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HomeMy WebLinkAboutPermit D08-132 - WESTFIELD SOUTHCENTER MALL - TORRID - TENANT IMPROVEMENTTORRID 821 SOUTHCENTER MALL D08 -132 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.tulcwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -132 Occupant /Tenant: TORRID Building Address: 821 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 58 a m - , v 4 2Z - o``, BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 821 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: TORRID Address: 821 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: SHANNON HUNTER Address: 16435 N SCOTTSDALE RD STE 195 , SCOTTSDALE AZ 85254 Phone: 480 998 -4200 Contractor: Name: TIMBERWOLFF CONSTRUCTION INC Address: 1659 W ARROW RTE , UPLAND CA 91786 Phone: 909 949 -0380 Contractor License No: TIMBECIO21DM DESCRIPTION OF WORK: CONSTRUCTION OF NEW RETAIL MALL TYPE TENANT IMPROVEMENT INCLUDING NEW PARTITIONS, CEILING, FIXTURE, FINISHES, ETC. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citylif 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 $115,000.00 DEVELOPMENT PERMIT Fees Collected: $2,278.20 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D08 -132 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 03/08/2010 D08 -132 Printed: 06 -05 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signatur Print Name: City alTukwila • 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 Number: DO8 -132 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 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 yam' a/7 Date: 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 tl perfo pgnce of work. I am authorized to sign and obtain this development permit. b -s - -09 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 D08 -132 Printed: 06-05 -2008 Parcel No.: 6364200010 Address: 821 SOUTHCENTER MALL TUKW Suite No: Tenant: TORRID 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 132 Status: ISSUED Applied Date: 03/12/2008 Issue Date: 06/05/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -132 Printed: 06 -05 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IF'C 1011.1) doc: Cond -10/06 D08 -132 Printed: 06-05 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinter coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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 doc: Cond -10/06 D08 -132 Printed: 06-05 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -132 Printed: 06 -05 -2008 i 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond - 10/06 D08 - 132 Date: 6v / /i, A ordinances governing or local laws regulating Printed: 06-05 -2008 Site Address: Mailing Address: Contact Person: — E -Mail Address: Mailing Address. Contact Person: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tukwila.wa.us a ,ukeit4 , Ma Tenant Name: 77,0-11.4 7 Property Owners Name: G/es// , I ( - Ii»vi /40 Mailing Address: �0 / /(4164,1•10 3 and - 0, Contact Person: E -Mail Address: Contractor Registration Number: Company Name: F/sc# rr 4 i,4 c/ s. [ Sift 4A0 E -Mail Address: 3 4 1 4 r - 1 6 - 1 6 , ( 2 k Q: \Applications\Forms- Applicatmns On LineU -2006 - Permit Application.doc Revised: 9-2006 bh dh c1 /km e l Q V4- 4.6 %! Cd✓Y? Company Name: 7OY1 pek, c0157,41-- 1;5 �, - a: t)09)-1??.i. M.0 ° 014,0 .Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. . Project No. (For once use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 26 q3d y 0 3 Suite Number: 5 Floor: , New Tenant: 14 Yes ❑ .. No f -a it�n7e /', Cfr State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 5144 si00 duke ee"-- ,,/ .53:: Day Telephone: 4/ `5 yea Mailing Address: / 435 /'V SAO i.4 ) J4 /9 5- 4' 1 /41 t �5 y / City Zip E -Mail Address:�'4C Il dh, ls, J t 1 , c:OVA7 Fax Number: op - f 1 8 - -,A�3 9610 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: State City Day Telephone: Fax Number: Expiration Date: City Day Telephone: C ity Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record 98o - 998 = 40, Fax Number: yeit ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip 7 a5 - Day Telephone: O i 7- y/6 - v2883-g -- Fax Number: �/ 7— o7/ r c// Page 1 of 6 Valuation of Project (contractor's bid price): $ I /J7 atX) Scope of Work (please provide detailed information): i—tifie 401 art IWt 1 iohJ— Ale kilAi uP � relMig s, , 4 ),4 s, 42,/s es, t? • BUILDING PERMIT INFORMATION - 206 -431 -3670 Will there be new rack storage? ❑ Yes Existi g Building Valuation: $ %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 1.8 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:\ Applications \Fortes- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC _ _ Type of Occupancy per . IBC 1 Floor eV[' svo 8 to 2n Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ I /J7 atX) Scope of Work (please provide detailed information): i—tifie 401 art IWt 1 iohJ— Ale kilAi uP � relMig s, , 4 ),4 s, 42,/s es, t? • BUILDING PERMIT INFORMATION - 206 -431 -3670 Will there be new rack storage? ❑ Yes Existi g Building Valuation: $ %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 1.8 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:\ Applications \Fortes- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 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. Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 OWN - • OR AUTHO • I , ED ENT: Signature: Date Application Accepted: 0 Q: 'Applications \Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 7 Date Application Expires: Day Tele. hone: City ello,101 -999 - - od State Zip Staff Initials "1/— Page 6 of 6 Receipt No.: Initials: User ID: R08 -03401 WER 1655 Payee: BILL MOE 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: D08 -132 Address: 821 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/12/2008 Applicant: TORRID Issue Date: 06/05/2008 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5513 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 Payment Date: 09/30/2008 02:57 PM Balance: $0.00 7778 10/01 7707 07 • T �� doc: Receiot - 06 Printed: 09 -30 -2008 Receipt No.: R08 -01951 Initials: WER User ID: 1655 ACCOUNT ITEM LIST: Description Payee: TIMBERWOLFF CONSTRUCTION r1nr.: Rarpint -(1R BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2219 1,218.70 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -132 Address: 821 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/12/2008 Applicant: TORRID Issue Date: Account Code Current Pmts Payment Amount: $1,218.70 Payment Date: 06/05/2008 09:50 AM Balance: $0.00 318.50 895.70 4.50 Total: $1,218.70 3290 06/05 9711 TOTAL 1981.70 u64 Printart: 06-05 -2088 Receipt No.: R08 -00723 Payee: AAD: FITCH, INC. ACCOUNT ITEM LIST: Description BUILDING - 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 Payment Check 003180 1,059.50 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: D08 -132 Address: 821 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/12/2008 Applicant: TORRID Issue Date: Initials: JEM Payment Date: 03/12/2008 01:12 PM User ID: 1165 Balance: $1,218.70 Account Code Current Pmts 000/322.100 1,059.50 Total: $1,059.50 Payment Amount: $1,059.50 9809 03/12 9710 TOTAL. 1059.50 ,lnr. Racaint -OR Printad• 03- 12 -7f10R Proj tc - /0eV Type of Inspection: / /Nil / Address: 1 Date Called: Special Instructions: Date Wanted: U / a. Requester: Phone No: 4 .9/1194 9 k 62 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f pproved per applicable codes. ❑Corrections required prior to approval. COMMENTS: 6 1-4ziN -- /4pPeevp /11 /4 - C l erri4 i 0 /tr J IN +e'' c, f7/P /e 40)PRAA "/ Insp tor: Date: @AA I / ini, 60.00 REINSPECTIO -F: CREI1 RED. Prior to inspection, fee must be aid at 6300 Sout ` nter Blvd., Suite 100. Call to schedule reinspection. Re'eipt No.: Date: COMMENTS: ( (3 2 rJL A . SeI (. aiJd?. ( t',1Y tc``t h)t 3 r INN PI - Pi, r. VLio 1 :mss - OW e Sf11i,it.1V_ ..tafx r ( 2 tic ) A S f .t( nJ e e_. ._ t r At tn Ar 35' To4 t ' 3 , taKt t �. 4 `, 0 •TU r C_ t c.„W s' - ,3 )O6.1- Aec .e.S.SlYe CjA /IC e 1,,, o, i- ves,..., r J 1 S J ,4 P 4 e. : �t d` A' C ! (2.51 � a J .A., ° 661, 1 U T"'r c' ., , n) _ ✓J t.. . ^ I D J kt - e, A cy �t i.. , �' � may- � �� �-' 1 1. t 10 i a C�.L J� . - a �csso- �t it of r rt , )AJ Pal Si- J4 e SL 4^'` kw n Project: - Type of Inspecti n: b . ‘ p_ - Add Z t - C Date Called: Special Instructions: �+ 07 1 &� -+ 3 ;11 v Date Wanted: ()� p.m. Requester: Phone No -`I'l - (0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. i)og -03Z PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: C A Date: 1 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd!,, Suite 100: to schedule reinspection. Receipt No.: Date: ie Project: Type of Inspection: 41 1 /fie rile" I j / .ell ./ ,?,Li,s-g Add ss: 4� . .J " Date Called: Special Instructions: Date Wanted: /rd ' / -17 fin{ Requester: \--... A .A.....c,i C Phone No: , Z62 2 ^4' CO ENTS: r ) ) ri. , fi ,4 ,rrid - e i I p„„a.• 4/ year ' f'LJ 41 1 /fie rile" I j / .ell ./ ,?,Li,s-g 1 \--... A .A.....c,i C INSPECTION RECORD Retain a copy with permit INSPECQION NO. CITY O ! ! F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 II Approved per applicable codes. Ei Corrections required prior to approval. 6 / r Q/00 REINSPECTION FEE OUIR . Prior to inspection, fee must be at at 6300 Southcenter Bly ., Suite 100. Call to schedule reinspection. Rec ipt No:: 'Date: • Project: �To,rr1 Type of Inspection: SnS isFk1t Date Called: .11, Add ess: Special Instructions: Date Wanted: 9-2:3_ Dom, a.m. Requester: Phone No: 2-6Pz JR I Li _ co y INSPECTION NO. XI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 17053 - 37 PERMIT NO. (206)431 -36 El Corrections required prior to approval. COMMENTS: 60 00 REINSPECTION FEE R SQUIRED. Pr' r to inspection, fee must be ai, at 6300 Southcenter Blvd Suite 100. all to schedule reinspection. Rec_ibt No.: 'Date: COMMENTS: Type of Inspection: n L , cA-1 • /S ! � JAI) Special Instructions: 1 .% Date Wanted: -� `m -7' �' � U P.m. Requester: I A R - iQ l/ 4 1 c-- I LX G" A- •-•°. - --A- , .. e ,i ‘ ) AA . vL X cp\I iJ c. ) i-- Ap II Project: ■ 1 , O Type of Inspection: n L , cA-1 • /S Address: `C � � / 82_) Date Called: Special Instructions: 1 .% Date Wanted: -� `m -7' �' � U P.m. Requester: Phone No: INSPECTION RECORD 0 Retain a copy with permit 6" ( ? � INSPECT! • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. U Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: 7 Type of Inspection: a iv- a_ obt. • . Address: (errif.c,A4 4.41. Date Called: Special Instructions: Date Wanted: a .: Requester: Phone No: Co Z— 1(4 _ t.evs3 y COMI ENTS: . ,. %)s, .. + ,rc rr S I . , • . . 0,/ r. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. " El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: - ,,> Sprinklers: Type of Inspection: L� • N!' Address: 02, i 5,c. Suite #: / . 4 fon cePerson: - , Special Instructions: Pre-Fire: Phone No.: Needs Shift Inspection: • Sprinklers: Fire Alarm: Hood & D uct: • Monitor: Pre-Fire: • Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: k t`T d 1-- ti . I Date: 14 00' Hrs.: $ =`0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call t� schedule a reinspection. • Word /Inspection Record Form.Doc .1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: .., Type of Inspection: r IV m E..: eil Address: % 2 / S, e M4 Suite #: • Contact l Person: k g M ‘ . az- 0 men— — OM.. , , Phone No.: 2 -67 - if g- .1161 Pre-Fire: • Permits: — t - 14 i,72- \ Iv .ei-r J6 10#7 i 0 0 45 IC 4 — t).- '1 7iii 7 re-- . —17 ----'Arn. •• • , , -.- ...;-_ • 1-rpc a 'PIO iNa. 1JAiG/4i/r Athi,.‘: 0/1/46-. X . 3Pa iN4A-.12. - Project: - Tig i o f b . Sprinklers: .., Type of Inspection: r IV m E..: eil Address: % 2 / S, e M4 Suite #: • Contact l Person: k g M ‘ . az- 0 Special Instructions: Phone No.: 2 -67 - if g- .1161 Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pre-Fire: • Permits: Occupancy Type: : • _ ' • • Jr INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 981 INSPECTION RECORD Retain a copy with permit PERMIT ERS -4/ CITY OF TUKWILA F, RE DEPARTMENT 206-575-4407 17 Approved per applicable codes. Corrections required prior to approval. Date: We; / Hrs.: diA/5iz El s� .00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department Call to schedule a reinspection. Word/Inspection Record Folirm:Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Address: 41,1 1 C M Suite #: .. • Special Instructions: Phone o.: Monitor: - Pre-Fire: Permits: Occupancy Type: ..• at - lb !}I 2 Li P 11 / ,So . C o%Jl- ."1 14R..oIP CA- 11...i$t fr A A r 9 l r Project: - : ti 0 Type of Inspection: Address: 41,1 1 C M Suite #: .. Contact Person: C4. v.*J J Special Instructions: Phone o.: Needs Shift In spection: 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 —1 per applicable codes. Word /Inspection Record For m .Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 I I Corrections required prior to approval. Inspector: I Date: 9 jo' . . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call'to schedule a reinspection. T.F.D. Form F.P. 113 • in (V EXIST. DEMISIN6 STUDS BY LL W/ NEW 5 /6" TYPE 'X' 6YP. BD FROM PLR. TO DECK ABOVE BY TENANT 6.0. TAPE 4 SEAL FOR I -HR FIRE RATIN6 AS REQ. PREPARE SURFACE ON TENANTS SIDE POR FINISH AS SPECIFIED BY TENANT 6.C., ADJACENT TENANT ct- if N i // 47). 4 0 S c RE IVED CITY OF TUKWILA SEP 2 9 ?008 PERMIT CENTER FILE COPY m 1ST-- Permit Nos 12 R l9r review approval is subject to error and om!ssions. Approval of construction documents does not authorize the violation of any auo ed code or ance. Re^g pt ?l-:VISION n NEW H.G. TOILET ROOMS W/ H.G. F IXTURES rn�rii�ll IL.� STOCK ROOM TOP OP LOW WALL TO BE A.P.P. NEW ELECTRICAL EQUIPMENT - 1HALLWAY NEW SERVICE DOOR IF.R.2 F.R.1 S' -4" ALCOVE NEW SERVIGE SINK BY TENANT 6.C NEW H.G. DRINKIN6 FOUNTAIN BY TENANT 6.C. SURFACE MOUNTED WALL STANDARDS AND BRACKETS. SEE INTERIOR ELEVATIONS FLOOR PLAN ILLUMINATED EXIT SI6N ABOVE. SEE SHEET EQ. LINE OF ARCHED ARGHI TECTURAL HEADER ABOVE BUILDING IN D SION E FACE -Olt CORRIDOR STANDAR WA CO (TYPJ ':�� A5 � PROVED (IE a PDT- Project Info Project Address ToRRID Date 3/19/2008 1(2 wesaasezn sovriCSNTSR MALL For Building Department Use TURNILLA. NA 98180 Applicant Name: Dos PENN commmLTIs° MINDER Applicant Address: 635 NSSTPORT parer, sTR 300 ORADBVINB. Tx. 76031 Applicant Phone: 817 410 -2058 Project Summary PRJ -SUM 2008 Washington State Nmrea denUal Energy Code Compfenee Forms . 2006 Washington State Nonresidential Energ Code Com • Rance Form r• F1 C r , F AY r q Re taed Ady 2007 r7'n INCOMP ETE LTR# I R T EVE® MAR 2 0 2008 to8 132- PERMi r CENTER Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Fitting Rooms T- Downlight 8 32.0 256.0 Sales D -Wall washer trackhead 45 70.0 3150.0 Sales R -Track head 33 45.0 1485.0 Display Window R -Track head 11 148.0 • 118.4 Fitting Rooms P -Wall sconce 8 35.0 280.0 Stockroom H- Flour. Strip 3 64.0 192.0 Restroon H- Flour. Strip 1 64.0 64.0 Sales A- Downlight 16 75.0 1200.0 Display Window B- Recessed Incandescent 2 Sales R- Downlight 5 50.0 250.0 Sales P- Chandelier 1 200.0 200.0 Bales 0- Pendant 1 40.0 40.0 Bales Q-Pendant 2 25.0 50.0 Display Window A- Downlight 3 Pitting Roome Tl- Downlight 5 42.0 210.0 Corridor A- Downlight 1 75.0 75.0 Corridor H- Flour. Strip 1 64.0 64.0 Project Info Project Address 'gym Date 3/19/2008 SW waelassess sovrscarrss mara, For Building Department Use TUAWILLA, NA 98199 Applicant Name: DON PENN CONSULTING HHDINRSR Applicant Address: 614 WESTPORT PKWY, STB 300 GRAPEY/HE, TX. 76041 Applicant Phone: 017 -410 -2058 Project Description 1st Floor 0 New Building ❑ Addition ❑ Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Ughting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 12 Less than 60% of the fixtures new, installed wattage not Increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 •• Area in ft Allowed x Area let Floor Bales Area 1.50 2151.0 3226.5 1st Floor Stockroom 0.50 201.0 100.5 let Floor Display lighting 1.50 2789.0 4183.5 1st Floor Rsstoom /corridor 0.80 148.0 • 118.4 2008 Washington State Nonresidential Energy Code Corr .Hance Form Interior Lighting Summary LTG -INT 2006 WasNngten Slate Nonresldenllal Energy Code Comp/lanes Forms Maximum Allowed Lighting Wattage rom Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Revised July 2007 Total Allowed Wattsl 7628.9 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (If Included). For track lighting, list the length of the track (In feet) In addition to the fixture, lamp, and ballast Information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the tamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. list all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 7516.0 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington State Nonresidential Energy Code Compliance Fors Redsed July 2007 Project Address coin 'Date 3/19/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements In the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) ( Code I Section I Component 'Information Required I Location on Plans l I Buildin g Department Notes LIGHTING C ONTROLS (Section 1513) yes 1513.1 Local controUaccess Schedule with type, indicate locations sa yes 1513.2 Area controls Maximum limit per switch H3 n.a. 1513.3 Daylight zone control Schedule with type and features, Indicate locations n. a. vertical glazing Indicate vertical glazing on plans :i.e. overhead glazing indicate overhead glazing on plans ye s 1513.4 Display /exhlb/special Indicate separate controls S3 1513.5 Exterior shut -off Schedule with type and features, indicate location a.a. (a) timer w/backup Indicate location f a • a. (b) photocell. Indicate location , I 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations e.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability) Indicate size of zone on plans . 