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Permit D10-223 - WESTFIELD SOUTHCENTER MALL - ARDEN B - TENANT IMPROVEMENT
ARDEN B 680 SOUTHCENTER MALL D10 -223 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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 680 SOUTHCENTER MALL TUKW Suite No: Project Name: ARDEN B Permit Number: D 10 -223 Issue Date: 10/07/2010 Permit Expires On: 04/05/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: MARGO KOZICH Address: 2136 PURCELL DR , FERNANDINA BEACH FL 32034 Contractor: Name: CORNERSTONE CONSTRUCTION SVS Address: 8858 FM 1565 , ROYSE CITY TX 75189 Contractor License No: CORNECS960PE Phone: 904 491 -6314 Phone: 972 636 -3100 Expiration Date: 10/07/2012 DESCRIPTION OF WORK: INTERIOR TI Value of Construction: $85,000.00 Fees Collected: $2,179.04 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: LIB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -223 Printed: 10 -07 -2010 City otkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Permit Number: D10-223 Issue Date: 10/07 /2010 Permit Expires On: 04/05/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: .11 The granting of this permit does not pre construction or th - .: ormanc I hereby certify that I have read and governing this work will be complie Signature: Print Name: Date: \kfll�ti ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development pe t. Date: / (/ -a 0 /d di4 eiey This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -223 Printed: 10 -07 -2010 0 �J��1�4 w�� City of Tukwila C \190$ 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. tukwi la.wa.us Parcel No.: 9202470010 Address: 680 SOUTHCENTER MALL TUKW Suite No: Tenant: ARDEN B PERMIT CONDITIONS Permit Number: D10-223 Status: ISSUED Applied Date: 08/19/2010 Issue Date: 10/07/2010 1: ** *BUILDING DEPARTMENT CONDmONS * ** 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: 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. 12: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 13: 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. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: Cond -10/06 D10 -223 Printed: 10 -07 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us inspector. No exception. 15: 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. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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 nun). (IFC 906.7 and IFC 906.9) 25: 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) 26: 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) 27: 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) 28: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. doc: Cond -10/06 D10 -223 Printed: 10 -07 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us (IFC 1008.1.8.3 subsection 2.2) 29: 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) 30: 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) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 33: 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) 34: 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) 35: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 36: 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) 37: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 38: 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) 39: 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) 40: 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.( FIRE ALARM NOTIFICATION UPGRADE INCLUDING VOICE EVAC IS REQUIRED AS PART OF THIS T.I. ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM CONTROL PANEL.) doc: Cond -10/06 D10 -223 Printed: 10 -07 -2010 III I 1"--- 1�A w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 41: 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) 42: 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) 43: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: 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. 46: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) ( POST ADRESS ON STOREFRONT PER APPROVED WESTFIEL STANDARDS.) 47: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -223 Printed: 10 -07 -2010 ID C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: G.6 - Date: 0— .2A doc: Cond -10/06 D10 -223 Printed: 10 -07 -2010 /0()0 CITY OF TU ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Addres • nn Building Permit No. 17 0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office 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 ** Li W King Co Assessor's Tax No.: Tenant Name: 0 1,9,024'l 120 L c' Suite Number�� U Floor: New Tenant: ❑ Yes ❑..No Property Owners Name: Mailing Address: City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: MQ%\ Mailing Address: Day Telephone: d 4 —1 1 iU& -Mail Address: IA �Z� ■(� L11� �� 1. OA.' '1 mil /,*f, Jr GENERAL CONTRACT • ' INFORMATION — [0444703?-7 Zip (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: - V �( (Yl. Mailing Address: SD Contact Person: E -Mail Address: City State Zip Day Telephone: 3/ tilt l .. Z ,\ Fax Number: % V LI 1 S 2 C) U ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: 1i� F fife 3 I a 'J _ -,,d. S 2.4 City ' ! State Zip Contact Person: � Pr I Day Telephone: / Y 7 7<? 7 E -Mail Address: Fax Number: I 7 V O 3 U 7 a 1 H:\Applications\Fonns- Applications On Line\2010 Applications \7-2010 - Permit Applicatioadoc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIOIQ— 206 -431 -3670 Valuation of Project (contractor's bid price): $ 8-70a0 Existing Building Valuation: $ Scope of Work (please provide detailed information): -AA'-h , rTer - oL Pkvi -nom Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Fr 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 Sa ety 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. H:\ApplicationsTonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 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 3 spo 3 __ _, M 6 t l I i 8 rd Floor 3`d Floor Floors thru Basement , Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Fr 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 Sa ety 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. H:\ApplicationsTonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 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. 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 OIVV�IFR ` �. i ri ORIZEDA: Signature: Print Name: Mailing Address: Date Application Accepted: Date: Q //t) Day Telephone: 0'°-5/. 4 V9 2/04 City State Zip Date Application Expires: oz Staff Initials: H:\Applications\Fomu- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • 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.: 9202470010 Permit Number: D10-223 Address: 680 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/19/2010 Applicant: ARDEN B Issue Date: Receipt No.: R10 -02008 Payment Amount: $1,322.40 Initials: JEM Payment Date: 10/07/2010 12:41 PM User ID: 1165 Balance: $0.00 Payee: CHARLES B CLAYTON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 290004 ACCOUNT ITEM LIST: Description 1,322.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,322.40 1,317.90 4.50 doc: Receiot -06 Printed: 10 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-223 Address: 680 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/19/2010 Applicant: ARDEN B Issue Date: Receipt No.: R10 -01633 Payment Amount: $856.64 Initials: JEM Payment Date: 08/19/2010 02:19 PM User ID: 1165 Balance: $1,322.40 Payee: COMMERCIAL PERMIT GROUP, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1130 856.64 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 856.64 Total: $856.64 PAYMENT RECFI\IED doc: Receiot -06 Printed: 08 -19 -2010 'INSPECTION N0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWItA BUILDING DIVISION el- 6300 Southcenter"Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Project: Corrections Type of Inspection: Address: COMMENTS:- Date Called: Special Instructions: • s . • Date Wanted: a.m. Requester: Phone No: { y/ .....1 *'1P- 0 2sege. ISIA...p per applicable codes. Corrections required prior.to approval. COMMENTS:- . /De p..- >`i'! 1 - g • I pe r: Date: ,,ii / Q IRE INSPECTION FEE RE D. Pr to next inspection. fee must be aid at 6300 Southcente r B d., Suite 100. Call to schedule reinspection: ..* - vim :•-a. r. ,o arrss.n .• ...+. *^. • INSPECTION RECORD Retain a copy with permit DI INSPECTION NO. PERMIT NO.L ..,i.i • • CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 • Pro itct: . ? Ally 6 - zjeyitav'e...." ., El 4 / f / Type pi tnspection: f.i_AAAA 150 . I d .4.6 Address: - (.60 X 0 5 4— 4A4-44 ) Date Called: A - Special Instructions: - . \ Date Wanted: _ i t. --cz-- -0 a.m. - - Requester: Phone No! 'Approved per applicable codes. Corrections required prior todapproval. 8. : COMMENTS: p 4, ? Ally 6 - zjeyitav'e...." el F:It Salad •tc, e_. Awdyke 1-43.t. — 40 Iwo iha ‘ 4 / f / ..........'" - - Ae-011titieWty 1912V0461 de-'#'k( /77414/ A/40246r0 , w//r,6 ce 404 .11/d efA'r'Yroteiiddle... A \ R SPECTION FEE R UIRED, rior to next inspection. fee must be id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. =3c:crNe7PC-masslit240,%04 r4r • 4 INSPEC IN NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter'Bly )., #100, Tukwila. WA 98188 • (2.4206) 431 =3670. • . Permit Inspection Request Line (206) 431 -2451 Proj c Type of Ins le Address: Date Called: . _ Special Instructions: Date Wanted: ( -12-70 '` a.m.: p.m. Requester: Phone No: ( X34 0 - Approved per applicable codes: El Corrections required prior to approval. COMMENTS: n R = NSPECTION FEE R'QUIRED:.Prjor to.next inspection. fee must be p ; id at 6300 Southcent r Blvd:. Sul / a 100. Call to schedule reinspection. Va:2:migpaa..aa. jaafaura -s, V • ••••47+01,2hs ac•:•P. .r ........ti....:x.: `:•• p. L. • p. INSPECTION RECORD A Retain a copy with permit _U INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 • (206) 431-3670 Permit Inspection Request Line (206) 431-2451 . • Project: --g „... Type of Inspection: .. Address: (r) 0 lit *I( Date Called: _cc Special Instructions: . . Date Wanted: . a.m.1 Requester: Phone No: .pproved per applicable codes. - Corrections required prior to approval. COMMENTS: Date: - L-1 . R PECTION FEE RE UIRED. Prioi/t/r o next. inspecti's,fee must be I. at 6300 Southcenter Blvd.. Suite 00: Call to schedule reinspection. 6 1 '4,2,-.41014,VVVV.Z3f5,4..1:-..P....21,4".00k:41,31.MOZ.CMCIVM:rn • • r• L. INSPECT +N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9810 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 01 o -2-3 PERMIT NO Project: Type of nspection- .rrik At AC Address: 61 O _ Li, ' Date Called: Special I structions: Date Wanted: • a:in.. Requester: Pho eI o�, _ 34 —67 (% Approved per applicable codes: a Corrections required prior to approval. COMMENTS: r c. ' SPECTION FEE REQUIR. D. Prior to mitt inspection. fee must be • • aye at 6300 Southcenter Blv.:. Suite 100. Call to schedule reinspectiion. SPECTION RECORD Retain a copy with permit • CITY OF TUKWILA--BUILDING DIVISION • 6300 Southcenter Blvd:, #100, Tukwila. WA 98188-: (206) 431-3670 Permit Inspection Request Line (206) 43112451 • Projecnedu Type of Inspection: 5ji4 a. Mdregis:. 6 M( . :(& • 61 .6-A4 Date Called: SPetia Instructions: _ Date Wanted: a.m. t -4143•°*-10 rPIT"''' Requester: Phone No: if - 34d -- origiA • wk..; r- El Approved per applicable codes. r..• r. IWT4R1"."..'"‘"/"=....3,...r- •rrell-vvirc-rn • OcrirmirppossleMOSIMPAZZIMAcriaz • 0.0 COMMENTS: Corrections required prior to approval:, • krete Cke,704/441—"" .J• • ECTION FEE REQUIRED. Pri r to next' spection, fee must be 6300 Southcenter.Blvd., Sui 100. Cal o schedule reinspection. • . . f • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Otto- n3 Proje , Type °"Ins t t 4-‘, Address: Date Called: Spe�l`al Instructions: Date Wanted: 7 a.m. Requester: 1 a . Pho(e No 3,4 7 Approved per applicablecodes. 0 Corrections required prior to approval. COMMENTS: PECTION•PEE REQUI D. Prior to r>fext inspection, fee must be d at'6300 Southcenter Blv':. Suite 100. all to schedule reinspection. • s,--4. .. s.�7t *vim: l. • •: ••r ely •,• -•41bn , vkm .l.rpar w•. y ,p rt " 1Wheal'*arOP61 41, I *a INSPECTION NUMBER INSPECTION RI CORD. Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park EastJukwil. Wa. 98188 206-575-4407 Project: .....,_. Type of Inspection: 'SP c7ouot jcp64/E Address: go 43. e . ,1444 L z..._ Suite #: Contact Person: Special Instructions:. Phone No.: Approved per applicable codes. 111 Ceirrectons required prior to approval. COMMENTS: t9 s P • .•■•••• a • Needs Shift Inspection: Sprinklers: • (-...L. Fire Alarm: )4_4; Hood & Duct: t) Monitor: 644,60 1 A. Li Pre-Fire: Permits: Ai& 4, Occupancy Type: ivk Ii*pectOr: it, < • (-...L. • I Date: 414,6 ilio .firs.: I • • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Departnient. Call to schedule a reinspdction. Word/Inspection Redord Form:Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER .1 .A A.AA- Ae.A.e f. MAIAr Y• ae: aR.:.+ r_.° rs.: x" a 'Ccl;^4'mmn55ja!?.m.G.4,AA.'.: f,AA.Rmt- IA..xA,- A.4sCnc+.': sw'•+W.++AA INSPEttON RECORD Retain a copy r ith permit •r PERMIT NUMBERS CITY OF TUKWILA 'FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 . 206 -575 -4407 Project: AA- ,O; Sprinklers: Type of Inspection: P Coo—e/ Address: r, 00 Suite #: 5. c. M'rt.-l-• Contact Person: 1 6"...0%.. Special. Instructions: Occupancy Type: Phone No.: ►pproved per applicable codes. nCorrections required prior to approval. COMMENTS: et4 -- ,, ern C ' Needs Shift Inspe ctiQ : Sprinklers: __ Fire Ala Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (2.N. .5"-- Date: fAi 'g- i /e) Hrs.: • Ti $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc • 1/13/06 T.F.D. Form F.P. 113 Job No. 10 -750 Sheet No. 1 By Richard Dahlmann, P.E. Date 9/10 FX14) Permit No. CLIENT: ArcVision Inc. 1950 Craig Road, Suite 300 St. Louis, MO PROJECT: Arden B Southcenter Tukwila, WA Arrors and omisciof I. GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural engineeis 1215 W. Rio Salado Tempe, Arizona 85281 480/774 -1700 480/ 774 -1701 (FAX) File: T:1ENGIFORMS1CALC COVER SHEET.DOC CORRECTION LTR# X10 -223 REVIEWED FOIE (CODE COMPLIANCE OCT 0 P 2010 Ci4y o f Tukwila u►LDING DIV�.� n�u RECEIVED SEP 2 3 2010 PERMIT CENTER CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480 - 774 -1700 F: 480-774-1701 SoAr -1'T• -=; .�= l DS' t_ .yc . C. c?,...;s t„ ,ilk r-ve,2. r 1 i.te) LA-11 • • Job Name (\c"-i1l&d j; Job No. 1 O '% - Sheet No. 2 By 1 Date r4t' / • • • • t l • i • 1 1.._- •.- .. +.1 . • Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4607 Longitude = - 122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4607 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa= 1.0,Fv= 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.740 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4607 Longitude = - 122.26 Design Spectral Response Accelerations SDs. and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.953 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) • i CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480- 774 -1700 F: 480-774-1701 • { f. • yi Job Name 1' Job No. r 111 Sheet No. By ? Date 1.1 C 121, F-.4• 1' (e -. +h( >) `'3' • / ta- 4 6 �� } r - r . 4' '9 6 v ra - • e;.: • st-1 0/2 r ft • t_ a �s 7° at= .✓ ; CARUSO 1215 W. Rio Salado Pkwy TURLEY Suite 200 Tempe, AZ 85281 SCOTT T: 480-774-1700 consulting F: 480-774-1701 structural engineers t .. • c.:4v Chi k `v' t /� • 1'� °'°�: Job Name �' ' I ) Job No. > Sheet No. By (- : i Date '0 4 . , 5 mks .c,Ji•': r'312t (4.4 " 1bH►y. ( c 1-1 Pet-i • •erg ,ly • v, r. 5.i U�J s ..- .. .. ... . lt . Q : s c . lj N ` > ,� c'-rr --r' 1: DO:0 _ 1'7 D . o ti ; { t t. • I • CARUSO 1215 W. Rio Salado Pkwy TURLEY Suite 200 Tempe, AZ 85281 SCOTT T: 480-774-1700 consulting F:480- 774 -1701 structural engineers 3625162 -33 ND 3 57,1b 6A. MR. 510 16' 00. ITT. 311125 MAY SHIFT FOR LIGHT DE516N, 3625162 -33 3 3/51 20 3625162-33 A. HR. STIR. /V 5/6' 617. eD. O S I 3 -16• Job Name i`-1 i� °ftr . -.t Job No. ` Sheet No. By ' Date -el 35/6' 20 6A, M1L 510 3623162 -33 MV 5/5' 6Y6. eo. ( L s ) 3 50 20 6A, OR. 510 16' 00. TYP. 5105 MAT SMFT FOR LI6HT 00516N. 6.6162902,03 1RAN5VERSE CR055 MEBER. 3 5/6' 20 6A. Mil 510. 5625162 -33 d FN.A. �. aFRAMING I PLAN - SOFFIT ABOVE CASHWRAP SCALE 1/r 1 1 • TRANSVERSE CR055 MEMBER 362516233 3 5/5' 20 6A ML. 510 16' rrOL. TYP. 5105 MAY SHIFT TOR — 36251162 -362 -3 3E9 3 352' 20 6A HR. 510. 3625162 -93 W 96' 6Y1'. B0.O V. 300 6101 01 01 3 5/0' 20 6A. HR. 510. 3625162 -33 TV 5/e' 9TP. BD. O �3 5/3' 20 6A HR. ST0 16' 00. TYP. 5705 HAY SHIFT Fji,16H1sCE510066- n+n 5625162 -33 TRANSVERSE CR055 MEMBER 3 3/5' 20 6A MR. 51110. 3625162 -33 `ao • • • • FRAMING PLAN - SALES AREA DROPPED SOFFITS SCALE Ur - T-o IP di: ' 0 iii 35/6' 20 6A, M1L 510 3623162 -33 MV 5/5' 6Y6. eo. ( L s ) 3 50 20 6A, OR. 510 16' 00. TYP. 5105 MAT SMFT FOR LI6HT 00516N. 6.6162902,03 1RAN5VERSE CR055 MEBER. 3 5/6' 20 6A. Mil 510. 5625162 -33 d FN.A. �. aFRAMING I PLAN - SOFFIT ABOVE CASHWRAP SCALE 1/r 1 1 • TRANSVERSE CR055 MEMBER 362516233 3 5/5' 20 6A ML. 510 16' rrOL. TYP. 5105 MAY SHIFT TOR — 36251162 -362 -3 3E9 3 352' 20 6A HR. 510. 3625162 -93 W 96' 6Y1'. B0.O V. 300 6101 01 01 3 5/0' 20 6A. HR. 510. 3625162 -33 TV 5/e' 9TP. BD. O �3 5/3' 20 6A HR. ST0 16' 00. TYP. 5705 HAY SHIFT Fji,16H1sCE510066- n+n 5625162 -33 TRANSVERSE CR055 MEMBER 3 3/5' 20 6A MR. 51110. 3625162 -33 `ao • • • • FRAMING PLAN - SALES AREA DROPPED SOFFITS SCALE Ur - T-o CARUSO 1215 W. Rio Salado Pkwy TURLEY Suite 200 Tempe, AZ 85281 SCOTT T: 480-774-1700 consulting F: 480-774-1701 structural engineers I I I'.. '' '• 1 ' .1 I : • • 1 i 4 , kit pi-, Job Name (:I r) Job No. Sheet No. 7 By Date P-11A 10\/ 4 I • • ' I , I . . " 1 • , ; ; ; ! • I: • : :..,,,,Q .." . ,..• • 4.t.'2, e..ii". t ,- / 4' •--, L-,6.,`) V f RX, -h7 C.Q. • • i r , # i • . i • i . I 44.; 3: .I'..•-• C • il.' r ....=.-- ) t 7 -.-, t rF . - 2 4 se- . • i U 6 t7 ..4.4 • A • ' C.4401"'" • j ; . . . . . . t • ; ! , i i • . . 1 . 1. . . 7 . . . . . • -1 , 1, , • - . , ' . . . . . . .... 1 , , ! . : . . • . . I . , t 1 i • I 1:1 L.:L. i ' • 1 i • - - ;t• [-i- '.--- -t - I : : I • - ! 4 • • 1 • l• ' 4 ' • • ; • , ' 4 1 1 1 • • • ' • ' ' 4 4 4 I • • 1 * ' i • . it it ; i ' ' '' ' 1 ' ! : ; 41 4 . • 4 4 I ! - 1 - - - i . . 1. • • 4 : i , . ' • 1 , 1 1 I 1 1 -1-... .- ,--- - I 44 . : i .-;• 4 -4 ••4• • --- • • - -1 -1 1 - • ' - - 1-• 4 t 4 - — • 1 • 4 - ' 1 • . ...— . 4 ; - ; ; • - ; -I- i - ; ' - ; .. ... . . - •: .I" • , : " t . • • 4. . 1 1 ; 7 • • 1 • 1 • 4 • . . . 4_ • .; .• _ ! • '•• I • • •4- ;-• • , ! . : ' " ' • • • . : I . • 1 • 1 1 1 : ; I ; I- - • • • ;. ; I - . i. .; ; . ,.4. i . 1_ : , 4 ; ' ; • . . ; . '. I I i ; I , • : , - • 4 ; • • • 4 : 1 -1 ,^ 1 ., • ' ,. 4 4 . i ■ . • !' -11-: • I . • ; 2001 North American Specification Project: typ joist Model: Date: 9/22/2010 3.00 ft Section : 362S162 -33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 1023.6 lb 2.00 ft Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 14.0 0.032 6.1 Full 440.9 0.014 0.000 U203251 Right Cantilever 14.0 0.032 8.9 Full 440.9 0.020 0.003 U17206 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 5.8 1.00 165.2 0.0 0.04 No R2 29.2 1.00 323.4 14.0 0.14 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 5.8 0.0 1.00 0.01 0.00 0.00 NA R2 15.2 14.0 1.00 0.01 0.03 0.00 NA 2001 North American Specification Project: transverse member Model: Date: 9/22/2010 R1 2.66 ft Section : 362S162 -33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 1023.6 lb 1.33 ft Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 19.5 0.044 10.9 Full 440.9 0.025 0.001 U50348 Right Cantilever 19.5 0.044 12.4 Full 440.9 0.028 0.001 U34908 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 21.9 1.00 165.2 0.0 0.16 No R2 65.8 1.00 323.4 19.5 0.29 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor V/Va M /Ma Unstiffen Stiffen R1 21.9 0.0 1.00 0.02 0.00 0.00 NA R2 36.6 19.5 1.00 0.04 0.04 0.00 NA CARUSO 1215 W. Rio Salado Pkwy TURLEY Suite 200 Tempe, AZ 85281 SCOTT T: 480-774-1700 consulting F:480- 774 -1701 structural engineers Job Name /'x'1.4 .1 ?') 1 Y.1' Job No. By ,•:/i1) "1'PY- I ,i vei @, ` ' ‘t.4.0-* 4: ?�G. :r-> Y 1"N 5 ,kt e6! ' :d..^W/ Sheet No. ( 4) Date "7"-f, . ' . • JIM . • L J- ;,04, • I I - C CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480 - 774 -1700 F: 480 - 774 -1701 Job Name p tip t� r Job No. t I'M By r I AA i;uro)' ea 41.—r H t c.., /A ✓t>t 0(1.0 0-'5 OS �+T Sheet No. II 11.1 J Date IL 2001 North American Specification Project: BRACE Model: Date: 9/22/2010 t R1 R2 9.00 ft Section : 362S162 -43 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 612.0 Ft -Lb Moment of Inertia, I = 0.710 inA4 Va = 1739.1 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 0.0 0.000 0.0 Full 612.0 0.000 0.000 L/0 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 0.0 1.00 276.7 0.0 0.00 No R2 0.0 1.00 276.7 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (Ib) P /Pa Value Center Span 149.0 (c) None None 177 1024.4 (c) 0.15 0.15 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Southcenter Mall Date 10/04/2010 2800 Southcenter Mall For Building Department Use FILE, (` "t t) �" Seattle, WA 39188 Applicant Name: Arden B Applicant Address: Applicant Phone: 10032.9 '� op Project Description ❑ Plans Included i b1 �-: requirements. 1 11 ❑ New Building ❑ Addition 0 Alteration Refer to WSEC Section 1513 for controls and commissioning • Compliance Option (l Prescriptive (i) Lighting Power Allowance (0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 70.0 1680.0 1 No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage 20(b Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft2 Allowed x Area Sales Retail Stores 2.86 3508.0 10032.9 Sales Decorative Lighting 36 70.0 2520.0 Fl WALLWASHER 24 70.0 1680.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 10032 .9 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A FLOUR. DOWNLIGHT 14 42.0 588.0 B MH DOWNLIGHT 36 70.0 2520.0 Fl WALLWASHER 24 70.0 1680.0 H TRACK HEAD 94 25.0 2350.0 Jl CHANDELIER 3 300.0 900.0 J2 CHANDELIER 1 420.0 420.0 J3 CHANDELIER 7 60.0 420.0 Q 4' FLOUR. STRIP 5 32.0 160.0 R RECESSED 4' FLOUR. STRIP 10 60.0 600.0 Z RR LIGHT /FAN COMBO 1 52.0 52.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 9690.0 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 si.. he lamp wattage) and •' other criteria as.specified in Section 1530. For hard -wired ballasts only, the default table in the ':,i r" eference Manual fi� �y.�ls'paetu s,fFor track lighting, list the greater of actual luminaire wattage or length of trac" ' s applicable, COD�t� atta tle_ of u re t i Ring devices or of the transformer. /� 34Listall�llat��Et�'Qr a empt lighting, note section and exception number, and leave Watts /Fixtrltd:�, �� OCT OP Cl1,iJ City ofTukwila "m Sri � G DIVI IOm DIO- 22? 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) C Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Liahtinp Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5." 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stationsn 1.0 Cafeterias, fast food establishments', restaurants /bars5 1.3 Post office 1.1 Dormitory 1.0 Retail7u, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces5 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Proj Addres Southcenter Mall Date 10/04/2010 2800 Southcenter Mall For Building Department Use Seattle, WA 39188 Name: Arden B Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Tradable Proposed Lighting Wattage Total Allowed Watts Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Total Proposed Watts Non - Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Proposed Watts may not exceed Allowed Watts for Category 2Q06 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) 2Q06 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS LTG -EXT Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W/ft2 Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft2 Stairways 1.0 W/ft2 Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft2 Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft2 Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft2 for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft2 Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Soathcenter Mall Date 10/04/2010 Use this form if you are claiming any ceiling height ad1ustments for your Lighting Power Allowances for interior lighting. The Qccupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft 2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 SALES RETAIL STORE 2.70 12.0 feet 9 feet 2.86 ** From Table 15 -1 based on exceptions listed in footnotes 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms Revised July 2Q07 Project Address southcenter Mall Date 10/04/2010 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n. a. (a) timer w /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 IMax. watts 'Indicate watts for each exit sign I 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 yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n. a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 Transformers 'Indicate size and efficiency I t If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energ Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft2 enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft2 or 5% of the building footprint for footprints over 100,000 ft2, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SOUTHCENTER MALL Date 10/04/2010 2800 Southcneter Mall For Building Dept. Use h ` +G r Seattle, WA 98188 Applicant Name: Arden B Applicant Address: Applicant Phone: Location Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option O Simple System O 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. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location HP-1 TRANE TWA120D3 123 N/A N/A 11 EER N/A ROOF IOU in. 201 __...4 Wing OCT' o P 2010 onvirm Nfk,,aA 3— ell Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 AHU -1 TRANE TWE120D3 64300 4000 ECONO N/A N/A N/A IOU in. 201 __...4 Wing OCT' o P 2010 onvirm Nfk,,aA 3— ell Fan Equipment Schedule Equip_. 'ID 1 1pa Bra icilN Q're,1 Model No.' CFM sp' HP /BHP Flow Controls �TYO�� of Service G.wa cont. - W mrar u 4.I'I Ij1� A I�I�p m� AP��M�w i /A rail �0hia Pram r� "sue IOU in. 201 __...4 Wing OCT' o P 2010 onvirm Nfk,,aA 3— ell 'If emall$q,le �, �,Ps.I'gR�`s1_ted�a�eco ding to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as apptic l ei• ;I3wLbbntr I tglegMle air volume(VAV), constant volume (CV), or variable speed (VS). 10 /O I 22? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: E Constant vol? [] Air cooled? Packaged sys? <20,000 Btuh? Economizer included? , Split system? If Heating Only: <5000 cfm? <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Heating /Cooling or Cooling Only Reference Section 1421 Yes Reference Section 1423) Simple System Allowed (section 1420) otal Ca . wo economize <240,000 Btuh or 10 %? Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SOUTHCENTER MALL Date 10/04/2010 2800 Southcneter Mall For Building Dept. Use Seattle, WA 98188 Applicant Name: Arden B Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment, Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. ' COP, HSPF Combustion Efficiency, or AFUE, as s applicable. Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant vol? Split system? Air cooled? Packaged sys? <20,000 Btuh? Economizer included? If Heating Only: <5000 cfm? <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. CSTART ) Heating Only Heating /Cooling or Cooling Only Reference Section 1421 (Reference Section 1423 otal Ca . wo economize <240,000 Btuh or 10 %? Simple System Allowed (section 1420) Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - 2006 Washington State Nonresidential Complex Systems Checklist MECH Forms -COMP Energy Code Compliance Revised July 2007 Project Address SOUTHCENTER MALL Date 10/04/2010 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations moo 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup no is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here • Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14 -1G as/Oil Furnac input ? 225,000 tuh or Gas/O' 1 Heat Yes • Any Fuel Furnac input > 225,000 Btuh? Air System Serving Multiple Zones? apacity of H Heating System > 00,000 Btuh 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input? 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required Yes • 1411.1 0.75% Maximum Jacket Loss Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required Yes Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required (continued on back) 4 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems (back) MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms .0% Air Econ Provided? Section 1413 Yes Total Clg Capacity w/ Water Econo <500 Tons' Yes tal Cap. cono <= 480,00 Btuh or 20% of otal Cap.'s Yes o ► Section 1433 Economizer Required 1 Yes Yes Yes. Section 1436 50% Effective Heat Recovery Required otor Incl. I qpmt. Covr'd by Tbl 14- 1A -14- 1G? Yes Multi -speed Motor in Multi - •eed system? stem or Zon w/ Simultaneous Htg. & Clg.? Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Recooling No—• Application Involves Variable Flow? Section 1437 Motors Must Meet Efficiencies in Table 14-4 Section 1438 Variable Flow Devices Required • DONE Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 2006 Washin ton State Nonresidential Ener• Code Corn • liance Form Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address SOUTHCENTER MALL Date 10/04/2010 Complette th. a 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). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 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 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 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 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 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. listing 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. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH 2006 Washington State Nonresidential Energy Code Compliance Forms -CHK Revised July 2007 Project Address SOUTHCENTER MALL Date 10/04/2010 The following information_ Washington State s.-- fecessary to check a Nonresidential Energy Code. mechanical permit application for compliance with the mechanical requirements in the Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M100 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M100 yes 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M100 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M100 no 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M100 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 14100 no 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M100 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans M100 no 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule yes 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg-F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg 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 M200 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M200 n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements n.a. 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M200 n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M200 n.a. 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank P100 yes 1442 Shut -off controls Indicate automatic shut -off P100 yes 1443 Pipe Insulation Indicate R -value of insulation on piping P100 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 yes 1452 Heater Efficiency Indicate pool heater efficiency P100 no 1453 Pool heater controls Indicate switch and 65 degree control no 1454 Pool covers Indicate vapor retardant cover no 1454 . .. ... Pools 90+ degrees Indicate R -12 pool cover Ircled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance-at the specified rating conditions not less than the values shown in ISIXTEWough 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry - bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. -- 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry - bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. -- 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall includes 1. Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu/h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SOUTHCENTER MALL Date 10/04/2010 For Building (Department Use 2800 Southcneter Mall Seattle, WA 98188 Applicant Name: Arden B Applicant Address: Applicant Phone: I N C O R P O R A T E D ARCHITECTURE • ENGINEERING • STORE PLANNING SAINT LOUIS ORLANDO DALLAS LAS VEGAS September 22nd, 2010 City of Tukwila Building Division Attn: Allen Johannessen, Plan Examiner 6300 Southcenter Blvd. #300 RE: Arden B at Southcenter Mall 2800 Southcenter Blvd. Project NO. 100840 Plan Review #D10 -223 Mr. Johannessen, This letter is in response to your plan review dated September, 10th 2010, of the above project. 1. The new GWB ceiling combined with ceiling elements and framework will be imposing loads different than that of the suspended ceiling to be removed. Provide engineers calculations with detailed specifications for the mechanical fastening and bracing of the new GWB ceiling, to the structure above. Response: Structural Details and Calculations are attached. 2. Show an 18" vertical grab bar in addition to other grab bars for the accessible toilet stall on barrier free plan details. Response: Two horizontal grab bars were already specified on detail 8 of A601. An 18" vertical grab bar adjacent from the toilet has been added to the detail per the 2003 ANSI 604.5.1. 3. Portions of the mall share a return air plenum. As a result the demising walls typically require the wallboard to stop 6" below the upper roof deck. It is not clear if this is the case or if the tenant HVAC system is separate from the Mall's HVAC return air system. Please provide clarification with the details for the top of wall framing and show GWB ending 6" below the roof deck if applicable. Response: Arden B's space is not part of the mall's shared return air plenum. Mechanical drawings specify Arden B's own system. Gyp. Bd. 6" below deck is not needed. 4. Provide the UL listing on the wall types for the walls rated 1 hour. Response: UL Rating has been added to Partition Type 1, 1A, 1B, 8, 1C on sheet A501. If you have any questions, comments or need any additional information regarding this letter please contact Janine Buettner at ArcVision Inc. 800 - 489 -2233. ine Buettner ct Manager ettner @arcv.com b CORRECTION LTR #. I bio223 RECEIVED SEP 23 2010 PERMIT CENTER 1950 Craig Road Suite 300 • St. Louis, MO 63146 -4106 • Phone (314) 415-2400 • Fax (314) 415-2300 • City of Tu eta Department of Community Development • Jim Haggerton, Mayor September 14, 2010 Margo Kozich 2136 Purcell Dr Fernandina Beach, FL 32034 RE: Correction Letter #1 Development Permit Application Number D10 -223 Arden B — 680 Southcenter Mall Jack Pace, Director Dear Ms. Kozich, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ^7,X R(12.0-v Bill Rambo Permit Technician encl File No. D10 -223 W:\Permit Center \Correction Letters \2010\Dt0 -223 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: September 10, 2010 Project Name: ARDEN B Permit #: D10 -223 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The new GWB ceiling combined with ceiling elements and framework will be imposing loads different than that of the suspended ceiling to be removed. Provide engineers calculations with detailed specifications for the mechanical fastening and bracing of the new GWB ceiling, to the structure above. 2. Show an 18" vertical grab bar in addition to other grab bars for the accessible toilet stall on barrier free plan details. (2003 ANSI 604.5.1) 3. Portions of the mall share a return air plenum. As a result the demising walls typically require the wallboard to stop 6 inches below the upper roof deck. It is not clear if this is the case or if the tenant HVAC system is separate from the mall's HVAC return air system. Please provide clarification with details for the top of wall framing and show GWB ending 6 inches below the roof deck if applicable. 4. Provide the UL listing on the wall types for the walls rated 1 hour. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • ALKEMEYER & A S S O C I A T E S ENGINEERING CONSULTANTS mechanical electrical • plumbing August 31, 2010 Attn: City of Tukwila Building Division Attn: Allen Johannessen Re: Arden B- Southcenter Mall 280 0 Southcenter Blvd. Seattle, WA 98188 Allen The following is in response to your comment dated August 24, 2010 for the above referenced project. ELECTRICAL: Comment no. 1: Provide a floor plan that identifies means of egress. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average of 1 foot - candle and a minimum of 0.1 foot - candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Response: The amount of emergency lighting along the path of egress has been verified and marked more clearly on the plans. See revised sheet E200 and E300. If you have any questions or further comments, please feel free to give us a call. Sincerely, Matthew Fisher, PE Alkemeyer & Associates 353 MARSHALL AVENUE • ST LOUIS MO • 63119 • WWW ALKEMEYER COM • P• 314 772 1782 F• 314 772.0108 Jim Haggerton, Mayor Department of Community I? evelopment Jack Pace, Director August 25, 2010 Margo Kozich 2136 Purcell Dr Fernandina Beach, FL 32034 RE: Incomplete Letter #1 Development Permit Application D10 -223 Arden B — 680 Southcenter Mall Dear Ms. Kozich, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 19, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, Bill Rambo Permit Technician Enclosures File: D10 -223 W: \Permit Center\Incomplete Letters\2010\D10 -223 incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 24, 2010 Project Name: Arden B Permit #: D10 -223 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a floor plan that identifies means of egress. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. I PE' 1 t; PLAN REVIEW /' ING SLIP ACTIVITY NUMBER: D10 -223 DATE: 09 -23 -10 PROJECT NAME: ARDEN B SITE ADDRESS: 380 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Auildin Ivision n Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09 -28-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -26 -10 Approved n Approved with Conditions X Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERMIT C : + I RD COPY 10 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -223 DATE: 09/07/10 PROJECT NAME: ADEN B SITE ADDRESS: 680 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued D PART ENT : B i s ing Division P c Wd'rlt1 h to Fire Prevention Structural NM- 9 -to Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LC4, Comments: Incomplete ❑ DUE DATE: 09/09/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/07/10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: q—ki+k0 Bldg Fire El Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • bpE ITC C.-Y :W PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -223 PROJECT NAME: ADEN B DATE: 08/19/10 SITE ADDRESS: 680 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENT : ui ding Division Public Works Fire Prevention Structural JAL N/ Q-)-i4-1 ° Planning Division nPermit Coordinator II u DETERMINATION OF COMPLETENESS: (Tries., Thurs.) Complete ❑ Comments: DUE DATE: 08/24/10 Incomplete Not Applicable Permit Center Use Only � � INCOMPLETE LETTER MAILED: 8-)-3-(0 -(O LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/21/10 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /' zj -/a izr 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: if /3J ,9f%T/-1G6 /V/Tt/ /77//1-Z- Project Address: � 7Sg "\i/7/0A/C— %G�✓Ti -/ �/T 2 / ,41-t Contact Person: /�// &JT/t/ // Phone Number: /% /4 - 4/fOloo Summary of Revision: /0t/ 0/e/ MEM fallilvarnagtvu Sheet Number(s): "Cloud" or highlight all areas of revision including date o ision Received at the City of Tukwila Permit Center by:/ r /0 Entered in Permits Plus on H:\Applicanons\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 PabWifirdliWo P,ug 30 10 08:09a CPG, Margo KAN City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # I00 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 20h-431-3665 Web site: http.;iww ,.ci.tulctivilu wa.us 91111 0397 p.4 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc, Date: 08/31/10 OI ❑I ❑ 1 Project Name: Arden B Project Address: 680 Southcenter Mall Codtact Person: Ashlie Rathgeber Summary of Revision: Plan Check/Permit Number: D1 0-223 Response to Incomplete Letter # 1 Response to Correction Letter ii Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Phone Number: 314 - 415 -2400 C111•4.4 SEP 07 2010 PERMRC 'EA Ian was created to identify means of egress. Path of travel was dirnerrsort•ed on plan. Emercency illumination has been inclu • e. on e ec rlc. - - , ' - - _ _ _ - • path_ of e.gr S All Vighting specifications requiremen eeded er building departmen requ Sheet Number(s): A000R1, F100.1R1, E200R1, E300R1 "Clo►td" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 'apphctilions\rorms- applications an linctmvision suhmittal Created: 5 -13 -200.1 Reviseµ: �Q RECEIVED 08 -30 -2010 06:50 FROM- 9044910397 T0- ARCVISION PAGE 004 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 . oo 7001-i t-'v i" -lam 13tt) l ;Za Property Street Address 8/ 7.-74 r6 . HA 9g /I' City State ZIP .4 6'V /5 Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) 1 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ 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? O Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 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 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 / Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RECEIVED CITY OF TUKWILA AUG 19 2010 (PERMIT CENTER RCE PIO Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given iscorre t. I und and that the capacity charge levied will be based on this information and any deviation will require resubmission f co ..: s Lion of a revised capacity charge. Signature of Owner /Representative \n. Date //////0 0 Print Name of Owner /Representative 1058 (Rev. 9/07) White - Kino County Yellow - Local Sewer Aaencv Pink - Sewer Customer Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CORNERSTONE CONSTRUCTION SVS UBI No. 603050614 Phone 9726363100 Status Active Address 8858 Fm 1565 License No. CORNECS906PE Suite /Apt. License Type Construction Contractor City Royse City Effective Date 10/7/2010 State TX Expiration Date 10/7/2012 Zip 75189 Suspend Date County Out Of State Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date REYNA, ALICIA Owner 10/04/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6735341 09/27/2010 Until Cancelled $12,000.00 10/04/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 FIRST MERCURY INS CO FMTX006808 01/06/2010 01/06/2011 $1,000,000.00 10/07/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 10/07/2010 STRUCTURAL CHANGES RESPONSIBILITY OF WORK -TIN& WA - NOT APPLICABLE T 1. - LANDLORD TOG - TENANT GENERAL. GONTRAGTM . go. 1194 FUM16132 IBYWSTALLED BY JI CONCRETE SLAB E E 2, FLOOR PREPARATION FOR FINISHED FLOOR T6G TGG 0 DEMISING WALL METAL STUDS (SEE NOTE #5) * E E k4 DEMISING WALL GYPSUM BOARD (SEE NOTE *5) * E E z REPAIRING DEMI51N5 WALL GYPSUM BOARD WHERE DAMAGED OR HISSING TOG TGG F� ;INTERIOR PARTITIONS TGG TGG y ,STOREFRONT TEMPERED GLAZING TGG TGG A\ STOREFRONT GLAZING SYSTEM (SEE NOTE *1) TGG T6C M STOREFRONT REVEALS TGG TGG Ib DECORATIVE STOREFRONT PANEL (113) T T60 ji, WOOD VENEER (W2) * * * * * TGG T6G 4 GLASS DOOR T6C TGG I5 CERAMIC TILE (TI) T TGG I4 TILE GROUT AND MORTAR T6G TGG `I5 MALL TILE (T2) TGG TGC I0 STOCKROOM VGT 4 LAVATORY SHEET VINYL (T3 4 T4) TGG TGG ki CERAMIC TILE BA5E (BI) T T6G pI$ RUBBER BASE (BS) T6G TGG A601 WOOD BASE (52) T TGG ;0 PAINTING TGG TGG 121 WALLGOVERRING * * * * T . TGC 112 REFLECTIVE MIRROR FOR BACKWRAP T T6G 23 METAL FURRING FOR WALL STANDARDS XXX TGG ?4 I X 4 WOOD BLOCKING FOR STOCKROOM STANDARDS T6G T6G 25 FITTING ROOM STOOLS T T 2b VISUAL PACKAGE T T6G 21 CABINETS AT BACKWRAP T TGG 128 SIGN AT BACKWRAP T TGG 24 CASH WRAP COUNTER T TGG 30 BACK WRAP COUNTER TOP $ LOWER CABINETS T T6G 1 31 DOORS AND HARDWARE TGG TGG 32 DETEX ALARM AT REAR SERVICE DOOR T T6G 33 FITTING ROOM DOORS, FRAMES, HINGES AND LAMINATE T T6G 34 FITTING ROOM LOCK SETS T TGG 35 FITTING ROOM HANGBAR T TGG `36 HANDICAP FITTING ROOM BENCH T TGG 31 FITTING ROOM MIRRORS TGG T6G 38 CORNER GUARDS T6G T6C 54 SALES AREA MIRRORS (FRAME BY T) TGG TGG 40 2'x4' MARKETING GRIDS AT STOREFRONT WINDOWS T T6G 41 SOUND SYSTEM SPEAKERS, AMP 4 DECK T T 42 SOUND SYSTEM WIRING T T ,43 STOCKROOM STANDARDS, HANG RODS AND SHELVES T TGG ;44 MICROWAVE, REFRIGERATOR, $ SAFE T TGG 45 BREAK TABLE T6G TGG ;46 SAFE (RELOCATION, IF REMODEL) . TGG T6G 47 STOCKROOM LOCKERS T TGG 48 FREE STANDING FLOOR FIXTURES T TGG 44 SALES AREA RECESSED WALL STANDARDS T ■ TGC 50 ALL SCREWS, CONNECTORS, BOLTS, BACKING, ETC. TGG TGG 51 SALES AREA HANG RODS, BRACKETS, FADE OUTS, ETC. (SEE NOTE*21 T T 52 FIRE EXTINGUISHERS (2 REQUIRED) TGG TGG 53 CEILINGS E SUSPENSION SYSTEMS T6G TGG 54 LIGHTING FIXTURES AND LAMPS T TGG 55 EXIT LIGHTS T TGG 56 EMERGENCY LIGHTS T TGG 51 SPRINKLER SHOP DRAWINGS I SYSTEM d PERMIT TGG TGG 58 ELECTRICAL PANELS 4 TRANSFORMER TGG TGG 54 ELECTRICAL CONDUIT I WIRING TGG T6C 60 CORNER GUARDS (SEE NOTE *6) T T6C 61 STOREFRONT SIGN IE CIE T T6G 62 STEEL FRAMING FOR 5I6N SUPPORT k TGG TGG 63 STOREFRONT SIGN PERMIT TGG • TGG 64 PROFESSIONAL GLEANING V TGG TGG 65 HVAG SYSTEM TGG TGG 66 HVAG UNIT T TGG 61 VAV BOX * * * T TGG 68 HVAG TT•ERMOSTAT (NEW HVAC UNITS ONLY) T TGG 64 VAV CONTROLS * * TGG T6C 10 PLUMBING /SAW CUTTING TGG . TGG 11 RESEGURE EXISTING PLUMBING FIXTURES TGG TGG 12 PLUMBING FIXTURES * * * TGG TGG 13 ELECTRICAL WIRING RUN TO SPACE (SEE NOTE 415) E TGG 14 ELECTRICAL CONDUIT RUN TO SPACE (SEE NOTE *5) E TGG 15 TELEPHONE WIRING RUN TO SPACE (SEE NOTE #5) E TGG 16 TELEPHONE CONDUIT RUN TO SPACE OE NOTE k5) E TGG 11 SEWER STUB INTO SPACE (SEE NOTE *5) E • T60 is SPRINKLER SYSTEM STUB -IN (SEE NOTE . *5) • E T6G 74 RATED CEILING TILES -IN STOCKROOM WA WA 80 LOW VOLTAGE WIRING FOR CASHWRAP TGG TGG I. LIKE MATERIAL MAY BE SUBSTITUTED WITH OWNER'S APPROVAL. 2. T.G.G. TO RECEIVE AND. VERIFY CORRECT. 5. ANY ITEM NOT SPECIFICALLY LISTED ABOVE AND SHOWN ON THESE DRAWINGS SHALL BE BY T6G. 4. ITEMS LISTED ABOVE AS SUPPLIED AND INSTALLED BY TENANT SHALL BE COORDINATED BY T6G. 5. T.G.G. TO FIELD VERIFY EXISTING. 6. T.G.G. TO REQUEST FROM TENANT VENDOR WITH WALLPAPER. E T.G.G. TO VERIFY PRIOR TO SUBMITTING BID. s* T.6.0. TO VERIFY AND COORDINATE WITH MANWFAGTURER. * ** IF APPLICABLE. s *** T.G.G. IS RESPONSIBLE FOR CONFIRMING TAKE -OFF WITH WET SEAL PROJECT MANAGER. * ** * * T.G.C. TO PURCHASE THROUGH TENANT VENDOR. GRAPHIC SYMBOLS DETAIL NUMBER SHEET WHERE DETAIL IS SHOWN SECTION CUT BUILDING CROSS SECTION ELEVATION ROOM NUMBER KEY NOTE WINDOW NUMBER PARTITION TYPE DOOR NUMBER FINISH ITEMS EQUIP. NUMBER ELEVATION BENCHMARK REVISION NUMBER OFFICE •:* LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITIONS TO CEILING NEW PARTIAL HEIGHT PARTITIONS STOPS SHORT OF CEILING PARTITION OR MATERIAL TO BE REMOVED Illffl x /IL YAP %% „11/.,,y. II!IIIIIIIIIIi YALAILWAIOW EARTH GRANULAR FILL POURED CONCRETE CONCRETE BLOCK FACE BRICK STEEL ROUGH FINISHED WOOD PLYWOOD RIGID INSULATION INSULATION GYPSUM BOARD METAL CERAMIC TILE ASPHAULT PAVING SEPARATE PERMIT REQUIRED FOR UIRED FO / i�t Mechanical Electrical i lumbIng Oren POIng City of Tukwila BUILDING DIVISION ARDBfl B® SOUTHCENTER MALL 680 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #220, STORE #3424 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. b Ia2x3 Pi nn review approval is subject to errors and omissions. I. ::: roval of construction documents does not authorize 1 violation of any adopted • r ordinance. Receipt a` approved Fie op = �• Itlons is acknowledged: By Date: l(7- .-a01a g �City Of Tukwila T.G.C. SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND STARTB�F�IT�IY" DIVI ION CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. T.G.C. SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC. AS SET FORTH BY THE LANDLORD. CODE REVIEW CODES: BUILDING 2009 INTERNATIONAL BUILDING CODE PLUMBING: 2009 INTERNATIONAL PLUMBING CODE MECHANICAL 2009 INTERNATIONAL MECHANICAL CODE ENERGY: 2006 SEATTLE NON— RESIDENTIAL ENERGY CODE ELECTRICAL 2008 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: II —B USE GROUP CLASSIFICATION: MERCANTILE OCCUPANCY LOADS: SALES FLOOR 2703 SQ. FT. DIVIDED BY 30 = 90 NON- SALES 397 SQ. FT. DIVIDED BY 300 = 1 FITTING ROOM 400 SQ. FT. DIVIDED BY 30 = 13 TOTAL 114 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 2703 SQ. FT. FITTING ROOM 400 SQ. FT. STOCK ROOM 339 SQ. FT. TOILET ROOM 58 SQ. FT. TOTAL 3500 SQ. FT. SITE LOCATION PLAN SOUTHCENTER MALL JP Of SPACE LOCATION PLAN M�012l��'tI��3M rncicys ARDEN B SPACE #220 3,500 S.F. Li a 0 a IN IMP MN NOTE PER ARDEN B, LANDLORD HAS 10 WORKING DAYS, FROM DATE OF RECEIPT OF CONSTRUCTION DOCUMENTS, TO REVIEW. ggr N CO W CC O N W CL cn 1 mummumMEMEMMONIMMEMMEMMEMMEMMEMMEMMEMEMEMEMEMMEMMEMMEMMEMEMMEMMEMMOMMEMMEMMEMMMME MYCa'�MEi1YER BLJi�MMI MI1'C�'�iYLYSLLLLiiYSMQ��MM� IIMMENOMMMIMMINIMMWEEMEMMEMESEMMOMMIMMOMMIMMOMMEM ■ ■ ■ ■ ■t■ ■ ■ ■ ■MEEMI■ ■ ■ ■ ■ ■ ■ ■ ■riA\ JC a.:f \ ■NUMMXh 1013mEEMMNIMMIMMEMMAIEMMOMMINIMMOMMIMMEMMINIMMEED MIEMEAIMMINIMMIMMOU BOO MINIEMMEM 11133=9=3111MMOMMEME=MMAMEMMMENNIMMOIMMOMMMEMMOMMmEME=MMOMMIWARMEN4WWWWINIMPAMEM MEME=SMOMMOMMOMMEMEMMOMMOMMINNOMMINIMMUMMOMMOMMEMIMENIMMOMMIONMEMMINIMMNIMPRIMME UM EMIEMOMMEMMEMMEMEMMEMEMEMEMEMMEMEEMMEEMEMEMEMEMMIEMEMEMEMEMEMME MEEMEZMUEIMCmAMMEMOMMEM I hereby certify that these plans and specifications were prepared by me or under my direct supervision and to the . best of my knowledge, comply with all applicable codes. I am a duly registered architect under the laws of the state of WASHINGTON as signified by my hand and seal. PROJECT NO: 100840 DRAWN BY: MR CHECKED BY: JRB REV ISSUE DATE: 08/02/10 TITLE SHEET DATE 08/31/10 09/02/10 09/17/10 09/22/10 EMI DESCRIPTION BD COMMENTS LL & OWNER CMNTS. BD COMMENTS NAME MR MR MR JRB A000 DRAWING INDEX REV DATE A000 TITLE SHEET A 09/22/10 ASP1 ARCHITECTURAL SPECIFICATIONS ASP2 ARCHITECTURAL SPECIFICATIONS D1 00 DEMOLITION PLAN z 09/02/10 Al 00 FLOOR PLAN /NOTES /SCHEDULE A\ 09/02/10 Fl 00 FIXTURE PLAN & NOTES A\ 09/02/10 F1.00.1 EGRESS PLAN 09/02/10 F101 FINISH PLAN & NOTES A\ 09/02/10 Fl 02 FLOOR FINISH PLAN /DETAILS /NOTES A\ 09/02/10 Al 01 REFLECTED CEILING PLAN /SCHED. 09/02/10 Al 02 CEILING FRAMING PLAN & SECTION A\ os /02 /10 A200 STOREFRONT PLAN & ELEVATION A 09/17/10 09/17/10 09/17/10 A300 STROEFRONT SECTIONS /\ A400 STOREFRONT DETAILS A\ A500 INTERIOR ELEVATIONS A 09/02/10 A501 PARTITION TYPES / SIGNAGE DETAILS A 09/22/10 A600 TYP. RECESSED STANDARD WALL DTLS. 09/02/10 A601 CONSTRUCTION / TOILET ROOM DETAILS A 09/22/10 A602 CASHWRAP / BACKWRAP DETAILS A\ os /02/10 A603 TYPICAL FITTING ROOM DETAILS A\ 09/02/10 El 00 POWER PLAN 09/02/10 E200 LIGHTING PLAN A 09/02/10 E300 LIGHT FIXT..SCHEDULE - -& DETAILS / 09/02/10 E400 ONE —LINE DIAGRAM & SCHEDULES A\ 09/02/10 E500 SPECIFICATION SHEET A\ 09/02/1 o M100 MECHANICAL PLAN A\ os /02/10 M200 MECHANICAL SPECIFICATIONS 09/02/10 P100 PLUMBING PLAN 09/02/10 S I { .Q r e . 