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR CONDITIONING ENGINEERS (ASHRAE) City Tukwila UNDERWRITERS LABORATORIES • LANDLORD'S FIRE INSURANCE UNDERWRITER • APPLICABLE GOV'T AGENCIES, INCL BUT NOT LIMITED TO OSHA, EPA, ETC. • APPLICABLE STATE AND CITY BUILDING CODES & THE REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE SHOPPING CENTER. BUILDING DIVISIOt EP R dTE PERMIT REQUIRED FOR: ifriviecrianicai Electrical Plumbing [(Gas Piping City of Tukwila 1 BUILDING DIVISION AUDIO /SECURITY REFLECTED CEILING PLAN AUDIO /SECURITY NOTES & DETAILS DEC 2 0 2007 El ELECTRICAL SYMBOLS, SCHEDULES & RISERSPERMIT CENTER E2 ELECTRICAL LIGHTING PLAN & POWER PLAN E3 PANEL SCHEDULES & PARTIAL PLAN E4 ELECTRICAL SPECIFICATIONS I SYMBOLS (DWG. #) (SHEET #) (DWG. #) (SHEET #) 12' -6" A.F.F. B /G.B. CLG. md i aatauthadze MALL ADDRESS: SOUTHCENTER 633 SOUTHCENTER SEATTLE, WA 98188 206.246.7400, PHONE M &MA #7059 FINL STORE #896 8446 tO7 • `I DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.79 94 FAX: 512.912.79 95 A F -2 #01 ELEVATION SYMBOL I SECTION DETAIL CENTERLINE PARTITION TYPE DOOR NUMBER NOTES IF REQ'D, STOCKROOM SHELVING TO BE UNDER SEPARATE PERMIT, SUBMITTED BY SHELVING MANUFACTURER. SIGNAGE AND FIRE SYSTEMS WILL BE UNDER SEPARATE PERMITS, IF REQ'D. LANDLORD INFORMATION LANDLORD: WESTFIELD GROUP 11TH FLOOR 11601 WILSHIRE BLVD. LOS ANGELES, CA 90025 TENANT COORDINATOR: JOSHUA KIMMEL 310.893.4761, PHONE ISTERED C1IITECT r1 DWAYNE A. MANN STATE OF WASHINGTON ELEVATION HEIGHT REVISION KEYNOTE FINISH KEY All drawings, specifications, and designs © Dwayne A. Mann Architect. 2007 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR Finis' rw :.' in mninm.finishilne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1 425 COVER SHEET ALl DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK 1.1 RELATED DOCUMENTS A. Drawings (including these Specifications) and general provisions of Owner - Contractor Agreement, including AIA Document A201- General Conditions as modified by any Supplementary Conditions issued by the Owner, shall govern the Work. B. Drawings and Specifications are intended to be complimentary. Specific information may be found in either or both. Written dimensions hold preference over scaled dimensions. Do not scale drawings. 1.2 GENERAL A. General Contractor and each subcontractor must visit site to verify all conditions and dimensions before submitting bids. Prior to initial site visit, arrangements must be made with the Mall management. Report any discrepancies or any conditions which may interfere with the proper execution of the drawings to the Owner. Report discrepancies during bidding process and before start of construction. Extras will not be allowed for job or code compliance conditions after commencement of construction. B. Owner has the right to select or reject any and all bids. C. General Contractor shall be responsible to coordinate and schedule with the Owner all Work on this project, including Work under separate contracts with all Contractors to assure proper execution of the Work. Work shall be done in proper sequence and at proper time so as not to cause any delay in the progress of any trade or of entire project. D. Layouts of equipment, piping systems, duct and conduit runs, etc, are diagrammatic, unless specifically dimensioned, Each Contractor shall provide all necessary setting materials and accessories (hangers, bolts, trapeze materials, etc.) for a complete and sound installation. E. It shall be the full responsibility of the General Contractor to coordinate and expedite all phases of the Work of all trades for the entire project. The General Contractor and all Subcontractors shall provide for any and all overtime necessary to maintain the construction schedule. 1.3 CONTRACTOR USE OF PREMISES A. Contractor shall verify all conditions and criteria with Landlord's on -site coordinator, including the use of assigned loading docks, freight elevators, deliveries, storage, etc. The General Contractor shall be responsible for scheduling and all related fees. B. Contractor shall coordinate with Landlord's on -site coordinator for all work that is required to be done outside the lease line. Contractor is to be responsible for protecting the Landlord and Owner's Work and for any and all patching, cutting and repair that may be required. C. All contractors shall abide by the rules and regulations published by Landlord for conduct, including but not limited to, those pertaining to parking, toilet facilities, safety, delivery of materials and supplies, employee egress to the Center, and trash storage or collection or removal. The General Contractor and Owner's contractors are held responsible for the actions and behavior of all parties under their direction. 1.4 OWNER OCCUPANCY A. The Owner reserves the right to occupy and to place and install equipment in areas of the leased space, prior to Substantial Completion. Such placing of equipment and partial occupancy shall not constitute acceptance of the total Work. 1.5 OWNER FURNISHED ITEMS A. The Owner will provide items as shown on the Responsibility Schedule, The General Contractor's Work includes receiving, handling, protecting and installation of all items, unless noted otherwise. 1. The General Contractor will inspect all deliveries for damage and notify Owner of any damages. If Owner - furnished items are damaged or missing, the Owner will arrange for replacement. 2. The Contractor is responsible for coordinating the delivery dates and for receiving and handling those items at the site. The Contractor is responsible for protecting Owner - furnished items from damage and to repair or replace items damaged as a result of his operations. 3. Contractor shall include the complete cost of the following: uncrating, disposal of crating & wrapping, installation, layout, labor, equipment, supervision & fasteners to install this Work, unless noted otherwise in the Responsibility Schedule, in a first class manner and of highest quality. 1.6 LANDLORD- FURNISHED ITEMS (if applicable) A. The General Contractor is responsible for coordinating directly with the Landlord for receiving, installation and all costs (if any) related to Landlord- furnished items. SECTION 01040 - PROJECT COORDINATION 1.1 COORDINATION A. It is the General Contractor's responsibility to provide supervision as required to work with subcontractors and Owner's subcontractors as one project team. 1. The General Contractor shall provide or rent all tools, welders, generators, fasteners, labor, equipment, supervision, inspections, permits, fees, etc. required for completing entire Project. 2. Provide supervision on day of and day after store turnover. 3. Provide for removal of Owner's subcontractor's refuse. B. Coordinate scheduling and timing to avoid conflicts and ensure orderly progress of the Work. 1.2 SUBMITTALS A. Subcontractors: Within 5 working days prior to commencement of construction, submit a list of all subcontractors' names, addresses, phone numbers, and contact person to Owner and Landlord. B. The General Contractor shall obtain and convey to Owner and Landlord all approvals, tests and inspections with respect to electrical, HVAC, plumbing and telephone work, all as may be required to any agency or utility company. 1.3 GENERAL INSTALLATION PROVISIONS A. The Contractor is responsible for the preparation of all substrates and related conditions required for all components. B. Comply with manufacturer's installation instructions and recommendations. C. Layout of Work: 1. General Contractor is to lay out Work and be responsible for all lines, measurements of the building, and other work executed under the Contract. 2. All dimensions given are from face of finish to face of finish, unless noted otherwise. D. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement. E. Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated, and in accordance with the Americans with Disabilities Act (ADA) and /or local code. F. Provide all fire - retardant wood and /or metal blocking as required for surface /built -in devices, equipment, cabinets, accessories, fixtures, displays, etc. whether or not, the need for blocking is identified on the drawings. 1.4 GENERAL FLOORING INSTALLATION PROVISIONS A. Flooring Contractor is responsible for inspecting and verifying all field conditions of the leased space floor. B. Flooring Contractor must familiarize himself with all specified floor finishes, whether supplied and installed by the Contractor or the Owner's subcontractor, in order to properly prepare the substrate so as the top of all flooring materials align. 1. All floor finishes shall be installed flush in elevation. alignment with each other per transition details. 2. Mall floor elevation shall align with store's entry finish floor. C. Topping Applied to Hardened Concrete (if applicable): 1. Prepare substrate surface per topping manufacturer's specifications. 2. Contractor MUST verify compatibility of floor leveling compound with finish flooring to be applied above it. ONLY install products as recommended by finish flooring manufacturer. D. Failure of topping to bond to substrate (evidenced by a hollow sound when tapped), or disintegration or other failure to perform, will be considered failure of materials and workmanship. Repair or replace in areas of such failures. 1.5 CLEANING AND PROTECTION A. General Contractor is responsible for all cleaning, including Landlord's requirements. B. Premises shall be kept "broom clean" at the completion of each work day. C. Contractor to provide 1/4" masonite protection over entire floor area as required to protect new finishes during construction, up to Substantial Completion. D. Contractor will be responsible for all labor, materials, dumpsters and /or fees, landfill fees and any dumping charges, equipment, and supervision to accomplish all debris removal off -site, including Owner's subcontractors. Contractor will be responsible for meeting all Landlord, local, state, and federal requirements for such dumping. SECTION 01095 - REFERENCE STANDARDS AND CODES 1.1 INDUSTRY STANDARDS A. Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to its construction activity. 1.2 CODES A. All work, materials and installation shall be in strict accordance with all ordinances, state and local building codes, latest edition, the Americans with Disabilities Act (ADA), and follow all applicable Landlord requirements, B. Loads and code restrictions for all design considerations shall conform to the local and state codes, and all governing codes. C. The General Contractor shall obtain and pay for all required permits and inspections. D. The General Contractor is responsible for compliance with the provisions of the Occupational Safety and Health Act, latest edition. 1.3 SUBMITTALS A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, receipts for fee payments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work, and as required in the Contract. SECTION 01300 - SUBMITTALS 1.1 SUBMITTAL REQUIREMENTS A. Along with administrative submittals required in other Sections of the Specifications, Shop Drawing and Product Data submittals are required whenever existing site conditions, Landlord criteria or the Contractor proposes or requires any modification of details, materials, equipment or methods of construction from those shown in the Contract Documents. B. The Contractor shall not proceed with Work that deviates from the Contract Documents before notifying the Owner of the possible modification and receiving approval from the Owner and Landlord if required. C. Submittals received from sources other than the Contractor will be returned without action. The General Contractor is responsible for all costs incurred in forwarding the submittals to the Owner, distribution to the subcontractors, and any submittal to the Landlord. D. The General Contractor will keep on -site a log of all submittals. E. Prepare a fully developed construction schedule. Submit within 5 days prior to the date for commencement of the Work. SECTION 01500 - TEMPORARY FACILITIES 1.1 SUMMARY A. General Contractor is responsible for all costs and actions for acquiring, installing and maintaining the temporary facilities needed on -site including but not limited to lighting, telephone (including fax machine), barricades, electrical service /usage and removal, drain down and re- filling of the fire sprinkler system, and ventilation including any Landlord requirements. Include costs for any fees, allowances, or Landlord charges. B. Comply with industry standards and applicable laws and regulations of authorities having jurisdiction. C. Provide barricades as required by Landlord's criteria. D. Install temporary lighting that will fulfill security and protection requirements, and will provide adequate illumination for construction operations (especially application of painting materials). E. Provide temporary telephone service with call waiting service, one telephone and one fax machine for all personnel engaged in construction activities. F. Collect waste daily. Comply with requirements of National Fire Protection Association (NFPA) 241 and Landlord's requirements. 1.2 TERMINATION AND REMOVAL A. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. 1. Materials and facilities that constitute temporary facilities are property of the Contractor. The Owner reserves the right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities that have been used during construction erio d 9 p a. Replace air filters and clean diffusers, inside of ductwork, and housings. b. Replace significantly worn parts and parts that have been subject to unusual operating conditions. c. Replace lamps that are burned out or noticeably dimmed by substantial hours of use. SECTION 01700 - PROJECT CLOSEOUT 1.1 SUBSTANTIAL COMPLETION A. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents, and as required in the Contract Agreement. B. Submit a reproducible form of record drawings to the Landlord as required. Submit record drawings, maintenance manuals, and similar final record information to Owner. C. Deliver spare parts, extra stock, and similar items. D. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, and similar elements. E. Complete final clean up requirements, including touch -up painting. Touch -up and otherwise repair and restore marred exposed finishes. F. Submit "Material Safety Data Sheets" to the Landlord and Building Code Officials (if applicable) for all composition construction materials (mastics, composition tile, etc.) certifying that those materials do not contain asbestos or other hazardous materials. 1.2 FINAL ACCEPTANCE A. Provide Owner with all Final Waiver of Liens from each entity. B. Submit the final payment request with releases not previously submitted and accepted. C. Submit a Certificate of Occupancy. D. General Contractor must provide Owner with a copy of the Landlord's Final Inspection report, showing proof that the Contractor has fulfilled all Landlord requirements. E. Provide "Tenant Contractor's Affidavit of Payment" as required by the Landlord. 1.3 CLOSEOUT PROCEDURES A. Arrange for each installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. 1.4 FINAL CLEANING A. Employ professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 1. Remove labels that are not permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compound and other substances. Replace chipped or broken glass and other damaged materials. 3, Clean exposed hard - surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Vacuum carpeted surfaces. Mop clean all hard - surfaced floors or as recommended by manufacturer. 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean light fixtures and lamps. 5. Clean the site, of rubbish, litter and other foreign substances. Remove stains, spills and other foreign deposits. SECTION 01740 - WARRANTIES AND INSURANCE 1.1 WARRANTY REQUIREMENTS A. All Work shall be warranted for one (1) year after date of Substantial Completion. B. When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. C. When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. D. Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. E. Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.2 INSURANCE A, The General Contractor is to secure, pay for and maintain for all periods of construction and fixturing Work within the premises, all of the insurance policies required and in the amounts as determined by Landlord or Owner requirements. Contractor shall not commence any Work until all required insurance has been obtained and certificates of such insurance have been delivered to Landlord and Owner. 1. All insurance policies required under this exhibit, except as noted above, shall include the Owner, its consultants, Architect, Landlord, and those entities listed on the lease as additional insured, except the worker's compensation insurance; further provided, said worker's compensation insurance shall contain an endorsement waiving all rights of subrogation against the Owner, Architect and Landlord. B. The following minimum coverage is required, verify with Landlord for required liability limits: 1. Workman's Compensation and Occupational Disease. 2. Commercial General Liability Insurance. 3. Comprehensive Automobile Liability Insurance, 4. Owner's and Contractor's Protective Liability Insurance. 5. Builder's Risk Insurance. C. Certificates of insurance shall provide that no reduction in the amounts or limits of liability or cancellation of such insurance coverage shall be undertaken without prior 30 day written notice to Landlord, Owner, Architect and L.L.'s required additional insureds. DIVISION 5 - METALS SECTION 05521 - PIPEJ TUBE SYSTEMS 1,1 PERFORMANCE REQUIREMENTS AND SUBMITTALS A. Engineer, fabricate, and install systems to withstand the following structural loads without exceeding the allowable design working stress of the materials for anchors, and connections. B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.2 METALS A. Provide metals free from surface blemishes where exposed to view in the finished unit. Exposed -to -view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable. B. The display system, handrails, floor fixtures (trenches, etc.) shall be constructed from standard weight (schedule 40), black finish, iron pipe with malleable cast iron, slip -on, threadless pipe fittings conforming to American Society for Testing and Materials (ASTM) A47 -77 -32510 as regularly supplied by Kee Industrial Products, Inc., Buffalo, NY (800) 851 -5181. 1, All fittings shall be secured to the pipe by zinc plated set screws with a case hardened cup point. The minimum outside diameter of the set screws shall be .650" O.D. with a nominal I.D. pipe size of 1 -1/2 ". 1.3 FASTENERS, AND ANCHORS A. Select fasteners of the type, grade, and class required to produce connections that are suitable for anchoring pipe to other types of construction indicated and capable of withstanding design loadings. Provide exposed fasteners for interconnecting components and their attachment to other work. 1.4 INSTALLATION, GENERAL A. Install system per manufacturer's specifications and instructions. B. Fabricate systems to comply with requirements indicated for design, dimensions, details, finish, member sizes, spacings, and anchorage, but not less than those required to support structural loads. C. Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors to interconnect tubing system members to other construction. D. Mount system on gypsum board assemblies only where reinforced to receive anchors and where the location of concealed reinforcements has been clearly marked. E. Fit exposed connections accurately together to form tight joints. F. Set systems accurately in location, alignment, and elevation, measured from established lines and levels and free from rack. 1. Set posts plumb within a tolerance of 1/4 inch in 12 feet. 2. Align rails so that variations from level for horizontal members do not exceed 1/4 inch in 12 feet. G. Provide anchorage devices and fasteners where necessary for securing tubing systems to in -place construction. H. Protect finishes of systems from damage during construction period with temporary protective coverings approved by manufacturer. Remove protective coverings at time of Substantial Completion. DIVISION 6 - WOOD AND PLASTICS SECTION 06105 - MISCELLANEOUS CARPENTRY 1.1 LUMBER, GENERAL A. Furnish lumber manufactured to comply with Product Standard of NBS (U.S. Dept. of Commerce) PS 20 "American Softwood Lumber Standard" and with grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. B. Provide fire- retardant treated materials. C. Dressed lumber, 545, unless otherwise indicated. D. S -DRY, KD 19 or MC 19 (19 percent maximum moisture content). E. No. 2 or standard grade, 2 Common, or Construction Boards. F. Electrical/Telephone Backing Panels: C-D Plugged, Exposure 1 plywood panels, fire- retardant treated, 3/4 inch nominal thickness. 1.2 INSTALLATION, GENERAL A. Install members plumb and true to line and level. B. Securely fasten miscellaneous carpentry as indicated and according to applicable codes and recognized standards. C. Countersink nail heads on exposed carpentry work and fill holes. D. Use fasteners of appropriate type and length. Pre -drill members when necessary to avoid splitting wood. E. Construction Panels: Comply with applicable installation recommendations in American Plywood Association (APA) Form E30 "Design /Construction Guide - Residential & Commercial." 1. Electrical/Telephone Backboards: Contractor shall verify and coordinate exact size and location of panels with Electrical Contractor and the existing conditions. DIVISION 8 - DOORS AND WINDOWS SECTION 08111 - STANDARD STEEL DOORS AND FRAMES 1.1 GENERAL A. Provide factory primed doors and frames to be field painted. B. Provide doors and frames complying with Steel Door Institute (SDI) "Recommended Specifications Standard Steel Doors and Frames" American National Standards Institute (ANSI) ANSI /SDI -100 and as herein specified. C. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies whose fire resistance characteristics have been determined per ASTM E 152 and which are labeled and listed by UL, or other testing and inspecting organization acceptable to authorities having jurisdiction. 1.2 MATERIALS AND FRAMES A. Cold - Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. B. Supports and Anchors: Fabricate of not less than 18 -gage sheet steel. C. Inserts, Bolts, and Fasteners: Manufacturer's standard units. D. Shop Applied Paint: Apply after fabrication. 1. Primer: Rust - inhibitive, suitable for specified paints complying with ANSI A224.1. E. Provide metal frames for doors as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 18 -gage cold - rolled steel. F. Door Silencers: Drill stops to receive 3 silencers on strike jamb. 1.3 FABRICATION AND INSTALLATION A. Fabricate frames, stiffeners, reinforcement, and edge channels, from cold - rolled steel. B. Locate hardware in accordance with "Recommended Locations for Builder's Hardware on Std Steel Doors & Frames," published by Door & Hardware Institute (DHI), or per code. C. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. D. Check and readjust operating hardware items, leaving doors and frames undamaged and in complete and proper operating condition. SECTION 08211 - FLUS1'i WOOD DOORS 1.1 QUALITY ASSURANCE AND WARRANTY A. Quality Standards: Comply with the following standards: 1. I.5,1 "Industry Standard for Wood Flush Doors ", of National Wood Window and Door Association (NWWDA). 2. "Architectural Woodwork Quality Standards "; including Section 1300 "Architectural Flush Doors ", of Architectural Woodwork Institute (AWI) for grade of door, finish and other requirements exceeding those of NWWDA quality standard. B. Provide doors which are identical in materials and construction to units tested in door and frame assemblies per ASTM E 152 and which are labeled and listed for ratings indicated by UL, or other testing and inspection agency acceptable to authorities having jurisdiction. C. Provide written warranty in door manufacturer's standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors that have warped (bow or twist) or that show telegraphing of core construction in face veneers, or do not conform to tolerance limitations of referenced quality standards. 1.2 INTERIOR FLUSH WOOD DOORS A. Solid Core Doors for Opaque Finish: Comply with the following requirements: 1. Faces: Any closed -grain hardwood of mill option. AWI Grade: Custom. B. Shop prime exposed portions of doors with one coat of wood primer. 1.3 INSTALLATION AND PROTECTION A. Install wood doors to comply with manufacturer's instructions and of referenced AWI standard and as indicated. 1. Install fire -rated doors in corresponding fire -rated frames in accordance with requirements of NFPA No. 80. B. Protect doors as recommended by manufacturer to ensure that doors will be without damage or deterioration at time of Substantial Completion. SECTION 08305- ACCESS DOORS 1.1 QUALITY ASSURANCE A. Fire -Rated Door Assemblies (if applicable): Provide units that comply with NFPA 80, are identical to door and frame assemblies tested for fire -test- response characteristics per test method as indicated below, and are labeled and listed by UL, or other testing and inspecting agency acceptable to authorities having jurisdiction. 1. Test Method for Vertical Installations: ASTM E 152. 2. Test Method for Horizontal Installations: ASTM E 119. 1.2 MATERIALS - Provide trimless, flush access doors for gypsum board as required. A. Steel: 14 gauge door and 14 gauge mounting frame both with factory applied prime coat of grey baked enamel. B. Door: Flush to edge of frame. C. Frame /Flange: Galvanized steel drywall taping bead on all sides with prepunched holes. D. Hinge: Continuous, concealed. E. Latch: Screwdriver - operated cam latch. F. Manufacturer: Acudor #DW -5040 (for non -fire -rated applications), or equal. 1.3 INSTALLATION A. Preparation: Advise installers of other work about specific requirements relating to access door installation, including sizes of openings to receive access door and frame, as well as locations of supports, inserts, and anchoring devices. Furnish inserts and anchoring devices for access doors that must be built into other construction. B. Comply with manufacturer's instructions for installing access doors. C. Install concealed -frame access doors flush with adjacent finish surfaces. D. Adjust hardware and panels after installation for proper operation. E. Remove and replace panels or frames that are warped, bowed, or otherwise damaged. SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS 1.1 SYSTEM PERFORMANCE REQUIREMENTS A. Provide aluminum entrance and storefront assemblies that comply with performance characteristics specified, as demonstrated by testing the manufacturer's corresponding stock assemblies according to test methods indicated. B. Design the aluminum entrance and storefront framing systems to provide for expansion and contraction of the component materials. 