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 Max. watts Indicate watts for each exit sign I r I LIGHTING POWER ALLOWANCE (Section 1530 -1532 yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 83 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types. lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 132 ' TRANSFORMERS (Section 1540) n.a. I 1540 Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: Project Info Project Address ToRAID Date 3/19/2008 $24 letIMPILIBOD sovssc trsz: NAM For Building Department Use TVrtJRLLA, WA 98188 Appfcant Name: on MIN da o /woman Applicant Address: 635 NESTPORT PM, sTE 300 GRAPEVINE, TX. 96051 Applicant Phone: 817 -410 -2858 2008 wasInpton Slate Nonresidential Energy Code Compliance Forma 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM I EXPIRES DEC 2 0 2009 .I NCOMPLETE TR # �_ Rerlsed July 2007 PLE C =�y P `ojjt No. .aa.ceaov.mlno REVIEWED F I R CODE COMPLIANCE APPROVED MAR 2 8 2000 Ci j Of Tokyo, BUILDIN' + t R` F.IVED MAR 2 0 2008 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SPA HP/BHP Flow Control Location of Service Location RTV -1 TRANS T8C102 105000 3400 700 10.30 11.80 PLENON 917 -410 -2858 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTV -1 TRANS T8C102 105000 3400 700 10.30 11.80 PLENON 917 -410 -2858 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capaclty Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' PLENmr RTO -1 TRANS TSC102 61434 3400 700 635 WESTPORT PENY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 917 -410 -2858 Project Info Project Address TORRID Date 3/19/2008 0 Z anaeP LD Bo17PHCElcne MALL For Building Dept. Use TOXNILLA, WA 98188 Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PENY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 917 -410 -2858 Mechanical Summary MECH -SUM 2008 WasMngton State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 'If available. 2 As tested accord ng to Table 14-1A through 14-1G. s If required. 4 COP, HSPF Combustion Efficiency, or AFUE. as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Open Motors - Closed Motors 3,600 I 1,800 I 1,200 3,600 1 1,800 I 1,200 Efficiency (%) Efficiency (%) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 B4.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5. 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 924 924 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 924 93.0 93.0 92.4 93.0 93.0 no 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 936 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2008 Washington Stale Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 20 10 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin• ton State Nonresidential Ene Code Com r Hence Form TORRID Type (open /closed) closed closed closed Description of Application or Use Date Synch. Speed 1.200 1.200 1200 3/19/2008 For Building Department Use Revised July 2007 MIn.Nom. Full load Efficiency 87.5% 87.5% 87.5% Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already Included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (I.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. Usting for the equipment is with a less - efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Permit; Plans Checklist MECH -CHK 2006 Washington State Nonres dentlsl Energy Code Compliance Fortin Revised July 2007 Project Address TORRID (Dat 3/19/2008 The following Information Is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section i Component Information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elect htg.& clg. List heat pumps on schedule M2 n. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency A.A. 1411.1 Combustion htg. indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans ml n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum n. a . 1412.3 Humidity control Indicate humidistat n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage Ml a. a. 1412.4.2 Optimum Start Indicate optimum start controls n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.e. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M2 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat Interlock Indicate thermostat Interlock on plans n.a. 1423 Economizers Equipment schedule • 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate cig load & water econoe & cig tower performance n. a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M2 yes 1415.1 Piping insulation Indicate R -value of Insulation on piping N7 1416 Completion Requirements yea 1416.2.1 Commissioning Provide commissioning plan M2 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M2 n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report A.A. 1434 Separate air sys. Indicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Summary Form linput/output, efficiency, cfm, hp, economizer -. VT. - • 4. 1 .11g • a• • - e• ec ons ..,_ • -t• 1440 Service water htg. 0.21. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut-off controls Indicate automatic shut-off yea 1443 Pipe insulation Indicate R -value of insulation on piping P2. n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 yes 1452 Heater Efficiency Indicate pool heater efficiency n. a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n. e. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form March 19, 2008 Shannon Hunter 16435 N Scottsdale Rd, Ste 195 Scottsdale AZ 85254 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -132 Torrid — 821 Southcenter Mall Dear Mr. Hunter, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 12, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Provide current 2006 WSEC Compliance Form. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, J nn er Ma shall P t Coordinator Enclosures File: D08 -132 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008\D08 -132 Incomplete Ltr #1.DOC jem • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 This condition is hereby acknowledged by: Title': Tenant Name: Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. VV U'1 7/2- is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. APP l o 00a s 7 1'L r I ►-G RECia:ED CITY OF TUKWILA MAR 12 2008 PERMIT CENTER 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. ACTIVITY NUMBER: D08 -132 DATE: 09 -29 -08 PROJECT NAME: TORRID SITE ADDRESS: 821 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPPART�MENT Bu Div!s on Public Works Complete Comments: • PERMIT COORD COPYi PLAN REVIEW/ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved " J Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 50 q41 Fire Prevention 11 Planning Division n Permit Coordinator DUE DATE: 09-30-08 Not Applicable n No further Review Required DATE: DUE DATE: 10-28-08 Not Approved (attach comments) n DATE: n u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -132 DATE: 03 -20 -08 PROJECT NAME: TORRID SITE ADDRESS: 821 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: V � r islon Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Prevention Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 03-25-08 Not Applicable u r$1 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review Required DUE DATE: 04 -22 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -132 DATE: 03 -13 -08 PROJECT NAME: TORRID SITE ADDRESS: 821 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DE THE ITS: Building Divisi g j ulic Wo\ Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Al" 3 'off ik Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thu s.) DUE DATE: 03-18-08 Complete ❑ Incomplete Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 111/4 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required DATE: DUE DATE: 04-15-08 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: P�1n m1A Arita Planning Division Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT ALS i 0 i ?A k cvv■- S ummary of Revision: ri W�[ W P .0 (�YVI � Received by: i3 ,aWa'P 43% 1 / A . REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: TOIL, SITE ADDRESS: SC MAIL - REVISION LOG • PERMIT NO: ORIGINAL ISSUE DATE: d[O,G1 (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7` 29 -ds Plan ChecWPermit Number: D j 3 Z_- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: r Project Address: S ( 5c, ca Cie-0 Mot I Contact Person: , / ( )4e, Phone Number: Z(Z - t I L - ' 9 6 41 Summary of Revision: ( -1't cit v�c e__ 14 l f � f 2-Q 0 ril�'1 o r-r ; d CJ`" -J Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on pR17- 1 1I) lspplicationslforms- applications on linelrevision submittal Created: 8 -13 -2004 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: ht / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Cl- -'F CA SEP 2 9 2008 PERMITcantA • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: [Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T� Project Address: 22./ /72,44 e � 7' WA- � ' f/ Contact Person: Phone Number: 4 - `19k - 442404 Summary of Revision: £e k'4 -3414 . lapplicationefotms- applications on linerevision submittal Created: 8 -13 -2004 Device* Entered in Permits Plus on Z. e 29 - .5)4L-&- Steven M. Mullet, Mayor Steve Lancaster, Director CM OF TUKWtt A MAR 2 0 2008 PERMIT CElu LJ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 I °, Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 lig King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type (.12 3 oli c,.e.rkt . a..t [ sp tcd Property Street Address [a i3O - 6 J St City State ZIP O i- dc( Cr y,i^ Owner's Name Subdivision Name Subdiv. # Block y # Building Name GO r tei Sof. i�- eiiir' K-ze� 1 (if applicable) ( 3W ) 91K - Owner's Phone Number (with Area Code) ( 3(O ) sctel 3 -41 le Property Contact Phone Number (with Area Code) Owner's Mailing Address Iti3Ol (N -T ©4+ 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 1058 (Rev. 9/07) Sash rn nzv Total Fixture Units Lot # RCE Property Tax ID # 1 Party to be Billed (if different from owner) �Y T€ C- ei 4 Teri" el q `�5 � 31- / � S . �t ter_ A eh u. e, 6 i? f ,i 6 11 . - g City or Sewer District T u k ' ) 4 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 ❑ 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 / I N 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) CITY OF TU A MAR 12 2008 B PERMIT CENTER C 0 ; RCE White - Kino County Yellow - Local Sewer Aaencv Pink - Sewer Customer 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 oharge 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 any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative 1t�1r Date - 0 Print Name of Owner /Representative Sk -" "I? 441-ter • • Business Declaration Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: o4 Dp' Contact person at your company: Title: f7 ro ^ec I /114 170 Telephone: 26. - 37 7‘A=)--- Mailing address: / f S' e, S4'rr -7 tilae e f Ot lb ale 9/ 7 / $ Type of business (What does your firm manufacture or produce ?): C/Og ,‘,, Number of business sites: i Address of each business site No. of employees at site: 1. 433 m G K 4.4 /L,r2/ ee fk syd 3 al 4 14 2. w k.,, 4 , 4.1 8� 3. Use additional sheets if necessary. Part Ii Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 40077 R2 �►8a��9� yen • 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or leaning floors in • • • uction areas? Q Yes ❑ No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? Q No RE EVE D CITY OF TUKWILA MAR 12 2008 PERMIT CENTER vot I Q Yes El Yes \ l� No If yes, are they for resal El Yes CI No /0/ 4. Does your company use solvents or flammable substances? 01 Yes Q No If yes, do you recycle them? C71 No 5. Does your company process food or animal matter? 01 Yes CI No Q Less than 5,000 gallons 0 5,000 - 25,000 gallons • More than 25,000 gallons / 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? Q Ye 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remedia ion? Q Yes 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,eq ' • • • nt- washing and drum - cleaning? Q Yes 9. How many ga I ons of industrial wastewater does your company discharge each day? (check one) BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE. WA POSTAGE WILL BE PAID BY ADDRESSEE Thank you *mETno INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 11111111111111111111111111111111 11111111111111111111 NO POSTAGE NECESSARY IF MAILED IN THE UNITED' STATES License Information License TIMBECIO21DM Licensee Name TIMBERWOLFF CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601859639 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 1659 W ARROW RTE Address 2 City UPLAND County OUT OF STATE State CA Zip 91786 Phone 9099490380 Status ACTIVE Specialty l GENERAL Specialty 2 UNUSED Effective Date 3/14/1998 Expiration Date 3/8/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WOLFF, MICHAEL EDWARD PRESIDENT 03/14/1998 WOLFF, MONIQUE M SECRETARY 03/14/1998 WOLFF, GLADYS VICE PRESIDENT 03/14/1998 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired • Bond Received Page 1 of 2 https: / /fortress.wa.gov /lni/bbip /printer. aspx ?License= TIMBECIO21 DM 06/05/2008 P'RC TOT, •PIE' 'RENDERING . - ACTUAL STORE MAY VARY KEY PLAN WESTFIELD SOUTHCENTER MALL SEAM LEVELS sax 1NESTFIELD SOUTHCENTER MALL (LEVEL 1 OF 2) PROJECT LOCATION VICINITY MAP TUKWILLA, WASHINGTON -P. NORDSTROM MAEE LEVn'.,LS te r, !6'164 SPACE # 540 macy FOUR LEVas NZ l mervyixs JCPenney 1HR n..e�e. Dl Al A2 A3 A3A A4 A5 A5A A6 A7 A8 TITLE SHEET DEMOLITION PLAN FLOOR PLAN REFLECTED CEILING PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS FINISH AND RESPONSIBILITY SCHEDULE STOREFRONT ELEVATION AND ENLARGED STOREFRONT PLAN STOREFRONT SECTIONS FIXTURE / FLOOR FINISH PLAN SECTIONS AND DETAILS SECTIONS AND DETAILS MECHANICAL PLAN INDEX OF DRAWINGS MECHANICAL NOTES AND SPECIFICATIONS PLUMBING PLAN, NOTES AND DETAILS 1. PROJECT NAME: 2. PROJECT DESCRIPTION: 3. PROJECT LOCATION: TORRID CLOTHING SALES (RETAIL) ALTERNATIVE SIZES WESTFIELD SOUTHCENTER MALL 633 SOUTHCENTER MALL SPACE NO. 540 TUKWILA, WASHINGTON 98188 4. TENANT: HOT TOPIC dba TORRID 18305 E. SAN JOSE AVENUE CITY OF INDUSTRY, CALIFORNIA 91748 (626) 839 -4682 BRANDON SANCHEZ bsanchez'hottopic.com S. LANDLORD: WESTFIELD CORPORATION 11601 WILSHIRE BOULEVARD — 11TH FLOOR LOS ANGELES, CALIFORNIA 90025 PROJECT MANAGER: JOSH KIMMEL PHONE: (310) 893 -4761 6. TENANT'S ARCHITECT:.._ AAD:fItch dba FITCH 16435 NORTH SCOTTSDALE ROAD, SUITE #195 SCOTTSDALE, ARIZONA 85254 CONTACT: RON HEDLUND PHONE: (480) 998 -4200 FAX: (480) 998 -7223 E —MAIL: ron.hedlund©fitch.com ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. 7. GOVERNING CODES: 8. CONSTRUCTION TYPE 9. OCCUPANCY: 10. GROSS LEASED PREMISES: 11. OCCUPANT LOAD: 12. EXIT REQUIREMENTS: . 13. EXIT ILLUMINATION: 14. MUNICIPAL REVIEW: 15. MISCELLANEOUS NOTES: PROJECT DATA BUILDING: MECHANICAL: PLUMBING: ELECTRICAL: ENERGY: FIRE: HANDICAP: 2 —B M (MERCANTILE) 2,500 SQ. FT. TOTAL NUMBER OF OCCUPANTS PUBLIC AREA: NON PUBLIC AREA: TWO (2) EXITS REQ., TWO (2) EMERGENCY EXIT ILLUMINATION S 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2005 NATIONAL ELECTRIC CODE WASHINGTON ENERGY CODE 2006 INTERNATIONAL FIRE CODE CURRENT ADA WESTFIELD U HCE TER MALL Alan review approval Is subject to errors and omIssions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved nem Copy and conditions is adnotv1eted TUKWILLA, WASHINGTON 98188 BY C )/th Date: (5/5 t c Emoithr, DrnsioN SEPARATE PERMIT AND APPROVAL RE eUIRED — 58 TOTAL NUMBER OF EMPLOYEES AT ONE TIME 3 1,653 S.F. - 30 = 56 372 S.F. ± 300 — 2 EXITS PROVIDED SHALL BE PROVIDED AS SHOWN ON SHEET E2. CITY OF TUKWILA BUILDING DEPARTMENT 6300 SOUTHCENTER BOULEVARD, SUITE #100 TUKWILA, WASHINGTON 98188 CONTACT: ALAN JOHANNESSEN PHONE: (206) 431 -3670 TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. 16. FIRE SPRINKLERS: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS IN CEILING TILES TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA. NOTE: FIRE SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS AND CALCULATIONS SHALL BE SUBMITTED BY THE LICENSED FIRE SPRINKLER CONTRACTOR TO THE GOVERNING MUNICIPALITY FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. - .. -4.-4 ,bi 4.11 en AL,1 , ' , -d ro r [tb icts.'; k S.d:aaltL.c 60. ic 9•.r.. rJ.. - ..♦ ,wtd'.[1:.-.f.• -', .:x12::1%', - te .ray..4. .c -. 0r t.::•: - — ,,,d.1.3::.:."eut re 1.. ;1 . e.:yrnr.mnSi- t.•Iw.Z , -•cr.r.. ,v e-rnr.cr..,. 633 SOUT CENTER MALL SPACE NO. 540 "PLAY NETWORK, INC" 8727 N. 148th. AVE. N.E. REDMOND, CA 98052 ERIN REINHARDT ereinhardt©playnetwork.com (425)497 --8100 (425)425 -8181 ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL SCHEDULES, DIAGRAMS AND NOTES TORRID'S VENDORS "MIDWEST LIGHTING" 5250 HOLLYWOOD BOULEVARD LOS ANGELES, CA 90027 MR. JOHN CONDON johnc@midwestlighting.com (323)957 -6012 (323)463 -3441 �$ �jw:,._Esix - r.: rurova, �rxr�. s•* ��y�r „;�'Y::�nt^a:m:anra�¢:P::. ,LI-ARATE PERMIT 1 I REQUIRED FOR: # /Mechanical (Electrical lumbing Gas Piping _:ity of Tukwila -ti;._Uli• G DIVISION EVE :. COD, MK r r �� FILE COP Permit No. *tip r'•:^ ?3%Y F • r . R , : --, CITY :;F T U?SvviLA MAR 12 2008 PERMIT CEN 1:111' ten.. v' pmconta REVISIONS No chap ges shall be made to thy+ Srrmnr of work without prior approval „A Tukwila Building Division "COTE: Revisions will require a new roan ir,►,• +: and may include additional ')Ian 37- 5065 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work” under sec. 102 of the copyright act. 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: DRAWN BY: CO ao at C a� 6 'p c .,c w MUM ilso sly •C o ' w m u'l ■ 4 4 V ea 1 �■r.lr ire DATE: March 10th, 2008 SHEET: NONE R.I-f. PROJECT No.: TRD -Q 1 -03Q • R 10 . 08 T E 0 I of 18 MALL STORAGE yy;Fyc s ¢; :e,lj i? ate; .., 9C :'�, ' �.. �.«.� ai •. •kip ' �. 1 - - -I IC a �-I1 r r l I I i r 1 I I -I r r \ II \ II ,\� II `N. II II s. II -1 7Mia a'INES L' -117 h P ;S�SIi+' iO ?� c "', '" F$";' lj a +�"'�`c� +: r'C•i METAL DECK AT 21'_6" WE, DEMOLITION PLAN LINE OF 10' X 22" BARRICADE ARTWORK SUPPLIED SY TORRID AND INSTALLED BY TORRID'S G.G.. CORRIDOR ;b �. r - nom ... .37 i."RSRl'ii"w _ + Mig.7z LISMIW5YPT. m-vd. BARRICADE NOTE THE TENANT G.0 SHALL CONTACT THE MALL OPERATIONS MANAGER AND CONFIRM REQUIREMENTS FOR THE STOREFRONT CONSTRUCTION BARRICADE AND PROVIDE ACCORDINGLY. WIDTH VARIES PER STORE BARRICADE GRAPHICS - SCHEMATIC ADJACENT TENANT NOTE: • CONSTRUCTION SITE IS TO BE NON - SMOKING. tib . 