7 4 5 Tom. PM t "3 I REVIEWED FOR CODE COMPLIANCE PPRfV D OCT 0n2JU City of Tukwila BUILDING DIViRifi ACTION RECEIVED L114_1 SEP 23 2010 PERMIT CENTER bi0 Z2 3 ggr N CO W CC O N W CL cn 1 mummumMEMEMMONIMMEMMEMMEMMEMMEMMEMMEMEMEMEMEMMEMMEMMEMMEMEMMEMMEMMOMMEMMEMMEMMMME MYCa'�MEi1YER BLJi�MMI MI1'C�'�iYLYSLLLLiiYSMQ��MM� IIMMENOMMMIMMINIMMWEEMEMMEMESEMMOMMIMMOMMIMMOMMEM ■ ■ ■ ■ ■t■ ■ ■ ■ ■MEEMI■ ■ ■ ■ ■ ■ ■ ■ ■riA\ JC a.:f \ ■NUMMXh 1013mEEMMNIMMIMMEMMAIEMMOMMINIMMOMMIMMEMMINIMMEED MIEMEAIMMINIMMIMMOU BOO MINIEMMEM 11133=9=3111MMOMMEME=MMAMEMMMENNIMMOIMMOMMMEMMOMMmEME=MMOMMIWARMEN4WWWWINIMPAMEM MEME=SMOMMOMMOMMEMEMMOMMOMMINNOMMINIMMUMMOMMOMMEMIMENIMMOMMIONMEMMINIMMNIMPRIMME UM EMIEMOMMEMMEMMEMEMMEMEMEMEMEMMEMEEMMEEMEMEMEMEMMIEMEMEMEMEMEMME MEEMEZMUEIMCmAMMEMOMMEM I hereby certify that these plans and specifications were prepared by me or under my direct supervision and to the . best of my knowledge, comply with all applicable codes. I am a duly registered architect under the laws of the state of WASHINGTON as signified by my hand and seal. PROJECT NO: 100840 DRAWN BY: MR CHECKED BY: JRB REV ISSUE DATE: 08/02/10 TITLE SHEET DATE 08/31/10 09/02/10 09/17/10 09/22/10 EMI DESCRIPTION BD COMMENTS LL & OWNER CMNTS. BD COMMENTS NAME MR MR MR JRB A000 GENERAL NOTES GUIDELINES I. II • . i•..• • i•,; - '.IL•.1,-; ::.'•. 1Id- ...,;[•. =' �r�' ;if ►: !:= L';'•! = 3 .=i►: 4-:! '1U I1'•.;[•.i- 11;- ;il; -�: '•;II- '•�1:;�'•.ac;- [•. :;- i -. - =; I�7n ',a.:'•.31 %I: ►�1�42.'1;.11 =�i 1= ;:;1�::- �;•J�:- .a�.;, .l- �i!.4! - .- r :;•�- I' lr. 4,, 2. ; 1'I4['I:�•]ll': 11- ��•.;�.11�;_ ri'�I•.- - �. .' ��. 4'i 11' V: - I ., •,, i. , 1r;' - RI . THE GENERAL CONTRACTOR MUST VERIFY TO HIS SATISFACTION ALL EXISTING FIELD INFORMATION. 2. WHEN DRAWINGS REFER TO THE OWNER, OR THE TENANT THEY REFER TO 'ARDEN B'. 9. WHEN DRAWINGS REFER TO THE ARCHITECT OR EN&INTHEY REFER TO ARGVISION INC. 4. WHEN DRAWINGS REFER TO THE LANDLORD, THEY REFER 0 THE OWNER, MANAGER, OR TENANT COORDINATOR OF THE RETAIL CENTER WHERE THE STORE 15 LOCATED. 5. TFE TENANT 6EERAL CONTRACTOR 15 TO ABIDE BY LANDLORD'S REQUIREMENTS. _ 6. � GENERAL CONTRACTOR O I 'BEN B' CONSTRUCTION DEPARTMENT NT OF MY CHANGES AND/OR ETC. SUBSTITUTIONS. 8. THE TENANTS GENERAL CONTRACTOR MUST PROVIDE A SUPERINTENDENT ON SITE DURING ALL PHA5E5 OF WORK 4. SIGN MANUFACTURER TO SUPPLY SIGN SHOP DRAWINGS TO LANDLORD FOR APPROVAL. GENERAL THE MUM* PROVISIONS ART: TO OE WAXED AS PART OF TENANTS 'OEM COMM' OR'IRAL NOTES' RIYERB GE EMIR ON DE VRNIN55 CR N A SEPARATE 5FEC1PIGATION: L TENANT AGMS THAT APPLICABLE PROVISIONS OF THE 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,' STANDARD FORM A -20I CURRENT EDITION OF THE ALA, ARTICLES I THROUGH 14 WILL BE MADE A PART OF�4TRACT BETWEEN TENANT AND ANY OF TENANT'S CONTRACTORS FOR THE GON6TRUCTION OF TIE LEASE 2. ALL TENANTS WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER ACCORDING TO BEST TRADE PRACTICES. MATERIALS MD EQUIPMENT SHALL BE NEW AND ALL CONSTRUCTION SHALL BE IN 6000 AND USABLE CONDITION AT THE DATE OF COMPLETION AND /OR OPENING OF THE DEMISED PREMISES FOR BUSINE55. a ALL TENANTS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL AJJTHORITIES OR AGENCIES HAVING JURISDICTION MD IN ACCORDANCE WITH THE TENANT DEIGN GUIDE AND TENANTS DRAWINGS AND SPECIFICATIONS BEARING LANDLORDS FINAL APPROVAL, AND LANDLORD REQUIREMENTS. 4. SPECIFICATIONS SHALL INCLUDE THE COMPLETE DESCRIPTION AND IDENTIFICATION OF ALL ARCHITECTURAL, MECHANICAL ELECTRICAL AND SPRINKLER MATERIALS AND EQUIPMENT GOMPONENT5 EITHER SEPARATELY OR INCORPORATED WITHIN THE DRAWINGS. • THE TENANT GENERAL CONTRACTOR AND ALL SUBCONTRACTORS FOR THE CONSTRUCTION OF THE TENANTS PREMISES SHALL CONTAIN A GUARANTEE THAT THE WORK PERFORMED BY SAME SHALL BE FREE OF ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF TIME CUSTOMARY IN THE TRADE BUT IN NO CASE LESS THAN ONE (I) YEAR AFTER COMPLETION OF TENANTS WORK. DEFECTIVE MATERIAL OR WORKMANSHIP WITHIN GUARANTEES TOH5E WRITTEN TO THE BENEFIT OF THE LANDLORD AND TENANT 50 THAT THEY GM BE DIRECTLY ENFORCED BY 6. IT 15 RECOMMENDED THAT ALL TENANT GENERAL CONTRACTORS AND WBCONTRAGTOR5 VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE WAPE OF THE PROJECT BEFORE SUBMITTING THEIR BID. 1 THE TENANT GENERAL CONTRACTOR SHALL CARRY WORKMANS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE TO THE LIMITS REQUIRED BY 'ARDEN B' OR THE LIMITS SET BY THE LANDLORD WHICHEVER 15 HIGHER, MD PAY FOR SAME. THE CONTRACTOR 15 TO VERIFY WITH 'ARDEN B' WHETHER STORE 15 ''O REMAIN OPEN DURING CONSTRUCTION. CONSTRUCTION START REQUIREMENTS A. APPIifiNAL9 LANDLORD COMMENT: MUST HAVE ON SITE SET OF LANDLORD APPROVED DRA■IN65. L TENANTS GENERAL CONTRACTOR MUST HAVE BEEN ISSUED BUILDING PERMITS FOR ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS APPROVED BY AUTHORITIES OR AGENCIES HAVING JURISDICTION. ALL PERMITS AND FEES TO BE PAID FOR BY THE GENERAL CONTRACTOR 2. PRIOR TO THE START OF CONSTRUCTION A MEETING SHALL BE ARRANGED BETWEEN TENANT'S GENERAL CONTRACTOR AND THE LANDLORDS GONSIRUGTION COORDINATOR FOR THE PURPOSE OF REVIEWING AND APPROVING AU.. THE VARIOUS LANDLORD REQUIREMENTS EFFECTING THE GON5TRUGTION WORK. AT THIS TIME, THE TENANTS GENERAL CONTRACTOR MIST HAVE IN HIS POSSESSION A COPY OF THE LATEST CORRECTED CONSTRUCTION DRAWINGS AS APPROVED BY THE TENANT REVIEW ARCHITECT. ALL BLDG. PERMITS AND LIST OF SUBCONTRACTORS. D. PREGON6TRU TION 61JI0E -TES PRIOR START OF GOIe1141G'flON DE deem GONIRAGTOR 5KNJ. COMPLETE DE AIWA* M245 TO HIS 1. THE TENANT GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB AND INCLUDE THE REMOVAL OF ALL EXISTING CONSTRUCTION AND FIXTURE WORK NOT RELEVANT TO NEW STORE DESIGN. 2. THE TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL. DIMENSIONS. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE OVERALL DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS, AND ALL EXISTING CONDITIONS. REPORT ANY DISCREPANCIES TO ARGVISION AND 'ARDEN B' AT ONCE. DUCTS 9. THE MECHANICAL. GENERAL EQUIPMENT LOCATIONS. ANY DISCSCREP N IES SHOULD OF AU- TO IARGVISI014 AIR B' AT ONCE. 4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED AS REQUIRED. THE TEMPORARY SERVICE MUST MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. WATER AND SEWER SERVICE SHALL BE TERMINATED WITHIN EACH TENANTS SPACE BY LANDLORD. ANY TEMPORARY USE OF LANDLORDS UTILITIES SHALL ONLY BE AS DIRECTED BY LANDLORD. ALL CHARGES FOR SUCH USE INCLUDING CONNECTION, MAINTENANCE AND REMOVAL COSTS SHALL BE PAID FOR BY TENANTS CONTRACTORS. 5. TENANT'S GENERAL CONTRACTOR SHALL CONSULT AND COORDINATE WITH LANDLORD'S CONSTRUCTION COORDINATOR IN ALL MATTERS OF WORKMEN REMOVAL, USE OFT TEMPORARY FAGILIll S DELIVERY OTH SUCH OPERATIONS MATERIALS, I NCE. PROTECTION, TRASH CONSTRUCTION GUIDEUNES L THE VERIFY PROPOSED CONSTRUCTION STARTING CAN BALD SHALL ' PERFORMED INNTTIE THE LAYOUT SPACE STORE AND 2. THE TENANT GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST ACCIDENTS WEATHER OR ANY MIER HAZARD Y1 LIGHTS GUARD RAILS AND INCLUDING THE ERECTION OF A BARRICADE AS DIRECTED BY THE LANDLORD. LANDLORD MAY INTEND ON ERECTING THEIR OWN BARRICADE - GENEiRAE. CONTRACTOR TO VERIFY. 19 THE TENANT SEAL CONTRACTOR TO UNLOAD ALL 'ARDEN B' SUPPLIED MATERIALS. 4. NOTE DELETED • STOREFRONT CONSTRUCTION AND SUSPENDED CEILINGS SHALL BE SECURED TO LANDLORDS STRUCTURAL FRAMING ONLY. NO ATTACHMENT TO RETAIL CENTER CEILING SYSTEM OR DECKING SHALL BE PERMITTED. 6. ALL DELIVERIES OF MATERIALS AND EQUIPMENT MUST BE MADE THROUGH THE TENANT'S RECEIVING DOOR IF STORE DOES NOT HAVE REM ACCESS OR IF ITEMS NEED TO BE BROUGHT THROUGH THE RETAIL CENTER BECAUSE OF SIZE, SPECIAL ARRANGEMENTS NEED TO BE MADE WITH THE COORDINATOR OR RETAIL CENTER OFFICE 1 ALL CONSTRUCTION WORKER VEHICLE5 ARE REQUIRED TO PARK IN THE AREAS DESIGNATED IN THE PRE - CONSTRUCTION METING. 4 �IGU�UAGNAD ALL EXTINGUISHER REQUIRED DRING THE WITHIN ALL PERSONNEL SHOULD BE MADE MARE OF ITS LOCATION AND OPERA11ON. 10. WHEN SPRINKLER SYSTEM NEEDS TO BE SHUT DOWN, REQUEST MUST BE SCHEDULED 24 HOURS IN ADVANCE WITH LANDLORD'S CONSTRUCTION COORDINATOR, VERIFY WITH CENTERS MANAGEMENT. II. THE TENANT GENERAL CONTRACTOR SHALL PROVIDE A TRASH CONTAINER FOR USE BY ALL TRADES FOR REMOVAL OF CONSTRUCTION DEBRIS FROM CONSTRUCTION START UNTIL FIVE DAYS AFTER THE STORE 15 OPEN. LOCATION OF CONSTRUCTION TRASH CONTAINERS MUST BE COORDINATED WITH THE LANDLORD. 12. THE TENANTS GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TRASH REMOVAL FROM THE DEMISED PREMISES AT 'THE END OF EACH WORKING DAY. 19 CLEANUP: THE FOLLOWING ITEMS MUST BE COMPLETE BEFORE THE STORE 15 'TURNED OVER I. ALL DEBRIS REMOVED FROM THE PREMISES. 2. ALL GLASS 15 TO BE GLEANED. 5. ENTIRE STORE 15 TO BE GLEANED. SPRINKLER NOTES L EXISTING SPRINKLE? SYSTEMS ARE TO BE MODIFIED BY THE TENANT GENERAL CONTRACTOR TO ACCOMMODATE NEN CONSTRUCTION AND ALL APPLICABLE LOCAL CODES AND RULES. THE TENANT GENERAL CONTRACTOR IS TO SUBMIT ALL NECESSARY DRAWINGS AND DATA TO THE APPROPRIATE LOCAL OFFICIALS FOR REVIEW AND /OR APPROVAL AS REQUIRED. 2. FIRE SUPPRESSION SPRINKLER SYSTEM SHALL CONSIST OF AN ASSEMBLY OF PIPING FOR WHICH THE DESIGN, DRAWINGS, AND CALCULATIONS SHALL HAVE SEEN PREPARED FOR, SUBMITTED TO AND APPROVED BY THE LANDLORDS INSURANCE UNDERYiRITER, AND ALL OTHER APPLICABLE 60VERNIN& AGENCIES. THE TENANTS FIRE SUPPRESSION SPRINKLER SYSTEM BE SERVED BY A SINGLE CONNECTION TO THE LANDLORDS FIRE PROTECTION MAIN PIPING SYSTEM, AT A POINT AS DIRECTED BY THE LANDLORD'S CONSTRUCTION REPRESENTATIVE. ALL INSTALLATION AND CONSTRUCTION SHALL BE COORDINATED WITH THE LANDLORD'S CONSTRUCTION REPRESENTATIVE. COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, MD BE CONSISTENT WITH TIE REQUIREMENTS AS OUTLINED IN THE LEASE EXHIBITS AND DOCUMENTS. S SPRINKLER HEADS AT STOREFRONT, IN SHOWCASE WINDOWS, IN HARD SURFACE CEILING AND /OR AS DIRECTED BY LANDLORD ARE TO BE CONCEALED TYPE. SEMI - RECESSED OR CONCEALED TYPE HEAD ARE TO SE USED IN LAY -IN OR IN OTHER NON -HARD SURFACE CEILING WHICH ARE VISIBLE BY THE CUSTOMER, AND /OR AS REQUIRED BY THE LANDLORD, SURFACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT VISIBLE BY CUSTOMERS, AND /OR AS DIRECTED BY THE LANDLORD. 4. THE TENANT GENERAL CONTRACTOR TO RELOCATE REPAIR, RENORK RAISE OR LOWER EXISTING SYSTEM, ADDING EXTRA FEARS 1 DROPS AS NECESSARY, ALL AS 16 REQUIRED BY THi WORK OF THIS CONTRACT. CONSTRUCTION RULE + REGULATIONS [x=111 EBA1 RIFF I. ALL MATERIAL SHALL ENTER VIA SERVICE ENTRANCES EITHER WORE THE MALL OPENS FOR BUSINESS OR AFTER (10 AM TO 10 PM). NO ACCESS WILL BE AVAILABLE THRU PUBLIC MALL ENTRANCES OR DURING MALL HOURS. 2. DOORS ARE NOT TO BE WEDGED IN AN OPEN POSITION. 9. NO JACKHAMMERIN6, OR OTHER EQUIPMENT PRODUCING HIGH NOISE LEVEL DURING SHOPPING HOURS. 4. CONTRACTOR MD EMPLOYEE VEHICLES WILL BE PARKED IN DESIGNATED PARKING AREAS OR AS DIRECTED BY MALL 5. CONTRACTORS MUST PROVIDE OPEN TOP CONTAINER TO DISPOSE OF ALL WASTE MATERIALS. LOCATION AND PLACEMENT OF CONTAINER WILL BE PROVIDED BY MALL MANAGEMENT. ABSOLUTELY NO WASTE MATERIAL 15 TO BE DISCARDED IN ADJOINING OR OTHER VACANT SPACES OR IN THE MALLS COMPACTORS. 6. FOLLOW DIRECTION OF THE MALL MANAGER, MAINTENANCE SUPERVISOR OR SECURITY IMMEDIATELY. 1 APPROVAL SHALL BE REQUESTED THROUGH THE MANAGEMENT OFFICE WORE ENTERING ANY SYSTEMS ROOMS, LE, SPRINKLER, ELECTRICAL, ETC. 8. NO SYSTEMS SHALL BE SHUT DOWN WITHOUT PERMISSION FROM THE MALL MANAGEMENT OFFICE. 4 USE CARPETED MATS TO GLEAN SHOES BEFORE ENTERING MALL. 10. NO MATERIALS MAY BE STORED IN THE MALL CORRIDORS. IL ALL WORK SHALL BE PERFORMED IN A NEAT AND ORDERLY FASHION. 12. ALL ELECTRICAL, PLUMBIN6, AND CONSTRUCTION CONTRACTORS MUST BE APPROVED BY BY THE MALL OFFICE. O. ALL SIGN ERECTION OR DISMANTLING MUST TAKE PLACE BEFORE OR AFTER THE MALL. OPENS FOR BUSINESS. 14 A TEMPORARY CONSTRUCTION BARRIER MUST BE ERECTED AS LISTED BELOW: MitiMBAIEMMEIBMCIUMBIM E �T 45 R TiE GONSIFUGTION PERIOD L SHALL NOT EXTEND BEYOND 3' INTO TIE WALKING CORRIDORS. 2. SHALL BE CONSTRUCTED OF 5/8' OR I/2" GYM 9. SHALL BE TAPED MD FINISHED. 4. SHALL BE PAINTED WHITE. 5. SHALL SEAL ENTIRE STOREFRONT TO CONTAIN DUST, NOISE, ETC. 6. SHALL HAVE A FACTORY -MADE DOOR WITH LOCKSET WHICH SHALL BE KEPT CLOSED, A COPY OF THE KEY SHALL BE LEFT IN THE MALL OFFICE. 1 SHALL BE MAINTAINED ON A DAILY BASIS WHEN NECESSARY, I.E., PAINT, 5FEETROGK REPAIR O T'EdPORARI' STOREFRONT BARRIER MAY NOT BE DISMANTLED UNTIL PERMANENT STOREFRONT 15 COMPLETED. BIDDING REQUIREMENTS THE BID SHALL BE MADE ON THE FORM OF PROPOSAL FURNISHED BY THE ARCHITECT OR OWNER. IF A BID FORM IS NOT PROVIDED BIDS SHALL BE SUBMITTED ON CONTRACTORS FORM OF PROPOSAL. SUBMIT BIDS VIA FAX CLEARLY MARKED WITH STORE NAME, MALL NAME AND CITY AND STATE. BID PROPOSALS SHALL BE FAXED TO THE OWNER, THE FAX NUMBER 15 LISTED ON THE COVER SHEET OF THIS DRAWING PACKAGE. THE PROPOSAL SHALL BE SUBMITTED ON A STIPULATED SUM BASIS, PRESENTED BY ASSIGNING TO PREDETERMINED DIVISIONS LISTED ON THE BID FORM SHEET: SUMMATING TO THE STIPULATED SUM. THE BIDDER 15 REQUIRED TO BID ON THE BASE BID AND ALL ALTERNATES. EACH ALTERNATE PRICE SHALL INCLUDE ALL LABOR, MATERIAL AND EQUIPMENT, AND SALES TAX. BEFORE SUBMITTING PROPOSALS FOR THIS WORK, EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE PREMISES AND SATISFIED HIMSELF/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH HE/SHE WILL BE OBLIGED TO OPERATE IN PERFORMING THE WORK, OR THAT WILL IN ANY MANNER AFFECT THE WORK UNDER THIS CONTRACT. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES AND MALL REQUIREMENTS WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HAD AN EXAMINATION AND CODE/ REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. EXTRA WORK OR CHANGES IN THE WORK NOT GALLED FOR IN THE DRAWINGS OR SPECIFICATIONS ISSUED BY THE OWNER, WILL BE PERFORMED ON A WRITTEN AUTHORIZATION FROM THE OWNER NO CLAIM FOR EXTRA WORK WILL BE ALLOWED UNLESS A PRICE HA5 BEEN AGREED UPON BEFOREHAND ON A CHANGE ORDER PREPARED BY THE CONTRACTOR AND AUTHORIZED BY THE OWNER THE PRICE FOR EXTRAS SHALL BE CALCULATED AT THE CONTRACTOR'S COST PLUS OVERHEAD AND PROFIT AT THE PERCENTAGE LIMITED BY THE OWNER. TABLE OF CONTENTS MATERIALS GENERAL: PART 1- GENRAL THIS PROJECT SHALL CONFORM TO ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. DESCRIPTION OF WORK QUALITY ASSURANCE SUBMITTALS JOB CONDITIONS PRODUCT HANDLING AND STORAGE ALTERATION PROJECT PROCEDURES SELECTIVE DEMOLITION PART 2- PRODUCTS 05400 LIGHT GAUGE METAL FRAMING 05500 MISCELLANEOUS METALS 06100 06200 06240 06250 06400 CARPENTRY, GENERAL FINISH CARPENTRY PLASTIC LAMINATE SLAT WALL MILLWORK / CASEWORK 01250 FIREPROOFING 01210 FIRE STOP INSULATION AND SEALING 07400 CAULKING AND SEALANT 08100 HOLLOW METAL DOORS MD FRAMES 08505 ACCESS DOORS AND PANELS 08710 FINISH HARDWARE 08800 6LA55 AND GLAZING Og250 04500 Del 04651 04660 O'T6'15 04680 04400 GYPSUM DRYWALL SYSTEMS CERAMIC TILE ACOUSTICAL LAY -IN CEILINGS GEMEMTITOUS UNDERLAYMENT RESILIENT FLOORING RESILIENT BASE CARPETING PAINTING AND FINISHING 10450 SIGNS 10520 FIRE EXTINGUISHERS AND CABINETS IO400 ITEMS FURNISHED BY OWNER, INSTALLED BY G.C. PART 3 - EXECUTION INSTALLATION GENERAL PLASTIC LAMINATE MILLWORK / CASEWORK SLAT WALL HOLLOW METAL DOORS AND FRAMES GLASS AND GLAZING FINISH HARDWARE DRYWALL WORK ACOUSTICAL CEILINGS RESILIENT FLOORING AND BASE CARPETING PAINTING AND FINISHING APPLICATION OF STAINED CONCRETE MATERIALS GENERAL, (ARCHITECTURAL) PART 1- GENERAL DESORPTION OF WOFKG THE TYPES AND APPLICATION OF WORK INCLUDE THE FOLLOWING: 05400 LIGHT GAUGE METAL FRAMING 05500 MISCELLANEOUS METALS 06100 06200 06240 06250 06400 CARPENTRY, GENERAL FINISH CARPENTRY PLASTIC LAMINATE SLAT WALL MILLWORK / CASEWORK 01250 FIREPROOFING 07270 FIRE STOP INSULATION AND SEALING 07400 CAULKING AND SEALANT 08100 HOLLOW METAL DOORS AND FRAMES 08505 ACCESS DOORS AND PANELS 08110 FINISH HARDWARE 08800 GLASS AND GLAZING 04250 04500 04511 01651 04660 01615 01680 Ogg00 GYPSUM DRYWALL SYSTEMS CERAMIC TILE ACOUSTICAL LAY -IN CEILINGS CEMEMTITOUS UNDERLAYMENT RESILIENT FLOORING RESILIENT BASE CARPETING PAINTING AND FINISHING 10450 SIGNS 10520 FIRE EXTINGUISHERS AND CABINETS 10400 ITEMS FURNISHED BY OWNER, INSTALLED BY G.G. DUALITY ASSURANCE OBTAIN MATERIALS FROM REFUTABLE MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF PRODUCTS AND MATERIALS FOR THE INTENDED USE. QUALITY STANDARDS: EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, COMPLY WITH SPECIFIED PROVISIONS OF THE FOLLOWING: STRUCTURAL_ STEEL: AISG "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION, INCLUDING SUPPLEMENTS THERE TO AS ISSUED ". AWS DI.I "STRUCTURAL STEEL WELDING CODE ". QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROGi CC AND WELDING OPERATORS IN ACCORDANCE WITH AW5 "STANDARD QUALIFICATION PROCEDURES ". MILLWORK/CASEWORK: ARCHITECTURAL WOODWORK INSTITUTE (MI) "QUALITY STANDARDS ". WOOD DOORS: NWMA INDUSTRY STANDARD IS.I. - WOOD FLUSH DOORS. FIRE RATED HOLLOW METAL DOORS AND FRAMES: PROVIDE FIRE RATED HOLLOW METAL DOORS AND FRAMES INVESTIGATED AND TESTED AS A FIRE RATED ASSEMBLY. IDENTIFY FIRE RATED FRAMES WITH RECOGNIZED U1. TESTING LABORATORY LABELS, INDICATING APPLICABLE FIRE RATING OF FRAME PER NFPA STANDARD NO. 80 AND ASTM E152. FIRE RESISTANT DRYWALL ASSEMBLIES: COMPLY WITH FIRE RESISTANT RATINGS AS INDICATED AND AS REQUIRED BY GOVERNING AUTHORITIES AND CODES. PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH HAVE BEEN LISTED BY UL OR TESTED IN ACCORDANCE WITH ASTM E IIg FOR THE TYPE OF CONSTRUCTION INDICATED. DRYWALL FASTENERS SHALL COMPLY WITH ASTM CI002, OF TYPE RECOMMENDED BY MANUFACTURER UL FIRE HAZARD CLASSIFICATION: ACOUSTICAL CEILINGS TO COMPLY WITH A FIRE HAZARD CLASSIFICATION FOR FLAME SPREAD, INCLUDING FUEL CONTRIBUTION MD SMOKE DEVELOPMENT CLASSIFICATIONS SPECIFIED, PROVIDE TILE WHICH HAS BEEN TESTED, RATED AND LABELED BY UL. CERAMIC TILE WORK: TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION ". CARPETING: CARPET AND RU6 INSTITUTE "CRI 104" VOLATILE ORGANIC COMPOUNDS (V.O.C.): PROVIDE ONLY PRODUCTS THAT COMPLY WITH LOCAL REGULATIONS CONTROLLING USE OF V.O.G.S. SUBMIT CERTIFICATION BY THE PRODUCT MANUFACTURER SHOWING THAT EACH PRODUCT SUPPLIED FOR THE PROJECT COMPLIES WITH LOCAL Y.O.G. REGULATIONS. COORDINATION: COORDINATE CONSTRUCTION OPERATIONS AMONG THE VARIOUS SUBCONTRACTORS AND WITH THOSE OF OTHER PRIME CONTRACTORS, OTHER ENTITIES INVOLVED WITH THE PROJECT AND WITH REQUIREMENTS OF, AND WORK PERFORMED BY, THE OWNER TO ASSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS INCLUDED UNDER THE DIFFERENT SUBCONTRACTS, INCLUDED UNDER OTHER PRIME CONTRACTS AND PERFORMED BY OTHER ENTITIES INVOLVED WITH THE PROJECT AND BY THE OWNER, THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION AND OPERATION. MAKE PROVISIONS TO ACCOMMODATE ITEMS SCHEDULED FOR LATER INSTALLATION EITHER AS WORK OF THE CONTRACT OR AS WORK OF OTHER PRIME CONTRACTORS, ENTITIES INVOLVED WITH THE PROJECT OR OF THE OWNER. JOB CONDITIONED ALL WORK MUST BE PERFORMED IN COOPERATION WITH THE LANDLORD'S REQUIREMENTS FOR SCHEDULE AND ACCESS TO AREAS OF WORK. CONTRACTOR MUST EXAMINE THE SPACES IN WHICH, AND THE SUB - STRATES TO WHICH THE WORK REQUIRED BY THIS CONTRACT 15 TO BE INSTALLED. NOTIFY THE OWNERS REPRESENTATIVE IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. STARTING INSTALLATION OF WORK REQUIRED BY THIS CONTRACT INDICATES ACCEPTANCE OF THE SPACES AND SUBSTRATE CONDITIONS AND FULL RESPONSIBILITY FOR COMPLETED WORK. PRODUCT HANDLJIG AND STORAGE DELIVER ALL FINISHED MATERIALS IN MANUFACTURERS UNOPENED CONTAINERS, BUNDLES OR PACKAGES, FULLY IDENTIFIED WITH MANUFACTURERS NAME, BRAND, TYPE AND GRADE. PROTECT FROM SOILING AND DAMAGE USING HANDLING EQUIPMENT AND STORAGE TECHNIQUES RECOMMENDED BY THE MANUFACTURER. ALL PREFINISHED ITEMS SHALL BE SHIPPED, DELIVERED AND STORED IN PROTECTIVE WRAPPING. CUT OPENINGS IN WRAPPINGS AS NECESSARY TO AVOID CONDENSATION. PROTECT LUMBER AND FINISH CARPENTRY AND MILLWORK AGAINST DAMPNESS AND INJURY DURING AND AFTER DELIVERY, AND STORE UNDER COVER IN WELL VENTILATED PORTIONS OF THE BUILDING NOT EXPOSED TO HUMP CONDITIONS AND MAINTAIN TEMPERATURE OF AT LEAST 10 °F. STORE HOLLOW METAL WORK UNDER COVER ON THE BUILDING SITE ON WOOD SILLS OR ON FLOORS IN A MANNER THAT WILL PREVENT RUST AND DAMAGE. CARE SHALL BE TAKEN TO AVOID CREATING A HUMIDITY CHAMBER BY USING A PLASTIC OR CANVAS SHELTER AND NOT VENTING THE AREA COVERED. CARPETING: CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, UNLOADING, HANDLING, STORING, DISTRIBUTING MATERIALS, AND INSTALLATION. ALTERATION PROJECT PROCEDUFE64 PATCH, REPAIR AND REFINISH EXISTING ITEMS TO REMAIN, TO THE SPECIFIED CONDITION FOR EACH MATERIAL, WITH A SMOOTH, LEVEL AND NEAT TRANSITION TO ADJACENT NEW ITEMS OF CONSTRUCTION. WHERE PARTITIONS ARE REMOVED, PATCH FLOORS, WALLS, AND CEILINGS WITH FINISH MATERIALS TO MATCH EXISTING. WHERE REMOVAL OF PARTITIONS RESULTS IN ADJACENT SPACES BECOMING ONE, REWORK FLOORS AND CEILINGS TO PROVIDE SMOOTH PLANES WITHOUT BREAKS, STEPS, OR BULKHEADS. WHERE EXTREME CHANGE OF PLANE OF TWO INCHES OR MORE OCCURS, REQUEST INSTRUCTIONS FROM OWNERS REPRESENTATIVE AS TO METHOD OF MAKING TRANSITION. PATCH AND REPLACE ANY PORTION OF AN EXISTING FINISHED SURFACE WHICH WAS REMOVED, FOUND TO BE DAMAGED, LIFTED, DISCOLORED, OR SHOWS OTHER IMPERFECTIONS AS A RESULT OF PERFORMING THE WORK UNDER THIS CONTRACT. USE MATCHING MATERIALS. WHEN NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING WORK, MAKE A SMOOTH AND NEAT TRANSITION. PATCHED WORK SHALL MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE 50 THAT THE PATCH OR TRANSITION 15 INVISIBLE AT A DISTANCE OF FIVE FEET. WHEN FINISHED SURFACES ARE CUT IN SUCH A WAY THAT A SMOOTH TRANSITION WITH NEW WORK 15 NOT POSSIBLE, AND WITH PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE, TERMINATE EXISTING SURFACE IN A NEAT MANNER ALONG A STRAIGHT LINE AT A NATURAL. LINE OF DIVISION, AND PROVIDE TRIM APPROPRIATE TO FINISHED SURFACE. PROVIDE SAME PRODUCTS OR TYPES OF CONSTRUCTION AS THAT IN THE EXISTING STRUCTURE, AS NEEDED TO PATCH, EXTEND OR MATCH EXISTING WORK. GENERAL CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS OR STANDARDS OF WORKMANSHIP PRESENT IN THE EXISTING CONSTRUCTION; CONTRACTOR SHALL DETERMINE PRODUCTS BY INSPECTION AND ANY NECESSARY TESTING, AND WORKMANSHIP BY USE OF THE EXISTING AS A SAMPLE OF OPERATION. SELECTNE DEMOLITION E:XECU'TION EXISTING WORK SHALL BE GUT, ALTERED, REMOVED OR TEMPORARILY REMOVED AND REPLACED AS NECESSARY FOR THE PERFORMANCE OF THE WORK TO BE DONE. WORK REMAINING IN PLACE WHICH 15 DAMAGED OR DEFACED BY REASONS OF WORK EXECUTED UNDER THIS CONTRACT SHALL BE RESTORED EQUAL TO ITS ORIGINAL CONDITION IN A NEAT AND SUBSTANTIAL MANNER. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO OWNER/TENANT OR LANDLORD. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED SURFACES ARE INVOLVED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS WHOSE INSTALLED PER- FORMANCE WILL EQUAL OR SURPASS THAT OF THE EXISTING MATERIALS. PHOTOGRAPHS OF EXISTING INTERIOR CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT, AND ADJACENT IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE RELATED TO STORAGE, REMOVAL OPERATIONS, ETC. MUST BE FILED WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. PROTECTION: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BUILDINGS, STRUCTURES, OTHER FACILITIES, AND PERSONS. PROTECTIONS FURNISHED HEREIN WILL REMAIN THE PROPERTY OF THE CONTRACTOR AND, AS SUCH, SHALL BE FURNISHED, ERECTED, CONNECTED, REPAIRED, MAINTAINED AND REMOVED FROM PREMISES BY THE GENERAL CONTRACTOR, UPON COMPLETION OF CONTRACT, OR EARLIER IF SO DIRECTED BY THE OWNERS REPRESENTATIVE. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATING ELEMENTS, STRUCTURAL ELEMENTS OR SAFETY RELATED COMPONENTS IN MANNER THAT WOULD RESULT IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR RESULT IN INCREASED MAINTENANCE, OR DECREASED OPERATIONAL LIFE, SAFETY OR ITS STRUCTURAL INTEGRITY. MAINTAIN FIRE PROTECTION SERVICES DURING SELECTIVE DEMOLITION OPERATIONS. FOR INTERIOR SLABS ON GRADE, USE REMOVAL METHODS THAT WILL NOT CRACK OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS. USE POWER SAW AT ALL TIMES. SAFEGUARDS: PROVIDE AND MAINTAIN ALL REQUIRED SAFEGUARDS SUCH AS BARRICADES, SIGNS, LIGHTS, ETC. REMOVE THEM WHEN WORK UNDER THIS CONTRACT 15 COMPLETED. PROVIDE LANDLORD APPROVED DUST PROOF AND SECURITY CLOSURES TO PROTECT CONTENTS OF EXISTING BUILDINGS FROM DAMAGE. EXECUTE WORK IN SUCH A MANNER AS TO AVOID HAZARD TO PERSONS AND PROPERTY. WHEN CUTTING AND BURNING WITH OXY- ACETYLENE OR ARC TORCHES, THE AREAS IN WHICH WORK 15 BEING PERFORMED SHALL BE MADE FIRE SAFE BY THE CONTRACTOR. DO NOT USE CUTTING TORCHES FOR REMOVAL UNTIL WORK AREA 15 CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS INTERIOR OF DUCTS AND PIPE SPACES, VERIFY CONDITION OF HIDDEN SPACE BEFORE STARTING FLAME- GUTTING OPERATIONS. MAINTAIN PORTABLE FIRE SUPPRESSION DEVICES DURING FLAME- CUTTING OPERATIONS. PROVIDE FIRE WATCH IN AREAS NOT VISIBLE TO FLAME CUTTER OPERATOR. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. LOCATE, IDENTIFY, 51115 OFF, AND DISCONNECT UTILITY SERVICES THAT ARE NOT INDICATED TO REMAIN. (SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS.) DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION AND LANDLORD. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, ACCEPTABLE TO LANDLORD. PROVIDE BYPASS CONNECTIONS AS NECESSARY TO MAINTAIN CONTINUITY OF SERVICE TO OCCUPIED AREAS OF BUILDING. PROVIDE MINIMUM OF 12 HOURS ADVANCE NOTICE TO THE OWNER AND LANDLORD IF SHUTDOWN OF SERVICE IS NECESSARY DURING CHANGEOVER. NOISE CONTROL: CONDUCT WORK WITH A MINIMUM OF INCONVENIENCE TO THE LANDLORD AND OTHER TENANTS. CLEANING: CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY OWNERS REPRESENTATIVE OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTING PRIOR TO THE START OF WORK. REMOVE FROM THE SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. PART 2 - PRODUCTS 05400 - LIGHT GAUGE METAL FRAF NG LIGHT GAUGE METAL FRAMING MEMBERS SHALL BE HIGH STRENGTH, COLD-FORMED STEEL SECTIONS DESIGNED AND FABRICATED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AI5I) STANDARDS AND AS PUBLISHED IN LATEST EDITION OF AI5I LIGHT GAUGE COLD FORMED STEEL DESIGN MANUAL. SHAPES, DIMENSIONS, GAUGES AND PROPERTIES OF SECTIONS SHALL BE AS SHOWN AND /OR NOTED ON DRAWINGS. FORM COMPONENTS FROM STEEL HAVING 6-40 GALVANIZED COATING. GALVANIZED STEEL STUDS AND JOISTS SHALL CONFORM TO ASTM A446, GRADE A FOR 18 AND 20 GAUGE AND ASTM A6II, GRADE D FOR 14 AND 16 GAUGE. ALLOWABLE BENDING STRENGTH (FB) SHALL BE 30,000 PSI. STRUCTURAL FRAMING MEMBERS (STUDS, JOISTS, TRACKS, BRIDGING, AND NON -LOAD BEARING STUDS) OF TYPE AND SIZE SHOWN ON DRAWINGS SHALL BE MANUFACTURED BY UNIMAST, INC. OR OTHER APPROVED. CATALOG NUMBERS, IF INDICATED, ARE THOSE OF UNIMAST, INC. TRACKS AND BRIDGING SHALL BE STANDARD (SOLID) MEMBERS, FURNISHED BY UNIMAST, INC. OR OTHER APPROVED. LIGHT GAUGE METAL FRAMING MEMBERS SHALL BE ERECTED AS SHOWN AND /OR NOTED ON DRAWINGS, IN STRICT COMPLIANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF BOTH FABRICATOR AND AI5I, AND AS OTHERWISE REQUIRED TO INSURE STRUCTURAL ADEQUACY OF BUILDING AND COMPLETE SAFETY OF ALL PERSONS THEREABOUT, BOTH DURING INSTALLATION AND THEREAFTER. TOUGH UP FIELD ABRASIONS AND WELDS IN FIELD AFTER ERECTION WITH ZINC- CHROMATE PRIMER OR LIQUID GALVANIZING COMPOUND. MEMBERS SHALL INCLUDE THE FOLLOWING: STUDS (JOISTS) AND TRACK. ACCESSORIES: STRAPPING, BRACING, FURRING, BRIDGING, PLATES AND CLIPS. FASTENING: SELF- DRILLING, SELF - TAPPING SCREWS, BOLTS, NUTS AND WASHERS. ITEMS SHALL BE HOT -DIP GALVANIZED ASTM AI35 OR ELECTRO- PLATED ASTM 164 OR 165. ANCHORAGE DEVICES SHALL BE POWER DRIVEN OR POWDER ACTUATED, DRILLED EXPANSION BOLTS OR SCREWS WITH SLEEVES. WELDING PROCEDURES AND MATERIALS: MS DI.I DESIGN LOAD COMBINATIONS SHALL BE DL + LL. LIVE LOAD DEFLECTIONS SHALL NOT EXCEED L/240 FOR DRYWALL AT STUD FRAMING AND L/360 FOR JOIST FRAMING. FABRICATION FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISG SPECIFICATIONS AS INDICATED ON SHOP DRAWINGS. PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY. CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS AS INDICATED. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER CONNECTIONS ARE INDICATED. HOLES FOR OTHER WORK: PROVIDE HOLES REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL STEEL MEMBERS, AND FOR PASSAGE OF OTHER WORK THROUGH STEEL MEMBERS. GUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME GUT HOLES OR ENLARGE HOLES BY BURNING. SHOP PRIMER: REMOVE SCALE, RUST, AND OTHER DELETERIOUS MATERIALS FROM METAL SURFACE BEFORE APPLYING SHOP PRIMER. IMMEDIATELY AFTER SURFACE PREPARATION, BRUSH OR SPRAY ON PRIMER AT A RATE TO PROVIDE A UNIFORM DRY FILM THICKNESS OF 2.0 MILS. ossoo - MISCELLANEOUS META U3 DEFINITION: MISCELLANEOUS METALS INCLUDE ITEMS MADE FROM IRON AND STEEL SHAPES, PLATES AND BARS, WHICH ARE NOT A PART OF STRUCTURAL STEEL OR OTHER METAL SYSTEMS SPECIFIED. METALS: PROVIDE STEEL PLATES, SHAPES AND BARS COMPLYING WITH ASTM A 56. FASTENERS: PROVIDE TYPE, SIZES, MATERIALS AND FINISH AS REQUIRED FOR THE APPLICATION INDICATED. THREADED FASTENERS: ASTM A 307, GRADE A, REGULAR LOW CARBON STEEL. PRIMER ALKYD BASE, LOW VOC, FAST - CURING, LEAD AND CHROMATE FREE, UNIVERSAL PRIMER. USE MATERIAL OF SIZE AND THICKNESS INDICATED OR, IF NOT INDICATED, PROVIDE AS REQUIRED TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT FOR USE INTENDED. WORK TO DIMENSIONS SHOWN, USING PROVEN DETAILS OF FABRICATION AND SUPPORT. FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND SURFACES AND STRAIGHT SHARP EDGES. EASE EXPOSED EDGES TO A RADIUS OF APPROXIMATELY I/32" UNLESS OTHERWISE SHOWN. FORM BENT METAL CORNER TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN SEPARATION OR OTHERWISE IMPAIRING WORK. WELD CORNERS AND SEAMS CONTINUOUSLY, COMPLYING WITH LAWS RECOMMENDATIONS. AT EXPOSED LOCATIONS, AND GRIND EXPOSED WELDS SMOOTH AND FLUSH TO MATCH AND BLEND WITH ADJOINING SURFACES. PROVIDE ANCHORAGE OF TYPE REQUIRED FOR A SECURE AND COMPLETE INSTALLATION, COORDINATED WITH THE SUPPORTING STRUCTURE. FABRICATE AND SPACE ANCHORING DEVICES TO PROVIDE ADEQUATE SUPPORT FOR INTENDED U5E. SHOP PRIMER: REMOVE SCALE, RUST, AND OTHER DELETERIOUS MATERIALS FROM METAL SURFACE BEFORE APPLYING SHOP PRIMER. IMMEDIATELY AFTER SURFACE PREPARATION, BRUSH OR SPRAY ON PRIMER AT A RATE TO PROVIDE A UNIFORM DRY FILM THICKNESS OF 2.0 MILS. 06100 - CARPENTRY, GENERAL MISCELLANEOUS LUMBER: LUMBER AND PLYWOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK INCLUDING HAILERS, BLOCKING, FURRING, AND SIMILAR MEMBERS. MISCELLANEOUS LUMBER: 545, 14% MOISTURE AT TIME OF DRESSING. GRADE: "STANDARD' GRADE, ANY SPECIES, FREE FROM KNOTS, OR OTHER DEFECTS THAT MIGHT IMPAIR THE STRENGTH OR THE FINISHED APPEARANCE STRUCTURAL LUMBER: FOR MEMBERS 2" TO 4' NOMINAL THICKNESS AND MORE THAN 4" NOMINAL WIDTH, PROVIDE THE FOLLOWING GRADE AND SPECIES: GRADE: NO. 2 GRADE OR BETTER, 545 AND KILN DRIED. SPECIES: DOUGLAS FIR OR YELLOW PINE. STRENGTH: FIBER STRESS RATING OF NOT LESS THAN 1350 P51. PLYWOOD PANELS: PROVIDE FIRE - RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION, APA A -D INT WITH EXTERIOR GLUE, IN THICKNESS INDICATED, OR IF NOT INDICATED, NOT LESS THAN 5/4 ". ROUGH HARDWARE (NAILS, SCREWS, BOLTS, ETC,): PROVIDE TYPE, SIZE, MATERIAL AND FINISH AS REQUIRED FOR THE APPLICATIONS INDICATED. SCREWS FOR THE ATTACHMENT OF PLYWOOD PANELS SHALL BE SELF - DRILLING, SELF - TAPING SCREWS WITH COUNTERSUNK TYPE HEADS. FIRE RETARDANT TREATMENT: ALL LUMBER AND PLYWOOD PERMANENTLY INSTALLED WITHIN THE INTERIOR OF THE BUILDING SHALL BE FIRE RETARDANT TREATED WITH HOOVER TYRO-GUARD", OR APPROVED EQUAL SYSTEM CONTAINING NO AMMONIUM PHOSPHATES. PROVIDE UL LABEL ON EACH PIECE OF FIRE - RETARDANT TREATED LUMBER AND PLYWOOD. 06200 - RNISH CARPENTRY DESCRIPTION OF SYSTEMS: SEE "RESPONSIBILITY SCHEDULE" FOR ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR (FOIL). CODES AND STANDARDS: MI, QUALITY - STANDARDS AND GUIDE SPECIFICATIONS MANUAL. I. MOISTURE CONTENT, KILN DRIED, NOT MORE THAN 4% WHEN DELIVERED. 2. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. FINISHED I. INTERIOR PAINT GRADE WOOD MISC. TRIM: POPLAR, CONFORM TO MI QUALITY STANDARDS, "PREMIUM" GRADE, MI GRADE I. IPAIr T GRADE PLYWOOD APA GROUP I, GRADE A-C EXTERIOR PLYWOOD. LAMINATE SUESTRATE: I. PARTICLE BOARD: WESTERN PINE CABINET GRADE, MINIMUM 45 LB. DENSITY. FIRE RETARDANT FIRE MATiOITS PRTA I. ASTM E84, CLASS A FLAME RATING, WHERE REQUIRED BY CODE OR LOCAL AUTHORITIES. RECOMMENDED FRT PRESERVATIVE - "DRYCON" VEHICLE FOR PRESERVATIVE COMPATIBLE WITH FINISH SPECIFIED. INSTALLATION: I. BACK PRIME WORK AND INSTALL PLUMB, LEVEL AND STRAIGHT WITH TIGHT JOINTS, SCRIBE WORK TO FIT. TERMINATE TRIM WITH SELF EDGED RETURN MITERS. ALL JOINTS SHOULD BE BACKED AND SPLINED PER MI STANDARDS. VISIBLE END GRAIN 15 UNACCEPTABLE. 2. ALL RUNNING TRIM ONE PIECE UP TO 10' -0'. MATCH GRAIN AND COLOR PIECE TO PIECE. 5. USE FINISH NAILS EXCEPT WHERE SCREWS INDICATED. ALL FASTENERS TO BE HIDDEN OR SET FOR PUTTY. WHERE THERE 15 A TOILET ROOM ON A LEVEL OVER ANOTHER OCCUPIED LEVEL. 6.G. TO PROVIDE A ELASTIC, WATERPROOF MEMBRANE IN THE SAID TOILET ROOM TO PREVENT MOISTURE PENENTRATION TO THE SPACE BELOW, PER LANDLORD SPECIFICATIONS. 06240 - PLASTIC LAMINATE FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF LAMINATED PLASTIC AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. PRODUCTS /GENERAL PURPOSE GRADE: FORMICA, WILSONART, NEVAMAR OR PIONITE BRAND NOMINAL THICKNESS 0.050" FOR APPLICATION WHERE SPECIFIED ON DRAWINGS AND AS REQUIRED FOR BOTH VERTICAL AND HORIZONTAL LOCATIONS. COLORS AS SPECIFIED ON DRAWINGS. PRODUCTS/FIRE RATED GRADE: FORMICA, WILSONART, NEVAMAR OR PIONITE BRAND CLASS I(A) AND 2(B) RATINGS. AVAILABLE IN BOTH SHEETS OR PANELS. FOR APPLICATIONS WHERE SPECIFIED ON DRAWINGS AND AS REQUIRED FOR BOTH VERTICAL AND HORIZONTAL LOCATIONS. COLORS AS SPECIFIED ON DRAWINGS. 06400 - ruwowcicnaErowc TYPES OF FINISH MILLWORK/CASEWORK INCLUDE, BUT 15 NOT LIMITED TO THE FOLLOWING: FASTENERS: PROVIDE FINISHING NAILS FOR ATTACHING HARDWOOD SLATS TO PLYWOOD BACKUP. 07250 - RREPRooRNG APPLICATION OF FIREPROOFING SHALL INCLUDE THE FOLLOWING: FIREPROOFING OF NEW STRUCTURAL STEEL FRAMING MEMBERS, AND PATCHING AND REPAIRING OF EXISTING FIREPROOFING SYSTEM WHICH 15 REMOVED TO ACCOMMODATE THE INSTALLATION OF NEW WORK, OR DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT. FIREPROOFING SYSTEM: PROVIDE FIREPROOFING OF SAME MATERIAL AND MANUFACTURER AS USED ON THE EXISTING STEEL. 07270 - FIE STOP INSULATION AND BEALNG APPLICATIONS FOR FIRE STOP INSULATION AND SEALING INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: SEALING. PIPE, DUCT, CONDUIT AND SIMILAR PENETRATIONS THROUGH FIRE RATED WALLS AND PARTITIONS AND FLOORS. SEALING RATED PARTITIONS AT TOPS WHERE PARTITIONS JOIN STRUCTURE OR OTHER RATED CONSTRUCTION. SEALING EXPANSION AND CONTROL JOINTS IN RATED PARTITIONS ONE -PART FIRE - STOPPING SEALANT: TO BE USED FOR SEALING) OPENINGS AROUND CABLES, CONDUIT, PIPES AND SIMILAR PENETRATIONS THROUGH WALLS AND PARTITIONS: BIOTHERM FIRESTOP SEALANT; BIO FIRESHIELD, INC. DOW CORNING FIRE STOP SEALANT; DOW CORNING CORP. 3M FIRE BARRIER CAULK CP -25; ELECTRICAL PRODUCTS DIV SPECSEAL SEALANT; STI, INC. REVI CODE AP OC M City BUILt I MINERAL WOOL SAFING INSULATION: "THERMAFIBER FIRE SAFING - INSULATION' BY UNITED STATES GYPSUM COLOR OTHER APPROVED. 07900 - CAULXNG AND SEALANT APPLICATIONS OF CAULKING AND SEALANT INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: ALL CAULKING AND SEALANT WORK NOT SPECIFICALLY MENTIONED IN OTHER SECTIONS, BUT REQUIRED TO PROVIDE A NEAT APPEARING CONSTRUCTION. ACRYLIC -LATEX SEALANT COMPLYING WITH THE REQUIREMENTS OF ASTM 0854. PROVIDE ONE OF THE FOLLOWING: TREMCO 'TREMCO ACRYLIC LATEX CAULK' PECORA GOND "AC 20 ACRYLIC LATEX" SONNEBORN "50NOLAG" ELASTOMERIC JOINT SEALANTS (INCLUDING SANITARY SEALANTS): ASTM C420. SANITARY SEALANT SHALL BE USED FOR JOINTS BETWEEN TOILET FIXTURES, ACCESSORIES, WATER COOLERS, ETC. AT TOILET ROOM. MISCELLANEOUS MATERIALS: PROVIDE PRIMER/SEALERS, BOND BREAKER TAPE AND BACKER ROD AS RECOMMENDED BY THE RESPECTIVE CAULKING AND SEALANT MANUFACTURERS FOR USE WITH THEIR PRODUCT AND SUBSTRATES TO WHICH THEY ARE APPLIED. 'ED FOR DMPLIANC 0r 2010 3 ; f Tukwila G DIl/IsnM to 223 ASPi 08100 - HOLLOW METAL DOORS AND FRAMES DOORS: FLUSH DESIGN DOORS, 1 -3/4' THICK, SEAMLESS HOLLOW METAL CONSTRUCTION, WITH SMOOTH SURFACES WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED SURFACES OR STILE EDGES, EXCEPT AROUND GLAZED INSERTS. FACE SHEETS: 18 GAUGE, GOLD ROLLED STEEL. INTERNAL REINFORCING: CHANNEL SHAPED SECTIONS OR CONTINUOUS TRUSS FORM LINER GORE REINFORCEMENT WELDED TO BOTH FACE SHEETS. REINFORCE TOPS, SIDES AND BOTTOMS OF DOORS WITH I/8" CHANNELS. SOUND DEADLIER: NON - COMBUSTIBLE. FRAMES: FULL- WELDED UNIT CONSTRUCTION, WITH CORNERS MITERED, REINFORCED, AND CONTINUOUSLY WELDED FULL DEPTH AND WIDTH OF FRAME. ALL WELDS SHALL GROUND SMOOTH AND FLUSH. KNOCK DOWN TYPE FRAMES ARE ACCEPTABLE. ALL GUT -OUTS SHALL BE PROTECTED WITH METAL DUST COVERS, WELDED TO FRAME, AT BACK OF FINISH HARDWARE CUTOUTS. GAUGE: 16. FLOOR ANCHORS: SECURELY WELDED INSIDE EACH JAMB. ANCHORS SHALL SE PROPERLY PUNCHED FOR ANCHORING TO FLOOR. JAMB ANCHORS: PROVIDE MINIMUM OF 4 DOUBLE STUD ANCHORS PER JAMB FOR USE WITH STEEL STUD WALLS AND PARTITIONS. ANCHORS SHALL BE STANDARD TYPE USED BY FRAME MANUFACTURER FOR THE PARTICULAR TYPE OF WALL AND PARTITION CONSTRUCTION. WHERE FIRE RATED ASSEMBLIES ARE INDICATED, PROVIDE ANCHORS REQUIRED TO MEET UL RATING. MORTISE, REINFORCE, DRILL, AND TAP AS REQUIRED TO ACCOMMODATE ALL MORTISED TEMPLATE HARDWARE. HARDWARE REINFORCEMENT: NOT LESS THAN 1/8" THICK AT HINGES AND STRIKE PLATE CLIPS. SPREADER BARS: PROVIDE REMOVABLE SPREADER BARS ACROSS SOTTOh OF FRAMES, TACK WELDED TO JAMBS. STOPS AND MOLDINGS: FORM FIXED STOPS INTEGRAL WITH FRAMES. PROVIDE REMOVABLE STOPS AROUND GLAZED PANELS; SECURE WITH MACHINE SCREWS SPADED UNIFORMLY NOT MORE THAN 12" O.G. FINISHES: MANUFACTURER'S STANDARD RUST INHIBITIVE PRIMER. 08305 - ACCESS DOORS AND PANELS FLUSH PANEL DOORS NOT LESS THAN 14 GAUGE SHEET STEEL WITH CONGEALED SPRING HINGES OR CONTINUOUS PIANO HINGE SET TO OPEN 115 DEGREES, AND I INCH WIDE, 16 GAUGE FRAMES AROUND PERIMETER, EXCEPT FOR NON -RATED UNITS INSTALLED IN DRYWALL. FOR NON -RATED DRYWAU. APPLICATIONS, FURNISH FRAMES WITH GALVANIZED METAL DRYWALL BEADS WELDED TO PERIMETER OF FRAME. FOR RATED UNITS, PROVIDE MANUFACTURER'S STANDARD INSULATED FLUSH/PANEL DOORS, WITH CONTINUOUS PIANO HINGE AND SELF - CLOSING MECHANISM. LOCKING DEVICE: FLUSH SCREWDRIVER OPERATED GAM LOCKS. PROVIDE NUMBER OF LOCKS AS REQUIRED TO HOLD DOOR IN FLUSH, SMOOTH PLANE WHEN CLOSED. FINISH: MANUFACTURER'S STANDARD FACTORY APPLIED PRIME PAINT ON ALL SURFACES. 08710 - FINISH HARDWARE GENERAL: REFER TO DRAWINGS FOR HARDWARE GROUPS. 08800 - GLASS AND GLAZING CLEAR TEMPERED GLASS: ASTM G 1048, CONDITION A (UNCOATED SURFACES), TYPE I (TRANSPARENT GLASS, FLAT), GLASS I (CLEAR), QUALITY 03 (GLAZING SELECT), KIND AND THICKNESS INDICATED BELOW: KIND: FT (FULLY TEMPERED). THICKNESSES: AS INDICATED. GLASS EDGES: EDGES NOT CONGEALED BY STOPS OR MOLDINGS SHALL BE GROUND AND POLISHED FLAT, WITH EDGES SLIGHTLY EASED. GLAZING SEALANTS: PROVIDE GLAZING SEALANTS AND PREFORMED GLAZING TAPES SELECTED FOR COMPATIBILITY WITH SURFACES CONTACTED IN THE INSTALLATION. SETTING BLOCKS: SILICONE OR EPDM,10 -q0 DUROMETER HARDNESS, WITH PROVEN COMPATIBILITY WITH GLAZING SEALANTS USED. SPACERS: SILICONE OR EPDM, 40-50 DUROMETER HARDNESS, WITH PROVEN COMPATIBILITY WITH GLAZING SEALANTS USED. FRAMING SYSTEM FOR 1/2" GLASS: FABRICATE FROM 16 GAUGE 502/304 STAINLESS STEEL TO PROFILE INDICATED, WITH NO. 8 MIRROR FINISH. SIZE SHALL BE 5-5/8" HIGH X 1 -5/4" WIDE. FORM FRAMES IN MAXIMUM LENGTHS AND KEEP JOINTS TO A MINIMUM. WHENEVER POSSIBLE, COMPLETE FABRICATION, ASSEMBLY, AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. 09250 - GYPSUM DRYWALL SY8TBu18 GYPSUM BOARD: PROVIDE GYPSUM BOARD OF TYPES INDICATED IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END -TO -END JOINTS. COMPLY WITH ASTM G 56. THICKNESS: 5/8 ", UNLESS INDICATED OTHERWISE. EDGES SHALL BE TAPERED. GYPSUM BOARD USED IN CONJUNCTION WITH FIRE RATED WADS AND PARTITIONS SHALL EE TYPE 'X'. PROVIDE 5/8" THICK WATER RESISTANT GYPSUM COMPLYING WITH ASTM G 650 AT LOCATIONS INDICATED. STUDS AND RUNNERS: SCREW TYPE, ROLL FORMED, CHANNEL SHAPED SECTIONS, ASTM G 645, WITH FLANGE EDGES OF STUDS BENT BACK 610 DEGREES AND DOUBLED OVER TO FORM 3/16" MINIMUM LIP (RETURN), 20 GAUGE GALVANIZED STEEL WITH CUTOUTS FOR UTILITY RUNS. INCLUDE 25 GAUGE TOP AND BOTTOM RUNNERS AND ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AS RECOMMENDED SY THE MANUFACTURER. ALL ACCESSORIES SHALL HAVE A GALVANIZED COATING. TOP RUNNER TRACK FOR PARTITIONS EXTENDING TO STRUCTURE ABOVE SHALL BE DEEP LEG TYPE. FURRING CHANNELS: 1/8" DEEP, 25 GAUGE ROLL FORMED GALVANIZED HAT SHAPED SECTIONS. CARRYING CHANNELS (MAIN RUNNERS): GOLD ROLLED, I -I/2" STEEL CHANNELS WEIGHING 415 LBS. PER M LIN.FT., AND COATED WITH RUST INHIBITIVE PAINT FINISH. GOLD ROLLED FURRING CHANNELS: 5/4" STEEL CHANNELS WEIGHING 0.03 LBS. PER LIN.FT., AND COATED WITH RUST INHIBITIVE PRIMER. DIRECT HUNG SUSPENSION SYSTEMS. ASTM G645 - DIRECT HUNG GRID SUSPENSION SYSTEM CONSISTING OF MAIN BEAMS AND GROSSFURRING MEMBERS THAT MECHANICALLY INTERLOCK TO FORM A MODULAR SUPPORTING NETWORK. FASTENERS: SELF- DRILLING, SELF - TAPPING SGREW5 COMPLYING WITH ASTM GI002. HANGER WIRES: q GAUGE GALVANIZED ANNEALED WIRE. TIE WIRES: 16 GAUGE GALVANIZED ANNEALED WIRE. FURRING CHANNEL CLIPS: HEAVY GAUGE GALVANIZED WIRE CLIPS BY THE MANUFACTURER OF THE FURRING CHANNELS USED. METAL TRIM AND REINFORCEMENT: CORNER BEADS: UNITED STATES GYPSUM CO. 'OUR -A- BEAD ", OR OTHER APPROVED. CASING BEADS: UNITED STATES GYPSUM CO. "NO. 200K, OR OTHER APPROVED. REVEAL TRIM: EXTRUDED ALUMINUM TRIM OF SIZES AND SHAPES INDICATED. INSULATION: SEMI -RIGID MINERAL FIBER WITHOUT MEMBRANE, UNLESS OTHERWISE INDICATED; UNITED STATES GYPSUM CO. "THERMAFIBER SOUND ATTENUATION BLANKETS', FRICTION FIT (SELF - SUPPORTING). JOINT TREATMENT: UNITED STATES GYPSUM CO. "PERF- A- TAPE" JOINT SYSTEM OR OTHER APPROVED. JOINT COMPOUND: READY -MIXED VINYL TYPE FOR INTERIOR WORK. ACOUSTICAL SEALANT (FOR USE WITH SOUND RATED WALLS AND PARTITIONS): PROVIDE NON - DRYING, NON - SHRINKING SEALANT RECOMMENDED BY THE DRYWALL MANUFACTURER. PROVIDE SEALANT WHICH 15 PAINTABLE WHERE EXPOSED TO VIEW. 09300 - CERAMIC TLE TILE: REFER TO "FINISH LEGEND" FOR TYPE, SIZE, COLOR AND MANUFACTURER. GROUT: PROPRIETARY PRE - BLENDED COMPOUND COMPOSED OF PORTLAND CEMENT AND ADDITIVES FOR FLOOR FILE, AND DRY SET GROUT (UNSANDED) FOR WALL TILE. COLOR AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. SETTING, BEDS: THIN SET PORTLAND CEMENT MORTAR WITH LATEX ADDITIVE, ANSI AII8.4, FOR APPLICATION OF TILE TO CEMENTITIOUS SUBSTRATES. WATER RESISTANT ORGANIC ADHESIVE, ANSI AI36.I, FOR APPLICATION OF TILE TO GYPSUM DRYWALL. SEALANT: MILDEW - RESISTANT SILICONE SEALANT COMPLYING WITH THE REQUIREMENTS OF ASTM C 20, TYPE 5, GRADE N5, GLASS 25. USE ONE OF THE FOLLOWING: DOW CORNING '186 - MILDEW RESISTANT SILICONE SEALANT ". GENERAL. ELECTRIC "5G5 1100 SANITARY SILICONE SEALANT ". 09511- ACOUSTICAL LAY-IN CEILINGS ACOUSTICAL PANELS: REFER TO "FINISH LEGEND" FOR TYPE, SIZE, PATTERN AND MANUFACTURER. SUSPENSION SYSTEM: REFER TO "FINISH LEGEND" FOR TYPE AND MANUFACTURER. SYSTEM SHALL COMPLY WITH USG 41 -I8 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL. TILE AND LAY -IN PANEL CEILINGS, Ig88; AND ASTM E 580-81 STANDARD PRACTICE FOR APPLICATION OF CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY -IN PANELS IN AREAS REQUIRING SEISMIC RESTRAINT, KIM. (OMIT UBC 41 -I8 WHEN SEISMIC DETAIL 15 NOT REQUIRED.) CLASSIFICATION: ASTM C 655, INTERMEDIATE DUTY. FINISH: PAINTED WHITE TO MATCH CEILING PANELS. EDGE MOLDINGS: METAL OF TYPE AND PROFILE INDICATED, WITH FINISH MATCHING GRID SYSTEM, AND HEMMED EDGES. PROVIDE WITH MATCHING INSIDE AND OUTSIDE CORNER TRIM. HANGER WIRES: MINIMUM 12 GAUGE, GALVANIZED, SOFT ANNEALED, MILD STEEL WIRE. ACCESSORIES: PROVIDE SPLICES, HOLD DOWN GLIPS,AND OTHER ACCESSORIES REQUIRED AND DESIGNED FOR SUSPENDED SYSTEM USED. 09651- CELENTROUS UNDERLAYMENT DESCRIPTION OF SYSTEM: I. REPAIR AND LEVEL LARGE AREA OR ENTIRE EXISTING FLOORS TO WITHIN ACCEPTABLE TOLERANCES (IF REQUIRED). ADVISE OWNER AND ARCHITECT IF CONDITIONS WARRANT EXTENSIVE LEVELING. 2. LEVEL AREA UNDER ROLLING SHELVING TO MANUFACTURER'S TOLERANCES. COORDINATE WITH ROLLING SHELVING OVER CONCRETE: I. NON - ASPHALTIC, RESISTANT TO INDENTATION; TIGHTLY ADHERING, NON - INJURIOUS TO ADHESIVES. INSTALLATION: MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. I. BRING TO PERFECTLY TRUE, LEVEL, AND SMOOTH SURFACES. 2. NO HUMPS OR DEPRESSIONS. 5. ACCEPTABLE TOLERANCES: ( + / -) 1/4" OVER ENTIRE LENGTH AND WIDTH OF ROOM WITH ( + / -) I /8' IN ANY 2O'-O" SPAN. 4. ALLOW TO CURE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 09660 - REausra FLOORING RESILIENT TILE: REFER TO "FINISH LEGEND" FOR TYPE, PATTERN, COLOR AND MANUFACTURER. ADHESIVE: AS RECOMMENDED BY TILE MANUFACTURER FOR USE WITH HIS PRODUCT AND SUBSTRATE TO WHICH IT IS APPLIED. EDGE STRIPS: I /8" THICK VINYL WITH TAPERED OR EULLNOSE EDGE. PROVIDE WHERE TILE EDGES ARE EXPOSED IN THE FINISHED WORK. LEVELING AND PATCHING COMPOUNDS: LATEX TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 09875 - ANT BASE BASE: VINYL BASE, 0.125" GAUGE BY HEIGHT AS SCHEDULED. STYLE SHALL BE COVED. COLORS: AS SCHEDULED. ADHESIVE: AS RECOMMENDED BY THE RESILIENT BASE MANJFACTURER. 09680 - CARPETING CARPETING: CARPETING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. REDUCER STRIPS: CARPET TO VDT: #64,TILE AND CARPET JOINER BY FLEXCO OR OTHER APPROVED. COLOR SHALL BE BLACK. MISCELLANEOUS MATERIALS: PROVIDE THE TYPE OF ACCESSORY ITEMS RECOMMENDED FOR THE CONDITIONS OF INSTALLATION AND USE, WITHOUT FAILURE DURING THE LIFE OF THE CARPET. 09900 - PAINTING MD FNBI tIG COLORS: AS SCHEDULED. COLORS SHALL NOT BE LIMITED TO MANUFACTURER'S STANDARD COLORS. ALL PAINTS, VARNISHES, STAINS, PASTE FILLERS, THINNERS, COLORS AND SIMILAR MATERIALS SHALL BE DELIVERED IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT. PAINTS, ENAMELS AND STAINS: PROVIDE THE BEST QUALITY PRODUCTS OF FOLLOWING MANUFACTURERS: DEVOE, BENJAMIN MOORE, GLIDDEN, PORTER, PRATT AND LAMBERT (P*L), SHERWIN- 11ILLIAM5 ALL MATERIALS SUCH AS THINNERS, DRYERS, ETC., SHALL BE OF SAME BRAND AS THAT OF PAINTING, MATERIALS OR OF BRAND RECOMMENDED SY THE MANUFACTURER OF THE BRAND OF PAINTING MATERIALS USED. ALL MATERIALS SHALL BE USED AS DELIVERED, FROM THE CANS, WITHOUT THINNING OR ADULTERATION, WHENEVER POSSIBLE TO DO 50. ALL PRIMERS AND UNDERCOATS OF PAINT SHALL BE TINTED SLIGHTLY LIGHTER THAN SHADE OF FINISH COAT. INTERIOR PAINTING: EXISTING PAINTED METAL SURFACES: TWO (2) GOATS P4L 'PRO -HIDE PLUS OIL BASE SATIN'. SPOT PRIME DAMAGED AREAS OF EXISTING FERROUS METAL SURFACES WITH P4L 'INTERIOR TRIM PRIMER ". WOOD (PAINTED): ONE (I) P4L "INTERIOR TRIM PRIMER AND TWO (2) COATS PIL "PRO -HIDE PLUS LATEX SATIN ". SATIN FINISH ON ALL WALL SURFACES: ONE (I) COAT PLL 'PRO -HIDE PLUS PVA PRIMER/SEALER," AND TWO (2) COATS PC- "PRO -HIDE PLUS LATEX SATIN.' EXISTING PAINTED WALLS AND CEILINGS: SPOT PRIME REPAIRED AREAS, AND APPLY FINISH SYSTEMS OF THE TYPES AND NUMBER OF COATS SPECIFIED FOR DRYWALL SURFACES. NATURAL FINISHED WOOD: ONE (I) COAT P4L "SANDING SEALER ", AND (2) COATS P$L "38 CLEAR FINISH SATIN ". SAND LIGHTLY BETWEEN COATS. 10430 - SKIS STOREFRONT 5I6N(5) SHALL BE FURNISHED AND INSTALLED BY OWNER UNDER SEPARATE CONTRACT, ELECTRICAL CONNECTION(5) SHALL BE MADE BY ELECTRICAL CONTRACTOR AFTER SIGN 15 INSTALLED. GENERAL CONTRACTOR TO ARRANGE FOR SIGN INSTALLATION 4 SCHEDULING. (SEE ALSO NOTES ON DRAWINGS.) 10520 - FiE EXTINGUISHERS FIRE EXTINGUISHERS: MULTI - PURPOSE DRY CHEMICAL TYPE, UL RATED 4A:40B:C,10 L.B. NOMINAL CAPACITY, IN ENAMELED STEEL CONTAINER, FOR CLASS A, B, AND C FIRES. WALL MOUNTING BRACKETS: FIRE EXTINGUISHER MANUFACTURER'S STANDARD. 10810 - TOLEr ACCESSORES PROTECT ADJACENT OR ADJOINING FINISHED SURFACES AND WORK FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SECTION. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION ON BUILDING. INSTALL FIXTURES, ACCESSORIES AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL TRUE, PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. HANDICAP GRAB BAR - PROVIDE AND INSTALL 'SOBRICK' MODEL $S- 5806x36, STAINLESS STEEL WITH SATIN FINISH HANDICAP GRAB BAR - PROVIDE AND INSTALL 'BOSRICK' MODEL l5- 5806x42, STAINLESS STEEL WITH SATIN FINISH 18" x 56' WALL MOUNTED MIRROR - PROVIDE AND INSTALL 'BOBRICK' MODEL 418-165 1836 WITH POLISHED FINISH SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER - PROVIDE $ INSTALL STANDARD SURFACE MOUNTED HOUSEHOLD PAPER TOWEL DISPENSER. SURFACE MOUNTED TOILET PAPER ROLL DISPENSER - PROVIDE $ INSTALL STANDARD SURFACE MOUNTED TOILET PAPER ROLL DISPENSER. SURFACE MOUNTED UTILITY SHELF, MOP 4 BROOM HOLDER - BOBRICK MODEL *B-224x30 WITH (5) MOP HOLDERS 4 (2) RA6 HOOKS, STAINLESS. 1 900 - ITEMS FURNISHED BY OWNEli, INSTALLED BY T.G.C. ITEMS LISTED UNDER THE COLUMN "ITEMS FURNISHED BY TENANT" ON THE COVER SHEET OF THESE DRAWINGS, AND ANY OTHER ITEMS 50 NOTED THROUGHOUT THE VARIOUS DETAILS AND NOTES IN THESE DRAWINGS, SHALL BE FURNISHED BY TENANT (OWNER) AND INSTALLED BY THE TENANT GENERAL CONTRACTOR (T.6.0 .). THE T.G.G. SHALL RECEIVE SAME WHEN SHIPPED BY TENANT, PROTECTING ALL SUCH ITEMS IN ACCORDANCE WITH REQUIREMENTS OF SECTION ?? OF THESE SPECIFICATIONS, AND PLACE AT THE PROPER POSITION IN THE WORK AT THE PROPER TIME. SURFACES TO RECEIVE ITEMS FURNISHED BY THE TENANT AND INSTALLED BY THE CONTRACTOR SHALL BE PREPARED SUCH THAT THEY WILL ACCEPT THE ITEMS TO BE INSTALLED IN THE SAME MANNER AS IF THEY WERE TO RECEIVE ITEMS FURNISHED BY T.G.G.. ONCE DELIVERED TO THE JOSSITE AND ACCEPTED BY THE CONTRACTOR ALL ITEMS FURNISHED BY THE TENANT FOR INSTALLATION BY THE CONTRACTOR SHALL BE COVERED BY CONTRACTOR'S INSURANCE THE SAME AS MATERIALS FURNISHED BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO MATERIALS FURNISHED BY THE TENANT FOR CONTRACTOR INSTALLATION AFTER CONTRACTOR ACCEPTS DELIVERY OF SAME, AND CONTRACTOR SHALL PROVIDE ANY NECESSARY REPAIRS AND FINISH TOUCH -UPS AS REQUIRED TO LEAVE THE INSTALLED MATERIALS IN NEW AND FIRST CLASS CONDITION. CONTRACTOR SHALL INSPECT ALL MATERIALS RECEIVED FROM THE TENANT UPON RECEIPT. ANY MATERIALS RECEIVED IN DAMAGED OR UNACCEPTABLE CONDITION SHALL BE REPORTED TO THE TENANT REPORTED WITHIN THREE (5) DAYS AFTER RECEIPT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AS PERTAINS TO NECESSARY REPAIRS. SOLE IMMEDIATELY. DAMAGED ITEMS NOT PAR 3 - EXECUTION INSTALLATION ' COMPLY WITH EACH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDA- TIONS FOR THE INSTALLATION OF THE VARIOUS WORK UNDER T14I5 SECTION. SET ALL WORK PLUMB, LEVEL, TRUE TO LINE, AND IN CORRECT RELATIONSHIP TO ADJACENT WORK. SECURELY ANCHOR ALL WORK IN PLACE. ENSURE THAT OPERATING PARTS WORK FREELY AND FIT NEATLY. ADJUST HARDWARE AND CATCHES AS REQUIRED. REPAIR OR REPLACE DAMAGED MATERIALS, AS ACCEPTABLE TO THE OWNER. COORDINATE AND COOPERATE WITH OTHER TRADES FOR PROPER LOCATION OF ROUGHING -IN SERVICES AND SERVICE CONNECTIONS REQUIRED FOR EQUIPMENT AND FIXTURES. SUBFLOORS: PRIOR TO START OF LAYING THE FINISH FLOORING, BROOM CLEAN AND VACUUM ALL SURFACES TO BE COVERED AND INSPECT THE SUBFLOOR FINISHING FLOORING CONTRACTOR FOR EACH FLOOR MATERIAL SHALL INSPECT AND GIVE ACCEPTANCE/APPROVAL NOTIFICA- TION OF SUSFLOOR PRIOR TO INSTALLATION OF FINISH FLOOR MATERIAL. USE LATEX TYPE LEVELING COMPOUND FOR FILLING CRACKS, DEPRESSIONS AND SURFACE IRREGULARITIES IN SUBFLOORS TO RECEIVE RESILIENT FLOORING, SHEET FLOORING, AND CARPETING. REMOVE COATINGS AND ADHESIVES FROM SUBFLOORS THAT WOULD PREVENT ADHESIVE BOND, OR TELEGRAPH THROUGH THE NEW FINISHED FLOOR SYSTEMS. REPAIR DAMAGED AREAS IN NEW AND EXISTING DRYWALL SURFACES PRIOR TO APPLICATION OF FINISHES. APPLY TEXTURE ON REPAIRED AREAS AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES. PLASTIC LAk 4ATE ALL FINISH MATERIALS SHALL BE BROUGHT INTO INSTALLATION AREA AND ALLOWED TO PRECONDITION FOR 48 HOURS OR MORE. HIGH PRESSURE PLASTIC LAMINATE TO BE TRIMMED WITH ROUTER EQUIPPED WITH EDGE TRIMMER. MILLWORK/CASEWORK: GENERAL: COMPLY 111T14 THE "PREMIUM GRADE' REQUIREMENTS OF AWI 1100 - "INSTALLATION OF ARCHITECTURAL WOODWORK, INTERIOR' AS A MINIMUM LEVEL OF QUALITY FOR THE INSTALLATION OF MILLWORK AND CASEWORK. CONDITION FINISH CARPENTRY AND MILLWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGE TO FINISH AT CUTS. HARDWOOD SLATS (AT LID): INSTALL WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL- LENGTH PIECES FROM MAXIMUM LENGTHS OF WOOD AVAILABLE. STAGGER JOINTS IN ADJACENT ROWS. USE SCARF JOINTS (MITERED) FOR END - TO-END JOINTS. DRILL PILOT HOLES IN HARDWOOD PRIOR TO NAILING TO PREVENT SPLITTING. FASTEN TO PREVENT MOVEMENT OR WARPING. COUNTERSINK NAIL HEADS ON EXPOSED WORK AND FILL HOLES. REPAIR DAMAGED AND DEFECTIVE ITEMS TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR PROPERLY, REPLACE ITEMS. ADJUST JOINERY FOR UNIFORM APPEARANCE. CLEAN FINISH MILLWORK ON EXPOSED SURFACES. SLAT WALL: INSTALL WALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HOLLOW METAL DOORS AND FRAMES PLACING FRAMES: SET FRAME ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION 15 COMPLETE, REMOVE TEMPORARY BRACES AND SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED. FINISH HARDWARE INSTALL EACH HARDWARE ITEM IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANY OTHER WAY, INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH APPLICATION. AFTER COMPLETION OF THE FINISHES, RE- INSTALL EACH ITEM. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ALL MORTISES SHALL BE SMOOTH AND TIGHT. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR, PRIOR TO ACCEPTANCE OR OCCUPANCY OF AREA, TO INSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH TYPE LUBRICATION RECOMMENDED BY THE HARDWARE MANUFACTURERS (GRAPHITE -TYPE IF ANOTHER NOT RECOMMENDED). GLASS AND OLAN GENERAL: COMPLY WITH COMBINED RECOMMENDATIONS AND TECHNICAL REPORTS BY MANUFACTURERS OF GLASS AND GLAZING PRODUCTS AS USED IN EACH GLAZING APPLICATION, AND WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL ". SET GLASS PLUMB, LEVEL, TRUE TO LINE AND IN CORRECT RELATIONSHIP TO ADJACENT WORK. UNIFY APPEARANCE OF EACH SERIES OF GLASS LITES BY SETTING EACH PIECE TO MATCH OTHERS AS NEARLY AS POSSIBLE. INSTALL SETTING BLOCKS OF PROPER SIZE IN GLAZING RABBETS, LOCATED I /4TH OF GLASS WIDTH FROM EACH CORNER. REMOVE AND REPLACE GLASS WHICH 15 BROKEN, CHIPPED, CRACKED, ABRADED OR DAMMED IN OTHER WAYS DURING CONSTRUCTION PERIOD. WASH AND POLISH GLASS UPON COMPLETION OF INSTALLATION. DRYWALL WORK: GENERAL: THE INSTALLATION REQUIRED FOR THE VARIOUS DRYWALL SYSTEMS SHALL BE IN ACCORDANCE WITH USG "SYSTEMS FOLDER SA/6123- Iggo ", ASTM C154 FOR METAL SUPPORT INSTALLATION, AND ASTM C 840 FOR GYPSUM BOARD APPLICATION AND FINISHING. PARTITION FRAMING: ERECT FRAMING PLUMB AND TRUE WITHIN 1/8" IN 12' -0 ". ALL PARTITIONS SHALL BE ALIGNED ACCURATELY ACCORDING TO PARTITION LAYOUT. FLOOR AND CEILING RUNNERS SHALL SE ATTACHED 16" O.G. STUDS SHALL BE POSITIONED VERTICALLY IN THE RUNNERS, SPACED NO GREATER THAN 16" O.G. OR AS OTHERWISE NOTED. ANCHOR ALL STUDS LOCATED ADJACENT TO DOOR FRAMES, PARTITION INTERSECTIONS AND CORNERS TO RUNNER FLANGES WITH SCREWS OR OTHER POSITIVE ENGAGEMENT THROUGH EACH STUD FLANGE AND RUNNER FLANGE. USE FULL LENGTH STUDS BETWEEN FLOOR AND CEILING RUNNERS, SPLICING OF STUDS SHALL NOT BE PERMITTED. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING TO SYSTEM BY USE OF DEEP LEG TOP RUNNERS. ALL DOOR OPENINGS SHALL BE DOUBLE STUDDED TO COMPLY WITH "GYPSUM CONSTRUCTION HANDBOOK" PUBLISHED BY U56. DOUBLE STUDS SHALL BE SECURELY ANCHORED TO THE JAMB AND HEAD ANCHOR CLIPS OF EACH DOOR FRAME BY SCREW ATTACHMENT. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING FOR SUPPORT AND ATTACHMENT OF WALL MOUNTED CABINETS, FIXTURES, EQUIPMENT, AND SIMILAR WORK. COORDINATE THE LOCATION OF FRAMING, BLOCKING AND BRACING IN WALL AND PARTITIONS FOR WALL MOUNTED EQUIPMENT AND FURNITURE FURNISHED BY TENANT. GYPSUM BOARD APPLICATION AND FINISHING: COMPLY 111Th U56 "SYSTEMS FOLDER 5A/125' AND ASTM C840. INSTALL EXPOSED GYPSUM BOARD WITH FACE SIDE OUT. DO NOT INSTALL IMPERFECT, DAMAGED OR DAMP BOARDS. LOCATE EITHER EDGE OR END JOINTS ON SUPPORTS. POSITION BOARDS 50 THAT LIKE EDGES ABUT, TAPERED EDGES AGAINST TAPERED EDGES AND MILL-GUT OR FIELD CUT ENDS AGAINST MILL-CUT OR FIELD GUT ENDS. DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS. SCREW ATTACH GYPSUM BOARD TO SUPPORTING MEMBERS. SPACE FASTENERS IN GYPSUM BOARDS IN ACCORDANCE WITH REFERENCED STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. FINISHING: ALL JOINTS TO BE TAPED AND SPACKLED. ALL FASTENERS AND METAL TRIM SHALL BE SPACKLED. APPLY JOINT COMPOUND IN 5 COATS (NOT INCLUDING PREFILL OF OPENINGS IN BASE), AND SAND BETWEEN LAST TWO COATS AND AFTER LAST COAT. CASING BEADS: PROVIDED ON ALL EXPOSED EDGES OF DRYWALL, AND WHERE DRYWALL. MEETS DISSIMILAR MATERIAL. CORNER BEADS: PROVIDED AT ALL EXPOSED CORNERS. SOUND INSULATION: FILL ALL VOIDS IN PARTITIONS AND WALLS INDICATED USING BATT OR BLANKETS IN AS LONG OF LENGTHS AS POSSIBLE. ALL INSULATION SHALL BE SECURELY HELD IN PLACE BY FRICTION, OR BY TYING TO PREVENT SAGGING AND EVENTUAL GAPS. CUT AND PACK INSULATION CAREFULLY AROUND ALL OBSTRUCTIONS TO PROVIDE COMPLETE AND CONTINUOUS SEAL. ACOUSTICAL CELL GENERAL: INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, AND TO COMPLY WITH GOVERNING REGULATIONS, INDUSTRY STANDARDS APPLICABLE TO THE WORK AND TO RESIST SEISMIC LOADING AS SET FORTH BY LOCAL BUILDING CODES. PROVIDE REINFORCING OR SUPPORTS REQUIRED TO MAKE THE CEILING GRID SYSTEM SUFFICIENTLY STRONG TO SUPPORT ANY ADDITIONAL LOADS IMPOSED BY MECHANICAL AND ELECTRICAL ITEMS INSTALLED IN THE CEILING. WHERE CEILINGS CANNOT BE SUSPENDED FROM STRUCTURE DUE TO MECHANICAL DUCTS, ETC. FURNISH AND INSTALL ALL NECESSARY SUPPORTS AND TRAPEZE SUPPORTS. DO NOT SUPPORT FROM METAL ROOF DECK. SUSPENSION SYSTEMS SHALL BE SUPPORTED FROM THE EXISTING STRUCTURE IN SOLID AND PERMANENT MANNER FULLY CAPABLE OF CARRYING ALL IMPOSED LOADS. DEFLECTION SHALL NOT BE IN EXCESS OF 1/360 OF THE SPAN OF ANY MEMBER HANGERS SHALL BE LOCATED NOT LESS THAN 6' FROM EACH END AND AT 4'-0" O.G. ALONG MAIN TEES AND AT CORNERS OF LIGHT FIXTURES. A HANGER SHALL ALSO BE INSTALLED AT END OF INTERRUPTED TEES. ALL SPLICES SHALL BE STAGGERED IN SUCH A MANNER THAT IN NO CASE WILL A SPLICE OCCUR DIRECTLY ADJACENT TO ANOTHER. DO NOT KINK OR BEND SUSPENSION SYSTEM HANGERS AS A MEANS OF LEVELING. ALL MEMBERS SHALL BE LEVEL TO A TOLERANCE OF NOT MORE THAN I /8' IN 12 FT. MOLDINGS SHALL BE INSTALLED WHERE CEILINGS MEET WALLS, PARTITIONS OR VERTICAL SURFACES. ALL CORNERS: MITERED. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, AND WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION MEMBERS. SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND AT PENETRATIONS. PROVIDE ALL CUT OUTS AND PERFORM ALL FITTING REQUIRED FOR INSTALLATION OF ITEMS WHICH PIERCE THE PLANE OF THE CEILING. CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION MEMBERS; COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUCH -UP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE WORK WHICH CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. FE81JEN1' FLOORING AND BASE MATCH TILE FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND PACKAGED. CUT TILE NEATLY TO AND AROUND AU. FIXTURES. BROKEN, CRACKED, CHIPPED OR DEFORMED TILE ARE NOT ACCEPTABLE. TIGHTLY ADHERE TILE TO SUBFLOOR WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS THROUGH TILE, OR OTHER SURFACE IMPERFECTIONS. LAY TILE IN GRID PATTERN WITH GRAIN IN ALL TILE RUNNING IN THE SAME DIRECTION. CONSULT WITH OWNER'S REPRESENTATIVE TO DETERMINE DIRECTION PRIOR TO BEGINNING INSTALLATION. AVOID USE OF CUT WIDTHS LESS THAN 1/2 TILE AT ROOM PERIMETER. PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO TILE AND SECURE WITH ADHESIVE. PROVIDE EDGING STRIPS AT ALL UNPROTECTED EDGES OF TILE. BASE: INSTALL IN AS LONG LENGTHS AS PRACTICABLE. TIGHTLY BOND BASE TO SACKING THROUGHOUT THE LENGTH OF EACH PIECE WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. REMOVE ANY EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES FROM TILE AND BASE, USING NEUTRAL TYPE CLEANERS AS RECOMMENDED BY THE MANUFACTURER PROTECT INSTALLED WORK FROM DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER/TENANT. CARPETNO GLUE -DOWN APPUCATION FIT SECTIONS OF CARPET INTO EACH SPACE PRIOR TO APPLICATION OF ADHESIVE. APPLY ADHESIVE UNIFORMLY TO SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BUTT CARPET EDGES TIGHTLY TOGETHER TO FORM SEAMS WITHOUT GAPS. ROLL LIGHTLY TO ELIMINATE AIR POCKETS AND ENSURE UNIFORM BOND. REMOVE ADHESIVE PROMPTLY FROM FACE OF CARPET. ALL FOOT AND CART TRAFFIC SHALL BE OFF LIMITS FOR A TEN (10) HOUR PERIOD. REMOVE DEBRIS, SORTING PIECES TO BE SAVED FROM SCRAPS TO BE DISPOSED OF. VACUUM CARPET USING COMMERCIAL MACHINE WITH FACE- BEATER ELEMENT. REMOVE SPOTS AND STAINS, AND REPLACE CARPET WHERE SPOTS AND STAINS CANNOT BE REMOVED. PARTING AND PRECAUTIONS AGAINST FIRE + PERSONAL INJURY: PAINTER AND PERSONS PERFORMING WORK UNDER THIS SPECIFICATION SHALL EXERCISE EVERY PRECAUTION AGAINST FIRE AND AGAINST POSSIBLE INJURY FROM FUMES AND VOLATILE ORGANIC COMPOUNDS AND /OR DAMAGE RESULTING THEREFROM. PAINT, STAIN, OIL RAGS, CANS, BRUSHES, ROLLERS, ETC., SHALL BE DISPOSED OF IN COVERED METAL RECEPTACLES IMMEDIATELY AFTER USE AND REMOVED FROM JOB SITE AT CLOSE OF EACH WORKING DAY. STORAGE: FINISHING MATERIALS AND EQUIPMENT SHALL BE STORED IN A SINGLE PLACE DESIGNATED BY THE CONTRACTOR. STORAGE AREA MUST BE KEPT CLEAN, NEAT AND FREE FROM FIRE HAZARDS AND ALL. HARMFUL VAPORS DUE TO IMPROPERLY STORED MATERIALS, TOOLS, RAGS, ETC. DAMAGE CAUSED BY PAINTER TO SURFACES WITHIN STORAGE AREA SHALL BE MADE 600D AT PAINTERS EXPENSE. CONDI.IION OF SURFACES REMOVE ALL LOOSE DIRT, OIL, GREASE, RUST, DUST, PAINT AND OTHER FOREIGN MATERIAL BEFORE BEGINNING PAINTING AND FINISHING. REMOVE HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE SURFACE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. FOLLOWING COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. REPAIR DEFECTS TO NEW AND EXISTING SURFACES TO AVOID FINISH FAILURES OR THE RECURRENCES OF PREVIOUS FAILURES. GUT OUT SCRATCHES, CRACKS AND ABRASIONS IN NEW AND EXISTING SURFACES, FILL WITH APPROVED MATERIAL, BRING FLUSH WITH ADJOINING SURFACE AND FINISH TO MATCH ADJACENT SURFACE TEXTURE. PATCHED AREAS SHALL NOT BE VISIBLE IN THE FINISHED WORK. SEAL BEFORE APPLICATION OF PRIME COAT. EXISTING PAINTED SURFACES: REMOVE ALL LOOSE AND SCALING PAINT. MAKE CERTAIN THAT ALL PAINT REMAINING 15 ADHERED WELL TO THE SURFACE. REMOVE ALL GREASE, OIL, AND OTHER SURFACE CONTAMINATES WHICH WOULD AFFECT ADHESION OF THE NEW PAINT FINISH. SAND SURFACES FOR PROPER PAINT ADHESION, AND TO REMOVE GLOSSY AREAS IN THE EXISTING PAINT FINISH. SAND ROUGH EDGES OF BARE AREAS TO FEATHER EDGE AT ADJACENT SOUND PAINT. PAINTING AND FINISHING OF PATCHED OR DAMAGED SURFACES OCCURRING OUTSIDE THE CONTRACT LIMIT AREA, SHALL BE CONTAINED TO THE NEAREST CHANGE IN PLANE OR INTERRUPTION OF SURFACE. MATERIALS PREPARATION: MIX AND PREPARE PAINTING MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. STIR MATERIALS BEFORE AND DURING APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. DO NOT STIR SURFACE FILM INTO MATERIAL. APPLICA1101% APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM 15 A UNIFORM FINISH, COLOR AND APPEARANCE. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACE. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. RECOAT PRIMED AND SEALED SURFACES WHERE THERE 15 EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT, TO ASSURE A FINISH COAT /11TH NO BURN - THROUGH OR OTHER SURFACE DEFECTS DUE TO INSUFFICIENT PRIMING OR SEALING. COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. CLEMHUP MD PROTECTION DURING PROGRESS OF WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, CLEAN WINDOW GLASS AND OTHER PAINT - SPATTERED SURFACES. PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT, AGAINST DAMAGE BY PAINTING AND FINISHING WORK. CORRECT ANY DAMAGE AS ACCEPTABLE TO OWNER. PROVIDE "WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY- PAINTED FINISHES. AT COMPLETION OF WORK OF OTHER TRADES, TOUCH UP AND RESTORE ALL DAMAGED OR DEFACED PAINTED SURFACES. END OF MATERIALS GENERAL pro v- x.23 REVIEWED CODE COMPLIANCE *gfl UFf OCT 0E2010 City of Tukwila BUILDING DIVISION ° • • REV DATE DESCRIPTION NAME 532 2; ; 3 ,• 3 3 3 ...&"^ REGISTRATION SEAL • „„:„ § „ , •ap. • 7 • $897 PROJECT NO: 1008401 SOUTH ENTER MALL 1 • z - DRAWN BY: MR 3 • 3 3 t 1 • 2 . aft:4:;!: *5, ;?.., AR HITEOT :i„„„„ 74„, (in CHECKED BY JRB • 1 PS 2800 sbuTHOENTER BLVD . I AIM % won "1"- ..3"R•w•mx. 13.00 ,•;:? • s STATE OFIWASNGTON ISSUE DATE: • , (5,,, :NI Q SEATTLE WA 98188 3 3 ARCHITECIRJRE i• ERGINEERING: STINE PLANNING # IDAILAS LAS WEGiAS' ha) 08/03/10 , • 4 , SPA' 3424 • • • ‘2 2 7 L 1950' _CRAIG ROAD,,,4,,SUITE_ 300 ARCHITECTURAL SPECIFICATIONS 3 3 41$-2400 FAX (;1: 4) 415-?:3SOTOLOUIS MO 63146 wwwlarcvlcom 3 3 • • WWI b�- -- ■ ut - EN En U. 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SCALE 1/4' • 1-0' ONG:17EML.ITION IS GONPLE'IM, TOL. TO VERIFY THAT ANY OBSTRIJGTIONLS MIRE AT A MINIMA` OP 12'-01 APE. IF DE RE ARE ANY DISGl•115, NOW 'ARDEN B' PM 4 ARCHITECT PRIOR TO START OF GON5TRUGTICK ALL DEMOLITION TO BE DONE BY T6G. I / \11.1.1l•∎ GONTRAAGTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. PQ NOT SGM DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING FROGE55 AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR GODS COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, MOO - A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. 4. ALL NEW WALL CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. 5. T.6.G. TO CONFIRM LEASE LINE DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION START. L_.. III NOTES: I. CONTRACTOR TO INCLUDE IN BASE BID TO PATCH, FLOAT OR REPLACE GYP. BOARD ON DEMISING WALLS WHERE GYP. BD. 15 DAMAGED, UNSIGHTLY OR MISSING FOR A 'AS NEW" FINISH SURFACE. 2. CONTRACTOR TO VERIFY, PRIOR TO BIDDING, COMPLETE SCOPE OF DEMOLITION. ALL REQUIRED DEMOLITION TO BE INCLUDED IN THE BASE BID. DEMOLITION PLAN 15 ONLY AN ESTIMATE OF SCOPE OF WORK. 5. 120 NOT BLOCK REQUIRED MALL. EXIT CORRIDORS. ERECT BARRICADES 4 PROVIDE TEMPORARY LIGHTING, IF REQUIRED TO MAINTAIN EGRESS PATH OF TRAVEL. 4. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE HAZARD. REMOVE FROM SITE ON A REGULAR BASIS; DAILY IF REQUIRED. 5. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 1.23 REVIEWED FOR CODE COMPLIANCE APPROVED OCT o ( 2O�o City of Tukwila BUILDING DIVISION Q DEMOLITION NOTES: I. EXISTING DEMISING WALLS AND INTERIOR WALL PARTITIONS TO REMAIN. T.G.G. TO PATCH 4 REPAIR AS NEEDED FOR SMOOTH FINISH. PREPARE FOR NEW FINISHES. 2. LEASE LINE. T.6.G. TO VERIFY IN THE FIELD. 3. T.6.G. SHALL BUILD CONSTRUCTION BARRICADE PER Li.. SPECIFICATIONS, PRIOR TO START OF CONSTRUCTION. THE BARRICADE SHOULD BE PAINTED WITH A "SEMI - GLOSS" WHITE PAINT TO ACCEPT BARRICADE GRAPHICS. THE GRAPHICS WILL EITHER BE A FULL VINYL WRAP OR A PARTIAL VINYL GUT LETTERING DESIGN INSTALLED BY AN INDEPENDENT INSTALLER REFERRED BY THE MALL. ANY QUESTIONS ABOUT THE BARRICADE FINISH OR GRAPHICS, T.G.G. TO CONTACT THE GRAPHICS VENDOR AND /OR THE 'ARDEN B' PROJECT MANAGER T.E.G. SHALL REMOVE AND DISPOSE OF BARRICADE UPON COMPLETION OF ALL WORK AND APPROVAL OF MALL. 4. T.E.G. TO REMOVE FLOOR, SUBFLOOR AND BASE THROUGHOUT LEASED SPADE DOWN TO SLAB. SEE SHEET FI02 FOR FINISHING INSTRUCTIONS. 5. EXISTING COLUMN 4 COLUMN BUILD OUT TO REMAIN. T.G.G. TO FIELD VERIFY EXISTING LOCATIONS AND SIZE OF COLUMN. T.E.G. TO CONFIRM IS COLUMN BUILD OUT CAN BE REDUCE IN SIZE. IF POSSIBLE, T.6.G. TO DEMO, EXISTING BUILD OUT AND WRAP COLUMN AS TIGHT AS POSSIBLE. T.E.G. TO PREPARE COLUMN FOR NEW FINISHES. T.E.G. TO MAINTAIN ALL REQUIRED FIRE RATINGS. 6. EXISTING DOOR, FRAME, 4 HARDWARE TO BE REMOVED. PATCH 4 REPAIR FLOOR AS NEEDED. 1. T.G.G. TO REMOVE EXISTING RECESSED STANDARD SYSTEM DOWN TO EXISITN6 DEMISING WALL. T.6.G. TO PATCH AND REPAIR DEMISING WALL AS REQUIRED TO ACHIEVE A SMOOTH SURFACE. SEE PARTITION TYPES FOR MORE INFORMATION. 8. REMOVE EXISTING PARTITIONS AS SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO ACCEPT NEW FINISHES. 9. NOT USED. 10. NOT USED. II. EXISTING ELECTRICAL PANELS AND EQUIPMENT TO REMAIN. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 12. EXISTIN6 ROLLING, GRILLE TO BE REMOVED. T.6.G. TO PATCH AND REPAIR FLOOR AS REQUIRED AND PREPARE TO RELIEVE NEW FINISH. 13. STOREFRONT GLAZING, BASE, AND FRAMING TO BE REMOVED. PATCH AND REPAIR FLOOR AS REQUIRED TO RELIEVE NEW FINISHES. SEE SHEET A200 FOR MORE INFORMATION. 14. NEW DEMISING WALL STUDS AND EXIT DOOR PROVIDED AND INSTALLED BY LANDLORD. T.6.G. TO PROVIDE AND INSTALL NEW 5/8' TYPE 'X' GYP. BD. AS REQUIRED. T.6.G. TO CONFIRM EXACT LOCATION WITH LANDLORD. T.6.G. TO REPORT ANY DISGREPENGIES IMMEDIATELY TO AREDN B PM AND ARCHITECT. 15. NOT USED. 16. T.6.G. TO REMOVE EXISTING LIGHTING, SOFFITS, GRID, AND LAY -IN GELING TILES THROUGHOUT LEASE SPACE. T.6.G. TO PATCH AND REPAIR WALLS AS REQUIRED TO RELIEVE NEW FINISH. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 11. EXISTING FLOOR DRAIN TO BE REMOVED. T.6.G. TO GAP ALL DRAINS LEFT EXPOSED AT OR BELOW SLAB AND REPAIR TO "LIKE -NEW" ALL PENETRATIONS. PREPARE FLOOR FOR NEW FINISHES. SEE CONSTRUCTIONS PLAN AND PLUMBING PLAN FOR MORE INFORMATION. 18. REMOVE EXISTING FIXTURES AND MATERIALS THROUGHOUT SPACE. T.E.G. TO SAVE SALES AREA STANDARDS FOR RE-USE IN STOCK ROOM, SEE SHEET FI00 FOR LAY -OUT /QUANTITY. T.G.G. TO PATCH AND REPAIR WALLS AS NEEDED TO ACCEPT NEW FINISH. 14. T.E.G. TO REMOVE ALL DEMOLITION MATERIALS INCLUDING RUBBISH AND DEBRIS PRIOR TO NEW CONSTRUCTION. 20.SEE MECH., PLUMB. 4 ELEC. DRAWINGS FOR FURTHER DEMOLITION WORK 21. DO NOT ABANDON ANY UTILITIES WITHIN LEASE SPACE. REMOVE BACK TO SOURCE. 22. T.E.G. 15 RESPONSIBLE FOR COORDINATING ALL SPRINKLER ELEVATIONS IN EXISTING TENANT SPACE. TGC. TO AGHEIVE HIGHEST ELEVATION POSSIBLE. VERIFY EXISTING HEIGHT IN FIELD. SEE MECHANICAL 4 PLUMBING SHEETS FOR MORE INFO. 23. T.6.G. TO MAINTAIN THE INTEGRITY OF ALL FIRE -RATED CONSTRUCTION. 2' -O" LEASE LINE V.I.F. LEASE LINE V.I.F. .N �. 9 n 1:I I.I L. i.i I'I 111. =ice Yn 1.. 1.1 1111 1111 1111 1 "11 111. 1111 nu 1111 1111 in' 1111 NMI 1 II I: I.. II -44 FLOOR PLAN SCALE yr - 1-0' COLUMN LINE DIM. Y.I.F. 4-1" 8 7' -0" 00 4 STOOK AREA r- 0 in 24' -O" COLUMN LINE DIM. V.I.F. m 0 7'-b8° 0 0 v- o_ 4 O 4 a 11111 iN N rldJ 0 -\ N N ro 7N N FITTING ROOMS • VIII 0 v- IL 00 lb -04- // 4' -b" 5' -55 a 4' -b" 48=-> , 5l -5a T 0 3- N N 3 35 -44 LEASE LINE V.I.F. FLOOR PLAN CONT. SCALE 1/4' - 1-0' LEASE LINE V.I.F. piNCL TlurOiwar 6_,0-305) . - (Zgc oa8.t•!D•1) CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT J08 SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING 5I05. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, MOO - A606 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. 4. ALL NEW WALL CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. WALL PA - ON LEGEND ITB4 )DESCRIPTION LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION - PER MALL CRITERIA 1 1 1 1 1 1 1 I I EXISTING PARTITION TO REMAIN _ _ = EXISTING PARTITION TO BE REMOVED NEW FULL HEIGHT PARTITION, MTL. STUDS 4 FINISH TO CEILING 2. NEW PARTITION, MTL. STUDS AND GYP. BD. STOPS SHORT OF CEILING NEW ONE -HOUR PARTITION xO PARTITION TYPE - 5EE SHEET MOI LEASE LINE. T.G.G. TO FIELD VERIFY LOCATION IN FIELD. 2. EXISTING MALL NEUTRAL PIER. PROTECT DURING CONSTRUCTION. 3. NEW STOREFRONT SYSTEM. 5EE A200 ELEVATION FOR MORE INFORMATION. 4. NEW DEMISING WALL BY LANDLORD. T.G.G. TO APPLY NEW 5/S" TYPE "X" GYP. P. AFTER DEMO, AS REQUIRED. TGG TO PREPARE SURFACE TO RECEIVE NEW FINISHES. T.6.C. 15 RESPONSIBLE FOR ACHIEVING ANY FIRE RATING (U.L. OR OTHERWISE) FOR DEMISING PARTITIONS. 5 EXISTING DEMISING WALL TO REMAIN. T.G.G. SHALL PATCH/REPAIR GYP. 5D. AS REQUIRED AFTER DEMO. TGG TO PREPARE SURFACE TO RECEIVE NEW FINISHES. T.G.G. 15 RESPONSIBLE FOR ACHIEVING ANY FIRE RATING (U.L. OR OTHERWISE) FOR DEMISING PARTITIONS. 6 T.6.0. 15 RESPONSIBLE FOR PROVIDING 4 INSTALLING APPROVED FIRE EXTINGUISHERS PER LOCAL CODE. 7. NEW FLOOR DRAIN. SEE PLUMBING SHEETS FOR MORE INFORMATION. 8. NOT USED. GI. SEE SHEET A606 FOR TYPICAL FITTING ROOM DETAILS. 10. EXISTING ELECTRICAL PANELS. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. II. T.G.G. TO VERIFY IF ANY ADDITIONAL FIREFROOFIN6/FIRE CAULKING AND /OR MODIFICATIONS ARE REQUIRED BY BUILDING DEPARTMENT AND /OR LANDLORD PRIOR TO BID. IF REQUIRED, T.G.G. 15 RESPONSIBLE FOR ALL FIREPROOFING. ALL FIREPROOFING SHALL BE OF THE DIRECT APPLIED, INTEGRAL TYPE THAT 15 APPLIED DIRECTLY TO THE STRUCTURAL BUILDING COMPONENT. 12. NEV PLUMBING FIXTURES. SEE PLUMING SHEETS FOR MORE INFORMATION. DOOR LEGEND MARK MARK SIZE DOOR FRAME (2) 51_01 X q' -O" NEW GLASS DOOR5 SEE NOTE I 2 3'- 0 "x6' -O "xI 5/4" NEW SOLID CORE M. DOOR 5' -0" H. H.M. SEE NOTE 2, 4, 8, q 5 2'- 6 "x6-0"xI 5/4" NEW SOLID CORE WD. DOOR 5' -0" H. H.M. SEE NOTE 2, 4, 8,10 4 5'- 05171-0 "xI 5/4" NEW HOLLOW METAL DOOR H.M. SEE NOTE 6, 1 5 3' -0"x7' -0"xl 5/4" NEW HOLLOW METAL DOOR H.M. SEE NOTE 5, 1 6 EXISTING EXISTING EXIST SEE NOTE 1, 5, II I. EX T DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE U5E OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR, FRAME AND HARDWARE FURNISHED BY TENANT AND INSTALLED BY T.G.G. 5. PAINT DOOR AND FRAME O BOTH SIDES 4. DOOR 15 PREFINISHED. 5. EXTERIOR FINISH TO MATCH MALL FINISH; INTERIOR FINISH TO BE 6. PAINT DOOR AND FRAME SON SALES AREA SIDE AND O ON STOCKROOM SIDE. 1. DOOR AND FRAME FURNISHED AND INSTALLED BY T.G.G. 8. DOOR TO RECEIVE HINGE MOUNTED DOOR STOP. q. SEE DETAIL ISA/A603 FOR DETAILS 10. SEE DETAIL I5B/A603 FOR MORE DETAILS II. DOOR AND FRAME FURNISHED AND INSTALLED BY LANDLORD FOR DOOR 4 FRAME. HARDWARE LEGEND FIK. MANJPACI JReR BY DOOR* DESCRIPTION ploy F.144:1 1141 a'ulTi : ;:it:I .T.- 7i�IC�]i =� DOOR 4 RDWARE TO BE U55 -605 = - I6HT ERA55 CL • - COATED. T.6.C. T SUBMIT FINISH SAMPLE TO PM FOR APPROVAL; FLUSH BOLT WITH DUST PROOF STRIKES OT #4 20 MIN. u,1�1 :[11 ;14 -11, 4 ►irnri Cfi1�l►i� � :� I ���Jlii�.� f���[I�ai?l_1g1��>� � ��5i�1�1►� i� :� �' r 1 •' - �. • PULL HANDLES -BACK TO BACK 1'• M iii All t- iij1►1J;lI IYPI 2060 Q•�7 i «3ifi I Il =IAI■•0 Ili R___ •Li: l�:�7= �i�► ► :1►�i[BI:r57_����•7 Sit�:��0 2D 111E itJtii IVES TGG (yr1l►�ii�7►l�if����I lino M I`IF- ,•Y�JIJ41 STOCKROOM TO T• ROOM t #a1- 11111karill111111CrZ.• i ;41- P∎ 'll 630 - Roos TO MAU. CORRIDOR 20 MIN. E�Ir�I�143i11; 1E�! I�I�i�F�IIC�: 9iJ�1► 11���5� .'� :?�11�:�1i�- _'lr�l��� =ri . •11: •�: 1"1114 i 1 � 2 :1 E�I��•�� ❖T :arm • • I -J of J -• 2' -0" LEASE LINE V.I.F. pt0 _ 22.3 FINISH KEY NOTES Ct= BI CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.1224 0 *D451-60 "ALABASTER" 55 6" VINYL I/8" BASE JOHNSONITE COLOR: "50- WHITE" (800) 8qq -8gI6 GEWN6 (C) 0 GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. 11n1 1 Mlc I ) 0 ASIAN SAND #7152K -IS BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D431 -60 BY WILSONART (FOR REFERENCE ONLY) OTBD 0 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEI6E #5411 FINISH: SATIN (FOR REFERENCE ONLY) tertimitii 0 METAL POWDER COATING TO MATCH TIGER DRYLAC #301/10560 PAINT fP) 0 BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE FIOI FOR FINISH TYPE. 0 BENJAMIN MOORE 'SOFT CHAMOIS' #0C-I5 SEE F101 FOR FINISH TYPE. ®BENJAMIN MOORE VOILE PINK' #2000 -70. SEE FIOI FOR FINISH TYPE. 0 BENJAMIN MOORE 'DISTANT GRAY' #0G -68 SEE FIOI FOR FINISH TYPE. OBENJAMIN MOORS "CHANTILLY LACE" *OC-65. SEE FIOI FOR FINISH TYPE. )HALL GOVERIN66 Ail 10 WA COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I54 BY CROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 514 - 351 -41I35 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #LS6I51 BY CROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 5I4 -351 -gI35 COLLECTION: WALT DISNEY SIGNATURE #WD2125 DIST. BY. YORK WALLGOVER. M.O2RIN6 (T) 0 CERAMIC TILE - 12 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.I224 CONTACT: LUI6UI SALITURI 514-345 -4254 MALL TILE - MATCH COLOR, PATTERN, AND GROUT TBY.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME:"SANDRIFT WHITE" 0 SHEET TILE TO MATCH Y.G.T. SWAM= FI WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK' #2000 -10 WI WA XI WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-O" X 10'-0" BY: MACO MILLWORK ATTN: DOMENIC MA 514 -141-1221 CUSTOM DECORATIVE PANEL BY CTA. SIZE: 4'-0" X 12'-0" CUSTOM DECORATIVE PANEL COLOR: SNOWFLAKE #62021 TEXTURE: PK- CASHMERE BY: KYDEX THERMOPLASTIC SHEET PLEXI6LAS5 - ACRYLITE REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -2581 ACRYLIC PANEL COLOR: OPAL PLEXI6LA55 PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 -817 -1415 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 fi 2010 City of Tukwila BUILDING DIVISION NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC PRA IFt T O 0 2' -5" 2' -0" 2 -0" 2' -0" 2I'-O 5/4" SEE DTL. 11A600 CENTER FIXTURES ON WALL 2' -0" 21 -011 2' -0" 2' -0" 2' -0" 21 -0" 2' -0" 4 2' O EEO O I5'-O 5/4" SEE DTL. I/A6OO CENTER FIXTURES ON WALL 2' -0" 2' -0" 2' -0" 2' -0" 2' -0" 2' -0" _,p 0 IGO 2' -10 I/8" I21 -II" 2'-9 1/2" PREFABRICATED SIX (6) FIXTURE CABINET PANELS 21 -011 2'-0" 21 -01I 21 -011 21 -011 21-0" GASH COUNTER SEE DTL. I/A6O2 HOLD 0 SALES AREA 15'-0 5/4' SEE DTL. I/A6OO CENTER FIXTURES ON WALL O 2I'-O 3/4" SEE DTL. I /A6OO CENTER FIXTURES ON WALL 2'-'1 /8" I r 2' -0" 2' -0" 2' -0" 2' -0" 2I -0" 2' -0" .