1. The system shall be capable of withstanding a metal surface temperature range of 180 degrees without buckling, failure of joint seals, undue stress on structural elements, damaging loads on fasteners, reduction of performance, stress on glass, or other detrimental effects. C. Provide storefront systems that comply with structural performance indicated. There shall be no glass breakage or permanent damage to fasteners, anchors, hardware or actuating mechanism. Framing members shall have no permanent deformation in excess of 0.2 percent of their clear span. 1.2 SUBMITTALS A. Provide product data for the storefront system including recommendations for maintenance and cleaning of surfaces. B. Provide shop drawings for the storefront system including the following: layout and installation details, including relationship to adjacent work; elevations; detail sections of typical composite members; anchors and reinforcement; hardware mounting heights; and glazing details. C. Provide samples of each specified color and finish on 12 inch long sections of extrusions or formed shapes. 1.3 QUALITY ASSURANCE, PROJECT CONDITIONS AND WARRANTY A. Provide aluminum entrances and storefront systems produced by a firm experienced in manufacturing systems that are similar to those indicated for this project and that have a record of successful in service performance. B. Check openings by accurate field measurement before fabrication. Show recorded measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of the work. C. Submit a written warranty, executed by the manufacturer, agreeing to repair or replace units that fail in materials or workmanship for a period of three years after Substantial Completion. Failures include, but are not necessarily limited to: structural failure including excessive deflection, faulty operation; ty deterioration of metals, metal finishes and other materials beyond normal weathering. 1.4 MANUFACTURERS A. Subject to compliance with requirement, manufactures offering entrance and storefront systems that may be incorporated in the work include, but are not limited to, the following: Amarlite Architectural Products, Dawson Metal Company, Inc., EFCO Corporation, Kawneer Company, Inc., United States Aluminum Corp., and Vistawall Architectural Products. 1.5 MATERIALS A. Aluminum members: Alloy and temper recommended by the manufacturer for strength, corrosion resistance, and application of required finish; comply with ASTM B 221 for aluminum extrusions, ASTM B 209 for aluminum sheet or plate, and ASTM B 211 for aluminum bars, rods and wire. B. Comply with requirements of "Glazing" section of these specifications. C. Fasteners: Provide fasteners of aluminum, nonmagnetic stainless steel, zinc plated steel, or other material warranted by the manufacturer to be noncorrosive and compatible with aluminum components, hardware, anchors and other components. 1.6 COMPONENTS A. Provide storefront and entrance framing systems fabricated from extruded aluminum members of size and profile indicated. Include subframes and other reinforcing members of the type indicated. Provide for flush glazing storefront from the exterior on all sides without projecting stops. Shop fabricate and preassemble frame components where possible. Provide storefront frame sections without exposed seams. 1.7 FABRICATION A. Separate dissimilar metals with bituminous paint, or a suitable sealant, or a nonabsorptive plastic or elastomeric tape, or a gasket between the surfaces. Do not use coatings containing lead. B. Maintain accurate relation of planes and angles with hairline fit of contacting members. C. Conceal fasteners wherever possible. 1.8 FINISHES A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Class I Clear Anodized Finish: AA- M12C22A41 (Mechanical Finish: as fabricated, nonspecular; Chemical Finish: etched, medium matte; Anodic Coating: Class I Architectural, clear film thicker than 0.7 mil) complying with AAMA 607.1. 1.9 INSTALLATION A. Comply with manufacturer's instructions and recommendations for installation. SECTION 08710 - DOOR HARDWARE 1.1 HINGES, LATCHES, CLOSERS AND PLATES A. Provide only template- produced hinge units. B. Except as otherwise indicated, provide hinge pins as follows: 1. Interior Doors: Non - rising pins. 2. Tips: Flat button and matching plug, finished to match leaves. C. Provide not less than 3 hinges per door leaf for doors 90 inches or less in height and one additional hinge for each 30 inches of additional height. D. Provide manufacturer's standard wrought box strike for each latch bolt, with curved lip extended to protect frame, finished to match hardware set. E. Closers shall comply with ANSI A117.1, for door opening force and delayed action closing. F. Fabricate brushed aluminum, (U.S. 18 gage) protection plates not more than 1 -1/2 inches less than door width on both sides, by height indicated. 1.2 INSTALLATION A. Mount hardware units at heights indicated by DHI, except as specifically indicated or required to comply with governing regulations. B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Do not install surface - mounted items until finishes have been completed on the substrates involved. C. Set threshold in full bed of sealant. D. Adjust each operating item to ensure proper operation or function. 1. During the week prior to occupancy, make final check and adjustment of all items, Clean items as necessary to restore proper function and finish. SECTION 08800 - GLAZING 1.1 SYSTEM PERFORMANCE REQUIREMENTS A. Provide glazing systems that are produced, fabricated, and installed to withstand normal movement and loading without failure including loss attributable to: defective manufacture, fabrication, and installation; failure of sealants or gaskets; deterioration of glazing materials; and other defects in construction. B. Glass thicknesses indicated are for detailing only. Confirm glass thicknesses by analyzing Project loads and in- service conditions. C. Comply with published recommendations of glass manufacturer and Flat Glass Marketing Association (FGMA) Publications. 1.2 PRODUCTS A. Heat- Treated Float Glass: Uncoated, Clear, Heat - Treated Float Glass: ASTM C 1048, Condition A (uncoated surfaces), Type I (transparent glass, flat), Class 1 (clear), Quality q3 (glazing select), kind FT (fully tempered) where indicated. 1. Ease and polish all edges. B. Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85, ±5, D. Silicone: Continuous black material to limit glass lateral movement at head and sill condition. Provide clean, smooth, tooled joint. E. Clips: Low profile glass clips to stabilize glazing system. Locate at each vertical joint at storefront. 1.3 FABRICATION AND INSTALLATION A. Fabricate glass and other glazing products in sizes required to glaze openings indicated, with edge and face clearances, edge and surface conditions, and bite complying with recommendations of product manufacturer and referenced glazing standard as required. B. Comply with combined recommendations of manufacturers except where more stringent requirements are indicated, including those in referenced glazing publications. C. Install setting blocks, sized and located to comply with referenced glazing standard, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. D. Remove nonpermanent labels, and clean surfaces. E. Provide glazing labels designating the type and thickness of glass as required by code. oi 4 2- RECEIVE DEC ? , 0 2007 PERMIT CEN I t 7 r.7 e: 7 ,P .y • i ttn 1 - ," r,,,7-:.;,--, r' f* r ' - r i i All drawings, specifications, and designs © Dwayne A. Mann Architect. 2007 11.07.07 11.02.07 DATE M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.79 94 FAX: 512.912.79 95 t. LLi DWAYNE A. MANN STATE OF WASHINGTON PERMIT, L.L. REVIEW, BID OWNER REVIEW ISSUED FOR Finis , :: me www.lifnishilne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 SPECIFICATIONS A1.2 DIVISION 9 - FINISHES SECTION 09255 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL AND PRODUCTS - The Contractor is solely responsible for the engineering , design and installation of all framing and gypsum board assemblies as required. 1.1 DEFINITIONS AND QUALITY ASSURANCE A. Refer to ASTM C 11 and GA -505 for definitions of terms. B. Where fire -rated gypsum board assemblies are indicated, provide materials and construction identical to those tested per ASTM E 119. C. All conditions noted as existing are based on the best information currently available at the time of preparation of these drawings. The Contractor is to verify all conditions before starting work. Should conditions arise which are different from those shown on the drawings, the Architect shall be notified immediately and additonal drawings based on more accurate information will be prepared. D. It is the Contractor's sole responsibility to determine erection procedure and sequence and insure the safety of the builindg and its component parts during erection. This includes the addition of whatever shoring, temporary bracing, etc. That may be necessary. Such material shall remain the Contractor's property after completion of the project. 1.2 STEEL FRAMING COMPONENTS FOR CEILINGS AND PARTITIONS A. Provide components complying with ASTM C 754 for materials, sizes and spacings unless otherwise indicated. B. Wire for Hangers and Ties: ASTM A 641, as required by local code or ceiling grid suspension manufacturer, 12 gauge minimum. C. Channels: Cold - rolled steel, 0.05980 inch minimum thickness of base (uncoated) metal and 7/16 inch wide flanges. D. Steel Studs and Runners: ASTM C 645, with flange edges bent back 90 degrees and doubled over to form 3/16 -inch minimum lip (return). All steel studs shall be manufactured by Cemco per ICBO Report 3403. Use 362ECS20 studs at 16" o.c. throughout unless noted otherwise. All tracks shall be 362SLT18 unless noted otherwise and shall be screwed to each stud with 1 - #8 sheet metal screw to each flange unless noted otherwise. E. Steel Ceiling Track: Flex Track System, SET Series, by Delta Star, Inc. 800 - 368 -3017, or equal. Track operates as a slip joint, by means of "V" shapes on the sides of the track that "give" when pressure is applied, preventing cracking due to deflection. E. Steel Rigid Furring Channels: ASTM C 645, hat - shaped, depth of 7/8 inch. F. Fasteners for Metal Framing: Provide fasteners of type, material, size, corrosion resistance, holding power, and other properties as required; complying with the recommendations of gypsum board manufacturer. G. Grid Suspension System for Gypsum Board Interior Ceilings: ASTM C635, C636, C645, and C754. Manufacturer's standard heavy duty direct -hung double -web grid suspension system composed of main beams and cross furring members that interlock to form a modular supporting network for the screw attachment of gypsum board. System shall be "Donn Rigid X Drywall Suspension System" by USG, or approved equal. All materials and fabrication techniques shall be followed as specified by the manufacturer. The Contractor is solely responsible for the engineering , design and installation of the complete system. H. All electrodes shall be E60XX. Since the stresses in the welds are less than one -half of the allowable, field welding need not be inspected. I. All threaded rod shall conform to ASTM A307. J. All shot pins shall be Hilti DNP 8 pins (.145" diameter shank x minimum 1 -1/2" long) with 14 gauge washers installed per ICBO Report 2388. 1.3 GYPSUM BOARD PRODUCTS A. Provide in maximum lengths available to minimize end -to -end butt joints. B. Gypsum Wallboard: ASTM C 36, Type X, 5/8 inch thick. Provide water - resistant gypsum board at all wet locations. Use multiple layers of less thick gypsum board to achieve flexibility as required at certain locations. 1.4 ACCESSORIES, JOINT TREATMENT, AND MISCELLANEOUS MATERIALS A. Corner beads, edge trim, and control joints complying with ASTM C 1047 and requirements indicated below: 1. Cornerbead on outside corners, unless otherwise indicated, #103 by USG Corp. 2. L -bead #200 -B by USG Corporation. B. Provide joint treatment materials complying with ASTM C 475 and the recommendations of the manufacturer. C. Texture Finish Products: 1. Primer: Of type recommended by manufacturer. 2. Orange Peel Finish: Factory- packaged joint compound mixed with water at Project site for spray application to produce a light- spatter finish texture. a. Submit sample for approval. PART 2 - EXECUTION 2.1 INSTALLING STEEL FRAMING, GENERAL A. Install steel framing to comply with ASTM C 754 and with ASTM C 840, B. Install framing, blocking, and bracing to support fixtures, furnishings, or similar construction. Comply with details indicated and with recommendations of gypsum board manufacturer or with "Gypsum Construction Handbook" published by USG. C. Isolate steel framing from building structure to prevent transfer of loading imposed by structural movement. D. All steel stud vertical members shall be 362ECS20 Cemco metal studs unless noted otherwise. Provide (3) #8 sheet metal screws at all intersections, unless noted otherwise. E. All steel stud horizontal members shall be 362ECS18 for spans 8 feet or more and 362ECS20 for spans less than 8 feet unless noted otherwise. Provide (3) #8 sheet metal screws at all intersections unless noted otherwise. F. All steel stud braces shown shall be 362ECS20 Cemco metal studs. G. Provide 18 gauge bridging at midspan of ceiling joists for spans over 6 feet long. Bridging not required with plywood or drywall on both sides of joists. H. Grid Suspension System: Install according to manufacturer's specifications, including lateral bracing as required. The Contractor is solely responsible for the engineering , design and installation of the complete system. 2.2 INSTALLING STEEL FRAMING FOR PARTITIONS A. Extend partition framing full height to structural supports, except where indicated otherwise. Cut studs 1/2 inch short of full height. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 1. For fire- resistive -rated partitions required to extend to the underside of floor /roof decks, install framing as needed to support gypsum board closures needed to make partitions continuous. B. Install studs in sizes and at spacings indicated, but not less than that required by the referenced standard to comply with max. deflection and min. loading requirements. C. Frame door opening to comply with GA -219, and recommendations of manufacturer. Attach vertical studs at jambs with screws either directly to frame or to jamb anchor clips on frame; install runner track section at head and secure to jamb studs. 2.3 APPLYING AND FINISHING GYPSUM BOARD A. Install and finish gypsum panels to comply with ASTM C 840 and GA -216. B. Install panels to minimize the number of abutting end joints. C. Install edge trim where edge of gypsum panels would otherwise be exposed or semi - exposed. Provide type of flange formed to receive joint compound. D. Apply joint treatment at gypsum board joints (both directions); flanges of corner bead, edge trim, and control joints; fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for finish. 1. Skim coat surface as required at curving partitions. E. Texture Finish: Apply at gypsum board partitions in Sales Area which are to receive paint finish. Prepare and apply primer to gypsum panels according to manufacturer's instructions. Mix and apply finish using powered spray equipment to produce a uniform non - directional texture matching approved samples, free of starved sports or other evidence of thin application or of application patterns. SECTION 09300 - TILE 1.1 GENERAL AND PRODUCTS A Contractor shall supply all tile, grout, leveling materials, and all related components and accessories for a complete installation. B. Tile shall be as indicated in the Finish Key (Cover Sheet) and shall conform to requirements of ANSI A137.1 -1988. C. Setting Materials: Multi- Purpose Ceramic Tile Mastic, per ANSI A108.4 and ANSI A136.1. Trowel applied, organic adhesive exceeding the requirements of ANSI A136.1, Types I and II. Acylic co- polymer latex, 50 -90 minutes adjustability time, 550 PSI minimum dry shear strength. D. Grouting Materials: Polymer - modified grout per ANSI A118.6. 1. All grout between black and white tile shall be black, Mapei's Classic Collection, Ultra /Color #10 Black, or approved equal. (800)42 - MAPEI. 2. All grout between black and black tile shall be black, Mapei's Classic Collection, Ultra /Color #10 Black, or approved equal. (800)42 - MAPEI. 3. All grout between gray and white tile shall be gray, Mapei's Classic Collection, Ultra /Color #27 Silver, or approved equal. 4. All grout between black and gray tile shall be black, Mapei's Classic Collection, Ultra /Color #10 Black, or approved equal. (800)42 - MAPEI. 5. All grout between white and white tile shall be gray, Mapei's Classic Collection, Ultra /Color #27 Silver, or approved equal. 6. All grout between gray and gray tile shall be gray, Mapei's Classic Collection, Ultra /Color #27 Silver, or approved equal. 7. All grout at Landlord's tile shall match existing. E. Metal Edge Strips: As indicated. 1.2 INSTALLATION, GENERAL A. Acceptability of Surfaces: 1. Before tiling, verify that all surfaces to be tiled are true to plane and fall within maximum variations for floor leveling substrates as follows: 1/16" in 1` -0 ". 2. Do not tile such surfaces until they are leveled enough to meet above requirements. 3. Before tiling, all surfaces must be free of curing compounds, oil, grease, wax, dust or other substances that would interfere with proper bond of setting materials.B. Comply with all manufacturer's instructions for installation and grouting requirements and techniques. C. Setting Methods: Comply with parts of ANSI 108 series included under "Specifications for the Installation of Ceramic Tile" that apply to type of setting and grouting materials and methods as applicable. Comply with Tile Council of America, Inc. (TCI) "Handbook for Ceramic Tile Installation" for appropriate method of installation . 1. Apply thin coat of mastic with flat edge of trowel to achieve mechanical bond to substrate. Comb additional mastic with notched trowel of size recommended by manufacturer. 2. Apply tile with twisting motion to ensure maximum contact. 3. Press and beat tile into place to obtain 100% contact and bond. D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built -in items for straight aligned joints. 1. All tile joints at Sales Area shall be 1/8" joints. 2. At locations where vertical tile joints occur, corners shall be quirk mitered. E Unless otherwise shown, lay tile in grid pattern. Adjust to minimize tile cutting. Provide uniform joint widths unless otherwise shown. F. Grouting Methods: Follow exactly grout manufacturer's instructions and comply with ANSI A108.1. Grouting is not complete until all grout haze and residues are removed from the surface of the tile. G. Cleaning and protection: Leave finished installation free of cracked, chipped, unbonded or otherwise defective tile work. Clean all grout residue from finished work per manufacturer's specifications. 1. Provide final protection and maintain conditions that ensures that tile is without staining, damage or deterioration. No foot or wheel traffic permitted on floor for at least 3 days after grouting. SECTION 09510 - ACOUSTICAL TILE CEILINGS PART 1 - GENERAL 1.1 QUALITY ASSURANCE A. Provide ceilings that are identical to those tested for the following: 1. Surface Burning Characteristics: Tested per ASTM E84 and complying with ASTM E 1264 for Class A products. 2. Fire - Resistance Ratings: As required by local code by reference to designations in UL "Fire Resistance Directory," for types of assemblies in which acoustical ceilings function as a fire protective membrane and tested per ASTM E 119. B. It shall be Contractor's responsibility to determine whether fire -rated ceiling systems are required, (if not specifically called for) and if so, provide for in initial bid if not specifically called for in drawings. 1.2 ACOUSTICAL CEILING UNITS AND METAL SUSPENSION SYSTEMS A. Provide manufacturers' standard units as indicated that comply with ASTM 1264 classifications. B. Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. 1.3 PREPARATION AND INSTALLATION A. Comply with Reflected Ceiling Plans. B. Install acoustical ceiling systems to comply with ASTM C636 installation standard, manufacturer's instructions and Ceiling and Interior Systems Contractors Association (CISCA) "Ceiling Systems Handbook." C. Suspend ceiling hangers from building structural members and as follows: 1. Install hangers plumb and free from contact with other objects within plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, or other equally effective means, unless otherwise required by local code. 2. When construction produces spacings that interfere with the location of hangers, install supplemental members in form of trapezes or equivalent devices. Size supplemental hangers to support ceiling loads within performance limits established by referenced standards. 3. Secure hangers either directly to structures or to inserts or other devices that are secure and appropriate for substrate, and in a manner that will not cause them to deteriorate or otherwise fail. 4. Do not attach hangers to steel roof deck, only to structural members. 5. Space hangers not more than 4' -0" o.c. along each member supported directly from hangers, unless otherwise shown. SECTION 09650 - RESILIENT FLOORING 1.1 QUALITY ASSURANCE, DELIVERY, STORAGE, AND HANDLING A. Engage an experienced installer who has specialized in installing types of flooring similar to those required for this Project. B. Store, protect, handle, install and maintain the flooring as per all manufacturer's specifications and recommendations. 1.2 PROJECT CONDITIONS A. Floors shall be smooth, flat, level, permanently dry, clean and free of all foreign material such as dust, paint, grease, oils, old adhesive residue, etc. B. Patch and repair minor cracks and other imperfections with manufacturer approved portland -base patching compounds. Do not install over Gypsum -based levelina or patching compounds. C. It is essential that calcium chloride moisture tests and bond tests be taken on all concrete floors regardless of the age or grade level, per manufacturer's specifications. D. Prepare subfloor per manufacturer's instructions. For rubber flooring installation, subfloor surface shall be smooth and flat to the equivalent of 3/16 in. (4.8 mm) in 10 feet. 1.3 INSTALLATION / CLEANING / PROTECTION A. Strictly follow all manufacturer's specifications and instructions for installation and maintenance, including the use of only manufacturer's recommended adhesives and flooring finishes. B. Rubber flooring products are to be cut from sheet goods provided by General Contractor. Layout should be planned to minimize seams and waste. C. Strictly follow manufacturer's specifications and instructions for initial cleanup and maintenance, including cleaning and applying floor finish. 1. Immediately remove all adhesive residue from the surface of the flooring. 2. Immediately after installation is completed, initial maintenance procedures must be implemented per manufacturer's complete maintenance instructions. D. Protect installed flooring during remainder of construction period against damage per these Specifications, Section 01040 - Project Coordination, Item 1.5- Cleaning & Protection. Rubber flooring is not precoated with a factory finish, special care must be taken to protect flooring from construction traffic and debris until the final finish is complete. E. Rubber flooring finish shall be as recommended by manufacturer: `Diversey -Lever Maintenance Products and Procedures for ECOsurfaces.' Provide TASKI vision matte (formerly ombra) satin finish polyurethane. All products and procedures as recommended by manufacturer shall be strictly followed for Initial Cleaning, Initial Floor Finish Application, Daily /Regular Cleaning, Interim Maintenance, Restorative Maintenance and Heavy Soil procedures if required. F. At Project Closeout, provide Owner with Daily /Regular and long term maintenance instructions for the care of the flooring. SECTION 09678 - RESILIENT WALL BASE AND ACCESSORIES General Contractor shall provide and install all wall base, transition strips and miscellaneous accessories as indicated or required per manufacturer's specifications and instructions. SECTION 09900 - PAINTING 1.1 SUMMARY A. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Owner will select from standard colors or finishes available. 1. Painting includes field- painting gypsum board assemblies, door frames, exposed bare and covered pipes and ducts, hangers, conduits, exposed steel work, exposed fireproofing, and metal surfaces of mechanical and electrical equipment, including speakers and diffusers located in gypsum board assemblies. 2. Labels: Do not paint over Underwriters Laboratories, or other code - required labels or equipment name, identification, or nomenclature plates. 3. The store name and space designation number shall be clearly painted in black letters on the service door for identification. 1.2 PAINT MATERIALS, GENERAL A. Provide primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated as demonstrated by the manufacturer. B. Provide the manufacturer's best - quality trade sale paint material of the various coating types specified, that are compatible with the substrate and finish coats indicated. C. Provide colors as indicated on the Finish Schedule. D. Provide clear concrete sealer for application indicated. Prepare, install, and protect as per manufacturer's specifications. 1.3 PRIMERS A. Subject to compliance with requirements, provide: 1. Gypsum Drywall Primer: Latex -based primer. a. Benjamin Moore: Latex Quick -Dry Prime Seal #201. 2. Ferrous Metal Primers: Synthetic, quick- drying. 1.4 PREPARATION A. Remove items already installed that are not to be painted, or provide surface - applied protection prior to painting. Following completion of painting operations, have items reinstalled by workers skilled in the trades involved. B. Before applying paint, clean the substrates. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on newly painted surfaces. 1.5 APPLICATION A. Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. B. Do not paint over conditions detrimental to formation of a durable paint film. 1. The term exposed surfaces includes areas visible when permanent or built -in fixtures, grilles, and similar components are in place. 2. Paint surfaces behind movable equipment the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment with prime coat only. 3. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat black paint. 4. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 5. Finish doors on tops, bottoms, and side edges same as faces. C. Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. D. Completely cover to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage, Cloudiness, spotting, laps, brush marks, runs, sags, or other surface imperfections will not be acceptable. 1.6 PROTECTION A. Protect work of other trades. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Owner. B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. DIVISION 10 - SPECIALTIES SECTION 10425 - SIGNS PART 1 - GENERAL 1.1 QUALITY ASSURANCE AND PROJECT CONDITIONS A. Provide lighting fixtures and electrical components for illuminated signs that are labeled and listed by UL and comply with applicable National Electrical Manufacturers Association (NEMA) standards. B. Design Concept: The Drawings indicate sizes, profiles, and dimensional requirements. Other sign construction details may be considered provided deviations in dimensions and profiles do not change the design concept as judged by the Owner. The burden of proof of equality is on the proposer. 