4717 CONSTRUCTION BARRICADE AND 7 ,- ------- DOOR(S). VERIFY DETAILS WITH LANDLORD OR CENTER MANAGEMENT. i EQUAL C orning Soon For employment opportunities, call 1- 866 -1364 -0823 or email us atljobs @torrid.com EQUAL SCALE: 1/4" = I' -O" 100' -a" - LEASED DIMENSION GENERAL NOTES A. REFER TO TENANT MANUAL FOR DEMOLITION PROCEDURES AND COORDINATE ALL DEMOLITION WORK WITH MALL MANAGEMENT. B. WHEN EXISTING MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES AND /OR EQUIPMENT ARE TO BE REMOVED, THEY ARE TO BE DISCONNECTED AT THE SOURCE, UNLESS NOTED OR DIRECTED OTHERWISE. COORDINATE ALL. WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS. G. ALL MECHANICAL, ELECTRICAL AND PLUMBING FIXTURE, EQUIPMENT AND /OR DEYIGED IN WORKING AND IN SATISFACTORY CONDITION TO REMAIN AND RE -USED AS NOTED PER PLANS. WHEN SPECIFIED TO BE SALVAGED OR RECONDITIONED FOR RE -USE, THESE ITEMS ARE TO BE INSPECTED BY A QUALIFIED TECHNICIAN OR TRADESPERSON AND SHALL ADVISE OWNER OF VIABILITY OF ITEM(S) FOR RE -USE, COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS. O. DEMOLITION CONTRACTOR 15 RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WORK WITH PLANS PRIOR TO COMMENCEMENT OF ANY WORK. ALSO, DEMOLITION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR, MALL MANAGEMENT, AND ANY OTHER CONCRENED PARTIES. E. ALL EXISTING DUCTWORK TO BE REMOVED UNLESS INDICATED ON MECHANICAL PLANS. ALL ABANDONED HVAC EQUIPMENT AND DUCTWORK SHALL BE REMOVED UPON DISCOVERY. F. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL, TELEPHONE OUTLETS, AND ALL ASSOCIATED WIRES IN WALLS TO BE REMOVED AND TERMINATE AT THE LAST OUTLET THAT REMAINS IN SERVICE. G. ALL EMPTY OR ABANDONED CONDUIT AND JUNCTION BOXES TO BE REMOVED. H. REMOVAL AND GAPPING OF PLUMBING FIXTURES TO BE COORDINATED PER PLAN AND WITH GENERAL CONTRACTOR TO MAINTAIN REQUIRED MINIMUM USAGE DURING CONSTRUCTION (WHEN APPL I GABLE) I. DEMOLITION CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR COVERINGS AND /OR FINISHES, UNDERLAYMENT, GLUE AND ANY OTHER ADHESIVE; AND, SHALL PREPARE THE FLOOR FOR THE NEW FLOOR FINISH(ES) OR COVERINGS AS SPECIFIED BY THE MANUFACTURER. .I. ALL FIRE - PROOFING AT STRUCTURAL ELEMENTS SHALL REMAIN, UNLESS NOTED OTHERWISE. ANY PIKE- PROOFING REMOVED AND /OR DAMAGED DURING THE COURSE OF DEMOLITION SHALL BE REPLACED WITH THE SAME MATERIALS AND RATING AS THAT WHICH WAS REMOVED AT THE CONTRACTOR'S EXPENSE. K. ALL ABANDONED UTILITIES ARE TO BE REMOVED AS DIRECTED BY LANDLORD OR AS SPECIFIED BY MALL MANAGEMENT. COORDINATE WITH MALL MANAGEMENT OR LANDLORD AS NECESSARY. NOTE: G.G. TO VISIT SITE PRIOR TO SUBMITTING BIDS. utii �� - = k•ienn�t a ah : Mme xz�rsen,= x.t _ ADJACENT TENANT KEYED DEMOLITION NOTES 0 EXISTING NEUTRAL PIER TO REMAIN. 0 EXISTING DEMISING WALL TO REMAIN. O REMOVE EXISTING INTERIOR WALL FINISHES DOWN TO ORIGINAL DRYWALL SURFACE OF DEMISING WALL. EG. PANELING, WALLCOVERING, SLATWALL, FURRING ETC. 10 EXISTING TENANT STOREFRONT SYSTEM INCLUDING ROLLING - GRILLE, ENTRYWAY, SOFFITS, GLASS, ETC. TO BE REMOVED. MALL BULKHEAD AND OTHER MALL STRUCTURE FEATURES TO REMAIN AND BE PROTECTED DURING DEMOLITION. O REMOVE EXISTING FLOORING MATERIALS FROM EXISTING CONCRETE SLAB, EG: TILE, CARPET, TACK STRIP, ETC. SCRAPE AND OR GRIND SLAB TO A SMOOTH FINISH READY TO RECEIVE NEW FLOOR FINISHES AS DESCRIBED IN THESE PLANS. (6) REMOVE EXISTING CEILING IN ITS ENTIRETY, REMOVE ALL MEMBERS FROM PREVIOUS STRUCTURES ABOVE CEILING AREA (E.G. OLD BRACING, TIE WIRES, OLD CONDUITS, ETC). O NEW DEMISING WALL BY LANDLORD. MAY OR MAY NOT EXIST AT TIME OF DEMOLITION. VERIFY IN FIELD. Sa EXISTING NON SEARING INTERIOR PARTITION TO BE REMOVED IN ITS ENTIRETY O EXISTING STRUCTURAL COLUMN REMOVE ANY EXISTING FURRING ON TENANTS SIDE. VERIFY EXACT DETAILS IN FIELD. O EXISTING PREVIOUS TENENT'S DUCTWORK ABOVE TO BE REMOVED IN ITS ENTIRETY. (ALL MAY NOT BE SHOWN, VERIFY IN FIELD) II REMOVE ANY EXISTING OVER HEAD CONSTRUCTION SUCH AS SOFFITS, ETC. IN THEIR ENTIRETY. ALL MAY NOT BE SHOWN ON THIS PLAN. 12 REMOVE ANY EXISTING FIXTURES / FURNISHINGS FROM PREVIOUS TENENT. ALL MAY NOT BE SHOWN ON THIS PLAN. O EXISTING 3" SPRINKLER MAIN AT I2' -S" A.F.F TO REMAIN. SEE SHEET MI. O EXISTING MALL DUCT AT 14' -4" A.F.F TO REMAIN. SEE SHEET MI. O EXISTING 6" SPRINKLER MAIN AT 12' -oi" APP TO REMAIN. SEE SHEET MI. O EXISTING TENANT GASH /WRAP AND FIXTURES TO BE REMOVED. O EXISTING I" WATER LINE AT 13' -'7" A.F.F TO REMAIN. SEE SHEET MI. O EXISTING I" WATER LINE AT 13' -3" A.F.F TO REMAIN. SEE SHEET MI. O PORTION OF DEMISING WALL TO BE REMOVED TO S' -O" A.F.P. FOR NEW SERVICE DOOR AND VESTIBULE. SEE SHEET Al. 4' -O" — I�— + — I I I LI - 1_ SCALE: I/4" = l' -0" 2' -0" I II Irk 11 II II OLD LOCATION RELOCATION OF FIRE CABINET BY LANDLORD - LEASE LINE MALL RELOCATION OF NETRAL PIER BY LANDLORD OLD LOCATION CITY i..ir MAR 12 2008 PERT 6T CENTER ' 1L..' 6-'i�r F O CODE COMPLIANCE i APPROV fi r' uPR` nil City Of Tukwila z z nIka EOM PlA r COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subjecf to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. T w IMO 0 fth I_ SCALE: DRAWN BY: PROJECT No.: 5065 co co U, at — C 03 0 2 11 GP a = IA � � V Z � � tait ;owe men el" V1 2 0 w DATE' March 10th, 2008 SHEET: 1/4" = R.H. MR 14 tin at - co 0 cr d m 11] co O c o tn N Ct E co u a cu en m c WI N I+ a s d 2 a t7 • "a + O a TO E 1 D1 TR1P- O1 -03G1 2 of IS KEY SYM. DESCRIPTION TOP BOT. 0 FURRING WALL: 3 -5/8" X METAL. STUDS (IGBO ER# 445) ® 16" W/ 5/8" TYPE "X" GYP BD ONE SIDE TO 6" ABOVE HIGHEST ADJ CEILING. PREPARE POR FINISH PER THE INTERIOR ELEVATIONS to a Al 51M. 0 INTERIOR PARTITION TO DECK: 3 -5/8" X 2Oga. METAL 5TUDS (IGBO lrs443) @ 16" O.G. TO UNDERSIDE OF STRL)cTURE ABV. hl/ 5/8" TYPE "X" 6° ABOVE H1GHL:S• ADJ CEILING. GYP BD BOTH SIDES TO PREPARE POR FINISH PER THE INTERIOR ELEVATIONS. 6 a 0 TYPICAL INTERIOR PARTITION: 3 -5/S" OR 6 X 2Ogd. METAL 511UD5 (ISO ER #4143) ® 16" O.G. A/ 5/8" TYPE "X" GYP Biz TO 6" ABOVE HIGHEST ADJ. CEILING. PREPARE POR FINISH PER THE INTERIOR ELEVATIONS a 4 A7 Al O INTERIOR PARTN. (GYP ONE SIDE) 3 -5/8" X 2Oga. METAL. STUDS (IGBO ER# 4443) ® 16" O.G. L^I/ 5/8" TYPE "X" GYP BD ON 51DE TO 6" A80VI= HIGHEST ADJ. CEILING. PREPARE FOR FINISH PER THE INTERIOR EL1rVATION5 a Al 51M. 4 Al) 51M. 0 PLATFORM WALL: 3 -5 /b" X 18ga. METAL STUDS @ I6" O.G. WI 5/S" 1 i E X 6YP >3D 8OTH 51GE5 TO HIGHEST ADJACENT CEILING. PREPARE POR FINISH PER Th INTERIOR ELEVATIONS. SEE TYPICAL SECTION ON THIS 4 Al O 1 -HR VESTIBULE PARTITION: NOTES: I -HR FIRE RATED. UL DE516N #1J4&5 3 -5/8" X 18ga. METAI. STUDS ®16" O.G. V 5/8" TYPE 'X' .YP BD TO CEILING. PREPARE FOR FINISH PER THE INTERIOR ELEVATIONS. 2 4 AA 3 Al A5A KEY SYMBOL HEIGHT DESCRIPTION A • PER GYP. HEIGHT OR CEILING TILE AS PER PLAN SPECULAR REFLECTOR RECESSED DOWNLIGHT B PER GYP. HEIGHT AS PER PLAN 6" ADJUSTABLE PAR DOWNLIGHT "CL4I t7 MOUNTED ON TRACK MOUNTED BIAZ WALL WASHED COMPACT FLOORESGENT FIXTURE. ALZAK MOLDED PLASTIC LOUVER $ CLEAR AND CLEAR ALZAK REFLECTIVE ....r ■r..' E A MOUNTED ON TRACK LINE VOLTAGE TRACK FIXTURE F 1 FITTING RM. AREA e 5' -O" A.F.P. PER ELEVATIONS WALL MOUNTED SCONCE - 68" TO BOTTOM G MOUNTED TO UNDERSIDE OF CEILING GRID LIGHTING TRACK SECTIONS (LENGTH AS INDICATED ON PLAN). ... 1 H GRAIN HUNG e 12' -O" A.P.F. OR GLG. MOUNTED 48" CHAIN HUNG FLUORESCENT STRIP FIXTURE (EXPOSED TUBES). 1 ' P CHAIN HUNG 0 1' -O" A.F.P. CHANDELIER COMPOSED OF TRANSPARENT GLOBES. Q . PER PLAN CORD HUNG PENDANT MOUNTED SHADE W/ WHITE AND PINK LAMPS PER PLAN. R . ENTRY SOFFIT PER PLANS 4" LOW VOLTAGE DOWNLIGHT (NON DIRECTIONAL) 5 . GLG. SPEAKERS SW GLG. SUB- AooFER I I E innisi Munn T • SOPP I T @ o1' -0" AND 10 -0" A.P.P. S" VERTICAL GFL DOWNLIGHT X - SEE ELEVATIONS ILLUM. GLASS BLADE EXIT SIGN CONVERTIBLE TO MULTIPLE APPLICATIONS. INSTALL AS SHOWN ON PLAN. Y GLG. SURFACE MTD. DUAL HEAD EMERGENCY LIGHT UNIT W/ COMPACT BATTERY PACK. PAINT WHITE FINISH GLG. TOILET EXHAUST PAN. SEE SHEET M -I GLG. SALES AREA /FITTING ROOM /STOCKROOM DIFFUSER (TYP). PAINT TO MATCH ADJACENT CEILING 17 I Pfr1I I ALCOVE EXHAUST PAN. SEE SHEET MI 8' -O" A.F.F. e' ::I ■.1 a "� d . / • :I r 6- 6'G"P'e,4.ra.6.6.r.4t i 5hr }1 'a 1111 • D D D rr 1.1..l 11111 111111 Lr.�a rr 1111 11111 rrrr' �..rr�iw.w�� Rcs� �� ►w 111111 'rrr!r 11111 111 I✓ { 11tEMOSERSEMIIMEMER' _ _ li ' 11111 1111■ ■111• ■111 I....1 11.1' ..... iu.w 1 1..11 •1..1 •1rr1rW a�`ii moan 1 i ..u.r 11111 11... u 1. . 1111 �rrrr�� urn .1r.. 11..1 .5.666 'Fria �. !/J.. L ' '0 '4 r 7IwSr�.lU911502 wl� rrrrrr=lrr ..., Iaaer► 1111, oo, 01111M,111 3215E 17�dL 1.1111 1.1.11 I ' D D • orir OPEN TO PONYWALL oN DECK ABV. � 1 H E 8' -O" A.F.F. HALLWAY lJr a1 <<eLr;..i:• 6 c-... t. r i.,1 .i r.l, 4 -10" 2 -10" PONYWALL ON TOILET ROOM PLATFORM L3 OPEN TO DECK ABOVE. SEE DETAIL NOTES. NO PAINT ON DECK. NEW ELECTRICAL TRANSFORMER ON HALLWAY PLATFORM 7 EE TOILET P -2 A.F.F. I -HR. RATED ,1. 11O' - AF.F.I ALCOVE LaI9' -o A.F.F. I FTC. RM. TYPICAL REFLECTED CEILING PLAN 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X IS GA. METAL STUDS (TYP.) (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER PETAL (TYP.) S /8" THREADED ROD MTD. TO STRUCTURE ABOVE 2' X 2' SUSPENDED ACCOUETIGAL TILE CEILING MOUNTED TO SIDE OF CLOUD SOFFIT OUTRIGGER SLOTTED LIKE STANDARDS 24" O.G. TO DISPLAY FEATURED FIXTURES. FASTENED TO FLOOR. FINISH MTL -2 — 21_611 2I -611 `J ELEVATION FRAMING PLAN FOR CLOUD # I $ 2 CEILING CLOUD DETAIL I8" 11 2 1 -2 11 I A 11 2' -0" 2 -0 SUSPENDED ACOUSTICAL CEILING. SEE REFLECTED GLG. PLAN I/4" TYPE 'X' GYP. BP. ON 20ga. METAL STUD FRAMING 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X IS GA. MTL. 5TUD5 (TYP) _J OUTRIGGER SETTING OVER SLEEVE (NON - BEARING) in U- CHANNEL STEEL STRAP ATTACHED TO FLOOR 1CIA111o' -o" A.F.F. MIRROR SOFFIT 1 S' -6" A.F.F. MIRROR 1(7D SOPP I T MEANS OF EGRESS ILLUMINATIO IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by me means or 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 illumin2t9. 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... DETAIL 1 SCALE: S/4" = 1 -0" 5/8" TYPE 'X' GYP. B. D "CLOUD" . DE-T ON THIS SHEET. M: r e Ar77 A SECTION PROFILE /IR, • uu • DETAIL 2 SCALE: 11/2" = 1' -0" N.T.S. 112'_6" A.F.F. I CEILING TILE CEILING T E TRACK LIGHTS MOUNTED TO UNDERSIDE OF T -BAR CEILING GRID. (TYP.) FRAMING PLAN — / / / / / /// TRAGIC LIGHTS MOUNTED TO UNDERSIDE OF T -BAR CEILING GRID. (TYP.) CEILING TYPES (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER DETAIL (TYP.) SUSPENDED ACOUSTICAL CEILING. SEE REFLECTED GLG. PLAN - 1/4" TYPE 'X' GYP. BD. ON toga. METAL STUD FRAMING 5/8" TYPE 'X' GYP. BP. ON 3 -5/S" X IS GA. MTL. STUDS (TYP) I" WATER LINE (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER DETAIL (TYP) II DETAIL 1 SCALE: 3/4" = 1' -0" CLOUD DETAIL OVER CASH /WRAP SCALE: 1/4" = 1' -0" 6" SPKLR MAIN @ 12' -1' I" WATER LINE MALL. DUCT 14 -4" A.P.1 =. CEILING TILE NOTE: SEE SHEET ES FOR LIGHT FIXTURE SCHEDULE 3" SPKLR MAIN @ I2' -S" 4 -10" SCALE: 1/4" = I' -0" CEILING PLAN SYMBOL LEGEND 2110 I 11' - 6" A.F.F.1 �- SUSPENDED METAL GRID FOR GRAPHICS, ETC. G.G. TO TRIM AT LIGHTS ON SITE. P.O.I.C. 4" DEEP TRACK LIGHT TROUGH. SEE STOREFRONT SECTIONS. FRONT SIGN ATTACHED TO SOFFIT. SEE STOREFRONT ELEVATION SECTION 1/2" CLEAR TEMPERED GLASS TRANSOM WINDOW IN PAINTED WOOD STOPS CL1 1O' -6" A.F.F. SOFFIT CL1 I11' -6" A.F.F.I SOFFIT NOTE: FULLY RECESSED SPRINKLERS WITH WHITE SLOW -OFF GAPS AT ALL ® GYP. 4 T -BAR CEILINGS. ' [7, ' F 4 r. � r CODE COMPS 1Ay O in C. B A C {•.1•.., Itp K �i- MAR 1 Z ZODU PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. rii SCALE: C C vtai w CA 43) mim 1 ••. = 4A 0 I . w 1 V1 u - 15 c ■ fi 327 w m con I DRAWN BY: PROJECT No.: 5065 vs z 0 DATE: March 10th, 2008 SHEET: 1/4"=l'-o" IZ.H. TRD- 07 -03°1 rn BAR YO 1118 Z g a t7 Z ✓ W H V W J LI. W CC a g g GI � CP 3 F. t" • s -a 0 ▪ fu 0 h c 0 c ° o c N E .0 co O ma_c Z jp G .H; .1- o . ' A2 4 of l8 STOREFRONT SOFFIT: 5 /5" TYPE 'X' GYP. BD. CEILING ON 3 -5/8" X 20 ga. METAL STUDS AT 16" O.G. W/ TAPED JOINTS SANDED SMOOTH. PREPARE FOR PAINT FINISH. PROVIDE AT HEIGHT AS INDICATED ON PLAN. CU SALES AREA - LAY -IN ACGOUSTICAL CEILING SYSTEM: 24" X 24" X cf/I6" SUSPENDED WHITE ARMSTRONG SUSPENDED T -BAR GRID SYSTEM AT HEIGHT AS INDICATED ON PLANS W/ ARMSTRONG CORTEGA #21 LAY IN ACOUSTICAL CL CEILING PANELS WITH RECESSED EDGE. GRID AND CEILING TILE SHALL BE COMPATABLE. G.G. TO VERIFY WHEN ORDERING. NO CEILING TILE SUBSTITUTIONS ARE ALLOWED WITHOUT THE APPROVAL OF THE OWNER. STOCKROOM: EXPOSED DECK AND STRUCTURE DETAIL FOR EXPOSURE: ALL CONDUITS SHALL BE GANGED, PARALLEL 4 PERPENDICULAR TO LEASE LINES, ALL PIPES, DUCTS ix FIXTURES SHALL BE SUPPORTED BY HANGRODS, NOT WIRE. REMOVE 8 UNUSED ITEMS. L3 "CL4I PITTING ROOMS / ALCOVE / HALLWAY: 5/8" TYPE 'X' GYP. S. CEILING ON 5 -5/8" or 6" X 20 ga. METAL BTUDS AT 16" O.G. PROVIDE AT HEIGHT AS INDICATED ON PLAN. TOILET: 5/8" TYPE 'X' GYP. BD. CEILING ON 3 -5/8" or b" X I8 ga. METAL STUDS AT 16" O.C. PROVIDE AT HEIGHT AS INDICATED ON PLAN. VESTIBULE: 5/8" TYPE 'X' GYP. BD. CEILING ON BOTH SIDES S -5/8" X 20 ga. METAL STUDS AT 16" O.G. PROVIDE AT HEIGHT AS INDICATED ON PLAN. (I HOUR -SEE U404) EXHAUST PAN. SEE SHEET MI 8' -O" A.F.F. e' ::I ■.1 a "� d . / • :I r 6- 6'G"P'e,4.ra.6.6.r.4t i 5hr }1 'a 1111 • D D D rr 1.1..l 11111 111111 Lr.�a rr 1111 11111 rrrr' �..rr�iw.w�� Rcs� �� ►w 111111 'rrr!r 11111 111 I✓ { 11tEMOSERSEMIIMEMER' _ _ li ' 11111 1111■ ■111• ■111 I....1 11.1' ..... iu.w 1 1..11 •1..1 •1rr1rW a�`ii moan 1 i ..u.r 11111 11... u 1. . 1111 �rrrr�� urn .1r.. 11..1 .5.666 'Fria �. !/J.. L ' '0 '4 r 7IwSr�.lU911502 wl� rrrrrr=lrr ..., Iaaer► 1111, oo, 01111M,111 3215E 17�dL 1.1111 1.1.11 I ' D D • orir OPEN TO PONYWALL oN DECK ABV. � 1 H E 8' -O" A.F.F. HALLWAY lJr a1 <<eLr;..i:• 6 c-... t. r i.,1 .i r.l, 4 -10" 2 -10" PONYWALL ON TOILET ROOM PLATFORM L3 OPEN TO DECK ABOVE. SEE DETAIL NOTES. NO PAINT ON DECK. NEW ELECTRICAL TRANSFORMER ON HALLWAY PLATFORM 7 EE TOILET P -2 A.F.F. I -HR. RATED ,1. 11O' - AF.F.I ALCOVE LaI9' -o A.F.F. I FTC. RM. TYPICAL REFLECTED CEILING PLAN 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X IS GA. METAL STUDS (TYP.) (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER PETAL (TYP.) S /8" THREADED ROD MTD. TO STRUCTURE ABOVE 2' X 2' SUSPENDED ACCOUETIGAL TILE CEILING MOUNTED TO SIDE OF CLOUD SOFFIT OUTRIGGER SLOTTED LIKE STANDARDS 24" O.G. TO DISPLAY FEATURED FIXTURES. FASTENED TO FLOOR. FINISH MTL -2 — 21_611 2I -611 `J ELEVATION FRAMING PLAN FOR CLOUD # I $ 2 CEILING CLOUD DETAIL I8" 11 2 1 -2 11 I A 11 2' -0" 2 -0 SUSPENDED ACOUSTICAL CEILING. SEE REFLECTED GLG. PLAN I/4" TYPE 'X' GYP. BP. ON 20ga. METAL STUD FRAMING 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X IS GA. MTL. 5TUD5 (TYP) _J OUTRIGGER SETTING OVER SLEEVE (NON - BEARING) in U- CHANNEL STEEL STRAP ATTACHED TO FLOOR 1CIA111o' -o" A.F.F. MIRROR SOFFIT 1 S' -6" A.F.F. MIRROR 1(7D SOPP I T MEANS OF EGRESS ILLUMINATIO IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by me means or 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 illumin2t9. 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... DETAIL 1 SCALE: S/4" = 1 -0" 5/8" TYPE 'X' GYP. B. D "CLOUD" . DE-T ON THIS SHEET. M: r e Ar77 A SECTION PROFILE /IR, • uu • DETAIL 2 SCALE: 11/2" = 1' -0" N.T.S. 112'_6" A.F.F. I CEILING TILE CEILING T E TRACK LIGHTS MOUNTED TO UNDERSIDE OF T -BAR CEILING GRID. (TYP.) FRAMING PLAN — / / / / / /// TRAGIC LIGHTS MOUNTED TO UNDERSIDE OF T -BAR CEILING GRID. (TYP.) CEILING TYPES (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER DETAIL (TYP.) SUSPENDED ACOUSTICAL CEILING. SEE REFLECTED GLG. PLAN - 1/4" TYPE 'X' GYP. BD. ON toga. METAL STUD FRAMING 5/8" TYPE 'X' GYP. BP. ON 3 -5/S" X IS GA. MTL. STUDS (TYP) I" WATER LINE (4) 3/8" THREADED RODS TO STRUCTURE ABOVE PER DETAIL (TYP) II DETAIL 1 SCALE: 3/4" = 1' -0" CLOUD DETAIL OVER CASH /WRAP SCALE: 1/4" = 1' -0" 6" SPKLR MAIN @ 12' -1' I" WATER LINE MALL. DUCT 14 -4" A.P.1 =. CEILING TILE NOTE: SEE SHEET ES FOR LIGHT FIXTURE SCHEDULE 3" SPKLR MAIN @ I2' -S" 4 -10" SCALE: 1/4" = I' -0" CEILING PLAN SYMBOL LEGEND 2110 I 11' - 6" A.F.F.1 �- SUSPENDED METAL GRID FOR GRAPHICS, ETC. G.G. TO TRIM AT LIGHTS ON SITE. P.O.I.C. 4" DEEP TRACK LIGHT TROUGH. SEE STOREFRONT SECTIONS. FRONT SIGN ATTACHED TO SOFFIT. SEE STOREFRONT ELEVATION SECTION 1/2" CLEAR TEMPERED GLASS TRANSOM WINDOW IN PAINTED WOOD STOPS CL1 1O' -6" A.F.F. SOFFIT CL1 I11' -6" A.F.F.I SOFFIT NOTE: FULLY RECESSED SPRINKLERS WITH WHITE SLOW -OFF GAPS AT ALL ® GYP. 4 T -BAR CEILINGS. ' [7, ' F 4 r. � r CODE COMPS 1Ay O in C. B A C {•.1•.., Itp K �i- MAR 1 Z ZODU PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. rii SCALE: C C vtai w CA 43) mim 1 ••. = 4A 0 I . w 1 V1 u - 15 c ■ fi 327 w m con I DRAWN BY: PROJECT No.: 5065 vs z 0 DATE: March 10th, 2008 SHEET: 1/4"=l'-o" IZ.H. TRD- 07 -03°1 rn BAR YO 1118 Z g a t7 Z ✓ W H V W J LI. W CC a g g GI � CP 3 F. t" • s -a 0 ▪ fu 0 h c 0 c ° o c N E .0 co O ma_c Z jp G .H; .1- o . ' A2 4 of l8 SUSPENDED METAL GRID FOR GRAPHICS, ETC. P.0.I.C. PAINT TO MATCH CEILING. a f r"...4 0 t I I I I 1 I I I I I AA�� C I) I 1 1 - 1 i lll RECESSED WALL STANDARDS AT 24" O.G. U.O.N. SEE TYP. DETAIL 16 BEADED CURTAIN BEYOND - FOIG 1 f e . ", ° : w. / / 3' -0" AMINO HEAR r � 1 r i %f/ / / / / f � ! r / / � _ l 3 SECTIONS OF 1/4" 9 -,O1 r r r:9 - ILI L. y WALL MTD. EL7GE LIB EXIT SIGN. BOTTOM OF SIGN AT 8" ABOVE � i r : a 171:::::,:,:,:3,:,:,:t:,::::,:-:, STOREFRONT GRAPHIC d BY OWNER i " N' / DOOR. 34" X 12" KICK PLATE MTD. TO DOOR ® I" A.F.F. F.G.I.G. — I I OM 1/2" CLEAR TEMPERED [V STOREFRONT GLAZ ED 0 0 6" HIGH AS Tap 1 r� 0 ALUMINUM BASE W/ POWDER GOAT FINISH GOAT FINISH Y SUSPENDED METAL GRID FOR GRAPHICS, ETC. P.0.I.C. PAINT TO MATCH CEILING. a f r"...4 5USP. METAL GRIP' FOR GRAPHICS, ETC. F.O.I.G. PAINT TO MATCH CEILING. t ' I . - i lll I/2" CLEAR TEMPERED GLASS TRANSOM WINDOW. IN PAINTED WOOD 5TOP5 4 6" HIGH ALUMINUM BASE W/ POWDER BEADED CURTAIN BEYOND - FOIG 1 f e . ", ° : w. / / , 1 ' • r � 1 r i %f/ / / / / f � ! r / / � _ l 3 SECTIONS OF 1/4" 9 -,O1 r r r:9 - ILI L. y ' �,, i r : a [ 41... STOREFRONT GRAPHIC d BY OWNER i ( ■, fili / � 1 km._� 1 1 L — — � AI OM 1/2" CLEAR TEMPERED [V STOREFRONT GLAZ ED 0 0 6" HIGH .. 9 - tOI L.L Tap r� 0 ALUMINUM BASE W/ POWDER GOAT FINISH GOAT FINISH Y ��yy,, _: ^.q ,,, — . y„ ,. •.