�� O 21 -0" 21 -0" 21 -0" 21 -011 21 -0" 21 -011 21 -011 21-011 21 -0" 21 -0" P �- --. r N m. ... N,. N A i A 0 V A 0 r- 1 BACK WRAP SEE DTL. I/A6O2 2' -0" 21 -011 2' -O" 2' -0" 2' -011 21 -011 21 -0" 2' -0" 2'-0" 2' -0" CENTER FIXTURES ON WALL I' -I 3/8" 211-0 5/4" CENTER FIXTURES ON WALL SEE DTL. I /A6OO FIXTURE PLAN en+a 1/4' • 1-0' 111-0 5/4" K2 1 / '-" SEE DTL. I1A6OO ulu •• ��•� INN ii ■ • NEM TOILET ROOM FITTING ROOMS STOCKROOM FIXTURE PLAN CONT. SCALE 1/4 • !o 4' -II I/2" I'-O 3 4" SEE DETAIL I/A6O2 2' -0" 2' -0" 2' -0" 2' -0" 2' -O" 2' -0"" 2-0" 2' -0"" CENTER FIXTURES ON WALL NOTE FOR REMODELS ONLY: T.G.G. TO REUSE EXISTING SALES /STOCK ROOM STANDARDS AND SHELVES, AS APPLICABLE. 10' -0" H. SURFACE- MOUNTED WALL STANDARDS, 24" O.G. HORIZONTAL I X 4 WOOD BLOCKING. SECURE TO MTL. STUDS IN WALL, PAINT TO MATCH WALL FINISH. IT-0 5/4" 2-0" / 2' -0" / 21 -0" / 21 -0" CENTER FIXTURES ON WALL 5EE DTL. I /A60O 5EE DTL. I /A6OO NOTE: SEE 1/F10O FOR ACTUAL STOCKROOM SHELVING LAYOUT. TYP. STOCKROOM SHELVING erxe 1/4' • 1-0' NOTE: CORNER 6UARD PROVIDED AND INSTALLED BY T.G.G. T.6.G.TO 6LUE CORNER GUARDS TO GYP. BD. T.G.G. TO SECURE CORNER GUARDS WITH FINISHING SCREW AT TOP AND BOTTOM ON ALL SIDES TYP. CORNER GUARD DETAIL SCALE 1/2' • 1-0' bO223 REVIEWED FO CODE COMPLIANCE AP MED City of Tukwila BUILDING DIVISION ills E PLAN NO1 r I. SEE A6O1 STANDARD INSTALLATION DETAILS. 2. T.G.G. TO INSTALL MAXIMUM AMOUNT OF STOCKROOM SHELVING. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. 20_ 52 DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING SIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A5OI, MOO - A6O3 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. FIXTURE LEGEND -0 0 O GASHWRAP - SEE I/A602 FOR MORE INFORMATION. O BACKWRAP - SEE I/A602 FOR MORE INFORMATION. O3 I ® �p ON 1 X 3 NYID. 2 31-0N I rrilEt5.E5EE DT5LTA8/A6AR0D3S ® 24" O.G. 1 J © FITTING ROOM HANGBAR. SEE DTL. 4/A6O3. 0 N I 1' -I0' X 1' -0" MIRROR FOR SALES AREA - SEE DETAIL 6 /A60I. 4 10 II' -0" STOCKROOM SURFACE MOUNTED STANDARDS. SEE 2/FI0O. II EMPLOYEE LOCKERS SUPPLIED BY TENANT 4 INSTALLED BY T.6.G. 12 TIME $ ATTENDANCE - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 13 MICROWAVE 4 REFRI6. SUPPLIED BY TENANT 4 INSTALLED BY T.G.G. / 601X30' BREAK TABLE SUPPLIED 4 INSTALLED BY T.G.G. 15 4 I6 FDETAN6 ROOM HOOK CENTERED ON DOOR I' -2" FROM TOP. SEE CD PREFINISHED CABINET - T.G.G. TO ASSEMBLE 4 INSTALL PER MANUFACTURER'S INSTRUCTIONS. T.G.C. TO INSTALL TYPE "A" STANDARDS ON FADE OF CABINET AFTER INSTALLATION. II NOT USED Iq SHELF AT 6' -8" A.F.F. PROVIDED 4 INSTALLED BY T.G.G. SEE 8/A601 FOR MORE INFORMATION. I FITTING ROOM STOOL PROVIDED BY TENANT. 21 1 I 22 RECESSED SALES AREA STANDARDS. SEE SHEET MOO FOR MORE INFORMATION � ®a®z ®z® NOTE: SEE 1/F10O FOR ACTUAL STOCKROOM SHELVING LAYOUT. TYP. STOCKROOM SHELVING erxe 1/4' • 1-0' NOTE: CORNER 6UARD PROVIDED AND INSTALLED BY T.G.G. T.6.G.TO 6LUE CORNER GUARDS TO GYP. BD. T.G.G. TO SECURE CORNER GUARDS WITH FINISHING SCREW AT TOP AND BOTTOM ON ALL SIDES TYP. CORNER GUARD DETAIL SCALE 1/2' • 1-0' bO223 REVIEWED FO CODE COMPLIANCE AP MED City of Tukwila BUILDING DIVISION ills E PLAN NO1 r I. SEE A6O1 STANDARD INSTALLATION DETAILS. 2. T.G.G. TO INSTALL MAXIMUM AMOUNT OF STOCKROOM SHELVING. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. 20_ 52 DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING SIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A5OI, MOO - A6O3 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. FIXTURE LEGEND MARK DESCRIPTION O GASHWRAP - SEE I/A602 FOR MORE INFORMATION. O BACKWRAP - SEE I/A602 FOR MORE INFORMATION. O3 MANNEQUIN STANDp ® �p ON 1 X 3 NYID. 2 31-0N I rrilEt5.E5EE DT5LTA8/A6AR0D3S ® 24" O.G. 41 -0" X 6' -0" MIRROR FOR INDIVIDUAL FITTING ROOM - SEE DETAIL 1A/A603. MIRROR TO BE CENTERED. © FITTING ROOM HANGBAR. SEE DTL. 4/A6O3. 0 HANDICAP FITTING ROOM BENCH SEE DTL. I2/A603. 1' -I0' X 1' -0" MIRROR FOR SALES AREA - SEE DETAIL 6 /A60I. 2' X 2" X 4' -0" HIGH WHITE VINYL CORNER GUARD. PROVIDED AND INSTALLED BY T.G.C. SEE DETAIL 5/FI00 FOR MORE INFO. 10 II' -0" STOCKROOM SURFACE MOUNTED STANDARDS. SEE 2/FI0O. II EMPLOYEE LOCKERS SUPPLIED BY TENANT 4 INSTALLED BY T.6.G. 12 TIME $ ATTENDANCE - SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 13 MICROWAVE 4 REFRI6. SUPPLIED BY TENANT 4 INSTALLED BY T.G.G. 14 601X30' BREAK TABLE SUPPLIED 4 INSTALLED BY T.G.G. 15 SOUND SYSTEM EQUIPMENT. SEE ELECTRICAL DRAWINGS FOR MORE INFO. I6 FDETAN6 ROOM HOOK CENTERED ON DOOR I' -2" FROM TOP. SEE CD PREFINISHED CABINET - T.G.G. TO ASSEMBLE 4 INSTALL PER MANUFACTURER'S INSTRUCTIONS. T.G.C. TO INSTALL TYPE "A" STANDARDS ON FADE OF CABINET AFTER INSTALLATION. IS NOT USED Iq SHELF AT 6' -8" A.F.F. PROVIDED 4 INSTALLED BY T.G.G. SEE 8/A601 FOR MORE INFORMATION. el FITTING ROOM STOOL PROVIDED BY TENANT. 21 41 -0" X 8' -0" MIRROR FOR FITTING ROOM COMMON AREA - SEE DETAIL 1B/A605 22 RECESSED SALES AREA STANDARDS. SEE SHEET MOO FOR MORE INFORMATION . „ . , ' • , . .- . . , . . 5 • • , 3 „ . . . . , , - ' . . . , . . . 3. 3 • , • • i ..: : : - : :•.:. $ $ . , ' : , $ 3 3 $ 3. . 3 . . „" . 3 3 .: $ 3 3: , $ r $ .: ..••• , 3. 3 REV i DATE ' ; DESCRIPTION I NAME i : :: . . . . , • 5 , , : , • ; ; ; :. , , , 1 , , i .....5,rft50:::„.„„.., 5 .. : 1 , . , : 500..I .. , i : , . , . :, : i REGIFIRATjON SEAL • , , , , 5 t. , : , 5 , ,• ..:- i. .., , : , , ..- ...: , . , „ , , : 5 , :: , , . , 1. i , : : - , , , , . , ,„ , ..-• , , .,.. .. , ...,5-, 5.5-5,,,,- ,, PROJECT NO: 1008405:- : , • , ; - . . , . : : , :: : ; -: ; . , , .., , ; , • - :- I -: :- - 5 ; ,- :: , ..- —1.4:6‘1X7 11N - i' ::: : : 1 • : :: 1 , , , ; r'-'14 , z.v..., Wm ]: 1 , , , , .• , ,, , > ; . ; ,,, ::- :: , , , , 1.: , , , 4 "0-7,4 4,„:„.,,,,,, ,.. = , 9 :: ..-.. .'-' . . . I: : : „ , 1 . ... 6897 • ,51141.64.40.4 .:i ,;:55401 - ; ; Ft, AERGe ti. Ti. Me:. E, TD N.. Er DRAWN BY MR , , -x ,... q--.-_ •••rt ',: , ...w. ; ; ; ; :s. 3 s.. i 3 * , . , ..........„`„ ...,...... . ,...... .. ... ..........„— ,- :.. : , • • Z .' , , . : .:.: • , , * , * ,. 3 ri 3 *. , * 3 , , ?...: 3 § . . . , , ; . , ',.. , 3 .1 „ $ , $ $ . i 3 i ' 5 5 : , , , $ : : • ' : . ' 3 $ , , , , $ ',e'24, 4'''''' ''Wg g* i: Si ``,,,,m>7.....4, • ,,,ff,0"4:1,:,: ."..,',.....x..n% .x.':;:z :. - ..::.:; ,r,',,,' ' .110) '„......,,i„.. ii,-.......„,.... ',...-.......... A .. , N S , CHECKED BY: JRB ---4.1C' ; 2800 SOUTHGENTER BLVD 1 , . • .. , , , , ...1 M Mk .111 , , : , ‘..:33,. :: , ., s, , , 4'.3,,,,,,':: , .. . , 3 ' : *. k' : 3. • i: ' . .. ' 1 3 1 i ',. :i = ‘7.......): . ,. . „„...w. .. : ..,.... op, 1 . , , co . , . , , . i ' . . 1, , . .• rs .‘ , f 3 $ 3. $ I MD „,,,, . , :, , ..,, , t i, , i t IN C 10 :: , .,,..- r t Na s- EATTLE l WA!98188 , , , • , ,. . , , _ , , : , .• . . , , 1 , , ,. , . , ....• . , , :-: r ; , - ; .. , , - : . * '0 'It'ArTiE'D' 0 ISSUE DATE: ,,.. 08/ 03 /10 '3 , ..: ' ; 3 .. : 1 . . :: i.. i.: . ' . k , : ' .: 1 , `.. • ii , 3. 1 3 .; , . ' . ..i , . , . 3 .3: it: „ ""k..,.. ; ' i '•• Z, : II , ,... , ,..- , :: , • :, :: i _ t..!: - , ,,,„_„■„4.A.„..,„„„....,.....„,. :: , : , ,• ,• , • : :i , , ; - 3 . 3 .3. .: , 3 i$ AII N I 120 WI S i / ID AIL L A s , ;.- ; , , • , . L A $ VIE GIA Si- ;.i ; sTATE OF ,ASHiNGION ,.,„..„„..„ : i , § , , ; , , , :: , , . , , , , , . . :,- :i. :: , :. : , , „ : , : , . :, I : , 1 , , . . • s pAc : #220 $TORE 43424 , .. , . , , „, , , .,, , , ::: : , 3 3 3 $ , 3 3 $ 3 3 3 1 9 5 0 CRAIG ROAD "SUITE 300 ; I ST '5:4- LOUIS MO 63146 : 3 A TV IL PLAN + NOTES , , , , . „ ..• . .. , 1 . : i: , , 1 , „ ,. , , : , :. ,. , i.: : , .. , , : ., , „ , . . i . , , * 3 *. , ' 3 * , , ' , 3 , 5 :: 1PH. 014) 41$-2400 1 FAX (314) 415-23001 I wwv4arcv2COM :i 5 5 * 5 : - : 5 i :: : :: i s - 5 . . , ---- ..„---- _,-- ---- „- . 0 i� APT S' -8" in SALES AREA 4,44 Av. zzzv 1111 Frz Air Ar Air Ac/r IrvAr AZ 41 AfAvv AfAcd.47 .#Arzrzsv Ap? z/v Air A, A tireld :A A OTIMEMEMEME, .1/21"A4 awn Org MEMEMEME VC li MO EMENEEME Ir1 II i EGRESS PLAN SCALE vs• - ra EMI ::I ::I ..1 ::I ::I MIME Min MN op NM : IV 1E1 1E1 I 1E1 Ei• INI _I l' 4, IIENEEEENNEIIME se , 46/"7 ... ZAW.,r ArArA.'‘v. ApovA Fr TOILET ROOM X diAl STOCKROOM NM \\\\\\\\\\\\\ \\\\ FITTING ROOMS \\\\\\\\\\ \\\\\\\\ II II II czlIF II II EGRESS PLAN CONT. SCALE yr - ra XIS 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premise's electrical supply. In the event of power supply failure, and emergency electrical system shall automatically illuminate the following areas: Exit access corridors, passageways and aisles in rooms and spaces which require two or more means of egress... in buildings required to have two or more exits. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries unit equipment or an on -site generator. The installation of the emergency power system shall be in accordance with Section 2702. 1006.4 Emergency lighting shall be arranged that illumination shall be an average 1 -foot candle IN mosisgimmo ra ri1w1 ■1 1 b1OZ23 REVIEWED FOR CODE COMPLIANCE E MT 0 2010 City of Tukwila BUILDING DII, /IMi RECEIV ,ITYOFAIREA SEP 0 7 2010 ERMITCENTER SEE ELECTRICAL SHEETS FOR EMER&ENGY EGRESS LIGHTING LOCATIONS AND DETAILS. R4 WALL 5YSTE1.1 WALL SYSTEM LINE OF FINISH TRANSITION SALES AREA SEE SHEET F102 FOR INFORMATION REGARDING FLOOR FINISH. 1 SEE PET IL 5/A602 FOR FINISHES WALL SYSTEM FINISH PLAN SCALE 1/4" - w TOILET ROO X STOCK ROOM ON BACK WALLS OF FITTING ROOM INTERIOR. TYP.OM \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ J FITTING ROOMS • • • • OMEN ON BACK WALLS OF FITTING ROOM INTERIOR TYP. et \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ FINISH PLAN CONT. SCALE: ve - ra Pirs. C CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPENCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A501, A600 -A605 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.G.G. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. PAINT FINISH NOTES: UNLESS OTHERWISE NOTED: I. PAINT ON ALL WHITE WALLS TO BE EGGSHELL FINISH (I.E., CHANTILLY LACE) 2. PAINT ON ALL COLOR WALLS TO BE SATIN FINISH. 3. PAINT ON ALL CEILINGS TO BE FLAT FINISH. 4. WOOD BLOCKING TO BE FLAT FINISH. ROOM FINISH SCHEDULE ROOM FLOOR RASE M.L. PAINT WALL COVER MINE MIGHT EXTERIOR OREI T2 BI - via VARIES ENTRY TI BI - W2 WI 41" -0 " SALES AREA TI BI, B2 P2, P3, P4 R2, R3, R4 P3, P4 12' -0" FITTING ROOM TI 52 P4 R4 P3 q' -0" STOCK ROOM T3 53 P5 - P5 DECK TO TOILET ROOM T4 133 P5 n TO MATCH 8' -0" NOTES: FOR EXACT LOCATIONS. KEY NOTES FOR EXACT DEFINITION. MUST CONFORM TO FLAME SPREAD RATINGS PER LOCAL CODE. I. REFER TO ELEVATIONS 2. REFER TO FINISH 3. ALL FINISHES Duo SEE SHEETS A200, A500, 4 MOO FOR STOREFRONT FINISHES. FINISH KEY NOTES (3, CERAMIC TILE SASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RDJWHT.1224 B2 4" BASE #D431-60 'ALABASTER" ( 6" VINYL 1/8" BASE JOHNSONITE COLOR: "50- WHITE" (800) 8qq -81I6 CEILING (G) GI GYP. P. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. LI ASIAN SAND #ig52K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER 40451 -60 BY WILSONART (FOR REFERENCE ONLY) L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES SLANG NEIGE *5411 FINISH: SATIN (FOR REFERENCE ONLY) MI METAL POWDER COATING TO MATCH TIGER DRYLAC #30q/g0560 Phitive PI BENJAMIN MOORE 'MUSLIN' 4tOG -12 SEE FIOI FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' 4tOC -I5 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -10. SEE FIOI FOR FINISH TYPE. P4 BENJAMIN MOORE 'DISTANT GRAY' #OC -68 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" #OC -65. SEE FIOI FOR FINISH TYPE. PILL GO'VERIN66 (R) RI WA COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE 41L56154 BY CROWN WALL-COVERING REP: 6INETTE LAMOUREX 514 - 551 -41I55 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56151 BY GROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 514 - 551455 COLLECTION: WALT DISNEY SIGNATURE 41122g25 DIST. BY. YORK WALLCOYER. FLOORING (f) TI CERAMIC TILE - I2 "X24" BY: OLYMPIA "R0SEDALE WHITE" #OD.RDJNHT.I224 T2MALL TILE - MATCH COLOR, PATTERN, AND GROUT OY.G.T. FLOORING 12" X12" ARMSTRONG COLOR: 1151858 NAME: "SANDRIFT WHITE" 0 SHEET TILE TO MATCH Y.G.T. kusausima FI WA F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" *2000-10 WA WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X IO'-O" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -141 -1221 CUSTOM DECORATIVE PANEL BY CTA. SIZE: 4' -0" X 12' -0" REFLECTIONS MIRROR COLOR: 60LD 41IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -2541 02 ACRYLIC PANEL COLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - 1/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 - 811 -14415 REVIEWED 'f.° R CODE COMPLIANCE AP *PtfrfiFn Cody ON Q R 7.0i0 :i of Tukwila BUILDING DIVIRICR NOTE: THESE ARE TYPICAL FINISHES. ALL FINICI ICS MAY OR MAY NOT BE USED WITH THIS SPECIFIC Ref) IFGT . . : , . 2 , . 3 2 : 3 . 3. . . 3 2' 3 3 3 3 . .' 3 - 3 2 3 . 3 3 2 , • 3 * * - 3 : 3 3 . ' il R EV 3 DATE i DESCRIPTION 1 NAME , , : , ,•: , , k , . 0, , , . , .: i 1 , : i : : .: , , .. , , , ,• , ,, 3_110sGTN0EGSLR.'s fEEAA:z: , , ,• :: : , , : i.:0:1::' :,1C:•414.3 4.41A, 1 : : i , : i : : >: , , MALL A , . . ., -:: i..• ,' : ;. 13,6.REll'EGI,61: , , . 1 : , . : • , T , , , , , , , , „ ,„ , : : . „ „ , „ s , „ , . , , : „.. „ „,: PROJECT NO 100840 I z - ....... „, . , :13 SOUTIICEN ER mALL. , „ „ . , ,--: , , .., .. , , , : , , , , , , , , ,. , , , „ „ , „ . , ...a -:.-14 — - , o,•;-: , 1 :.: , 1- , , , :, , , i ,, $ < „. ,-. , 3 3 , . ' - 3 • 3 3 .• 17....1:2 441: : .f.3:,:; ,.:3' : • • . , . . .. . . . • . • . . . . . . . . - 3 ; . • 2 3 3 3 , 3 IC GT i s , i - c M. • AA I 1 , . : i Mill DRAWN BY: MR , , ,, • i 1 . . . , ! , , , , , .. • ., k •.: ,: R. ::::::::*M. piii.;00 „s...4. t............_ 1,......„..,, 11:i,,,,,,,,,,,,,..,.0, ::,,,,,,. ■II1 CHECKED BY: JRB Tr •,•„„„„.„— , ' 1 28 0 SOUNCENTER BLVD' 1 3 3 , 2 2 3 ' • , , 3% / / , / / / 3 .-/ ../ / / -• 3 •..i gmb i; imp 3 : :Li r f . -. .' MD ' , / / , / 3 / 3 , / = / / / 3 / ' M • i 7 3 / / / .. ,., 3 , ' / i I 1:343 ,333r, ; f •,:,,,,,MErViss (03,33.77:3333•A .. 7 z•;.,-,41 : - •.m7,:og,:i.sor- • , .. , ; :::::, ..' 1 , ,. .. .1: , l' , 'IPMCMTOY I : • . , • ..•.k . • ; 0 ISSUE DATE: :: :: (0,= a :...p.C3 7 7 ---'-‘------ 1 S 1 TME IWAF.981 8 1 < , ; , ; , ; .. r.• , , , , I 1 1 ; .. ... , : .. ; . .< , , , , N IC IC, I R , P V R A ,-. T ' E , D , ; I :.: : ARCHTECTU, RE; 10 ENGINEERING ! O• - ST RE PLANNING 1... • =EL * rr.` : : , .t. , . , ; 5 , . ..1 . . : : , 08/03/10 %z 5 , :: • i ., , z ; ;'. iS Ail N t Li0 Ui I S / ID AIL L 6„,S if L A S TE CIA S; il s: , / `.."-</- - -. t ` `r` ""3:. , , • , , . / SPAC ; #220 $TOR it3424 I 1 ' , , , 1 : .• , „ . , , ‘• , ' 1 2 3 3 , 3 i 3 3 3 3 , / / $ 1950 CRAIG R0AD 1SUITE 300 ::: .: ... 1 : ST LOUIS MO 63146 ,,,..._ FINISH PLAN + NOTES , , , 1 , , „ , , , , , : „ , :. , , , , , ,.• , , : , , , , , , 1 , , , , , s 1 : „ s... „ „ , , , :I PH. i 314 41 —2400 FAX 314) 415-2300i' '( ) 4 ( 3 www.arcv4orn ? t ,•-: ; 1 3. 3: ' 3 3 3 3 . • 3 : . —TILE TO BE BUTTED UP TO ADJACENT TILE. NO GROUT LINE. TILE TOBE- BUTTED UP TO ADJACENT TILE. 140 GROUT LINE. FLOOR FINISH PLAN SCALE yr - ra MEN :: == MN NM ME ME NM NE ... ■u. TOILET ROOM 1111 INN INN 1111 INN IN1 °N 1.1 1111 -- [FITTING ROOMS -[�- INN INN 1111 1111 STOCKROOM I:1 III MiZ.M: H H HIII( T6G TO INSTALL NEW BASEBOARD THROUGHOUT. FITTING ROOM. FINSH NOTE: WHEN EDGES OF BASEBOARD T.G.G. TO PAINT FLOOR FINISH PLAN CONT. SCAB VC - .o 05ED, TENANT TILE ON TI THIN SET MASTIC TRANSITION LINE ALIGN MALL FINISH TO TENANT `:J LEASE LINE SATIN ANODIZED ALUMINUM ANGLE BY SCHLUTER 'SCHIENE -AE" OR APPROVED EQUAL FLOOR TRANSON DETAIL SCALE N� TO SCALE TOILET ROOM RUBBER TRANSITION STRIP SHEET VINYL 0 TO MATCH V.G.T 0.� . STOCKROOM EXIST. SLAB 0 V.C.T. TILE FLOOR TRAN8ON DETAIL SCALE Nr TO SCALE T.G.G. 15 RESPONSIBLE FOR MAINTAINING A FLUSH TRANSITION BETWEEN FINISHES WHICH MAY INCLUDE, BUT 15 NOT LIMITED TO, CHIPPING OUT EXISTING CONCRETE IN TENANT'S LEASE SPACE OR MALL FINISH. T.G.G. 15 ALSO TO PROVIDE ADEQUATE SLOPE FOR DRAINAGE. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. QQ NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISGREPENGIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.6.G. TO CAULK AROUND ALL CAW-BOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. STOCKROOM SCHLUTER "RENO -V" TRANSITION STRIP ANODIZED ALUMINUM VINYL COMP. TILE ON THIN 5E1' MASTIC STOCKROOM DOOR FITTING ROOMS TENANT TILE ON THIN SET MASTIC EXIST. SLAB 0 FLOOR TRANSON DETAIL SCALE NOT TO SCALE MALL EXTERIOR ENTRANCE DOOR / FITTING ROOMS TENANT TILE ON THIN SET MASTIC TI )- bto2z3 FLOOR TRANSON DETAIL SCALD Nr TO SCALE O CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RDJNHT.1224 II #0431 -60 'ALABASTER" ES6" VINYL 1/8" BASE JOHNSONITE DOLOR: '50- WHITE" (800) Sqq -Sgl6 l■ _ • GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. .I A G ASIAN SAND #1152K -18 BY WILSONART (FOR REFERENCE ONLY) ©ALABASTER #0451 -60 BY WILSONART (FOR REFERENCE ONLY) TBD L4 MELAMINE PANEL. BY: PANOLAM INDUSTRIES BLAND NEI6E 415411 FINISH: SATIN (FOR REFERENCE ONLY) FINISH KEY NOTES smut 0 METAL POWDER COATING TO MATCH TIGER DRYLAG #30q/g0560 PAIN PI BENJAMIN MOORE 'MUSLIN' #0G -12 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' #0G -I3 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -10. SEE FI01 FOR FINISH TYPE. 0 BENJAMIN MOORE 'DISTANT 6RAY' #0G-68 SEE FI01 FOR FINISH TYPE. 1w 1 hJ_Qt$ OCOLLECTION: ANTONIA VELLA FI COLOR BELLA ROSE 4L56154 BY CROWN WALLCOVERIN6 F2 REP: 6INETTE LAMOUREX 5I4 -55I -61135 OCOLLECTION: ANTONIA VELLA DOLOR: BELLA ROSE 14-56151 BY GROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 514 -55I- I35 OCOLLECTION: WALT DISNEY SIGNATURE 111122g25 DIST. BY. YORK WALLCOVER. aleaH5nm 0 CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.1224 BENJAMIN MOORE "CHANTILLY LACE" 41OG -65. SEE FI01 FOR FINISH TYPE. O jam{. GONI3IN26 lk) sO WA MALL TILE - MATCH COLOR, PATTERN, AND GROUT Y.G.T. FLOORING 12" XI2" ARMSTRONG DOLOR: 1151855 NAME: "SANDRIFT WHITE" ®SHEET TILE TO MATCH V.C.T. WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 WA WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X 101-0" BY: MACO MILLWORK ATTN: DOMENIC MA 514 - 141 -1221 OCUSTOM DECORATIVE PANEL BY GTA. 51E: 41-0" X 121-0" REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 6105- 685 -23611 OACRYLIC PANEL COLOR: OPAL OPLEXI6LASS PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 - 811 -1415 REVIEWED i -or CCIECOMPLIA NCE A OCT 0(201 City oo Tukwila BU IL LNG DIVISION NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC Reel Fr.T CASED HEADER AT O 8' -0" A.F.F. Pq 42' -7 1/4" 6YP. BD. CEILING N II'-6" A.F.F. PAINT Et.1„ It CEILING ® 13' -I 1/4" A.F.F. FINISH Ii���' OREFRONT ENTRANCE NINE AT 10-0 A.F.F., FINISH A.F.F. CELING ®10' -0" FINISHn ff;• NEW 6YP. BD. CEILING 10' -0" A.F.F. PAINT P4 T.G.G. 15 TO CUT THE GRIDS OUT AT LIGHTS TO PROVIDE ACCESS TO CHANGE LAMPS. 2' -0" X 4' -0" WHITE GRID SUSPEND 3' BELOW SOFFIT. % GYP. BD. CEILING 111-0" -0 A.F F. PAINT O q' -I 1/2" REFLECTED CEILING PLAN SCALE 1/4' - ra C 1111 1111 1111 " """ " """ 1111 1111 """" """" 1111 1111 :I I'' " """ 1111 1111 1'I 1111 1111 1111 1111 1111 1111 1111 1111 1.I I.: 1. I I.' I'll ou MI m" uu MI m" 1MP . 1II ' U.' IU: U.' "":" ""1" "" "" ""I" I.' 1° "" "" ‚U" 11111 1° IM IM MI " " "" m" "":" ""11 "":" HIS TOILET ROOM NEW GYP. BD. GEIL 8' -0" AF.F. PAINT P5 EQ. 4' -0" EQ. EQ. STOCKROOM O 5' -0" c� 5' -0' EQ. cy 9 ;4- II) • EQ. 4' -0" O EQ. •I::' NE •• NE • 2 -5" m _, cn o 5' -4 3/4" 2' -10 3 4" O EQ. 0 r 0 0 EQ. • • • Y 3' -10 5/S" m r O r 3' -2 3/4" CASED HEADER AT O 8' -0" A.F.F. P4 .. 1�7 3 /8n 2' -C G' -011 EQ. 6' -0" TdP. FLUORESCENT LIGHTS STOCKROOM TO BE CEILING MOUNTED FITTING c1 ROOMS GYP. BD. CEILING CI q' -0" A.I`.F. PAINTO REFLECTED CEILING PLAN CONT. SCALE 1/4' - 1-0' 6' -1 1/2" 3' -0" rCE L CE CE CE IMO ■■ 9 0 6' -0" s u ;Q. In r 41' -I I I /8" KEYED NOTES: MARK Q I. NEW WALL SCONCE TO BE CENTERED ABOVE MIRRORS. SEE DETAIL 3 /A60I FOR HEIGHT INFORMATION. 2. SEE A102 FOR DETAILS OF CONSTRUCTION SOFFIT. S. NEW EXHAUST FAWLIGHT IN TOILET ROOM. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 4. NOT USED. 5. VERIFY IF ANY ADDITIONAL FIREPROOFIN6/FIRE CAULKING AND /OR MODIFICATIONS ARE REQUIRED BY THE BUILDING DEPARTMENT AND /OR LANDLORD PRIOR TO BID. 6. SEE SHEET AI02 FOR GYP. BD. CEILING INSTALLATION DETAIL(S). 1. T.G.G. TO PROVIDE 24 "X24' ACCESS PANEL IN LINE WITH LIGHTS FOR ACCESS TO 51,- h. TRANSFORMER AND ROLLING GRILLE MAINTENANCE. PAINT PANEL . 8. T.G.G. TO • • AND INSTALL TWO ADDITIONAL 24'X24" ACCESS PANELS AT ANY MAJOR ELECTRICAL AND MECHANICAL POINTS OF INTEREST. ACCESS PANELS SHOULD BE LOCATED IN A5 INCONSPICUOUS AN AREA AS POSSIBLE. PAINT PANEL TO MATCH ADJACENT CEILING. CONFIRM EXACT LOCATION WITH 'ARDEN B' PM. 5' -6" 2' -0" CEILING PLAN NOTES: I. GYP. BD. CEILING TO HAVE A LEVEL 5 FINISH PER U56 SPECIFICATIONS. 2. T.6.C. TO PAINT HVAG DIFFUSERS SAME AS ADJACENT CEILING. 3. NEW DUCTWORK FOR TENANT TO BE HELD 6" FROM UNDERSIDE OF JOISTS. 4. ANY EXISTING DUCTWORK AND EXISTING EQUIPMENT 15 TO BE RESECURED AS REQUIRED. 5. T.G.G. TO REMOVE ALL ABANDONED OR UNUSED DUCTWORK, PIPING, CONDUIT, INSULATION, ETC. FROM THE SALES AREA, FITTING ROOMS, EXIT CORRIDOR 4 STOCKROOM. 6. ALL NEW CONDUIT, ETC. TO BE PLACED IN AN ORGANIZED MANNER RUNNING IN STRAIGHT LINES OR 400 ANGLES. HOLD CONDUIT AS TIGHT AS POSSIBLE TO UNDERSIDE OF EXISTIN6 JOISTS. 1. SEE MI00 FOR LOCATION OF DIFFUSERS AND SPRINKLER HEADS. S. T.G.G. TO CLEAN ALL SUPPLY GRILLS AND REPAIR IF NEEDED. FINISH KEY NOTES M3.M BI CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.1224 0 4' BASE #D431 -60 "ALABASTER' ES6" VINYL I /8" BASE JOHNSONITE COLOR: "50- WHITE" (800) Sqq -S116 CEILING IG) CI GYP. D. CEILING, FIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON A101. MI 1 INr�1[ A ) (El') ASIAN SAND #1g52K -IS BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D451 -60 BY WILSONART (FOR REFERENCE ONLY) © TBD L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEIGE #5411 FINISH: SATIN (FOR REFERENCE ONLY) i MI METAL POWDER COATING TO MATCH TIGER DRYLAG #3041/410560 PAINT 1P) PI BENJAMIN MOORE 'MUSLIN' #OG -12 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' #00-13 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -10. SEE F101 FOR FINISH TYPE. 8 BENJAMIN MOORE 'DISTANT GRAY' #OC-68 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE' #OG -65. SEE FI01 FOR FINISH TYPE. RI WA 0 COLLECTION: ANTONIA VELLA FI COLOR: BELLA ROSE #L56134 BY GROWN WALLCOVERIN6 F2 REP: 6INETTE LAMOUREX 514 - 551 -4135 RCOLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I51 BY GROWN WALLCOV RING REP: GINETTE LAMOUREX 514 - 351 -41155 0 COLLECTION: WALT DISNEY SIGNATURE #WD2g25 DIST. BY. YORK WALL-COVER. RAORIN6 M') 0 CERAMIC TILE - 12 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RDYWT.I224 OMALL TILE - MATCH COLOR, PATTERN, AND GROUT OV.G.T. FLOORING 12" XI2" ARMSTRONG COLOR: #51853 NAME:'5ANDRIFT WHITE' 0 SHEET TILE TO MATCH Y.G.T. WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 N/A WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X 10' -0" BY MACO MILLWORK ATTN: DOMENIC MA 514 -141 -1221 CUSTOM DECORATIVE PANEL BY CTA. SIZE: 4'-0" X 12' -0" REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 4105 - 685 -2541 ACRYLIC PANEL COLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866-811-14q5 REVIEWED FOR Co E COMPLIANCE APPRMIE OCT 0 261B City of Tukwila OWING DIVISION NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC PR() IFr:T 2,z3 0 TYP. • d ii \ i ii ii iii i i i AV -*- i ii i i i i w ; 0 d \ 0 TYP. 11 , EQ. dI d EQu' O EQ. 0 r 0 0 EQ. • • • Y 3' -10 5/S" m r O r 3' -2 3/4" CASED HEADER AT O 8' -0" A.F.F. P4 .. 1�7 3 /8n 2' -C G' -011 EQ. 6' -0" TdP. FLUORESCENT LIGHTS STOCKROOM TO BE CEILING MOUNTED FITTING c1 ROOMS GYP. BD. CEILING CI q' -0" A.I`.F. PAINTO REFLECTED CEILING PLAN CONT. SCALE 1/4' - 1-0' 6' -1 1/2" 3' -0" rCE L CE CE CE IMO ■■ 9 0 6' -0" s u ;Q. In r 41' -I I I /8" KEYED NOTES: MARK Q I. NEW WALL SCONCE TO BE CENTERED ABOVE MIRRORS. SEE DETAIL 3 /A60I FOR HEIGHT INFORMATION. 2. SEE A102 FOR DETAILS OF CONSTRUCTION SOFFIT. S. NEW EXHAUST FAWLIGHT IN TOILET ROOM. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 4. NOT USED. 5. VERIFY IF ANY ADDITIONAL FIREPROOFIN6/FIRE CAULKING AND /OR MODIFICATIONS ARE REQUIRED BY THE BUILDING DEPARTMENT AND /OR LANDLORD PRIOR TO BID. 6. SEE SHEET AI02 FOR GYP. BD. CEILING INSTALLATION DETAIL(S). 1. T.G.G. TO PROVIDE 24 "X24' ACCESS PANEL IN LINE WITH LIGHTS FOR ACCESS TO 51,- h. TRANSFORMER AND ROLLING GRILLE MAINTENANCE. PAINT PANEL . 8. T.G.G. TO • • AND INSTALL TWO ADDITIONAL 24'X24" ACCESS PANELS AT ANY MAJOR ELECTRICAL AND MECHANICAL POINTS OF INTEREST. ACCESS PANELS SHOULD BE LOCATED IN A5 INCONSPICUOUS AN AREA AS POSSIBLE. PAINT PANEL TO MATCH ADJACENT CEILING. CONFIRM EXACT LOCATION WITH 'ARDEN B' PM. 5' -6" 2' -0" CEILING PLAN NOTES: I. GYP. BD. CEILING TO HAVE A LEVEL 5 FINISH PER U56 SPECIFICATIONS. 2. T.6.C. TO PAINT HVAG DIFFUSERS SAME AS ADJACENT CEILING. 3. NEW DUCTWORK FOR TENANT TO BE HELD 6" FROM UNDERSIDE OF JOISTS. 4. ANY EXISTING DUCTWORK AND EXISTING EQUIPMENT 15 TO BE RESECURED AS REQUIRED. 5. T.G.G. TO REMOVE ALL ABANDONED OR UNUSED DUCTWORK, PIPING, CONDUIT, INSULATION, ETC. FROM THE SALES AREA, FITTING ROOMS, EXIT CORRIDOR 4 STOCKROOM. 6. ALL NEW CONDUIT, ETC. TO BE PLACED IN AN ORGANIZED MANNER RUNNING IN STRAIGHT LINES OR 400 ANGLES. HOLD CONDUIT AS TIGHT AS POSSIBLE TO UNDERSIDE OF EXISTIN6 JOISTS. 