1. Logo: Contractor shall coordinate with Owner for Owner supplied and vendor artwork as required. C. Engjneerinn: Provide all engineering and coordination required to provide a complete installation of the design concept including transformer sizing, location, electrical feeds, fit of all internal components within fabrication of other trades, access panels, etc. Engineering shall plan for future maintenance, durability and access. D. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting. PART 2 - PRODUCTS 2.1 MATERIALS AND FINISHES A. Sign Box: Provide aluminum sheet of alloy and temper recommended by the sign manufacturer for the type of use and finish indicated, and with not less than the strength and durability properties specified in ASTM B 209 for 5005 -H15. Include internal bracing for stability and attachment of mounting accessories. B. Push - Through Letters with metal face: Fabricate letters to required sizes and styles. Form exposed faces and sides of characters to produce surfaces free from warp and distortion. 1. Illuminate sign using manufacturer's standard lighting components. Make provisions for servicing and concealed connection to the building system. C. Non - illuminated Letters: Fabricate letters to required sizes and styles. Letters may be formed from sign foam, except at Cash Wrap, where metal is required. Form exposed faces and sides of characters to produce surfaces free from warp and distortion. D. Colors and Surface Textures: Provide color matches indicated, or if not indicated, as selected by the Owner from the manufacturer's standards. E. Comply with National Association of Architectural Metal Manufacturers (NAAMM) "Metal Finishes Manual" for finish designations and applications recommendations. PART 3 - EXECUTION 3.1 INSTALLATION, CLEANING AND PROTEC:I ION A. Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions. 1. Install signs level, plumb, and at the height indicated, with sign surfaces free from distortion or other defects in appearance. B. General Contractor shall provide and install all wood and /or steel anchorage required to support all signage. Coordinate requirements with sign contractor. C. Provide and install signage at Toilet Room and at all other areas as required by the ADA and all local codes. D. After installation, clean soiled sign surfaces according to the manufacturer's instructions or to like -new condition. Protect units from damage until acceptance by the Owner. SECTION 10522 - FIRE EXTINGUISHERS Provide and install all fire extinguishers as required. SECTION 10800 - TOILET ACCESSORIES PROVIDE THE FOLLOWING IF NOT EXISTING. 1.1 PROJECT CONDITIONS AND MATERIALS A. General Contractor shall provide and install all toilet accessories as listed below. 1. General Contractor shall be responsible for verifying compliance with all state and local codes, and proper working condition of all items. B. (1) Surface - mounted paper towel dispenser (for rolled paper towels). Mount bottom of unit at 38" above finished floor, adjacent to lavatory. C (1) Surface - mounted toilet paper holder. Mount unit on the side wall 18" above finished floor and 36" from the rear wall. D (1) Surface- mounted mirror 16" wide by 36" high by Bobrick, or equal. Mount bottom of unit at 38" above finished floor centered directly above wall mounted lavatory. Mirror shall be 36" high, therefore top of mirror shall be 74" above finished floor. E (1) 1 -1/2" diameter, surface - mounted grab bar with concealed mounting #B6206.99 x 42" by Bobrick, or equal. Mount on side wall (adjacent to handicap accessible toilet) 33" above finished floor, 12" from back wall. F (1) 1 -1/2" diameter, surface - mounted grab bar with concealed mounting #B6206.99 x 36" by Bobrick, or equal. Mount on back wall, 33" above finished floor, 12" minimum each side of handicap accessible toilet centerline. 1.2 INSTALLATION A. Install toilet accessory units according to manufacturers' instructions, using fasteners appropriate to substrate as recommended by manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. B. Install grab bars to withstand a downward load of at least 250 lbf, complying with ASTM F 446. C. General Contractor is responsible for providing and installing all blocking required for a complete and sound installation. D. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. E. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SPECIFICATIONS GENERAL NOTES ENTRANCES & EXITS • Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, panic bars, push -pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. • Hand - activated door Opening hardware shall be centered between 30" and 44" above the floor. • Every doorway which is located within an accessible path of travel shall be of a size as to permit the installation of a door not less than 3' in width and not less than 6' -S" in height. When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32 ", measured between the face of the door and the opposite stop. • The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. • Maximum effort to operate doors shall not exceed 8 -1/2 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to ,hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate administrative authority, not to exceed 15 pounds. ELECTRICAL • The center of electrical and communication system receptacle outlets shall be installed not less than 15" above the floor or working platform. • The center of the grip of the operating handle of controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment shall not be more than 48" above the floor or working platform. • The center of fire alarm initiating devices (boxes) shall be located 48" above the level of the floor, working platform, ground surface, or sidewalk. FIRE PREVENTION • Doors opening into one -hour fire - resistive corridor shall be protected with a smoke or draft -stop fire assembly having a minimum 20- minute rating. • Provide exit signs and directional exit signs with minimum 6" high by 3/4" stroke block letters on a contrasting background. • Provide a portable fire extinguisher with a rating of not less than 2 -A or 2 -A1OBC within 75 feet travel distance to all portions of the building on each floor; also during construction. • Provide fire extinguisher as required by Fire Department field inspector. • Exit doors shall swing in the direction of exit travel when serving 50 or more persons. • Aisles leading to required corridors and exits shall have a minimum width of 44 ". • Stockroom shelving shall not be within 18" of the sprinkler heads. REC9VED DEC 2 0 2007 PERMIT CENTER DATE DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FM: 512.912.7995 RE ISTERED CHT.['EC.'I DWAYNE A. MANN STATE OF WASHINGTON All drawings, specifications, and designs © Dwayne A. Mann Architect. 2007 ISSUED FOR Finis .„„„ roil SPECIFICATIONS A1.3 KEYNOTES 3. 5/8" TYPE 'X' G.B., TYP, 20. 3 -5/8" 20 GA. MTL STUD FRAMING, 60. FIRE EXTINGUISHER: 2A/10BC 76. ATTACH PLATE WI 0.140" DIA. POWDER- DRIVEN FASTENERS 36" MIN. WI 3/4" MN. EMBEDMENT, ALL NEW CONDITIONS. MILLWORK KEYNOTES SH -1. SHELF, 24" WIDE WM - 24W. WALL MIRROR, 24" W, DIRECT MTD @ 12" A.F.F. FIXTURE KEYNOTES P6M MEN'S SHOE PANEL (22 DASH) P7M WOMEN /YOUTH MODULAR SHOE P8M INFANT SHOE PANEL (40 DASH) WSP WALL SYSTEM POST (2" X 2 ") 16" O.C. RATING. O.C. TYP. WALL MOUNT PANEL (24 DI Mann Architect. 2007 8446 GISTERED CHTTECr I DWA NE A. MANN STATE OF WASHINGTON 1.7. . 07 All drawings, specifications, and designs © Dwayne A. 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR F inis n r ® SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 FLOOR PLAN Al ONE HOUR RATED ASSEMBLY UL DESIGN #U465 FIRE TAPE & SEAL ALL JTS. 7 ._ B /DECK CEILING 1p CONSTRUCTION * VARIES SEE A3.1 G.B. CLG. B3 NOT RATED 5 I WALL SECTIONS PARTITION TYPE SYMBOLS EXISTING MTL. STUD PARTITION - (1) HR. RATING @ ALL DEMISING WALLS AREAS Department zessoram NEW FULL HT. PARTITION MEN WOMEN YOUTH Total Net Sales Area Total Gross Sales Area Total Gross Stockroom Area Exit Hallway Area Total Gross Floor Area A.TILE CLG. I I SEE 1 /A3.1 a n A2 NOT RATED B /DECK 9 C NOT RATED Usable Fixture Area 201 sq. ft 126 sq. ft 130 sq. ft STOCKROOM SHELVING (5 SHLVS.) A.TILE CLG. SEE 1/A3.1 NOTE: ALL EXI I1NG TENA O NEW LOWER HT. PARTITION (TO 6" ABOVE AT -1 CLG.) A3 NOT RATED Net Sales Area 586 sq. ft 319 sq. ft 381 sq. ft 1,286 sq. ft 1,927 sq. ft 1,838 sq. ft 172 sq. ft 3,937 sq. ft Unit Total Quantity Prs. Shoes /Unit Prs. of Shoes (10' high) (5 shlvs. /unit) 12.x48 5 - 12x48 33 100 12x36 9 80 24x48 25 200 24x36 4 160 Obstructed 4 - 25 Total Prs. of Shoes 3,300 720 5,000 640 -100 9,560 B /DECK 3 5/8" MTL STUDS @ 32" O.C. BRACED TO DECK B /A.T. CLG. SEE 1/A3.1 ADJACENT TENANT SIDE 3 I AREAS, QUANTITIES, & MISC. NOTES E SEPARATION TO BE MAI NTAINED. TENANT SIDE -- -r - - - - A.TILE CLG. SEE 1/A3.1 B1 NOT RATED B /DECK INSTALL EXPANDED WIRE WOVEN MESH ON ALL EXPOSED DEMISING -- WALL FRAMING. NOTE: CHICKEN WIRE ALONE DOES NOT PROVIDE ADEQUATE SECURITY. EXIST'G OR NEW BY OTHERS (TENANT SIDE) FIRE TAPE & SEAL ALL JTS. EXIST'G MTL. STUD, VERIFY GA. & I SPACING IN FIELD B /DECK — ADJACENT PARTITION PER PLANS CEILING CONSTRUCTION 8' -0" A.F.F. G.B. CLG. NOTE: PROVIDE CONT. CLEAR SILICONE JOINT AT HORIZ. & VERT. FACES. TOOL SEALANT TO NOMINAL SIZE. NO GAPS, BUBBLES OR EDGES TYP. • THE SYMBOL IS THE ELEC/DATA STUB -UP (1 TOTAL) • VERIFY ALL CABINET DIMENSIONS AND LAYOUT • REFER TO SHOP DWGS. • REFER TO ELEC DWGS. HANDICAP ACCESSIBLE COUNTER: TOP OF COUNTER IS 34" A.F.F., TYP. ONE HOUR RATED ASSEMBLY UL DESIGN r 465 E1 3' -0" EPOS B2 NOT RATED B /DECK EXIST'G O NEW BY OTHERS a TNT FIRE ( TAPE &I SIDE) SEAL ALL JTS. EXIST'G MTL. STUD, VERIFY GA. & SPACING IN FIELD EQ. TYP. 6'-1" POS 34" couNr7R CEILNG CONSTRUCTION 1 VARIES SEE A3.1 G.B. CLG, 34" H COUNTER 2 i3 POS FWD - CASH WRAP POS EQ. 4 i LANDLORD'S LEASE OUTLINE DRAWING ED c.L CASH RAP @ C V L. OF . CHECKERBOARD RUBBER FLOORING, REFER TO I SHEET A2.2 z0 34" H OUNTER NOTE: ALL DIMENSIONS ARE TO FACE OF FULL HEIGHT PARTITION, TYP. O LU a EXIT HALLWAY (UNICRU) 3 - 9 " ram HI-LO DRINKING FOUNTAIN 3' -9" 3' -9" ` 16 -0 HAT DISPLAY! 4' -0" TOILET APPAREL ,12x36 CASH WRAP NON -RATED DRESSING ROOM NOTE: TENANT'S WALL DISPLAY SYSTEM IS FLOOR SUPPORTED, BRACED TO PARTITIONS FOR LATERAL SUPPORT ONLY. REFER TO A7.1 FOR MORE INFORMATION. ADJACENT TENANT RECEIVING 24x48 I STOCKROOM TYP. OF (6) SECURE STORAGE TYP. OF 0 (10) SALES WALL PROVIDE 1 -HR. RATED ENCLOSURE UL #X528 @ COLUMNS, TYP, SEE 11/A6.1 FOR SIM. EXIT / SERVICE ENTRY 1 I FLOOR PLAN SCALE: 1/8" = 1' -0" SHOW WINDOW 'A' #01 • ENTRY 39'-6" PER LOD, VLF. LEASE LINE SHOW WINDOW 'B' P01472. NOTE: LOCATE AUDIO, SECURITY, TELEPHONE AND DATA EQUIPMENT ABOVE THIS DOOR. CONTACT ARCHITECT IF THERE ARE ANY EXISTING CONDITIONS THAT PROVIDE A CONFLICT TO LOCATE EQUIPMENT ABOVE THIS DOOR. NOTE: "HANGRAIL" AND "FIXTURES" UNITS ARE VARITIONS OF STANDARD 12x48 SHELVING UNIT. CONTACT FINISH LINE FOR DETAILS. STOCKROOM ADJACENT TENANT 4 , NOTE: SHELVING LAYOUT SHOWN IS FOR GENERAL CONFIGURATION AND REFERENCE ONLY. FINAL SHELVING DESIGN, SIZES, SPECIFICATIONS, USE, ENGINEERING, LAYOUT, BRACING, LOAD LIMITS, CALCULATIONS, ETC. BY OTHERS UNDER SEPARATE PERMIT, IF REQUIRED. RECE NE DEC 2 0 2007 PERMIT CEN M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 7EL: 512.912.7994 FAX: 512.912.7995 A2.1 KEYNOTES 31. FLOOR LEVELING AS REQ'D TO ALLOW FINISH FLOORING TO ALIGN FLUSH. 32. 1/4" W. ALUM. TERRAZZO TYPE DIVIDER STRIP. "SCHLUTER- DECO" (HT. AS REQ'D FOR FLOORING) BY SCHLUTER SYSTEMS. 800.472.4588 FINISHES B -1 BLACK COVE BASE, 4" HIGH B -2 BLACK COVE BASE, 6" HIGH B -4 PAINT GRADE WOOD BASE, 2" HIGH CT -1 LANDLORD FLOORING CT -3 WHITE TILE CT -4 GRAY TILE CT -8 GRAY MOSAIC TILE R -1 BLACK MATRIX RUBBER R -2 GRAY MATRIX RUBBER VCT -1 GRAY VINYL COMPOSITION TILE LVT -1 LVT PLANK FLOORING FLOOR LEVELING NOTES: FLOAT TRANSITIONS BETWEEN ALL FLOOR FINISH MATERIALS TO ALIGN FLUSH. FEATHER THE CEMENI1TIOUS UNDERLAYMENT EVENLY W/ 1 /16" VERTICAL CHANGE PER 1' -0" HORIZONTAL RUN MAXIMUM. REFER ALSO TO WRITTEN SPECIFICATIONS. ALL FLOOR FINISHES SHALL ALIGN FLUSH, UNLESS NOTED OTHERWISE. THERE SHALL BE NO FLOOR SURFACE CHANGE IN HEIGHT (INCLUDING THRESHOLDS) GREATER THAN 1 /4 ". Architect. 2007 8446 - ISTERED !A' CHITECT ' DWAYNE A. MANN STATE OF WASHINGTON 1.ztt -61 All drawings, specifications, and designs © Dwayne A. Mann 11.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR hi IN MI Finite : x in a fInishIlnescona SOUTHCENTER TUKWILA, WA 98188 SPACE #1 .425 FINISH FLOOR PLAN TYP. TYP. LVT -1 C R-2 ) ( R1 ) 2 CASHWRAP FLOORING DETAIL SCALE: 1/4" - 1' -0 NOTE: ALIGN ALL FINISHES FLUSH TRANSITION DETAIL C LVT -1 /TILE HALF SCALE 3' -0" 3' -0" 1/8" GROUT JT. TYP. TENANT TI LE 3' -0" 3' -O" 18' -0" 1 /8" GROUT JT. TYP. TENANT TILE 3' -0" 3' -0" GREY AND WHITE 1 CHECKERBOARD I CHECKERBOARD O CV NOTE: ALIGN ALL FINISHES FLUSH TRANSITION DETAIL B TILE /TILE HALF SCALE BLACK AND WHITE 1 /8" GROUT JT. TYP. TENANT TILE E 1 /8" GROUT Jr. TYP. TENANT TILE NOTE: ALIGN ALL FINISHES FLUSH TRANSITION DETAIL LVT -1 /RUBBER HALF SCALE STORE 0 or ANIIIIIIIIM1011 NOTE: ALIGN ALL FINISHES FLUSH TRANSITION DETAIL L.L. FLOORING q I TILE /L.L. FLOORING HALF SCALE RECEIVING I I EXIT / SERVICE ENTRY MATCH ADJ. LANDLORD FINISHES, TYP. SEE DOOR SCHEDULE FOR THRESHOLD. EXIT HALLWAY NON -RATED ADJACENT TENANT TYP. TYP. SCALE: 1/8" = 1' -0" TYP. YOUTH I WOMEN 16' -6" - SHOW WINDOW 'A' DIRECTION OF FLOORING 1 I FINISH FLOOR PLAN ENTRY BASE, TYP. MEN SHOW WINDOW 'B' BULLNOSE TILE EDGE LVT PLANK FLOORING PATTERN SHOWN IS FOR GENERAL LAYOUT AND DIRECTION ONLY. STAGGER ALL JOINTS PER MFGR'S SPECIFICATIONS TYP. ADJACENT TENANT FLOOR & COVE BASE TO 6" A.F.F. ,r t • LOz r3 T'f bw rn RECEIVED DEC ?1) 2007 PERMIT CENTEI -< M &MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A2.2 KEYNOTES 3. 5/8" TYPE 'X' G.B., TYP. 4. CORNER BEAD, TYP. 20. 3 -5/8" 20 GA. MTL. STUD FRAMING, 30. 8 GA. SUPPORT WIRE @ 4' -0" O.C. 63. HVAC DIFFUSER - SEE MECH. DWGS. & PAINT TO MATCH ADJACENT SURFACE. FINISHES AT -1 2'X4' WHITE ACOUSTICAL CEILING AT -2 2 BLACK ACOUSTICAL CEILING PT -1 BLACK PAINT PT -2 WHITE PAINT PT -3 BLUE PAINT LIGHTING LAYOUT NOTES: 1. FOCUS ALL TYPE "H" (PAR 38) TRACK HEADS ALONG THE PERIMETER OF THE SALES AREA TOWARDS THE DISPLAY WALL; FOCUS TRACK HEADS AS DIRECTED IN THE "LIGHTING ADJUSTMENT DIAGRAM" ON THIS PAGE. 2. INSTALL ALL TRACK LIGHTING WITH THE BOTTOM OF THE TRACK 6" ABOVE THE BOTTOM OF THE FLUORESCENT FIXTURE. DO NOT LOCATE ABOVE ANY OBSTRUCTIONS. TRAPEZE DROP TRACK TO COORDINATE DUCTWORK, ETC. HOLD RELOCATED TRACK TIGHT / AS HIGH AS POSSIBLE IN THESE CONDITIONS. DO NOT INSTALL TRACK BELOW 12' -8" A.F.F. WITHOUT ARCHITECTS REVIEW. 3. SWAY BRACE ALL TRACK LIGHTING AS REQUIRED. 4. ALL TYPE 'C' SUSPENDED FLUORESCENT FIXTURES IN THE SALES AREA SHALL BE SHOP PAINTED FLAT BLACK (PT -1) ON THE EXTERIOR NON - REFLECTIVE FACES. INSTALL ALL TYPE 'C' SUSPENDED FLUORESCENT FIXTURES IN SALES AREA WITH THE BOTTOM OF THE FIXTURE @ 12' -8" A.F.F. U.N.O. 5. BOTTOM OF FLUORESCENT STOCKROOM AND EXIT HALLWAY LIGHTING SHALL BE INSTALLED 13' -0" A.F.F. GENERAL NOTES: PROVIDE FULLY RECESSED BRUSHED CHROME SPRINKLER HEADS IN ALL G.B. CEILINGS, 16" O.C. PRIME TILE TILE W/ THE U.N.O. Mann Architect. 2007 8 . GISTERED • CHTTECT DWAYNE A. MANN STATE OF WASHINGTON 1 -2, " 1( - 6 All drawings, specifications, and designs O Dwayne A. 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR Fi n i z , inie INWW.finistelne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 REFLECTED CEILING PLAN t_, l_ / ,_• KEYNOTES 3. 5/8" TYPE 'X' G.B., TYP. 4. CORNER BEAD, TYP. 20. 3 -5/8" 20 GA. MTL. STUD FRAMING, 30. 8 GA. SUPPORT WIRE @ 4' -0" O.C. 63. HVAC DIFFUSER - SEE MECH. DWGS. & PAINT TO MATCH ADJACENT SURFACE. FINISHES AT -1 2'X4' WHITE ACOUSTICAL CEILING AT -2 2 BLACK ACOUSTICAL CEILING PT -1 BLACK PAINT PT -2 WHITE PAINT PT -3 BLUE PAINT LIGHTING LAYOUT NOTES: 1. FOCUS ALL TYPE "H" (PAR 38) TRACK HEADS ALONG THE PERIMETER OF THE SALES AREA TOWARDS THE DISPLAY WALL; FOCUS TRACK HEADS AS DIRECTED IN THE "LIGHTING ADJUSTMENT DIAGRAM" ON THIS PAGE. 2. INSTALL ALL TRACK LIGHTING WITH THE BOTTOM OF THE TRACK 6" ABOVE THE BOTTOM OF THE FLUORESCENT FIXTURE. DO NOT LOCATE ABOVE ANY OBSTRUCTIONS. TRAPEZE DROP TRACK TO COORDINATE DUCTWORK, ETC. HOLD RELOCATED TRACK TIGHT / AS HIGH AS POSSIBLE IN THESE CONDITIONS. DO NOT INSTALL TRACK BELOW 12' -8" A.F.F. WITHOUT ARCHITECTS REVIEW. 3. SWAY BRACE ALL TRACK LIGHTING AS REQUIRED. 4. ALL TYPE 'C' SUSPENDED FLUORESCENT FIXTURES IN THE SALES AREA SHALL BE SHOP PAINTED FLAT BLACK (PT -1) ON THE EXTERIOR NON - REFLECTIVE FACES. INSTALL ALL TYPE 'C' SUSPENDED FLUORESCENT FIXTURES IN SALES AREA WITH THE BOTTOM OF THE FIXTURE @ 12' -8" A.F.F. U.N.O. 5. BOTTOM OF FLUORESCENT STOCKROOM AND EXIT HALLWAY LIGHTING SHALL BE INSTALLED 13' -0" A.F.F. GENERAL NOTES: PROVIDE FULLY RECESSED BRUSHED CHROME SPRINKLER HEADS IN ALL G.B. CEILINGS, 16" O.C. PRIME TILE TILE W/ THE U.N.O. Mann Architect. 2007 8 . GISTERED • CHTTECT DWAYNE A. MANN STATE OF WASHINGTON 1 -2, " 1( - 6 All drawings, specifications, and designs O Dwayne A. 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR Fi n i z , inie INWW.finistelne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 REFLECTED CEILING PLAN SUSPENDED Ti LIGHT AND TRANSFORMER, TOP OF FIXTURE SHALL BE 6" ABOVE BOTTOM OF FLUOR. 7 ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6 -17) and the additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less than 2 0- 'n mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3 /4-in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 tb (92.9 nv), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. CONT. MTL. ANGLE ALONG ALL EDGES OF CEILING, FASTEN SOLID TO CEILING SUSPENSION SYSTEM AND GYP. BD. HOLD BACK ALL SWAY BRACING AND STRUCTURAL SUPPORTS MIN. 1' - FROM EDGE, TYP. SPLAY BRACE @ 45° ANGLE AS REQ'D FOR ADD'L LATERAL BRACING OR PER CODE. 8 GA. WIRE VERTICAL SUPPORTS, — ANCHOR POINTS @ ±4' -0" O.C., TYP. TRIPLE TWIST TIE. SWAY BRACE AS REQD. TRIPLE TWIST TIE AT (E) STRUCTURE ABOVE, TYP. / RECESSED LIGHT FIXTURE, TYP. VERT. 20 GA. 3 5/8" MTL. STUD COMPRESSION STRUT, SPACE EQUALLY, FASTEN DIAGONAL MTL. STUD STRUTS SOLID, TYP. ALL LIGHTING TO BE SUSPENDED FROM UNISTRUT SUPPORTS THAT SPAN BETWEEN (E) BEAMS. SUSPENDED FLUOR LIGHTING FACE OF G.B. PARTITION PER PLAN POST SYSTEM. REF. A7.1 FOR COMPONENTS AIM THE TRACKHEAD LIGHTING TO ILLUMINATE THE WALL DISPLAYS. SCALE: 1/4" = 1' -0" CELING SUSPENSION SYSTEM CROSS TEE 45° TYP. NOTE: THIS FRAMING DIAGRAM IS FOR GENERAL REFERENCE ONLY. THE CONTRACTOR I5 SOLELY RESPONSIBLE FOR THE ENGINEERING, DESIGN AND INSTALLATION OF ALL FRAMING AND GYPSUM BOARD ASSEMBLIES AS REQUIRED. CONSTRUCTION SHALL BE IN COMPLIANCE WITH CEILING SUSPENSION SYSTEM MANUFACTURER GUIDELINES. WALL DISPLAY LIGHTING ADJUSTMENT DIAGRAM 20 GA. 3 5/8" MTL. STUD COMPRESSION STRUT, TYP., 8' -0" O.C., MAX., FASTEN SOLID TO CEILING SUSPENSION SYSTEM AND (E) STRUCTURE ABOVE 5 ISOMETRIC DETAIL SCALE: NOT TO SCALE A.F.F., U.N.O. B /FLUORESCENT FIXTURES, TYP. 45° TYP. CEILING SUSPENSION SYSTEM MAIN BEAM CEILING SUSPENSION SYSTEM, TYP. (E) STRUCTURE SUSPENDED FROM UNISTRUT SUPPORTS THAT SPAN BETWEEN (E) JOISTS OR TO JOISTS DIRECTLY. NO CONNECTION TO ROOF DECK IS ALLOWED. COMPRESSION STRUT, TYP. SEE DETAIL SCALE: 1 /4" = 7`.0" 12` -0" A.F.F. B /G.B. CLG. NOTE: ALL DIFFUSERS IN THIS CLG. TO BE PAINTED PT 3 COMPRESSION STRUT: SEE 5/A3.1 6 SECTION DETAIL SCALE: 1 1/2" = 1' -0" TYP. AT 4' -0" O.C., TYP. ATTACHED TO CEILING SUSPENSION SYSTEM HOLD BACK MIN. 1' -0" FROM EDGE TYP. PROVIDE SWAY BRACING AS REQUIRED, TRIPLE TWIST TIE, TYP. 3 5/8" 20 GA. Mn. TRACK CONT. 20 GA 'L' ANGLE, TYP. _FASTEN SOLID TO CEILING SUSPENSION SYSTEM AND GYP. BD. / J BEAD, TYP. CO TYP. TYP. DRYWALL CEILING SUSPENSION SYSTEM, SEE SPECS. 111=IrMira=ir ' InEr i t r7 7F -, nne. CPT 3) 4 SECTION DETAIL AT CASHWRAP CEILING EQ. iC.L. CASH WRAP CHECKERBOARD PATTERN BELOW 16' -0" EQ. 3 CEILING FRAMING DIAGRAM 2 I CEILING PLAN LAYOUT DETAIL SCALE: 1/4" = 1' -0" I SCALE: 1/4" = 1' -0" 0 ED SUSPENDED CEILINGCAT -2) 15'-0" A.F.F., V.I.F. B /A.11LE CLG. G.B. CLG. V START OF CEIUNG TILE LAYOUT IN SALES AREA _ 8' -0" A.F.F. 8' -0" A.F.F. G.B. CLG. AT 4' -0" O.C., TYP. ATTACHED (P -F_1") TO CEILING SUSPENSION SYSTEM HOLD BACK MN. 1' -0" FROM EDGE TYP. PROVIDE SWAY BRACING AS REQUIRED, TRIPLE TWIST TIE, TYP. NOTE: PAINT ALL EXPOSED FRAMING, HANGERS, SUPPORTS, PT -1, BLACK. 8' -6" A.F.F. STOCKROOM EMERGENCY LIGHTING, TYP. REFER TO ELECTRICAL PLANS START OF CEILING TILE LAYOUT IN EXIT HALLWAY. CENTER LIGHTING IN AISLES OF EXIT HALLWAY, TYP. EXIT HALLWAY NON -RATED SUSPENDED CEILING PARTITION STOPS 6" ABOVE CLG. TILE TO ALLOW FOR OPEN PLENUM ABOVE. BELOW 10' -0" A.F.F. G.B. CLG. G.B. HEADER EXIT SIGN @ 11' -6" A.F.F. I CASH WRAP (CD) CAMERA DOME, TYP. REFER TO #1 /AS1.1 FOR LOCATION AND MORE INFORMATION 1 L SHOW WINDOW 'A' 4 DOORS REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" LEASE LINE SHOW WINDOW 'B' 8` -0" G.B. CLG. 8' -0" A.F.F. G.B. CLG. START OF CEILING TILE LAYOUT IN STOCKROOM. CENTER LIGHTING IN AISLES OF STOCKROOM, TYP. 15' -0" A.F.F., V.I.F. B /A.TILE CLG. SUSPENDED CEILING CENTER UGHTING IN AISLES OF STOCKROOM, TYP. STOCKROOM 8' -0" A.F.F. G.B. CLG. ADJACENT TENANT CENTER T1 LIGHT AND TRANSFORMER ON 1' -0" SECTION OF TRACK, TYP. REFER TO ELECTRICAL PLANS FOR FIXTURE SPECIFICATIONS. SUSPENDED FLUORESCENT LIGHTING REFER TO ELECTRICAL PLANS r r .. G =.►. --- RECENU DEC 2 D ZUU7 PERMIT CENTER M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A3.1 KEYNOTES 5. 3/4" THK. CLR. TEMP. GLASS, POLISH EXPOSED EDGES, TYP. 35. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 48" @ ALL COLS. CORNERS. NO SHARP EDGES. 358. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 96" @ 96" H WAINSCOT. NO SHARP EDGES. MILLWORK KEYNOTES M38. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART #1573 -60, COLOR: WHITE (LEAD TIME FINISH) M39. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART 1595 -60, COLOR: BLACK SH -1. SHELF, 24" WIDE WM -21W. WALL MIRROR, 21" W, DIRECT WALL MTD @ 9" A.F.F. WSP WALL SYSTEM POST (2" X 2 ") FIXTURE KEYNOTES P6M MEN'S SHOE PANEL (22 DASH) P7M WOMEN /YOUTH MODULAR SHOE P8M INFANT SHOE PANEL (40 DASH) WSP WALL SYSTEM POST (2" X 2 ") AT -1 2'X4' WHITE ACOUSTICAL CEILING AT -2 2'X4' BLACK ACOUSTICAL CEILING B -1 BLACK COVE BASE, 4" HIGH B -4 PAINT GRADE WOOD BASE, 2" HIGH PT -1 BLACK PAINT PT -2 WHITE PAINT PT -3 BLUE PAINT FINISH NOTES: • ALL G.B. WALLS AND COLUMNS SALES SHALL BE PAINTED PT -2 (WHITE) TO 9' -6 ", AND PAINTED PM (BLACK), FRO '-6" TO UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & COLUMNS IN THE STOCKROOM, SHALL BE PAINTED PT -2 (WHITE) TO 12' -0" A.F.F. UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & CEILINGS IN THE SECURE DRESSING RM., TOILET RM. & JANITOR AREA SHALL BE PAINTED PT -2 (WHITE - SEMI -GLOSS UNLESS NOTED OTHERWISE. n.' 8446 REGISTERED AR ECT DWAYNE A. MANN STATE OF WASHINGTON (z-1(• 01 All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR F iniz w -:. in L finishilne.00114 SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 ELEVATIONS . — ~ �� rZ - ® MR q RP q q 9 A q F IJ I III 11 a II Ilil ' >\\/( / k\ . ) ' k t it II 11 II II , II II A / \ " 16' HAT DISPLAY �� ► it ®9 I II Ill Mil Ni I III III ` I I I I I - I o \ / V • n KEYNOTES 5. 3/4" THK. CLR. TEMP. GLASS, POLISH EXPOSED EDGES, TYP. 35. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 48" @ ALL COLS. CORNERS. NO SHARP EDGES. 358. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 96" @ 96" H WAINSCOT. NO SHARP EDGES. MILLWORK KEYNOTES M38. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART #1573 -60, COLOR: WHITE (LEAD TIME FINISH) M39. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART 1595 -60, COLOR: BLACK SH -1. SHELF, 24" WIDE WM -21W. WALL MIRROR, 21" W, DIRECT WALL MTD @ 9" A.F.F. WSP WALL SYSTEM POST (2" X 2 ") FIXTURE KEYNOTES P6M MEN'S SHOE PANEL (22 DASH) P7M WOMEN /YOUTH MODULAR SHOE P8M INFANT SHOE PANEL (40 DASH) WSP WALL SYSTEM POST (2" X 2 ") AT -1 2'X4' WHITE ACOUSTICAL CEILING AT -2 2'X4' BLACK ACOUSTICAL CEILING B -1 BLACK COVE BASE, 4" HIGH B -4 PAINT GRADE WOOD BASE, 2" HIGH PT -1 BLACK PAINT PT -2 WHITE PAINT PT -3 BLUE PAINT FINISH NOTES: • ALL G.B. WALLS AND COLUMNS SALES SHALL BE PAINTED PT -2 (WHITE) TO 9' -6 ", AND PAINTED PM (BLACK), FRO '-6" TO UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & COLUMNS IN THE STOCKROOM, SHALL BE PAINTED PT -2 (WHITE) TO 12' -0" A.F.F. UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & CEILINGS IN THE SECURE DRESSING RM., TOILET RM. & JANITOR AREA SHALL BE PAINTED PT -2 (WHITE - SEMI -GLOSS UNLESS NOTED OTHERWISE. ALL x & x A.F.F. FROSTY A.F.F. MOUNT PANEL (24 DAS TILE TILE AREA CEILING, STORAGE FINISH) Architect. 2007 8446 REGISTERED AR ECT DWAYNE A. MANN STATE OF WASHINGTON (z-1(• 01 All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR F iniz w -:. in L finishilne.00114 SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 ELEVATIONS . - ® MR q RP q q 9 A q F IJ I III 11 a II rai a t it II 11 II II , II II a ® 1 � " 16' HAT DISPLAY �� I I I I I I 1 .. ` I I I I I - I o • n KEYNOTES 5. 3/4" THK. CLR. TEMP. GLASS, POLISH EXPOSED EDGES, TYP. 35. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 48" @ ALL COLS. CORNERS. NO SHARP EDGES. 358. GALV. STL CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 96" @ 96" H WAINSCOT. NO SHARP EDGES. MILLWORK KEYNOTES M38. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART #1573 -60, COLOR: WHITE (LEAD TIME FINISH) M39. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART 1595 -60, COLOR: BLACK SH -1. SHELF, 24" WIDE WM -21W. WALL MIRROR, 21" W, DIRECT WALL MTD @ 9" A.F.F. WSP WALL SYSTEM POST (2" X 2 ") FIXTURE KEYNOTES P6M MEN'S SHOE PANEL (22 DASH) P7M WOMEN /YOUTH MODULAR SHOE P8M INFANT SHOE PANEL (40 DASH) WSP WALL SYSTEM POST (2" X 2 ") AT -1 2'X4' WHITE ACOUSTICAL CEILING AT -2 2'X4' BLACK ACOUSTICAL CEILING B -1 BLACK COVE BASE, 4" HIGH B -4 PAINT GRADE WOOD BASE, 2" HIGH PT -1 BLACK PAINT PT -2 WHITE PAINT PT -3 BLUE PAINT FINISH NOTES: • ALL G.B. WALLS AND COLUMNS SALES SHALL BE PAINTED PT -2 (WHITE) TO 9' -6 ", AND PAINTED PM (BLACK), FRO '-6" TO UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & COLUMNS IN THE STOCKROOM, SHALL BE PAINTED PT -2 (WHITE) TO 12' -0" A.F.F. UNLESS NOTED OTHERWISE. • ALL G.B. WALLS & CEILINGS IN THE SECURE DRESSING RM., TOILET RM. & JANITOR AREA SHALL BE PAINTED PT -2 (WHITE - SEMI -GLOSS UNLESS NOTED OTHERWISE. ALL x & x A.F.F. FROSTY A.F.F. MOUNT PANEL (24 DAS TILE TILE AREA CEILING, STORAGE FINISH) Architect. 2007 8446 REGISTERED AR ECT DWAYNE A. MANN STATE OF WASHINGTON (z-1(• 01 All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR F iniz w -:. in L finishilne.00114 SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 ELEVATIONS c 15' -0" A.F.F. B/ AT -1 12' -6" A.F.F. B/ G.B. CLG. 10' -2" A.F.F. B /G.B. BULKHEAD 11' -6" A.F.F. B/ EXIT SIGN 10' -0" A.F.F. B/ G.B. CLG. SHOWN DASHED BEYOND 8' -0" A.F.F. T/ WAINSCOT B/ HEADER NOTE: SECTION CUT LINES ARE APPROXIMATE. SOME ELEMENTS HAVE BEEN OMITTED FOR CLARITY. 