{_; l fa R 111111111 NOTE: ALL SLOTS RECE�� VALL STANDARDS TO BE ALIGNED WITH A LASER LEVEL OR SIMILAR METHOD. c -c OPEN TO ALCOVE 1 RECESSED WALL STANDARDS AT 24" 2.N. SEE TYP. P -I 6" H161-I PAINTED WOOD BASE G.G. TO PROVIDE BACKING IN WALL FOR ATTACHMENT OF SKIM BRACKET TT -STAT ON WALL AT +66" A.F.F. SCRIM AND BRACKET. F.O.I .G. "60 -BACK" HANGBAR MTD. @ 60" A.F.F. PROVIDE BACKING IN WALL A5 REQUIRED I" X I" X 48" BRUSHED ALUMINUM CORNER GUARD G.G. TO PROVIDE BACKING IN WALL FOR ATTACHMENT OF SKRIM BRACKET. MOUNT TO BASE STOREFRONT GLAZING t€ BASE SEE SHEET A4 3" WOOD CORNICE MOULDING (F.G.I.G.) • I" X I" X 45" BRUSHED ALUMINUM CORNER GUARD 6" HIGH PAINTED WOOD BASE 1 O OPEN TO VEST. r,. Zo I n 42" W X 72" H CLEAR TEMP. GLASS MIRROR. F.C.1.G INTERIOR ELEVATION 6" HIGH PAINTED WOOD BASE INTERIOR ELEVATION Ci CI n INTERIOR ELEVATION '- ALCOVE MESH SCRIM ON STANDARD MTD. BRACKET. F.0.1.0. (TYP. WHERE SHOWN) DOOR FRAME 15 FACTORY FINISHED. DO NOT PAINT METAL PLATE FOR DRY -ERASE MARKER (TYP.) 5" WOOD CORNICE MOULDING OPEN OPEN OPEN OPEN 6" HIGH PAINTED WOOD BASE INTERIOR ELEVATION LINE OF FIXTURE (IN FOREGROUND) 1 NOTE: MESH SCRIM ON STANDARD MTD. BRACKET. F.o.I.G. (TYP. WHERE SHOWN) ALL DOOR PREP., HARDWARE 4 FRAME BY G.G. BEADED CURTAIN BY OWNER 3 WAY MIRROR SECTION (F.G.I.G) "FLAMING HEART" LOGO O i 6" HIGH PAINTED WOOD BASE SCALE: 1/4 "= I -0" I" X 4" WOOD STRIPS 11 3" G ROWN MOL roP OF MIRROR WALL 6" HIGH PAINTED WOOD BASE -� SLATWALL DISPLAY PANELS ADHERED TO WALL. SEE DETAILS BHT. AS 0 zo RECESSED WALL STANDARDS AT 24" O.G. U.O.N. SEE TYP. DETAIL 6 ( ....--5" WOOD CORNICE MOULDING 6" HIGH PAINTED WOOD BASE RECESSED WALL STANDARDS AT 24" O.G. U.O.N. SEE TYP. DETAIL INTERIOR ELEVATION WALL MTD. EDGE LIT EXIT SIGN. MT. AT IS" ABOVE TOP OF DOOR J ZS BEADED CURTAIN ry BY OWNER 5 -WAY MIRROR SECTION (F.c.l .0 .1 .C. 6" HIGH PAINTED WOOD BASE NOTE: ALL DOOR PREP., HARDWARE 4 FRAME BY G.G. SHOWN TRUE To PLANE FOR GLAIRITY r P -I / OPEN / OPEN B -I P -I 3" WOOD CORN] GE MOULD I NG .0 .1 .G.) SCALE: 1/4 " =1' -0" SCALE: 1/4"=1 SGA 1/4 "= 1 OPEN OPEN EQ. SCALE: I /4"= I' -O" TYP. SENSORMATIG NI REMOLD AND SURFACE MOUNTED WORKBOX, PAINTED BY G.G. 36" HIGH S/S "FLAMING HEART" LOGO PIN MOUNTED OFF WALL F.O.I .C. STOREFRONT GLAZING 4 BASE SEE SHEET A5 DOOR FRAME 15 FACTORY FINISHED. P'0 NOT PAINT METAL PLATE FOR DRY -ERASE MARKER (TYP) "FLAMING HEART" LOGO 6" HIGH PAINTED WOOD BASE n i t 'd CODE COMPLIANCE MAR [ ?Si O t m 0 cV n O t0 zo I tY Zo t 0 CITY UKv 'iLA MR 12 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Is SCALE: co its c = c M 0 5 16 ‘110 C inC 41) via 0 I' aa IA 7:3 V Q41•+ ■ z 32. In ■. V 5it F- 5065 DRAWN BY: PROJECT No.: 0 e>; DATE: March lath, 2005 SHEET: 1/4"=r-0" R.H. C f1 m 'O rzs 0 d `^ VI rp 0 t/1 N L 0 m ▪ g o a s g g To E O 1- D P..Ap 10 'AB Z 0 W J W ce 0 W H Z A3 E 0 U TR17 -O-t -030 5 of Ib PLUS SIZES F+1 480 998 7223 CONSULTING ENGINEER -. ' I - i lll 0 BEADED CURTAIN BEYOND - FOIG r � 1 r i %f/ / / / / f � ! r / / � _ l 3 SECTIONS OF 1/4" 9 -,O1 r r /////:‘ CLEAR MIRROR - GROUND EDGE ADHER S ED BUTT TO WALL W/ .COI NTS. MFGR. RECOMMENDED T` ADHESIVE (F.C.IC) (r I I 111111111 NOTE: ALL SLOTS RECE�� VALL STANDARDS TO BE ALIGNED WITH A LASER LEVEL OR SIMILAR METHOD. c -c OPEN TO ALCOVE 1 RECESSED WALL STANDARDS AT 24" 2.N. SEE TYP. P -I 6" H161-I PAINTED WOOD BASE G.G. TO PROVIDE BACKING IN WALL FOR ATTACHMENT OF SKIM BRACKET TT -STAT ON WALL AT +66" A.F.F. SCRIM AND BRACKET. F.O.I .G. "60 -BACK" HANGBAR MTD. @ 60" A.F.F. PROVIDE BACKING IN WALL A5 REQUIRED I" X I" X 48" BRUSHED ALUMINUM CORNER GUARD G.G. TO PROVIDE BACKING IN WALL FOR ATTACHMENT OF SKRIM BRACKET. MOUNT TO BASE STOREFRONT GLAZING t€ BASE SEE SHEET A4 3" WOOD CORNICE MOULDING (F.G.I.G.) • I" X I" X 45" BRUSHED ALUMINUM CORNER GUARD 6" HIGH PAINTED WOOD BASE 1 O OPEN TO VEST. r,. Zo I n 42" W X 72" H CLEAR TEMP. GLASS MIRROR. F.C.1.G INTERIOR ELEVATION 6" HIGH PAINTED WOOD BASE INTERIOR ELEVATION Ci CI n INTERIOR ELEVATION '- ALCOVE MESH SCRIM ON STANDARD MTD. BRACKET. F.0.1.0. (TYP. WHERE SHOWN) DOOR FRAME 15 FACTORY FINISHED. DO NOT PAINT METAL PLATE FOR DRY -ERASE MARKER (TYP.) 5" WOOD CORNICE MOULDING OPEN OPEN OPEN OPEN 6" HIGH PAINTED WOOD BASE INTERIOR ELEVATION LINE OF FIXTURE (IN FOREGROUND) 1 NOTE: MESH SCRIM ON STANDARD MTD. BRACKET. F.o.I.G. (TYP. WHERE SHOWN) ALL DOOR PREP., HARDWARE 4 FRAME BY G.G. BEADED CURTAIN BY OWNER 3 WAY MIRROR SECTION (F.G.I.G) "FLAMING HEART" LOGO O i 6" HIGH PAINTED WOOD BASE SCALE: 1/4 "= I -0" I" X 4" WOOD STRIPS 11 3" G ROWN MOL roP OF MIRROR WALL 6" HIGH PAINTED WOOD BASE -� SLATWALL DISPLAY PANELS ADHERED TO WALL. SEE DETAILS BHT. AS 0 zo RECESSED WALL STANDARDS AT 24" O.G. U.O.N. SEE TYP. DETAIL 6 ( ....--5" WOOD CORNICE MOULDING 6" HIGH PAINTED WOOD BASE RECESSED WALL STANDARDS AT 24" O.G. U.O.N. SEE TYP. DETAIL INTERIOR ELEVATION WALL MTD. EDGE LIT EXIT SIGN. MT. AT IS" ABOVE TOP OF DOOR J ZS BEADED CURTAIN ry BY OWNER 5 -WAY MIRROR SECTION (F.c.l .0 .1 .C. 6" HIGH PAINTED WOOD BASE NOTE: ALL DOOR PREP., HARDWARE 4 FRAME BY G.G. SHOWN TRUE To PLANE FOR GLAIRITY r P -I / OPEN / OPEN B -I P -I 3" WOOD CORN] GE MOULD I NG .0 .1 .G.) SCALE: 1/4 " =1' -0" SCALE: 1/4"=1 SGA 1/4 "= 1 OPEN OPEN EQ. SCALE: I /4"= I' -O" TYP. SENSORMATIG NI REMOLD AND SURFACE MOUNTED WORKBOX, PAINTED BY G.G. 36" HIGH S/S "FLAMING HEART" LOGO PIN MOUNTED OFF WALL F.O.I .C. STOREFRONT GLAZING 4 BASE SEE SHEET A5 DOOR FRAME 15 FACTORY FINISHED. P'0 NOT PAINT METAL PLATE FOR DRY -ERASE MARKER (TYP) "FLAMING HEART" LOGO 6" HIGH PAINTED WOOD BASE n i t 'd CODE COMPLIANCE MAR [ ?Si O t m 0 cV n O t0 zo I tY Zo t 0 CITY UKv 'iLA MR 12 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Is SCALE: co its c = c M 0 5 16 ‘110 C inC 41) via 0 I' aa IA 7:3 V Q41•+ ■ z 32. In ■. V 5it F- 5065 DRAWN BY: PROJECT No.: 0 e>; DATE: March lath, 2005 SHEET: 1/4"=r-0" R.H. C f1 m 'O rzs 0 d `^ VI rp 0 t/1 N L 0 m ▪ g o a s g g To E O 1- D P..Ap 10 'AB Z 0 W J W ce 0 W H Z A3 E 0 U TR17 -O-t -030 5 of Ib PLUS SIZES F+1 480 998 7223 CONSULTING ENGINEER PONY WALL ON TOP OF NEM — XFMR `7 b- n IIIIIII I �■ PLATFORM. SEE SHEET Al 111 ♦ II n METAL TRIM AT EDGE OF PLATFORM- SEE SHT. Al -- NMI I vont- DEEP X 3/4" THK. MDP SHELVES. SCREW SHELVES TO BRACKETS THRU \ � pr — PROVIDED HOLES. 34" X 12" KICK PLATE MTV. TO DOOR 1" A.F.r^. F.C.I.G,- — — — n WiElirc' Mil b' 1 Nem @ r ,: , lam► , � MINIPII I" .X 4" CONT. HORIZ. FIRE TREATED OD MOUNTING STRIPS OVER GYP. BD. A 24" O.G. WALL S STANDARDS PER ELEVATION 4" HIGH BASE ( TYP. ) PAINT FURRING STRIPS THE SAME COLOR AS THE WALL to TYP. ELEV. @ WOOD FURRING AT STOCK ROOM SHELVING CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRE' ON PONY WALL. SEE SHT. Al PONY WALL ON TOP OP PLATFORM. SEE: SHEET Al METAL TRIM AT EDGE OF PLATFORM. SEE SHT. Al SERVICE SINK 34" X 12" KICK PLATE MTD. TO DOOR @ I" A.F.F. F,C.I.C. SCALE: 1/4" = I' —O" OPEN TO DECK F.C.I .G. STOCK RM. ELEV. SCALE: 1/4"=1 MANAGER'S DESK / MARKET] NG STORAGE. F.O.1.C. OUTLINE OF MANAGER'S DESK l0" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACK THRU PROVIDED HOLES. NOTE: ALL STOCK ROOM GYP. 5D. WALL SURFACES ARE TO BE 5 '- 6 11 t SHELF DESK TOP. STEREO TOILET ROOM TO RECEIVE WATERPROOF MEMBRANE ON FLOOR AND 6" UP WALLS 4" HIGH BASE WALL MOUNTED 'r LIGHT SCONCE, in SEE SHEET E2 HIGH GLOSS 42 "WX72 "H CLEAR TEMP. in GLASS MIRROR. F.C.I.C. (TYP. 4) 6" PAINTED WOOD BASE L OPEN TO DECK TUBES STOR. ♦ ♦ B -2 F.0.I .G. C INTERIOR ELEVATION — HANDICAP FITTING ROOM EMERGENCY LT. @ 0_4". +I3' -O" A.F.F. TYP. --- J I' I I i�•.er�s� 4 STOCK ROOM ELEVATION SCALE: 1/4"=1 NOTE: ALL HOT, GOLD 4 WASTE LINES SHALL HAVE AN I NSULATION KIT INSTALLED. INTERIOR ELEVATION — TOILET �rJ HIGH P -I GLOSS NOTE: ALL DOOR PREP., HARDWARE FRAME BY G.G. INSTALL (I) HOOK ON (INSIDE ONLY) OF DOOR @ +46" A.F.F. TYP, OF ALL FITTING ROOM DOORS O, in 6" PAINTED WOOD BASE 4' -0" HIGH $ 8' -O" HIGH "REEVE" 4:44 H.D. SURFACE MTV. ST'S, ATTACH TO WOOD STRIPS W/ I -1/2" LONG SCREWS THRU ALL PROVIDED HOLES @24" O.G. W/ "REEVE" #8 I- R/L -14 WOOD SHELF BRACKETS. (TYP. IN STOCK ROOM) 10" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. lac-1 in In in in 12 B -3 3 ' — O tV sr- ELL 0 m EQ EQ P -3 CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRED ON PONY WALL. SEE SHT. Al 12" X 3/4" PART. BD SHELF. SCREW TO BRACKETS THRU PROVIDED HOLES STEEL HANGROD WITH RUBBER END GAPS. SCREW HANGROD TO BRACKETS W/ SELF THREADING SCREWS THRU PROVIDED HOLES. - --- -IAC -6I m ..r , in AC -4 ♦ ii PICTURE FRAME. SUPPLIED BY TEMEKA INSTALLED BY G.C. CENTER OVER BENCH. ® HIGH GLOBS 24" X 46" X IS" H.C, BENCH W/ CUSHION. G.G. TO ATTACH TO WALL. FIRE TREATED BACKER STRIPS IN WALL FOR BENCH ATTACHMENT 6" PAINTED WOOD BASE F.C.I .G. F.C.I.G. OPEN TO DECK HAND] GAP DRINKING FOUNTA I N :°, in n 2' -6" OPEN TO DECK 4' -6 war. ■ ■■h �II�111► ■� ■■I► CB-D P -3 4" HI6H BASE SCALE: 1/4"=1 F.G.I.C. STOCK RM. ELEV. SERVICE SINK SCALE: I/4" =1' -O" B -3 F,C.I.C. STOCK ROOM ELEV. SCALE: I/4 "= I ' -O" It TOILET ROOM SHELVING NOTE: G.0 TO INSTALL 12" x 36" x 3/4" WHITE MELAMINE GLAD WOOD SHELVES ON H.D. BRACKETS $ ADJUSTABLE STANDARDS. MADE OF SAME COMPONENTS FROM STOCK ROOM SHELVING SYSTEM. G.G. TO PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF STANDARDS TO WALL. SCREW SHELES TO BRACKETS THRU PROVIDED MOUNTING HOLES. SCALE: 1/4"=1 HIGH GLOSS 43" METAL MESH WALL FIXTURE SY OWNER 7 -----24" 16" RC. BENCH W/ CUSHION. G.G. TO ATTACH TO WALL. 6" PAINTED WOOD BASE HANGER -TITE FIXTURE, F.O.I.C. G.G. TO MOUNT TO FLOOR $ WALL. NOTE: ALL STOCK ROOM 6YP. BD. WALL SURFACES ARE TO BE P -2 CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRED ON PONY WALL. SEE SHT. Al PONY WALL ON TOP OF PLATFORM. SEE SHEET Al METAL TRIM AT EDGE OP PLATFORM. SEE SHT. Al 10" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. 4' -0" HIGH 8' -O" HIGH "REEVE" #44 H.D. SURFACE MTD. STDS. ATTACH TO WOOD STRIPS W/ I -I/2" LONG SCREWS THRU ALL in PROVIDED HOLES @24 O.G. W/ "REEVE" #5l- R /L -I4 WOOD SHELF BRACKETS , (TYP. IN STOCK ROOM) NOTE: ALL STOCK ROOM GYP. BD. WALL SURFACES ARE TO BE AC -1 AC -6 P -2 in in in in O to Z1) fio CODE COP...,,- ; ! iQ 1 r - S'' Q� � G y CITY. I Ui~v iLa CITY .� 1 MAR 12 zoos PERM T'CENTER 5065 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. gom SCALE: DRAWN BY: PROJECT No.: co 41• rd° C C IC 4p w s " C 40 EC C in -15 ■ awroi 0,1 z t p, ‘„, = .•• V t z 0 1/4 " =1' -0" A3 A R.H. DATE: March IO$h, 2008 SHEET: TRP -01 -03 MR to 'Oa H Z 0 H W J W Cit 0 W F-- Z E V 6 of' 15 PLUS SIZES F+1 480 998 7223 T+1 480 998 4200 CONSULTING ENGINEER NEM : _ b- n IIIIIII I �■ 111 IS II n NMI I 4 ti n -,LI 1. n WiElirc' b' 1 „- :,$_ .. r ,: , lam► , � MINIPII I" .X 4" CONT. HORIZ. FIRE TREATED OD MOUNTING STRIPS OVER GYP. BD. A 24" O.G. WALL S STANDARDS PER ELEVATION 4" HIGH BASE ( TYP. ) PAINT FURRING STRIPS THE SAME COLOR AS THE WALL to TYP. ELEV. @ WOOD FURRING AT STOCK ROOM SHELVING CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRE' ON PONY WALL. SEE SHT. Al PONY WALL ON TOP OP PLATFORM. SEE: SHEET Al METAL TRIM AT EDGE OF PLATFORM. SEE SHT. Al SERVICE SINK 34" X 12" KICK PLATE MTD. TO DOOR @ I" A.F.F. F,C.I.C. SCALE: 1/4" = I' —O" OPEN TO DECK F.C.I .G. STOCK RM. ELEV. SCALE: 1/4"=1 MANAGER'S DESK / MARKET] NG STORAGE. F.O.1.C. OUTLINE OF MANAGER'S DESK l0" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACK THRU PROVIDED HOLES. NOTE: ALL STOCK ROOM GYP. 5D. WALL SURFACES ARE TO BE 5 '- 6 11 t SHELF DESK TOP. STEREO TOILET ROOM TO RECEIVE WATERPROOF MEMBRANE ON FLOOR AND 6" UP WALLS 4" HIGH BASE WALL MOUNTED 'r LIGHT SCONCE, in SEE SHEET E2 HIGH GLOSS 42 "WX72 "H CLEAR TEMP. in GLASS MIRROR. F.C.I.C. (TYP. 4) 6" PAINTED WOOD BASE L OPEN TO DECK TUBES STOR. ♦ ♦ B -2 F.0.I .G. C INTERIOR ELEVATION — HANDICAP FITTING ROOM EMERGENCY LT. @ 0_4". +I3' -O" A.F.F. TYP. --- J I' I I i�•.er�s� 4 STOCK ROOM ELEVATION SCALE: 1/4"=1 NOTE: ALL HOT, GOLD 4 WASTE LINES SHALL HAVE AN I NSULATION KIT INSTALLED. INTERIOR ELEVATION — TOILET �rJ HIGH P -I GLOSS NOTE: ALL DOOR PREP., HARDWARE FRAME BY G.G. INSTALL (I) HOOK ON (INSIDE ONLY) OF DOOR @ +46" A.F.F. TYP, OF ALL FITTING ROOM DOORS O, in 6" PAINTED WOOD BASE 4' -0" HIGH $ 8' -O" HIGH "REEVE" 4:44 H.D. SURFACE MTV. ST'S, ATTACH TO WOOD STRIPS W/ I -1/2" LONG SCREWS THRU ALL PROVIDED HOLES @24" O.G. W/ "REEVE" #8 I- R/L -14 WOOD SHELF BRACKETS. (TYP. IN STOCK ROOM) 10" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. lac-1 in In in in 12 B -3 3 ' — O tV sr- ELL 0 m EQ EQ P -3 CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRED ON PONY WALL. SEE SHT. Al 12" X 3/4" PART. BD SHELF. SCREW TO BRACKETS THRU PROVIDED HOLES STEEL HANGROD WITH RUBBER END GAPS. SCREW HANGROD TO BRACKETS W/ SELF THREADING SCREWS THRU PROVIDED HOLES. - --- -IAC -6I m ..r , in AC -4 ♦ ii PICTURE FRAME. SUPPLIED BY TEMEKA INSTALLED BY G.C. CENTER OVER BENCH. ® HIGH GLOBS 24" X 46" X IS" H.C, BENCH W/ CUSHION. G.G. TO ATTACH TO WALL. FIRE TREATED BACKER STRIPS IN WALL FOR BENCH ATTACHMENT 6" PAINTED WOOD BASE F.C.I .G. F.C.I.G. OPEN TO DECK HAND] GAP DRINKING FOUNTA I N :°, in n 2' -6" OPEN TO DECK 4' -6 war. ■ ■■h �II�111► ■� ■■I► CB-D P -3 4" HI6H BASE SCALE: 1/4"=1 F.G.I.C. STOCK RM. ELEV. SERVICE SINK SCALE: I/4" =1' -O" B -3 F,C.I.C. STOCK ROOM ELEV. SCALE: I/4 "= I ' -O" It TOILET ROOM SHELVING NOTE: G.0 TO INSTALL 12" x 36" x 3/4" WHITE MELAMINE GLAD WOOD SHELVES ON H.D. BRACKETS $ ADJUSTABLE STANDARDS. MADE OF SAME COMPONENTS FROM STOCK ROOM SHELVING SYSTEM. G.G. TO PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF STANDARDS TO WALL. SCREW SHELES TO BRACKETS THRU PROVIDED MOUNTING HOLES. SCALE: 1/4"=1 HIGH GLOSS 43" METAL MESH WALL FIXTURE SY OWNER 7 -----24" 16" RC. BENCH W/ CUSHION. G.G. TO ATTACH TO WALL. 6" PAINTED WOOD BASE HANGER -TITE FIXTURE, F.O.I.C. G.G. TO MOUNT TO FLOOR $ WALL. NOTE: ALL STOCK ROOM 6YP. BD. WALL SURFACES ARE TO BE P -2 CHICKEN WIRE FROM 12' -0" TO DECK AS REQUIRED ON PONY WALL. SEE SHT. Al PONY WALL ON TOP OF PLATFORM. SEE SHEET Al METAL TRIM AT EDGE OP PLATFORM. SEE SHT. Al 10" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. 4' -0" HIGH 8' -O" HIGH "REEVE" #44 H.D. SURFACE MTD. STDS. ATTACH TO WOOD STRIPS W/ I -I/2" LONG SCREWS THRU ALL in PROVIDED HOLES @24 O.G. W/ "REEVE" #5l- R /L -I4 WOOD SHELF BRACKETS , (TYP. IN STOCK ROOM) NOTE: ALL STOCK ROOM GYP. BD. WALL SURFACES ARE TO BE AC -1 AC -6 P -2 in in in in O to Z1) fio CODE COP...,,- ; ! iQ 1 r - S'' Q� � G y CITY. I Ui~v iLa CITY .� 1 MAR 12 zoos PERM T'CENTER 5065 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. gom SCALE: DRAWN BY: PROJECT No.: co 41• rd° C C IC 4p w s " C 40 EC C in -15 ■ awroi 0,1 z t p, ‘„, = .•• V t z 0 1/4 " =1' -0" A3 A R.H. DATE: March IO$h, 2008 SHEET: TRP -01 -03 MR to 'Oa H Z 0 H W J W Cit 0 W F-- Z E V 6 of' 15 PLUS SIZES F+1 480 998 7223 T+1 480 998 4200 CONSULTING ENGINEER AC-1 36" GRAB BAR PROVIDE SOLID BLOCKING IN WALL REAR BAR TO EXTEND 12" BEYOND THE CENTER OF THE WATER CLOSET TOWARD THE SIDE WALL AND AT LEAST 24" TOWARD THE OPEN SIDE OF THE WATER CLOSET AND MOUNTED NOT MORE THAN 9" BEHIND THE WATER CLOSET SEAT. #8 -410, 36" LONG, SURFACE MOUNTED. AC -2 4 2" GRAB BAR - PROVIDE SOLID BACKING IN WALL. BOBRICK #B -4F0, 42" LONG, SURFACE MOUNTED. AC-3 NOT USED AC-4 TOILET PAPER DISPENSER - CENTERED AT IQ" A.F.F. MIN. BOBRICK #5-685, SURFACE MOUNTED. AC -5 WALL MOUNTED 20"x38" MIRROR - WITH BOTTOM AT +40" A.F.F. (F.G.I.C) AC -6 48" HIGH WHITE 'F.R.P." WAINSCOT WITH TRIM GAP (TYPICAL 4 WALLS) AC -7 AMERICAN DRYER *SPI -T WHITE POLYCARBONAT AUTOMATIC ELECTRIC HAND DRYER. G.G. TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. AC -8 WALL MOUNTED WATER HEATER BELOW LAVATORY AC -9 SIGN WITH RAISED BRAILLE LETTERS - MOUNTED AT +60" A.F.F. AC -10 PLASTIC TRIM AT +48" AT MARLITE WAINSCOT. WALLS: DOORS & TRIM: CIEILING HIGH GLOSS LATEX SEMI -GLOSS LATEX HIGH GLOSS p..1 BENJAMIN MOORE REPRESENTATIVE: I- 800- BENMORE STYLE: "WHITE WISP OG -54" - LATEX HIGH GLOSS AREA: SALES FLOOR WALLS P-2 OR P -2A BENJAMIN MOORE REPRESENTATIVE: 1- 800 - KENMORE STYLE "READY -MIX" COLOR "ATRIUM WHITE" P -2A DENOTES OIL AREA: SEE DRAWINGS FOR DETAILS BASED PAINT . p..3 BLACK TO MATCH MF -2 HIGH GLOSS p..4 CUSTOM WATER BASED PAINT TO MATCH EXACTLY WITH TIGER DRYLAG WHITE (SEE MF -I) P„5 PANTONE REPRESENTATIVE: TBD STYLE: TORRID PINK TO MATCH "PANTONE 225 -G" - LATEX HIGH GLOSS AREA: FITTING ROOM ALCOVE CEILING Mr:-1 MANUFACTURER: "TIGER DRYLAG" #49/10870 WHITE POWERGOAT COLOR: WHITE SM GL 06F TRIBO BATCH #IL4522EK AREA: SIDE OF STOREFRONT AND TOP (F.O.I.C.) • MIF -2 -sue, = e MANUFACTURER: "TIGER DRYLAG" BLACK POWDERGOAT STYLE: "WET BLACK (49/80036)" AREA: BASE OF STOREFRONT GLASS (P.0.I.0) ., n .. _ r u.., . . au z . _._ -- • - - -,m. . _ ,, .. .. .. _. ,. _. _... ... o,.L - ,., , r s_r l.. . ._....... STOREFRONT DOORS 6" PAINTED WOOD SASE. (P -U (.0.I.G.) • • B -2 • 1 '' FC°; = :"(;•.; =': GLASS CLIPS JOHNSONITE #40 - 4" HIGH X I/8" THICK WALL BASE (F.C.I.G.) navriae aeraeesera' :,- e:aa. anMassen.,- ,aua.. wm - r - - 7 . ar- e4e,.. ,,w. .xa . .. a ce2 :- := . :vrv. :rvs- ...;:,,---;.;a. • • - , a,7 , 7A3, , :.., r.. • • SEE DOOR SCHEDULE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER MECHANICALLY FASTENED STOREFRONT GLAZING • . • SEE DOOR SCHEDULE • OBTAIN C/O APPROVALS IN WRITING A.W.A. FIELD VERIFY ALL DIMENSIONS STOREFRONT SIGN • • TOILET ROOM DOOR/ FRAME /HARDWARE • . COORDINATE INSTALL. W/ SIGNAGE CONT. S.F. 1 NEW CUSTOMER ADDRESS PACKAGE FLOATING" CLOUDS CEILING ELEMENT • • ® ® • • IN STOCKROOM & CORRIDOR AS REQUIRED G.C. TO COORDINATE PAINT 2 x 2 CEILING GRID AND TILES • • • • • • WHEN USED - SEE PLANS & ELEVATIONS CONTINUOUS REVEALS • • KEY ALL DOORS ALIKE CO TURNOVER • • CONTACT MALL MANAGER FOR SPECS. CLEAR ANODIZED ALUM. WHERE INDICATED NEUTRAL PIERS TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING. . ■■ ACCESS PANELS AS REQ'D FOR MOTORS /VAV /ETC. • ,^ �'' • • VARIES - SEE SHEET Al. MF1 & MF2 • • PER INSPECTOR REQ'D _ • • MAR 1 2 2008 � ' w r .` ` . r, r TERRAZZO • • • F.R. SEAT CUSHION SUB - CONTRACTOR LIST AND WARRANTIES PRIMARY S.F. SIGN 6" PAINTED WOOD SASE. (P -U (.0.I.G.) • • B -2 • 1 '' FC°; = :"(;•.; =': REAR DOOR SIGNAGE JOHNSONITE #40 - 4" HIGH X I/8" THICK WALL BASE (F.C.I.G.) navriae aeraeesera' :,- e:aa. anMassen.,- ,aua.. wm - r - - 7 . ar- e4e,.. ,,w. .xa . .. a ce2 :- := . :vrv. :rvs- ...;:,,---;.;a. ex, • - , a,7 , 7A3, , :.., r.. • • SEE DOOR SCHEDULE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER PER MALL REQUIREMENTS RESTROOM SIGN ADA COMPLIANT • . • SEE DOOR SCHEDULE • OBTAIN C/O APPROVALS IN WRITING A.W.A. I''id1 K r : ! `',' f'I CODE-RELATED SIGNAGE ANY ANY DOOR OR • • TOILET ROOM DOOR/ FRAME /HARDWARE • • PER INSPECTOR'S REQUIREMENTS SECURE SIGN PERMIT(S) FLOATING" CLOUDS CEILING ELEMENT • • ® • • IN STOCKROOM & CORRIDOR AS REQUIRED FOR ANY SIGN REQUIRING SUCH "'� ('" '' "'ss ' ,; SLOTTED POSTS ARE (F'.°T :I' C.)