1. SEE MI00 FOR LOCATION OF DIFFUSERS AND SPRINKLER HEADS. S. T.G.G. TO CLEAN ALL SUPPLY GRILLS AND REPAIR IF NEEDED. FINISH KEY NOTES M3.M BI CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.1224 0 4' BASE #D431 -60 "ALABASTER' ES6" VINYL I /8" BASE JOHNSONITE COLOR: "50- WHITE" (800) Sqq -S116 CEILING IG) CI GYP. D. CEILING, FIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON A101. MI 1 INr�1[ A ) (El') ASIAN SAND #1g52K -IS BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D451 -60 BY WILSONART (FOR REFERENCE ONLY) © TBD L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEIGE #5411 FINISH: SATIN (FOR REFERENCE ONLY) i MI METAL POWDER COATING TO MATCH TIGER DRYLAG #3041/410560 PAINT 1P) PI BENJAMIN MOORE 'MUSLIN' #OG -12 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' #00-13 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -10. SEE F101 FOR FINISH TYPE. 8 BENJAMIN MOORE 'DISTANT GRAY' #OC-68 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE' #OG -65. SEE FI01 FOR FINISH TYPE. RI WA 0 COLLECTION: ANTONIA VELLA FI COLOR: BELLA ROSE #L56134 BY GROWN WALLCOVERIN6 F2 REP: 6INETTE LAMOUREX 514 - 551 -4135 RCOLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I51 BY GROWN WALLCOV RING REP: GINETTE LAMOUREX 514 - 351 -41155 0 COLLECTION: WALT DISNEY SIGNATURE #WD2g25 DIST. BY. YORK WALL-COVER. RAORIN6 M') 0 CERAMIC TILE - 12 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RDYWT.I224 OMALL TILE - MATCH COLOR, PATTERN, AND GROUT OV.G.T. FLOORING 12" XI2" ARMSTRONG COLOR: #51853 NAME:'5ANDRIFT WHITE' 0 SHEET TILE TO MATCH Y.G.T. WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 N/A WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X 10' -0" BY MACO MILLWORK ATTN: DOMENIC MA 514 -141 -1221 CUSTOM DECORATIVE PANEL BY CTA. SIZE: 4'-0" X 12' -0" REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 4105 - 685 -2541 ACRYLIC PANEL COLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866-811-14q5 REVIEWED FOR Co E COMPLIANCE APPRMIE OCT 0 261B City of Tukwila OWING DIVISION NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC PR() IFr:T 2,z3 TRANSVERSE GR055 -� MEMBER 3 5/8" 20 GA. MTL. STUD. 5625162 -33 3 5/8" 20 6A. MTL. STUD 16' O.G. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 3625162 -35 3 5/8" 20 GA. MTL. STUD. 3625162 -33 W/ 5/8" GYP. BD. O FRAMING PLAN ecear, 1/2' - ro IS 6A. HANGER WIRE @ 4' -0" O.G. 5 5/8" 20 6A. MTh STUD. 3625162 -33 W/ 5/S' 6YP. BD. O 3 5/8' 20 6A. MTL. STUD 16" O.G. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 TRANSVERSE CROSS MEMBER. 3 5/8' 20 SA. MTL. STUD. 3625162 -33 SOFFIT ABOVE CASHWRAP 11/2" 20 GA. i /8" FURRING CHANNEL @ 41-0" O.G. CHANNEL @ 2' -0" O.G. NOTE: 6YP. BD. CEILING TO HAVE A LEVEL 5 FINISH PER U56 SPECIFICATIONS. L5/8' 6YP. BD. VARIES SUSPENDED CEILING DTL. SCALE: 3' - r-n TRANSVERSE CR055 MEMBER. 3 5/8" 20 GA. MTh. STUD. 3625162 -33 0 3 5/8" 20 6A. MTL. STUD 16' O.G. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 3 5/S" 20 6A. MTL. STUD. 3625162 -33 W/ 5/8" GYP. BD. O 0 VARIES SEE A101 C 9 isi \---C '�C C ■ f `�\ C E C G, \,, C 1 _ in —C C 1 , \G, J A102 f i 1 __-/ C \ C / A102 l` r` 1k C m \--C s. (`I` 11 .0. C (/ ik C r1 -9 N G1 ti t% FRAMING PLAN ecear, 1/2' - ro IS 6A. HANGER WIRE @ 4' -0" O.G. 5 5/8" 20 6A. MTh STUD. 3625162 -33 W/ 5/S' 6YP. BD. O 3 5/8' 20 6A. MTL. STUD 16" O.G. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 TRANSVERSE CROSS MEMBER. 3 5/8' 20 SA. MTL. STUD. 3625162 -33 SOFFIT ABOVE CASHWRAP 11/2" 20 GA. i /8" FURRING CHANNEL @ 41-0" O.G. CHANNEL @ 2' -0" O.G. NOTE: 6YP. BD. CEILING TO HAVE A LEVEL 5 FINISH PER U56 SPECIFICATIONS. L5/8' 6YP. BD. VARIES SUSPENDED CEILING DTL. SCALE: 3' - r-n TRANSVERSE CR055 MEMBER. 3 5/8" 20 GA. MTh. STUD. 3625162 -33 0 3 5/8" 20 6A. MTL. STUD 16' O.G. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 3 5/S" 20 6A. MTL. STUD. 3625162 -33 W/ 5/8" GYP. BD. O 0 VARIES SEE A101 MALL DECK. CONT. 3 5/8" 20 GA. MTL. STUD ATTACHED TO DECK ABOVE. 5/8' GYP. BD. FRAMING SECTION 3 5/8" 20 GA. MTL. STUD. 3625162 -33 W/ 5/8" GYP. BD. O 3 5/8' 20 6A. MTL. STUD 16" O.G. TYP. 5TUD5 MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 TRANSVERSE CROSS MEMBER. 3 5/8' 20 GA. MTL. STUD. 3625162 -33 FRAMING PLAN - SALES AREA DROPPED SOFFITS SCALE uz - ra tn 3 5/8" 20 6A. MTL. STUD KICKERS 0) 48" O.G. 3 5/8" 20 6A. MTL. STUD @ Ib" O.G. 5/8" GYP. BD. —5/8" 6YP. BD. (4) *10 SCREWS (1YP (4) *10 SCREWS (TYP.) 7--TRANSVERSE .1015T PER PLAN WITH 3 *10 SCREWS PER I —d VERTICAL STUD. SIMPSON 5/H25 / EACH J015T. T 5/8" GYP. BD. FRAMING SECTION Duo -z23 3 5/8" 20 GA. MTL. STUD ®16" O.G. (—REVIEWED FOR CODE COMPLIANCE a APB Val OCT 0 F 2U1 City of Tukwila BUILDING DIVISION! C '�C ■ f `�\ C E C C 'f'9 in �_ i 1 __-/ C C C / A102 MALL DECK. CONT. 3 5/8" 20 GA. MTL. STUD ATTACHED TO DECK ABOVE. 5/8' GYP. BD. FRAMING SECTION 3 5/8" 20 GA. MTL. STUD. 3625162 -33 W/ 5/8" GYP. BD. O 3 5/8' 20 6A. MTL. STUD 16" O.G. TYP. 5TUD5 MAY SHIFT FOR LIGHT DESIGN. 3625162 -33 TRANSVERSE CROSS MEMBER. 3 5/8' 20 GA. MTL. STUD. 3625162 -33 FRAMING PLAN - SALES AREA DROPPED SOFFITS SCALE uz - ra tn 3 5/8" 20 6A. MTL. STUD KICKERS 0) 48" O.G. 3 5/8" 20 6A. MTL. STUD @ Ib" O.G. 5/8" GYP. BD. —5/8" 6YP. BD. (4) *10 SCREWS (1YP (4) *10 SCREWS (TYP.) 7--TRANSVERSE .1015T PER PLAN WITH 3 *10 SCREWS PER I —d VERTICAL STUD. SIMPSON 5/H25 / EACH J015T. T 5/8" GYP. BD. FRAMING SECTION Duo -z23 3 5/8" 20 GA. MTL. STUD ®16" O.G. (—REVIEWED FOR CODE COMPLIANCE a APB Val OCT 0 F 2U1 City of Tukwila BUILDING DIVISION! 0 I II v' 8 7 q -54 2 -11 „ 2 NESTED STUDS NESTED STUDS NESTED STUDS CENTERLINE OF— SEE DTL. GLASS DOORS I0/A400(TYP.) LINE OF SOFFIT ABOVE NESTED STUDS• SEE DTL. 10/A400 (TYP,) 11 �\ INE OF SOFFIT ABOVE ARDEN B NON- ILLUMINATer, 516N. SEE 5 /A50I — ARDEN B ILLUMINATED LINE OF SOFFIT SIGN ABOVE. SEE ABOVE 5/A501 FOR DETAILS ■.. DETAILS I I /8" x I I/8" CHANNEL AND SHIM, — U53 -605 'BRIGHT BRASS' CLEAR COATED, AT TOP MD BOTTOM OF GLAZING ONLY, TYP. 1/2" CLEAR T.6.G. TO SUBMIT FINISH SAMPLE TEMP GLASS TO P.M. FOR APPROVAL PRIOR TO INSTALLATION MALL NEUTRAL PIER NEW 5/4” SLACK REVEAL MALL NEUTRAL PIER NEW 3/4" BLACK REVEAL NESTED STUDS SEE DTL. 10 /A400 (TYP) LEASE LINE TILE BASE. TGG TO TO CORRECT SIZE. SEE 6 /A400 FOR DETAIL. I/2" CLEAR TEMP. GLASS ILE BASE. T6G TO GUT TO CORRECT SIZE. SEE 6/A400 FOR DETAIL. NESTE P STUD I' -711 <II / 4 2 I I / V I ENLARGED STOREFRONT PLAN eCALB 4Y -fa 8" FINISH SEAM NEW 'ARDEN B' SI6N BY TENANT SIGN VENDOR. SIGN■6E UNDER SEPERATE PERMIT. SEE 5 /A50I FOR DETAILS. 26-I" LEASE LINE V.I.F. 5' -44" ILE BASE. T6G TO TO CORRECT SIZE. SEE 6/A400 FOR DETAIL. I I /8" x I I /8" CHANNEL AND SHIM, U55 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF 6LAZIN6 ONLY, TYP. T.6.C. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION NEW 3/4" BLACK REVEAL FINISH SEAM BUTT JOINTED LEASE LINE (V.I.F.) I I /8" x I 1/8" CHANNEL AND SHIM, U55 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.6.C. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION D EXISTIN6 NEUTRAL PIER TILE BASE. T6G TO TO CORRECT SIZE. SEE 6 /A400 FOR DETAIL. I/8" x I I /8" CHANNEL AND SHIM, U55 -605 'BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF 6LAZIN6 ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION STOREFRONT ELEVA11ON SCALE uz -rc TILE BASE. T6G TO TO CORRECT SIZE. SEE 6 /A400 FOR DETAIL. I I /8' x I I /8" CHANNEL AND SHIM, U55 -605 "BRIGHT BRASS' CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.6.C. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION TILE BASE. T6G TO TO CORRECT SIZE. SEE 6/A400 FOR DETAIL. EXISTING NEUTRAL PIER FINISH KEY NOTES M 0 CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RDJNHT.1224 10 #D43 —6 'ALABASTER" O6" VINYL I/8" BASE JOHNSONITE COLOR: "50- WHITE" (500) 8qq -8411b OWNS (G) 0 6YP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MOIV (A LI ASIAN SAND #14152K -I8 BY WILSONART (FOR REFERENCE ONLY) O WILASTR 431-60 BY (FOR REFERENCE ONLY) L3 TSD L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLAND NEI6E #5411 FINISH: SATIN (FOR REFERENCE ONLY) M MI METAL POWDER COATING TO MATCH TIGER DRYLAC #30q/0560 PAINT AP) 0 BENJAMIN MOORE 'MUSLIN' #0G -I2 SEE FI01 FOR FINISH TYPE. 0 BENJAMIN MOORE SOFT CHAMOIS' #0C -13 SEE FIOI FOR FINISH TYPE. OBENJAMIN MOORE VOILE PINK' 112000 -70. SEE FIOI FOR FINISH TYPE. P4 BENJAMIN MOORE 'DISTANT GRAY' #0G-68 SEE FIOI FOR FINISH TYPE. OBENJAMIN MOORE 'CHANTILLY LACE" 4tOC -65. SEE FI01 FOR FINISH TYPE. )HALL GOVERIN66 (R) 10 N/A COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56154 BY GROWN O WALLCOVERIN6 REP: DINETTE LAMOUREX 514 - 551 -gIS5 R5COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56157 BY GROWN XI WALLCOVERIN6 REP: GINE i i L LAMOUREX 514 - 551 -gI35 COLLECTION: WALT DISNEY SIGNATURE #11D2g25 DIST. BY. YORK WALLCOVER. =MET) 0 CERAMIC TILE - 12 1%24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.11HT.I224 CONTACT: LUI6UI SALITURI 514 -545 -4254 MALL TILE - MATCH COLOR, PATTERN, AND GROUT TBV.G.T. FLOORING 12" X12' ARMSTRON6 COLOR: #51858 NAME:'SANDRIFT WHITE" T4 SHEET TILE TO MATCH Y.G.T. FI WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 WI WA WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0" X IO' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -141-1221 CUSTOM DECORATIVE PANEL BY CTA. SIZE: 4' -0" X 12-0" CUSTOM DECORATIVE PANEL COLOR: SNOWFLAKE #6202q TEXTURE: PK- CASHMERE BY: KYDEX THERMOPLASTIC SHEET PLEXI6LASS - AGRYLITE REFLECTIONS MIRROR COLOR: GOLD 44IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -23gI ACRYLIC PANEL COLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - 1/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMISRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866- 8T1 -1485 NOTE: TICS: ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC , pan IFrr CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. pQ NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURIN6 SIDDIN6 PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.6.G. TO CAULK AROUND ALL GASESOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. D [o- 223 REV EWE CODE C M L M C OCT Q (; 2'J iO City of` uhila BthL we D is m „Ng REV DATE DESCRIPTION „i NAME • • • • ,• • „ , , „ , • ,„” • REiGISTRATION SEAL: , TSOUTHCEN ER MALL DRAWN R • ,• • • PROJECT NO: 100840 G TERED -0 k..44 • „. BY: MR • • • • 'V/,w rq "7,13. • , ;W. S FR4ERIC .1 GO, - CH GEC: , P—t — CHECKED BY: JRB tr„' 2800 SOU11-ICENTER BLVD - , . . . :2,•5 11, '221; • ISSUE DATE: rti_ , SEATTLE,IWAI.98108 1 • 4 • ; • I. • "P • ARCHITECTURE • ET INEERING/ STORE PLANNING I • _ • s • sD A IL LAS if LAS' VIE S 11=, 08/03/10 .r•-. — • • • .. • S AII N LI 0 Ul I S • • SPACE *220 STORE 13424 1950 CMIG ROAD SUITE 306 a LOUIS' MO 63146 . STOREFRONT PLAN + ELEVATION • c 3 . • , • PH 314) 415-2490 FAx (314) 415-300 .• wwmrcv • c • ?: 8 corn • CONTRACTORS NOTES: L WRITTEN DIMENSIONS HOW PREFERENCE OVER SCALED DIMENSION. PS2 NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISGREPENCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR LODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.G.C. TO CAULK AROUND ALL CASEBOARD5, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. LANDLORD COMMENTS: • ANY ATTACHMENTS TO LANDLORD'S STRUCTURE SHALL BE FROM TOP CHORD OF JOIST. NO ATTACHMENT TO THE ROOF DECK 15 PERMITTED. KEYED NOTES NI LEASE LINE O EXISTING MALL BULKHEAD TO REMAIN O PANELS TO BE BUTT JOINTED. T.6.0. TO INSTALL PANEL, PATTERN TO BE LINED UP PROFESSIONALLY. EDGES SHOULD BE GLEAN GUT. L ffrIN6 NOTES di LI TRACK LIGHTING O RECESSED DOWN LIGHT CONSTRUCTION MOTES (G) g IAN TYPE 'X GYP. BD. (ONLY USED IN STOREFRONT G2 5/8" MDF 0 3 5/8" 20 GAUGE MTL. STUDS ® I6" O.G. ® (2) 8" GSJ 12 GAUGE JOISTS. SEE 10 /A400. G5 SECURE TO STRUCTURE ABOVE @ 1/2" CLEAR TEMPERED GLASS 0 I I /8" x I I/8" CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION CONSTRUCTION NOTES (G) MIMED G8 3/4" BLACK REVEAL 2' -0" X 4' -0" WHITE GRID SECURED TO BLOCKING ABOVE GRID 15 SUPPLIED BY TENANT 4 INSTALLED BY T.G.G. ATTACH GRID TO WOOD BLOCKING ABOVE W/ (4) CEILING CLAMPS AT EACH CORNER T.6.G. 15 TO GUT THE GRIDS OUT AT LIGHTS TO PROVIDE ACCESS TO CHANGE LAMPS. • 16 GA. HANGER WIRE ®4' -0" O.G. "ARDEN B" ENTRANCE SIGN. SEE 5/A50I FOR DETAILS • I I /2" 20 GA. MTL. CHANNEL ® 4' -0" O.G. • LAMINATED TO 1/2" SUBSTRATE ®I 5/8" TYPE 'X' GYP. BD. 15 GLASS DOORS 16 i/8 MTh. FURRING CHANNEL ® 16" O.G. TIED TO MAIN CHANNEL O. NOT USED BLOCKING AS REQUIRED TO SUPPORT APPLICABLE LOAD. I8 SE! SHOP DRAWINGS FOR SPEGIFIGATIONS. 4 Z -TYPE ANGLE CLIP, FINISH TO MATCH Erdal 0 CERAMIC TILE BASE 12 X 24' BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.1224 0 4" BASE #P451 -60 "ALABASTER" 55 S" VINYL I/8" BASE JOHNSONITE DOLOR: "50- WHITE' (800) Mg-MI6 MUMS (G) 0 GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MIli128CA @ASIAN SAND #7452K -18 BY WILSONART (FOR REFERENCE ONLY) OALABASTER #D43I -60 BY WILSONART (FOR REFERENCE ONLY) L3 TBD 0 MELAMINE PANEL. BY: PANOLAM INDUSTRIES SLANG NEIGE #5417 FINISH: SATIN (FOR REFERENCE ONLY) FINISH KEY NOTES 0 METAL POWDER COATING TO MATCH TIGER DRYLAG #50q /40560 PAINT Ip) 0 BENJAMIN MOORE 'MUSLIN' #OG -12 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' #0C-I5 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -7O. SEE FIOI FOR FINISH TYPE. 8 BENJAMIN MOORE 'DISTANT GRAY' #OG-68 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" #OG -65. SEE FI01 FOR FINISH TYPE. WM.I. cCy IN66 tlii 10 WA NOTE: DOUBLE STICK TAPE, SQUEEZE ON GLUE, OR GLOB MASTICS ARE NOT PERMITTED. ONLY ROLL ON LAMINATING GLUE 15 ALLOWED AND MUST PROVIDE A CONSISTENT ADHERENCE TO THE SUBSTRATE; LEAVING NO OIL CANNING EFFECTS OR DENTING. NOTE: ALL NEW CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. RCOLLECTION: ANTONIA VELLA COLOR. BELLA ROSE #L56I54 BY GROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 514 - 551 -4135 OCOLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I51 BY GROWN WALLGOVERINN REP: 6INETTE LAMOUREX 5I4- 351 -4I55 O SIGNATURE #11122425 COLLECTION: WALT DISNEY DIST. BY. YORK WALLGOVER. amain n TI CERAMIC TILE - 12'X24" BY: OLYMPIA 'ROSEDALE WHITE" #OD.RD.NWT.1224 T2 MALL TILE - MATCH DOLOR, PATTERN, AND GROUT OY.G.T. FLOORING 12" X12' ARMSTRONG DOLOR: #51858 NAME:'SANDRIFT WHITE" 0 SHEET TILE TO MATCH V.G.T. mittiarga4 FI WA @ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK' 4t2000 -10 WA WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0' X IO' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -141 -1221 OCUSTOM DECORATIVE PANEL BY GTA. SIZE: 4' -0' X I2'-O" O XI REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -2541 OACRYLIC PANEL DOLOR: OPAL OPLEXI6LAS5 PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMISRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 -811 -1485 NOTE: TI ICSL ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC Mr, IFrT ENTRY DOORS STOREFRONT SECTION SCALE= 9/4' .1V STOREFRONT SECTION SCALE f -TV bio zz3 LEASE LINE EXISTING NEUTRAL PIER - N!W 3/4' BLACK REVEAL 3 5/8" 20 GA. METAL STUDS AT 16" D.G. 0 BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 3 5/8" 20 6A. METAL STUDS AT 16" O.G. WITH 5// "" TYPE 'X' GYP. BD., FINISHED p4 BASE BELOW - SEE DETAIL /4 5/A400 FOR MORE INFORMATION. Z -TYPE ANGLE GL FINISH TO MATCH TYP. OF ALL U LAMINATED WITH I/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF BLOCKING AS REQUIRED BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF LAMINATED WITH I/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF NESTED STUDS - SEE DETAIL I D /A400 FOR MORE INrORMATION. CENTERLINE OF GLAZING 3 5/8" 20 GA. METAL STUDS AT 16" O.G. O LAMINATED WITH I/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. ARDEN B NON- ILLUMINATED SIGN. SEE A50I FOR DETAILS 6" 20 GA. METAL STUDS AT 16" O.G. I/2' THICK, FIELD ADHERED TO 5/8' MDF NESTED STUDS - SEE DETAIL IO /A400 FOR MORE INFORMATION. O ;r STOREFRONT DETAIL SCALE r - 1-0' 5 5/8" 20 GA. METAL STUDS AT 16' D.G. WITH 1/2" MDF, FINISHED O CLEAR SILICONE CAULK A O NOTE: INTERIOR APPLICATIO : SHALL BE 4" BASE B2 BASE DETAIL SCALE s O LAMINATED WITH I /2 1- 5UBSTRATE, FIELD ADHERED TO 5/8" MDF 4 362TI50 -43 TRACK W/ HILTI X DNI SHOT PINS AT 8" O.G., STAGGER SIDES TILE BASE. T6C TO TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. 3 5/8" 20 6A. METAL STUDS AT 16" O.G. WITH 5/8" TYPE(' GYP. BD., FINISHED P4 3 5/5" 20 GA. METAL STUDS AT 16' O.G. Z- TYPE AI E CLIP, FINISH TO MATCH ,g LE OF ALL CORNERS O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF NESTED STUDS - SEE— DETAIL IO /A400 FOR MORE INFORMATION. L -TYPE ►ALE CLIP, FINISH TO MATCH TYP. OF ALL CORNER DETAIL SCALE 6' - TILE SASE. T6C TO TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. I' -b" 4 BASE BELOW - SEE DETAIL �� re. / 5/A400 FOR MORE INFORMATION. 5 5/8" 20 GA. METAL STUDS AT 16' D.G. WITH Z1,!'ITYPE 'X' GYP. BD., FINISHED CENTERLINE OF GLAZING BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 3 5/8' 20 GA. METAL STUDS AT 16" O.G. O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF CENTERLINE OF GLAZING 3 5/8" 20 GA. METAL STUDS AT 16" O.G. WITH 5/" TYPE 'X' GYP. BD., FINISHED(pJ4 L -TYPE All6LE CLIP, FINISH TO MATCH I I/8" x I I/8" CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION STOREFRONT DETAIL SCALE 1' - 1-0' 52 11 I /2" CLEAR TEMPERED GLASS I I/8" x I I /8" CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION BLOCKING AS REQUIRED 3 5/S" 20 GA. METAL STUDS AT I6" . WITH 6" TILE BASE BI APPLIED OVER /2' MDF, J BASE DETAIL SCALE 6' - 1-0' TILE BASE. T6C TO TO CORRECT SIZE. SEE 6/14400 FOR DETAIL. NOTE: ALL MEMBERS SHALL BE WITHOUT "PUNCHOUTS." 8" TALL BOX HEADER (2) 326TI62 -4111 AND (2) 8005162 -611 FASTENED W/ #IO SCREWS ® 12" O.G. TOP, BOTTOM AND SIDES. 362TI25 -45 5625162 -45 362TI25 -43 BASEPLATE FASTENED TO CONCRETE WITH (4) HILTI XZF 22P8T14 FASTENERS. NOTE: ALL LIGHTWEIGHT STRUCTURAL FRAMING COMPONENTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS, AND BE MANUFACTURED BY UNIMAST INCORPORATED (OR EQUAL). HEADER + COLUMN DETAILS SCALE r-r-o BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 3 5/8" 20 GA. METAL STUDS AT 16' O.G. WITH 5//"" TYPE 'X' GYP. BD., FINISHED pU4 In In A In z NESTED STUDS - SEE DETAIL 10 /A400 FOR MORE INFORMATION. 0 BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 6" 20 6A. METAL STUDS AT 16" O.G. O 1/2" THICK, FIELD ADHERED TO 5/8" MDF L -TYPE A LE CLIP, FINISH TO MATCH yy2 11/8" x I I/8" CHANNEL AND SHIM, US3 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMI FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION CENTERLINE OF GLAZING O LAMINATED WITH I /2" SUBSTRATE, FIELD ADHERED TO 5/8' MDF NESTED STUDS - SEE DETAIL I D /A400 FOR MORE INFORMATION. LEASE LINE EXISTING NEUTRAL PIER NEW 3/4" BLACK REVEAL 3 5/8" 20 GA. METAL STUDS AT 16" D.G. BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 51M. HOLD LAMINATED WITH I /2° SUBSTRATE, FIELD ADHERED TO SIM. 5/8' MDF 6" 20 GA. METAL STUDS AT 16" O.G. STOREFRONT DETAIL SCALE 43 8 J r ease DETAIL SCALE: 6' - 1-0' NOTE: DOUBLE STICK TAPE, SQUEEZE ON GLUE, OR GLOB MASTICS ARE NOT PERMITTED. ONLY ROLL ON LAMINATING GLUE 15 ALLOWED AND MUST PROVIDE A CONSISTENT ADHERENCE TO THE SUBSTRATE; LEAVING NO OIL CANNING EFFECTS OR DENTING. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. 22 NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING, BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A501, A600 4605 ARE GENERAL. AND MAY OR MAY NOT BE STORE SPECIFIC. 5. T.60. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. 1/2" CLEAR TEMPERED GLASS I I/8" x I I /8' CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION BLOCKING AS REQUIRED 2 I /2' 20 6A. MTL. STUD W/ HILTI X DNI SHOT PINS AT 8' O.G., STAGGER SIDES CERAMIC TILE APPLIED TO I/ BI BACKERSOARD LEASE LINE 5/4" BLACK REVEAL 3 5/8" MTL. STUDS AT 16" O.G. (2) 5" CSJ 12 GAUGE JOISTS. SEE 10/A400 FOR MORE INFORMATION. Q O O LAMINATED WITH I/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF Z -TYPE AN6 TO MATCH ALL �E EDGE DETAIL raL kk 6 SIM. CLIP, FINISH , TYP. OF O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF I I /8" x 1 1/5" CHANNEL AND SHIM, US3 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION TILE BASE. T6G TO TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF I/2" THICK, FIELD TO 5/8' MDF Z -TYPE LE CLIP, FINISH TO MATCH W3 TYP. OF ALL CORN! NU-. CORNER DETAIL SCALE: e - 1-0' 223 FINISH KEY NOTES Earifig 0 CERAMIC TILE BASE 12' X 24" BY OLYMPIA 'ROSEDALE WHITE" # OD.RD.WHT.1224 0 #D451-60 "ALABASTER' ( 6" VINYL 1/8" BASE JOHNSONITE COLOR: 50- WHITE" (500) em-MI6 CEILING (G? 0 GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIDI. qL 10 (A 1 0 ASIAN SAND #1g52K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D451 -60 BY WILSONART (FOR REFERENCE ONLY) OTBD L4 MELAMINE PANEL BY PANOLAM INDUSTRIES BLANC NEI6! #5417 FINISH: SATIN FOR REFERENCE ONLY) I4 MIA- POWDER COATING TO MATCH TIGER DRYLAC #30q/g0560 PAINT P) pl BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' #OC -I5 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -'1O. SEE FIDI FOR FINISH TYPE. 8 BENJAMIN MOORE 'DISTANT GRAY' #OG-68 SEE FIDI FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" #O0-65. SEE FI01 FOR FINISH TYPE. WALL G011HQIN66 Ai) RI N/A COLLECTION: ANTONIA VILLA COLOR: BELLA ROSE #L56I34 BY CROWN YAW-COVERING REP: 6INETTE LAMOUREX 5I4 -55I -41155 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I51 BY CROWN WALLCOVERIN6 REP: GINE I I t LAMOUREX 5I4 -55I -41155 COLLECTION: WALT DISNEY SIGNATURE #1102125 DIST. BY. YORK WALLCOVER. LOCRJNff m 0 CERAMIC TILE - 12"X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.1224 OMALL TILE - MATCH COLOR, PATTERN, AND GROUT TBV.G.T. FLOORING 12" X12' ARMSTRONG COLOR: #5I858 NAME:'SANDRIFT WHITE" 0 SHEET TILE TO MATCH V.G.T. FI N/A F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE "VOILE PINK" #2000 -10 WA OWOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0' X IO' -O" BY: MAGO MILLWORK ATTN: DOMENIC MA 514- 741-1221 OCUSTOM DECORATIVE PA BY CTA. SIZE: 4' -0' X 12' -0' REFLECTIONS MIRROR COLOR: GOLD #10045 BY EVONIK GYRO DIST. BY DENNY THERRIEN 4105- 685 -2581 OACRYLIC PANEL COLOR: OPAL PLEXIGLA55 PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY K. ALEXANDRE MARTIN -MAYER 866 - 877 -I415 CODE COW P UA C :. OCT 0 t' City of Tukwila BUILDING nrkilPr'' NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC. PR/1 IF(T ! - 3 , •2 „ r 2 „• ! 2 ; 2 • , i: f 2 ,, • • „, : , 22 :2 :2 ,, : „ , :: f , 2 1 1 :: 1 `,••••222:7:410222, . 1 i: 2: 1 1 „ REV 1 DATE DESCRIPTION INANE € , 3 € , i € . ,, 3 , ; , i , z 3 , , , € :. ,• , 1 • „. € € i ,. , , 1 € € , „ €' 3, , € 1 • i , , , € € i € € 2 ...APO:VW' :: 7 2 ' ' 2 2 2" i Z' i 2 : : : $ . ,,,,..$ 2 $ R8GISITIA: RTEGJOINs :EAR: , : 2 . , , . 2 i , , '; i , , *.• ,. , 710, --,,, '4,-.;i0 :: 2 ‘ • k k $ PROJECT NO: 100840 ii i -0 * € SOUI FiC : NTER mALL : , , , •: : , , , : ,: 1 , 1 , , . ,• ., . , , , , , , , . ,• • : , ., , „ „ :. , , _, , . . • , , • „.„5... . ......„......„.. . „.„.„.„.„.„,„.„.„_.„,......... 1 i 1 I 3 * ,3 , : .• .• ,z 1 ! * %3 :.;.• € i 1 :: ,. . ,,,,,,,,, , wo, „„:„ „, > DRAWN BY: AAR . , i € : . , 2‘' $ '40, ''.,‘ h'V.4 -.e ....: ,- : '.• . ::: 3, ",..',:,/,:..V 2: :2 • • ' 1 1 OM" -'-'1V.0 r"""" ' I: , ..• ," :: MN CHECKED BY: JRB , t.,,.,_„„„„ .... i -1 rir--------17— 2800 SOUtlidEWER 1131-VD co :•• < • . , € • € . , : € , ., 1 , : t , * , , , mi, , € * - , , . , : . , , , • € ;„ - - „:„„:„. t., . : . - k: ID ! ! : , , , ,„,„,t„,„„::::* fre;*.:- ...,' ."?..„47 ..:-.1 , .. `,. •':-':' 1 ! , ?. , :i ' -- ' :ari" %#.0$ Z : , s : 1 112 $ $ $ 2 2 j• 0 ' 1 m .:-.,--z ,,...,-, ., ,„, ,, ...„_,___„„„_„_„„_„t._t.=_i,„,.„,.,_...,:.„,__„_._..,_,__,t,., „„., sEATIE, iwA.198e , ISSUE DATE: :. € o *-.0 . € 1* 1 , : € 1 3 , 3. , € * , . 3- , , , , € € • • , - € € , 1 .1 •€ , - , i . 1 , , - In 3 , k , : s :, 2 , 2 . I IN C 0 IR :2P ,0A1,AIT,E , D : ,. i , , , • 1111H ---..- •"------; --t• . 5: 1 , „ i,. :.: ! 1 1 1 i 1 1 1 1 i 1 1 1 1 ARclirrEaruREI ill 1 EmpINEE:RING 1. i STORE PLANNING I t 1 1 ! INGTO N, . , . ., , . . 2 :: i :: ,..- , :: , ; ..., : 2: , . ,,,,, • . - 3 ; , .. 3 ., . ' ' : ' S A.1 N 12 0 U, I S j ,D A I L A S , 0 08/03/10 , , . .... SPAC #229 , T SIORE !3424 , 5 , , , , : , -, k :i k 2 1 3 1 3 3 : , . : 3 3 3 3 3 3 . 3 , 3 2 3 3 . 3 3 2 3 3 3 3 2 2 , 23 3 3 3 3 3 3 3 3 3 3 3 3 3 . , 3 : 2 . 2 2 3 , 3 3 , , 3 , 3 , : § 3 3 3 3 .' ' !, i ,. ' 3' ' ' , ' 3 ' 3 - 31950 CRAIG R AD SUITE 300 € % ST LOWS MO 63146 _ „„..... STOREFRONT DETAILS .5----, : , 5. , ,, , ,,— „ ,, —, ,, "".„— s; , , "§ : , , , , .... ., , , : , k E , i 2.1 ..2 3 1 2 2 : : ,2 1 $ 2 2 :$ $ .7 i •• PH. K314) 415-2400 1 FAX (-14) 415-b001. .. 3 1 ww*.arcv4corn , ..-: 2 : i 11 ,I CENTERLINE OF GLAZING BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 3 5/8' 20 GA. METAL STUDS AT 16" O.G. O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF CENTERLINE OF GLAZING 3 5/8" 20 GA. METAL STUDS AT 16" O.G. WITH 5/" TYPE 'X' GYP. BD., FINISHED(pJ4 L -TYPE All6LE CLIP, FINISH TO MATCH I I/8" x I I/8" CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION STOREFRONT DETAIL SCALE 1' - 1-0' 52 11 I /2" CLEAR TEMPERED GLASS I I/8" x I I /8" CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION BLOCKING AS REQUIRED 3 5/S" 20 GA. METAL STUDS AT I6" . WITH 6" TILE BASE BI APPLIED OVER /2' MDF, J BASE DETAIL SCALE 6' - 1-0' TILE BASE. T6C TO TO CORRECT SIZE. SEE 6/14400 FOR DETAIL. NOTE: ALL MEMBERS SHALL BE WITHOUT "PUNCHOUTS." 8" TALL BOX HEADER (2) 326TI62 -4111 AND (2) 8005162 -611 FASTENED W/ #IO SCREWS ® 12" O.G. TOP, BOTTOM AND SIDES. 362TI25 -45 5625162 -45 362TI25 -43 BASEPLATE FASTENED TO CONCRETE WITH (4) HILTI XZF 22P8T14 FASTENERS. NOTE: ALL LIGHTWEIGHT STRUCTURAL FRAMING COMPONENTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS, AND BE MANUFACTURED BY UNIMAST INCORPORATED (OR EQUAL). HEADER + COLUMN DETAILS SCALE r-r-o BI BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 3 5/8" 20 GA. METAL STUDS AT 16' O.G. WITH 5//"" TYPE 'X' GYP. BD., FINISHED pU4 In In A In z NESTED STUDS - SEE DETAIL 10 /A400 FOR MORE INFORMATION. 