7 INTERIOR ELEVATIONS KEY PLAN ED SCALE: 1/16" = 1' -0" J TYP. I STOCKROOM I SCALE: 1/8" = 1' -0" I YOUTH TYP. TYP. ALUM. STOREFRONT SYSTEM TYP., REFER TO A5.2 SCALE: 1/8 "- 1' -0" SCALE: 1/8" = 1'-0" MEN VESTIBULE I 9' -6" A.F.F., TYP. C.LWALL RAIL PT -2 TO 9' -6" A.F.F. FULL WIDTH OF STORE, TYP, ENTRY 4 I ELEVATION AT STOCKROOM / MEN / ENTRY / WOMEN CASH WRAP TYP. MEN I WOMEN L SEE A5.3 FOR TILE LAYOUT AT STOREFRONT, TYP. I STOCKROOM ABOVE 9' -6" AT COLUMN BELOW 9' -6" AT COLUMN 15' -0" A.F.F. B/ AT -1, AT -2 12' -0" A.F.F. B/ G.B. CLG. 2 ELEVATION AT YOUTH / VESTIBULE / CASHWRAP /MEN / STOCKROOM 6 N.T.S 15' -0" A.F.F. B/ AT -1 12' -0" A.F.F. B/ G.B. CLG. 3 IELEVATION AT STOCKROOM / MEN / STOREFRONT O.H. VIEW AT MEN'S WALL SCALE: 7/8 "= 1' -0" SCALE: 1/8" = 1' -0" BLACK WALL RAIL WHITE WHITE PAINTED CEILING WHITE WAINSCOT t. CORNER GUARDS CONTINUOUS BASE, TYP. I FF I i II! i Ir g l A ► 10' -0" A.F.F. I STOREFRONT SCALE: 1 8" - 1 -0 SCALE: 1/8" = 1' -0" (AT-1) i I i WOMEN 9' -6" A.F.F., TYP. C.LWALL RAIL I STOCKROOM TYP. TYP. IC TYP. ALIGN EDGE OF M39 WAINSCOT WITH SALES AREA EDGE OF HEADER I YOUTH] TYP. 5 IVIEW AT VESTIBULE MEN (UNICRU) r.s N.TS ALL EXPOSED PT -1 VESTIBULE SURFACES TYP. I VESTIBULE I TYP. ' I ELEVATION AT STOREFRONT / WOMEN / YOUTH / VESTIBULE / STOCKROOM / EXIT/SERVICE ENTRY TYP. Al 1 _ ALL EXPOSED VESTIBULE SURFACES PAINTED BLACK 44! )1 9' -6" A.F.F., TYP. C.L.W/AL1 RAIL 8' -0 " A.F.F., TYP. TYP. WHITE PAINTED HEADER ET MAPLE DOOR WM -24W MIRROR SH-1 (UNICRU) TYP. MEN I STOCKROOM Eli BLACK WHITE BLACK WAINSCOT WALL RAIL CONTINUOUS BASE, TYP. CORNER GUARD I STOREFRONT 15' -0" A.F.F. B/ AT - MATCH ADJ. LANDLORD FINISHES , TYP. EXIT / SERVICE ENTRY I RECEIVED DEC 2 0 2007 PERMIT CENTER M&MA #7059 FINL STORE #896 Ag DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512, 912.7995 A4.1 H) FIXTURE KEYNOTES P6M MEN'S SHOE P7M WOMEN /YOUTH FINISHES 8 -4 PAINT GRADE CT -1 LANDLORD FINISH CT -3 WHITE TILE CT -4 GRAY TILE CT -6 BLACK TILE PT -3 BLUE PAINT LYC -1 LVT PLANK FLOORING WSP WALL SYSTEM 84116 III D STATE All drawings, specifications, and PANEL SHOE PANEL WOOD BASE, 2" HIGH POST (2" X 2 ") Architect. 2007 RISTERED CHETECT I 4 ,� NE A. MANN OF WASHINGTON 12 1 o designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 1 1.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR F i n i r -:: ., www.finishline.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 STOREFRONT PLANS & DETAILS SIGN NOTES: SIGN(S) SHALL BE INTERNALLY ILLUMINATED WITH T -8 FLUORESCENT LAMPS. STAGGER LAMPS TO CREATE CONTINUOUS EVEN ILLUMINATION. CONSTRUCT CABINET TO ALLOW NO VISIBLE LIGHT LEAKS. CONCEAL ALL ELECTRICAL COMPONENTS AND FASTENERS. NAMES, STAMPS OR DECALS OF MANUFACTURERS, INSTALLERS, OR MAINTAINERS SHALL NOT BE VISIBLE ON THE EXTERIOR OF THE SIGN CABINET. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. SUBMIT FULL SHOP DRAWINGS TO ARCHITECT AND LANDLORD FOR REVIEW. GENERAL CONTRACTOR SHALL VERIFY ALL OTHER STOREFRONT CONDITIONS IN ORDER TO MAINTAIN THE SIGN'S OPENING "HOLD" DIMENSIONS. COORDINATE WITH SIGN AND STOREFRONT CONTRACTOR AS REQUIRED. THE FIXED SIGN WIDTH DIMENSION MAY DIRECTLY AFFECT THE LAYOUT, LOCATION, AND SIZE OF THE ENTRY AND ADJACENT STOREFRONT CONSTRUCTION. CAREFUL ATTENTION SHALL BE GIVEN TO THE OVERALL LAYOUT TO DETERMINE ANY CONFLICT IN CONDITIONS AND /OR REVISIONS TO THE LAYOUT. ADVISE ARCHITECT OF ANY LAYOUT ISSUE PRIOR TO SIGN INSTALLATION, ORDERING OR INSTALLATION OF DOORS OR OVERHEAD GRILLES, ETC. 5 1 /2" THICK SIGN CABINET. A PAINTED "FINISH LINE" BLUE (PMS # HINGE OPEN FOR EASY ACCESS CONCEAL HINGE ALONG TOP ED PROVIDE CONCEALED STAYS WITHIN S FACE PANEL OPEN FOR MAINTENEN VELCRO AT BOTTOM AND SINGLE SIDED 3 STOREFRONT SIGN SCALE: 1/4" = 1 ' -0" 4 1/2" LL EXPOSED FACES SHALL BE 300). ENTIRE SIGN FACE TO TO ELECTRICAL AND LAMPS. GE OF BACKGROUND PANEL. IGN CABINET TO HOLD SIGN CE. PROVIDE CONTINUOUS SIDES FOR NO LIGHT LEAKS. FRI r EQ. CV KAWNEER CLEAR ANODIZED ALUM. STOREFRONT FRAMING BY STOREFRONT CONTRACTOR 12' -3" HOLD FACE OF KAWNEER CLEAR ANODIZED 3/4" THK- PUSH -THRU CLEAR ACRYLIC LOGO EDGES AND BACKED WITH 3/16" TRANSLUCE TRANSLUCENT BRUSHED SILVER (PMS #877) VI LINE OF FINISH UN EQ. ALUM. STOREFRONT FRAMING BY STOREFRONT CONTRACTOR NOTE: EXACT LOGO PROPORTIONS PER DIGITAL ARTWORK SUPPLIED BY TENANT. 3/4" THK. PUSH -THRU CLEAR ACRYLIC LETTERS W/ FLAME POLISHED EDGES AND BACKED WITH 3/16" TRANSLUCENT WHITE ACRYLIC. APPLY TRANSLUCENT WHITE VINYL TO FACE OF LETTERS. SPIKE) W/ FLAME POLISHED NT WHITE ACRYLIC. APPLY NYL TO FACE OF LOGO. E BULKHEAD 4 1/2" KAWNEER CLEAR ANODIZED ALUM. STOREFRONT FRAMING BY STOREFRONT CONTRACTOR 1" X 3" CLR. ANOD. ALUM. TUBE FASTENED TO SIGN. NO VISIBLE FASTENERS. MITER ALL CORNERS. NO GAPS OR SPACES BETWEEN SIGN AND STOREFRONT FRAMING. PROVIDE CLR. ANODIZED ALUM. FLAT STOCK AS REQ'D TO EXPOSED FACES OF BLOCKING, TYP. FRONT AND BACK FACES. NO VISIBLE FASTENERS. GLUE TIGHT. MITER ALL CORNERS. MINIMIZE JOINTS. KAWNEER CLEAR ANODIZED ALUM. STOREFRONT HEADER ATTACHED TO BOTTOM OF SIGN BY STOREFRONT CONTRACTOR AFTER SIGN INSTALLATION. G.C. TO COORDINATE. ADJACENT TENANT ADJACENT TENANT O.H. SIM. LEASE LINE A o a C.L POST M ��M3EiN#HIAIp!!9� 3 ipj 1 (.' 71 f 13 M n i 91'.l F kE7FlE>fgIC L 41 l iH!$[S�@�IN;�a. ii EF91wsSlasl6EEt aaa4¢a1 li i tiff: ,�4EY7� pitirtn114ili'3]firnrc nE MAIRNIFEFAMIROW IEW'.AIBH[HIE.BaaIa IM MAMORU- EMa175= ,» .Br.Z QNBIL I? I i11,�I 1 J ij1I__ IOAI #I<!: ■ VMS iris RR�3EWiGN1ailRtj���laa9 lg67aEiyF-Mi 1 ME 9E7{IE7iitlhi#IIaFiiCE EiFY��11€ @1A91I?tl'�L iF7CW.N9 8 1 2 T2f. 4'1,14 qr 3" X 3" MIL DISPLAY GRID POWDERCOATED PT -3 TO MATCH CEILING, TYP. BOTH SIDES. s I INFILL TO LEASE LINE TYP. 12' -6" A.F.F. B/ G.B. CLG., TYP., WOMEN I SHOW WINDOW 'A' PARTIAL REFLECTED CEILING PLAN AT STOREFRONT SCALE: 1/4" = 1 ± 11' -3" WOMEN E. SHOW WINDOW 'A' 13' -10" ENTRY DIRECTION OF FLOORING ,f/S- -2" A.F.F. i B/ G.B. CLG., TYP. BOTH SIDES DOOR IA LMALL COMMON AREA 4 ti DOORS ENTRY MALL COMMON AREA PT -3 1 1 PARTIAL FLOOR PLAN AT STOREFRONT SCALE: 1/4" = 1' -0" SINGLE SIDED EXIT SIGN 014kn, MEN TYP. START POINT OF CHECKERBOARD TILE PATTERN, FULL TILE AS SHOWN. 9 1 -8 ,1 14' -7" A.F.F. B/ COVE CLG., TYP. BOTH SIDES [ SHOW WINDOW 'B' SHOW WINDOW 'B' REFER TO FINISH FLOOR PLAN, SHEET A2.2 FOR FLOORING TRANSITION DETAILS. ADJACENT TENANT �•stez� tt_ ..� j I STARTING POINT OF WALL FIXTURE LAYOUT. SEE DETAILS ON A7.1. INFILLTO LEASE UNE ADJACENT TENANT I RECEIVED DEC ? 0 2007 PERK/11T CENTER 4col M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A5.1 KEYNOTES 1. NEUTRAL 2. LANDLORD'S 3. 5/8" 5. 3/4" EXPOSED 12. TRANSLUCENT 14. GLASS BRUSHED 19. CONT. 18. 3 - 5/8" 16" O.C. 20. 3 - 5/8" 16" O.C. 32. 1 /4" STRIP. FOR FLOORING) 800.472,4588 FINISHES B -4 PAINT CT -3 WHITE CT -6 SOLID CT -9 TEXTURED PT -1 BLACK PT -2 WHITE PT -3 BLUE All drawings, specifications, PIER CONSTRUCTION TYPE 'X' G.B., TYP. THK. CLR. TEMP. GLASS, POLISH EDGES, TYP. GRAPHIC ICON CLIP BY C.R. LAURENCE STAINLESS STEEL FINISH 3/4" CLR. ANOD. ALUMINUM 18 GA. MTL. STUD FRAMING 20 GA. MTL. STUD FRAMING W. ALUM. TERRAZZO TYPE DIVIDER "SCHLUTER- DECO" (HT. AS REQ'D BY SCHLUTER SYSTEMS. GRADE WOOD BASE, 2" HIGH TILE BLACK TILE GRAY PORCELAIN TILE PAINT PAINT PAINT ALL REVEAL @ @ Mann Architect. 2007 8446 " ISTERED CHITECT O WA N . MANN STATE OF WASHINGTON 12 - and designs © Dwayne A. 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR tlY = .-:.:::,.: .. . 4 F inis µ =m w_ in larliffW.ffilishline.corn SOUTHCENTER TUKWILA, WA 98188 SPACE #7425 STOREFRONT ELEVATION & DETAILS SCALE: 3" = 1' -0" C.L DOOR GLAZING 6 I PLAN DETAIL SCALE: 3" = 1' -0" ■ 2 I WINDOW DECAL DETAIL L I 0. o! w Z gI w RECESSED DUST PROOF STRIKE @ CLOSED POSITION. _v REFER TO DOOR SCHEDULE • 8 PLAN DETAIL SCALE: 1 -1/2" = 1' -0" RECESSED CHANNEL IN FLOOR FOR GLASS POLISH ALL EDGES, TYP. BRUSHED STAINLESS STEEL GLASS CUPS I RECESSED CHANNEL IN FLOOR FOR GLASS 3' -0" VERIFY WITH DOOR MANUFACTURER • • • • • POLISH ALL EDGES OF GLASS, TYP. "SPIKE" TYP. FULL DECAL RIGHT OF ENTRY 1' -6" 8 1/2" "SPIKE" & OUTLINE OF WHITE LETTERING IS 'FINISH LINE BLUE', PMS -300, TYP. 3 3/4" OFFSET PIVOT HINGE, SEE DOOR SCHEDULE, TYP. CENTER FLOORING TRANSITION ON CENTERLINE OF GLAZING ENTRY DOORS (SHOWN DASHED IN OPEN POSITION), SEE DOOR SCHEDULE. • ENTRY AT SECTIONS OF GLASS NARROWER THAN 3' -4" USE "SPIKE" PORTION OF DECAL ONLY. POLISH ALL EDGES, TYP. LEASE LINE MALL COMMON AREA MASTIC SET TILE OVER 1 /2" CEMENTITOUS BOARD (SEE ELEVATIONS FOR TILE PATTERN) RECESSED CHANNEL IN FLOOR FOR GLASS 1 I BRUSHED STAINLESS STEEL I WALL -MOUNT GLASS CUPS , 5 PLAN DETAIL SCALE: 3" = 1' -0" GLAZING: 3/4" THICK CLEAR TEMPERED GLAZING GLASS CUPS: C.R. LAURENCE FINISH: BRUSHED STAINLESS STEEL SQUARE GLASS CLIP: SQUARE 135 °: SQUARE 90 °: FLOOR STOP @ FULL OPEN POSITION, SEE DOOR SCHEDULE. RECESSED DUST PROOF STRIKE @ FULL OPEN POSITION. REFER TO DOOR SCHEDULE #MFC19 #MFC27 #MFC23 SEE ELEVATIONS FOR MOUNTING HEIGHTS. TOOL ALL SILICONE TIGHT AND CLEAN WI NO EXCESS. ISOLATE GLASS FROM MTL. KAWNEER ALUM. STOREFRONT COLUMN, SEE KAWNEER NOTE. • • • • • • TILE CORNER DETAIL, SIM. HORIZONTAL RAIL: KAWNEER TRIFAB VG 451 FRAMING SYSTEM: CENTER GLAZE (3/4" THICK) FINISH: CLEAR ANODIZED (CLASS II - STANDARD) OR APPROVED EQUAL. GLASS CLIPS SHALL BE ATTACHED TO WITH NOMINAL TOOLED CLEAR SILICONE SEALANT (C.R. LAURENCE #CRL RTV408C) OR EQ. 11.4" MAX. GAP. 1 KAWNEER ALUM_ STOREFRONT COLUMN, SEE KAWNEER NOTE. ( 3 ±14' -11 1 /2" A.F.F., V.I.F. B /L.L. NEUTRAL BAND VERT. @ ALL EXPOSED TILE CORNERS, fYP. ± 10' -0" A.F.F. B /ALUM. STOREFRONT HORZ. BETWEEN L.L & TENANT CONSTRUCTION, TYP. TYP. TYP. TYP. SHOW WINDOW 'B' F RECESSED CHANNEL IN FLOOR TYP. 1 1/4" MAX. GAP TYP. TYP. CONT. VERTICAL AT ALL TILE CORNERS R T' i ?Ti1 MASTIC SET TILE / OVER 1/2" CEMENTTIIOUS BOARD (SEE ELEVATIONS FOR TILE PATTERN) BASE CV 00 4 PLAN DETAIL SCALE: 6" = 1 ' -0" KAWNEER HEADER, TYP. IIORIZ. BETWEEN SEE KAWNEER NOTE. LE & G.B., TYP. TYP. kfl STOREFRONT ELEVATION SCALE: 1/4" = 1' -0" PROVIDE 1 -HR. RATED COLUMN ENCLOSURE UL #X528, TYP. SEE 11/A6.1 FOR SIM. MASTIC SET TILE OVER 1/2" CEMENTITIOUS BOARD (SEE ELEVATIONS) GROUT TYP. SHOW WINDOW 'B' AT ALL TILE CORNERS: THIS SIDE OF STRIP IS PERPENDICULAR TO THE LEASE UNE. IF UNSURE OF CONDITION, CONTACT ARCHITECT. MASTIC SET TILE OVER 1/2" CEMENTITIOUS BOARD (SEE ELEVATIONS FOR TILE PATTERN) ENTRY KAWNEER COLUMN SEE KAWNEER NOTE. STOCKROOM VOID 7 I PLAN DETAIL SCALE: 1 -1/2" = 1' -0" DECAL, TYP. I I MASTIC SET TILE OVER 1 /2" CEMENTITIOUS BOARD (SEE ELEVATIONS FOR TILE PATTERN) MASTIC SET TILE OVER 1 /2' CEMENTITIOUS BOARD J j; - 1 (SEE ELEVATIONS) 3 F PLAN DETAIL SCALE: 6" = 1' -0" • V.I.F. 12" NOM. � I 16" NOM. 1 12" NOM. 12" NOM. 12" NOM. 12" l NOM. 16" NOM. 12" NOM. 16" I NOM. 8 " d" 8" I 16" NOM. 12" NOM. 6" �J NOTE: TILES SHALL BE 12" X 12" AND 16" X 16" NOMINAL. USE FULL TILES THROUGHOUT U.N.O ADJACENT TENANT U D61-1P2_ RECEIVED DEC 2 0 2007 PERMIT CENTER M &MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A5.2 KEYNOTES 2. LANDLORD'S CONSTRUCTION 3. 5/8" TYPE 'X' G.B., TYP. 4. CORNER BEAD, TYP. 5. 3/4" THK. CLR. TEMP. GLASS, POLISH EXPOSED EDGES, TYP. 12. TRANSLUCENT GRAPHIC ICON. 14. GLASS CUP BY C.R. LAURENCE 19. CONT. 1 /2" BLACK MTL. REVEAL 20. 3 -5/8" 20 GA. MTL. STUD FRAMING, 32. 1/4" W. ALUM. TERRAZZO TYPE DIVIDER STRIP. "SCHLUTER -DECO" (HT. AS REQ'D FOR MATERIAL) BY SCHLUTER SYSTEMS. 800.472.4588 83. 16 GA. COLD ROLLED HORIZONTAL FINISHES AT -1 2' x 2' BLACK 1 HR RATED ACOUSTICAL LAY -IN CEILING GRID AND TILE B -4 PAINT GRADE WOOD BASE, 2" HIGH CT -3 WHITE TILE CT -6 SOLID BLACK TILE CT - TEXTURED GRAY PORCELAIN TILE PT - BLUE PAINT GENERAL NOTES: ALL STUD CONNECTIONS SHALL BE W /(4) SCREWS. BRACE AND ANCHOR ALL FRAMING REFER ALSO TO SPECIFICATIONS. ALL 16" O.C. BRACING. #10 TEK SOLID. Archilecf. 2007 8446 REGISTERED CHTTECr } } 1 r DWAYNE A. MANN STATE OF WASHINGTON k2 - ({ - 01 . All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR F in& inm L finishaine.C62171 SoUTHCENTER TUKWILA, WA 98188 SPACE #1425 STOREFRONT SECTIONS STORE PT -3 SHOWN IN GRAY, TYP. CONT. 20 GA. "L" ANGLE SCALE: 3" = 1 ' -0" + • • • • • • • • • 41/2" 3 SIGN SECTION DETAIL PROVIDE DURABLE POLYURETHANE SATIN FINISH AT EXPOSED TOP OF BULKHEAD, TYP N N CONTINUOUS 20 GA. METAL TRACK, TYP. +15' -0" A.F.F. V.I.F. B/ L.L CONSTRUCTION PROVIDE BLOCKING AS REQ'D, TYP. KAWNEER ALUM. STOREFRONT HEADER, SEE #1 /A5.2 CONT. TOOLED SILICONE TO MATCH ALUMINUM SIGN, TYP. WHERE SIGN CABINET & REVEAL MEETS THE STOREFRONT SYSTEM. (4) #10 TEK SCREWS, TYP. TYP., U.N.D. INTERNALLY ILLUMINATED SIGN BOX; SEE A5.1 STOREFRONT SIGN LETTERS; SEE A5.1 MALL ENTIRE SIGN EXTERIOR FACE TO HINGE OPEN FOR EASY ACCESS TO LAMPS. CONCEAL HINGE ALONG TOP EDGE OF FACE FRAME. 3/4" F.T. PLYWOOD BACKER CONT, F.R. BLOCKING AROUND PERIMETER OF SIGN CABINET. PROVIDE CLR. ANOD. ALUM. FLAT STOCK AS REQ'D TO EXPOSED FACES OF BLOCKING, TYP. NO VISIBLE FASTENERS. MITER ALL CORNERS. MINIMIZE JOINTS. KAWNEER ALUM. STOREFRONT HEADER, SEE #1 /A5.2. FASTEN KAWNEER SECTIONS SOLID AT BOTH ENDS. PROVIDE CONCEALED CONNECTION @ 12" O.C. TO SIGN PLYWOOD BACKER AND FRAMING. 10' -0" A.F.F. Y B/ ALUM. STOREFRONT HORIZ. KAWNEER ALUM. STOREFRONT HEADER, SEE #1 /A5.2. FASTEN KAWNEER SECTIONS SOLID AT BOTH ENDS. PROVIDE CONCEALED CONNECTION @ 12" O.C. TO SIGN PLYWOOD BACKER AND FRAMING. 20 GA. MTL, STRAPPING ATTACHED W / #10 TEK SCREWS AT EACH JOIST AND @ 5" 0.C. ALONG MTL STUD. BLOCKING, TYP. 3 -5/8" 20 GA. MTL STUD BLOCKING BETWEEN JOIST ALONG CENTER OF GRID MOUNTING BRACKETS, TYP. 18 GA. CONT. HORIZ. ' STRONGBACK' STUD SCREWED SOLID TO BOTH HORIZ & VERT. STUD FRAMING, TYP. GRID MOUNTING BRACKET POWDERCOATED TO MATCH BLUE CEILING. ATTACH SOLID TO MTL. STRAPPING W /(4) #8 TEK SCREWS PER BRACKET, TYP. THIMBLE & (2) CABLE CLAMPS TO CLOSED 'S' HOOK TO EYE /TOGGLE BOLT TO SOLID BLOCKING AT CLG., TYP. FOR SUSPENSION OF DISPLAY GRID. CONT. 20 GA. 'L' ANGLE, TYP. ±12' -6" A.F.F., V.I.F. B /G.B. CLG 3" X 3" MIT. DISPLAY GRID (BOTTOM MTD. @ 12' -6" A.F.F.) POWDER - COATED TO MATCH BLUE CEILING. 4 I SECTION DETAIL SCALE: 1 1/2" = 1 ` -0" HALF 11LE ±17-5 1 /4" A.F.F., V.I.F. B /FLOOR DECK DIAG. BRACING STUDS SHALL ALTERNATE 32" O.C., (1 DIAG. MEMBER EVERY 16" O.C. IN OPPOSITE DIRECTION) TYP. TYP., U.N.O. (4) #10 TEK SCREWS, TYP. TYP. 12' -6" A.F.F. B /G.B. CLG TYP. BETWEEN TILE & G.B. TYP. TYP. STORE CCT -3, TYP. L(CT -6 TYP. RECESSED STORERONT GLASS SET IN CONT. TOOLED BLACK SILICONE AT BOTTOM GLASS TRACK; SEE A5.2 2 I STOREFRONT SECTION SCALE: 3/4" = 1 ` -0" CONTINUOUS 20 GA. METAL TRACK; ADD CROSS FRAMING TO PROVIDE SUPPORT AS REQ'D, TYP. CT.6 BASE, TYP. DOUBLE STUD AT EACH GLASS FIN, TYP. FLAT STRAPPING @ PATCH FITTING, TYP. (E) GLASS RAILING ABOVE TO REMAIN, V.I.F. (E) STEEL BEAM TO REMAIN, V.I.F. PROVIDE 1 LAYER 5/8" TYPE "X" G.B. ON BACK SIDE OF LL. CONSTRUCTION AS REQ'D BY CODE IF NOT EXISTING. CONNECT EA. STUD W/ 14 GA CLIP ANGLE WI (3) #10 TEK SCREWS TO STUD & (3) #12 -24 SELF - DRILLING SCREWS @ (E) BEAM, TYP. o � 0 b 0 a "0 If-- -- LEASE LINE SHOWN IN GRAY, TYP. MALL ±15' -0" A.F.F., V.I.F. B/ L.L. CONSTRUCTION 10 -0" A.F.F. B/ ALUM. STOREFRONT HORIZ. 1 SHOWN IN GRAY, TY ±17' -5 1 /4" A.F.F., V.I.F. B/ FLOOR DECK SCALE: 3/4" = 1 ` - 0" PROVIDE DURABLE POLYURETHANE SATIN FINISH AT EXPOSED TOP OF BULKHEAD, TYP. CONT. 20 GA. CHANNEL �— ALIGN W/ LEASE LINE TYP. +15' -0" A.F.F., V.I.F. B/ LL CONSTRUCTION PROVIDE BLOCKING AS REQ'D, TYP. RECESSED STORERONT GLASS SET IN CONT. TOOLED BLACK SILICONE AT CLG. GLASS TRACK, TYP. CLG. MOUNTED SUPPORT FIN BRACKET IN BRUSHED STAINLESS FINISH, TYP. GLASS FIN @ BUTT JOINTS. 3/4" THK. CLR. TEMP GLASS, POLISH ALL (4) EDGES, TYP. PROVIDE AND INSTALL 18" LIGHTOUER EXTENSION WAND 6074BK, TYP. FOR COVE LIGHTING. 3/4" THK. CLR. TEMP. GLASS, POLISH ALL EXPOSED EDGES, TYP. GLASS PATCH FITTINGS, TO CONNECT STOREFRONT GLASS TO GLASS SUPPORT FIN. BRUSHED STAINLESS FINISH, TYP. TYP. (4) #10 TEK SCREWS, TYP. CONT. 20 GA. 'L' ANGLE, TYP. EXIT SIGN ► CONT. 20 GA. 'L' ANGLE, TYP. 10' -2" A.F.F. B /G.B. BULKHEAD 0-ildnims KAWNEER ALUM. STOREFRONT HEADER, SEE KAWNEER NOTES. GLASS ENTRY DOORS, SEE DOOR SCHEDULE FOR HARDWARE & SPECIFICATIONS. STORE STOREFRONT SECTION CONTINUOUS 20 GA. METAL TRACK; ADD CROSS FRAMING TO PROVIDE SUPPORT AS REQ'D, TYP. NOTE: (E) MALL STRUCTURAL MEMBERS SHOWN MAY NOT MATCH ACTUAL CONDITIONS. VERIFY CONDITIONS IN FIELD PRIOR TO CONSTRUCTION. COORDINATE WITH THE ARCHITECT ANY CONDITIONS WHICH SIGNIFICANTLY DIFFER FROM THE DETAILS SHOWN. FRAMING NOTES: FRAMING AND FASTENERS ARE SHOWN AS MINIMUMS. PROVIDE AS REQUIRED PER CODE, STANDARD BUILDING PRACTICES, AND TO ADAPT TO THE SITE CONDITIONS. ADVISE ARCHITECT OF REVISIONS. STOREFRONT CONSTRUCTION SHALL BE ENTIRELY SUPPORTED FROM EXISTING STRUCTURE. NO CONNECTION TO L.L. MALL BULKHEAD IS ALLOWED. KAWNEER TRIFAB VG 451 FRAMING SYSTEM: CENTER GLAZED WITH 3/4" GLASS; CLEAR TEMPERED GLAZING; CLEAR ANODIZED FINISH (CLASS II - STANDARD) OR APPROVED EQUAL. C.R. LAURENCE GLASS CUPS: FINISH: BRUSHED STAINLESS STEEL SQUARE GLASS CLIP: SQUARE 135 °: SQUARE 90 °: #MFC19 #MFC27 #MFC23 (E) GLASS RAILING ABOVE TO REMAIN, V.LF. (E) STEEL BEAM TO REMAIN, V.I.F. PROVIDE 1 LAYER 5/8" TYPE "X" G.B. ON BACK SIDE OF L.L. CONSTRUCTION AS REQ'D BY CODE IF NOT EXISTING. DIAG. BRACING STUDS SHALL ALTERNATE 32" O.C., (1 DIAG. MEMBER EVERY 16" O.C. IN OPPOSITE DIRECTION) TYP. CONNECT EA. STUD WI 14 GA. CLIP ANGLE WI (3) #10 TEK SCREWS TO STUD & (3) #12.24 SELF - TAPPING SCREWS TO BEAM, TYP. • 20 GA. CONT. HORIZ. 'STRONGBACK' STUD SCREWED SOLID TO BOTH HORIZ. & VERT. STUD FRAMING, TYP. . LEASE LINE SHOWN IN GRAY, TYP. +15' -0" A.F.F., V.I.F. B/ L. L CONSTRUCTION TYP., U.N.O. 10' -0" A.F.F. B/ ALUM. STOREFRONT HORIZ. I e MALL ALUM. STOREFRONT SYSTEM, TYP. DEC 2'0 2007 PERMIT CENTER M &MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A5.3 KEYNOTES 3. 5/8" TYPE 'X' G.B., TYP. 26. (3) 3/4" x 12" x LENGTH SHOWN MELAMINE SHELVES ON STANDARDS /BRACKETS (18" o.c.) PTD. 1x3 HORZ. F.T. WD. FURRING. BOTTOM @ 48" A.F.F. 27. (2) 3/4" x 12" x 36" BLK. MELAMINE SHELVES ON (3) STANDARDS/ BRACKETS (18" o.c.) ON PTD. 1x3 HORZ. F.T. WD. FURRING. BOTTOM @ 54" A.F.F. 35. GALV. STL. CORNER GUARD, 1/8" x 1 -1/2" x 1-1/2" x 48" @ COLS. & CORNERS. NO SHARP 358. GALV. STL. CORNER GUARD, 1/8" 1-1/2" x 1-1/2" x 96" @ 96" H. NO SHARP EDGES. 36. (3) MOP HOOKS WI AT LEAST ABOVE SINK. MOP HOOKS TO AT TOP EDGE OF FRP PANEL. 57. 1 -1/2" 0 SCHEDULE 40, PTD. BLK, PIPE W /FITTINGS BY KEE KLAMP. 60. FIRE EXTINGUISHER: 2A/10BC RATING. 85. SAFE BOLTED TO THE FLOOR UNDER THE COUNTER, LOCATION AS DIRECTED BY THE STORE MANAGER. 90. PROVIDE A 2 "0 BLACK GROMMET, CENTERED IN THE COUNTERTOP. 93. WHITE FRP PANEL WITH PEBBLE EDGE AT 48" A.F.F., W/ ALL REQUIRED INCLUDING INSIDE CORNERS & INSTALL PER MANUFACTURERS MILLWORK KEYNOTES M8. 1 -1/2" x 24" D. P. LAM. COUNTERTOP @ 36" A.F.F., NEVAMAR #S 6053CR, COLOR: JETT BLACK, FINISH: CRYSTAL (LEAD TIME FINISH) M20. 24" D. x 42" W. P. LAM. BENCH NEVAMAR #S 6053CR, COLOR: FINISH: CRYSTAL, EXPOSED CORNER RADIUS: 1 1/2" (LEAD TIME FINISH) M38. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE TO 8' -0" WILSONART #1573 -60, COLOR: WHITE (LEAD TIME FINISH) M39. SELF EDGED P. LAM. WAINSCOT OVER 1/2" SUBSTRATE. TO 8' -0" NEVAMAR #5 6053CR, COLOR: FINISH: CRYSTAL (LEAD TIME FINISH) SH -1 SHELF, 24" WIDE WM -24H WALL MIRROR, 24" W, HANGRAIL FIXTURE KEYNOTES P6M MEN'S SHOE PANEL (22 DASH) P8M INFANT SHOE PANEL (40 DASH) MP WALL SYSTEM POST (2" X 2 ") FIXTURE NOTE: • REFER TO PAGE A7.1 AND FIXTURE SHOP FOR FURTHER INFORMATION. FINISHES B -1 BLACK COVE BASE, 4" HIGH B -4 PAINT GRADE WOOD BASE, 2" CT -8 GRAY MOSAIC TILE PT -1 BLACK PAINT i PT -2 WHITE PAINT PT -3 BLUE PAINT BLK. ON ALL EDGES. x WAINSCOT. (1) HOOK BE MTD, STL, FINISH, TOP TRIMS. TOP EDGE. SPECIFICATIONS. @18" A.F.F., JETT BLACK, A.F.F. FROSTY A.F.F. JETT BLACK, MOUNT DRAWINGS HIGH Architect. 2007 8446 GISTERED n CBITECT i VV` DWAYNE A. MANN STATE OF WASHINGTON l2 -cl- 01 All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 L.L. COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR F inis • = =z Ina WIWI. niihIine com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 ENLARGED PLANS & DETAILS EXIT HALLWAY 1' -8" 3 - 9" HI -LO DRINKING FOUNTAIN I STOCKROOM 48" CLEAR TOILET 7' -3" FRAME TIGHT TO EXISTING STRUCTURAL COLUMNS, TYP. 5' -2" @ 30" AFF. TO 12' -0" A.F.F. SECURE STORAGE SHOWN AS DASHED LINE IN VESTIBULE, TYP I ADJACENT TENANT I BETWEEN EDGE OF M39 WAINSCOT. (UNICRU) NON -RATED RECEIVING I VESTIBULE 9 CV 12I ENLARGEDPLAN Al■ \I E a 8 SCALE: 1/4" = 1' -0" 3' -9" 5' -6" 5 I ADJACENT TENANT I E 1' -7" 8' -2" I YOUTH SCALE: 1/4" = 1' -0" A3 EXIT / SERVICE ENTRY A3 CENTER OF DOOR C #04 4" 16' -6" ENLARGED PLAN 5 ENLARGED PLAN SCALE: 1/4" = 1' -0" 24 60 35 I 5' -0" T- SHAPED :TURNING SPACE ALIGN MIRROR ON �) B .. I HEADER (SHOWN DASHED) PARTITION CONTINUES ABOVE 16' -0" HAT DISPLAY I CASH WRAP LT, 612 STOCKROOM I MEN DRESSING ROOM I TYP. OF ( TYP. TYP. MEN TYP. OF (2) J u.J ce L- a 4' -0" APPAREL TYP. MEN ice— PARTITION I STOCKROOM SHOWN AS DASHED LINE CONTINUES ABOVE 4 ENLARGED PLAN SCALE: 1/4" = 1' -0" 6 CLEAR ADJACENT TENANT E 5' -0" TURNING RADIUS NOTE: LOCATE AUDIO, SECURITY, TELEPHONE AND DATA EQUIPMENT ABOVE THIS DOOR. CONTACT ARCHITECT IF THERE ARE ANY EXISTING CONDITIONS THAT PROVIDE A CONFLICT TO LOCATE EQUIPMENT ABOVE THIS DOOR. (E) WIDE - FLANGE COLUMN TIP COLUMN - (1 HR RATED UL #X528) 111 PLAN SECTION SCALE: I /2" = 1 ' -0" SURFACE MTD. PAPER TOWEL DISP. MOP SINK 2 2 r� o' TOILET ROOM 71 ELEVATIONS SCALE: 1/4" = 1' -0" #8 SILVER BUGLE HEAD DRYWALL SCREWS W/ SILVER FINISHING WASHER (6 TYP.) 5' -6" A.F.F. HOOK C.L. 1 /2" MAPLE VENEER — PLYWOOD, OR (ALTERNATE) SOLID CLEAR MAPLE. EASE ALL EDGES. CN 4' -0" A.F.F. HOOK C.L. FRAME SQUARE 6" TYP. 6" - MAX 1' -5" - MIN. 1" TYP. 3' -8" A.F.F. B. OF PANEL NOTE: PROVIDE BLOCKING AS REQ'D FOR SOLID CONNECTION OF HOOK PANEL TO PARTITION HOOKS AT DRESSING ROOM 3 ELEVATION SCALE: 1 1/2" = 1' -0" OVER 1 -5/8 ", 20 GA. MTL. STUDS, TYP. FRAME TIGHT TO (E) COLUMN, TYP. TAPE & SEAL ALL JOINTS TO PROVIDE ONE -HOUR RATING (UL DESIGN #X528) BELOW SURFACE MTD. MIRROR ALIGN CENTERS 1' -3" FASTEN EMCO #D-1 0, SATIN CHROME HOOKS, SOLID TO MAPLE PANEL WI #8 SILVER BUGLE HEAD DRYWALL SCREWS, TYP. ONTINUOUS TOOLED CLEAR SEALANT AT WOOD PANEL /DRYWALL JOINT �C ,w 3' -0" . -A \- 3' -6" - MIN. 1' -6" IOTA INSULATE EXPOSED PIPING UNDER SINK PER CODE. DASHED LINE INDICATES KNEE CLEARANCE. FASTEN W/ EXPOSED BLK. DRYWALL SCREWS & CHROME FINISHING WASHERS, TYP. REFER TO PLANS FOR LOCATIONS. SALES AREA COLUMN 101 ELEVATION SCALE: 1/2" = 1' -0" PT -2 ALIGN TOP OF CORNER ANGLE FLUSH W/ BOTTOM OF VESTIBULE CEILING OR G.B. OPENING. 3' -4" t TO B/ DECK TO 9' -6" A.F.F. 0 CV 1 HR. RATED COLUMN ENCLOSURE, UL DESIGN #X528 OR EQ. G.0 TO VERIFY / MAINTAIN RATING 36" MAX. 9' -6" A.F.F. PAINT CHANGE 4' -0" A.F.F. T. /CORNER GUARD 3' -6" - am - ' E3 A WAINSCOT / CORNER ANGLE 2 ISOMETRIC SCALE: 1/2" = 1' -0" 9 \ ! - —PAPER HOLDER 2 OVER P.LAM. WAINSCOT NOTE: AT CORNERS WHERE ACUTE OR OBTUSE ANGLES OCCUR (AND STEEL ANGLES CANNOT BE USED), USE (2) 1 -1 /2" W. X 1 /8" THK. X 96" H. GALV STL. PLATES, OVERLAPPED. FASTENER TYPE AND SPACING SHALL BE THE SAME AS FOR THE CORNER ANGLE SHOWN ABOVE. 27i :949 31 v rOUNTAIN WATER IV Cr 1 0.0. T IOW (13i 1686) a44 ;8641 t @;47 7,7 SCALE: N. T.S. 1. 19 (48.7 1. x11 NPT 14ASI ;' CL)NNJECT LC\ t 322 5302 91 (238) 3 1551 SCRIBE TO WALL WI 8 "H. BACKSPLASH (1067 40 00161 2'15!1 DIA PUS: 0.,T 70w 42 (733) = OOR LINE FACE cc' FRAME IS FL.US- WLT- F1htiSHID OAIJ LINE NOTES: I. ALL DIMENSIONS ARF IN INCHES. DRINKING FOUNTAIN ELEVATIONS TO 1 2'-0" TYP. RECEIVING COUNTER 61 ELEVATION SCALE: 1/4 "= 1' -0" SCALE: 1/4" = 1' -0" CORNER ANGLE 1 I ISOMETRIC SCALE: ��2„ _ ,,_ SCALE: 1/2" = 1' -0" 29i" t 10031 tol (502] 97 1 051 1 121) t r0U TAIN LATER 34 33 (x83)1838) 18* 1 4641 FASTEN W/ EXPOSED BLK. DRYWALL SCREWS & CHROME FINISHING WASHERS, TYP. REFER TO PLANS FOR LOCATIONS. USE B -1 BASE IN STOCKROOM AND B -4 BASE IN SALES AREA. NOTE: AT CORNERS WHERE ACUTE OR OBTUSE ANGLES OCCUR (AND STEEL ANGLES CANNOT BE USED), USE (2) 1 -1 /2" W. X 1 /8" THK. X 48" H. GALV STL, PLATES, OVERLAPPED. FASTENER TYPE AND SPACING SHALL BE THE SAME AS FOR THE CORNER ANGLE SHOWN ABOVE. RECEIVED DEC 2 0 2007 PERMIT CENTER M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A6.1 FIXTURE NOTE: • REFER TO FIXTURE SHOP DRAWINGS FOR FURTHER INFORMATION. Archit 2007 $ R� ISTERED ITECI' DWAYNE A. MANN STATE OF WASHINGTON 2—'11 All drawings, specifications, and designs © Dwayne A. Mann 11.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR Fi :. in www.finishilirve.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 FIXTURE DETAILS WALL RAIL TOP CAP END CAP STL. POST W /SELF LEVELING FOOT TYP. SHOE PANEL AND APPAREL LAYOUT (6) STL. CLIPS PER FIXTURE DRAWINGS, TYE.. SCREW TOP ROW CLIPS TO HANGRAIL WITH SELF - TAPPING SCREWS, TYP. LINE OF FINISHED FLOOR, TYP. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH, TYP. TYPICAL SHOE PANEL 4 SIDE ELEV. SCALE: 1/2" - 1' -0" 40 DASH MAPLE VENEER PANEL r WALL RAIL CENTERED @ 9' -6" A.F.F. SCALE: 1 1/2" = 1' -0" C.L. WALL RAIL @ 9 -6" A.F.F. POST uio NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH, TYP. I — I0 Oi0 INFANT SHOE PANEL WOMEN /YOUTH SHOE PANEL 3 P8M ELEVATION 2 P7M ELEVATION SCALE: 1/2" 1' -0" SCALE: 1/2" = 1' -0" 0!0 0!0 0 0,0 Dig Opt ilia 010 2' -0" TYP. STL. POST 0o 0 h AT STOREFRONT 7 ENLARGED ELEVATION SCALE: 1 1/2" = 1 ` -0" TERMINATION OF WALL AT STOREFRONT END CAP STL. POST HANG RAIL MAPLE VENEER SHOE PANEL STL. CLIP 74=-72, l'-1 1 1 /2" , 1' 1 1 1/2" , I 1' -11 1/2" SR. ANGLE PER FIXTURE DRAWINGS -- - SCALE: 1/2" = 1' - irm TERMINATION -4—OF WALL AT STOREFRONT END CAP 5127PICAL POST AND SHOE PANEL ENLARGED PLAN 24 DASH MAPLE VENEER PANEL 22 DASH MAPLE VENEER PANEL MEN'S SHOE PANEL P6M ELEVATION \ -.- + - - - -'- - - - - - : .771 77 '' .'