°`' a''�'' '' tl Kam„ 2 x 2 CEILING GRID AND TILES • DOORS F.T.I.C. / FRAMES & HDWR. F.T.I.C. • • • • PATCH /INFILL MALL FLR'G FLOOR CORING /CONC. INFILL /PATCH ETC. 6" PAINTED WOOD SASE. (P -U (.0.I.G.) • B -2 • 1 '' FC°; = :"(;•.; =': CONCRETE SEALER JOHNSONITE #40 - 4" HIGH X I/8" THICK WALL BASE (F.C.I.G.) navriae aeraeesera' :,- e:aa. anMassen.,- ,aua.. wm - r - - 7 . ar- e4e,.. ,,w. .xa . .. a ce2 :- := . :vrv. :rvs- ...;:,,---;.;a. ex, • - , a,7 , 7A3, , :.., r.. • . SEE DOOR SCHEDULE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER . ... _. SHT. VINYL Q TOILET RM. • . • SEE DOOR SCHEDULE • OBTAIN C/O APPROVALS IN WRITING A.W.A. I''id1 K r : ! `',' f'I VINYL WALL BASE • • TOILET ROOM DOOR/ FRAME /HARDWARE • SPRINKLER SYS. PLANS/ PERMIT/ FEES REDUCER STRIPS/ STRIP -., _ ^_ ...._ ... FLOATING" CLOUDS CEILING ELEMENT • • ® • • IN STOCKROOM & CORRIDOR AS REQUIRED CONCRETE FLOAT "'� ('" '' "'ss ' ,; SLOTTED POSTS ARE (F'.°T :I' C.)°`' a''�'' '' tl Kam„ 2 x 2 CEILING GRID AND TILES • DOORS F.T.I.C. / FRAMES & HDWR. F.T.I.C. • • • • PATCH /INFILL MALL FLR'G i „ °'w:µ: . • • KEY ALL DOORS ALIKE CO TURNOVER • ® CONTACT MALL MANAGER FOR SPECS. MALL FLOORING (IF REQ.) WIRE GRID TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING. . ■■ ACCESS PANELS AS REQ'D FOR MOTORS /VAV /ETC. • ,^ �'' • >- VINYL FLOORING • • ■■ • • PER INSPECTOR REQ'D _ • �, MAR 1 2 2008 � ' w r .` ` . r, r TERRAZZO • • • F.R. SEAT CUSHION SUB - CONTRACTOR LIST AND WARRANTIES • • PROVIDE TO OWNER AT TURNOVER B -1 6" PAINTED WOOD SASE. (P -U (.0.I.G.) • B -2 6" COVED SHEET VINYL BASE W/ ALUM TRIM GAP. (IN TOILET ROOM) COLOR: "BLACK" (F.C.1.G.) 1 '' FC°; = :"(;•.; =': B-3 ,,„,.: •t"r JOHNSONITE #40 - 4" HIGH X I/8" THICK WALL BASE (F.C.I.G.) navriae aeraeesera' :,- e:aa. anMassen.,- ,aua.. wm - r - - 7 . ar- e4e,.. ,,w. .xa . .. a ce2 :- := . :vrv. :rvs- ...;:,,---;.;a. ex, - ° :na - , a,7 , 7A3, , :.., r.. ORPSOFDFITS ICINGS • • 1 '' FC°; = :"(;•.; =': PAINT AT EXPOSED DECK AT PUBLIC AREAS • • • SEE DOOR SCHEDULE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER . ... _. DEMO /PREP OF EXPOSED DECK MAKE READY TO PAINT • . • SEE DOOR SCHEDULE HALLWAY & STOCK DOOR /FRAME/HARDWARE OBTAIN C/O APPROVALS IN WRITING A.W.A. I''id1 K r : ! `',' f'I FRAMING /GYP. BD./ PAINT & PLYWOOD AT TOILET • TOILET ROOM DOOR/ FRAME /HARDWARE • SPRINKLER SYS. PLANS/ PERMIT/ FEES • -., _ ^_ ...._ ... FLOATING" CLOUDS CEILING ELEMENT • • ® MODIFY SPRINKLER SYS. • • AS REQUIRED "'� ('" '' "'ss ' ,; SLOTTED POSTS ARE (F'.°T :I' C.)°`' a''�'' '' tl Kam„ 2 x 2 CEILING GRID AND TILES • DOORS F.T.I.C. / FRAMES & HDWR. F.T.I.C. • • • i „ °'w:µ: . • • KEY ALL DOORS ALIKE CO TURNOVER ® • WIRE GRID TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING. TRASH REMOVAL/ DUMPSER RENTAL ROOF PENETRATIONS FEE'S L AS REQUIREDT AND ■■ ACCESS PANELS AS REQ'D FOR MOTORS /VAV /ETC. 0.0 ,^ �'' • >- , � �� • REAR DOOR AND FRAME 0 00 0 : • SEE DOOR SCHEDULE REAR DOOR HARDWARE • • • SEE DOOR SCHEDULE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER SEE DOOR SCHEDULE FOR HOOK SPEC FINISHES /MATERIAL (NOT COVERED ELSEWHERE) • . • SEE DOOR SCHEDULE HALLWAY & STOCK DOOR /FRAME/HARDWARE OBTAIN C/O APPROVALS IN WRITING A.W.A. LEAVE IN BOXES (OPENED & UNWRAPPED) ALL PRIMERS, PAINTS, SEALERS • TOILET ROOM DOOR/ FRAME /HARDWARE • SPRINKLER SYS. PLANS/ PERMIT/ FEES • CAULKS SILICONES/ MASTIC /ADHESIVES • • DRESSING ROOM DOORS/ FRAMES/HARDWARE MODIFY SPRINKLER SYS. • • AS REQUIRED • • • DOORS F.T.I.C. / FRAMES & HDWR. F.T.I.C. KICKPLATES • • • • • KEY ALL DOORS ALIKE CO TURNOVER ® • WIRE GRID TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING. TRASH REMOVAL/ DUMPSER RENTAL ROOF PENETRATIONS FEE'S L AS REQUIREDT AND ■■ ACCESS PANELS AS REQ'D FOR MOTORS /VAV /ETC. 0.0 ,^ �'' • >- , � �� • MISCELLANEOUS ( CONST) OBTAIN INSPECTIONS •, PROVIDE AS -BUILT COPY OF JOB SITE PLANS. ■■ • • PER INSPECTOR REQ'D _ �, MAR 1 2 2008 � ' w r .` ` . r, r RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS • MIRRORS • • CONSTRUCTION SITE PHONE AND FAX HOOKS ON DOORS • • • • PROVIDE INFORMATION TO TORRID AND ARCHITECT. CONSTRUCTION SITE DIGITAL CAMERA SEE DOOR SCHEDULE FOR HOOK SPEC FINISHES /MATERIAL (NOT COVERED ELSEWHERE) • . • • • OBTAIN C/O APPROVALS IN WRITING A.W.A. LEAVE IN BOXES (OPENED & UNWRAPPED) ALL PRIMERS, PAINTS, SEALERS • • SPRINKLER SYS. PLANS/ PERMIT/ FEES • CAULKS SILICONES/ MASTIC /ADHESIVES • • CHANGE ORDERS NOT PROCESSED WITHOUT A.W.A. #'S. MODIFY SPRINKLER SYS. • • AS REQUIRED 3 -WAY MIRROR SECTIONS • • • MALL DEPOSIT/ INSURANCE WAIVERS • • METAL STUDS BENCHES • • • PAINT BLACK GLOSS PICK -UP PERMIT/ PAY PERMIT FEES • • CONSTRUCTION SITE PHONE AND FAX CASH WRAP/ BACKWRAP • • • • PROVIDE INFORMATION TO TORRID AND ARCHITECT. CONSTRUCTION SITE DIGITAL CAMERA G.C. TO ASSEMBLE AS REQUIRED LOOSE HARDWARE AND SHE SHELVING • . • • PROVIDE WEEKLY E -MAIL PHOTO'S. . TO TORRID OBTAIN C/O APPROVALS IN WRITING A.W.A. LEAVE IN BOXES (OPENED & UNWRAPPED) • • • SPRINKLER SYS. PLANS/ PERMIT/ FEES • RECEIVING HARDWARE/ FIXTURES INTO STORE • • • CHANGE ORDERS NOT PROCESSED WITHOUT A.W.A. #'S. MODIFY SPRINKLER SYS. • • OFFLOAD FROM TRUCK (NOT DAY LABOR) UNPACK/ DISPOSE OF FIXTURE WRAPPINGS • • VERIFY MALL'S REQUIRED CONTRACTOR MALL DEPOSIT/ INSURANCE WAIVERS • • ACCESSORY PANELS • JANITORIAL SERVICE / FINAL CLEANING • �,�• -• - WIRE GRID TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING. TRASH REMOVAL/ DUMPSER RENTAL ROOF PENETRATIONS FEE'S L AS REQUIREDT AND ■■ ■ 0.0 ,^ �'' J' >- , � �� , ' _ . _- MISCELLANEOUS ( CONST) OBTAIN INSPECTIONS •, PROVIDE AS -BUILT COPY OF JOB SITE PLANS. ■■ • • _ ' . r _ �, MAR 1 2 2008 � ' w r .` ` . r, r RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS • PERMIT CENTER F.R. SEAT CUSHION SUB - CONTRACTOR LIST AND WARRANTIES • • PROVIDE TO OWNER AT TURNOVER AND GRAPHICS TEMPORARY BARRICADE • COORDINATE WITH LANDLORD AND MALL. G.C. F'ROJL.CI MGR. SHE. VISITS DURING CONST. • AS REQUIRED: MINIMUM (1) AT HELD REPORT. COMPLIANCE TO TENANT TURNOVER REQUIREMENTS AUDIO SYSTEM • • COORD. CLOSELY WITH TENANTS VENDOR FOR INSTALLATION SCOPE. P.O.S. SYS. (DATA AND TELEPHONE EQUIPTMENT) • • ,1 G.C. TO ASSIST BY INSTALLING SHELVING AT CASHWRAP. BARRICADE GRAPHICS • I ROLLING FLOOR FIXTURES (PRE- FABRICATED) • . AS REQUIRED CASH WRAP/ BACKWRAP • • • G.C. TO ASSEMBLE AS REQUIRED LOOSE HARDWARE AND SHE SHELVING . • • • LEAVE IN BOXES (OPENED & UNWRAPPED) CURTAIN 8c RODS • • • & ACCESSORIES RECEIVING HARDWARE/ FIXTURES INTO STORE • • • OFFLOAD FROM TRUCK (NOT DAY LABOR) UNPACK/ DISPOSE OF FIXTURE WRAPPINGS • ® • ACCESSORY PANELS • • �,�• -• - WIRE GRID sss 000 CFI l' ..t• I i : . GO - BACK BAR MAR 1 2 2008 ARTWORK PERMIT CENTER F.R. SEAT CUSHION • • 42” CORNER GUARDS • . AS REQUIRED TABLE /FILE CABINET /MISC • • ON SUPPLY TRUCKS HANGRODS SURFACE MTD. STANDARDS, • • SEE SPECIFICATION THIS SHEET SHELF BRACKETS AND SHELVING • • SEE SPECIFICATION THIS SHEET BACKING FOR ALL ITEMS LISTED ABOVE • . AS REQUIRED FOR SECURE ATTACHMENT MANAGER'S DESK / MARKETING STORAGE • • FINISH SCHEDULE PANT NOTE: CLASS INTERIOR AND A MAX. SMOKE DENSITY OF 450 SPREAD OF METAL FINISH PLASTIC LAMINATE I . 1 MANUFACTURER: "NEVAMAR" STYLE: "SMOKEY WHITE GLOSS" AREA: SLATWALL - ACCESSORY AREA • y:Lr�, wa. .reran; "T ".•m,�..,, rn :� w: ,.�,. . SALES AREA FLOORING BASE FLOORING Cyr -1 CS-1 VF-1 NZ.; 4410E.114mr 041.5,1c DAG TILE #SKUCHIO -100116" X16" POLISHED CERAMIC TILE. COLOR: "SANTA REGINA" GROUT: TEC- COLOR- WHITE. SURTEGH # GS -612 WITH # 575 CONCRETE SEALER APPLICATION NOTES: STOCKROOM, EXIT CORRIDOR. (F.G.I.G.) TOILET ACCESSORIES MANUFACTURER: "LC, PLOORIN6 4" SLATS" STYLE: "DPW -5513" AREA: SALES AREA (P.O.I.C,.) NOTE: ADHESIVE - LG GHEM - 2100 LATEX OR LG GHEM -3100 EPDXY 6.C,. TO PERFORM A CALCIUM CHLORIDE TEST ON ALL GRADE CONCRETE FLOORS. TEST RESULTS HIGHER THAN SLBS OF MOISTURE WILL REQUIRE A VAPOR BARRIER. VAPOR BARRIER SPEC TBD. OPTION 2 - WET MAINTAINANGE SYSTEM * SCRUB OR MOP WITH NEUTRAL PH (7 -8.5) DETERGENT SUCH AS JOHNSON DIVERSEY "STRIDE" OR TASKI "R -50" OR EQUIVALENT. IF THE SOIL IS GREASE OR OIL IN NATURE USE A DEGREASING DETERGENT SUCH AS JOHN DIVERSEY "J- SHOP" OR TASKI "PROFI" OR EQUIVALENT. * APPLY GLEANING SOLUTION WITH A MOP AND BUCKET (DO NOT FLOOR THE FLOOR, USE AS LITTLE WATER AS POSSIBLE) AND SCRUB USING A ROTARYSGRUBBErR WITH SCRUBBING PAD OR USE AUTOMATIC SCRUBBER WITH SCRUBBING PAD. * PICK UP SOLUTION WITH A WET VAC. RINSE WITH GLEAN WATER. ARMSTRONG, WHITE COMMERCIAL FLR'G W/ INTEGRAL COVED BASE ® TOILET RM. KEY DESCRIPTION D -1 D -2 D -3 D-4 D - D -6 E°_NTRY DODRS DOOR SCHEDULE DOORS: PAIR 3' -0" x 8' - 0" HINGES: 2 PAIR OF BUTT HINGES. BRUSHED CHROME. LOCKS / LATCHES: DEAD BOLT WITH BEST SEVEN PIN CYLINDER. PULLS: .HMI WIRE PUSH / PULL. NO. GT 110 -I" DIA. -a" CENTERS (OR EQUAL) CENTER 0 36" A.F.P. SIGNAGE: SIGN ABOVE DOOR STATING IN I" HIGH LETTERS ON A CONTRASTING BACKGROUND "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WHEN REQUIRED BY CODE NOTES: • MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO REQUIRING AUTHORITIES AMP / OR TO PARTIES AT THE OWNERS DIRECTION FOR APPROVAL PRIOR TO ORDERING DOOR SYSTEM. • PROVIDE FLOOR STRIKES (HOLD OPENS) SO THAT DOORS MAY LOCK DOWN INTO THE FLOOR IN THE OPEN POSITION AS SHOWN ON PLAN. HANDICAP FITTING ROOM DOOR: F.T.I.C. DOORS: - F.O.LG. 3'--0" x 5' -O" x 13/4" CUSTOM WOOD FITTING ROOM DOOR BY OWNER'S VENDOR FRAME: - F.O.I.C. 3' -0" X 7' -O" TIMELY 'C' SERIES K/17 IS GA. STEEL DRYWALL PRAMS EMBOSSED FOR I PR. BUTTS. COLOR: FACTORY PRIMER - READY FOR PAINT HINGES: P.O.I... I PAIR (2) "BOMMER" #L34311G -450 FULL MORTISE SINGLE ACTING SPRING HINGES. EA. HINGE USES (4) #12 X I -I/4" WOOD SCREWS ON DOOR SIPE AND (4) #I2 - X 1/2" MACHINE SCREWS ON FRAME SIDE. www.bammer.00m LOCKS / LATCHES: F.O.I.C. PRIVACY SET, SGHLAGE, VANDLGARD KEYED LEVER LOCKS, STYLE " ATHENS" FINISH #625 POLISHED CHROME. NOTES: • INSTALL (I) CLOTHING HOOK AT 60" A.F.F ( 48" AT H.G. F.R. ). SEE INTERIOR ELEVATIONS COLOMBO DESIGN BY IRONMONGER (800) 62I -1931 - KHALA WALL HOOK MHI7 - FINISH IN U526 BRUSHED CHROME. • (8) EXTRA KEYS TO BE FURNISHED FOR OWNER. FITTING ROOM DOORS: F.T.I.C. DOORS: - F.O.I.C. 2' -6" x 5' - x 1 3/4" CUSTOM WOOD FITTING ROOM DOOR BY OWNER'S VENDOR FRAME: - F.O.I.C. 2'-6" X 7' -O" TIMELY 'C' SERIES K/D IS GA. STEEL DRYWALL FRAME EMBOSSED FOR I PR. BUTTS. COLOR: PRIMER - READY FOR PAINT HINGES: P.O.I.G. !PAIR (2) ' OMMER" #L154311G -450 FULL MORTISE SINGLE ACTING SPRING HINGES. EA. HINGE USES (4) #12 X I -1/4" WOOD SCREWS ON DOOR SIDE AND (4) #12 -24 X 1/2" MACHINE SCREWS ON FRAME SIDE. www.bommer.com LOCKS / LATCHES: F.O.I.C. PRIVACY SET, SGHLAGE, VANDLGARD KEYED LEVER LOCKS, STYLE " ATHENS" FINISH #625 POLISHED CHROME. NOTES: • INSTALL (I) CLOTHING HOOK AT 60" A.F.F ( 48" AT H.G. F.R. ). SEE INT. ELEVS. COLOMBO DESIGN BY IRONMONGER (800) 621 -1937 - KHALA WALL HOOK MHI7 - FINISH IN US26 POLISHED CHROME, • (8) EXTRA KEYS TO BE FURNISHED FOR OWNER. SALES AREA TO HALLWAY / HALLWAY TO STOCKROOM: DOOR: - F.T.I.C. 3' -0" x 1' -O" x 13/4" SOLID GORE WOOD DOOR. FRAME: - F.G.I.G. 3' -O" X 7' -O" TIMELY 'C' SERIES K/D IS GA. STEEL DRYWALL FRAME EMBOSSED FOR I -1/2" PR BUTTS. COLOR: PRIMER - READY FOR PAINT HINGES: I -1/2 PAIR P13-R. -RP 4" x 4" POLISHED CHROME (3/BOX) 345 LOCKS / LATCHES: FALCON #13IOIX626 LEVER TYPE PASSAGE SET. POLISHED CHROME W/ CHROME STRIKE. SIGNAGE: NO "EMPLOYEES ONLY" SIGNAGE ALLOWED AS THIS IS A REQUIRED EXIT DOOR. CLOSER: NORTON #1603 ALUMINUM DOOR CLOSER W/ FO DEG. HOLD OPEN NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) • PROVIDE 12" x 32" STAINLESS STEEL KICK PLATE. SEE INTERIOR ELEVATIONS STOCKROOM TO TOILET ROOM DOOR: x NEW ❑ EXISTING - PROVIE2E AS NOTED BELOW IP EXISTING IS UNSUITABLE. DOORS: 3' -O" X 1' -0" x 13/4" SOLID GORE, PAINT GRADE WOOD DOOR. FRAM: F.G.I.G. 3' -O" X1 TIMELY 'C' SERIES K/D IS GA. STEEL DRYWALL FRAME EMBOSSED FOR I -1/2 BUTTS. COLOR: PRIMER - READY FOR PAINT HINGES: I -1/2 PAIR PS -RC -RP 4" x 4" SATIN CHROME (3/BOX) 343 LOCKS / LATCHES: FALCON LEVER TYPE PRIVACY SET. SATIN CHROME W/ CHROME STRIKE. SIGNAGE: PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AS REQUIRED BY CODE CLOSER: NORTON NO. 1603 ALUMINUM DOOR CLOSURE. W/ 1O° HOLD OPEN NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W PLAN WHEN DOOR SWINGS TO WALL) • PROVIDE CLOTHES HOOK ON INSIDE @ 60" A.F.F. BOBRICK OR EQUAL REAR SERV ICE DOOR: E[ NEW ❑ E=XISTING - PRDY1i7E As NOTtG MOW IP EXI5TINtS IS UNSUITABLE. POOR: 3' -O" x 7' -O" METAL DOOR AND FRAME. LOCKS / LATCHES: NEW DETEX V4OXEB PANIC / ALARM HARDWARE W/ 7 -PIN MORTICE CYLINDER SATIN CHROME STRIKE. (ALWAYS PROVIDE THIS UNLESS SUITABLE EXISTS) SIONASE: LABEL MALL SIDE WITH TENANT'S NAME AND SPACE NO. PER LANDLORD'S REQUIREMENTS GLDSER: NORTON #1603 SINGLE DOOR KEEPER OR Er. VIEWER: CORBIN #2141 -US26D WIDE ANGLE SAFETY DOOR VIEWER OR EQ. NOTES: • TENANT'S G.G. SHALL MAINTAIN TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A FIRE RATING OF NOT LESS THAN 60 MIN. WHEN TESTED. INSTALL GASKET MATERIAL AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON ALL SIDES. • PAINT MALL SIDE OP DOOR AND FRAME TO MATCH ADJGENT MALL'S F INISH OR AS DIRECTED BY THE MALL'S ON -SITE REEPRESENTITIVE. DOOR NOTES: I. DOORS: • HORIZONTAL SLIDING OR VERTIGLE SECURITY DOORS THAT ARE A PART OF A REQUIRED MEANS OF EGRESS SHALL CONFORM TO THE FOLLOWING: • THEY MUST REMAIN SECURED IN THE FULL OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. DOORS OR GRILLES SHALL NOT BE BROUGHT TO THE CLOSED POSITION WHEN THE=RE ARE MORE • THAN 10 PERSONS OCCUPYING THE SPACES SERVE=D BY A SINGLE EXIT OR 50 PERSONS OCCUPYING SPACES SERVED BY MORE THAN I EXIT. • THE DOORS OR GRILLES SHALL BE OPENABLE F ROM WITHIN WITHOUT THGE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. • WHEN TWO OR MORE EXITS ARE REQUIRED, NOT MORE THAN ONE HALF OF THE EXITS MAY BE EOUPIPED WITH HORIZONTAL SLIDING OR VERTICAL ROLLING GRILLES OR DOORS. • EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLE=DGE OR EFFORT. MAXIMUM PULL FORGES FOR INTERIOR AND EXTERIOR DOOR SHALL NOT EXCEED: 5 LBS. FOR INTERIOR DOORS 8.5 LBS. FOR EXTERIOR DOORS / I5LBS. FORGE FOR FIRE RATED DOORS PR. I I I I I • • • • • • • • • • • • • • • • • • / • • • • • • • • • • • • • • • • • • • • • • • • I EXTEND WASTE/ VENT LINES WITHIN SPACE EXTEND WATER LINES WITHIN SPACE LOCATE ACCESS WASTE STUB --UP I ITEM RESPONSIBILITY SCHEDULE FURNISIED INSTALLED O EXIST. SIGNS/ GRAPHICS MECHANICAL ROOF TOP UNIT ROOF TOP OPENINGS SUPPLY AND R/A DUCTWORK PER PLAN ALL DIFFUSERS / GRILLES THERMOSTATS FIRE DAMPERS TOILET RM. EXHAUST FAN AIR BALANCE REPORT BY INDEPENDENT CONTRACTOR PLUMBING / TOILET WATER CLOSET & LAV. SERVICE SINK DRINKING FOUNTAIN FLOOR DRAIN/ TRAP PRIMER WATER HEATERS(S) T.P. DISPENSER GRAB BARS MIRROR(S) MARLITE PANELS J- MOLDING BACKING FOR ALL ITEMS LISTED ABOVE AS REQ. ELECTRIC HAND DRYER ELECTRICAL WIRES ( ( ( • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LANDLORD DI TRIBUTION PANEL METER MAIN DISCONNECT AND FUSES CONDUIT TO SPACE EXTEND CONDUIT WITHIN SPACE WIRE TO SPACE DISCONNECT WITHIN SPACE PANEL " L " TRANSFORMER PANEL " H HOMERUNS/ CONDUITS LIGHTING CONTROLS: SWITCHES/ CONTACTORS LIGHT FIXTURES & LAMPS TEL. CONDUIT TO SPACE TELEPHONE TERMINAL BOARD/ PLYWD./ OUTLET PHONE & DATA CABLE PHONE TERMINATIONS ALL WIRING TO MARK CONDUITS & POWER FOR P.O.S. /PHONE SYS. /AUDIO HVAC SYSTEM WIRING LINE AND LOW VOLTAGE BUZZER SYSTEM LIGHT FIXTURE SUPPORTS UNISTRUT/ ALL - THREAD TEMP. LIGHTING/ POWER FINAL CONNECTION OF POWER TO SIGNS TIMECLOCKS AND WIRING MISCELLANEOUS REMARKS PROVIDE SERVICE/ MAINTENANCE AS REQUIRED REQUIRED FOR FINAL RETENTION WHEN REQUIRED BY CODE VERIFY AVAILABILITY FOR LOAD DEMAND G.C. TO UPSIZE IF REQ. VERIFY AT BID SEE ELECTRICAL FOR SCOPE NOT USED NOT USED BY MIDWEST LIGHTING G.C. TO EXTEND AS REQ. VERIFY SEE SCHEMATIC ON SHEET El BY OWNER'S VENDOR I I I I I I I I I ■ FURNISHED INSTALLED EXIST. ITEM STOREFRONT FLOORING / BASE WALLS DEMISING PART. STUDS DEMISING PART. DRYWALL ■ / G/ S) i • • • • • • • • • • • • • • • • SALES WALLS FRAMING BLOCKING /GYP. BD. TOILET ROOM FRAMING BLOCKING /GYP. BD. FITTING ROOM BLOCKING /GYP FURRING AROUND COLUMNS BLOCKING FOR DOORS WALL PREP. AND PAINT 12 -0" TALL RECESSED STANDARDS Q PERIMETER (SALE CEILING DOORS DRESSING ROOM / ALCOVE FIXTURES STOCKROOM RESPONSIBILITY SCHEDULE REMARKS PATCH AS NEEDED PATCH AS NEEDED G.C. TO PURCHASE THRU OWNERS SOURCE: REEVE STORE EQUIP. CO. 951 737 -8371 . k PW� "`. CODE C_ COPYRIGIiL NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. gmai �1 n SCALE: 5065 co ilk ro • _ C s • V c c in • • Q _ ■ � � • V Oft mNd ga 1 PROJECT No.: 2 0 ec DATE' SHEET: ' March 10th, 2008 NONE DRAWN BY: COVEY GROFF In U, 0 m O U, a u ' NI - o co o ea N O ▪ a Z ict In W CI J W V H mai 0 J Z a W 0� H all? I0 'Of A4 TRD- 07 -05cI 7 of IS PLUS SIZES F+1 480 998 7223 CONTRACTOR CONTRACTOR CONTRACTOR SPCL ACTION SPCL ACTION CONTRACTOR CONSULTING ENGINEER NO CHANGE LANDLORD LANDLORD BOX BEAM SCHEDULE KEY SPAN 1111 E31 B2 E B4 55 — (2) 6"x1 5/8 "x 18 GA (2) 8 "x I 5/85(18 GA (2) IO "xI 5/8 "x16 GA (2) 12 "x1 5 /8 "x14 GA (2) 12 "x l 5/55412 GA NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. , 1 , 1 i 1 1 1 1 1 I 1 - U 1.9-IS I L I POWDER - COATED, 15 BREAK METAL OVER 5/8" TYPE. 'X' GYP. BD. ON 3 5/8" X 20 GA. METAL STUDS ® 16" O G r / 1 - r r V :J %- � ` VA / / A r / /J r / x I I r r EXISTING MALL BULKHEAD vl- Ifl iv O - CONSTRUCTION ADJACENT TD NEUTRAL PIER WILL BE OPAQUE / { :- , i.. l -, j I IL I I,_ .: I 1 / / jJ V AW CONSTRUCTION ADJACENT TO NEUTRAL PIER WILL BE OPAQUE POWt7ER- GOATEE, 169a. BREAK METAL OVER GYP. STOREFRONT SURFACE = i 1/2" CLEAR TEMPERED GLASS TRANSOM ABOVE ENTRY. BOTTOM EDGE OF GLASS TO BE GROUND AND POLISHED — J- — ._.i _ I I =0 u` • JJI �� •' 1 ••••• -�:. �' �• / / '=f` 7 { /// f// iy su I / I / 1 yrr . Y;' T -�'F "& ik a7 . I ,7 "M'. ' . � ,s 7?Pe 7'f.7!'• ".'r C: i°1�'!r f „ - ry. 6 1 1/2" x 1/2" BLACK METAL REVEAL LINE OF DISPLAY MANNEQUINS - _ 0 0 O Q 1 I/2" GU=AR TEMP. GLAZING GRIND & POLISH ALL EXPOSED EDGES. r Fallir • �1 I % A / 7 / / , - 3 I :k I / s I . , E 1 L J { }/ ` `'i / / M' / � / I , , 1 , \ , = F O j 1 r 1 1 /// `• .� 1 • / / �I ���� STDREFRONT GRAPHIC BY OWNER. I/2" x I/2" BLACK METAL REVEAL fa Aft i / A 1/2" CLEAR TEMP. GLAZING GRIND $ PoL15H ALL K,'x; r r+ / go I ; / 1 I i,:'; `'" _ FIRE CABINET AI 1 �1_ Fr / VW EXISTING NEUTRAL PIER ..._ rr //I :. ;,v � ,y; „�.