- j }: (6) STL. CLIPS PER FIXTURE DRAWINGS, TYP.. SCREW TOP ROW CUPS TO HANGRAIL WITH SELF - TAPPING SCREWS, TYP. UNE OF FINISHED FLOOR, TYP. REC WV F DEC ?,0 2007 PERMIT CENTE r M &MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN IX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A7.1 AUDIO /SECURITY EQUIPMENT GENERAL NOTES: • ALL EMT CONDUITS PROVIDED /INSTALLED BY ELECTRICAL CONTRACTOR • SEE ALSO ELECTRICAL DRAWINGS AND NOTES, PAGES El & E2 • SEE ALSO DRAWING #4 /AS1.2, A.T.S. BACKBOARD ELEVATION FOR CONDUIT TERMINATIONS • ELECTRICAL CONTRACTOR TO LABEL ALL CONDUIT • ELECTRICAL CONTRACTOR TO INSTALL ONE SINGLE DEEP JUNCTION BOX AT CASHWRAP FOR VOLUME CONTROL SEE SHEET E2 FOR CASHWRAP ELECTRICAL PLAN • ALL CONDUITS SHALL HAVE PULL STRINGS, LABELED @ BOTH ENDS • ALL CONDUIT ENDS TO BE FREE OF ROUGH EDGES. PROVIDE BUSHINGS @ ALL EXPOSED ENDS OF CONDUIT. AUDIO SYSTEM VENDOR TO PROVIDE THE FOLLOWING: • AUDIO SYSTEM ELECTRONICS AND WIRE CONNECTIONS TO BE INSTALLED BY A CERTIFIED INSTALLER PROVIDED BY AUDIO SYSTEM VENDOR (IF UNION LABOR IS REQUIRED AT JOBSITE, WIRING MUST BE INSTALLED BY UNION ELECTRICIAN) • LOW VOLTAGE PERMITTING AS REQUIRED BY LOCAL AND STATE BUILDING AUTHORITIES • SYSTEMS ELECTRONIC RACK MOUNTED TO THE A.T.S. BACKBOARD IN STOCKROOM • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • REFER QUESTIONS TO MELISSA KENDRICK, AT PLAYNETWORK 888.567.7529 EXT. 754 CAMERA DOMES • CAMERA DOMES SHALL BE FURNISHED AND INSTALLED BY SENSORMATIC (ERIC GILLMAN, 317.815.0608) • ALL CONDUIT TO BE INSTALLED BY ELECTRICAL CONTRACTOR. • SEE DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR CAMERA DOME LOCATIONS • DOMES ARE PENDANT MOUNTED W/ RIGID CONDUIT, SWAY BRACE AS REQUIRED. • INSTALL SO THAT TOP OF DOME ALIGNS WITH BOTTOM OF ADJACENT LIGHT FIXTURES • ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" EMT CONDUIT TO TERMINATION LOCATIONS, NUMBER AND LABEL EACH CAMERA • VENDOR CONTACT: ERIC GILLMAN - SENSORMATIC 317.815.0608 / V PERSONAL VIDEO MONITORS • ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" EMT CONDUIT. TERMINATE CONDUIT @ SECURITY J -BOX, REF. DRAWING #4 /AS1.2 FOR DET • VENDOR CONTACT: ERIC GILLMAN - SENSORMATIC 317.815.0608 • MONITORS ARE PENDANT MOUNTED W/ RIGID CONDUIT, SWAY BRACE AS REQUIRED. • INSTALL MONITOR APPROXIMATELY 10' -8" A.F.F. TO TOP OF BRACKET. TILT MONITOR FOR CUSTOMER VIEW AT ENTRY. KEYNOTES: CD CAMERA DOME CD1 TIGHT VIEW OF ENTRANCE DOOR TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD2 VIEW OF REGISTER CLOSEST TO CAMERA LOCATION TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD3 VIEW OF REGISTER CLOSEST TO CAMERA LOCATION TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD4 TIGHT VIEW OF BACK DOOR (9 -12MM LENS FOR LONG HALLWAY SHOT AS REQUIRED) TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD REF. DRAWING #4/AS1.2 FOR DETAILS PVM1 FACING ENTRANCE - REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION PROVIDE 1 -1/2" THREADED RIGID FOR MOUNTING PVM AK -1 ALA KEYPA OR`aCCIN • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • KEYPADS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • REAR ALARM KEYPAD TO ARM REAR EXIT /SERVICE ENTRY. WHILE THE REAR KEYPAD I5 DISARMED IT WILL FIRE THE STROBE OVER THE FRONT KEYPAD UNTIL THE DOOR I-IAS BEEN RE- SECURED AND ARMED. • ELECTRICAL CONTRACTOR TO PROVIDE A SINGLE GANG, RECESSED JUNCTION BOX. MOUNT HORIZONTALLY 48" A.F.F. AT EACH KEYPAD. (SURFACE MOUNT JUNCTION BOX IN STOCKROOM IF WALL I5 CMU OR UNABLE TO FLUSH MOUNT) AK -2 SALES /STOCKROOM DOOR ALARM KEYPAD FOR SECURITY SYSTEM • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • KEYPADS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • SALES /STOCKROOM DOOR ALARM KEYPAD ARMED AFTER HOURS • ELECTRICAL CONTRACTOR TO PROVIDE A SINGLE GANG, RECESSED JUNCTION BOX. MOUNT HORIZONTALLY 48" A.F.F. AT EACH KEYPAD. (SURFACE MOUNT JUNCTION BOX IN STOCKROOM IF WALL IS CMU OR UNABLE TO FLUSH MOUNT) HS SECURITY HORN AND STROBE • INSTALL ABOVE OPENING FROM SALES AREA TO STOCKROOM / ALIGN OVER EXIT SIGN • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • ELECTRICAL CONTRACTOR TO PROVIDE RECESSED JUNCTION BOX 11' A.F.F. CENTERED ABOVE OPENING ON SALES SIDE - FOR STROBE. DC -2 DOOR CONTACTS • AT EXIT /SERVICE DOOR, SURFACE MOUNTED • SEE DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • DOOR CONTACTS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR EAS-p EAS PEDESTALS • ' SENSORMATIC DIGITAL DOOR PEDESTALS AT ENTRY DOORS • SEE DRAWING #3 /AS1.2 FOR ELEVATION AND DETAILS. • EAS PEDESTALS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • ELECTRICAL CONTRACTOR TO PROVIDE (2) 3/4" EMT CONDUIT. TERMINATE CONDUIT AT EAS POWER PACK OR EAS ALARM PER MANUFACTURER'S INSTRUCTIONS. IR INFRA- RED DETECTOR • SUSPEND JUNCTION BOX TO ALIGN WITH HEIGHT OF ADJACENT LIGHT FIXTURE • LOCATE JUNCTION BOX 24" MAX FROM EITHER SIDE OF ENTRY AND 36" DEEP INTO SPACE • ELECTRICAL CONTRACTOR TO PROVIDE 3/4" EMT CONDUIT FROM JUNCTION BOX. TERMINATE CONDUIT AT SECURITY PANEL AT A.T.S. BACKBOARD. • ALIGN LONG SIDE OF JUNCTION BOX PERPENDICULAR TO STOREFRONT OPENING TC TRAFFIC COUNTER • PULLINIX MODEL #PB -10NSb W/ ELECTRONIC EYE. INSTALLED BY TELSOURCE • AT ENTRY DOORS - SEE DRAWING #3 /AS1.2 FOR MOUNTING HEIGHT ETC. • SEE DRAWING #1 /AS1.2 FOR INSTALLATION DETAILS & NOTES • TRAFFIC COUNTER PROVIDED AND INSTALLED BY 'TELSOURCE' • VENDOR CONTACT: LAURA JETER - TELSOURCE 440.202.4609 LS UNICRU STATION PHONE OUTLET AND ELECTRICAL OUTLET LOCATED BELOW. PROVIDE PULL STRING LABELED "UNICRU (SHARED LINE) ". 1 I REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" Effr, a tN T• A.T.S. BOARD ABOVE DOOR. SEE ELEV #4 /AS 1.2 (Tc) 170q RECEIVED DEC 2 0 2007 PERMIT CENTER DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 M &MA #7059 FINL STORE #896 A51.1 Architect. 2007 8446 �4R R � GTSTERED CH ITECI t DWAYNE A. MANN STATE OF WASHINGTON tz- (( - DI All drawings, specifications, and designs © Dwayne A. Mann 12.07.07 LL COMMENTS 1 1.07.07 PERMIT, L.L. REVIEW, BID 11.02.07 OWNER REVIEW DATE ISSUED FOR Finis in .flnIshIIne.con SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 AUDIO /SECURITY REFLECTED CEILING PLAN AUDIO /SECURITY EQUIPMENT GENERAL NOTES: • ALL EMT CONDUITS PROVIDED /INSTALLED BY ELECTRICAL CONTRACTOR • SEE ALSO ELECTRICAL DRAWINGS AND NOTES, PAGES El & E2 • SEE ALSO DRAWING #4 /AS1.2, A.T.S. BACKBOARD ELEVATION FOR CONDUIT TERMINATIONS • ELECTRICAL CONTRACTOR TO LABEL ALL CONDUIT • ELECTRICAL CONTRACTOR TO INSTALL ONE SINGLE DEEP JUNCTION BOX AT CASHWRAP FOR VOLUME CONTROL SEE SHEET E2 FOR CASHWRAP ELECTRICAL PLAN • ALL CONDUITS SHALL HAVE PULL STRINGS, LABELED @ BOTH ENDS • ALL CONDUIT ENDS TO BE FREE OF ROUGH EDGES. PROVIDE BUSHINGS @ ALL EXPOSED ENDS OF CONDUIT. AUDIO SYSTEM VENDOR TO PROVIDE THE FOLLOWING: • AUDIO SYSTEM ELECTRONICS AND WIRE CONNECTIONS TO BE INSTALLED BY A CERTIFIED INSTALLER PROVIDED BY AUDIO SYSTEM VENDOR (IF UNION LABOR IS REQUIRED AT JOBSITE, WIRING MUST BE INSTALLED BY UNION ELECTRICIAN) • LOW VOLTAGE PERMITTING AS REQUIRED BY LOCAL AND STATE BUILDING AUTHORITIES • SYSTEMS ELECTRONIC RACK MOUNTED TO THE A.T.S. BACKBOARD IN STOCKROOM • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • REFER QUESTIONS TO MELISSA KENDRICK, AT PLAYNETWORK 888.567.7529 EXT. 754 CAMERA DOMES • CAMERA DOMES SHALL BE FURNISHED AND INSTALLED BY SENSORMATIC (ERIC GILLMAN, 317.815.0608) • ALL CONDUIT TO BE INSTALLED BY ELECTRICAL CONTRACTOR. • SEE DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR CAMERA DOME LOCATIONS • DOMES ARE PENDANT MOUNTED W/ RIGID CONDUIT, SWAY BRACE AS REQUIRED. • INSTALL SO THAT TOP OF DOME ALIGNS WITH BOTTOM OF ADJACENT LIGHT FIXTURES • ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" EMT CONDUIT TO TERMINATION LOCATIONS, NUMBER AND LABEL EACH CAMERA • VENDOR CONTACT: ERIC GILLMAN - SENSORMATIC 317.815.0608 / V PERSONAL VIDEO MONITORS • ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" EMT CONDUIT. TERMINATE CONDUIT @ SECURITY J -BOX, REF. DRAWING #4 /AS1.2 FOR DET • VENDOR CONTACT: ERIC GILLMAN - SENSORMATIC 317.815.0608 • MONITORS ARE PENDANT MOUNTED W/ RIGID CONDUIT, SWAY BRACE AS REQUIRED. • INSTALL MONITOR APPROXIMATELY 10' -8" A.F.F. TO TOP OF BRACKET. TILT MONITOR FOR CUSTOMER VIEW AT ENTRY. KEYNOTES: CD CAMERA DOME CD1 TIGHT VIEW OF ENTRANCE DOOR TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD2 VIEW OF REGISTER CLOSEST TO CAMERA LOCATION TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD3 VIEW OF REGISTER CLOSEST TO CAMERA LOCATION TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD, REF. DRAWING #4 /AS1.2 FOR DETAILS CD4 TIGHT VIEW OF BACK DOOR (9 -12MM LENS FOR LONG HALLWAY SHOT AS REQUIRED) TERMINATE CONDUIT @ SECURITY J -BOX AT A.T.S. BACKBOARD REF. DRAWING #4/AS1.2 FOR DETAILS PVM1 FACING ENTRANCE - REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION PROVIDE 1 -1/2" THREADED RIGID FOR MOUNTING PVM AK -1 ALA KEYPA OR`aCCIN • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • KEYPADS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • REAR ALARM KEYPAD TO ARM REAR EXIT /SERVICE ENTRY. WHILE THE REAR KEYPAD I5 DISARMED IT WILL FIRE THE STROBE OVER THE FRONT KEYPAD UNTIL THE DOOR I-IAS BEEN RE- SECURED AND ARMED. • ELECTRICAL CONTRACTOR TO PROVIDE A SINGLE GANG, RECESSED JUNCTION BOX. MOUNT HORIZONTALLY 48" A.F.F. AT EACH KEYPAD. (SURFACE MOUNT JUNCTION BOX IN STOCKROOM IF WALL I5 CMU OR UNABLE TO FLUSH MOUNT) AK -2 SALES /STOCKROOM DOOR ALARM KEYPAD FOR SECURITY SYSTEM • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • KEYPADS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • SALES /STOCKROOM DOOR ALARM KEYPAD ARMED AFTER HOURS • ELECTRICAL CONTRACTOR TO PROVIDE A SINGLE GANG, RECESSED JUNCTION BOX. MOUNT HORIZONTALLY 48" A.F.F. AT EACH KEYPAD. (SURFACE MOUNT JUNCTION BOX IN STOCKROOM IF WALL IS CMU OR UNABLE TO FLUSH MOUNT) HS SECURITY HORN AND STROBE • INSTALL ABOVE OPENING FROM SALES AREA TO STOCKROOM / ALIGN OVER EXIT SIGN • REF. DRAWING #1 /AS1.1, REFLECTED CEILING PLAN FOR LOCATION • REF. DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • ELECTRICAL CONTRACTOR TO PROVIDE RECESSED JUNCTION BOX 11' A.F.F. CENTERED ABOVE OPENING ON SALES SIDE - FOR STROBE. DC -2 DOOR CONTACTS • AT EXIT /SERVICE DOOR, SURFACE MOUNTED • SEE DRAWING #4 /AS1.2 FOR CONDUIT SPECIFICATIONS • DOOR CONTACTS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR EAS-p EAS PEDESTALS • ' SENSORMATIC DIGITAL DOOR PEDESTALS AT ENTRY DOORS • SEE DRAWING #3 /AS1.2 FOR ELEVATION AND DETAILS. • EAS PEDESTALS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • ELECTRICAL CONTRACTOR TO PROVIDE (2) 3/4" EMT CONDUIT. TERMINATE CONDUIT AT EAS POWER PACK OR EAS ALARM PER MANUFACTURER'S INSTRUCTIONS. IR INFRA- RED DETECTOR • SUSPEND JUNCTION BOX TO ALIGN WITH HEIGHT OF ADJACENT LIGHT FIXTURE • LOCATE JUNCTION BOX 24" MAX FROM EITHER SIDE OF ENTRY AND 36" DEEP INTO SPACE • ELECTRICAL CONTRACTOR TO PROVIDE 3/4" EMT CONDUIT FROM JUNCTION BOX. TERMINATE CONDUIT AT SECURITY PANEL AT A.T.S. BACKBOARD. • ALIGN LONG SIDE OF JUNCTION BOX PERPENDICULAR TO STOREFRONT OPENING TC TRAFFIC COUNTER • PULLINIX MODEL #PB -10NSb W/ ELECTRONIC EYE. INSTALLED BY TELSOURCE • AT ENTRY DOORS - SEE DRAWING #3 /AS1.2 FOR MOUNTING HEIGHT ETC. • SEE DRAWING #1 /AS1.2 FOR INSTALLATION DETAILS & NOTES • TRAFFIC COUNTER PROVIDED AND INSTALLED BY 'TELSOURCE' • VENDOR CONTACT: LAURA JETER - TELSOURCE 440.202.4609 LS UNICRU STATION PHONE OUTLET AND ELECTRICAL OUTLET LOCATED BELOW. PROVIDE PULL STRING LABELED "UNICRU (SHARED LINE) ". 1 I REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" Effr, a tN T• A.T.S. BOARD ABOVE DOOR. SEE ELEV #4 /AS 1.2 (Tc) 170q RECEIVED DEC 2 0 2007 PERMIT CENTER DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 M &MA #7059 FINL STORE #896 A51.1 J r I 1 Architect. 2007 8446 REGISTERED /ARCHITECT l 1 � D AYNE A. MANN STATE OF WASHINGTON \--'t 1. U, All drowings, specifications, and designs © Dwayne A. Mann 12.07.07 LL COMMENTS 11.07.07 PERMIT, L.L. REVIEW, BID 1 1.02.07 OWNER REVIEW DATE ISSUED FOR Finis r w ..Y,, in www.finishilne.com SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 AUDIO /SECURITY NOTES & DETAILS JUNCTION BOX FOR CAMERA DOMES 12 "xl 2 "x6 ", LABEL FRONT OF JUNCTION BOX 'SECURITY CABLE ONLY' - PROVIDED/INSTALLED BY ELECTRICAL CONTRACTOR DEDICATED DUPLEX RECEPTACLE MTD. NEXT TO JUNCTION BOX FOR ALARM SYSTEM 24" X 24" SHELF FOR DVR PROVIDED & INSTALLED BY G.C. 24" X 24" SHELF FOR TELECOM ROUTER AND SWITCH PROVIDED & INSTALLED BY G.C. POWER STRIP - PROVIDED /INSTALLED BY TELSOURCE SCALE: 1 " = 1 ' -0" NOTE: 1. GENERAL CONTRACTOR TO PROVIDE ALL EQUIPMENT SHOWN, U.N.O. 2. ALL CONDUIT SHALL BE SURFACE MOUNTED ELECTRICAL METALLIC TUBING (EMT), U.N.O. 3. ALL CONDUIT RUNS SHALL INCLUDE NYLON BUSHINGS AT EXPOSED ENDS, WITH PULL STRINGS LABELED AT EACH END. 4 A.T.S. BACKBOARD ELEVATION 1' -4" • 1 AUDIO /SECURITY NOTES: • ALL EMT CONDUITS PROVIDED /INSTALLED BY ELECTRICAL CONTRACTOR • SEE ALSO ELECTRICAL DRAWINGS AND NOTES, PAGES El & E2 • SEE ALSO DRAWING #4 /AS1.2, A.T.S. BOARD ELEVATION FOR CONDUIT TERMINATIONS • ELECTRICAL CONTRACTOR TO LABEL ALL CONDUITS • ALL CONDUITS SHALL HAVE PULL STRINGS, LABELED @ BOTH ENDS • ALL CONDUIT ENDS TO BE FREE OF ROUGH EDGES. PROVIDE BUSHINGS @ ALL EXPOSED ENDS OF CONDUIT. KEYNOTES: EAS EAS PEDESTALS • 'SENSORMATIC DIGITAL DOOR AT ENTRY DOORS • SEE DRAWING #3/AS1.2 FOR ELEVATION AND DETAILS. • EAS PEDESTALS PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR • ELECTRICAL CONTRACTOR TO PROVIDE (2) 1 /2" EMT CONDUIT. TERMINATE CONDUIT AT EAS POWER PACK. TC TRAFFIC COUNTER • PULUNIX MODEL #PB -1 ONSb W/ ELECTRONIC EYE. INSTALLED BY TELSOURCE • AT ENTRY DOORS - SEE DRAWING #3 /AS1.2 FOR MOUNTING HEIGHT ETC. • SEE DRAWING #1/A51.2 FOR INSTALLATION DETAILS & NOTES • TRAFFIC COUNTER PROVIDED AND INSTALLED BY 'TELSOURCE' • VENDOR CONTACT: LAURA JETER - TELSOURCE 440.202.4609 (4) 3/4" CONDUITS EXTENDED OUT TO EACH CAMERA (CABLE FOR PVM AT STOREFRONT RUNS THROUGH CONDUIT WITH CABLE FOR CAMERA #1) AND TERMINATED AT SECURITY JUNCTION BOX, LOCATION OF CAMERAS /PVM INDICATED ON DRAWING #1 /AS1.1, NUMBER AND LABEL EACH CAMERA ALARM SYSTEM RJ31x JACK, LABEL 'ALARM' W /PHONE # - PROVIDED /INSTALLED BY TELEPHONE VENDOR (2) 3/4" CONDUITS EXTENDED OUT TO ALARM KEYPADS, LOCATION INDICATED ON DRAWING #1 /AS1.1, LABEL 'ALARM KEYPAD' (2) 3/4" CONDUITS EXTENDED OUT TO SECURITY HORN AND STROBE, LOCATION INDICATED ON DRAWING #1 /AS1.1, LABEL 'HORN AND STROBE' 3/4" CONDUIT EXTENDED OUT TO J -BOX / INFRARED DETECTOR AT STOREFRONT ENTRY, LOCATION PER NOTES /AS1.1, LABEL 'INFRARED DETECTOR' (1) 1/2" CONDUIT EXTENDED OUT TO DOOR CONTACTS AT EXIT /SERVICE (ENTRY), LOCATION INDICATED ON DRAWING #1 /AS1.1, LABEL 'EXIT DOOR CONTACTS' 18 3/8" X 23 1/8" — PROVIDED & INSTALLED BY PIAYNETWORK ALARM PANEL 12 3/4" X 15" PROVIDED & INSTALLED BY SECURITY SYSTEMS VENDOR DEDICATED QUAD RECEPTACLE F ALARM /SWITCH /ROUTER (3) 1 1 /4" CONDUIT EXTENDED OUT TO P.O.S. AT CASHWRAP, 1 CONDUIT PER P.O.S. REFER TO DWG. E -2 FOR STUB -UP LOCATION. LABEL'P.O.S.' 31_411 1' -0" UDIO RACK 66 - BLOCK INSTALLED /PROVIDED BY PHONE COMPANY, PROVIDE (1) PHONE LINE TO THE ALARM PANEL AND LABEL 'SECURITY PHONE UNE' WITH PHONE NUMBER. (ELECTRICAL CONTRACTOR TO PROVIDE (3) #6 GROUNDWIRES FROM THE ELECTRICAL PANEL GROUND TO THE A.T.S. BACKBOARD, TERMINATE WITH GROUND WIRE BLOCK PROVIDED BY THE ELECTRICAL CONTRACTOR) (1) 1 /2" CONDUIT EXTENDED OUT TO JUNCTION BOX AT CASHWRAP FOR VOLUME CONTROL, LABEL 'AUDIO VOLUME / CASHWRAP' 3/4" FIRE TREATED PLYWOOD BACKBOARD MOUNTED SOLID TO FRAMING FOR TELEPHONE, AUDIO, DATA AND SECURITY' SERVICE TERMINATION. QUAD RECEPTACLE FOR AUDIO 7' -4" A.F.F. B./ BACKBOARD J -BOX W/ 12" MAX. WHIP (DEDICATED CIRCUIT). MOUNT SOLID TO FRAMING INSIDE BULKHEAD. EAS ALARM UNIT - MOUNT SOLID ON SALES SIDE OF STOREFRONT BULKHEAD, PROVIDED /INSTALLED BY SECURTIY SYSTEM VENDOR 18 "xl8" ACCESS PANEL PTD. TO MATCH ADJ. WALL, TYP. VERIFY LOCATION IN FIELD 4' -2" A.F.F. TRAFFIC COUNTER FINISHED FLOOR NOTE: S U e a P 1 U e r a U a U SCALE: 1/2" = 1' -0" ALUM. STOREFRONT SYSTEM SEE DETAILS ON A5.2 1 /2" HOLE DRILLED FOR TRAFFIC COUNTER FEED @ 4' -2" A.F.F. 1 /2" CONDUIT FOR TRAFFIC COUNTER SP-a-a=-a=rcrrYa LEASE LINE STORE 1 I PLAN DETAIL SCALE: 3" = 1' -0" I ) IF u II II SAWCUT SLAB TO ACCEPT 1/2" CONDUIT I MALL EQ. I 4' -0" - MAX. • • • • • �c3 - -$ 21 �I MALL MASTER PEDESTAL N BE I 3 TYPICAL ELEVATION OF ENTRY C STORE SIDE SCALE: 1/2" = 1 ` -0" 4' -0" - MAX. 3 • • 1 4 EQ. (2) 1/2" CONDUITS FOR EAS SECURITY PEDESTALS BY G.C. 11� 2 TYPICAL PARTIAL FLOOR PLAN AT STOREFRONT r II II lu II III 1111 All Ij I I `11 � = AS CODE PERMITS AND LANDLORD APPROVES, CHANNEL 1. ALL CONDUITS LOCATED WITHIN STOREFRONT BULKHEAD AND DOOR FRAMING, SEE DETAILS 1 AND 2 FOR MORE INFORMATION CUT OR CORE DRILL SLAB TO ACCEPT 1 /2" CONDUIT. G.C. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT SHOWN, U.N.O. TO STUB -UP CONDUIT ENDS ± 6" A.F.F. 3. ALL CONDUIT RUNS SHALL INCLUDE NYLON BUSHINGS AT EXPOSED ENDS, WITH PULL STRINGS LABELED AT EACH END. EAS -P C7 EAS SYSTEM POWER PACK MOUNT SOLID ON INSIDE OF STOREFRONT BULKHEAD ADJ. TO ACCESS PANEL PROVIDED /INSTALLED BY SECURTIY SYSTEM VENDOR. ELECTRICAL CONTRACTOR TO HARDWIRE POWER PACK TO J -BOX 1 /2" TRAFFIC COUNTER CONDUIT EXTENDED OUT TO RECEIVING DESK, REGISTER NO. 1). REFER TO DWG. E -2 FOR LOCATION. LABEL 'TRAFFIC COUNTER' 18 "xl 8" ACCESS PANEL PTD. TO MATCH ADJ. WALL, TYP. VERIFY LOCATION IN FIELD (2) 1 /2" CONDUITS FOR TRAFFIC COUNTER, BOTTOM OF CONDUIT @ 4' -2" 1/2" HOLES DRILLED THROUGH STRFRNT COLUMN @ 4' -2" A.F.F. (2) 1 /2" CONDUITS FOR EAS SECURITY PEDESTALS BY G.C. X07 L-/ NOTE: THE PLAN SHOWN IS FOR A TYPICAL INSTALLATION. CONDITIONS MAY VARY SLIGHTLY PER LOCATION. CONSULT ARCHITECT IF MORE INFORMATION IS REQUIRED. RECEIVED DEC 2 0 2007 PERM) I LY.Is,1 d I v M&MA #7059 FINL STORE #896 DWAYNE A. MANN, ARCHITECT 3801 S CAPITAL OF TEXAS HWY SUITE 230 AUSTIN TX 78704 TEL: 512.912.7994 FAX: 512.912.7995 A51.2 LISHTINS FIXTURE SCHEDULE TYPE MOUNTING LAMPS DESCRIPTION CATALOG IS WATTS VOLTS G PENDANT 2 -F32 T8 4' LINEAR FLUORESCENT TROFFER WITH SEMI- SPECULAR PARABOLIC LOUVER AND ELECTRONIC BALLAST. LIGHTOLIER #LL4FI2LR232120 PG QFL 62 120 GI PENDANT 2 -F32 T8 4' LINEAR FLUORESCENT TROFFER WITH SEMI - SPECULAR PARABOLIC LOUVER, Fl FGTRONIC BALLAST 4 BATTERY BACKUP. LIGHTOLIER #LL4FI2LR232120 DEEM QFL 62 120 G2 RECESSED 2 -F32 T8 4' LINEAR FLUORESCENT TROFFER WITH SEMI- SPEGULAR PARABOLIC LOUVER, FL FGTRONIG BALLAST. LIGHTOLIER #L158612LL232120 DG 62 120 E CHAIN 2 -F32 T8 4' FLUORESCENT STRIP FIXTURE WITH ELECTRONIC BALLAST. LIGHTOLIER #SH232HPF 120D0 62 120 El SURFACE 2 -F32 T8 4' FLUORESCENT STRIP FIXTURE WITH ACRYLIC PRISMATIC LENS AND ELECTRONIC BALLAST. LIGHTOLIER #KLT232HPF I20DG 62 120 E2 SURFACE I -F32 TS 4' FLUORESCENT STRIP FIXTURE WITH Fl FGTRONIC BALLAST. LIGHTOLIER #5W132HPF 1200G 32 120 E3 CHAIN 2 -F52 T8 4' FLUORESCENT STRIP FIXTURE WITH Fl FGTRONIG BALLAST et BATTERY BACKUP. LIGHTOLIER #S1 I20DG EM 32 120 F RECESSED I -601"4 PAR38 HIR FL INCANDESCENT DOWNLIGHT WITH GNEAR ALZAK REFLECTOR. LIGHTOLIER 141102PI /I II3 60 120 L SURFACE INGLD. SELF CONTAINED EMERGENCY BATTERY UNIT WITH INTEGRAL BATTERY /CHARGER. EMERGI -CITE #EC -2 SERIES 5 120 M UNIVERSAL RECESSED LED EDGE -LIT EXIT SIGN WITH INTEGRAL LIGHT ALARM #SPLED- B-RW -D 3 120 BA I I RY /CHARGER AND FLASHING INTERFACE N UNIVERSAL LED LED SELF- POWERED EXIT SIGN WITH INTEGRAL BATTERY/CHARGER LITHONIA #LQMS1/4IR120 3 120 RI RECESSED I -31H PAR30 MH GALGULITE METAL HALIDE DOHNLIGHT AND ELECTRONIC BALLAST. LIGHTOLIER #C631MHE2 + GGDH 45 120 TI TRACK I -100W EDI1 MH POWER ARC. MODULAR WALL HASHER LIGHTOLIER #83W1AL, H/ #83BIEAL BALLAST 100 120 T2 TRACK I -31W PARS° POWER ARC MODULAR PAR SYSTEM ENCLOSED LIGHTING MODULE LIGHTOLIER #83 AL, 35 120 DR)' TI'PL TRA \SFOR FRS - 5 PRIMARY. 48OV DELTA SECONDARY: 120/2O8V WYE KVA G/S GONDUGTORS -G. ORD G/S CONDUCTORS -G. GRD 30 3PSOA 3 #6 -3/4 "G MO SPIOOA 4 #I -2 "G #6 00 LL'S ELECTRIC ROOM SCALE: I /4" = I -O" zJ® TENANT Fl FGTRIG ROOM ELEVATION - ELECTRIC EQUIP RISE OT _S OI EXISTING 3P200A CIRCUIT BREAKER IN DISTRIBUTION PANEL "SHOD IC" IN LANDLORD'S Fl FCTRIC ROOM FOR TENANT SERVICE. ® PROVIDE PANELBOARD, REFER TO SCHEDULE ON SHEET E -3. ® PROVIDE 4#3/0+#2 GRD IN 2" CONDUIT. ® PROVIDE TWO 6 POLE , ELECTRICALLY HELD CONTACTORS WITH I20V COIL CONTROL MODULE. SQUARE "D" GLASS 8103. ® PROVIDE AN ISOLATED GROUNDING BAR IN PANEL. EXTEND INSULATED GROUNDING CONDUCTOR, SIZED PER N.E.G., TO MAIN SERVICE GROUND OR TO THE DERIVED SYSTEM. REFER TO SPECIFICATIONS FOR FUSE TYPE AND GLASS. © PROVIDE 2 POLE TIME CLOCK FOR CONTROL OF STOREFRONT SIGN STOREFRONT LIGHTING CONTACTOR. ® PROVIDE TIME CLOCK, TORK #K60IZ, DIGITAL, 6 CHANNEL, 365 DAY, HOLIDAY AND SEASONAL SCHEDULING WITH HOLIDAY SKIP OPTIONS PER ENERGY STANDARDS. ®8 EXTEND WIRING TO SINGLE POLE SWITCH LOCATED BY THE STOCK ROOM DOOR. REFER TO SHEET E -2 FOR EXACT LOCATION. ® COORDINATE ALL WORK WITH LL REPRESENTATIVE PRIOR TO START OF WORK_ 10 CONTRACTOR SHALL FIELD VERIFY EXISTING FI FCTRIC SERVICE PRIOR TO BIDDING THE PROJECT. CONTACT THE PROJECT ARCHITECT AND ENGINEER WITH ANY DISCREPANCIES OF THE ELECTRICAL SERVICE IN THE FIELD WITH THAT INDICATED IN THE BID /CONSTRUCTION DRAWINGS. II PROVIDE "0 -2" HOUR OVERIDE SWITCHES FOR LIGHTING CONTACTORS. REFER TO SHEET E -2, LIGHTING PLAN FOR LOCATION OF SWITCI 1E5. @ PROVIDE 30 KVA DR.Y TYPE TRANSFORMER, MOUNTED ON THE FLOOR. REFER TO TRANSFORMER SCHEDULEE ON THIS SHEET FOR ADDITIONAL INFORMATION. ENT AUIO \ OILS ELEGTGAL CONTRACTOR TO PROVIDE THE FOLLOWING: I. MOUNT EMPTY SINGLE JUNCTION BOX © 68" A.F.F. IN SECURE STORAGE, ABOVE DESK. STUB 3/4" EMPTY CONDUIT TO ABOVE CEILING NEAR DECK/STRUCTURE. LOCATE ADJACENT TO FLUSH MOUNTED 20 AMP DUPLEX OUTLET (ABOVE DESK e 68" A.F.F.) 2. NON - COMBUSTIBLE WOOD OR METAL BLOCKING NEEDS TO BE IN PLACE BEFORE GYPSUM BOARD IS INSTALLED 3. MOUNT ONE SINGLE DEEP JUNCTION BOX AT CASHWRAP FOR VOLUME CONTROL. 4. PROVIDE 3/4" CONDUIT TO RUN IN PARTITION FROM BEHIND AUDIO RACK TO GASHHRAP FOR VOLUME CONTROL. LEAVE PULL STRING IN CONDUIT. PLAYNETWORK TO PROVIDE THE FOLLOWING: I. PLAYNETWORK SYSTEM Fl FGTRONICS AND WIRE CONNECTIONS TO BE INSTALLED BY A PLAYNETWORK CERTIFIED SOUND CONTRACTOR- 2. SYSTEMS AUDIO RACK TO BE MOUNTED TO A.T.S. BOARD, IN STOCK ROOM, REFER TO A.T.S. BACKBOARD ELEVATION. 3. CENTER OF PLAYNETWORK AUDIO RACK SHALL BE MOUNTED TO A.T.S. BACKBOARD. 4. REFER ANY QUESTIONS TO DAVID PARKER AT PLAYNETWORK, I- 888 - 561 -PLAY (7521) EXT. 238. S- GURITY OTES ELECTRICAL CONTRACTOR TO PROVIDE THE FOLLOWING: I. PASSIVE INFRARED DEVICE AT THE STOREFRONT. PROVIDE A SINGLE GANG JUNCTION BOX ABOVE THE CEILING NEAR THE ENTRY, ABOUT 0" ABOVE THE CEILING, MOUNTED TO THE METAL STUD FRAMING. 2. CAMERA DOMES LOCATED IN THE SALES AND STOCK AREA. CAMERA DOMES, FURNISHED BY THE GENERAL CONTRACTOR, INSTALLED BY THE Fl FCTRIGAL CONTRACTOR. TOP OF DOME TO BE LOCATED AT BOTTOM OF LIGHTING ELEVATION OR LOWEST CEILING ELEVATION WITHIN 25' -O ", WHICHEVER 15 LOWER DOME IS PENDANT MOUNTED WITH CONDUIT SWAY BRACE AS REQUIRED. PROVIDE RG-54 COAXIAL CABLE IN CONDUIT WITH 5 SLACK AT DOME AND 20'-O" OF SLACK IN SECURITY JUNCTION BOX AT THE FL ECTRICAL PANELS. PROVIDE 2 CONDUCTOR 18 GAUGE IN SAME CONDUIT WITH THE SAME SLACK AS THE COAXIAL GABLE. 3. ALARM KEYPADS FOR SECURITY SYSTEM. LOCATED AT THE SALES /STOCK D00R AND THE RECEIVING DOOR IN THE STOCKROOM. PROVIDE A SINGLE GANG JUNCTION BOX MOUNTED HORIZONTALLY 48" AFF. SURFACE MOUNT JUNCTION BOX IN STOCKROOM IF WALL IS CMU OR UNABLE TO FLUSH MOUNT. 4. SECURITY HORN AND STROBE LOCATED ABOVE THE DOOR FROM THE SALES TO STOCK ROOM. PROVIDE RECESSED JUNCTION BOX 14' -0" AFF, CENTERED ABOVE THE DOOR (ON SALES 5IDE OF DOOR) FOR HORN. PROVIDE RECESSED JUNCTION BOX II'- -O" AFF, CENTERED ABOVE THE DOOR (ON SALES SIDE OF DOOR) FOR STROBE. 5. DOOR CONTACT LOCATED AT RECEIVING DOOR IN STOCK ROOM. PROVIDE I /2" CONDUIT FROM SECURITY JUNCTION BOX AT ELECTRICAL PANELS, TO TERMINATE I" ABOVE DOOR FRAME, LATCH SIDE INSIDE STOCK ROOM. 6. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS. LABEL ALL CONDUITS AND LABEL PULL STRINGS AT EACH END. 1. SECURITY JUNCTION BOX LOCATED AT A.T.S. BACKBOARD. PROVIDE A 12 "x12 "x6 "D JUNCTION BOX FOR CAMERA DOMES MOUNTED TO A.T.S. BACKBOARD. ALL SECURITY CONDUIT HOME -RUNS 15 TO TERMINATE AT A.T.S. BACKBOARD. PROVIDE PERMANENT LABEL ON FRONT OF JUNCTION BOX TO READ "JUNCTION BOX FOR CAMERA DOMES". (5. ALL SECURITY DEVICES ARE TO BE FURNISHED AND INSTALLED BY THE TENANT'S ALARM CONTRACTOR, UNLESS NOTED OTHERWISE. TENANT'S SECURITY VENDOR TO MAKE ALL FINAL CONNECTIONS. 1. ALL SECURITY CONDUITS ARE TO BE 3/4" DIAMETER, UNLESS NOTED OTHERWISE. NOTE: ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR INSTALL Fr) BY THE ELECTRICAL CONTRACTOR. CONTRACTOR FURNISH AND INSTALL ALL. SUPPORTS, RODS, CHANNELS, ETC. REQUIRED TO INSTALL ALL LIGHT FIXTURES. ELECTRICAL LOAD SUMMARY LOAD LIGHTING RECEPTACLES SIGN AIR CONDITIONING HEATING WATER HEATER MISCELLANEOUS LOADS TOTAL ** ** CONNECTED DEMAND DEMAND KVA KVA 8.8 6.6 1.2 24.1 2.0 42.1 KVA 5I3 AMPS FACTOR 125% 125% 100% 100% 100% 100% 11.0 6.6 IS 24.1 2.0 45.2 KVA 543 AMPS FIRST 10.0 KVA AT 100 %, BALANCE OF LOAD AT 50% KVA (NEC. 220 -13) ** HEATING AND AIR CONDITIONING ARE NON - SIMULTANEOUS LOAD * ** ALL TRACK LIGHTING LOADS BASED ON 2002 NATIONAL EL FCTRIC CODE OF 15 NATTS/LINEAR FOOT OF TRACK. LISHTINS NO SCALE v A El El 0 -2 HOUR OVERRIDE SWITCHES PROVIDE TIME CLOCK, TORK #K601Z, DIGITAL, 6 CHANNEL, 365 DAY, HOLIDAY AND SEASONAL SCHEDULING WITH HOLIDAY SKIP OPTIONS PER WASHINGTON STATE ENERGY STANDARDS ASE SALES AREA LIGHTING 6 POLE CONTACTOR CKTS# RA- 23,26,27,30, 31 AND 34 SALES ARA LIGHTING 6 POLE CONTACTOR GKTS# RA- 25,28,21,32 AND 36 STOCKROOM LIGHTING GKT# RA -23 STOCKROOM LIGHTING GKT# RA -25 T S't'ST TRANSFORMER NOTES: I. GROUND PRIMARY 4 SECONDARIES PER NEG. 2. ALL CONDUITS SHALL BE FLEXIBLE. 3. SECONDARY CONDUCTORS SHALL NOT EXCEED 10 FEET LONG TO FIRST OVERGURRENT PROTECTION DEVCGE. 4. THE MINIMUM EFFI OF A LOW VOLTAGE DRY -TYPE TRANSFORMER SHALL BE CLASS I EFFICIENCY LEVELS FOR DISTRIBUTION TRANSFORMERS SPECIFIED IN TABLE 4 -2 OF THE "GUIDE FOR DETERMININO ENERGY EFFIGIENGY FOR DISTRIBUTION TRANSFORMERS" PUBLISHED BY THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA TP -I -2002) EL NOTE: ALL MOUNTING HEIGHTS ARE TO CENTER LINE OF THE OUTLET BOX UNLESS OTHERWISE INDICATED. SYMBOL I L__..._..1 0 H 14 14 EH Cc clIc JUNCTION BOX Q OUTLET- DATA -WALL OUTLET - TELEPHONE -WALL o • 0 D 0' Os OR 0 a IR AFF G DWG EF EVIG GRD GFI IG LL GTRICAL S'i' `/SOLS LIST DESGRI PTI ON FIXTURE - FLUORESCENT - CEILING, TEXT DENOTES FIXTURE TYPE DENOTES FIXTURE ON NIGHT LIGHT CIRCUIT FIX - PURE - INCANDESCENT -CEILING, TEXT DENOTES FIXTURE TYPE FIXTURE -TRACK LIGHTING EXIT LIGHT -CEILING, WALL, WITH DIRECTIONAL ARROWS EMERGENCY BATTERY UNIT, CONNECTED AHEAD OF SWITCH. SWITCH -MOTOR RATED REGEPTAGLE -20A -125 VOLTS - SIMPLEX, DUPLEX, DOUBLE DUPLEX M.H. 20" UNLESS NOTED OTHERWISE, "W" DENOTES WHITE IN COLOR RECEPTACLE -20A -125 VOLTS - CEILING MOUNTED TELEPHONE TERMINAL BACKBOARD PANELBOARD 120/208 VOLTS -M.H. 6-6" TO TOP PANELBOARD 120/208 VOLTS -M.H. 6'-6" TO TOP BRANCH CIRCUIT -IN CEILING OR WALLS 3#12 UNLESS NOTED OTHERWISE BRANCH CIRCUIT -IN FLOOR MOTOR - SINGLE PHASE, THREE PHASE LOAD AS NOTED HEATING ELEMENT -CAPACITY AS NOTED DRAWING NOTE DOOR BELL DOOR BELL, PUSHBUTTON M.H. 42" CONTACTOR CONTROL DEVICE BY EQUIPMENT CONTRACTOR HOMERUN TO PANEL -L l tk. AND NO. INDICATES CIRCUIT NUMBER. NO. OF CROSSLINES INDICATES NO. OF CONDUCTORS WHEN MORE THAN 3. LOW VOLTAGE TRANSFORMER DISCONNECT SWITCH- UNFUSED, FUSED -M.H. 6' -6" TO TOP FIRE ALARM - DUCT SMOKE DET tCTOR SUPPLY, RETURN SECURITY KEYPAD - M.H. 48" SECURITY CAMERA DOME SECURITY HORN - M.H. 14'-O" AFF SECURITY STROBE - M.H. 11' --O" AFF SECURITY DOOR CONTACTS PASSIVE INFRARED DEVICE TIME CLOCK AE RfV I AT I O \S - ABOVE FINISHED FLOOR - CONDUIT - DRAWING - EXHAUST FAN - F1 FGTRIG WATER COOLER - GROUND - GROUND FAULT INTERRUPTER - ISOLATED GROUND - LANDLORD OT I CE TO GO \ MH - MOUNTING HEIGHT KID - MOUNTED NEG - NATIONAL Fl FCTRIC CODE NL - NIGHT LIGHT RTU - ROOF TOP UNIT 1^V - WITH XFMR - TRANSFORMER XR - EXISTING TO REMAIN P07- TRACTORS : ALL CONTRACTORS PRIOR TO BID SUBMISSION PROCESS SHALL VISIT PROPOSED WORK SITE AND FIELD VERIFY ALL EXISTING CONDITIONS. ANY CONDITION THAT DIFFERS FROM THAT SHOWN ON THESE PLANS SHALL BE REPORTED TO TENANT'S ARCHITECT/ENGINEER SO THAT NEW AND REVISED BID DRAWINGS OR INFORMATION MAY BE ISSUED. MODIFICATIONS TO SCOPE OF WORK WHICH RESULTS FROM CONTRACTORS NEGLECT TO VISIT THE SITE PRIOR TO SUBMITTING BID, SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY. RECEIVED DEC 2 0 2007 PERMIT CENTER I EXPIRES DEC 2 0 2L1d1 1 1.07.07 1 1.02.07 DATE MAMA 1705c1 FINL STORE DWAYNE A. MANN, ARCHITECT �F.OI S CAPITAL OF TEAS HWY SUITE 250 AUSTIN T\ 7E704 TEL: 512.°112.7gc14 FA \: 512.112.7GfIS DON PENN CONSULTING ENGINEER 886 WESTPOFff PARICWAY SUITE 300 GRAPEVINE TEXAS 1061 817 -410 -2868 FAX 817- 261-8411 / I \ 12.07.07 LANDLORD REVIEN COMMENTS PERMIT, L.L. REVIEW 4 SID DINNER REVIEW I55UED FOR () intast ieZL(L/LlLolLO v 0 01117 SC:)UTHC,E \.TER TUK1A,ILA, ;AA `..iSISb 5'AC E: "1425 SY"BOLS LIST, SCHEDULES RISER RA-4 H RA T RA -21 STO A ! PART P AN SCALE: I /4 "= PART PLAN - ELECTRIC SCALE: I /4" =ILO" LOCATION OF Fl FGTRIGAL STUB -UP. CLUSTER CONDUITS TIGHT TOGETHER. COORDINATE EXACT LOCATION/DIMENSION WITH HILLTOP WOODSHOP. CONDUITS MUST COME UP IN THE GANNET AREA "UNDER THE P.O 5." NOT IN THE OPEN TRASH GAN AREA. SCALE: I /4 "= I' —D" EE QUIP - GASH ."RA COORDINATE EXACT LOCATION OF STUB -INS, P.0.5. OUTLETS, GENERAL PURPOSE OUTLETS, SHOWCASE LIGHTING, PUSHBUTTON, ETC.. WITH MILLWORK DRAWINGS. RUN CONDUIT AND WIRING IN DATA/POWER CHASE WITHIN GASH WRAP AS NOT TO INTERFERE WITH THE OPERATION OF THE DRAWERS. CONGEAL ALL WIRING FROM CUSTOMERS VIEW. MAKE ALL FINAL CONNECTIONS AS REQUIRED. PUSHBUTTON (24V) EDWARDS #6OO (DOORBELL "B ") PROVIDE SINGLE DEEP JUNCTION BOX FOR VOLUME CONTROL VERIFY LOCATION NT ELECTRICAL EQUIPMENT REFER TO PART PLAN ON THIS SHEET - f RA -2 24" 10" j RA -I 1 RA -I3 [m WATER HEATER (ABOVE TOILET RM) 2.0 KW, 120V H- (5,10,12 EXTEND TO PUSHBUTTON AT GASH WRAP H -2,4,6 3 #10+4:IOGRD IN 3/4" CDT STOCKROOM [ GASH WRAP -REFER I2 TO PART PLAN ON ;-I UTLET LAYOUT S SHEET FOR CD1 RA -22 F'VM I RA -12 VIA 0 EXTEND TO PUSHBUTTON AT SERVICE DOOR 10" 10" 10" 10 II POV4 S OR PLAN SCALE: I / 8 " = 1 1 - 0 " I MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... ' 'I ) T I N O - OO PLAN SCALE I /8 "= I' —O" H (F 1 H P01412,mm. S .OTES MOUNT RECEPTACLE AT VERTICAL CENTER OF 4 I/2" ALUMINUM STOREFORNT BASE FOR TENANT SIGNAGE. OUTLET TO BE GRAY IN COLOR WITH A GRAY COVER PLATE. COORDINATE EXACT LOCATION IN THE FIELD AND MAKE ALL FINAL CONNECTIONS TO SIGN. PROVIDE LOW VOLTAGE TRANSFORMER, 120 -24 VOLTS. EDWARDS #664 (24V- 20VA). MOUNT AS HIGH AS POSSIBLE. PROVIDE LOW VOLTAGE SIGNAL BELL (24V).EDWARDS 340 SERIES. MOUNT TO BOTTOM OF DECK ABOVE. PROVIDE 3/4" CONDUIT TO DATA TERMINATION POINT AT A.T.S. BACKBOARD. TURN CONDUIT DOWN TO TOP OF A.T.S. BACKBOARD. TERMINATE CONDUIT WITH NYLON BUSHING AND FULLSTRING. SEE PART PLAN FOR SECURE STORAGE LAYOUT ON THIS SHEET. PROVIDE A 11/4" GONDUIT IN FLOOR SLAB FOR FUTURE USE. TERMINATE CONDUITS WITH NYLON BUSHING AND PULLSTRING. POWER FOR P.O.S., PROVIDE A SEPARATE NEUTRAL AND ISOLATED tiROUND FOR EACH CIRCUIT. PROVIDE A 1 1/4" CONDUIT TO DATA TERMINATION POINT, AT A.T.S. BACKBOARD. TERMINATE CONDUIT WITH NYLON BUSHING AND FULLSTRINS. POWER FOR CONVENIENCE R.EGEPTAGLES COORDINATE ROUTING OF CONDUIT AND WIRE IN FLOOR SLAB WITH LANDLORD REPRESENTATIVE PRIOR T013117 AND ROUGH-1N. COORDINATE EXACT LOCATION OF STUB -INS, P.0.5. OUTLETS, GENERAL PURPOSE OUTLETS, SHOWCASE LIGHTING, PUSHBUTTON, ETC. WITH MILLWORK DRAWINGS. RUN GONDUIT AND WIRING IN DATA/POWER. CHASE WITHIN GASH WRAP AS NOT TO INTERFERE WITH THE OPERATION OF THE DRAWERS. CONGEAL ALL WIRING FROM CUSTOMERS VIEW. MAKE ALL FINAL CONNECTIONS AS REQUIRED. PROVIDE 1/2" CONDUIT WITH DOOR BELL SYSTEM "B" WIRING, EXTEND TO DOOR BELL "B" IN STOCK ROOM. PROVIDE TWO SINGLE POLE SWITCHES FOR CONTROL OF SALES AREA LIGHTING CONTACTORS "A" AND "B ". REFER TO POWER RISER ON SHEET E -I. PROVIDE PLASTIC LAMINATED NAMEPLATE TO READ "SALES AREA LIGHTING ". REFER TO SPECIFICATIONS FOR DETAILS. SHALL REFER TO ARCHITECTURAL AIMING OF LIGHTING CEILING PLAN FOR ,EXAGT LOCATION OF CONTRACTOR LIGHTING FIXTURES, GRID COORDINATION AND REFLECTED FIXTURES. CONNECT ALL EXIT SIGNS, EMERGENGY BA i I Et-Cr UNITS AND NIGHT LIGHTS 04L) IN THE STOCK ROOM WITH 2 #I2+GRD TO DEDICATED CIRCUIT RA -16. MOUNT BATTERY UNITS IN THE STOCK ROOM 12'-O" AFF TO BOTTOM. GONNEGT ALL EXIT SIGNS, EMERGENCY BATTERY UNITS AND NIGHT LIGHTS (NL) IN THE SALES AREA WITH 2 #I2 +GRD TO DEDICATED CIRCUIT RA -IS_ PROVIDE A BLACK DUPLEX REGEH TAGLE MOUNTED FLUSH IN CEILING, CIRCUIT RA -19. CENTER OUTLET BETWEEN LIGHT FIXTRES. PROVIDE 3/4" CONDUIT WITH PULLSTRINS FROM THE AUDIO RACK TO THE VOLUME CONTROL JUNCTION BOX IN THE GASH WRAP FOR VOLUME CONTROL. JUNCTION BOX SUSPENDED TO ALIGN WITH THE ADJACENT LIGHT FIXTURE, ABOUT 24" OFF THE DOOR ENTRY AND 36" DEEP HEADING INTO THE STORE FOR SECURITY INFRA -RED DETECTOR. EXTEND 3/4" EMPTY CONDUIT WITH PULLSTRING FROM JUNCTION BOX TO THE ALARM PANEL MOUNTED TO THE A.T.S. BACKBOARD. ALIGN JUNCTION BOX WITH LONG END PERPENDICULAR TO THE STOREFRONT OPENING. PROVIDE A SINGLE GANG JUNCTION BOX, MOUNTED 60" AFF WITH 3/4" EMI- i Y CONDUIT TO ABOVE CEILING, NEAR TO THE DECK/STRUGTURE. MOUNT NEXT TO THE RECEPTACLE ABOVE THE DESK. PROVIDE A DUPLEX RECEPTACLE FOR TV MONITOR AT ENTRY. LOCATE OUTLET 14LO" AID, 8' -O" INSIDE THE ENTRY, CENTERED ON THE OVERHEAD GRIL L F OPENING. PROVIDE BLACK DEVICE WITH BLACK GOVERPLATE. CAMERA DOMES FURNISHED BY THE GENERAL CONTRACTOR INSTALLED BY THE ELECTRICAL CONTRACTOR. TOP OF DOME TO BE LOCATED AT BOTTOM OF LIGHTING ELEVATION OR LOWEST CEILING ELEVATION WITHIN 25' -O ", WHICHEVER IS LOWER. DOME 15 PENDANT MOUNTED WITH CONDUIT SWAY BRACE AS REQUIRED. PROVIDE RS-5G GOAXIL GABLE IN CONDUIT WITH 3'-O" OF SLACK AT DOME AND 2O'-O" OF SLACK IN SECURITY JUNCTION BOX AT THE ELECTRICAL PANELS. PROVIDE 2 CONDUCTOR IS GAUGE IN SAME CONDUIT WITH THE SAME SLACK AS THE GOAXIL GABLE. PUSHBUTTON (24V) EDWARDS #600 (DOORBELL "A ") AUDIO/TEL./DATA/SECURITY EQUIPMENT MOUNTED ON BACKBOARD. REFER TO ASI.I AND ASI2 FOR INFORMATION. FAN POWERED VAV UNIT - 3/4 HP, 15.0 KW, 48OV 3P. FAN POWERED VAV UNIT - 3/4 HP,15 KW, 450V 54). PROVIDE A JUNCTION BOX FOR SENSORMATIG ULTRA -LOOP SYSTEM AT ENTRY. REFER TO SHEET ASI2 FOR LOCATION IN STOREFRONT BULKHEAD. CIRCUIT RA -T. GENERAL CONTRACTOR IS TO PROVIDE 1/2" CONDUIT WITH PULLSTRING FOR SECURITY SYSTEM. REFER TO A51.2 FOR LOCATION AND INSTALLATION INFORMATION. FExPIRES DEC 2 0 2007 n DWAYNE A MANN, ARCHITECT 3801 s CAPITAL OF TEXAS Hwy" SUITE :250 AUSTIN Tx 78=104 TEL: SI2. - 7GG4 FA \: 51:2. DON PENN CONSULTING ENGINEER 636 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78061 817 -410 -2868 FAX 817-251-8411 12.01.01 LANDLORD REVIEW COMMENTS 11.01.01 11.02.01 DATE )OLJT (. \TER DEC 2 &_ . •: d VO SPACE 1425 NiIT CE T ,_::; PERMIT, L.L. REVIEW $ BID DINNER REVIEW ISSUED FOR SS F LOOR PLANS POWER � LIC�TING M1MA #705c1 FINL STORE It8g6 _ -2 PANEL H PANEL GKT. RA 120/208 VOLTS 3 PHASE 4 WIRE IOOA MAIN BRKR SURFACE MTD GKT. EI CR1PTION G /8 �TB7 KVA GKT. DESCRIPTION P G P A TRANSFORMER (PANEL RA) 3 50 5.515.0 I RECEPTACLE -POS I 20 .41 _2 r / /y / // 3 Z A or / 2 DOOR BELL SYSTEM I 20 3 REGEPTAGLE -P0S I 20 6 .41 .2 SPAGE /;/, 4 RECEPTACLE I 20 5 REGEPTACLE-SALES I 20 , / /// I 4 8 6 RECEPTACLE I 20 1 CONTROLS/DETECTORS I 20 .� 2 .4 ���}� 8 RECEPTACLE -DATA I 20 q REGEPTAGLE -GASH WRAP I 20 f 41 .4 j// / 10 REGEPTAGL E -DATA l 20 II RECEPTACLE- REGS =IVING I 20 / // / .21 1.2 12 SIGN 1 20 13 RECEPTAGL E- RECEIVING I 20 .4 1.2 / / / 14 SHOW WINDOW LIGHTING I 20 15 WATER HEATER I 30 // // 2.01 .3 1 / / 16 1 =MERG. AND NIGHT LIGHTS I 20 I1 RECEPT/DETEGTORS I 20 / /� / 2 1 .3 l& E MERG. AND NIGHT LIGHTS I 20 Iq REGEPTAGLES -SHOW WINDOW I 20 .41 .2I f �f 20 RECEPTACLE -AUDIO I 20 21 REGEPTAGL E I 20 % 24 1 . f , 22 REGEPTAGLE- STORE FRONT I 20 23 STOCK ROOM LTG. I 20� tl, 21 SPACE 8 S 24 REGEPTAGLE -STOCK ROOM I 20 25 STOCK ROOM LTG. I 20 .8 5 �f / 2b TRACK LTG.-YOUTH / 20 2 TRACK LTG. -MEN I 20 �/44 / 51 5 / 28 TRACK LTG. -YOUTH I 20 2q TRACK LTG. -MEN I 20 .51 70 'r1_UOR- WOMEN/YDUTH 1 20 1 FLUOR LTG_ MEN I 20 32 FLUOR. -SAS I 20 3 SPARE I 20 jT , 34 FLUOR -SALES I 20 35 SPARE I 20 // ! 1.1 36 FLUOR: SALES I 20 31 SPARE I 20 / /�j/ 38 SPARE I 20 3q SPARE 120 ,40 SPARE 120 41 SPARE I 20 / / / / /// I 42 SPARE I 20 PANEL H 2T1/480 VOLTS 3 PHASE 4 WIRE 200A MAIN BRKR SURFACE MID GKT. DE GDHN 7ED IG1(A GKT. DESCRIPTION PG/B A P G/B 1 TRANSFORMER (PANEL RA) 3 50 5.515.0 2 FPVAV #I 3 30 3 Z A or / 58 5.0 Ar /J 4 7.0 5 6 1 SPAGE I3.3 / .8 8 FPVAV #2 3 20 I SPACE j 2,5 10 II SPACE / / / 25 12 13 SPAGE 1 � / 14 15 SPAGE /I 16 I'1 SPAGE j/� IB I q SPAGE 1 / / //� 20 21 SPAGE / �, 22 23 SPACE I 24 25 SPACE I / / i 26 21 SPACE / / 28 2q SPAGE /4v/, / I 30 , Gill ∎11, - A [] CONCRETE INSERT APPROVED FOR PURPOSE. SECURELY ANCHOR TO CONCRETE SLAB/DECK (TYPICAL) 6" MAXIMUM FROM END OF TRACK TRAG A SCALE: NTS PWP DIGITAL DOOR -\-'AX REFER TO AS1.2 FOR MORE INFORMATION SUSF 4 MAXIMUM SPACING OF THREADED RODS E L.ISHTINS UNISTRUT, JOIST OR BEAM CLAMP (ATTACH TO TOP CHORD) APPROVED FOR PURPOSE PROVIDE UNISTRUT TO SPAN BETWEEN STRUCTURE MEMBERS AS REQUIRED STEEL BEAM AND /OR BAR JOIST SYSTEM. VERIFY IN FIELD 3/8" DIAMETER THREADED ROD (TYP) (LENGTH AS REQUIRED) ATTACH THREADED ROD TO FIXTURE WITH LIGHTOLIER SYSTEM HANGER ASSEMBY, CATALOG #56411 SINGLE CIRCUIT TRACK OR SUSPENDED LIGHT FIXTURE 'IOU \TI NO SCALE * ELEGTRICAL CONTRACTOR SHALL VERIFY IN THE FIELD IF CEILING IS CONCRETE DECK OR METAL PAN SYSTEM TO DETERMINE APPROPRIATE MOUNTING DETAIL. DO NOT SUSPEND FROM ROOF DEGKS. * ELECTRICAL CONTRACTOR SHALL PROVIDE SWAY BRACES IF REQUIRED BY CODE. DETAIL 1 E ; ! f ' E i E l I ! 1 1 F . ' 1 1 1 F III' I IIIc .. 14.1 13.3 42.1 15.3 5518.3 5.8 - 15 1.0, 8.5 F I 'I, /': EE.I ' DIVE. L *. REC.. L:F'Tr' I I 1 l .. I IF • I 1 11)1+: CIo Ec: '' F( F'I I -,1 :TE=11 CIRCUIT RA -e. 'I IF h- ilf ", If 'f .L' /IPI' 1 AI l F I ' f 1 I1 I. JUNCTION BO:, FOR CAMERA SHE I F FOR I_) F'ATi_H f'i,11E_1 , I I F f ' ,q IrJ ,TALI F r I I E I_ r.'I i . f A.T.S. BAG SCALE: I" = 1 -0" ALARM SYSTEM JACK ALAAM HANE.L 4 A A B A REFER TO AS1.2 FOR MORE AUDIO /SECURITY INFORMATION F UUI . H AL. I. 1 I I 'I II I ' 'IIA[ • f'E I f • I' I .E F 11 /`. nl∎.Flif'('I[Ek, IF H f '.- I. BOARD ELEVATION 2.q! 2.q 35 23 5.8 5S 18.6 • PROVIDE LOCK CLIP ON CIRCUIT BREAKER A EXTEND VIA CONTACTOR "A" B EXTEND VIA CONTACTOR "B" izl_LED /F'r<'.(:'VIDF:C.' F,7 f Hc,?I JE C 01 1PAI\rf , lc If SE HEkAL L.c)N I KAL I ',ifs L..' 1 !`/ IL'E_ ALL Lc -1l llf 'I IE H I ._'FI■_.'I ll 1, 1 1 .1.1 2. ALL (._•OIN1Dl.11 f fiAt .[ f_'I • ' .d 1 F'F t'\.r_: L I 1C:'U1 H TELF) EL EL I F'Ic: ',[ I IL f ' L ! I' 11 I[',II I (I I IL), ), f). ALL CONDUIT f _UPI`: `I ir^ I L 11 dr I_I l[?E: 1 IYL r =, AT 1 f f C • k I U' 1 1 I H F '11L..L `_JTf LABELED AT E •H Effr). 2.1! 4.q 1.0 - - -- /4"FIf't T PE:A I f f 1 II!'I 1 '∎ 'L. IC) Ti..' E-'AI III I Fc.'F' FE I F I I∎. 'IJE, AUL'L'. E'A1 A Al IC' I lf''I1 r `l'EP IC.E EF ='I 1111% TI 'I •l. LF' 1 I. I I , 'F ' )1 , F' l'I 1 F'A , A B A B A B RECEIVED DEC 2 0 2007 PERMIT CENTER DWAYNE A. MANN, ARGHITEGT S CAPITAL OF TENAS HWY SUITE 250 AUSTIN T\ 78704 TLL: 512.11; .71g4 FAX: 51E.G12.7G15 DON PENN CONSULTING ENGINEER 035 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 70051 8V -410-2868 FAX 81T- 261 -84f1 12.01.01 LANDLORD REVIEW COMMENTS I I.O1.: 1 I I.02.0"7 MINA #10. DATE PA flNL STORE 0 8% PERMIT, LL. REVIEW BID OWNER REVIEW ISSUED FOR «& ne BOUT TUK AILA, IAA Is& SPACc #IL25 .L SCHEDULES ETALS 3 '7 EC, 'DOH Ic2010 - F$A` -'IC. ELECTRICAL FEc'L11Hf :I IF 111 A. THE L1, :'F'.F IN LI)L >ES EURNISHING All[ II F_ iAL.L 11103 THE P PATER IAL, L-c?UIFr1EN1 AI•L> `'T L-'TEMS COMPL. AL • 'f -EC IFIEL) Ai•IC' /(>R INDICATED c. >I`I 1 HL C'k'L;LdINC'` ,. THE ELECTR'IC:;A II I'_'i '•L. L.A.1 WHEN F INISHED, :-tHALL EE= ,I.C21•iPLE_TE AND COOHL IPJATEI.' '',IIi' READ1 FOR SATISFACTORY `='EF<'VICE. B. ' VIORf• UIIDER THIS CONTRACT SHALE E'L PONE IN STRICT A'. (_.(?D.DANCL V ITH ALL APPLICABLE i 1111 II) IL' - L., i TATE, BOCA AND L c'C AL. ELECT PIC. AL CODES THAT (-30` /EPEE E • /•'.. H PARTICULAR TRADE AND 11E .'( 'c:) ' IIATI('NAL ELECTRICAL c;or'F-. 1 HE (( »NTkA( f (7 ' - JHALL h- lAF'.E: At-'F'L I) - :', I I '1 I '";N[) F'A t Al L C HAR(3ES FOR Al.F PUE:C :•F '- -', H: r F - IITS, LICEN=SE` A[11 III F 1 F :(:,TION`_A A'- f'EC :,UIRED IJPIC-E H THE ABOVE C ODES. UPON C C)I.1F'l L 1 It 11 OF THE 1'10RK, THE ELUST(T IAP.r C. ERTIFICATIONS OF APPP /'-L '..HALL BE FURNISHED. D. N,. 11ATER:IALE. C)E' EOUIPF'IENT L f E 1 T. • IN THE Wc":'F'k l)F•TIL AF'F'RO'' ✓ED. ALL MATERIALS SHALL. BE 1 . L ISTED. E. THE CJLTHACTOR SHALL Ea:AF•11NE ALL 1, A.ND SPECIFICATIONS APED SHALL. IIISPEcTT THE E- x:ISTINC- CCIJC'1'11,.'IIS OF THE SITE. F=AILURE FO ,- 'Fit�l_'r" L31TH THIS REQUIREMENT 1 °•11.1. I10F RELIEVE THE ( (71ITFAC TOR OE RESPONSIBILITY FC :'R. ( 'i•IF'L r ll•1G HIITH THE CONTRACT )ENTS. 1HF 1'1- 'AWIi1E INDICATE THE GENERAL. f-'H'A1 c_'F THE ELEL TRIO AL INSTALLATIONS. DETAILS 01 F'F:OFOSED L•'EF,ARTURES DUE TO ACTUAL HELD CONDITIONS OR OTHER ( AUSES SHALL PE SUBMITTED Fr :)F' APPROVAL_ PRIOR TO INSTALL Al ICU REI^IORP- OF COi- IPLETED ITEMS DUE TO IMPROPER FIELD COORDINATIC ..'HALL BE AT THE , "•01 E `'DENSE. '3. PR.(•>✓IDE SUFFICIENT ACCESS AND (..LE;'•.f- 1 /".IICE FOR ALL I rE1-1S OF • FriiJIP1'IENT REQUIRING. SERVICING Al IL I I/ IIUFE.NANC.E'.. [HE_ cEc)1JTRAC TOR SHALL PE=RFORM ALL IIL'., E.' •SARr CUTTnhL? AND HIND AS REQUIRED TO COMPLETE I 1 III= , T ALL ATIOI•IS. PATCHING OF HALLS, FLOORS, CEILINSS, ETC,. E'HAI_ 1 I/ - H 1 HE ADJACENT SURFACES. THE- c. c:)IITRA;. T()E' ;:'HALL PREPARE T HF'F- E , - 1 , ,c :'PIES (,.'F A REC ORD AND I13FORF- IATIL'N E3C 01-. :LET. THE BOc.'k.LF-I • •t1••.L I BE Bc: 111 A THREE - D'.IN, LOciTSE -LEAF BINDER AND INC•L.UOT •' -.1 I. I TELlS OF ELECTRICAL EOUIF'I iENT. (I.E. F'- ' LIcEHTIFI) - F I • FUR.ES, L.f',i IRE E'EC.). J, IJP01 I C•Oi 1PLE 710)1 OF THE ELECTRIC: AL III' • 17•1 LATIL II THE <_ ONTRACTOR. SHAL 1. PROVIDE A (7 OL- 1FLETE SET , _:'E FF 11IT`' , "'F THE EL EC.TR'IC•AL "OFUTRALT DR'.AIJLF.,FS HHIC.H SHALE BE l_E 'IF:d_ i LARKED Ir•I RED TO E,HC'HI ALL CHANGE:" AND DEPARTUR'E'S ( THE ItISTALLATIONS 01 IF=ARED WITH THE ORIGINAL CAE' :'Ic='I I. WE r SHALL BE 51/1 TABLE FOR USE IN PREPAA:'.AT101•1 OF RECORD [?R.AI 111 I,_ . F . 1•IE:1 l E_LEC TR IC. AL_ IN'STALLAl I,_•1'I' :' • 'N,-'-l_I BE C'I)APAiITEED FOR A F'EPI(:'C? SE 011E 11) r EAR. THE ABC'VE `' H " !_ l.. 1101 111 Al l'L 1.1A1 VOID OR AEjF'c'EV'•YE E,_)UIf-'1 IFPIT I'iAINIUF AC. 1'I)REF:''. '.= 'l OF' •IARRANTY. E F' FIFIC. A IT' (:)1= , =: , UARANTEE SHALL PE L'FL 1 FRED 10 THE OWNER. I AN t E 1.E-C_ . 1 7 P lc Al I ?RK l•'IHI(. - .H NIL L. IIITL F'F F F'E 1'+ITN FTE il )F'11A•L USE OF THE E'IJILDIII' IPI AN r i TANNER SHALL HI: P'. PJE: AT '_-U( Fi T IT OR TIMES AS ' l F3f= III 1TI)'-LL 1 AGREED UPON F'1 T I •IEEN THE c. OH IF AE. TOR AND THE UIJNER A F :E F'E'E :` EI'4TATI VF . 1 1. AL L E: °•I'_ 1111'.. L L HS THI, :.AL E. El 1E' Ill _ IN 'IE L' F.H'LA_• '..'HALL_ BE KEPT 113 c.)F'F E :' ; ,TIC'11 LEI 1T-'11.1E.) THE PRc 'PE S'`> ,.'[ 6 1 'E'1` . TEA r ELECTRICAL c?IIFIE (. TI '11'. S11A.I L FE PR'C'VI['EC:' 1(' •-[_I. r `-'TLh1' c.'F'. i- ( :IJIFMENT, INHERE_ 13E E" ".,- F- Ie I lAINTAIN ,'.01111i II k 'I. . ,. Tit, ?P1 1INTIL. THE NEH':AI` IEiU' Alf1 ' ECUlf- i-1E=NI ARE R'E, -['I r..s (: :'F'E.k :' /;1I('I1. IT. HIHF N 1 HE H'. A') ' PLC•IFIED HLRELNC'LF' ' ' 'I 11 IF •.T'_' C C'i li - '1 1 11, 11F'IIJC' 'F' OTHER EQUIPMENT, T 11E: ,: :NOTE-1A( 1(_'R' SHALL FERFORI1 ALL FIE=,_LFES/xF'.I -- .LTERATIOIJS, CUT TILL; ••110.' F=11TI1 c.'F THE E 1ST 11".10 1 A'_' I1/-I E.''E. IIECEESARL OR Rf :(_.!L11F'EL FC! I1/,F.E SATISF=ACTOR"( ('Il11LC LIONS FL1 I TEEN FHE NEW F NL' E: • I F Il •1:7 I•HOL) . r`,11C' '=1 HALL LEAVE ,.;,. : 1 1 IF-Li:LED l l,")F'f ITT A FINISHED ATlE' l I'.'F'f "i 1,\I1LIF'E ( :'ITION, TO THE E :STEVE:!_ `.)A T I` • A .. i ION OF THE ENGINEER'. L RE -I I(_:'✓AL 1l,' '): :. SHALL. BE PREFC•'R'I IL[' Ihl A 1•1F-AI AiI[ )FORKt-IANLIK.E 11AII1IER AND `''H:^ BE E ELUTED HI TH THE L E_:°,` :'T i)( LUL..F I'I''I IIPE'-APIC.F F' ' LITL. F3UILDINCE. THE `'(. F UT L'I)I n I,` :' OF ALL R.EF'IC) /AL llOFF U'FFAL.L. HE c:OORDIh1ATED LEITH EITHER TRIADS':' AND 1 - 11TH THE .'F ='f) \TILT! '''f THT °INNER'`? FA(•I1..I1 I . 1 IfFFPF REF I(L.I AL 1 IS F ='f F'F4'R'1 TEL', THE • ,- .ONTR'.AC TOR NINA! L. H) 1 'Alf ALL FFI.11[_[ 'HI`I1 :=' SURFACES I'i •lA =SEL' Lj'r dlc_. H l••IORK. PROVIDE F11.11".1-1E T( F 1. ; Fi .H F • IHTINCE \[" I ,( FiIT SI)F'F AC: FS. i I A.HLAf " INF'IC A I L TO BE R..Er1( '' ✓A TE I F'F.I I .'YE I HA 1 E-').)RTI(TN OF THE F • :I'T'T111('' E TR "ICAL INSTALL ATI,. 'I I I,''' ' OU PLATE THE NEW WORK Ai•1' .AL L Fc L)IF'F IE11T, WIR.IN(=', CONDUIT'= .. IF ' ',TFIJF'TErIATIi: FS NOT F'L-C'UIF'EF' IPI THE :OP 1PLETED INSTALL. .t 11. 'i I. :' L Ui'UU5EL :Oh1DUIT I'IIRINC• E. • F', •''.:'EC; AFTER DENT( :)L.IT .'I I :'l IA LL BE REI 1'.'VET) BACK • )1.J<'.c:.E: WEARIEST POINT OF USACE!. I'UHF-FE Fl. E" 1 RI -L U'TT'TE1 1E PA:".' T HER) 11, 4) THE R'F N('',' /; r EL' AREA'S TcE> ` , E - .P - O OTHER T OFTIONT' C'F 1 1 7 HE F'F'E:I II ■f THE. : :AI. I DEL A FED AND THE ST cTEI I F = '1 >PEC' TL TI' :'F='IJF•,L ( R :/ 7 ' 1 1 . ' H l r , )UTASE -, 111 S'YSTE.i' 1 ` = ' ` 1 ' 1 U L I BE 6, 7c�'F'DIIIATED 111T1 THE 0I F.EP'RESEPITATI'E. 1IFHERE F'UHA1I, -'lI OF PROPOSED ( ) Al IN OT BE TOLERATED THE. ' '1 TUF=F, F'F',.'',•IDF 1 f. 1 IF', F)F-E •k' t L'I•IIIEC 'T ION AS REOLJIF'EL' i t LA11 l '_'E_H /ICE MITE THE 1 111 III II II I C'I'E'R'.L)F'TIOt•I PC'SSIBLL. 11AF'1 Al 1E' F=r.RP FAI IEP•ITLY IDENlIF AL I_ ''1•11 ITC' , C (- 'iI F';'L.' PANELBQARDS, FE E- 1111AL T1 A,F'L'• :' AND OTHER EL-Ulf- 1E1 LI II I AC C.(7RL•'ATIc. :E HITH THE f'k), ' IF'...) i i'`') IFtI)" I ATL)PF. INF'FPJ FIFI'V <, 1 1 PI , ". TF` , `''H•' I RF L AMINA TED 1 , E K ARID WHITE ENc:OR /\' /Lf ' If. I r1 F' 1s. EL F TEF'Ii CE: SHALL BE HI,='H. A1 I A(= H F'LAtTES T11TH ,: HH'_'I 11 l l.•'• TED ' "'F' :le' = STAINLESS . ..'1 I C I 'C k'El +'.' APPROVED FOR THE FLJ'r'1 ` ": L . ' -'111 F'A, i' 'FH •:'HALL C•(_'C'RDINATE F • = ,. I E.k'C.IJk'F'E I l F'HOTEC TIC?N, P '(. L. 1',1,_'1'1 H'Lr)IIIHE:L), HIRE `_AILE:, (_c'PIL:'1 L I, • HNl Ift 11E'. IIA.P•IIL.AL c:.ONTRAL: 16'f=' i11 ' • -.110E- Df -'A.1 -1111 S`_.A OF AL. L F IECHA.II1, ••I. F 'I.IIF'i•ILiIT• F'f<_IC)R TO R.OUSH -IN. ) 'i ! I )-. \, T.''F' ' =,H.' I I. Pl(T'TIF7 F Nc'HINEFF' 'f •'•11 I (7)1E.A F'E [ IFS BETWEEN I HE F I H 1 F'I, Al F (,)c)• HI AN`-' AND I If :' 1 1 •'4 11, AL ' '1+ 'U 1. 'RAWI11r5`=. IIi'I 4 E''•1 (I) III- iAL) '" -1 L Lllk'nl IN r''NI'Ulr (E. •,. I f 1 - • 01 HI HOl. IIJ['It :ATE {' ': WIRES ,q ( ABLE=) AIll.' F .AIDE l_i iF I , ONDUIT H 'H' '- = Al. I ':I STEM`_' L.'E5C HIBEL' E I 'L I IHEHE. i•111III II/1 I 1111'UIT - 'ISIS_ 'HI -FALL BE 7- f+/4", F,AI I. -I I 0! II IJI i , ..C'hdc_.EALED 111 ILE`'`A O T HI_ I- 331`:P INDICATE-!'. `_'Uf'F F'I '.LL C. 'SCSI THAT - iF :A.III I'' IL)(') ik'AIl' -,F 111TEC' T,:' ('lilt 1 I F. ',."■ II' [I)LL BO' E: ''UF'F'OH1E' 10 BE SUFFIcIENTI.r F 11 TO HH 'vEIIT i'1'10f -71c All `■F r'C'NDUI 111c: 1 F '1.11 LEEK=:. ("') F'k• :,E:'YIC)E F.LLc:.TRICAl._ METALLIC TUE.'•116 'FlI i ELF' C AB.r :'VT :'I)` FENDED C.E11_INc'FE /,I I[' 111 THIN INTE=F'I'»k' T'AHTITION T T-)L)'✓IDE FLE;:IBL.E PIE [-.1 E (`'NODE r (' 'F -'E: E.rIF IELD) IN .1F,'F'I LE.Id,_.IfU' F =C'F' THE C. 01 1I, 'II '.'f 1'EC.E`''_'E-C' I_I(_-HTIN5 f I) f)JH'L` =' 1 U.'Rs, AND ANr II F'OI)IPI•'IFN) . El_ E." ISLE N['UI I I ir 1.1c..'1 BE USED IN I111EH1,'F.' I :'F'YWALL F'',F' FI PIONS I1)FEH.E f- h:'F..I ;: ( 'ITT AL RUNS OC r'F'' ' , I[ FULL 71,1E )IJIf -'• IF - NT , • k', , 1/11[E HIRE WHERE L E - I I, TIE" f • CLEF ' ' • (E') FEET. !III IIIJIJI I ' ., 'i IL 1.11 I Is PROFIIE.511 E [.'. EL.EErHU... LI1` ..l• 1 i1f-1H „I L c'L E -T 'E11Tc :..H AND JUIIC. FI('i! E' 1 F Ti , H,'•I I DT ..HE k'Ar ['I `E: I' (.'F' c.ALVA1110EL :' ' TAI If E 1 ' ''!EEL / i IA1111F rt. IA I I 1 F -'A( C), APPLE E FE' i •I, , 'FF- 'f I (VEAL. E=L F ' I F- E. • PRE',/ IL'F ESC''' Ae1 EACH OUTLE i 'I 11I,. I I L 51. A•L_L F'c :A ` E:' SHALL BE SIZED I'EF' 1HE NEC. OF A - r F'E a'Ir'Af.'•L_E FOP THE L'UTY I))FEPIC'EP, IF[) WITH AFDR.OF'H.1A1f L L_. L. ( .._. ( 1) JUll(`.rlc_'1I ' -III 1 E' ": "L' 'HALE_ BE FURNISHED' ANC:' INE'TALLED A', :'H IFIE F'L k'[_c_:IHET El) 'TO I'A' .ILITATE PULLILL(H OF WIPE'=' C'F' , ,' i'I E - .':. 'U(: ff E3O'ES SHALL. BE INF'TALLED Ihl AC CES'-'IEL. E • L ' '. , ^• I I >PI` ALL SO ':ES FOR CC WORK: '- .'HALE_ EEC , 'I I I I -'I',. I EI ' c 'F 14 12 GAU'SE L1=='S (SALVANI?EC:' 'SHEET 'STEEL r III III 11)1 I. 1 E ('THEREIISE SPECIFIED OR INDICATED AND PROVIDE.E' I1 FII I I.'I BRACKETS ALID FLAT SCREI`l COVERS, SEC.LIRELE• 11 I .1E101 E•r• RC?IJI'JD HEAD BRASS OR STAINLESS STEEL. FC'C' , k' " -DE I•IA(_ HINE SCREWS.:. (5) ALL (i 'PT'I.'I I .1 0.1 1 SUE ' . . '.'NCEALEL' HI JEF'E POSSIBLE. E',FOSEL) EL I IDIJI T '11 l I'Ai F'LJPJ Ii1 STR LINES PARALLEL L•llTff OR AT RI,=2H1 •` -I I' 'I E 1 IN LINE`_ OF EMEA)A.' Ah1L' SEPARATED A LEA' - '1 ) I IF , I 11 I,: t IF rI FF',_?h i HATER' L INFS. (r= ALL c B. HIRES ,4 L- ." 151 I . : ('I) BUILDIII, I IIFIE. 1 THE R' :l ^II :'E INL)ICATE.FE ", E..AHALL E3E_ 500 VOL T, F'I F TI 11 III .'F' THHI1 Il1SUL ATION F OF' INTERIOR USE. C:'NL.'U i c 'F' ` f•- `-.I_L DE SOFT DRAWN C C'PPEF' OF NOT LESS THAN e l E.)% ,E C ' l ' I I , I 1 I IT 1 . I'dc' F'OUIE:• OR AC (B?') CABLES PERMITTED. (2) NO l'HIF'F. El Ir-L 1. l.H F Fl -.II iIc•'. (1.2) AMO SHALL DE USED UNLESS OTHER.I•II`='E II IL'I A LE: C'. ,_ ONC)UCTORS SHALL BE CONTINUOUS FRt._)F 1 ' - 'I) II El I• , 'U I L_ E F ANL) FROM TERMINAL BOARD TO POINT OF FIII/=l. , '_'I II I[ 11 AI ID NO SPLICE SHALL BE LADE EXCEPT WITHIN 'SAIL) i 1_ E r ' 'F' iLlIC T ION BOXES. ALL CONDUCTORS SHALL BE OF 1 HE `. • A' = ' Iiir ATED. ALL HIRES NO. EIGHT (8) AWS ANC' L AF', 'F1-'. ' I I, -'•,L L BE 'STRANDED. THE CONTRACTOR SHALL MAKE I. IIF'IN'_• C ) '1 II ILL. TI(.)I IS OE ALL ELECTRICAL EQUIPMENT REc:)UIF'NE' E :I E TRICAL SERVICE. WIRES AND CABLES SHALL BE AS 1 1,A1 IL.'f •';( 1 UF'EC' FIAT FL AS,TIC; HIRE d c: ABLE CORPC'f- '-ATION, OCONI FE (: c'I 1F' •PI I , C'EIIER.AL ELECTRIC, OR EQUIVALENT. (`') ALL HIRII 11E U'!: ,.. (-1) L- IIF'Il lc• ' F ,. 'r' • F 1 IL F Al I:'' ' ' ✓OL T BRANCH CIRCUITS SHALL BE AS FC'LL.(_'It Tit E • ,' THEHLIISE NOTED OF REQUIRED TO LIi`1IT VOL.TAc -±E L'F :('I' T,' S'`''ec: DISC OhINEC: T_' C). VIIRIN=' I 'F , 1 ' I F -. SHC >UI`IL'Ihdc • ' I I C i 1 1 1 ' F ' f T ' : ' f''F PI/1.1 T I . HT TO ILIE .1.: ABOVE. I TEN iE F 'I II I I ELF'S : -- :•I I ti I( "'I_C)R' COL PER LAFIDLOR.D CRITERIA. CIRCUIT LEI•ISTH 4 WIRE SIZE 0 # 12 101' .1 UF' #10 (I) FUF.111_'H AI IF' III• : -,LL 'EcA.FET1 '_d ^IITCHEE' WHERE INDICATED AND ALE' F'E I ' r' 'R' I '1 1 1'TOF OUTLETS OR OTHER. EOUIFT'MENT. �IrJIT,EHE` 1 I BE '?F SIZE, NLJP -rBER. OF POLES AND FUSED OR 110713• FL)`'�F', / FLTC7UIRE.1"' FOP JOB CONDITIONS ANC) THE NATIC't 1. L, IHI,;Al. c. c.'DE. (:) ALL. ' ='r'-F F. 1 I II i C t if •F' SHALL. E''E )IEi 1A I ENCLOSURE T T FE "HD" OUIC.t 1 "-I F "1 - •F :`'F-'E. /'K.., AND HAVE INTERL_OCKINS COVER WITH H• IC 1. T I I r EITHER BE F RCI'IT OR SIDE OPERATING WITH A f , "r 'I L.111,T' PF'J'VISION, AS r1ANUFAC:.T(_•REC.' SOUARE "P" C F' APT- r- ,,,'E-=[' EcT'U, -'\L . (I) THE F ' 'I I • 'I III I'. • 115 :11.' -' 1 '[- VI,:,EE `'HAL.L BE FLIFFJISHEC' ANT:.' INF: 1 AI. I I r' I UHF F'E= Al I ET ' FT(1)P". OH THE L'HAWIU -S`_ MI` •F I I Al it 'U ITI:i I IJc - 'T INC.•I.L)I- 'F:F:' BT OVI '= BE I)NC'F.F'I !PI FI F :;.F F'-' T STANUAFP) , :C?IIFORl lILI ' TO THE NE.,. . ;' I. I '[ 1, f =: ' ' 'HALL. BE OF THE SAIL I IANI)FA(. TUBER. DL I' f t IA E I I=-,T. '',k'F',. 'L 1 HART , PA': ''E A ' "'F- r'F TOUR, LEVI TON, OF' H1. ?[.'L I I :'III ' E ;CAI :' THE Et OPTING ARROI ^I HAIR T hlUl IE'E • k' l^IAI. I 'I 11 i, 1II •' Fi E `;'1'JITc_ HLi_ '_,HALL BE OF TF'FE '1.3ILENT F•IE, F1,`iII, Al I , PE Fl °.1E L' 20 ALIFERE, 12c:? VOLT A.C. 5I11GLE F ' 'I II T I IF ' ' 11Al L. HE ARROW FC)R 21:) AMPERES. THF'E E_ 1 I 6 II F I ' BE OF FHE SAME F• iANUFACi URER ALT ' c. =3R 'I • . -^ E I'E'`.'IC E_`:' SHALL PE 1'11-11TE. RE c El i <''. I I. ': F_F'' I A L..E:S FOR l lA1.[ L'UTL.ETF_' ':- BE RA) E :I ' • ..AI II 'I HL , 21:. '.•','.'L T`_,, C'UE'I.E. ', [HH.F :.E":•- L'IIHE HI rH T HIF-'r ' 1 ', 'I f . '1• ' 'I MAIL 'ET '. '. 'EEL F TS '_+HAL.. BE= ARROW EAR F 'F' . i IF 'F:F'T , -, r•c. I 'SAL L SE 14 cUF5E3412 RATED F - c ' F ' _ ' . A 1 HE k ' L . AL L. PE . EFT A.,..: I..E>> 110111ATTED III THE SALES ARIL '• - I i/ -L I 1:'f SI ./ -c. I Ii c. '''LC)R, ALL R'EC•EF'TA:.,L ES MOUNTED IN F'F • I I- '•.1111 'E H ' 'F '.HE ' ' I, 'HIE SHALL. PE 11HITE III C: OLOR. DE . I, I 1=1 • . I r • ['E' I( F PLATE. SHALL TUE PROVIDED FOR. EACH ( .All - I I L RE 'IJIF'II h 01 IE. ''•L I PLATES ': , HAL.L_ FE h-1ANUFAC.TIJREL' Si I 'A, •' • ) • .1. I I I,CIS'. l !HE Pf. TWC' CAF' 110RE DEVICES ARE ,vR10I1P I I, 'I U I N [ F' :'VII ..'). A 1.111. TI CANES OUT LET Sc:). ': AND .AS-. ', Ir' -,1 L [. , ''. E FE -'l_AT E:.. ALL (.(.)V'E-RF'L ATE MOUNTED IN THE HALF ' '•F f 'HALT. BE ST ACES IN C c)L OR', ALL C.OVERDLATF=S 1•10I TIFF i •' III ti'F 1 =, INNER OF FINE STORE SHALL BE WHITE IN COL OR. rI''1itI1IIL.• III I. HI •lII' LCn AT ION Of ,AL L DEVICES SHALL_ BE ( , 'F i III/' [EL' ' ldl FIN 1 IAN11 . HAI'IN ARCHITECTS S Ai'1D THE '[Eli/CO )-.IF 1 'F- E [ 1,T, FI'.'E: PRIOR 10 F -IN. 111 Al L ELI I1-'1. ••I ': I ..'ELI I '._'H! :)UI'L' :. `.,HALL_ SE F'HOVIDEL) AS INC'I( A I I I • c 'I I 111E PRA) lll1 :'T', h1E :l.TI( 'I ILl.' HEREIN AMID /OR. AS RE -'E I f I I11L 1LA 1I..'1 ELEL. tE'Ic AL 'UC)L'E-. THE FOLLOWING SHALL_ E` ' :" '1.11 '1 I c'Hc II))EL=': B. F :LE'„ ',';k'I II '1 111 • • . .11I I ;\I11..' :'I111_F_T So• I, 'I II III, • I ! TI1F'F "' 1. -I IL L f.A' ''•F'[ ,`. F I F A 1 F ' 1 • I i i A I I I I'= Tk'''•I I•..F IFIE IE F" I I, , L lF'III . • Ik, 11,•,1+ ••i•I) UL E:i LIRA[ ''!' FI I .I '1E11 )I)IF.'1.1L11 i f , . NC :'N It' +, E F . I, E. ..4 I.'I )+PIf''IllI('11 ELE( :. 1H.Ic_ H 'I F • I. 1 - : (I) E_L_EC f. - 1, AI 1 F' . I,. I I' • IlE I I F k'(,)) I 1 HE_ L_Ar1DLC)RC' ELEC EPIC SL -IITr I I E ' ' ' . ' - H I ' I I I T1 If 1 1,AL 1 . E L EC 1 F'IC -•AL ROOP1. THE SERVICE VC'L 1 C • - E. I II II 'I,. A E :L.' ,'I I 1 HE DH.AV111\1(:='t,• (I) AL I. 1'' I If 1 f I '•'•F I HAL L H'Al. SAL ANCE L' TO WI FI -ill'! IL :') or THE L 11A 'L ) : , k1E['OR'1 INL)I(.A T Ii10E AP•IPE:R.A3E OF EACH PEAS! H : I''1 `1IE`I•II1 TFL' Fc.' THE 1 OPERATIONS PIANAGER. (2) I HE ,. IF ' .i III I ) JI If AE:k' A I J' E ('N L.' :, F IL'EI'N If I) I I, 'III , 'I IL 1 AIIC' FHE (" IR'c "1HIT NL)I'IPEP IiI THE F'ANEL NEE[' II; 'I IIL'. L' , A 1-'1I T '_,.F'H.'F`=- f',CNL). EACH CIRCUIT Ill THE F-')',I•If I • If' 'I If . F r-' IU I I BE , ^ :IJF'ATEI. •r IF1[.'E :.";ED ALL FYPF -[ ' 'F 'E , IF II I ' 111 f- III. ( : = , ) l f i f f - • l it I I [ I ' '11.1 I F:.) • IF-'L c') o:'1. F ,'N PF' AE'EF"_' c -. >F ANC'' N(:' 1 I I ' ' IN. •I 11• '•,.', '' ' '.' r 1 11 IL TR'Ir. /;l A,I.( A I 1,[ Co ('H' ' 4O VOL PE (N +) AL 1 I ',I IL 1 I'.( AI- I ' II IIFHIc.>H'. - `')'FAt.L SF I' A(. I(_'F'1 A' :''_,E :i 1E I I I ' 1 F ' I I i II III It-', I!I I I.'k.E AF.EH.- A'' ' ,EFif L'l11 FiL' C')) THE I.) [-III '111 L PI, 'H ).';l l f' -E I 'E ' 'I( .'LIE I ' Al1l A`= "AEI IBL EC' SUCH i fl/i I "'•I II 11 11 'I . II All ",l NJ.F'F ) \f .i:F' , All SE F'EF='I AC.EF' WI Tfli )ITT DI 1L1H'I'II h AL ' I.'C.F III I JFI1i`, CAF'' 1'II1Hc.'Ui R.EFIOVINU; FlAIN BUS, Al IL' ' :'EIS I f III'I ( I , E.(_1UEEFI E BIJ''`A111&. i 1AIN SUSSES AND BACK PAi I` ' ' 'I I'CI EFL 1 PE'' ' ' , HAT _l. BE Of ( .''LJC.H DESIST) THAT BRANCH '::IF , III I • . 1 1=. I E `'L , 11,^-11t, f: L•ll THOUT AL'DITIONAL. MMAEHINCS, DRILLIIdc5, 'R FAl -IT'llI •• '•I I (. IRE Ulf E3REAKERS SHALL BE C UICK0lAKE AND THAI I L'I I F31-1-'111( ' II IL 'I( A. i IF•Ic -'. FANI :LSE'AR:C?`_) 10 SE SQUARE "D" F•' 'f I IF I- ',L L L E ': I HI,_ (5) THE i -IAII l E'll:.' H:^ l L. [:.l: I I;' II 1 F / -,. l l.!fr'•LF ALL/1. IIF•IUI I. 1-1A111 f:'1 , .1,11/%1 .1 F • Tf Ill.:' IHE ENTIRE L.EI•IC=-Tf.1 OE TI IE ElEl.L.CSJRE. ('o) IAL IFFLF)-dl:,l._ iI''ILI ' ;-1 I I''•IIITL.I.' „WARDS SHALL DE Pk? CIITH A 50% , T'ROUIIL' E'U`:' t'- f:. FUSES: (I) F=1J'='E'C FOR' f FEC:'EF'. L :IF.',, (III A.I•I[' F "AIIFILBOARDE ' SHALL BE Ll•L. RK.I FTAEA 1 r„" 1 I I1c r I I 'f D. DRY T1 PE TRANS'F(_ k'I ( I) ,) (I) r 11' 1`C.rR r 1C'T,: H ..". 