� , -117 a r '' y� 4 �7 �fi_' g it f �FP . r cY •y r A Mir 6" HIGH ALUMINUM BASE , POWDER COATED MF -2 AY ° V� � �' f� +r', i. 7 T ,-, m.s t r _ '�Yk ;s :i iCS. ,. � g � . t� Y?dV +,rF2 ry Vrg,4, y` g�a :�• s` -p,, r u r yy ;F _ BOX BEAM SCHEDULE KEY SPAN JOIST SIZE. E31 B2 E B4 55 1 I - m 1 1 1 1 I - O O 9 a 1 (2) 6"x1 5/8 "x 18 GA (2) 8 "x I 5/85(18 GA (2) IO "xI 5/8 "x16 GA (2) 12 "x1 5 /8 "x14 GA (2) 12 "x l 5/55412 GA NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. 5/8" TYPE "X" GYP. BD. OVER METAL STUDS. (VERIFY) 16 GA. BREAK METAL OVER GYP. BD. NF-I) 3/4" METAL REVEAL POWDER COATED WHITE. 3 5 /8 "xI I /4 "xI8 GA. CONTINUOUS METAL TRACK FASTENED WITH X10 SCREWS AT 12" O.G. STOREFRONT BEAM. REFER TO CHART BELOW. STOREFRONT REVEAL DETAIL I/5 2 -12 1/8 (2 -I2 v +fr + STOREFRONT BEAM DETAIL N.T.S. STOREFRONT BEAM. REFER TO CHART BELOW. SCALE: 5"=1'-0" 3 5 /8 "xl I/4 "x18 GA. CONTINUOUS METAL TRACK FASTENED WITH #10 SCREWS AT 12" O.G. SIMPSON S /H2.5 CLIP EA. SIDE. G.G. TO FILL ALL HOLES WITH #IO 5CEW5. (2) 3 5 /8 "xl 5/8 "x16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE. II NOTE: A SEPARATE SIGNA6E ° SUBMITTAL WILL BE REQUIRED FOR REVIEW AND APPROVAL. cia:e.L. =-I1. m6a 1ELL mss:: { +:a • DEMISING PARTITION. SEE SHEET Al —_ EXISTING NEUTRAL PIER 1/2" x 1/2" BLACK METAL REVEAL (2) 3 -5 /8" x 'a METAL STUD POST FOR BOX BEAM. SEE DETAILS SHEET A5 4"-- 6" HIGH ALUMINUM BASE POWDER COATED MF -2 12" STOREFRONT GRAPHIC BY OWNER. --� i 51 II IS" HIGH "TORRID” HEART LOGO ON GLASS. GLASS 5Y G.G., LOGO BY OWNER. STOREFRONT ELEVATION LINE OF CURVED SOFFIT ABOVE 3 "— 3 "— L. r i PAIR OF WOOD AND GLASS DOORS SEE SHEET Al 6' -3 1/2" BOTTOM OF ABOCHE CHANDELIER 8' -5" A.F.F. ENLARGED STOREFRONT PLAN 3' -0" X 8' -0" WOOD DOORS W/ TEMPERED GLASS LITES. HARDWARE (F.O.I.0.) 24' -3 1/2" I A I/4" MAX. ( TYPICAL BUTT JOINT 1 C/L GLASS BUTT JOINT EQUAL NO SILICONE 1 - 3 " 1/2" CLEAR TEMPERED GLASS GRIND 4 POLISH ALL EXPOSED EDGES EQUAL LINE OF STOREFRONT SIGN ABOVE ATTACHED TO SOFFIT. SEE STOREFRONT ELEVATION if SECTION CUSTOM PREFAB. SIGN UNIT ATTACHED TO S.F. SOFFIT SUBMIT SHOP DWGS. TO ALL REQ'D AUTHORITIES FOR APPROVAL. (SEE SHOP DRAWING FOR DETAILS PROVIDE CHROME GLASS CLIPS AS REQUIRED. GLASS MFGR. TO SUBMIT SHOP DRAWINGS AS REQ TO LOCAL AUTHORITIES. FINISH TO MATCH MULLIONS. MECHANICALLY FASTENED. L LINE OF SOFFIT ABOVE ", 12" I' -10° SCALE: I/2 "= I' -O" SCALE: 1/2 " =1' -0" DEMISING PARTITION. SEE SHEET Al EXISTING NEUTRAL PIER W/ FIRE CABINET 1/2" x 1/2" BLACK METAL REVEAL (2) 3 -5/8" X ISga. METAL STUD POST FOR SOX BEAM. SEE DETAILS SHEET A5 O i 4 CITY Lt 1 i_ir ;vOL, i MAR 12 2008 PERMIT CENTER ER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: 5065 co 01 cu = c +0 o C ++ w u c .c w 4,A ic IA i n %11 �I. ■ 72 ®a.+ ■ r■en a= 41 ‘ W rn CLM %A MD Imo DRAWN BY: PROJECT No.: 0 s DATE: March IOi:h, 2008 SHEET: 1/2"=r R.H. TRD 07 -03'1 u� a CC -a d. a ui It 2 N 0 a., Z PI V tO 0 + rti d1 Y En R O VI a m • A O ea E 0 - 0 MAR Io V13 A5 6 of IS PLUS SIZES F-1-1 480 998 7223 CONSULTING ENGINEER SUSPENDED AGGOUSTIGAL TILE CEILING. SEE SHEET A2 5/8" TYPE "X" GYP. E. 5/8" TYPE "X" GYP. BD. OVER 3 -5 /8" X 20 ga. MET. STUD SOFFIT FRAMING AT 16" O.C. TENANT EXISTING STEEL ROOF STRUCTURE. VERIFY DETAILS IN FIELD CEILING HANGAR WIRE SEE TYP. DETAILS 5/8" x 20 ga. MTL. STUDS @ 16" O.G. TENANT'S FINISH FLOOR ® STOREFRONT SECTION NEW OR EXISTING DEMISING PARTITION I -HOUR RATED WALL AND CEILING.: 6" x 20ga. METAL JOISTS 6 16" D.G. W/ 5/8" TYPE 'X' GYP. BD. APPLIED VERTICALLY W/ I" LONG #6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE S" O.G. AROUND PERIMETER AND 12" O.G. ON INTERMEDIATE STUD, WALLBOARD MAY BE APPLIED HORIZONTALLY TO 3 -3/8" METAL STUDS WHEN THE JOINTS ARE STAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZ. APPLICATION SHALL BE 8" O.G. AT VERT, EDGES AND 12" Q.G. AT INTERMEDIATE STUDS. .a /.1 . L t5� 0'7 ::J '1y42[hi9�r.::.Rt.: 6" X 20ga. METAL STUD 'JOISTS, 616" O.G. 1 -HOUR VESTIBULE Ju ar.u EXISTING CONCRETE SLAB 1 -HR. VESTIBULE CONT. IS GA. BOTTOM TRACK w/ 'HILTI' DM OR D5 SHOT PIN INTO SLAB AT 24" O.G. (I.G.B.O. #2388) ^^rrsa.�.,.us.naar-A,tur..0 WALL SECTION u SCALE: 1 " =1 8' -0 [STOCKROOM — LEASE LINE NEW OR EXISTING DEMISING PARTITION 3/4" FIRE TREATED PLYWOOD OVER 5/8" TYPE 'X' GYP. P. SCREW THRU TO STUDS W/ 2 -1/2" LONG SELF TAPPING COUNTERSUNK SCREWS AT 6" O.G. AT BOARD EDGES, & 12" O.G. FOR THE FIELD 1-HOUR RATED WALL AND CEILING.: 6" x 20ga. METAL JOISTS @ 16" O.G. W/ 5/8" TYPE 'X' GYP. BD. APPLIED VERTICALLY W/ I" LONG #6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" O.G. AROUND PERIMETER AND 12" O.G. ON INTERMEDIATE STUD. WALLBOARD MAY BE APPLIED HORIZONTALLY TO 3 -5/8" METAL STUDS WHEN • THE JOINTS ARE STAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZ. APPLICATION SHALL BE 8" O.G. AT VERT, EDGES AND 12" O.C. AT INTERMEDIATE STUDS. 6" X 2090. METAL STUD JOISTS. 616" O.G. I - HR. RATE 17 DOOR AND FRAME. SEE SHEET Al Il—HR. VESTIBULE EXISTING CONCRETE SLAB WALL SECTION 1 -HOUR VESTIBULE I NOTE: ANY BLOCKING USED IN STOREFRONT ■ CONSTRUCTION SHALL BE NON COMBUSTIBLE. - EXISTING MALL BULKHEAD 5/8" x 20 GA. METAL STUD DIAGIONAL BRACING @ 48" O.G. 6 45° TO STRUCTURE ABV. (AS SHOWN) 5/S" TYPE'X' GYP. BD W/ HIGH GLOSS PAINTED ENAMEL FINISH - 10" BOX BEAM SEE DETAIL 2/A5. - CUSTOM PREFAB. SIGN UNIT ATTACHED TO S.F. SOFFIT SUBMIT SHOP DINGS. TO ALL REQ'D AUTHORITIES FOR APPROVAL. (SEE SHOP DRAWING FOR DETAILS 1/2" CLEAR TEMP. GLAZING GRIND 4 POLISH ALL EXPOSED EDGES. MALL 6" HIGH ALUMINUM BASE POWDER COATED MF -2 — ' -01* (HALLWAY SCALE: 1"=1 SCALE: 1/2 " =1 -0" SUSPENDED AGGOUSTIGAL TILE CEILING. SEE SHEET A2 3/8" TYPE "X" GYP. BD. OVER 3 -3/8" X 20 eta. MET. STUD SOFFIT FRAMING AT 16" O.G. 1/2" CLEAR TEMPERED GLASS TRANSOM WINDOW. IN PAINTED WOOD STOPS PR. WOOD AND GLASS STOREFRONT DOORS. SEE SHT. Al EXISTING STEEL ROOF STRUCTURE. VERIFY DETAILS IN FIELD CEILING HANGAR WIRE SEE TYP. DETAILS 3 5/8" x 20 ga. MTL. STUDS @ 16" O.G. STOREFRONT SECTION 4'-2" 4 1 -0 " PLAN VIEW 3/4" THK. SINGLE SLOTTED MI7F SLATWALL MINIM 4' -O 3/4" ELEVATION TYP. BOTH SIDES 3/4" CABINET TOP 5/4" X 3/4" 'L' ANGLE PAINTED WOOD BASE ACCESSORY WALL FIXTURES NOTE: SEE FIXTURE SHOP DRAWING FOR ;d MORE DETAILS. SIDE ELEVATION TYP. BOTH SIDES NOTE: ANY BLOCKING USED IN STOREFRONT III CONSTRUCTION SHALL BE NON COMBUSTIBLE. — EXISTING MALL BULKHEAD 3 3/8" x 20 GA. METAL STUD DI AGIONAL BRACING 6 48" O.G. Cal 45° TO STRUCTURE ABV. (AS SHOWN) 10" BOX BEAM SEE DETAIL_ 2/A3. 3/8" TYPE 'X' GYP. BP W/ HIGH GLOSS PAINTED ENAMEL FINISH 5/8" TYPE "X" GYP. BD. OVER 6" X 20 ga. MET. STUD SOFFIT FRAMING AT 16" O.G. GHANDILIER AT ENTRY. SEE ELEVATION 1/2" CLEAR TEMP. GLAZING GRIND 4 POLISH ALL EXPOSED EDGES. MALL LEASE LINE 6" HIGH ALUMINUM BASE POWDER COATED MF -2 5/4" CABINET TOP 1' -'i I/2" dig 5/4" X 5/4" 'L' ANGLE 3/4" THK. SINGLE 5LOTTE), MPF SLATWALL PAINTED WOOD BASE P -I ;1. cy in SCALE: 1/2"=1'-0" r EVTW.1. OD PUP„ I MAR 1 2 2008 PERMIT CENTER CITY SCALE: 1/2" = I' -O" COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form. arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: DRAWN BY: PROJECT No.: 5065 co �rnrr i® 00 c L w _—C to C to t o w • I n ■ vira TU Z via Win cu OS fil CLM Pi fin W Inn z 0 DATE' : March 10th, 2008 SHEET: R.H. 1/2"=, I '-0" A5 NAP 10 "Oft E O -C TRD -O"1 -03 or of IS STOCK ROOM FINISHES NOT ALL AREAS IN STOCK ROOM AREA MAY BE ELEVATED. THE FOLLOWING ARE THE STANDARD 'FINISHES FOR THESE AREAS: P -2 ALL EXPOSED GYP. BD SURFACES - TO DECK P -2 DOORS AND FRAMES - SEMI GLOSS El-1 WALL BASE IN ALL AREAS CS -1 FLOOR: CONCRETE SEALER LINE or PONYWALL ON TOILET ROOM PLATFORM NEW SERVICE SINK BY TENANT G.G. NEW H.G. DRINKING FOUNTAIN BY TENANT G.G. SURFACE MOUNTED WALL STANDARDS AND BRACKETS. SEE INTERIOR ELEVATIONS NEW SERVICE DOOR AND VESTIBULE. SEE SHEET Al. LINE OF PONYWALL ON HALLWAY PLATFORM H.G. TOILET ROOM WITH FIXTURES 4 ACCESSORIES ELECTRICAL EQUIPMENT SEE ELECTRICAL DRAWINGS STOCK ROOM DESK/ SHELVING/ - ruse STORAGE UNIT. F.O.I.C. FIXTURE I FLOOR FINISH PLAN NOTE: ALL SLOTS IN RECESSED WALL STANDARDS TO BE ALIGNED WITH A LASER LEVEL OR SIMILAR METHOD. (I) 2AIOBG FIRE EXTINGUISHER BY TENANT G.G. LINE OF SOFFIT "CLOUD" ABOVE (FOR REFERENCE) NOTE: MAINTAIN MINIMUM 36" AISLES BETWEEN FIXTURES. PER A.D.A. REQ. a. . MOSE TYP. FREESTANDING SEAT IN PITTING ROOM. SEE INTERIOR ELEVATIONS NOTE: ALL OVERAGES OF TENANT SUPPLIED ITEMS ARE TO BE STORED IN STOCKROOM LOFT *G.C. NOTE: G.C. TO REVIEW BILL OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES OR SHORTAGES ARE TO BE INDICATED AT RECEIPT, OR WITHIN 24 HOURS. FAILURE TO DO SO WILL REQUIRE G.C. TO CONTACT VENDORS LISTED AND PURCHASE SAID ITEMS AT G.C. COST. • 4 FACE -OUT ON RECESSED STANDARDS AT 24" O.G. (TYP.) AS INDICATED _- 1 __ ....F� fT•INGUISI ICR $Y a 11 1 ._..._. ,L - 'TENANT' dr.0 '198 . +, i f- .�-'_ e e4 a,y �:'ti�in EIS., ' ! , , M 9'w + lt.. ! r r w I00' -Q" - LEASED DIMENSION VARIOUS FREESTANDING FLOOR DISPLAY AND MERCHANDISE FIXTURES PER OWNERS SPECS. 1 FLOAT UP TO CERAMIC TILE FLOORING PER PLAN SHEET VINYL FLOORING IN TOILET ROOM 0 _.. _ _ , M,, ., _5E GO T D CABINETS SY r5ENERAL GONTRAGTOR,'". EE Al :TAIL QR SHEET f 1 .. eL ACCESSORY SLATWALL PANELS. F.O.I.G. DOOR IN CLOSED POSITION OPP. LEASE LINE VINYL TO CONC. TRANSITION FACE -OUT ON RECESSED STANDARDS AT 24" O.G. (TYP.) AS INDICATED IEEE to 11111 III Y n�rla lwl� mmii∎ � i► w s� ra,; s IIIIIIIil�,47� IIIIIIIII m III I U ].ff tl, fj I, 48 HANGER TITE XFMR ASV STOCK ROOM API AIWA 7Q7 0 0 PILE GAS. s SAFE 4- fi HALLWAY T.T..B. MIRROR__ WIz‘i \VIEW:a IT irk/ MINK • w• r rr t ,: 7,1]k-t, �f F � v f �l�,iaii?7,�,,�,i. ��.r1: +�v��r?.. Nit$- ?.GS &�P.(q•I:FLats ata. ,.+,_,. _1. �. , y Y iiMPAIRMBra ,f�'.: ,'r • ": i ;i•, :•1 is .y ;ems r.r h+r•SA _ ' ? . Z. ' q iSf4Wf - . - 4_v f TRANSACTION_ ..__..__.., SURFACE -44" AOC 16: ' hi • a 1 2 WD -I YS. .`<49 ��SSd''�r._u .si e •J:•. ;;d.. � ■ 1.11 CUSTOM_.. - ... ____.._ .GASHWRAP1 ' #'S!I II;°, ry L LLy 1 'malt 11 mfatiVfi, 6 _ \` P .a � a rt. XGtn�i.• �n.1.r.nII.M?r3� , nMIT I/8" ALUMINUM TERRAZO TRANSITION STRIP. SIZE AS REQUIRED. CERAMIC TILE PER PLAN EXISTING CONCRETE FLOOR SLAB CERAMIC TILE TO WOOD FLOORING N.T.S. 2" X 1/4" RUBBER TRANSITION STRIP CENTERED UNDER DOOR. EXISTING GONGRETE N.T.S. 53.E3KS7 •�.�•4•[4ier' 7.3d96n .. " lr . ,,.. ,_n ° rp i ,- '' i,:., t f:9� DURA SKRIM FIN COLOR, TYPE AND SIZE TO BE CHOSEN BY OWNER. (TYPICAL) STORE SIDE OF L.L. WOOD TRANSITION STRIP F.G.I.G. - PAINTED P -2 CONCRETE FLOOR SLAB MALL SIDE OF L.L MALL TILE TO CERAMIC TILE NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPECIFICATIONS WOOD FLOORING TO CONCRETE FLOORING PER PLAN SCALE: 1/4" = LEASE LINE CERAMIC TILE PER PLAN EXISTING MALL TILE AT LEASE LINE. EXISTING CONCRETE FLOOR SLAB I /S" ALUMINUM TERRAZO TRANSITION STRIP. SIZE AS REQUIRED, N.T.S. N.T.S. 2' -0" LEASE LINE LINE OF DISPLAY MANNEQUINS IN STOREFRONT STOREFRONT GLASS ON 6" HIGH BASE. LINE OF STOREFRONT SIGN ABOVE ATTACHED TO SOFFIT. SEE STOREFRONT ELEVATION 4 SECTION PAIR OF WOOD AND TEMPERED GLASS STOREFRONT DOORS. MALL LINE OF GLASS TRANSOM ABOVE, STOREFRONT GLASS ON 6" HIGH BASE. STOREFRONT GRAPHIC. BY OWNER. CITY MAR 12 ZUUU PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. IES DATE March 10th, 2008 SHEET: SCALE: DRAWN BY: CO Irm l� co 111. eV 0 2 6 V c s w •— 4-11 tas mc • 0 O 441. in z #4 CLM PROJECT No.: 5065 z 0 1/4"=1'--0" R.H. TRD -07 -03 L LLI tel 0 ca 0 0 V Z a In z 0 0 J LL W LL 0 0 fV E m s co o � I- WAR 10 Q A6 10 of 18 ■ \, \ O to ,f J F ,_ 4 5/8" GYP. ON 3 -5/6" MTL. STUDS AT 16" O.G. 1/2" GLR. TEMP. STOREFRONT GLAZING. V TOREFRONT HEAD DETAIL 1 L NOT USED (--- -- LEASE -LIN!~ 3 -5/8" X 20ga. METAL STUD DIAGIONAL BRACING @ 48" O.G. IN ALTENATE DIRECTIONS TO STRUCTURE ABOVE. AS REQUIRED 3 -5/8" X 20ga. METAL STUD SCAB TO TOP OF PARTITION AT EACH BRACE W/ (2) #10 SCREWS EA TO TOP TRACK. 3 -5/6" X 20sa. CONT. TOP TRACK (S) *10 SCREWS AT EACH CONN. 5/8" TYPE 'X' GYP BD PER PLAN. 8 T'YP. INT. PARTITION AT TOP EXISTING MALL. BULKHEAD 5/8" TYPE "X" GYP. BD. OVER 3 -5/8" X 20 ga. MET. STUD SOFFIT FRAMING AT 16" O.G. F.T. WOOD BLOCKING BY TENANT G.G. 3 -5/8" X 2082. METAL STUD FRAMING AT 16 "0.G. 10" BOX BEAM SEE DETAIL SHEET A5. RECESSED 3/4" CLEAR OR WHITE ANODIZED ALUMINUM GLAZING CHANNEL. SIGN BRACKET (WHERE OCCURS) SCALE: I- -1/2 "= 1' -0" SCALE: 1 I/2 "= I' -0" SCALE: I -I/2" = 1' -0" BLACK P.G. 1492. BREAK METAL CLADDING (MP -2) TYP. 4 SIDES WIRE MOLD ON SURFACE METAL DOOR FRAME W/ BREAK METAL CLADDING- METAL STUD FRAMING TUCK BREAK METAL HERE - TUCK BREAK METAL HERE WOOD DOOR SEE SHEET Al 5/8" TYPE 'X' GYP BD. 1/2" CDX PLYWOOD SUB SURFACE 1/2" CLEAR TEMPERED STOREFRONT GLAZING. ALUMINUM BASE BELOW W/ BLACK P.G. FINISH JAMB AT STOREFRONT DOORS EXISTING METAL PAN DECK VERIFY EXACT CONDITION. CONT. UNISTRUT P5000 HS ON TOP OF BAR JOISTS FIXED W/ UNISTRUT BEAM CLAMPS AT EACH CHORD. �j SEE SHT. Al T CONT. 3 -5 /8" x 20gi. TOP TRACK. SCREW TO UNISTRUT SUSPENDED SOFFIT WALL DETAIL EXISTING METAL PAN DECK VERIFY EXACT CONDITION. 3 -5/8" X 209a. MET. STUD SECTION ATTGHED TO UNISTRUT W/ (3). #10 SCREWS EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. 3 -5/5" X 20ga. MET. STUD DIAGIONAL BRACING iimummummlel L - � 6 311 CHANNEL NUT SCALE: 3 "= 1' -0" UNISTRUT P5000 HS BRACE BOLTED TO CONT. UNISTRUT cgi 2' -0" O.G. W/ UNISTRUT CHANNEL NUTS. EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. SCALE: 1"=. I' -O" UNISTRUT P5000 HS 6' - 0" O.G. AFFIX TO TOP CHORD OF TRUSS W/ UNISTRUT BEAM CLAMPS AT EACH END. BEAM CLAMP CHANNEL NUT TYP. DIAG. BRACING CONN. TO DECK SCALE: I -I/2" = I' -O" EXISTING NEUTRAL PIER 1/2" X 1/2 BLACK METAL. REVEAL LEASE LINE (2) 3 -5/8" X ISga. METAL. STUD POST FOR BOX BEAM. SEE DETAILS SHEET AS SEE SHT. 1-1 AI CONSTRUCTION ADJACENT TO NEUTRAL PIER WILL BE OPAQUE JAMB AT NEUTRAL PIER EXISTING METAL PAN DECK VERIFY EXACT CONDITION. EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. 2082 DEEP LEG TRACK W/ I" MIN OVERLAP. (I) #10 TEK SCREW [� EA. STRAP BRACING. (VERIFY EXACT COND. ® 48" O.G.) CONT. 3 -5/6" x 209a. TOP TRACK TOP OF FULL HT INT. 13' -0' TOP OF FURRING WALL EXISTING DEMISING PARTITION. SEE SHEET Al. --a/s" GYP. OVER 5 -5/6" METAL STUD FRAMING 1/4" BUTT JOINT 1/2" CLEAR TEMPERED STOREFRONT GLAZING ALUMINUM BASE BELOW W/ BLACK POWDER _ GOAT FINISH PARTITION 3 -3/8" X 2092. CONT. TOP TRACK - (I) I -1/2" LONG SELF TAPPING SCREW INTO EACH STUD/ 3 -5/8" X 209a. METAL STUD FRAMING AT 16 "0.C. 5/8" TYPE 'X' GYP BD PER PLAN. DEMISING WALL PER SHEET Al in SCALE: I -I/2" = I' -O" BEAM CLAMP CHANNEL NUT UNISTRUT P5000 HS a 6' -0" O.G. AFFIX TO TOP CHORD OF TRUSS W/ UNISTRUT BEAM CLAMPS .AT EACH END. SCALE: I "= 1' -0" SCALE: 3" = 1' -0" in in EXISTING DEMISING PARTITION. SEE SHEET Al. 5/6" GYP. OVER 3 -5/8" METAL STUD FRAMING 1/4" BUTT JOINT I/2" CLEAR TEMPERED STOREFRONT GLAZING ALUMINUM BASE BELOW W/ BLACK POWDER GOAT FINISH TENANT I JAMB AT NEUTRAL PIER 5" TO L.L. CONSTRUCTION ADJACENT TO NEUTRAL PIER WILL BE OPAQUE �(2) 3 -5/8" X 1892. METAL- S POST FOR BOX BEAM. SEE DETAILS SHEET AS 1/2" CLEAR TEMPERED STOREFRONT GLAZING. LEASE LINE MALL BLACK GASKET AS REQ. BOTH SIDES. HIGH BLACK POWDER GOATEI, FINISH ALUMINUM STOREFRONT BASE (MF -2) LINE OF FINISHED FLOOR STOREFRONT BASE DETAIL NO EXPOSED SCREWS ON FACE OR TOP OF BASE. •.„ :w:T-rrc•r .w..Fw . .c9s�aeva3sx l5Srak=9,t a22L �c uglier BENT STEEL SADDLE W/ EXPANSION ANCHOR TO EXIST. CONCRETE SLAB. 5/8" TYPE 'X' GYP BD PER PLAN 3 -3/8" X toga. METAL STUD FRAMING AT 16 "0.G. CONT. 20 GA. BOTTOM TRACK w/ 'HILT!' DN OR DS SHOT PIN INTO SLAB AT 24" O.G. (I.G.B.O. *2385) BASE PER PLANS LEASE LINE SCALE: I -1/2 "= SCALE: 3" = 1' -0" EXISTING NEUTRAL PIER 1/2" X 1/2" BLACK METAL REVEAL EXISTING CONCRETE SLAB CITY "r i ur +„sLA MAR 1 2008 PERMIT CENTER ER TYP. INTERIOR PARTITION (BOTTOM) SCALE: 3" = 1' -0" SCALE: DRAWN BY: PROJECT No.: 5065 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. oo oo Tom co L. OP 1 IJ +IP MC C C W ica V = � ton .Ii1A IA Mtn z D PATE' MOrch 10th, 2008 SHEET: AS NOTED R.hl. w - m 0 tp 0 Les rn V 0 Z un 1D In N to co co C N '.r C1 N al ; v Q 1 7 + A7 TRD -01 -032 II Of IS 3 -3/8" x 209d METAL STUDS EACH SIDE 5/5" TYPE 'X' GYP. BD RECESSED METAL WALL STDS C-LINE (TYP) g 2' -0" O.G. (F .G.I.G.) METAL STUDS (WHERE OCCUR) 5/5" TYPE "X" GYP. BD. OR GMU WALL SURFACE. (VERIFY) HEAVY DUTY DOUBLE SLOTTED SURFACE MTD. WALL STANDARD W/ BRUSHED ALUMINUM FINISH. SCREW TO FURRING STRIPS W/ SELF TAPPING FLAT HEAD SCREWS. F.C.I.G. I" X 4" FIRE TREATED HORIZONTAL WOOD FURRING STRIP AT 24" O.G. SCREW THRU GYP. BD TO EA. STUD USE SELF TAPPING FLAT HEAD SCREWS. USE TAPGONS IF ATTACHING TO A GMU SURFACE ALSO SEE TYP. INTERIOR ELEVATION FOR THIS CONDITION SURFACE MTD. STD - STCKROOM WALL STANDARD. SEE INT. ELEVATIONS 12" X 3/4" PART. BD SHELF. SCREW TO BRACKETS THRU PROVIDED HOLES SHELF BRACKET. F.O.I.G. STEEL HANGROD WITH RUBBER END CAPS. SCREW HANGROD TO BRACKETS W/ SELF THREADING SCREWS THRU PROVIDED HOLES. I" X 4" CONT. HORIZ. FIRE TREATED WOOD MOUNTING STRIPS OVER GYP. BD. AT 24" O.G. SHELF / HANGROD DETAIL #2 TEK #818 HEX HEAD SCREWS IN PROVIDED HOLES. •r. 1 rr % N DO NOT FLOATI LEAVE FACE OF STANDARD PROTRUDING I/16" (TYP.) RECESSED STANDARD - SALES AREA SCALE: FULL SIZE N.T.S. SCALE: N.T.S. 2 -I DRILL 5/32" HOLE FOR I/8" BOLT 4 LOCK NUT AFTER CEILING IS LEVELED. (4) I2GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EA. DIRECTION. MAIN RUNNER ANCHOR TO STRUCTURE ABOVE I2GA. VERTICAL HANGER WIRE @ 45" O.G. 5/4" EMT. COMP. STRUT TIGHT TO STRUGT. ABOVE. COMPRESSION STRUT REQ'D. ® EACH SEISMIC RESTRAINT 12' -0" O.G. EACH WAY. I" EMT NOTCH OVER MAIN RUNNER. GROSS TEE SUSPENDED STRUT DETAIL NOT USED APPROVED ADHESIVES: "MARLITE" #C -3'15 CONSTRUCTION MASTIC "MAGGO" LIQUID NAILS #LN601 "3M" CONSTRUCTION MASTIC TYPICAL SLATWALL ELEVATION SCALE: N.T.S. SCALE: I -1/2" = I'-0" SLATWALL INSTALLATION INSTRUCTIONS DO NOT DAMAGE OR WASTE SLATWALL. ADDITIONAL SHEETS OF SLATWALL WILL BE AT THE EXPENSE OF THE TENANT'S GENERAL CONTRACTOR. TENANT'S GENERAL CONTRACTOR TO PROVIDE QUANTITY TAKEOFF AT BID AWARD. ADHESIVE APPLICATION ALWAYS APPLY SLATWALL ADHESIVE TO THE BACK OF THE PANEL. BE SURE THE EXG SUBWALL IS POROUS, STRAIGHT, GLEAN 4 DRY SUCH AS DRYWALL OR PAD. EA 5 GALLON CAN OF ADHESIVE WILL COVER SOO SO FT. ADHESIVE IS EASIEST TO SPREAD AT 70"F. PLANKS MUST BE INSTALLED WHILE ADHESIVE IS FRESH (WITHIN 10 MINUTES). ADHESIVE ON PLANK FACE SHOULD BE REMOVED PROMPTLY WITH MINERAL SPIRITS. -APPLY ADHESIVE TO THE ENTIRE BACK OF PLANK USING NOTCHED SPREADER % COVERAGE OVER ENTIRE BACK OF PLANK EXCEPT APX I" AT PROVIDED. (100 EDGES). USE THE NOTCHES IN THE SPREADER TO GET THE EXACT DEPTH OF ADHESIVE. AVOID TOO HEAVY A COAT. TO ASSURE PROPER RIDGES WHEN SPREADING, KEEP NOTCHES OF SPREADER IN PAIL OF WATER WHEN NOT IN USE. HINT: POURING A LAYER OF WATER ON TOP OF SLATWALL G -3/5 IN THE CAN KEEPS ADHESIVE FRESH, REDUCES SOLVENT ODOR, EXTENDS OPEN TIME AND AIDS IN GLEANING THE SPREADER. COHESIVE TECHNIQUE: FOR FASTER EONDING, USE G - 515 AN17 THE FOLLOWING COHESIVE TECHNI TO I=NSURE TROUOI -E -FREE INSTALLATION. -APPLY THIN GOAT OF G -315 ADHESIVE TO THE WALL USING THE FLAT EDGE OF THE SPREADER, AND ALLOW TO SKIN OVER (APPROXIMATELY 10 -15 MINUTES). -APPLY ADHESIVE TO TO PANEL BACK. -APPLY PLANK TO THE WALL. FAN THE PLANK BY PRESSING AND PULLING IT FORM THE WALL. THIS RELEASES THE ADHESIVE SOLVENTS AND ALLOWS THE ADHESIVE TO SET UP MORE QUICKLY. PRESS THE PLANK FIRMLY TO THE WALL FROM TOP TO BOTTOM. CHECK TO SEE THAT IT IS PLUMB. CARTRIDGE ADHESIVE: IP USING CARTRIDGES G -316, YOU MUST APPLY IN A CARTRIDGE ADHESIVE: SERPENTINE PATTERN. APPLY A 1/4" BEAD AROUND THE ENTIRE PERIMETER AND THEN SNAKE DOWN THE PANEL EVERY 4" TO 6 ". COVERAGE: BO LINEAR PEET P>+S 10 oz. CARTRIDGE. (2) TUBES PER EA SHEET. PROVIDE SOME ADDED STRENGTH TO THE PANELS - INSTALLING DIRECTLY ONTO STUDS SHOULD BE FOR APPLICATIONS THAT DO NOT REQUIRE MAXIMUM LOAD CARRYING CAPACITIES. PANEL ADHESIVE 15 RECOMMENDED FOR MORE PERMANENT INSTALLATIONS. DRYWALL SCREWS OF THE PROPER LENGTH WORK THE BEST. DRIVE THE SCREWS THROUGH THE BACKS OF THE GROOVE (BE CAREFUL NOT TO DAMAGE THE GROOVE LIPS). FOR MAXIMUM LOAD LEVEL CAPACITIES, SCREWS SHOULD BE DRIVEN THROUGH EVERY OTHER GROOVE ( INCHES APART VERTICALLY) AND AT EACH STUD, OR FURRING STRIP (RECOMMENDED AT 16" OG). GUTTING TO SIZE SHOULD BE DONE WITH THE BLADE ENTERING THE GROOVED SIDE OF THE PANEL. THIS WILL HELP AVOID "CHIP- OUT ". FOLLOW THE MOUNTING INSTRUCTIONS SHOWN ON THE SACK OF THE PANELS. 