11 -IL c l)F'F'E I I r A.111.)' I F'ANSFOE'i•iER F'k''7TL' . 11, 'I.1 CHAL-L_ SSE- DUAL_ El 111E:11 i . I. c_ F. A _,•, PTA TIF IE DE'[_A r T 1 P1- . -iF1AL I. FE: OF !'. TF'I IF i'Il /.I F.•I F I IE i I I ' (. )NHTR.UCTIr7N, IL! ')RF')R.AT I C- A THERi'MAL C. "✓E=F'I..' A l ' E L E. I IE-1 IT IJ` r, 2[O DE=GREE F. i IEL.. TIRE' F'L'INT ALLC'r. 1•fiE I :'F `_'i :;I I _ F1, = -.L 1. F='F:C'v'IC'E TIIHE - C"'ELA OF 13(_)1 LEES THAN IO SEC , :'I IC' AT ': c.'F AI.IPERE PATIN(S. THE IIITEF- RUPTINC- Rr'' f FALL PE _') 'c=',,:',:' '.F 1PEREC HF'1`> Eq.] II IF FF'ICAL. PEAK LET •-1HRU IR.H'.EII] A.IIT' El•IEHc :'r LET -THRU ' ✓, ^.LUE =? SHALL HOT Ex.CEED THE VALUE' - E= .' :AI /F''L.I: FIE[ LLL. ='T ANDARDS FOR FUSES. PROVIDE SELF (.•c ''.'l. LL', L I ICl F'f FF'AiOFORMEP ,. "'F KVA, F'HAST AND VOL TAC3E HA l ll'!c_'` II1E'I' . A TEFE ON THE DRAWINGS. (2) TRANSFORMERS SHAT J. EE TI IC I. c 11 .1 A SUITABLE HOUSING ARRANSED FOP FO ' 1' EMIR AI! E ON THE PRIMAR f AI0 SECONDAR SIDE. L•A'.E` :' `''H';LI. BE PROVIDED l^IITH ADEOUATE LOUVERED OPEFIII I' FL' A L L ?F l '.= 'UITA.B.LE VENTILATION AND COC'LING. TRANSFC7P11EFI SFir Ll_ HA \'E. A ':: I. AS H (220 DECREES C.) II•ISUL. ',TION FOR CONTINUOUS OPERA. 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'. I F'' 'I I. H. I)I'I 'E`E: THE` F`(: TI I 'F','' , I[. 'T --I '1 :11: I'll •,.1. ='Pc :)RTS FOR AL l F I • TI (, Tf = 'ARA1FE E F.(_)i 1 THE. `.'IL):.1'E 1 IF. 'LI L II Illc :' ' I `)TE -LC ('.'LETHAL. ToF' IALL TI IF 111'='H A.I1[' IN'S1AE_.L Ed_ I I II c I , :'" E A,', FEC)L111 I AL1PF'OF' THE FL's [IJRE`: EIR= II E A. 1 111111 IIJi I 'CF TWC' (2) SAL.'/ ' STEEL_ #I,1' GALJSF HAII'.'FF' 1 • 'iI •,1 I. F'.Ec. :•ESSED El- • TUREC. f -'F' 'VIL'E AL L HE(,F :'''= .AE :E.' L. I' )F11 I I 11)R17 E -' ' III FFi A SYf- '' :'IJF 1 ESC.'Ak'L' E: i IC L AS F'F, :)UIDEF P'r THE 1=1f=1= i Ir ";R'''FFA.I L. I I' I IAIIITAIN AA ONE HOUR R.ATI1 OF I HF F I l I I•lr•.', I. H,I.T.%. L''AL LEA' F' ':,F)A.LL BE '_,'E'E • • , . 'II 1 rPE= SUITAF:d_E FOR. I11E ,. IRC.LJIT v, ?I 1AMF - -'H Ii IUI(' - . ATE.(' , 'I I HE DP Al 1111E- -, I 'k', A I[ 'E A,[ 'I 'I1 I'IJ =L E I L I' •Il I A1111 i_I If_F :c 'L- FJ(`.T E.''A FTER r F'A..) WITH Ell,E;L IF -AL'S /'C' IIEFL.'E. r' I. ' I iE_E 1 F IRT I IAR'' 'f1A.L S l ^!r' Li THR'c)U' :I f Al ID HI F:, RECEIVED DEC 2 0 2007 PERMIT CENTER EXPIRES DEC 2 0 2007 I c?, DWA'I'NE A. MANN, ARCHITECT 5b01 5 CAPITAL OF TE`:AS HWY SUITE 250 AUSTIN TN `T& O4 TEL: 52.I2.74 FAN: 512.Q 12.7c1c15 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 I:2.0 - i.0 - 1 LANI,LOi :, (REVIEW COMMENTS II.O'1.Oy1 PERMIT, L.L. REVIEW 51t7) 11.072.07 (OWN N ICE•VIEW DATE ISSUED FOR Fin" SOT TUKA, SACJL LA, =(,ENT_TR AA #25 ... MI e inw c'S SS W b +; , 1 [ -( / L.,/\ 'Al_. -)\( (_, 1 M4MA 10501 -- / �_.. FINL STORE #a16 '7 EC, 'DOH Ic2010 - F$A` -'IC. ELECTRICAL FEc'L11Hf :I IF 111 A. THE L1, :'F'.F IN LI)L >ES EURNISHING All[ II F_ iAL.L 11103 THE P PATER IAL, L-c?UIFr1EN1 AI•L> `'T L-'TEMS COMPL. AL • 'f -EC IFIEL) Ai•IC' /(>R INDICATED c. >I`I 1 HL C'k'L;LdINC'` ,. THE ELECTR'IC:;A II I'_'i '•L. L.A.1 WHEN F INISHED, :-tHALL EE= ,I.C21•iPLE_TE AND COOHL IPJATEI.' '',IIi' READ1 FOR SATISFACTORY `='EF<'VICE. B. ' VIORf• UIIDER THIS CONTRACT SHALE E'L PONE IN STRICT A'. (_.(?D.DANCL V ITH ALL APPLICABLE i 1111 II) IL' - L., i TATE, BOCA AND L c'C AL. ELECT PIC. AL CODES THAT (-30` /EPEE E • /•'.. H PARTICULAR TRADE AND 11E .'( 'c:) ' IIATI('NAL ELECTRICAL c;or'F-. 1 HE (( »NTkA( f (7 ' - JHALL h- lAF'.E: At-'F'L I) - :', I I '1 I '";N[) F'A t Al L C HAR(3ES FOR Al.F PUE:C :•F '- -', H: r F - IITS, LICEN=SE` A[11 III F 1 F :(:,TION`_A A'- f'EC :,UIRED IJPIC-E H THE ABOVE C ODES. UPON C C)I.1F'l L 1 It 11 OF THE 1'10RK, THE ELUST(T IAP.r C. ERTIFICATIONS OF APPP /'-L '..HALL BE FURNISHED. D. N,. 11ATER:IALE. C)E' EOUIPF'IENT L f E 1 T. • IN THE Wc":'F'k l)F•TIL AF'F'RO'' ✓ED. ALL MATERIALS SHALL. BE 1 . L ISTED. E. THE CJLTHACTOR SHALL Ea:AF•11NE ALL 1, A.ND SPECIFICATIONS APED SHALL. IIISPEcTT THE E- x:ISTINC- CCIJC'1'11,.'IIS OF THE SITE. F=AILURE FO ,- 'Fit�l_'r" L31TH THIS REQUIREMENT 1 °•11.1. I10F RELIEVE THE ( (71ITFAC TOR OE RESPONSIBILITY FC :'R. ( 'i•IF'L r ll•1G HIITH THE CONTRACT )ENTS. 1HF 1'1- 'AWIi1E INDICATE THE GENERAL. f-'H'A1 c_'F THE ELEL TRIO AL INSTALLATIONS. DETAILS 01 F'F:OFOSED L•'EF,ARTURES DUE TO ACTUAL HELD CONDITIONS OR OTHER ( AUSES SHALL PE SUBMITTED Fr :)F' APPROVAL_ PRIOR TO INSTALL Al ICU REI^IORP- OF COi- IPLETED ITEMS DUE TO IMPROPER FIELD COORDINATIC ..'HALL BE AT THE , "•01 E `'DENSE. '3. PR.(•>✓IDE SUFFICIENT ACCESS AND (..LE;'•.f- 1 /".IICE FOR ALL I rE1-1S OF • FriiJIP1'IENT REQUIRING. SERVICING Al IL I I/ IIUFE.NANC.E'.. [HE_ cEc)1JTRAC TOR SHALL PE=RFORM ALL IIL'., E.' •SARr CUTTnhL? AND HIND AS REQUIRED TO COMPLETE I 1 III= , T ALL ATIOI•IS. PATCHING OF HALLS, FLOORS, CEILINSS, ETC,. E'HAI_ 1 I/ - H 1 HE ADJACENT SURFACES. THE- c. c:)IITRA;. T()E' ;:'HALL PREPARE T HF'F- E , - 1 , ,c :'PIES (,.'F A REC ORD AND I13FORF- IATIL'N E3C 01-. :LET. THE BOc.'k.LF-I • •t1••.L I BE Bc: 111 A THREE - D'.IN, LOciTSE -LEAF BINDER AND INC•L.UOT •' -.1 I. I TELlS OF ELECTRICAL EOUIF'I iENT. (I.E. F'- ' LIcEHTIFI) - F I • FUR.ES, L.f',i IRE E'EC.). J, IJP01 I C•Oi 1PLE 710)1 OF THE ELECTRIC: AL III' • 17•1 LATIL II THE <_ ONTRACTOR. SHAL 1. PROVIDE A (7 OL- 1FLETE SET , _:'E FF 11IT`' , "'F THE EL EC.TR'IC•AL "OFUTRALT DR'.AIJLF.,FS HHIC.H SHALE BE l_E 'IF:d_ i LARKED Ir•I RED TO E,HC'HI ALL CHANGE:" AND DEPARTUR'E'S ( THE ItISTALLATIONS 01 IF=ARED WITH THE ORIGINAL CAE' :'Ic='I I. WE r SHALL BE 51/1 TABLE FOR USE IN PREPAA:'.AT101•1 OF RECORD [?R.AI 111 I,_ . F . 1•IE:1 l E_LEC TR IC. AL_ IN'STALLAl I,_•1'I' :' • 'N,-'-l_I BE C'I)APAiITEED FOR A F'EPI(:'C? SE 011E 11) r EAR. THE ABC'VE `' H " !_ l.. 1101 111 Al l'L 1.1A1 VOID OR AEjF'c'EV'•YE E,_)UIf-'1 IFPIT I'iAINIUF AC. 1'I)REF:''. '.= 'l OF' •IARRANTY. E F' FIFIC. A IT' (:)1= , =: , UARANTEE SHALL PE L'FL 1 FRED 10 THE OWNER. I AN t E 1.E-C_ . 1 7 P lc Al I ?RK l•'IHI(. - .H NIL L. IIITL F'F F F'E 1'+ITN FTE il )F'11A•L USE OF THE E'IJILDIII' IPI AN r i TANNER SHALL HI: P'. PJE: AT '_-U( Fi T IT OR TIMES AS ' l F3f= III 1TI)'-LL 1 AGREED UPON F'1 T I •IEEN THE c. OH IF AE. TOR AND THE UIJNER A F :E F'E'E :` EI'4TATI VF . 1 1. AL L E: °•I'_ 1111'.. L L HS THI, :.AL E. El 1E' Ill _ IN 'IE L' F.H'LA_• '..'HALL_ BE KEPT 113 c.)F'F E :' ; ,TIC'11 LEI 1T-'11.1E.) THE PRc 'PE S'`> ,.'[ 6 1 'E'1` . TEA r ELECTRICAL c?IIFIE (. TI '11'. S11A.I L FE PR'C'VI['EC:' 1(' •-[_I. r `-'TLh1' c.'F'. i- ( :IJIFMENT, INHERE_ 13E E" ".,- F- Ie I lAINTAIN ,'.01111i II k 'I. . ,. Tit, ?P1 1INTIL. THE NEH':AI` IEiU' Alf1 ' ECUlf- i-1E=NI ARE R'E, -['I r..s (: :'F'E.k :' /;1I('I1. IT. HIHF N 1 HE H'. A') ' PLC•IFIED HLRELNC'LF' ' ' 'I 11 IF •.T'_' C C'i li - '1 1 11, 11F'IIJC' 'F' OTHER EQUIPMENT, T 11E: ,: :NOTE-1A( 1(_'R' SHALL FERFORI1 ALL FIE=,_LFES/xF'.I -- .LTERATIOIJS, CUT TILL; ••110.' F=11TI1 c.'F THE E 1ST 11".10 1 A'_' I1/-I E.''E. IIECEESARL OR Rf :(_.!L11F'EL FC! I1/,F.E SATISF=ACTOR"( ('Il11LC LIONS FL1 I TEEN FHE NEW F NL' E: • I F Il •1:7 I•HOL) . r`,11C' '=1 HALL LEAVE ,.;,. : 1 1 IF-Li:LED l l,")F'f ITT A FINISHED ATlE' l I'.'F'f "i 1,\I1LIF'E ( :'ITION, TO THE E :STEVE:!_ `.)A T I` • A .. i ION OF THE ENGINEER'. L RE -I I(_:'✓AL 1l,' '): :. SHALL. BE PREFC•'R'I IL[' Ihl A 1•1F-AI AiI[ )FORKt-IANLIK.E 11AII1IER AND `''H:^ BE E ELUTED HI TH THE L E_:°,` :'T i)( LUL..F I'I''I IIPE'-APIC.F F' ' LITL. F3UILDINCE. THE `'(. F UT L'I)I n I,` :' OF ALL R.EF'IC) /AL llOFF U'FFAL.L. HE c:OORDIh1ATED LEITH EITHER TRIADS':' AND 1 - 11TH THE .'F ='f) \TILT! '''f THT °INNER'`? FA(•I1..I1 I . 1 IfFFPF REF I(L.I AL 1 IS F ='f F'F4'R'1 TEL', THE • ,- .ONTR'.AC TOR NINA! L. H) 1 'Alf ALL FFI.11[_[ 'HI`I1 :=' SURFACES I'i •lA =SEL' Lj'r dlc_. H l••IORK. PROVIDE F11.11".1-1E T( F 1. ; Fi .H F • IHTINCE \[" I ,( FiIT SI)F'F AC: FS. i I A.HLAf " INF'IC A I L TO BE R..Er1( '' ✓A TE I F'F.I I .'YE I HA 1 E-').)RTI(TN OF THE F • :I'T'T111('' E TR "ICAL INSTALL ATI,. 'I I I,''' ' OU PLATE THE NEW WORK Ai•1' .AL L Fc L)IF'F IE11T, WIR.IN(=', CONDUIT'= .. IF ' ',TFIJF'TErIATIi: FS NOT F'L-C'UIF'EF' IPI THE :OP 1PLETED INSTALL. .t 11. 'i I. :' L Ui'UU5EL :Oh1DUIT I'IIRINC• E. • F', •''.:'EC; AFTER DENT( :)L.IT .'I I :'l IA LL BE REI 1'.'VET) BACK • )1.J<'.c:.E: WEARIEST POINT OF USACE!. I'UHF-FE Fl. E" 1 RI -L U'TT'TE1 1E PA:".' T HER) 11, 4) THE R'F N('',' /; r EL' AREA'S TcE> ` , E - .P - O OTHER T OFTIONT' C'F 1 1 7 HE F'F'E:I II ■f THE. : :AI. I DEL A FED AND THE ST cTEI I F = '1 >PEC' TL TI' :'F='IJF•,L ( R :/ 7 ' 1 1 . ' H l r , )UTASE -, 111 S'YSTE.i' 1 ` = ' ` 1 ' 1 U L I BE 6, 7c�'F'DIIIATED 111T1 THE 0I F.EP'RESEPITATI'E. 1IFHERE F'UHA1I, -'lI OF PROPOSED ( ) Al IN OT BE TOLERATED THE. ' '1 TUF=F, F'F',.'',•IDF 1 f. 1 IF', F)F-E •k' t L'I•IIIEC 'T ION AS REOLJIF'EL' i t LA11 l '_'E_H /ICE MITE THE 1 111 III II II I C'I'E'R'.L)F'TIOt•I PC'SSIBLL. 11AF'1 Al 1E' F=r.RP FAI IEP•ITLY IDENlIF AL I_ ''1•11 ITC' , C (- 'iI F';'L.' PANELBQARDS, FE E- 1111AL T1 A,F'L'• :' AND OTHER EL-Ulf- 1E1 LI II I AC C.(7RL•'ATIc. :E HITH THE f'k), ' IF'...) i i'`') IFtI)" I ATL)PF. INF'FPJ FIFI'V <, 1 1 PI , ". TF` , `''H•' I RF L AMINA TED 1 , E K ARID WHITE ENc:OR /\' /Lf ' If. I r1 F' 1s. EL F TEF'Ii CE: SHALL BE HI,='H. A1 I A(= H F'LAtTES T11TH ,: HH'_'I 11 l l.•'• TED ' "'F' :le' = STAINLESS . ..'1 I C I 'C k'El +'.' APPROVED FOR THE FLJ'r'1 ` ": L . ' -'111 F'A, i' 'FH •:'HALL C•(_'C'RDINATE F • = ,. I E.k'C.IJk'F'E I l F'HOTEC TIC?N, P '(. L. 1',1,_'1'1 H'Lr)IIIHE:L), HIRE `_AILE:, (_c'PIL:'1 L I, • HNl Ift 11E'. IIA.P•IIL.AL c:.ONTRAL: 16'f=' i11 ' • -.110E- Df -'A.1 -1111 S`_.A OF AL. L F IECHA.II1, ••I. F 'I.IIF'i•ILiIT• F'f<_IC)R TO R.OUSH -IN. ) 'i ! I )-. \, T.''F' ' =,H.' I I. Pl(T'TIF7 F Nc'HINEFF' 'f •'•11 I (7)1E.A F'E [ IFS BETWEEN I HE F I H 1 F'I, Al F (,)c)• HI AN`-' AND I If :' 1 1 •'4 11, AL ' '1+ 'U 1. 'RAWI11r5`=. IIi'I 4 E''•1 (I) III- iAL) '" -1 L Lllk'nl IN r''NI'Ulr (E. •,. I f 1 - • 01 HI HOl. IIJ['It :ATE {' ': WIRES ,q ( ABLE=) AIll.' F .AIDE l_i iF I , ONDUIT H 'H' '- = Al. I ':I STEM`_' L.'E5C HIBEL' E I 'L I IHEHE. i•111III II/1 I 1111'UIT - 'ISIS_ 'HI -FALL BE 7- f+/4", F,AI I. -I I 0! II IJI i , ..C'hdc_.EALED 111 ILE`'`A O T HI_ I- 331`:P INDICATE-!'. `_'Uf'F F'I '.LL C. 'SCSI THAT - iF :A.III I'' IL)(') ik'AIl' -,F 111TEC' T,:' ('lilt 1 I F. ',."■ II' [I)LL BO' E: ''UF'F'OH1E' 10 BE SUFFIcIENTI.r F 11 TO HH 'vEIIT i'1'10f -71c All `■F r'C'NDUI 111c: 1 F '1.11 LEEK=:. ("') F'k• :,E:'YIC)E F.LLc:.TRICAl._ METALLIC TUE.'•116 'FlI i ELF' C AB.r :'VT :'I)` FENDED C.E11_INc'FE /,I I[' 111 THIN INTE=F'I'»k' T'AHTITION T T-)L)'✓IDE FLE;:IBL.E PIE [-.1 E (`'NODE r (' 'F -'E: E.rIF IELD) IN .1F,'F'I LE.Id,_.IfU' F =C'F' THE C. 01 1I, 'II '.'f 1'EC.E`''_'E-C' I_I(_-HTIN5 f I) f)JH'L` =' 1 U.'Rs, AND ANr II F'OI)IPI•'IFN) . El_ E." ISLE N['UI I I ir 1.1c..'1 BE USED IN I111EH1,'F.' I :'F'YWALL F'',F' FI PIONS I1)FEH.E f- h:'F..I ;: ( 'ITT AL RUNS OC r'F'' ' , I[ FULL 71,1E )IJIf -'• IF - NT , • k', , 1/11[E HIRE WHERE L E - I I, TIE" f • CLEF ' ' • (E') FEET. !III IIIJIJI I ' ., 'i IL 1.11 I Is PROFIIE.511 E [.'. EL.EErHU... LI1` ..l• 1 i1f-1H „I L c'L E -T 'E11Tc :..H AND JUIIC. FI('i! E' 1 F Ti , H,'•I I DT ..HE k'Ar ['I `E: I' (.'F' c.ALVA1110EL :' ' TAI If E 1 ' ''!EEL / i IA1111F rt. IA I I 1 F -'A( C), APPLE E FE' i •I, , 'FF- 'f I (VEAL. E=L F ' I F- E. • PRE',/ IL'F ESC''' Ae1 EACH OUTLE i 'I 11I,. I I L 51. A•L_L F'c :A ` E:' SHALL BE SIZED I'EF' 1HE NEC. OF A - r F'E a'Ir'Af.'•L_E FOP THE L'UTY I))FEPIC'EP, IF[) WITH AFDR.OF'H.1A1f L L_. L. ( .._. ( 1) JUll(`.rlc_'1I ' -III 1 E' ": "L' 'HALE_ BE FURNISHED' ANC:' INE'TALLED A', :'H IFIE F'L k'[_c_:IHET El) 'TO I'A' .ILITATE PULLILL(H OF WIPE'=' C'F' , ,' i'I E - .':. 'U(: ff E3O'ES SHALL. BE INF'TALLED Ihl AC CES'-'IEL. E • L ' '. , ^• I I >PI` ALL SO ':ES FOR CC WORK: '- .'HALE_ EEC , 'I I I I -'I',. I EI ' c 'F 14 12 GAU'SE L1=='S (SALVANI?EC:' 'SHEET 'STEEL r III III 11)1 I. 1 E ('THEREIISE SPECIFIED OR INDICATED AND PROVIDE.E' I1 FII I I.'I BRACKETS ALID FLAT SCREI`l COVERS, SEC.LIRELE• 11 I .1E101 E•r• RC?IJI'JD HEAD BRASS OR STAINLESS STEEL. FC'C' , k' " -DE I•IA(_ HINE SCREWS.:. (5) ALL (i 'PT'I.'I I .1 0.1 1 SUE ' . . '.'NCEALEL' HI JEF'E POSSIBLE. E',FOSEL) EL I IDIJI T '11 l I'Ai F'LJPJ Ii1 STR LINES PARALLEL L•llTff OR AT RI,=2H1 •` -I I' 'I E 1 IN LINE`_ OF EMEA)A.' Ah1L' SEPARATED A LEA' - '1 ) I IF , I 11 I,: t IF rI FF',_?h i HATER' L INFS. (r= ALL c B. HIRES ,4 L- ." 151 I . : ('I) BUILDIII, I IIFIE. 1 THE R' :l ^II :'E INL)ICATE.FE ", E..AHALL E3E_ 500 VOL T, F'I F TI 11 III .'F' THHI1 Il1SUL ATION F OF' INTERIOR USE. C:'NL.'U i c 'F' ` f•- `-.I_L DE SOFT DRAWN C C'PPEF' OF NOT LESS THAN e l E.)% ,E C ' l ' I I , I 1 I IT 1 . I'dc' F'OUIE:• OR AC (B?') CABLES PERMITTED. (2) NO l'HIF'F. El Ir-L 1. l.H F Fl -.II iIc•'. (1.2) AMO SHALL DE USED UNLESS OTHER.I•II`='E II IL'I A LE: C'. ,_ ONC)UCTORS SHALL BE CONTINUOUS FRt._)F 1 ' - 'I) II El I• , 'U I L_ E F ANL) FROM TERMINAL BOARD TO POINT OF FIII/=l. , '_'I II I[ 11 AI ID NO SPLICE SHALL BE LADE EXCEPT WITHIN 'SAIL) i 1_ E r ' 'F' iLlIC T ION BOXES. ALL CONDUCTORS SHALL BE OF 1 HE `. • A' = ' Iiir ATED. ALL HIRES NO. EIGHT (8) AWS ANC' L AF', 'F1-'. ' I I, -'•,L L BE 'STRANDED. THE CONTRACTOR SHALL MAKE I. IIF'IN'_• C ) '1 II ILL. TI(.)I IS OE ALL ELECTRICAL EQUIPMENT REc:)UIF'NE' E :I E TRICAL SERVICE. WIRES AND CABLES SHALL BE AS 1 1,A1 IL.'f •';( 1 UF'EC' FIAT FL AS,TIC; HIRE d c: ABLE CORPC'f- '-ATION, OCONI FE (: c'I 1F' •PI I , C'EIIER.AL ELECTRIC, OR EQUIVALENT. (`') ALL HIRII 11E U'!: ,.. (-1) L- IIF'Il lc• ' F ,. 'r' • F 1 IL F Al I:'' ' ' ✓OL T BRANCH CIRCUITS SHALL BE AS FC'LL.(_'It Tit E • ,' THEHLIISE NOTED OF REQUIRED TO LIi`1IT VOL.TAc -±E L'F :('I' T,' S'`''ec: DISC OhINEC: T_' C). VIIRIN=' I 'F , 1 ' I F -. SHC >UI`IL'Ihdc • ' I I C i 1 1 1 ' F ' f T ' : ' f''F PI/1.1 T I . HT TO ILIE .1.: ABOVE. I TEN iE F 'I II I I ELF'S : -- :•I I ti I( "'I_C)R' COL PER LAFIDLOR.D CRITERIA. CIRCUIT LEI•ISTH 4 WIRE SIZE 0 # 12 101' .1 UF' #10 (I) FUF.111_'H AI IF' III• : -,LL 'EcA.FET1 '_d ^IITCHEE' WHERE INDICATED AND ALE' F'E I ' r' 'R' I '1 1 1'TOF OUTLETS OR OTHER. EOUIFT'MENT. �IrJIT,EHE` 1 I BE '?F SIZE, NLJP -rBER. OF POLES AND FUSED OR 110713• FL)`'�F', / FLTC7UIRE.1"' FOP JOB CONDITIONS ANC) THE NATIC't 1. L, IHI,;Al. c. c.'DE. (:) ALL. ' ='r'-F F. 1 I II i C t if •F' SHALL. E''E )IEi 1A I ENCLOSURE T T FE "HD" OUIC.t 1 "-I F "1 - •F :`'F-'E. /'K.., AND HAVE INTERL_OCKINS COVER WITH H• IC 1. T I I r EITHER BE F RCI'IT OR SIDE OPERATING WITH A f , "r 'I L.111,T' PF'J'VISION, AS r1ANUFAC:.T(_•REC.' SOUARE "P" C F' APT- r- ,,,'E-=[' EcT'U, -'\L . (I) THE F ' 'I I • 'I III I'. • 115 :11.' -' 1 '[- VI,:,EE `'HAL.L BE FLIFFJISHEC' ANT:.' INF: 1 AI. I I r' I UHF F'E= Al I ET ' FT(1)P". OH THE L'HAWIU -S`_ MI` •F I I Al it 'U ITI:i I IJc - 'T INC.•I.L)I- 'F:F:' BT OVI '= BE I)NC'F.F'I !PI FI F :;.F F'-' T STANUAFP) , :C?IIFORl lILI ' TO THE NE.,. . ;' I. I '[ 1, f =: ' ' 'HALL. BE OF THE SAIL I IANI)FA(. TUBER. DL I' f t IA E I I=-,T. '',k'F',. 'L 1 HART , PA': ''E A ' "'F- r'F TOUR, LEVI TON, OF' H1. ?[.'L I I :'III ' E ;CAI :' THE Et OPTING ARROI ^I HAIR T hlUl IE'E • k' l^IAI. I 'I 11 i, 1II •' Fi E `;'1'JITc_ HLi_ '_,HALL BE OF TF'FE '1.3ILENT F•IE, F1,`iII, Al I , PE Fl °.1E L' 20 ALIFERE, 12c:? VOLT A.C. 5I11GLE F ' 'I II T I IF ' ' 11Al L. HE ARROW FC)R 21:) AMPERES. THF'E E_ 1 I 6 II F I ' BE OF FHE SAME F• iANUFACi URER ALT ' c. =3R 'I • . -^ E I'E'`.'IC E_`:' SHALL PE 1'11-11TE. RE c El i <''. I I. ': F_F'' I A L..E:S FOR l lA1.[ L'UTL.ETF_' ':- BE RA) E :I ' • ..AI II 'I HL , 21:. '.•','.'L T`_,, C'UE'I.E. ', [HH.F :.E":•- L'IIHE HI rH T HIF-'r ' 1 ', 'I f . '1• ' 'I MAIL 'ET '. '. 'EEL F TS '_+HAL.. BE= ARROW EAR F 'F' . i IF 'F:F'T , -, r•c. I 'SAL L SE 14 cUF5E3412 RATED F - c ' F ' _ ' . A 1 HE k ' L . AL L. PE . EFT A.,..: I..E>> 110111ATTED III THE SALES ARIL '• - I i/ -L I 1:'f SI ./ -c. I Ii c. '''LC)R, ALL R'EC•EF'TA:.,L ES MOUNTED IN F'F • I I- '•.1111 'E H ' 'F '.HE ' ' I, 'HIE SHALL. PE 11HITE III C: OLOR. DE . I, I 1=1 • . I r • ['E' I( F PLATE. SHALL TUE PROVIDED FOR. EACH ( .All - I I L RE 'IJIF'II h 01 IE. ''•L I PLATES ': , HAL.L_ FE h-1ANUFAC.TIJREL' Si I 'A, •' • ) • .1. I I I,CIS'. l !HE Pf. TWC' CAF' 110RE DEVICES ARE ,vR10I1P I I, 'I U I N [ F' :'VII ..'). A 1.111. TI CANES OUT LET Sc:). ': AND .AS-. ', Ir' -,1 L [. , ''. E FE -'l_AT E:.. ALL (.(.)V'E-RF'L ATE MOUNTED IN THE HALF ' '•F f 'HALT. BE ST ACES IN C c)L OR', ALL C.OVERDLATF=S 1•10I TIFF i •' III ti'F 1 =, INNER OF FINE STORE SHALL BE WHITE IN COL OR. rI''1itI1IIL.• III I. HI •lII' LCn AT ION Of ,AL L DEVICES SHALL_ BE ( , 'F i III/' [EL' ' ldl FIN 1 IAN11 . HAI'IN ARCHITECTS S Ai'1D THE '[Eli/CO )-.IF 1 'F- E [ 1,T, FI'.'E: PRIOR 10 F -IN. 111 Al L ELI I1-'1. ••I ': I ..'ELI I '._'H! :)UI'L' :. `.,HALL_ SE F'HOVIDEL) AS INC'I( A I I I • c 'I I 111E PRA) lll1 :'T', h1E :l.TI( 'I ILl.' HEREIN AMID /OR. AS RE -'E I f I I11L 1LA 1I..'1 ELEL. tE'Ic AL 'UC)L'E-. THE FOLLOWING SHALL_ E` ' :" '1.11 '1 I c'Hc II))EL=': B. F :LE'„ ',';k'I II '1 111 • • . .11I I ;\I11..' :'I111_F_T So• I, 'I II III, • I ! TI1F'F "' 1. -I IL L f.A' ''•F'[ ,`. F I F A 1 F ' 1 • I i i A I I I I'= Tk'''•I I•..F IFIE IE F" I I, , L lF'III . • Ik, 11,•,1+ ••i•I) UL E:i LIRA[ ''!' FI I .I '1E11 )I)IF.'1.1L11 i f , . NC :'N It' +, E F . I, E. ..4 I.'I )+PIf''IllI('11 ELE( :. 1H.Ic_ H 'I F • I. 1 - : (I) E_L_EC f. - 1, AI 1 F' . I,. I I' • IlE I I F k'(,)) I 1 HE_ L_Ar1DLC)RC' ELEC EPIC SL -IITr I I E ' ' ' . ' - H I ' I I I T1 If 1 1,AL 1 . E L EC 1 F'IC -•AL ROOP1. THE SERVICE VC'L 1 C • - E. I II II 'I,. A E :L.' ,'I I 1 HE DH.AV111\1(:='t,• (I) AL I. 1'' I If 1 f I '•'•F I HAL L H'Al. SAL ANCE L' TO WI FI -ill'! IL :') or THE L 11A 'L ) : , k1E['OR'1 INL)I(.A T Ii10E AP•IPE:R.A3E OF EACH PEAS! H : I''1 `1IE`I•II1 TFL' Fc.' THE 1 OPERATIONS PIANAGER. (2) I HE ,. IF ' .i III I ) JI If AE:k' A I J' E ('N L.' :, F IL'EI'N If I) I I, 'III , 'I IL 1 AIIC' FHE (" IR'c "1HIT NL)I'IPEP IiI THE F'ANEL NEE[' II; 'I IIL'. L' , A 1-'1I T '_,.F'H.'F`=- f',CNL). EACH CIRCUIT Ill THE F-')',I•If I • If' 'I If . F r-' IU I I BE , ^ :IJF'ATEI. •r IF1[.'E :.";ED ALL FYPF -[ ' 'F 'E , IF II I ' 111 f- III. ( : = , ) l f i f f - • l it I I [ I ' '11.1 I F:.) • IF-'L c') o:'1. F ,'N PF' AE'EF"_' c -. >F ANC'' N(:' 1 I I ' ' IN. •I 11• '•,.', '' ' '.' r 1 11 IL TR'Ir. /;l A,I.( A I 1,[ Co ('H' ' 4O VOL PE (N +) AL 1 I ',I IL 1 I'.( AI- I ' II IIFHIc.>H'. - `')'FAt.L SF I' A(. I(_'F'1 A' :''_,E :i 1E I I I ' 1 F ' I I i II III It-', I!I I I.'k.E AF.EH.- A'' ' ,EFif L'l11 FiL' C')) THE I.) [-III '111 L PI, 'H ).';l l f' -E I 'E ' 'I( .'LIE I ' Al1l A`= "AEI IBL EC' SUCH i fl/i I "'•I II 11 11 'I . II All ",l NJ.F'F ) \f .i:F' , All SE F'EF='I AC.EF' WI Tfli )ITT DI 1L1H'I'II h AL ' I.'C.F III I JFI1i`, CAF'' 1'II1Hc.'Ui R.EFIOVINU; FlAIN BUS, Al IL' ' :'EIS I f III'I ( I , E.(_1UEEFI E BIJ''`A111&. i 1AIN SUSSES AND BACK PAi I` ' ' 'I I'CI EFL 1 PE'' ' ' , HAT _l. BE Of ( .''LJC.H DESIST) THAT BRANCH '::IF , III I • . 1 1=. I E `'L , 11,^-11t, f: L•ll THOUT AL'DITIONAL. 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PEI 1/ EXHAUST AIR 1 . F EXTE111. ). 'I II IF TEL) TO LANIPLORI7))S 1 L.IL .ET F xHAUS. T LI2UL 1. 1" 000R UNDE T. OC)F- NATL IlI FH /'-..F c • III 12":••)12" F AIR ( IL_ LE 1/\11 FULL 11 'I•• .1. FI A I/2" ).1/2" HIRE I IESH ON El-1O r'1,J( IV tEl E. 1 I . 1). - ) lEER DEBRI'± FROI-1 f A F I) ELec urn N(5.7 . 1 - PANFEP. (i:T. 1 A MINIMUt-1 12' 0" A.P.F. ( 6) ) 12" SUPF'L. 1 AIR DIFFUE V11 TRIO TRII I P,c-\11EL IN ALL. PLASTER CEILIIISS E)ISTINS HALL DUCT TO REI THERE•10c,;) I IOUNTED ON LAALL I A.F . H LOCKABLE COVER. COVER '1 BE HONEIVIELL 1-1c_ - 1(-3511E)1004 PA INTEL) I • IE.TAL. TO HAL H AJ'.JAL ENT HAL I . I . 1( ON HALL/I11H_ I' pt: PANEL, INSTALL (.1•AL3LE:. 111 ) 0 1DUIT EXPO'IT.Er.) IN FHL CEILIIlO El011TEE) FAH I/11 FL BA(J1 1 DAMPER. INTEEPLO(1. LEO III TH LIOHT -- 3)HITC. H. BALANC 110 DAMPER (TYP.). PR VILE . LTOORS AS. REOUIRED. SUPPLY IF' F MOUNTED OH ` T OR AT EDLFE OF (: I L11 .1(i E ALL [OF EL I T HALL BE ADJU":' TO PF.OLIrL FOL AIR. ISTRIEU1I( D01111 TA FLOOR. FINAL t APFTROVAL L AP.f II FEC I ( I if (12) AIR T1 TE F F TH 1_7),/\I-IFFF. Al IP /\[ 1 . F (IT f ILL' I )1Jc1. YFIcIAL) NIA • 11Jr1 [.7)1':_: f.: (-)". REFER TO (1-4) SUPPL.1 A I K LI ) I F HARK HIc.:)H 'H' C,ONTRA)::: •-•1 ,A I, ,A HT 4 HEM lF [ ‘3H/\1.1. 1( ILL 'I-f[ I. THE (i 1 r=r)TF...'„UC THE (..C..)NITPAC_,1(. SHALL. VEH). I H ALL... L • I I IEEE) (.:I..011117)1TIO1 L ALif NE 1,"1(1.+•!.1 fr',E1) ( SHALL II 1)(1 I II 111 11)1 CHANC'7E OF.J.F.1.)ERS. ALL. I...)1_1(_;V-_:.) HF I IHII 1 1 A I 11E1 h I L(3S). AN[' fle71-1 F(0 ) TO I 11 1 I II ILL TL)RAL. DEL r 4-.1 I . AL_L. 1.1..)1f 1 Ill 111E.. ' INL / '1 ;- L.- 1 L. BE C LOOP E HF 11;1E L 1ii HI ." Al It I I 1111 III A IN'IETF:t1(.1,AL LACSUT. .4) ALL - _ - )1JF1 - 1. AID ' L.'lf I IL.) I I F. ..il. ILI.' 111 SHALL BE I ILL'IITEP HICH AS PO': /\I I. 1 17:'IrFUSE RS SHALL HE 1..101..IF•ITE II IF:' F:Lf Al 1 Inr.)1 r f E( 1Th.7Thl r. .-"x11-.' FL 'H. I L)EF LE. I 1 )1.1 , /,I t-• AND IN A E 1-1(1.:+"..1/01‘11A1_ PA T L') ALL. ", ' t 1011111DM 11 t 1.11 III )•••• • , 1 LALL. SE 111111._ ' II III. E. • I Ef-'11)/'))1. I0II II I HE (E I L 111(7 '••-.1„ii..) A1..1 11 F )l':: ' )1 I)l'PII I Ant ) 1,1 II .1), I • (EEID111 11101 I f )1/1, I IF.11 1.1 F. , I `5H1' FE PAI I ITF ET) FLAT FL T Av , ItiTEF SHELl I • PR(._.)\/• L1L.111)._ I ,.)F-). F27:21:7) - I AN I I Al'ILt.. I I. (:)1)1I 11:1‘1 Al 1 . . 'IA fO Tf- ' I A 1 I - 1 1 lH I t I I _ 'IF' I 1.. 'LE L.11 SHALL HA /L A FL ./,1 IL HF LL I 1 ILL r 1..1(...)1 1 I )1- L 1 H.A, 1'4 2E; AND A. L7). EVEL ( FATINIEE lr I , 1c. 50. PO 1 41/Li ) RECEIVED DEC 0 2007 PERMIT CENTER I EXPIRES DEC 2 0 211n7 ___ IL 24 C AL E :1/8 _ C‘, M MA 14- 10.5q FHL S1OPE #ES1S DIALAYNE A. MANN, ARCHITECT Fisaol S CAPITAL OF TE \ AS 1-114 SUITE 2.1 AUSTIN T\ - 18704 TEL- 5I12.74 TAX: DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817-410-2858 FAX 817-251-8411 LANDLORD RVIEAC.OMMENTS OWNER FZE IE ISSUED FOR pa, FinizIZin IKI)) 50JT--#C=NER TUKAILA, A c'eilb5 A # 425 REFER TO FLOOR PLANS FOR PIPE SIZES (TYP) BALL VALVE (TYP.) THERMOMETER UNION (TYP_) DRAIN VALVE WITH VACUUM BREAKER TO DRAIN H • GEILING /STRUCTURE OF TOILET ROOM E,EC.TR. I C AA S MA NO SCALE TYPI NO SCALE AIR TRANSFER DUCT. REFER TO DRAWING FOR SIZES 1/2" SOUND LINING GRILLES WITH FIXED LOUVERS (TYP.) HALL A I R T RANSE NO SCALE CHECK VALVE j r---- VACUUM RELIEF VALVE INLINE EXPANSION TANK TANK SHALL BE STATE MODEL ET -2, 1.96 GALLON, MAX. 153 ACCEPTANCE VOLUME HOT WATER HEATER TEMP./PRESSURE RELIEF VALVE. DISCHARGE TO DRAIN HALL 3" DEEP DRAIN PAN EATER PIPING ADJUSTABLE TOP FLOOR DRAIN/ GLEAN OUT FLUSH WITH TENANT PROVIDED FINISH FLOOR SURFACE SEAL WITH HATERPROOF CAULKING WATERPROOF FLASHING 2' -O" DIA MIN REQUIRED AROUND OPENING OR AS OTHERWISE REQ. BY LANDLORD HATERPROOF MEMBRANE BY TENANT PATCH FLOOR SLAB WITH HYDRAULIC CEMENT FLOOR DRAIN OR GLEAN OUT EXISTING CONCRETE SLAB GORE AS REQUIRED FIRE STOPPING NOTE: I _TENANT SHALL PROVIDE A WATERPROOF MEMBRANE OVER FLOOR AREA AS REQUIRED BY TENANT CRITERIA 2FIRESTOPPIMS APPLIED PER INSTRUCTIONS UNDER MANUFACTURER'S APPROPRIATE U.L TEST NUMBER LOO R. R,AIN DUCT STRAP CONNECTED TO STRUCTURE ABOVE (TYP) EXTENSION COLLAR CEILING GRID CEILING HRU WAL FLOOR FLOOR CEILING FLOOR " _3" t 2 2" PART F - [Jive No P,AN SCALE: I /4 " -1' -O" Th k-2" _ TO TRAP PRIMER 12 3" F.D. " C7ENRAL NOTES BALL VALVE (TYP.) 3/4" T 3/4" - - 1 /2" i t 3 7 I I i I ' I 'I i 1/2" P -3 P -4 TO FLOOR 1/2 11 DRAIN 4 4—ANGLE STOP SHUT -OFF P -1 VALVE (TYP.) 0HESfil C. WA'E SER D I AORAM NO SCALE 9.4" -2" P -3 _3" SAN' TARY I SER I AORAM NO SCALE I) PROVIDE DIE - ELECTRIC ISOLATORS AT ALL DISSIMILAR METAL CONNECTIONS. 2) PROVIDE STOPS AND AIR CHAMBERS AT ALL FIXTURES. 3) WATERPROOF FLOOR TO A MINIMUM 5" ABOVE FINISH FLOOR. 4) NO PIPING SHALL BE SUSPENDED OR ATTACHED TO THE ROOF DECK AND OR FLOOR DECK. ALL SUCH ITEMS SHALL BE SUSPENDED FROM JOISTS AND/ OR BEAMS. 5) ALL FLOOR PENETRATIONS SUCH AS CLEANOUTS, FLOOR DRAINS, PIPES, ETC., MUST BE FULLY SLEEVED, CAULKED AND FLASHED. 2" .J 2 11 P -2 ti C.O. / ch-- 2" P -4 PIP RAI/6\1 NO NOTES 0 SANITARY LINE BELOW SLAB. SLOPE AT A MINIMUM OF 2%. 0 EXTEND AND CONNECT TO EXISTING HATER SERVICE PROVIDED BY THE MALL. VERIFY EXACT LOCATION IN THE FIELD. 0 0 0 0 0 GOLD HATER LINE MOUNTED FROM STRUCTURE ABOVE. HOT HATER LINE MOUNTED FROM STRUCTURE ABOVE. SANITARY VENT LINE MOUNTED FROM STRUCTURE ABOVE. SANITARY VENT LINE EXTENDED TO EXISTING MALL PROVIDED STUB. VERIFY EXACT LOCATION IN THE FIELD. BALL VALVE (TYP.). STRUCTURE MOUNTED HATER HEATER. HEATER SHALL BE 10 GALLON 20 KW STATE MODEL PV -10- TOMS -K, I2OV /I4) /6OHZ. INDEPENDENTLY EXTEND - ref P AND DRAIN PAN LINES DIRECTLY TO MOP SINK. PROVIDE UNIT WITH HEAT TRAPS. Oq EXISTING MALL DOMESTIC HATER PIPING. VERIFY EXACT LOCATION IN THE FIELD. 10 EXTEND SANITARY PIPING TO EXISTING MALL SANITARY PIPING. VERIFY EXACT LOCATION IN FIELD. • PPP TRAP PRIMER AIR CAP, AND DISTRIBUTION UNIT. @ 3" FLOOR DRAIN WITH DEEP SEAL TRAP. 0 REDUCED PRESSURE BACKFLOW PREVENTER. e CLAMP ROD TO TOP CORD OF JO IST/BEAM STRUCTURAL JO I ST/BEAM (TYP) HEAVY DUTY GLEVIS HANGER (TYP.) HANGER ROD (TYP.) I/2" COLD WATER SHUT -OFF VALVE PPP INC. TRAP PRIMER AIR GAP CEILING 3/S" SOFT COPPER PRIMER LINES FLOOR CEILING MOUNTED PPI TRAP PRIMER. EXTEND TO EACH GLEVIS HANGER NO VAPOR BARRIER INSULATION NO SCALE PIME TA l NO SCALE GLEVIS HANGER WITH VAPOR BARRIER INSULATION CA I NOTE: I) ALL HANGERS FOR COPPER PIPING SHALL BE COPPER COATED. LOCKING NUT (TYP) SUPPORT ADJUSTMENT NUT (TYP.) VAPOR BARRIER INSULATION BLOCK SUPPORT WHERE REQUIRED TO ELIMINATE INSULATI ON DAMAGE 16 SA. SHEET METAL SADDLE 12" LONG NEAREST COLD WATER SOURCE 1 PPP MODEL P -2 TRAP PRIMER VALVE DISTRIBUTION UNIT(S) AS REQUIRED FOR SERVING MULTIPLE TRAPS TO OTHER FLOOR DRAINS IF APPLICABLE PRIMER PIPING IN FURRED OUT HALL. NO PIPING PERMITTED IN LANDLORD'S DEMISING HALLS. FLOOR DRAIN TO LANDLORD'S SPECIFIC I — CONNECTION. 0 1 2 3 4 120 SCALE:I /4" =1 RECEIVED DEC 2 -0 2007 PERMIT CENTER 8 12 / 1 \ 12.07.01 LANDLORD REVIEW COMMENT$ ' - 0 C) DWAYNE A. MANN, ARCHITECT BOI S CAPITAL OF TEAS HWY SUITE ?5O AUSTIN Tx 7x704 TEL: SI2.GI2.7gG4 rA \: 51w.Q12.7115 DON PENN CONSULTING ENGINEER 886 WESTPORT PARKWAY, SUITE 800 GRAPEVINE, TEXAS 78061 817 -410 -2868 FAX 811-261-8411 1 1.01 1 1.02.0'7 DATE M$MA rINL. 'STORE SOUT AILA, r \Lid PERMIT, 1-.L. REVIEW 4 1511, OWNER REVIEW ISSUED FOR A A \TEE 4s 55 -UMW NO AN, NO °E5 ANC) RISERS v =2 FAN POW UMSIN '---- I VAV 'ERNI INA, UN 17 S U ITEM* ITEM* DESCRIPTION = U, REMARKS ITEM # 5IZE DATA CFM STATIC PRESSURE NC LEVELS FAN DATA ELECTRIC HEAT COIL DATA MODEL # MANUFACTURER UNIT INLET OUTLET MAX. MIN. SET POINT INLET DOWN MIN. RAD. DISCH. CFM ESP HP ELECTRICAL DATA KW ELECTRICAL DATA STEPS EAT /LAT (°F) 0 6 16 16 2, 550 580 - 1.0 .375 - 37 24 I, 940 .375 3/4 277/1 15 450/3 3 56/75 TQP TITUS ®2 6 10 "0 161'4-102" "X 800 230 - 1.0 .375 - 28 20 760 .375 3/4 277/I 7.5 480/3 2 56/80 TOP TITUS F UMSIN '---- I XTURE S H U ITEM* ITEM* DESCRIPTION PIPE SIZES TM REMARKS G.W. H.W. SAN. VENT P -I WATERGLOSET 1/2" • 4" 2" INTEGRAL HANDICAPPED P -2 LAVATORY 1/2" 1/2" 2" 2" "P" HAND IGAPPED P -3 SERVICE SINK 1/2 " 1/2" 3" 2" "P" FLOOR MOUNTED P -4 DRINKING FOUNTAIN 1/2" • 2" 2" "P" HANDICAPPED AIR TITE SI Zi C =AUST AN S H! L! X ITEM* AREA SERVED G.F.M. WATTS E.SP R.P.M. CONTROL MANUFACTURE/ MODEL # F -1 TOILET ROOM 100 8q W _375 1,100 LIGHT SWITCH GOOK /GG 144 8„ I I " 12" 17" AND V MA fINL STORL M3 AIR TITE SI Zi C A R T DUGTSIZE CONNECTION RING DUG-1-517F RING 5 „ E '1 q " 12 h1 6 „ q " 10" 13" _r„ 10" I i H 15 " 8„ I I " 12" 17" DON PEN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE TD(A8 76061 817 - 410-2868 FAX 817- 251 -6411 12 .07.0'7 LANDLORD REVIEW GOMMBNTS II.D1.07 PERMIT, LL. REVIEI'i 4 BID 1 1.12 OWNER REV IEIA DATE ISSUED FOR Fi S 7UKAI 1 THCE LA, -'ACE Be NTL F AA c bI S& #1-125 SC-EDLES AND V MA fINL STORL M3 NOTES: I) ROOM NC LEVELS SHOWN INCLUDES ATTENUATION TRANSFER FUNCTIONS OBTAINED FROM TABLES IN ARI STANDARD 885 -8c1 2) SOUND DATA SHALL BE OBTAINED FROM TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-14. 