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 -in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 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 ft2 (92.9 mz), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. 3/4" EMT. COMP. STRUT TIGHT TO STRUGT. ABOVE. GOMPESSION STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12' -0" O.G. EA. WAY. 11/2" G.R. CHANNEL AT 45" O.G. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. STRUT AT GYP. BD. CEILING NOT USED 1/4" BEAD g 4 " -6" O.G. TYPICAL ADHESIVE PATTERN ANCHOR TO STRUCTURE ABOVE. 1/4" PERIMETER OF SHEET. I2GA. VERTICAL HANGER WIRES a 45" O.G. EA. WAY. DASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING 15 LEVELED I" EMT (4) 12 GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EACH WAY. 7/5" METAL HAT CHANNELS AT I6" O.G. PERPENDICULAR TO G.R. CHANNELS. SCALE: N.T.S. SCALE: N.T.S. SCALE: I" = I' -O" 5" GROWN MOLD AT EA STUD rr - 4C 5/5" TYPE "X" GYP. BP. BOTH SIDES OVER 3 -5/5" METAL STUDS. —SLATWALL OR OTHER WALL FINISH (WHERE OCCURS) PER ELEVATIONS. (2) 3 -5/5 "X 20GA. METAL STUDS ( AT JAMB ONLY ) FIRE TREATED WOOD BLOCKING. 'TIMELY METAL DOOR FRAME AND JAMB DOOR, SEE SCHEDULE TYPICAL DOOR JAMB WALL SURFACE BEYOND I" X STAINLESS PHILLIPS HEAD SCREWS INTO -I-MOULD IN WALL@" O.G. - ALTERNATE SIDES. BASE PER PLANS CORNER GUARD DETAIL I" X I" X 45" BRUSHED ALUMINUM CORNER GUARD. P -I -I-MOULD IN WALL 6" STRAP — 6" STRAP SCREW LOCATION PER m MFR'S CRITERIA SLATWALL. SEAM - GLUE STRAPPING TO DRYWALL WITH LIQUID NAILS. I X HIGH BASE SCALE: I - I/2 I' -0" SCALE: NTS CITY yr A MAR 12 2008 PERMIT CENTER N.T.S. 5065 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. M amended december 1990. The protection includes, without limitation, fhe overall f orm, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: ® c c - 3 0 a 1 4 a al 0 stia 40 01 V L c ay— i c 0 14. ai • ac a eba g ta w 411 tin -V DRAWN BY: PROJECT No.: i 0 g DATE' March IOth, 2008 SHEET: AS NOTED R.H. 0 t#24 a, . v9 h 0 C CI 4 U IN N Ct E rn u o al Crl Z ; o l0 VI aa - .hd 71 � CO 7 F. • . A — I 0 1a 1 0 A8 TRD -07 -03 12 of IS MECHANICAL PLAN LANDLORD NOTES TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING UNIT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -I3. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. TENANT SHALL CONNECT A FIRE: SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE: WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZE SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REOUIREMENTS OF NFPA -I3. 0 0 0 0 0 0 0 0 10 11 12 13 14 KEYED NOTES 24x24, 10 "0 NECK CD -1. BALANCE TO CFM NOTED. NOT USED. 24x24, 22x22 NECK RG -1. T -STAT. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL MECHANICAL 7 DAY T -STAT. MOUNT THERMOSTAT AT 60" A.F.F. PROVIDE PLENUM RATED CONTROL WIRE AND MAKE SYSTEM FULLY FUNCTIONAL. DUCT SMOKE DETECTOR SHALL BE LISTED, LABELED AND INSTALLED PER IMC SECTION 606. EXTEND FULL SIZED CONDENSATE DRAIN LINE TO APPROVED RECEPTOR. 6 "0 TOILET EXHAUST DUCT TO LANDLORD'S CENTRAL EXHAUST. FULL SIZE SUPPLY AND RETURN AIR DUCTS DOWN THROUGH ROOF FROM RTU -1. NEW NOMINAL 8.5 -TON ROOFTOP ELECTRIC /ELECTRIC AC UNIT. PROVIDE NEW CURB. VERIFY WITH LANDLORD STRUCTURAL REQUIREMENTS FOR NEW RTU. ALL ROOF PENETRATION WORK TO BE PERFORMED BY L.L. APPROVED CONTRACTOR. 15x15, 10 "0 NECK CD -2. BALANCE TO CFM NOTED. 12x12, 10 "0 NECK CD -3. BALANCE TO CFM NOTED. 10x8, TG -1 MOUNTED HIGH ABOVE SALES CEILING. PROVIDE 60/40 SPLIT WITH BALANCING DAMPERS AND TURNING VANES. PROVIDE AND INSTALL MINIMUM 4'--0" OF RETURN AIR DUCT. PROVIDE FULL SIZE OPENING IN TO IN TO WITH 1/4" X 1/4" HARDWARE SCREEN. SCALE: I/4" = I' -0" CET Y MAR 12 2008 PERMIT CEN ER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form. arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ti SCALE: co two G � dl MEIN Qi — C V c s •- 0 -/ w igo fa , 1 w o �' cy > 0.on vl DRAWN BY: PROJ No.: IIIIII!Illll11N I IIII!IIIII!IIIII� IIIIIIIIIII IIIIIIIIIIIIIIIIII� 0 DATE: March 10th, .2006 SHEET: 1/4 " =1 -0" STAFF Lri m m O m 0 0 lA N Ui Co ra 0 N -C t o a) z u1 LO as g g a CD z F. I5 A ~ 0 W E o H D TRD -O 1 -OSq 13 of 15 MARK MANUFACTURER MODEL INDOOR BLOWER GROSS COOLING CAP EER HEATER (Kw) O.S.A CFM WEIGHT (LB) CFM "ESP HP SEN MBH TOT MBH ENT. AIR DBF WBF RTU -1 TRANS TSC102 3400 .5 1/4 80.1 105.0 80 67 10.3 18.0 700 835 CEILING DIFFUSER TITUS TDC STEEL 12x12" 9 "x9" FLANGE 4 -WAY OPPOSED BLADE RG -1 RETURN GRILLE TITUS 23R STEEL MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. ( "W.C.) MOTOR BAROMETRIC DAMPER DRIVE HP V /PH EF -1 TOILET ROOM BROAN 674 110 0.125 FRAC. 120/1 YES DIRECT CEILING DIFFUSER TITUS TDC STEEL 15 "x15" 14 "x14" FLANGE 4 -WAY OPPOSED BLADE CD -3 MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE BACK PAN SIZE BT TYPE FRONT BLADES DAMPER CD -1 CEILING DIFFUSER TITUS TDC STEEL 24 "x24" - LAY -IN - OPPOSED BLADE CD -2 CEILING DIFFUSER TITUS TDC STEEL 15 "x15" 14 "x14" FLANGE 4 -WAY OPPOSED BLADE CD -3 CEILING DIFFUSER TITUS TDC STEEL 12x12" 9 "x9" FLANGE 4 -WAY OPPOSED BLADE RG -1 RETURN GRILLE TITUS 23R STEEL 24 "x24" - LAY -IN - NONE RG -2 RETURN GRILLE TITUS 23R STEEL 14 "x14" - FLANGE - NONE TG -1 TRANSFER GRILLE TITUS 350RL STEEL 10 "x8" - FLANGE LONG NONE SINGLE DOUBLE ABBR. DESCRIPTION j j E====2F • RECTANGULAR DUCT C �} d • ROUND DUCT C C Jr r • 45 DEG. TAP: USE AT BRANCH DUCTS ONLY • DUCT SPLIT W /DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S r • CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH - if Jr • 90 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES -J' 1 Jr 111111 Jr WUll (I FLEXIBLE DUCT CONNECTION + J FD FIRE DAMPER / 7 ) r r r BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) I NEW TO EXISTING CONNECTION • SPIN-IN FLEX DUCT TAKE -OFF W /DAMPER r_ lir ;) r--+ • /1 SA SUPPLY AIR R - .._„ _� . y ; ^ ^ • X EXH EXHAUST AIR • / RA RETURN AIR MAR 1 2 2008 • R REL RELIEF AIR PERMIT CENTER • °A OSA OUTSIDE AIR • (D X T THERMOSTAT X: UNIT OR ZONE NUMBER • TQ X T THERMOSTAT W /SHERWOOD GUARD NEW ROOFTOP ELECTRIC /ELECTRIC A/C UNIT NOTES: 1. SIZE ALL UNITS ON SUMMER AMBIENT TEMPERATURE: 85 °F. 2. UNIT POWER: - VERIFY VOLTAGE/ PHASE WITH ELECTRICAL DRAWINGS. 3. COOLING CAPACITY, MINIMUM HEAT CAPACITY AND CFM ARE MINIMUM OUTPUT REQUIRED. ALL UNITS SHALL HAVE NO LESS THAN 98% OF THESE CAPACITIES. COOLING CAPACITY IS GROSS COIL CAPACITY REQUIRED (FAN HEAT NOT DEDUCTED). 4. PROVIDE NEW CURB, FILTERS AND FILTER RACK SIZED AT 500 FPM VELOCITY. 5. PROVIDE WITH 100% ECONOMIZER AND PROGRAMMABLE THERMOSTAT. 6. PROVIDE WITH GFIC. CONVENIENCE OUTLET. 7. PROVIDE WITH HAIL GUARD. NEW EXHAUST FAN SCHEDULE NEW GRILLE, REGISTER, AND DIFFUSER SCHEDULE NOTE: • PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED /HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. ritar , r7 COOLING OA DB COOLING IA DB HEATING OA ROOF U- FACTOR LIGHT DIVERS. VENT CFM - MIN OA VENT CFM /PERSON WALL AREA PEOPLE SENS HEAT SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LIGHT LOAD MISC LOAD WALL LOAD TOTAL SENSIBLE TOTAL COOLING LOAD SENS /TOTAL RATIO NOMINAL CFM SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD TOTAL SENSIBLE TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING LINE STRAP FLEXIBLE DUCT MAX. 4' -0" LENGTH LAY -IN CEILING A/C EQUIPMENT 24 GA. SHEET METAL COUNTER FLASHING ROOFING ROOF CONSTRUCTION HVAC LOAD SUMMARY SEE ARCH. DETAIL FOR CANT STRIP. ASHRAE DESIGN CONDITIONS 85 75 23 0.100 1.1 700 15.0 0 250 COOLING LOAD SUMMARY 8333 7595 20750 31240 5120 0 73037 HEATING LOAD SUMMARY 35697 11750 0 47447 Torrid Westfield Southcenter Mall Tukwilla, WA 98188 2500 SQUARE FEET TOTAL HEATING LOAD NOMINAL KW ELEC HEAT MINIMUM KW ELEC HEAT (BASED ON 15 DEG F RISE) 82915 BTUH 88 % 3350 CFM I 2" COOLING OA WB COOLING IA WB HEATING IA LIGHTING WATTS MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U-- -FACTOR PEOPLE LATENT LATENT HEAT GAIN PEOPLE VENTILATION TOTAL LATENT LATENT HEAT GAIN VENTILATION TOTAL LATENT 47447 BTUH 14 KW 16 KW ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP W/ TIGHTENING SCREW SECURE STRAP W/ SHEET METAL SCREWS 3" 0.0. MAX. WEATHERPROOF SEALING STRIP. PREFABRICATED CURB BY UNIT MANUFACTURER. WOOD CURB INSERT. TAPERED WOOD OR GALV. SHT. METAL, SHIM TO MATCH PITCH OF ROOF. MECHANICAL EQUIPMENT CURB 65 63 70 8321 1500 75 33 0.11 200 6667 3211 9878 24 "x24" "TITUS" MODEL # DAT, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3- LAY -IN DIFFUSER 0 0 SQUARE SUPPLY AIR DIFFUSER DETAIL N.T.S. NTS MECHANICAL GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLI- CABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRO- DUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT - PER DAMPERS, AIR EQUALIZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. DUCTWORK SHALL BE GALVANIZED SHEET METAL OF LOCK FORMING QUALITY WITH 2" THICK FIBERGLASS INSULATION WITH FOIL VAPOR BARRIER, ALL JOINTS AND SEAMS SHALL BE SEALED IN A MANNER TO PROVIDE A COMPLETE VAPORTIGHT ENCLOSURE. 24 GAUGE UP TO 30 ", 22 GAUGE - 30" AND OVER. ALTERNATE: STANDARD SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK. WITH 2" THICK FIBERGLASS INSULATION WITH FOIL VAPOR BARRIER, ALL JOINTS AND SEAMS SHALL BE SEALED IN A MANNER TO PROVIDE A COMPLETE VAPORTIGHT ENCLOSURE. 24 GAUGE UP TO 36 "93, 22 GAUGE -36" TO 50 ". FIRST 15 FT. OF DUCT FROM EQUIPMENT SHALL BE LINED 1" HEAVY DENSITY ACOUSTICAL INSULATION. 7. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTER- NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 90A LISTED, SHALL BE EQUIPPED WITH DAMPER - EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. 8. FLEXIBLE DUCTWORK SHALL NOT EXCEED 4 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS-SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. 9. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 10. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRI- THING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 11. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR LINES 1" AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1-1/4" AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR LINES 1 -1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 12. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2003. 13. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF AN INDEPENDENT AIR /WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT /OWNER AND LL FOR APPROVAL. 14. PROVIDE DUCT SMOKE DETECTORS IN RA DUCTS, TO OVER RIDE UNIT AND PROVIDE SHUTDOWN WHEN UPON DETECTION OF SMOKE. HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. .3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS WITH L.L.. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. COORDINATE WITH MALL REPRESENTATIVE FOR INTERLOCKING WITH MALL CONTROL SYSTEM (AS REQUIRED). DUCTWORK SYMBOLS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec, 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ITETTRg EP 12 SCALE: IIIIIIIIIIIIIIIII VIIIIIIIIIIII 11111111 IIIIIIIIIIIIIIII I IIIIIIIIIIIIII 0) I- C a) c 3 0 c o 1 a) co V • 75 0 •F+ ■ ■ - arr■r W w rD m PROJECT No.: a DRAWN BY: 00 CO crt CO ® C t o z 0 trl PATE: March IDth, 2008 SHEET: N.T.S. STAFF TRD -07 -03'1 t 0 E 0 14 of 18 1/2" HOT AND COLD WATER SCHEMATIC NTS MARK HWC LAV WH SS EDF F{ -1 2 "--(1) IL 3" VENT LINE THRU ROOF. FIELD VERIFY EXACT POINT OF CONNECTION. 2" 1- 1/2 "-.41) WCO (TYPICAL) NOTE: TENANT IS REQUIRED TO CONTRACT WITH WIGINTON CORP. FOR ALL SPRINKLER WORK WITHIN THE LEASED SPACE. BRIAN CRAWFORD AT 813-623-2333 EXT. 216 LANDLORD NOTES 2" 1 -1 WASTE AND VENT SCHEMATIC NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. :TF+r; ° • Ti 11:- f1. 33,: ti; =iT: iSlf''_:if;l'''.t3il'.� "'I:.`f TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE WITHIN THEIR SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER SERVICE PIPING. PLUMBING FIXTURE SCHEDULE FRONT PUSH PAD ACTIVATION 1 -YEAR WARRANTY NTS HOT WATER FULL SIZE A.S.M.E. CODED TEMP. & PRESSURE RELIEF VALVE DIELECTRIC UNION (TYP) FULL SIZE T & P DRAIN TO SERVICE SINK (SS) PROVIDE 24 "x24 "x4" DEEP 20 GA. GALVANIZED STEEL DRAIN PAN, WELD ALL SEAMS WATER TIGHT. PROVIDE 1" DRAIN LINE IN BOTTOM OF PAN, SEAL DRAIN LINE INTO BOTTOM OF PAN WATER TIGHT. COLD WATER WATER HEATER DETAIL MAY EXTEND AS A WASTE OR VENT CHROME WALLCOVER & SCREW. WALL PLUGGED TEE W /CLEANOUT FLOOR LINE 1/8" C.I.BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WALL CLEANOUT DETAIL SHUTT -OFF VALVE EXPANSION TANK "WATTS" # DET -5 1" DRAIN TO SERVICE SINK (SS) N.T.S. N.T.S. DESCRIPTION HANDICAPPED WATER CLOSET LAVATORY WALL HUNG 0.5 GPM FLOW ELECTRIC DRINKING FOUNTAIN FIXTURE SPECIFICATIONS MANUFACTURER AND MODEL NUMBER "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 "AMERICAN STANDARD" #0355.012 LU CERN ELECTRIC WATER HEATER SERVICE SINK "A.O. SMITH" #DEL -6 6 GAL. CAPACITY "FIAT" #SF -1 -F "OASIS" #PF8AM (SINGLE LEVEL) FITTING FLUSH TANK 1.4 GPF "RELIANT" #2385.063 SINGLE LEVER FAUCET 1500 W HEATING ELEMENT No. A -1 DECK -MOUNT FAUCET ACCESSORIES/ REMARKS VITREOUS CHINA, 17.25" HIGH ELONGATED BOWL, PROVIDE SOLID PLASTIC SEAT WITH OPEN FRONT AND COVER PROVIDE WITH "TRUEBRO" HAND( LAV - GUARD #102 P- TRAP AND WATER LINES INSULATION PER HANDICAP. REQMTS_ AERATOR, CAST GRID STRAINER, 1-1/4" O.D. TAILPIECE, CHROME FINISH 23 GPH @ 80 °F RISE SEE ELECTRICAL DRAWINGS FOR VOLTAGE /PHASE FOUR WHITE BAKED ENAMEL ANGLE LEGS FIXTURE CONNECTIONS COLD WATER 1/2" 1/2" HOT WATER 1 /2" WASTE 4" 2" VENT 2" 1 -1/2" QUANTITY OF FIXTURES 1 1 2" 1 /2" 1/2" 1 /2" 1/2" 1 /2" 2" 1 -1/2" 1 -1/2" 1 1 1 NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. 4" WASTE LINE TO EXTEND AND CONNECT TO LANDLORD 4" WASTE LINE. FIELD VERIFY EXACT POINT OF CONNECTION. SYMBOL W— D WCO EDF HWC LAV i. SS DESCRIPTION T i PLUMBING FLOOR PLAN SYMBOL NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING WH ON PLATFORM ABOVE TOILET ROOM BELOW STOCKROOM CEILING. 3/4" CW LINE TO EXTEND AND CONNECT TO EXISTING 3/4" CW LINE AT FORMER RESTROOM LOCATION. FIELD VERIFY EXACT POINT OF CONNECTION. PLUMBING GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTIST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K: SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT & COLD WATER LINES WITH 1/2" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. PLUMBING SYMBOL LIST SOIL WASTE LINE (W) VENT LINE (V) COLD WATER (C.W.) HOT WATER (H.W.) HOT WATER RETURN GAS LINE TEMPERED WATER DRAIN LINE BUILDING SEWER FLOOR DRAIN (F.D.) FLOOR SINK (F S ) ROOF DRAIN (R.D.) OVER FLOW DRAIN WALL CLEANOUT POINT OF CONNECTION —II 6 S.C.O. 0 F.C.O. — — � - R,DL - O.D.L. — CD -- — ICW — MAR 12 CHECK VALVE UNION DESCRIPTION SHUT OFF VALVE (GATE) LUBRICATED PLUG VALVE HOSE BIBB (H.B.) BRANCH RISE OFF MAIN SURFACE CLEANOUT FLOOR CLEANOUT GLOBE VALVE BALL VALVE ROOF DRAIN LEADER OVERFLOW DRAIN LEADER CONDENSATE DRAIN LINE INDUSTRIAL COLD WATER APPLY NTS 7008 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. oq C co Co c _ s C C CA U ,I6= C g W ■am gia 3 9 C U V • Ti ;,71, s IA u C SCALE: DRAWN BY: PROJECT No.: Illl IIIIIIIIIIIIIIII (IIIIIIIIIIIIIIII DATE' March 10th, 2008 SHEET: 1 /4 " =1' -0" STAFF TRD- O'1 -DS N'f 0 W H Z 5 `A z a a � Z z v, J "ii4" W null O. P1 15 of IS L-36 Ana 1=1 MEV 0 0 1 L-14 0 • 0 • • 0 111111111■ 411 ANIL 0 Or 5 1-45 ".•• Amb. NEB I. gri wia'air L-26 411 ,t) L-26 'GFI • )1 L-40 -4- 1--B0 L-58 MIP• 1 L-E0 (TIE IN) T L-I6 ELECTRICAL POWER PLAN - 7 L-E0 (TIE IN) L-42 110 FIRE ALARM NOTES IN ELEV. 1 '\11 TEL. & DATA SCHEMATIC AS IT RELATES TO THE G.C. G.C. TO INTERCEPT L.L. •L)- UP IN SPACE FROM MALL PHONE ROOM AND EXTEND TO T.T.B. LOCATION (CABLE WILL BE BY OTHERS) TENANT WORK: GENERAL REQUIREMENTS I. TENANT SHALL INSTALL WITHIN TENANT'S PREMISES A FIRE ALARM SYSTEM OR COMPONENTS AS DELINEATED THROUGH DESIGN DOCUMENTS ISSUEDBY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR (AT TENANT'S EXPENSE). I" CONDUIT BETWEEN T.T.15 4 cAaH / WRAP INITH: LANDLORD WORK • A CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE, FIRE ALARM SYSTEM SERVING THE ENTIRE MALL. • LANDLORD WILL PROVIDE A RED FIRE ALARM -JUNCTION BOX IN THE CORRIDOR WITH A 9 /4" CONDUIT STUBBED INSIDE DEMISED TENANT SPACE c:)E TENANT'S Fis ALARM SYSTEM DEVICES. JUNCTION BOX WILL ae PROVIDED WITH FIRE ALARM ANNUNCIATION AND INITIATION CABLING AND TERMINAL BLOCKS. • LANDLORDS DESIGNATED FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S SOLE COST AND EXPENSE. SALES IN PLAN STROBE (VISUAL) AT 50" AFF 1 STROBE (AUDIO/VISUAL) AT 60" AFF (REUSE EXISTING INHERE APPLICABLE) 1 LAST EDITED' P. 12, 2006 FIRE ALARM SYSTEM LEGEND: PULL STATION AT 46" APP DUCT DETECTOR (REFER TO MI SHEET) CEILING MOUNTED SMOKE DETECTOR NOTE: ALL L7EVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF LANDLORD FA SYSTEM. VERIFY PRIOR TO ORDERING. T.G.C. SHALL FIELD VERIFY EXACT R.EQUIREMENTS FOR 1OE/FIRE ALARM SYSTEM. CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, NIRE, ETC.) FOR A NEV' SYSTEM WHEN REQUIRED BY LANDLORD AND/OR LOCAL FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FINAL CONNECTION TO LANDLORD FIRE ALARM SYSTEM MADE USING LANDLORD CONTRACTOR. 0 0 0 0 KEYED POWER PLAN NOTES DISCONNECT SWITCH FOR CONNECTION OF STOREFRONT SIGN POWER. VERIFY EXACT LOCATION IN FIELD. DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +I5" A.F.F. WHITE IN/ INHIT E COVER PLATE. DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT, INHIT E IN/ WHITE COVER PLATE. PLACE IN-BEnNeEN LIGHT FIXTURES EQUALLY, COORDINATE INITH LIGHTING PLAN, SHEET E2 DUPLEX CONVENIENCE OUTLET MOUNT Erp IN CASH/ WRAP COUNTER. ISOLATED DUPLEX OUTLET, (HUBBELL OR EQUAL) MITI-4 DEDICATED GROUND, MTD. IN CASH/ WRAP COUNTER. INSTALL PER MANUFACTURER'S TEMPLATE. WALL M TELEPHONE JACK MOUNTED AT 15" A.F.F. FOR VOICE LINE ONLY AT STOCK ROOM DESK 0 ISOLATED DUPLEX OUTLET, (HUBBELL OR EQUAL) WITH DEDICATED GROUND MOUNTED IN NALL AT +ia" A.F.F. AT STOCK ROOM DESK. CD a.c.. TO INTERCEPT L.L. PROVIDED CONDUIT FROM MALL PHONE ROOM AND ExTENI, TO T.T.B. LOCATION (CABLE WILL BE BY OTHERS). 0 G.P.I. PROTECTED CONVENIENCE OUTLET MOUNTED IN WALL AT + 46" AT TOILET ROOM. DISCONNECT FOR COMPLETE CONNECTION OP WATER HEATER. VERIFY EXACT LOCATION WITH PLUMBING TRAP. PULL. BOXES ABOVE CEILING LINE FOR CONNECTIONS TO CASH / WRAP STUB-UPS I" CONDUIT BETWEEN T.T.15 AND BACK-WRAP IN/ (I) CAT-5 CABLE LABLED "T-I", (I) CAT 5 CABLE LABLED "STOCK ROOM" AND (I) CAT-5 CABLE LABLED "PHONE". EACH CABLE SHALL BE LABLED AS SUCH AT EACH END AND HAVE A MIN. 10 P OOT WHIP PROM THE END OP THE CONDUIT OR BOX. EMT STUB-UP FOR ALL CASH/ WRAP SYSTEMS, (I.E., OUTLETS, LIGHTING, PHONES, AND LOW VOLTAGE SYSTEMS). EXTEND TO THE DEVICES AS REQUIRED. GANG ALL CONDUITS TOGETHER AND RUN TO THE DEVICES IN THE MOST INCONSPICUOUS MANNER POSSIBLE. NOT USED. NEW PANEL "L.". SEE ONE-LINE DIAGRAM ON SHEET S. NOT USED. LANDLORD NOTES TIMECLOCK FOR STOREFRONT SIGN. WALL MOUNTED NEAR ELECTRICAL PANEL. A COPY OF THE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHALS OFFICE. STOREFRONT SIGNAGE AND LIGHTING TIME CLOCK SHALL BE SET TO MALLS OPERATING HOURS. L NOTE: G.C. TO COORDINATE CONDUIT STUB-UPS FOR CASH/WRAP WITH VENDOR SHOP DRAWINGS TO ENSURE ACCURATE AND CLEAN INSTALLATION IS ACCOMPLISHED. STUB-UPS ARE TO BE CLEAN HOLES USING A DRILL BIT ONE SIZE LARGER THAN THE CONDUIT... USING A SAWS-ALL IS NOT AN APPROVED' METHOD'. DEMOLITION: REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND INURE, ETC., NOT BEING USED...D0 NOT JUST ABANDON. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INDSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4 MAXIMUM LENGTH, MINIMUM ONE-HALF INCH 0 ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM, NO BX, AG, MC OR ROMEX TYPE WIRING CAN SE ALLOWED. 'FURNISH LIQUID-TIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WITH CAST THREADED CONDUIT HUBS. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANTS USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVICING TELEPHONE COMPANY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANTS SPACE. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANTS TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED GABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. SCALE: 1/4" L-20 VIA TIMEGLOCK, 11L-32 11 1 1E- L-24-46— 0 KEYED POWER PLAN NOTES LOW VOLTAGE BELL WIRE IN 1/2" EHT CONDUIT BETWEEN TRANSFORMER AT REAR ENTRANCE POOR AND ELECTRIC BUZZER ABOVE CASH/INRAP COUNTER. ..1-50X IN INALL AT la' 0" A.F.F. FOR SERVICE DOOR BUZZER TRANSFORMER ELECTRIC BUZZER MOUNTED TO WALL AT 15'-0" NEXT TO TRANSFORMER SEE BUZZER SCHEMATIC. THIS SHEET NEV. ROOFTOP UNIT (RTU-I), 62.0 MCA, 70 MO0P, 20eA , eFH IN/ 100A, 5P DISCONNECT SWITCH. 0 DUCT SMOKE DETECTOR. INTERLOCK WITH HVAC UNIT TO PROVIDE SYSTEM SHUT-DOWN IF SMOKE IS DETECTED. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. WP/GFI RECEPTACLE ON ROOF FOR HVAC SERVICING. LOCATE WITHIN 25' OF UNIT. FOURPLEX OUTLET MOUNTED IN NALL AT +64" A.F.F. ON OR NEAR T.T.B. GREY IN/ STAINLESS COVER PLATE FOR PHONE SYSTEM, ALARM, OR OTHER RELATED EQUIPMENT. RUN ELECTRICAL PHONES IN 5/4" R15117 CONDUITS TO CASH/1NRAP. RUN UNDER SLAB TO STUB-UPS IN CASH/ WRAP COUNTER. VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW CUTTING) COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCMENT OF THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALL REGULATIONS. WHATEVER METHOD 15 USED RUN EMT TO NEAREST ADJACENT WALL. ELECTRIC BUZZER MOUNTED ABOVE CELING, ABOVE THE CASH / WRAF'. PROVIDE WHITE METAL PERFORATED SPEAKER GRILL IN CEILING TILE AT BUZZER. SEE REFLECTED CEILING PLAN FOR EXACT LOC. 0 PUSH-BUTTON FOR ELECTRIC BUZZER SYSTEM MOUNT TO WALL AT + 46" A.F.F. ON STRIKE SIDE OP SERVICE DOOR. O 24" x 45" X 5/4" UNPAINTED PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.) MOUNT TOP AT ,a4" A.F.F. PROVIDE I-1/4"E.C. TO TELCO POINT OP CONNECTION. 0 FOURPLEX OUTLET MOUNTED IN ALL ABOVE STOCKROOM DESK AT 12" A.F.F. FOR STEREO SYSTEM, CD PLAYER ETC. 0 45 BOX FOR SPEAKER WIRES IN WALL ABOVE STOCKROOM DESK AT 12 A.F.F. RUN CONDUITS WITH PULL STRINGS TO SPEAKER LOCATIONS AS DIRECTED BY THE TENANT'S MUSIC PROVIDER O QUADPLEX ABOVE CEILING FOR SENSORMAT1C SYSTEM POWER. COORP1NATE EXACT LOC.INITH SYSTEM INSTALLER. NEEP5 TO BE ON DEDICATED CIRCUIT. O - 1130X AT 56 A.F.F. FOR l_C,TRIC. MAR '1 2 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 8 8 SCALE: DRAWN BY: PROJECT No.: 1111111111111111 111 11111111111111111. 1111111111111111 We) W ca 0. CD z _ec i _p i e? z o Lii i QL L OU 4 , "'co wE zZa.ret C 00 40 g -x o z 0 IM N O . DATE: SHEET: Morch 10th, 2005 1/4"=r-0" STAFF TRE)-01-05ci El E 0 U 14 7 of15 EMI IMEEI MOM MEME BEE. /•IME IMEEI MEM MEEEI IEEE•I 'MEM lEEE MEEEI IEEE .41. L-4I REEE1 MEM imos, wet MEEK IM•EM masa moon' PINK L-BB 4:r•e•• MEEL MEEM MIL 1 L-BI (TI IN) NOTE TIMER CONTROLLED SWITCH 7i (SUPPLIED A/ LIGHTING PACKAGE) , h. ' (T.41=) S (TYP) H NOTE: ALL. SALES LIGHTNcS SHALL. BE CONTROLLED TI-ISU TWO LIGHTING — ON - T - AGTORS--(Ci--4 - C2) - T TEN. G.C. SHALL PROVIDE, •INSTALL 4 WIRE THESE CONTACTORS. L-4I F - 7 - ELECTRICAL LIGHTING PLAN z ( X L-55 1:5 -tr 7 D L-55 (TIE N) I'-4' Fl PINK D - /La WHT. A tNq L-I5 -411 L-55 (TIE L-I`I 6. 6 ..-4.. - V V ''''.. V A A ' N N N ...4; ...,/ S•• -1 :4. 71 \ , • LANDLORD NOTES IN SALES AREA: BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS MUST SE REMOTE OR RECESSED. PAINT EXPOSED SURFACES TO MATCH ADJACENT FINISEi. T.G.C. MUST USE LANDLORD'S FIRE ALARM CONTRACTOR FOR FINAL WIRING CONNECTIONS TO MALL FIRE ALARM LOOP AND FOR TESTING OF F.A. SYSTEM AT TENANT'S EXPENSE. PER GOVERNING CODES, FURNISH AND INSTALL SELF-GONTANED BATTERY PACK EMERGENCY LIGHTING THROUGHOUT THE DEMISED PREMISES INCLUDING TOILET ROOMS AND STORAGE AREAS. TENANT'S LIGHTING AND LIGHTING CONTROLS SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON-RESIDENTIAL ENERGY GODE. STOREFRONT SIGNAGE AND LIGHTING TIME CLOCK SHALL BE SET TO MALLS OPERATION HOURS. TRACK LIGHTING FIXTURES MUST BE PLACED IN RECESSED TROUGH AT STOREFRONT AND IN FORWARD SELLING AREAS. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORDS SWITCHBOARD. NAMEPLATES SHALL 5e ONe-eIGHTH NCH (I/69 THICK PLASTIC., BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL Se ONE NCH (1") WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY' AFFIXED. MINIMUM BUILDING WIRE SIZE SHALL BE #I2 AW6, EXCLUDING CONTROL WIRING PER. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK IS ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY'. ALL CABLING SHALL 5e PLENUM RATED. TENANTS SERVED BY LANDLORDS AIR CONDITIONING UNITS HAVE PLENUM RETURNS. INSTALL A COMPLETE TYPE WRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL. BRANCH CIRCUITS IN THE ELECTRICAL PANEL DOOR. 5 7717-'71f 7 . A N) IEEME, •E• MOM 'num MEL MEW MEM 'EEEM EN sot* 0 5' G Ak gur A L-4I 1NJ 4 6 A V - -L 6 6 L-55 TIE IN 41 6' 6 RIL ....I MEM MERU MEMEL ,10111 MEEM MEM MEM EMEL MEEM JUL 1.-55 (TIE N) 5' G r -- . L-41 .,. - 7 (Tie IN) 1 .. - . 4 (TIE N) • L-1 0 0 KEYED NOTES EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY BACK-UP, CONNECT TO UNSWITCHED CIRCUIT. NIGHTLIGHT (NL). CONNECT TO Uts1SWITCHED CIRCUIT. (TYPICAL) EXIT LIGHT WITH SELF-CONTAINED BATTERY BACK-UP, CONNECT TO UN1SWITCHED CIRCUIT. (TYPICAL) L-3I VIA TIMECLOCK SCALE: 1/4" = l'-0" -. ; ;-a_._ ' ■TT T 1 1:61. ',1.4A:.17-4 i'la:1:.ai. , ,11: ....1 A.D.A. NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 45" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. I T.:44 :111 . wun ra ...a • .7.4. ...L! ..... MAR 1 2 2005 PERMIT CENTER COPYRIGHT NOTICE: The drawings and specifications are copyrighted and subject to copyright protection as an "architectural work'' under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. SCALE: CC 0 0 W CM — <0 Z 4 In x Z Z CC I 4c ? La cc Z c:1 ao Lu LLI Z Q. co CO Iii.t-O") z o ZZ Lu O in a x i • 9 z CI 0 0 EW g' a O 1 0 DAT SHEET: TE ' Mare..H 10th, 200a DRAWN BY: PROJECT No.: 11111111111111 11.11r11111111.11 11111111111111111 r111.11110111 z 0 5 ce 1/4"=1L-0" STAFF z z I U 2 U w LLJ In 0 cn LA a) co in 0 r0 rsi ccr C *= 0:3 a, u 0 . z 7 , co L eL (11 CC g g 0./ ho — CU 3 E -13 t E 3 1= E2 1•7 of la MARK SYMBOL MANUFACTURER / DESCRIPTION LAMPS A WATTS WIRE JUNO' #MX6 -'10 6" HID DOWNLIGHT W/ 8600XG -WH TRIM RING MHG3q /G /U /MP /3K METAL HALIDE 120V (75W MAX) B C B 4 'JUNO' TG RECESSED INCANDESCENT DOWNLIGHT W/ 6 TRIM 451N PAR 35 FL 120V D REM 'JUNO' #SP1403EE -WH 2 LAMP COMPACT FL. BIAX WALL WASH W/ ONE PIECE PARABOLIC DIFFUSER G.E. FS 15X /SPX OR PHIL. PL -L- -36/35 COMPACT FLUOR. 120V LIGHTS - STKRM/TLT jinn 12 E V 'JUNO' #R534 -WH PAR 35 ADJ. TRACK FIXTURE. PHILLIPS 45 W PAR 35 HAL 5P12 120V F 12 RECEPT - P.O.S. 'ALPHA' #WL -JV130 OPAL SCONCE W/ PL -I3 CHROME BASE SEE RCP AND INTERIOR ELEVATIONS FOR LOCATION I x MAX 35W E21 HEG /5 120V G—, TC 'JUNO' #RSWH, R61N1-1, R4WH 4 R2WH TRACK SECTIONS IN LENGTHS AND MOUNTING AS SHOWN ON PLAN. PROVIDE CONNECTORS AND ACCESSORIES AS REQ. LIGHTS - S/F TRACK 825 H 1/20 LIGHTOLIER SW 4S232HPFUNV50 FLUORESENT STRIP CHAIN HUNG OR SURFACE MTD. AS REQ (SEE PLAN) (2) SW2ORSHPF 120 -SO 120V ' ' P r RECEPT - P.O.S. 'FOSCARINI CABOCHE CHANDELIER' SUSP. LAMP COMPOSED BY TRANSPARENT GLOBES OF POLYME THLMETACRYLATE. MODEL # 132007 I X 200W max 75 RSG linear halogen bulb. Q © " LE KLINT " PENDANT SHADE # 172, MODEL # IEEQ -LK172 - AT HT. A5 INDIGATEED ON PLAN 25W PINK OR 40W WHT. (I EA.) PER PLAN R JUNG' TC444" LOW VOLTAGE: UNIVERSAL TG HOUSING (I) 12V 50W MRI6 T X 'JUNO' CV5- 126/32/427 - 8200 -WH 5" VERTICAL GFL DOWNLIGHT - WHITE: TRIM ON RECESS CANS (1) 52W ,. 200 'JUNO' CV5- 126/32/427- 520G -WH S" VERTICAL GFL DOWNLIGHT - WHITE TRIM ON RECESS CANS (1) 421/41 X -;...- LIGHTOLIER #LLNURW EDGE LIT EXIT SIGN. WITH BATTERY BACK -UP. MOUNT AT HEIGHT PER PLANS / ELEVATIONS INCLUDED Y 1/20 LIGHTOLIER #E5W SURFACE MOUNTED DUAL HEAD EMERGENCY LIGHT WITH BATTERY BACK -UP INCLUDED NEW PANEL L Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 44601 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM WATER HEATERS 1 LIGHTS - STKRM/TLT 545 12 1/20 X 1.25 1500 1/20 12 RECEPT - P.O.S. 200 2 LD TC 3 LIGHTS - S/F TRACK 825 12 1/20 X 1/20 12 RECEPT - P.O.S. 200 4 LD 5 SPARE 1/20 44601 — X 1/20 12 RECEPT - P.O.S. 200 6 LD C1 7 LIGHTS - DRESSING RM 746 12 1/20 X 1/20 12 RECEPT - P.O.S. 200 8 LD C2 9 LIGHTS - SALES TRK 18' 1350 12 1/20 X 1/20 12 RECEPT - CSHWRP 1100 10 C1 11 LIGHTS - SALES TRK 20' 1500 12 1/20 X 1/20 12 RECEPT - SALES 1080 12 C2 13 LIGHTS - SALES TRK 20' 150.0 12 1/20 X 1/20 12 RECEPT - EDF 500 14 C1 15 LIGHTS - SALES TRK 16' 1200 12 1/20 X 1/20 12 RECEPT - STKRM DESK 180 16 C2 17 LIGHTS - SALES TRK 16' 1200 12 1/20 X 1/20 12 RECEPT - SHOW WIND. 180 18 TC C1 19 LIGHTS - SALES TRK 20' 1500 12 1/20 X 1/20 12 STRFNT SIGN 1200 20 TC C2 21 LIGHTS - SALES TRK 16' 1200 12 1/20 X 1/20 12 RECEPT - SHOW WIND. 180 22 TC 23 SPARE 1/20 X 1/20 12 RECEPT - SHOW WIND. 180 24 TC 25 NEW RTU -1 6000 4 3/70 X 1/20 12 RECEPT - T.T.B. 360 26 HR 27 6000 X 1/20 12 GFI RECEPTACLES 360 28 29 6000 X 1/20 12 RECEPT - STKRM 900 30 TC 31 LIGHTS - STRFRNT 840 12 1/20 X 1/20 12 RECEPT - SENSORM. 1000 32 C1 33 LIGHTS - SLS DWNLTS 600 12 1/20 X 1/20 SPARE 34 C2 35 LIGHTS - SLS DWNLTS 375 12 1/20 X 1/20 12 WATER HEATER 1500 36 37 SPARE 1/20 X 1/20 12 TIMECLOCK/CONTACT. 500 38 LD 39 SPARE 1/20 X 1/20 12 HAND DRYER 1725 40 LD 41 LIGHTS - NL/EM /EXIT 475 12 1/20 X 1/20 12 RECEPT - STEREO SYS. 1000 42 TOTAL LOAD PHASE 'A' 15091 REMARKS TOTAL LOAD PHASE 'B' 14920 (TC) TIME CLOCK CONTROLLED TOTAL LOAD PHASE 'C' 14590 (C #) VIA CONTACTOR (LD) LOCK -ON DEVICE TOTAL LOAD ALL PHASES 44601 WATTS (IG) ISOLATED GROUND 123.89 AMPS (HR) HACR RATED CB (SD) SWITCHING DUTY CB ELECTRICAL LOAD SUMMARY 120/208 3 PH - 4W LOAD DESCRIPTION CONNECTED LOAD (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) LIGHTING 13856 1.25 17320 48 RECEPTACLES 8320 NOTE #1 8320 23 WATER HEATERS 1500 1.25 1875 5 SIGNAGE 1200 1.25 1500 4 MISC. 1725 1.00 1725 5 HVAC 18000 NOTE #2 18375 51 TOTAL 44601 — 49115 136 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF A/C LOAD, PLUS 25% OF HIGHEST LOAD. GENERAL NOTES CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO ALLOWANCE WILL SE MADE FOR FAILURE TO COMPLY. INFORMATION SHOWN ON PLANS AS EXISTING SHALL BE FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 1999 (OR LATEST ADOPTED) NATIONAL ELECTRICAL CODES AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLU- DING BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER OP ANY DISCREPANCY PRIOR TO ROUGH -IN AND WIRING OF EQUIPMENT. ALL WIRING SHALL BE 15 °C COPPER, THHN/THWN OR XHHW INSULATED IN METAL CONDUIT. MINIMUM CONDUIT SIZE TO BE 1/2 ". PROVIDE: INSULATED COPPER BOND WIRE ON ALL RACEWAYS SIZED PER N.E.G. ART 250. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING HARDWARE TO ACCOMODATE LIGHT FIXTURES USED. PROVIDE: SLOPE CEILING ADAPTERS WHERE REQUIRED. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. DUPLEX RECEPTACLES MOUNTED WITHIN 6 FEET OF SINK OR LAVATORY SHALL BE GFGI. A.D.A. NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 45" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH 15 OVER AN OBSTRUCTION BETWEEN 2D" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION 15 NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. n INTERMATIG #T740115, 4PST, 120V TG ELECTRICAL SPECIFICATIONS & NOTES 120 VOLT CONTROL CIRCUIT "L -3S" STOREFRONT o N LIGHTING CONTROL KEYED NOTES: "L 3,15,20,22,24,31 GI G2 N SALES LIGHTING "L "- 7,11,15,19,33 SALES LIGHTING "L "- 9,13,17,21,35 INTERMITTENT TYPE LIGHTING CONTACTOR SWITCHES. SEE SHEET E2 FOR LOCATION. (TYPICAL) LIGHTING CONTACTOR, MECHANICALLY HELD, 12OV COIL IN NEMA I ENCLOSURE SIZE NO. OF POLES AS REQUIRED. (TYPICAL) ® 40A, 120V-277V TIMEGLOCK CONTACT. (TYPICAL OF FOUR). ELECTRICAL SYMBOL LIST (NOT ALL SYMBOLS SHOWN MAY BE USED) DUPLEX CONVENIENCE OUTLET @ +15" A.F.F. U.N.O. eh DUPLEX CONVENIENCE OUTLET, SPLIT WIRE, @ +15" 1-1) A.F.P. U.N.O. DUPLEX CONVENIENCE OUTLET @ +42" A.F.F. U.N.O. POURPLEX RECEPTACLE Dili ® FLOOR OUTLET ® SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT O JUNCTION BOX, IN ACCESSIBLE LOCATION JUNCTION BOX IN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE OUTLET (WITH 5/4" G. STUBBED ABOVE CEILING U.N.O.) @ +15" A.F.F. TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4" E.G. ABOVE ACCESSIBLE CEILING / DATA OUTLET AT +15" OR AS NOTED. STUB 3/4" E.G. INTO ACCESSIBLE CEILING SPACE. INDICATES CIRCUIT IN CONDUIT CONGEALED IN WALL OR CEILING SPACE INDICATES HOMERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. NO HASH MARKS INDICATES 2 *12 AWG, I #I2 BOND, 1/2" CONDUIT "" PANELBOARD 0 THERMOSTAT OUTLET, +45" A.F.F. WITH 45 BOX AND /0/ MOTOR - SIZE A5 INDICATED IN DRAWINGS H.P. RATED MANUAL MOTOR STARTER WITH THERMAL 7 OVERLOAD PROTECTION. (WEATHERPROOF WHERE OUTSIDE) 0 SMOKE DETECTOR (MATCH EXISTING) 0 DUCT SMOKE DETECTOR (MATCH EXISTING) TIMECLOCK "INTERMATIG, T7401B. TG U.N.O. U/G WH WP XFMR DISCONNECT SWITCH - SIZE AND FUSES PER MANUFACTURER'S RECOMMENDATIONS (WEATHER - PROOF WHERE OUTSIDE). PLASTER RING. SINGLE POLE SWITCH A.P.F. ABOVE FINISHED FLOOR A.D.A. AMERICAN WITH DISABILITIES ACT G. CONDUIT C/3 CIRCUIT BREAKER E.G. EMPTY CONDUIT WITH PULL COR E.D.P. ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH -IN REQUIREMENTS) EF EXHAUST FAN F.B.O. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GFI GROUND FAULT INTERRUPTER GFGI GROUND FAULT CIRCUIT- INTERRUPTER 6ND GROUND ISO ISOLATED 16 ISOLATED GROUND NL NIGHT LIGHT REC. RECEPTACLE S.E.S. SERVICE ENTRANCE SECTION T.M.B. TELEPHONE MOUNTING BOARD. 4'Wx8'HxS /4 "D PLYWOOD WITH #6 CU. GROUND WIRE TO APPROVED GROUND. T.T.G. TELEPHONE TERMINAL CABINET. 30 "Wx36 "Hx6 "D 16 6A. WEATHERPROOF E/W HINGED LOCKABLE COVER 5/5" PLYWOOD BACKBOARD, PROVIDE A #6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. UNLESS NOTED OTHERWISE UNDER COUNTER WATER HEATER WEATHERPROOF (RAINTIGHT) TRANSFORMER PANEL SCHEDULES ELECTRICAL LOAD SUMMARY LIGHT FIXTURE SCHEDULE SINGLE LINE DIAGRAM L.L. SPACE TENANT SPACE NEW '1 DAY DIAL TIME SWITCH, 4 -POLE SINGLE THROW. SEE LIGHTING CONTROL DIAGRAM. EXIST. LANDLORD'S SWITCHBOARD \/- 120 /205V, 3PH, 4W NEW PANEL "L" NEW 200A, 3P WP, PISC. SWITCH. NEW 4 #3 /o (THAN) GU., I #4 CU. CND. 1■2" G. NEW 200A, 5P MCB 3 -3 -06 CIT { LA- i iJ r.: r ... ti MAR 1 2 2008 PE s\a T CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. rya co a Co as = c o i U c g w ■® .0 c (1) tai fa ow 1 ■ rrn r a) • 03 in kiD !IIIIIIIIIIIIIII 1111111111 111111 1111111111111111 z 0 W o = DATE March 10th, 2005 SHEET: SCALE: DRAWN BY: PROJECT No.: NONE STAFF TRD -01 -039 • ¢ a ¢ g g m 2 F. r A .c 'O E 0 0 C H O E3 E 0 U IS of IS