3) DUCT DIMENSIONS ARE APPROXIMATE. CHECK SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS 4) ALL BOXES SHALL BE SINGLE POINT CONNECTION WITH FACTORY TRANSFORMER FOR 24 VOLT CONTROL. 5) PROVIDE FULL SIZE SOUND LINED ELBOW ON ALL FAN POWERED BOX PLENUM INLETS. 6) FUSED DISCONNECTS ON ALL UNITS IN THE FIELD BY THE ELECTRICAL CONTRACTORS. NOTES: I) FAN SHALL BE 120V /I 'D /SOHZ. 2) FAN SHALL BE PROVIDED WITH FACTORY BACK DRAFT DAMPER. AIR TITS FITTING. PROVIDE SCREWS IN EACH PRE - PUNCHED SCREW HOLES IN CONNECTION RING TO SUPPORT FITTING LOW PRESSURE SUPPLY AIRDUGT I /8 " NEOPRENE GASKET BALANCING DAMPER EXHAUST FANS NOTE: I) WHERE CONNECTION RING SIZE IS LARGER THAN SUPPLY DUCT, THEN CONNECTION RING SHALL BE CRIMPED OVER DUCT AND CONNECTED, SCREWED SEALED ON TOP AND BOTTOM OF SUPPLY DUCT. TOILET ROOM EXHAUST FANS SHALL BE INTERLOCKED WITH LIGHT SWITCH UPON ENERGIZING LIGHTS FAN SHALL RUN. UPON DE- ENERGIZING LIGHTS FAN SHALL BE TURNED OFF. VAV BOX AIR TIE NO SCALE SQUENCE OF 0PERAYI I. VAV BOXES SHALL BE CONTROLLED BY SPACE THERMOSTAT. 2. COORD INATE INTERLOCK WITH MALL EMS WITH MALL ENGINEER. 5 - O " 1 1NO TAIL 20 GAUGE X I" METAL STRAP CONNECTED TO STRUCTURE ABOVE (TYPIGAL) INSULATION ROUND DUG FLEXIBLE INSULATED DUCTWORK (MAXIMUM FLEXIBLE DUCT CONNECTED TO AIR TITE. CONNECT WITH 1" METAL BAND AND PROVIDE MINIMUM 6 SCREWS (EVERY 60 °) MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING. 'L.:7 ELF UG RUN -OUT SUPPORT TAI L NO SCALE NOTES: I) FLEXIBLE DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM RECTANGULAR DUCT GONNECTI ON BEFORE BEND INC. 2) FLEXIBLE DUCT SHOULD NOT EXCEED 5 -O " IN LENGTH. USE RIGID ROUND DUCTWORK WHEN RUNOUTS EXCEED I. Section 15010 - Basic Mechanical Requirements A. The work of each of the mechanical sections includes furnishing and installing the material, equipment, and systems complete as specified and /or Indicated on the drawings. The mechanical installations, when finished, shall be complete and coordinated, ready for satisfactory service. B. All work under this contract shall be done in strict accordance with all applicable municipal, state, NFPA, International and Local codes that govern each particular trade. vC-HAN I GAL SPEC I F I CAT I ON G. The contractor shall make applications and pay all charges for all necessary permits, licenses and inspections as required under the above codes. Upon completion of the work, the customary certifications of approval shall be furnished. D. No materials or equipment shall be used in the work until approved. Before submission of the shop drawings, and not more than thirty (30) days after award of the contract, the contractor shall submit for approval a complete list of materials and equipment which he intends To furnish, giving manufacturer and catalog numbers. A complete list of proposed sub - contractors shall also be submitted. E. The contractor shall examine all drawings and specifications and shall inspect the existing conditions of the site. Failure to comply with this requirement will not relieve the contractor of responsibility for complying with the intent of the contract documents. F. The drawings indicate the general arrangement of the mechanical installations. Details of proposed departures due to actual field conditions or other causes shall be submitted for approval prior to installation. Reworking of completed items due to improper field coordination shall be at the contractor's expense. Tenant shall submit a copy of the hvac maintenance agreement to on -site operations manager. G. Provide sufficient access and clearance for all items of equipment requiring servicing and maintenance, such as valves, dampers, controls, drives, drains, vents, starters, switches, filters, traps, and major items of equipment. H. The contractor shall perform all necessary cutting and t atching as required to complete the installation of he mechanical work. Patching of walls, floors, ceilings, roof, etc. Shall match the adjacent surfaces. All roof work including cutting of the roof membrane shall be performed by the landlords roofing contractor at the mechanical contractors expense. I. The contractor shall prepare three (3) copies of a record and information booklet. The booklet shall be bound in a three -ring loose -leaf binder. Provide the following data In the booklet: I) Catalog data on each piece of equipment furnished. 2) Approved shop drawings on each piece of equipment furnished. 3) Maintenance, operation and lubrication instruction on each piece of equipment furnished. 4) Simplified temperature control diagram. 5) Manufacturer's and contractor's guarantees. 6) Air balancing reports. 1) Commissioning reports. 8) Schedule /description of all service work/maintenance inspections required by paragraphs o, p and q of this section. J. The entire new plumbing system shall be tested hydrostatically before insulation covering is applied and proved tight under the following gauge pressures: Sanitary piping As specified below Domestic water 100 psiq Fire protection Per NFP K. All soil, waste and vent piping shall be tested by the contractor. The entire new drainage system and venting system shall have all necessary openings plugged and filed with water to the level of ten (10) feet above the main or branch being tested. The system shall hold this water for thirty (30) minutes without showing a drop greater than four (4) inches. Note: If any code or authority requires testing which is different than the test listed above, the more stringent test shall be performed. L. All arts of the heating, ventilating, air conditioning and exhaust systems shall be adjusted, checked, balanced, and tested by an independent A.A.B.G. Certified testing 4 balancing contractor approved by the owner. The contractor shall put all systems and equipment into full operation, and shall test and balance all devices to within ten (10) percent of capacities indicated on the drawings. Permanently mark the position of each balancing damper. Tenant contractor to submit air balance report By landlord's test and balance contractor) to on site operating manager within 15 days after store opening. Landlord approved air balancing contractor is required. report shall include VAV box airflow sensor differential pressure reding at max. and min. cooling and toilet exhaust. M. Upon completion of the mechanical installations, the contractor shall provide a complete set of prints of the mechanical contract drawings which shall be legibly marked in red pencil to show all changes and departures of the installation as compared with the original design_ They shall be suitable for use in preparation of record drawings. N. All piping systems shall be identified with labels. Materials shall be as manufactured by seton name plate corporation. 0. All mechanical installations, including all materials and labor shall be guaranteed for a period of one (I) year from date of owner acceptance. The above shall not in any way void or abrogate equipment manufacturer's guarantee or warranty. Certificates of guarantee shall be delivered to the owner. P. R. A. B. Contractor shall also provide one (I) year free service to keep the equipment in operating condition. This service shall be provided per the following schedule and rendered upon request when notified of any equipment malfunction. 0. In addition to the first year warrant period, the contractor shall provide, at no additional cost to the owner, a minimum of four (4) service calls and maintenance inspections. A complete outline of the required maintenance and the proposed schedule shall be Included in the "record and information booklet" detailed in section 15010- basic mechanical requirements, paragraph I, for review and acceptance by the owner /representative and engineer. The inspections are to be performed at three (3) month intervals for a total of four (4) service calls and inspections during the first year warranty period (three (3) times during the year plus the original system start -up commissioning). The service work and inspections shall include, but not be limited to the following: - Replace all disposable air filters; - Lubricate all motor and fan bearings as required - Glean drain pans and drain lines; - Check and tighten all electrical connections; - Inspect all belts for adjustment and condition and replace as required; - Check operating pressures and refrigerant charge; - Inspect all controls for correct operation and calibrate as required; - Perform all maintenance as outlined in the equipment manufacturers operation and maintenance manuals. Upon completion of each scheduled inspection, the contractor shall deliver to the building owner /owner's representative within forty -eight (48) hours of completion, two (2) copies of the completed inspection report for record purposes. The mechanical or service contractor shall, at the ninth month, advise the owner of the termination date of the above service. This contractor shall also provide the owner with a detailed proposal, reflecting annual escalation, for the continuation of the service and Inspections described above. 2. Section 15050 - Basic Mechanical Piping Material 4 Methods Provide all labor and materials necessary to furnish and install all piping systems on this project, including, vent, and domestic water piping systems. Piping and valves shall be as follows: I) Sanitary drains below grade Pipe Standard weight cast iron uncoated bell and spigot soil pipe. Fittings Standard weight cast iron bell and spigot uncoated soil pipe fittings. Joints Neoprene push -lock fittings. 2) Sanitary wastes and vents above floor inside building: Pipe Fittings Joints Gast iron no -hub soil pipe Gast iron no -hub soil pipe fittings No -hub stainless steel gasketed fittings (E RECEIVED DEC ? 0 2007 PEHMIT CENTEE EXPIRES iC 2 ft ;7 P2: 4,R 7 4Pp . c: 0 DWAYNE A. MANN, .ARCHITECT 5801 S CAPITAL OF TEAS HWY SUITE 250 AUSTIN TN 78704 TEL: FAN, 512.112.71015 3) Domestic Hot and Gold Water piping: Pipe Fittings Ball valves Two piece body, 150 lb. chrome plated full port bronze body and stem, reinforced tfe seat rings, Nibco S -585 -1 Unions 125 lb. Wrought copper, ground joint sold ends. 4) T 4 P Relief drain: A. All supply air ductwork downstream of VAV, and domestic water piping systems shall be insulated with fiberglass insulation. Ductwork will all be lined. a Pipe insulation shall be I" premolded fiberglass insulation with an all service jacket, Owens corning fiberglass SSI -11. Fittings shall be insulated and covered with pvc covers. G. Interior duct lining shall be as specified under section 15880. 3. Section 15250 - Mechanical Insulation Pipe Type dwv seamless copper tubing. Fittings Wrought copper solder drainage fittings 5) Fire protection: Piping and fittings as required by NFPA regulations and as hereinafter specified. C. Copper pipe shall be revere, anaconda, or chase types "I" hard drawn, with approved solder fittings. D. Gast iron piping shall be service weight drainage piping and shall conform to the requirements of the G.I.S.P.I. Each length of pipe and each fitting shall be clearly marked with the manufacturer's initials and pipe classifications. E. All hangers for copper piping shall be copper clad, split ring swivel type, having rods with machine threads and threaded copper clad ceiling flange. Gast iron and steel piping supports shall be similar without copper clad and prime paint finish. F. Provide dielectric couplings where non - ferrous metal piping is joined to ferrous metal piping. The gasket material shall be capable of withstanding the tempreatures and pressures within the piping system in which installed. Submit dielectric coupling and gasket material for approval. 4. Section 15300 - Fire Protection All water lines - hard copper type L Solder type wrought copper - lead free solder. A. All work, materials, equipment, and accessories shall comply with the standards of the national fire protection association and all state and local regulations. B. Extend and modify the existing wet pipe sprinkler system/ stub to properly cover /protect the tenant space. System shall generally be Ordinary Hazard II.Maximum 130 square feet per head and .24 gpm @ 1500 square foot. Coordinate with Landlords Insurance Underwriter. G. The modifications shall include, but are not limited to valves, flow switches, sprinkler heads and escutcheons, piping, fittings, hangers and signs and other identification markings, as required. D. The sprinkler contractor shall carefully examine all documents during the bidding eriod. He shall familiarize himself with project conditions such as building construction and pipe and ductwork locations and elevations. E. Sprinkler heads shall be installed to meet the new layout. Sprinkler heads shall be quick response type. Sprinkler heads in finished drywall ceilings shall be brushed chrome fully concealed /recessed type. All heads in open bay areas with no ceiling shall be bronze upright type. F. The contractor shall arrange for approval of the sprinkler systems, and conduct tests in accordance with NFPA 13. G. The sprinkler contractor shall provide a detailed shop drawing showing piping layout, head locations, elevations and coordination with all mechanical, electrical and plumbing trades. The contractor shall submit detailed sprinkler shop drawings with actual heads for architect approval prior to any fabrication. H. The sprinkler contractor must submit one sepia of sprinkler shop drawings and hydraulic calculations to tenant coordinator and county fire department and landlords insurance underwriter prior to any fabrication or construction. I. All tenant sprinkler work to be completed by landlords pre - selected sprinkler contractor. Edison Fire Protection, at tenants sole expense. Submit 4 copies of sprinkler shop plans to landlord within 1 days after work start In space. Coordinate drain down and hydrotest with on -site operating manager. J. Submit 4 copies to fire department prior to insallation. A hydrotest will be required. Coordinate test with operating manager and fire department. K. All work must be scheduled with landlords field Representative. SEC consists of furnishing all labor, equipment and materials in connection with the rough -in, final setting and connections to all plumbing fixtures. The contractor shall carefully review the conditions at the site and all of the contract drawings to determine the extent of the new plumbing work required. B. All plumbing fixtures shall be complete in every detail with all trimmings and connections. All fixtures shall be designed to prevent the backflow of polluted water or waste into the water supply system. Fixtures shall be American Standard or approved equal as follows: P -I Water Closet (handicapped): #2311.100 elongated 17" high, water saver cadet 1.6 gallon flush with vitreous china construction, siphon jet action bowl, close - coupled tank, water saver trim, bolt caps, closet flange, church -open front seat with cover, rigid supply with angle stop valve. Toilet and seat shall be white. Coordinate toilet flush handle on proper side and near handicapped turning radius. P -2 Lavatory (handicapped): Wall hung #0355.012 lucerne with vitreous china construction, front overflow, faucet ledge. Lavatory to be fitted with Moen # 8810 two handled faucet and be complete with grid drain, tailpiece, cast brass "p" trap, tubing to w a l l escutcheon, key operated supply valves with rigid supplies and chair carrier. All exposed waste piping and hot and cold water piping shall be insulated with truebro handl lay -guard model 102 insulation kit with white finish. Fixture shall be white. P -3 Service Sink: Fiat model MS524x24, 24 "x24 "x10" deep molded stone with stainless steel caps 3" outlet, model 830 -aa service faucet, model S32 -aa hose and hose bracket, model 889 -cc mop hanger, model 123 aluminum bumper guard, model 1453 -bb alternate strainer and model 833 -aa silicone sealant. Caulk all sides at wall and floor lines. P -4 Drinking Fountain (handicapped): Elkay model EDFP211FPG wall -hung, barrier -free wheelchair level. Unit shall be constructed of heavy gauge stainless steel, with chrome plated push bar, one -piece bubbler. G. The water heater shall be State, or an approved equal. Heater shall be rated at volts and phase as Indicated on drawings and be listed by underwriters' laboratories. Tank shall be factory fired With glass lining with 150 psi working pressure and equipped with extruded high density magnesium anode at t & p relief valve. Electric heating element shall be series one medium watt density with zinc plated copper sheath. The controls shall include a thermostat with each element and a high temperature cutoff. The jacket shall provide full size control compartments for performance of service and maintenance thru front panel openings and enclose the tank with insulation. The drain valve shall be located in the front for ease of servicing. Outer jacket shall be baked enamel finish. Heater shall have a three (3) year limited warranty for commercial installation, as outlined in the written warranty. Fully illustrated instruction manual shall be included. Insulation must meet Ashrae standard lQa -I '180 for energy efficiencies. Refer to drawings for size, capacity and voltage. ANICAL SPECIFICATION CONTINUED • L. All systems shall be charged and operational when the contractor is not on the premises. M. Must use the Landlords sprinkler contractor at tenants cost for all sprinkler work, design, etc. N. Landlord Provided a tenant fire service main with branch piping stubbed into each teant space. Landlords sprinkler system is designed per Ordinary Hazard Group 2 and the latest requirements of NFPA -13. No isolation valves Nil! be provided or permitted. 0. Tenant shall connect a fire sprinkler system to landlords sprinkler system with in the demised premises using approved mechanical fittings. Tenant shall provide and install all branch piping and sprinklers required to complete the sprinkler system with in the tenant space. Tenants sprinkler system designs shall be based uponthe requirements of the State of Washington, City of Tukwila Fire Department. Tenant shall engage the services of the landlord prefered fire sprinkler contractorto design, permit and install tenants fire sprinkler system in accordance with the base building design specifications. Sprinkler layout and pipe sizing shall be the hydraulicly designed according to the Ordanary Hazrd 2 and the latest NFPA -13. P. All sprinkler heads in the forward selling area are to be concealed pop oFf cover type. 0. All supports shall be from structural beam and joist, not from floor or roof deck above. R. Tenant shall install a vane type water flow detector in the main sprinkler line immediately after connection to the landlords main which is connected to the landlords fire alarm system. S. Tenants contractor shall furnish and install sprinkler head in areas alcove ceiling. 5. Section 15400 - Plumbing 6. 1. _ . -. -- D. Potable water systems shall be disinfected prior to use. The method to be followed shall be that prescribed by the health authority and code requirements. ection 15500 - Heating, Ventilating 4 Air Conditioning (HVAG) A. The work to be performed shall include all labor, materials and equipment necessary to provide all items required to furnish and install complete all new HVAG mechanical equipment as shown on drawings and /or hereinafter specified. It is the intent that the systems be installed complete with all items necesary to provide satisfactory service. ection 15880 - Air Distribution A. Furnish all labor and materials necessary to complete the sheet metal work associated with the heating, ventilating, air conditioning and exhaust systems, And other miscellaneous items shown and required. B. All ductwork shall be constructed and installed in accordance with the sheet metal and air conditioning contractors national association (smacna) standards, ashrae standards and boca standards. G. Flexible ductwork shall be hart 4 Cooley type F2I4 or approved equal. Flexible duct shall comply with NFPA bulletin qOa and shall be U.L. Listed as class I air duct and connector, standard 181. Max. 5' -O ". D. Support horizontal ducts with hangers spaced not more than six (6) feet apart. Use straphangers for ducts up to thirty (30) inches wide, angle hangers or rods for ducts over thirty (30) Inches wide. Straphangers to be one (I) inch wide, 20 gauge minimum; fasten to sides and bottom of duct with sheet metal screws. E. Ducts shall be straight and smooth on the inside, with joints neatly finished. Ducts shall be suspended from the construction and shall be free from vibration. Curved elbows shall have a center radius equal to one and one -half (1 -1/2) times the width of the duct. all square turns shall be vaned. Vanes consisting of curved metal blades shall permit the air to make abrupt turns without turbulence. F. All joints in the heating, ventilating, air conditioning and exhaust system ductwork shall be sealed. Sealant shall be as manufactured by hand cast model VB -102. Sealant shall be smacna and U.L. approved, with a flame spread of 5 and a smoke developed of 0, non -toxic and non - flammable. Sealant shall be approved for operating temperatures from 0 degrees f. To 200 degrees f. Sealant system shall be installed in strict accordance with the manufacturer's recommendations and when applied shall provide a permanent seal without any deterioration. G. All supply air ductwork downstream of each VAV unit shall be lined on the interior for sound attenuation. Lining shall have a one (I) inch thickness and shall be glued with one hundred percent coverage and additionally secured with pins. Increase duct sizes indicated two (2) inches direction to accommodate the interior lining. H. Supply air diffusers shall have all steel construction, Titus model TMS with vaned face and finished with #26 off -white enamel. I. Return air grille shall have all steel construction, Titus model 25R with louverd face and finished with #26 off- white enamel. J. Supply air registers shall be double deflection type with oposed blade dampers with all steel construction. Regiszers shall be titus model 300RS with 14 26 off -white enamel finish. 8. Section 1 5'150 - Controls A. The contractor under this heading shall furnish and install all items 4 labor, etc. necessary for a complete electronic system of automatic temperature control. The system shall include all necessary thermostats, relays, switches, etc. Required for successful operation. Electrical work in connection with the temperature control system shall be performed by the control contractor. B. Each VAV unit shall be controlled by a wall mounted heating and cooling thermostat. G. Thermostat must be computable with all vav functions, controls and specified accessories. Contractor to coordinate with unit supplier. D The automatic temperature control contractor shall be responsible for the commissioning of the project to assure a fully functional, fine -tuned hvac system upon occupancy. The commissioning of the project shall be performed in accordance with american society of heating, refrigerating and air conditioning engineers, Inc. ( Ashrae) pamphlet I --1959 guideline for commissioning of hvac systems. Commissioning i5 defined as verification of the proper operation of all equipment, alarms, safeties and control and energy management systems serving mechanical systems installed or modified on this project as defined within the specifications and indicated on the contract drawings. Proper operation is defined as the activation of all controls, field or factory installed, to assure the correct sequencing of equipment and systems, including activation of all operating and safety controls, as hereinbefore described. The automatic temperature control contractor shall report all system deficiencies to the mechanical mechanical contractor. The mechanical contractor shall instruct the proper trade to correct any deficiencies reported by the automatic temperature control contractor so that the project commissioning can be completed. Prior to the commencement of any commissioning work, the automatic temperature control contractor shall provide the engineer with a commissioning report format for review and approval. The Report format shall be delivered to the engineer not more than thirty (30) earlier.) y p dayys after award of the atc contract or not e55 than six 60 days prior to start of atc work whichever i5 Commissioning report format shall include a list of all items to be verified, with the initials of the mechanic who verified the particular item /control and the date on which each item /control operation was verified. Three (3) commissioning reports are required. The first report shall be completed during the initial commissioning of the project prior to occupancy. The second and third reports shall be completed no more than two (2) months (I report /month) after occupancy of the building. All controls /safeties shall be verified in the presence of the owner /owner's representative_ The final report shall also contain the signature of the owner or owner's representative for each item verified. CENTRIFUGAL FAN WITH BAGKDRAFT DAMPER ADJUSTABLE FAN SPEED CONTROL I -1/2 LB. DENSITY INSULATION SUPPORT UNIT FROM STRUCTURE ABOVE W/ RODS CONTROL BOX TRANSITION AS REQUIRED SOUND LINED DISCHARGE DUCT (SEE FLOOR PLAN FOR SIZES) FLEXIBLE CONNECTION ELECTRIC HEATING COIL, PROVIDE 36" CLEAR ACCESS PRESSURE INDEPENDENT PRIMARY AIR FLOW CONTROLLER AND DAMPER E 1 / O NO SCALE - ELECTRIC HEATINS GOI L FAN MOTOR 2) VARIABLE AIR VOLUME UNIT DETAIL WITHOUT HEATING CO IL 15 SIMILAR. VARIABLE AIR VOLUME UNIT W/ BOTTOM ACCESS PANEL FILTER FRAME BY UNIT MANUFACTURER HIGH PRESSURE FLEXIBLE DUCT (MIN. TWO DUCT DIA. OF STRAIGHT DUCT). RIGID INLET DUCT (REFER TO FLOOR PLANS FOR SIZES) - 1/1/W1r DOUBLE NYLON TIES (TYP. EACH END) INLET COLLAR CONTROLLER AND DAMPER ASSEMBLY (BY VAV UNIT MANUFACTURER UNLESS OTHERWISE NOTED) S AN FO R VARJ A L AIR VOLUME UNIT INSTALLATION TAIL. NOTES: I) DISCHARGE DUCTWORK SHALL BE SOUND LINED UP TO INGLUDINO THE FIRST ELBOW W/ I" LINING OR 10' -0 ". 4 1)07477.,, !EXPIRES DEC 2 0 2[t07 RECE E DEC 2 0 2001 PERMIT GENTEi n r DWAYNE A. MANN, ARCHITECT COI S CAPITAL Off' TE \AS HWY SUITE 2E30 AUSTIN T\ TEL: 512.ciI:.7Q FAN: 512.12.7 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE. TEXAS 76051 817-4 1114658 FAX 817 -251 -8411 12.01.01 LANDLORD RE'/151 COMMENTS 11.01.01 11.02.01 DATE M$ M,A #705 FINL (72rORE #gq() A PERMIT, L.L. REVIEW 4 BID OWNER REVIEW SOJTHC[\7E TI,J LA, AA cif, S ) ACL I55UED FOR Fin izh- Lin wDoNnStiviloailloococou Mac -Awea_ EUPIGA °ION v4