0 BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 6" 20 6A. METAL STUDS AT 16" O.G. O 1/2" THICK, FIELD ADHERED TO 5/8" MDF L -TYPE A LE CLIP, FINISH TO MATCH yy2 11/8" x I I/8" CHANNEL AND SHIM, US3 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMI FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION CENTERLINE OF GLAZING O LAMINATED WITH I /2" SUBSTRATE, FIELD ADHERED TO 5/8' MDF NESTED STUDS - SEE DETAIL I D /A400 FOR MORE INFORMATION. LEASE LINE EXISTING NEUTRAL PIER NEW 3/4" BLACK REVEAL 3 5/8" 20 GA. METAL STUDS AT 16" D.G. BASE BELOW - SEE DETAIL 5/A400 FOR MORE INFORMATION. 51M. HOLD LAMINATED WITH I /2° SUBSTRATE, FIELD ADHERED TO SIM. 5/8' MDF 6" 20 GA. METAL STUDS AT 16" O.G. STOREFRONT DETAIL SCALE 43 8 J r ease DETAIL SCALE: 6' - 1-0' NOTE: DOUBLE STICK TAPE, SQUEEZE ON GLUE, OR GLOB MASTICS ARE NOT PERMITTED. ONLY ROLL ON LAMINATING GLUE 15 ALLOWED AND MUST PROVIDE A CONSISTENT ADHERENCE TO THE SUBSTRATE; LEAVING NO OIL CANNING EFFECTS OR DENTING. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. 22 NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING, BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A501, A600 4605 ARE GENERAL. AND MAY OR MAY NOT BE STORE SPECIFIC. 5. T.60. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. 1/2" CLEAR TEMPERED GLASS I I/8" x I I /8' CHANNEL AND SHIM, U53 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION BLOCKING AS REQUIRED 2 I /2' 20 6A. MTL. STUD W/ HILTI X DNI SHOT PINS AT 8' O.G., STAGGER SIDES CERAMIC TILE APPLIED TO I/ BI BACKERSOARD LEASE LINE 5/4" BLACK REVEAL 3 5/8" MTL. STUDS AT 16" O.G. (2) 5" CSJ 12 GAUGE JOISTS. SEE 10/A400 FOR MORE INFORMATION. Q O O LAMINATED WITH I/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF Z -TYPE AN6 TO MATCH ALL �E EDGE DETAIL raL kk 6 SIM. CLIP, FINISH , TYP. OF O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF I I /8" x 1 1/5" CHANNEL AND SHIM, US3 -605 "BRIGHT BRASS" CLEAR COATED, AT TOP AND BOTTOM OF GLAZING ONLY, TYP. T.G.G. TO SUBMIT FINISH SAMPLE TO P.M. FOR APPROVAL PRIOR TO INSTALLATION TILE BASE. T6G TO TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. O LAMINATED WITH 1/2" SUBSTRATE, FIELD ADHERED TO 5/8" MDF I/2" THICK, FIELD TO 5/8' MDF Z -TYPE LE CLIP, FINISH TO MATCH W3 TYP. OF ALL CORN! NU-. CORNER DETAIL SCALE: e - 1-0' 223 FINISH KEY NOTES Earifig 0 CERAMIC TILE BASE 12' X 24" BY OLYMPIA 'ROSEDALE WHITE" # OD.RD.WHT.1224 0 #D451-60 "ALABASTER' ( 6" VINYL 1/8" BASE JOHNSONITE COLOR: 50- WHITE" (500) em-MI6 CEILING (G? 0 GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIDI. qL 10 (A 1 0 ASIAN SAND #1g52K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D451 -60 BY WILSONART (FOR REFERENCE ONLY) OTBD L4 MELAMINE PANEL BY PANOLAM INDUSTRIES BLANC NEI6! #5417 FINISH: SATIN FOR REFERENCE ONLY) I4 MIA- POWDER COATING TO MATCH TIGER DRYLAC #30q/g0560 PAINT P) pl BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' #OC -I5 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' #2000 -'1O. SEE FIDI FOR FINISH TYPE. 8 BENJAMIN MOORE 'DISTANT GRAY' #OG-68 SEE FIDI FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" #O0-65. SEE FI01 FOR FINISH TYPE. WALL G011HQIN66 Ai) RI N/A COLLECTION: ANTONIA VILLA COLOR: BELLA ROSE #L56I34 BY CROWN YAW-COVERING REP: 6INETTE LAMOUREX 5I4 -55I -41155 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I51 BY CROWN WALLCOVERIN6 REP: GINE I I t LAMOUREX 5I4 -55I -41155 COLLECTION: WALT DISNEY SIGNATURE #1102125 DIST. BY. YORK WALLCOVER. LOCRJNff m 0 CERAMIC TILE - 12"X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.1224 OMALL TILE - MATCH COLOR, PATTERN, AND GROUT TBV.G.T. FLOORING 12" X12' ARMSTRONG COLOR: #5I858 NAME:'SANDRIFT WHITE" 0 SHEET TILE TO MATCH V.G.T. FI N/A F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE "VOILE PINK" #2000 -10 WA OWOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0' X IO' -O" BY: MAGO MILLWORK ATTN: DOMENIC MA 514- 741-1221 OCUSTOM DECORATIVE PA BY CTA. SIZE: 4' -0' X 12' -0' REFLECTIONS MIRROR COLOR: GOLD #10045 BY EVONIK GYRO DIST. BY DENNY THERRIEN 4105- 685 -2581 OACRYLIC PANEL COLOR: OPAL PLEXIGLA55 PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY K. ALEXANDRE MARTIN -MAYER 866 - 877 -I415 CODE COW P UA C :. OCT 0 t' City of Tukwila BUILDING nrkilPr'' NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC. PR/1 IF(T ! - 3 , •2 „ r 2 „• ! 2 ; 2 • , i: f 2 ,, • • „, : , 22 :2 :2 ,, : „ , :: f , 2 1 1 :: 1 `,••••222:7:410222, . 1 i: 2: 1 1 „ REV 1 DATE DESCRIPTION INANE € , 3 € , i € . ,, 3 , ; , i , z 3 , , , € :. ,• , 1 • „. € € i ,. , , 1 € € , „ €' 3, , € 1 • i , , , € € i € € 2 ...APO:VW' :: 7 2 ' ' 2 2 2" i Z' i 2 : : : $ . ,,,,..$ 2 $ R8GISITIA: RTEGJOINs :EAR: , : 2 . , , . 2 i , , '; i , , *.• ,. , 710, --,,, '4,-.;i0 :: 2 ‘ • k k $ PROJECT NO: 100840 ii i -0 * € SOUI FiC : NTER mALL : , , , •: : , , , : ,: 1 , 1 , , . ,• ., . , , , , , , , . ,• • : , ., , „ „ :. , , _, , . . • , , • „.„5... . ......„......„.. . „.„.„.„.„.„,„.„.„_.„,......... 1 i 1 I 3 * ,3 , : .• .• ,z 1 ! * %3 :.;.• € i 1 :: ,. . ,,,,,,,,, , wo, „„:„ „, > DRAWN BY: AAR . , i € : . , 2‘' $ '40, ''.,‘ h'V.4 -.e ....: ,- : '.• . ::: 3, ",..',:,/,:..V 2: :2 • • ' 1 1 OM" -'-'1V.0 r"""" ' I: , ..• ," :: MN CHECKED BY: JRB , t.,,.,_„„„„ .... i -1 rir--------17— 2800 SOUtlidEWER 1131-VD co :•• < • . , € • € . , : € , ., 1 , : t , * , , , mi, , € * - , , . , : . , , , • € ;„ - - „:„„:„. t., . : . - k: ID ! ! : , , , ,„,„,t„,„„::::* fre;*.:- ...,' ."?..„47 ..:-.1 , .. `,. •':-':' 1 ! , ?. , :i ' -- ' :ari" %#.0$ Z : , s : 1 112 $ $ $ 2 2 j• 0 ' 1 m .:-.,--z ,,...,-, ., ,„, ,, ...„_,___„„„_„_„„_„t._t.=_i,„,.„,.,_...,:.„,__„_._..,_,__,t,., „„., sEATIE, iwA.198e , ISSUE DATE: :. € o *-.0 . € 1* 1 , : € 1 3 , 3. , € * , . 3- , , , , € € • • , - € € , 1 .1 •€ , - , i . 1 , , - In 3 , k , : s :, 2 , 2 . I IN C 0 IR :2P ,0A1,AIT,E , D : ,. i , , , • 1111H ---..- •"------; --t• . 5: 1 , „ i,. :.: ! 1 1 1 i 1 1 1 1 i 1 1 1 1 ARclirrEaruREI ill 1 EmpINEE:RING 1. i STORE PLANNING I t 1 1 ! INGTO N, . , . ., , . . 2 :: i :: ,..- , :: , ; ..., : 2: , . ,,,,, • . - 3 ; , .. 3 ., . ' ' : ' S A.1 N 12 0 U, I S j ,D A I L A S , 0 08/03/10 , , . .... SPAC #229 , T SIORE !3424 , 5 , , , , : , -, k :i k 2 1 3 1 3 3 : , . : 3 3 3 3 3 3 . 3 , 3 2 3 3 . 3 3 2 3 3 3 3 2 2 , 23 3 3 3 3 3 3 3 3 3 3 3 3 3 . , 3 : 2 . 2 2 3 , 3 3 , , 3 , 3 , : § 3 3 3 3 .' ' !, i ,. ' 3' ' ' , ' 3 ' 3 - 31950 CRAIG R AD SUITE 300 € % ST LOWS MO 63146 _ „„..... STOREFRONT DETAILS .5----, : , 5. , ,, , ,,— „ ,, —, ,, "".„— s; , , "§ : , , , , .... ., , , : , k E , i 2.1 ..2 3 1 2 2 : : ,2 1 $ 2 2 :$ $ .7 i •• PH. K314) 415-2400 1 FAX (-14) 415-b001. .. 3 1 ww*.arcv4corn , ..-: 2 : TILE BASE. T6C TO - GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. INTERIOR ELEVATION SCALE Yf - M 0 0 43), TILE BASE. T6C TO CUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. 0 PREFINISHED PANELS. T.6.C. TO CONFIRM PATTERN W/ ARDEN B PROJECT MANAGER. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. PREFABRICATED FIXTURE CABINET INTERIOR ELEVATION SCALE 1/4' - 1-0' PREFINISHED PANELS. T.6.C. TO CONFIRM PATTERN W/ ARDEN B PROJECT MANAGER SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. FINISH KEY NOTES BASE S 0 CERAMIC TILE BASE 12' X 24' BY OLYMPIA ""ROSEDALE WHITE" * OD.RD.WNT.1224 0 II B2 *D43 -60 "ALABASTER" B3 6" VINYL I /8" BASE JOHNSONITE COLOR: "50 -WHITE (800) 844 -8MI6 MILKS (G) GI GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MILLWORK I'll 63, ASIAN SAND *7452K -I8 BY WILSONART (FOR REFERENCE ONLY) OALABASTER *D43I -60 BY WILSONART (FOR REFERENCE ONLY) OTBD L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEI6E *5411 FINISH: SATIN (FOR REFERENCE ONLY) iterhat MI METAL POWDER COATING TO MATCH TI6ER DRYLAG *304/40560 PAINT 1pJ 0 BENJAMIN MOORE 'MUSLIN' *OG -12 SEE FIOI FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' *OCR -13 SEE FIOI FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' *2000 -10. SEE FI01 FOR FINISH TYPE. P4 BENJAMIN MOORE 'DISTANT GRAY' *0G-68 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" *OG -65. SEE FI01 FOR FINISH TYPE. WALL gagni6fi 1k) RI N/A COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE *L56I34 BY GROWN WALLCOVERIN6 REP: 6INETTE LAMOUREX 514 -55I -4135 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE *L56I57 BY CROWN WALLGOVERING REP: 6INETTE LAMOUREX 514-551- 4155 COLLECTION: WALT DISNEY SIGNATURE *WD2425 DIST. BY. YORK WALLCOVER. flGORIN6 en TI CERAMIC TILE - 12 "X24' BY: OLYMPIA 'ROSEDALE WHITE' *OD.RD.WHT.I224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT V.G.T. FLOORING 12' XI2" ARMSTRONG COLOR: *5I858 NAME: "SANDRIFT WHITE" SKEET TILE TO MATCH V•C.T• bI LLMIO (DNA 0 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" *2000 -70 WA W0017 VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X IO'-O" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -'741 -1221 OCUSTOM DECORATIVE PANEL BY GTA. SIZE: 4'-0" X I2' -0" O XI REFLECTIONS MIRROR COLOR: GOLD *IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 405- 685 -2341 OACRYLIC PANEL COLOR: OPAL OPLEXIGLASS PANEL DOUBLE SIDED - 1/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 -8'rl -1445 NOTE: TI CSC ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC Piz() FtT SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. PANELS TO BE BUTT . T.6.0. TO INSTALL PANEL, PATTERN TO BE LINED UP PROFESSIONALLY. ED6E5 SHOULD BE GLEAN CUT. • 21' -04" RECESSED STANDARDS - SEE MOO INTERIOR ELEVATION SCALE: 1/4' • r< SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. 13' -04" _ RECESSED STANDARDS - SEE MOO 12' -II" PREFABRICATED FIXTURE CABINET 4 % o I w © o -\ ■ ( I C a \ / \ / \ / \ / OPEN TO 5ALE6\AREA / \ / \ / \ \I o ". �'S�.: 1 %'14.,1 �0 /,1 . 4.- +�^ 1 o \ o ' o o OPEN \\ o \s T g � 1 / 2 -6 _ 2I' -03.. 4 17' -03 / 4 OPEN TO MALL o COMMCN AREA I - \N \ \\ I I I I I TILE BASE. T6C TO - GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. INTERIOR ELEVATION SCALE Yf - M 0 0 43), TILE BASE. T6C TO CUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. 0 PREFINISHED PANELS. T.6.C. TO CONFIRM PATTERN W/ ARDEN B PROJECT MANAGER. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. PREFABRICATED FIXTURE CABINET INTERIOR ELEVATION SCALE 1/4' - 1-0' PREFINISHED PANELS. T.6.C. TO CONFIRM PATTERN W/ ARDEN B PROJECT MANAGER SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. FINISH KEY NOTES BASE S 0 CERAMIC TILE BASE 12' X 24' BY OLYMPIA ""ROSEDALE WHITE" * OD.RD.WNT.1224 0 II B2 *D43 -60 "ALABASTER" B3 6" VINYL I /8" BASE JOHNSONITE COLOR: "50 -WHITE (800) 844 -8MI6 MILKS (G) GI GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MILLWORK I'll 63, ASIAN SAND *7452K -I8 BY WILSONART (FOR REFERENCE ONLY) OALABASTER *D43I -60 BY WILSONART (FOR REFERENCE ONLY) OTBD L4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEI6E *5411 FINISH: SATIN (FOR REFERENCE ONLY) iterhat MI METAL POWDER COATING TO MATCH TI6ER DRYLAG *304/40560 PAINT 1pJ 0 BENJAMIN MOORE 'MUSLIN' *OG -12 SEE FIOI FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' *OCR -13 SEE FIOI FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' *2000 -10. SEE FI01 FOR FINISH TYPE. P4 BENJAMIN MOORE 'DISTANT GRAY' *0G-68 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE" *OG -65. SEE FI01 FOR FINISH TYPE. WALL gagni6fi 1k) RI N/A COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE *L56I34 BY GROWN WALLCOVERIN6 REP: 6INETTE LAMOUREX 514 -55I -4135 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE *L56I57 BY CROWN WALLGOVERING REP: 6INETTE LAMOUREX 514-551- 4155 COLLECTION: WALT DISNEY SIGNATURE *WD2425 DIST. BY. YORK WALLCOVER. flGORIN6 en TI CERAMIC TILE - 12 "X24' BY: OLYMPIA 'ROSEDALE WHITE' *OD.RD.WHT.I224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT V.G.T. FLOORING 12' XI2" ARMSTRONG COLOR: *5I858 NAME: "SANDRIFT WHITE" SKEET TILE TO MATCH V•C.T• bI LLMIO (DNA 0 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" *2000 -70 WA W0017 VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X IO'-O" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -'741 -1221 OCUSTOM DECORATIVE PANEL BY GTA. SIZE: 4'-0" X I2' -0" O XI REFLECTIONS MIRROR COLOR: GOLD *IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 405- 685 -2341 OACRYLIC PANEL COLOR: OPAL OPLEXIGLASS PANEL DOUBLE SIDED - 1/8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 -8'rl -1445 NOTE: TI CSC ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC Piz() FtT SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. PANELS TO BE BUTT . T.6.0. TO INSTALL PANEL, PATTERN TO BE LINED UP PROFESSIONALLY. ED6E5 SHOULD BE GLEAN CUT. • 21' -04" RECESSED STANDARDS - SEE MOO INTERIOR ELEVATION SCALE: 1/4' • r< SALES AREA MIRROR - SEE DETAIL 6 /A60I FOR MORE INFORMATION. 13' -04" _ RECESSED STANDARDS - SEE MOO 12' -II" PREFABRICATED FIXTURE CABINET V/ TILE BASE. T6C TO GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. RECESSED STANDARDS - SEE MOO INTERIOR ELEVATION SCALE yr - to 0 u- z v am 0 2 4'-0" X 8' -0" MIRROR SEE DETAIL 113/A603 1 / / TO • MALL \ ORRIDOR \` -r, FflflNG ROOM ELEVATION SCALE ve - w E w ED RECESSED STANDARDS - SEE A60 INIM RECESSED STANDARDS - SEE MOO BAGKWRAP 4' -I2" 4 SALES AREA MIRROR - SEE DETAIL 6 /A601 FOR MORE INFORMATION. 2I' -04" RECESSED STANDARDS - SEE A600 CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY 10ISCREPENCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.6.C. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. 0 TILE BASE. T6C TO GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. 1'11 BOTTOM OF 0 I 1 I III I I BACKWRAP WALL - SEE 5/A602 4 % o I w © o o ■ ( I ti o a \ / \ / \ / \ / OPEN TO 5ALE6\AREA / \ / \ / \ \I o ". �'S�.: 1 %'14.,1 �0 /,1 . 4.- +�^ 1 o w o w o o OPEN p....--1/ o . g � 1 / 2 -6 _ 2I' -03.. 4 17' -03 / 4 V/ TILE BASE. T6C TO GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. RECESSED STANDARDS - SEE MOO INTERIOR ELEVATION SCALE yr - to 0 u- z v am 0 2 4'-0" X 8' -0" MIRROR SEE DETAIL 113/A603 1 / / TO • MALL \ ORRIDOR \` -r, FflflNG ROOM ELEVATION SCALE ve - w E w ED RECESSED STANDARDS - SEE A60 INIM RECESSED STANDARDS - SEE MOO BAGKWRAP 4' -I2" 4 SALES AREA MIRROR - SEE DETAIL 6 /A601 FOR MORE INFORMATION. 2I' -04" RECESSED STANDARDS - SEE A600 CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY 10ISCREPENCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.6.C. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. 0 TILE BASE. T6C TO GUT TO CORRECT SIZE. SEE 5/A400 FOR DETAIL. 1'11 BOTTOM OF 0 I 1 I III I I BACKWRAP WALL - SEE 5/A602 FITTING ROOM ELEVATION SCALE Y6 • M I ?' -04" 2' -6" 21 -04 RECESSED STANDARDS - SEE MOO r -SEE 8/A603 FOR MORE INFORMATION 4' -0' X 8' -0" MIRROR SEE DETAIL 1B /A603 RECESSED STANDARDS - SEE A600 0 s PREFINISHED z DOOR FRAME Q HOOK CENTERED 10 ON DOOR 1' -2" kt FROM THE TOP 0 0 0 PREFINISHED • DOOR U FIlliNG ROOM ELEVATION SCALE va - 1-0' r TO \ STOCKROOM i/ FIlliNG ROOM ELEVATION SCALE 1/4' • 1-0' 0 blOw z23 ARE EN_ CODE COMPLIANCE PPPSt ,;,P OT OE 201 City dl Tile, ��Jryunnm : : •- :i .• :, : , „ : .• : z : ; .- „ .. , . „ : ... i.: . ."' : 7 7 • i . ..: i • . , • , 7 7 ,. '7 ' ..: 7 7 7 f: n • 7 7 7 ' i 7 ::. 7 . 7, ..(7/4*, - ' • . n, REV 1 DATE I: DESCRIPTION ii NAME ., ,•- 3 , ::: ,• . , : . .: :... , , , , , . - 1 , , k 7 1 i RE:GIStRATION SEAL 1 :-. , il 1 g , . , = , ,, :, . .„, i , . . i , : , , , , i , g , : , , 1 4,, .;; 4 .4.41 ,"'--,,," i 1 3, ":, • 7 i c :: •-• . ...- , , ,., , : 7 7 ' 7 7 , :: : 7 7 . .:* 7 . 7 ., ,, .' ' 7 7 I 7 7 ,. , , .": 7 . ' Fa%•<•:•-•Sk .0".''''' .....777V ' . i' , ! 1: i 10,.%, ,,•;.; ,' S ' 5 . I Li il 7 , , , . • 7 ' :,.. 1 7 i 1 7 7 ' 11 • .."' " : . , :f ' ' 7 , §5 , 7 , ,. , t, '11...4411p6 : 43 REGiSTERED .7e:„,.., IP 1.,4)..,.1.14 DRAWN BY: AAR 73 ›- im GD at ' i > I , ;1 'i * •: ": . ' i , 1 S.. F ' 7 . 7 s: 1 i 7 i ' ' 7 i 1 , , 1 , 7 1 . 7 , 7 .,7 i ' 7 k s :: • ',. , .L.170, `,--0-.7.4% • ''''" '71 . ,:-/yfr, ;/.-,v :::- .. . k . . .. .. „ , 7 • : r We :: 3 :: :1 , 01 CHECKED BY: JRB ---•=: -..-- • AP- ... ..„. , , , „ C 2800 SOUTH ;EMIR PLC. ; • o 1 § i.... ,.• , 1 1 , : : :i , • in , , , - ----- - in : • , % . In , 1 , , - :,,:„. t , i , ':741.4,. m1 ,"--,.: . 14w: .2/../41 .,: :::: A: -7=,-, lio.fakA ,/,..;vi :•••::, ;.1. ,,,,:n . .:, ..1 ::4,,,;-5,"• .:.:ii ,, .: .... ".. , * , • , 0 ISSUE DATE: ran , ,...; r„.2. .;--,,I.:: R " „,..3=4 ,--r--1 ., , E SEATTLE WA,981 8 , ,, ,: , , ,. , , , , 3 3 , F 3 • , 1 , , • ,i ' . • : i: :: : : :.: 1 t , . , , ..; 1 , 1110 ,,,,, '.4.*) t . , , 3 § . 3 . ' , , . 3 :: A IN C 0 At A; '=() iltIATE:Dii s i , i STATE CO WASHINi ON • , .. , . •- ARCHITECTUR-E-14—raidiNEER--ANGI.-.7i.-1STORE PLANNING t i , i :I; , ,- i . I 1 , i 08103/10 I -? - " i " '' „ „ , , i ; , , SPACE it $ , $ , .„ , , . „ , 3 .., , . , , , , , , „ , „ $ , 20 STORE 413424 , , 1 -,, . , , , , , ,_ $ 1 i- , :: , , , , ,, :• . , :: , , , !„,„„„f„, „„„„„,„,„„„„,:: , „ , : • : • , , , , , , , , , , . ,. ,..,.„,„,_ , „ $ , „ : , , , , ,_ , , , 1 „.„ , , , , I , , , , , 1 , i $ $ $ , , , 3 3 , SAINI" LOVISi .DA,LI-fASji LAS_Y.EGAS 4 1 • , ir , T ii -,.„1,9,5,0_,C,40,30AUSVITE 300 ..-.: ; ::i ! ; 1 : INTERIOR ELEVATIONS $ , , , , , , , , . • : ... t.: : , , , , , , , , , . , , , „ , . , , : . „ ..1 ,„,.„,..„ , r- , , ! ST LOUIS,„ WC," -63 6- ,: PH 314) 415 2400 1 FAX 014) 415-23001 -. . • f i 1 WWW,..7,artV:COM I I \- I OPEN ■ ( I OPEN DP INISHED OOR FRAME ?. HOOK CENTERED \ / \ / \ / \ / OPEN TO 5ALE6\AREA / \ / \ / \ \I p4 11 _.r•� i ; `,, , i ..`1 + 1 PP +C( a. ►'111 ti �'S�.: 1 %'14.,1 �0 /,1 . 4.- +�^ 1 a FFRNODM THE I'-2" TP o a ■ i PREFINISHED k DOOR \ U U OPEN OPEN p....--1/ g FITTING ROOM ELEVATION SCALE Y6 • M I ?' -04" 2' -6" 21 -04 RECESSED STANDARDS - SEE MOO r -SEE 8/A603 FOR MORE INFORMATION 4' -0' X 8' -0" MIRROR SEE DETAIL 1B /A603 RECESSED STANDARDS - SEE A600 0 s PREFINISHED z DOOR FRAME Q HOOK CENTERED 10 ON DOOR 1' -2" kt FROM THE TOP 0 0 0 PREFINISHED • DOOR U FIlliNG ROOM ELEVATION SCALE va - 1-0' r TO \ STOCKROOM i/ FIlliNG ROOM ELEVATION SCALE 1/4' • 1-0' 0 blOw z23 ARE EN_ CODE COMPLIANCE PPPSt ,;,P OT OE 201 City dl Tile, ��Jryunnm : : •- :i .• :, : , „ : .• : z : ; .- „ .. , . „ : ... i.: . ."' : 7 7 • i . ..: i • . , • , 7 7 ,. '7 ' ..: 7 7 7 f: n • 7 7 7 ' i 7 ::. 7 . 7, ..(7/4*, - ' • . n, REV 1 DATE I: DESCRIPTION ii NAME ., ,•- 3 , ::: ,• . , : . .: :... , , , , , . - 1 , , k 7 1 i RE:GIStRATION SEAL 1 :-. , il 1 g , . , = , ,, :, . .„, i , . . i , : , , , , i , g , : , , 1 4,, .;; 4 .4.41 ,"'--,,," i 1 3, ":, • 7 i c :: •-• . ...- , , ,., , : 7 7 ' 7 7 , :: : 7 7 . .:* 7 . 7 ., ,, .' ' 7 7 I 7 7 ,. , , .": 7 . ' Fa%•<•:•-•Sk .0".''''' .....777V ' . i' , ! 1: i 10,.%, ,,•;.; ,' S ' 5 . I Li il 7 , , , . • 7 ' :,.. 1 7 i 1 7 7 ' 11 • .."' " : . , :f ' ' 7 , §5 , 7 , ,. , t, '11...4411p6 : 43 REGiSTERED .7e:„,.., IP 1.,4)..,.1.14 DRAWN BY: AAR 73 ›- im GD at ' i > I , ;1 'i * •: ": . ' i , 1 S.. F ' 7 . 7 s: 1 i 7 i ' ' 7 i 1 , , 1 , 7 1 . 7 , 7 .,7 i ' 7 k s :: • ',. , .L.170, `,--0-.7.4% • ''''" '71 . ,:-/yfr, ;/.-,v :::- .. . k . . .. .. „ , 7 • : r We :: 3 :: :1 , 01 CHECKED BY: JRB ---•=: -..-- • AP- ... ..„. , , , „ C 2800 SOUTH ;EMIR PLC. ; • o 1 § i.... ,.• , 1 1 , : : :i , • in , , , - ----- - in : • , % . In , 1 , , - :,,:„. t , i , ':741.4,. m1 ,"--,.: . 14w: .2/../41 .,: :::: A: -7=,-, lio.fakA ,/,..;vi :•••::, ;.1. ,,,,:n . .:, ..1 ::4,,,;-5,"• .:.:ii ,, .: .... ".. , * , • , 0 ISSUE DATE: ran , ,...; r„.2. .;--,,I.:: R " „,..3=4 ,--r--1 ., , E SEATTLE WA,981 8 , ,, ,: , , ,. , , , , 3 3 , F 3 • , 1 , , • ,i ' . • : i: :: : : :.: 1 t , . , , ..; 1 , 1110 ,,,,, '.4.*) t . , , 3 § . 3 . ' , , . 3 :: A IN C 0 At A; '=() iltIATE:Dii s i , i STATE CO WASHINi ON • , .. , . •- ARCHITECTUR-E-14—raidiNEER--ANGI.-.7i.-1STORE PLANNING t i , i :I; , ,- i . I 1 , i 08103/10 I -? - " i " '' „ „ , , i ; , , SPACE it $ , $ , .„ , , . „ , 3 .., , . , , , , , , „ , „ $ , 20 STORE 413424 , , 1 -,, . , , , , , ,_ $ 1 i- , :: , , , , ,, :• . , :: , , , !„,„„„f„, „„„„„,„,„„„„,:: , „ , : • : • , , , , , , , , , , . ,. ,..,.„,„,_ , „ $ , „ : , , , , ,_ , , , 1 „.„ , , , , I , , , , , 1 , i $ $ $ , , , 3 3 , SAINI" LOVISi .DA,LI-fASji LAS_Y.EGAS 4 1 • , ir , T ii -,.„1,9,5,0_,C,40,30AUSVITE 300 ..-.: ; ::i ! ; 1 : INTERIOR ELEVATIONS $ , , , , , , , , . • : ... t.: : , , , , , , , , , . , , , „ , . , , : . „ ..1 ,„,.„,..„ , r- , , ! ST LOUIS,„ WC," -63 6- ,: PH 314) 415 2400 1 FAX 014) 415-23001 -. . • f i 1 WWW,..7,artV:COM PARTITION TYPE ADJACENT TENANT MALL STRUCTURE ABOVE MALL STRUCTURE ABOVE T6G SHALL. NOT ATTACH TO ROOF DECK ABOVE AND 15 RESPONSIBLE FOR ACHIEVING I HOUR RATED DEMISING PARTITION PARTITION TYPE MALL STRUCTURE ABOVE MALL STRUCTURE ABOVE T&G SHALL NOT ATTACH TO ROOF DECK ABOVE AND IS RESPONSIBLE FOR ACHIEVING 1 HOUR RATED DEMISING PARTITION. T.G.G. TO PATCH AND FLOAT 5/8" TYPE "X" 6YP. BD. TO MAKE LIKE NEW TENANT SPADE T.G.G. TO Y.I.F. GYP. BD. EXTENDS TO DECK ABOVE AS REVD TO AGHEIVE I HR RAI1N6 ON DEMISING WALL T.G.G. TO PROVIDE 4 INSTALL 6r. BD. AS N5ZGESSARY TO A I FIVE FIRE RATING. EXISTING 6' METAL STUDS TO REMAIN FINISH FLOOR 4 T.6.C. TO PROVIDE AND INSTALL 5/8' TYPE "X" GYP. BD. TO DECK AMOR TENANT SPACE T.6.C. TO ACHIEVE I HR RATING ON DEMISING WALL NEW 6" METAL STUDS BY LL. FINISH FLOOR PARTITION TYPE MALL STRUCTURE ABOVE aNgtati TENANT /MALL STRUCTURE ABOVE TEC SHALL NOT ATTACH TO ROOF DECK ABOVE AND IS RESPONSIBLE FOR ACHIEVING I HOUR RATED DEMISING PARTITION. \-T.6.G. TO EXTEND 6r. BD. 6' ABOVE CEILING. 7-TTO PROVIDE 4 .G.C. INSTALL 5/8" GYP. BD. 2 1/2' MTL. STUDS FURRED OUT PAST EXISTING STRUCTURAL COLUMNS N TENANT SPACE T.G.G. TO V.I.F. GYP. BD. EXTENDS TO DECK ABOVE AS REQ'D TO ACkEIVE I HR RATING ON DEMISING WALL T.G.G. TO PROVIDE 4 INSTALL GYP. BD. AS NEGGESGARY TO \___AGHEIVE FIRE RATING. 17 EXISTING 6 " METAL STUDS TO REMAIN FINISH FLOOR PARTITION TYPE .` /MALL STRUCTURE ABOVE TOG SHALL NOT ATTACH TO ROOF DECK ABOVE AND IS RESPONSIBLE FOR ACHIEVING I HOUR RATED DEMISING PARTITION. TENANT T.G.G. TO PROVIDE AND INSTALL 5/6" TYPE GYP. BD. TO DECK TENANT SPACE T.G.G. TO ACHIEVE I HR RATING ON DEMISING WALL NEW 6' METAL STUDS BY T.G.C. FINISH FLOOR OEXISTING ONE -HOUR RATED DEM151N6 WALL PARTITION NEW ONE -HOUR RATED KT.S. IA D8r1151NG WALL. PARTITION PARTITION TYPE KTS. OEXISTING ONE -HOUR RATED IB DEMISING WALL PARTITION H S. IG ONEW ONE -HOUR RATED DEMISING WALL PARTITION N.T.S. PARfTION TYPE PARTITION TYPE PARTITION TYPE GYP. BD. CEILING /MALL STRUCTURE ABOVE T6G SHALL NOT ATTACH TO ROOF DECK ABOVE. MC. TO EXTEND 6YP. BD. 6' ABOVE C_ILIN6 NEW GYP. BD. CEILING T.G.G. TO EXTEND GYP. BD. 6' ABOVE CEILING. BOTH 51DES """1"----T .6.6. TO PROVIDE 1 INSTALL 5/8" GYP. BD. 4 SALES AREA - QEA 3 5/61 MET STUDS T CONCRETE SLAB USING ROWER DRIVEN FASTS MIN .145 AT ler Os. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 116610 _610 NEW 3 8' METAL STUDS -�� /MALL STRUCTURE ABOVE T6G SHALL NOT ATTACH TO ROOF DECK ABOVE. T.6G. TO EXTEND GYP. BD. 6' ABOVE CEILING NEW 6YP. SD. CEILING INSTALL 5/861 .. BD. Q 161,5 _6E6 SECURE CONCRETE SLAB K USING POWER DRIVEN FASTENERS MIN. .145 AT IS° O.C. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON 130TH SIDES. T.G.C. TO EXTEND GYP. BD. 6" ABOVE CEILING 0 GYP. BD. CEILING FITTING ROOMS 558' MET STUDS /MALL STRUCTURE ABOVE TGG SHALL NOT ATTACH TO ROOF DECK ABOVE. Tb.G. TO EXTEND GYP. BD. 6" ABOVE CEILING. BOTH SIDES NEW GYP. BD. CEILING SALES AREA Tb.G. TO PROVIDE 4 4 INSTALL 5/8 GYP. BD. - SECURE BOTTOM TRACK TO CONCRETE SLAB USING ROWER DRIVEN FASTENERS MIN. .145 AT 18" O.G. NOTE: ALL STEEL STUDS MUST BE SGREJWED TOP AND BOTTOM ON BOTH SIDES. FITTING ROOMS 5/8" GYP. BD. BOTH SIDES 4 TOP OF PARTITION 3-5/8" 20 GAGE METAL STUDS AT 16 "o0. ICED #4782 SECURE SLAB USING ONER DRIVEN FASTDERS MIN. i45 AT 18' O.G. NOTE: ALL STEEL 511)05 MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. O NEW WALL PARTITION KTS. PARTITION TYPE <>. NEVI WALL PARTITION H S. PARTITION TYPE O4 NEW WALL _PARTITION N.TS. 5O NFJN WALL PARTITION KTS. PARTRION TYPE PARTITION TYPE 4 NEW GYP. BD. CEILING FITTING ROOMS 3 5/6'' METAL STUDS MALL STRUCTURE ABOVE T6G SHALL NOT ATTACH TO ROOF DECK ABOVE. T.G.C. TO EXTEND FGYP. BD. 6' ABOVE CEILING. BOTH SIDES GYP. BD. CEILING ."*".-T6.C. TO PROVIDE 4 INSTALL 5/8' GYP. BD. FITTING ROOMS S B T CONCSLA FA TTBN M .45 AT I8" O.C. NOTE: ALL STEEL STUDS MUST EE SCREWED TOP AND BOTTOM ON BOTH SIDES. TbC. TO EXTEND GYP. BD. 6" ABOVE CEILING GYP. BD. CEILING FITTING ROOMS 558' MET STUDS /MALL STRUCTURE ABOVE TEG SHALL NOT ATTACH TO ROOF DECK ABOVE. STOCK ROOM T..C. TO PROVIDE 4 INSTALL 5/8" GYP. BD. SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MK .145 AT 18' O.G. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP MD BOTTOM ON BOTH SIDES. OPEN TO U 7 3/4' FIRE RETARDANT PLYWOOD ON 6' METAL STUDS o 12' O.C. TOILET ROOM CONTINUOUS I" X 5' WOOD TRIM STOCKROOM 5/8' GYP. BD. CEILING 5 5/8" METAL STUDS,: W/ 5/8" GYP. BD. EACH SIDE OPEN TO 5TRUCTURE._N 3/4" FIRE RETARDANT PLYWOOD ON 6" METAL STUDS 0 12" O.G. TOILET Ra EXISTING DEMISING WALL TENANT SIDE ONLY TENANT 5/8" GYP. SD. CEILING 5 -5/8' METAL STUDS W/ 5/8" GYP. BD. • NEW WALL PARTITION N.T.S. NEW WALL PARTITION NTS. TOILET ROOM PARTITION . TOILET ROOM PARTITION N.T.S. 5' -5" TATr fl! o0 000000000000 Den• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ELEVAT1ON-ARDEN B CASHWRAP SIGN DETAIL SCALE r -ro I/2" THK. WHITE ACRYLIC LETTERS W/ FLAME POLISHED EDGES ROUNDED CORNERS ELEVATION - ENTRANCE SIGN SCALE r -ra 1' -1" 5/4' PUSHED THROUGH LETTERS WITH WHITE TRANSLUCENT VINYL ON FACE 1/21 ALUMINUM TUBE SUPPORT - I I/2" CLEAR ACRYLIC WITH WHITE VINYL ON BACK WHITE LEDS ALUMINUM CHANNEL 1 SEC11ON - CASHWRAP SIGN SCALE: r -ra T.G.G. TO SECURELY SCREW SIGNAGE TO BACKING STRUCTURE WITH STAINLESS STEEL TOGGLE BOLTS ELEVAIFON SCALD r - 1-0' buzZ3 7' -10" - ALUMINUM WIRE NAY AND LETTER SUPPORT ENTRANCE SIGN CH:6 J10. City oaf ..Male CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -AGOG ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. T.G.G. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. —ic .065 ALUMINUM RETURNS, FINISHED WHITE I' VINYL TRIM GAP, FINISHED WHITE .063 ALUMINUM BACKS 1/2" THK. FROSTED PLEXIGLASS LETTERS W/ADHESIVE FILM APPLIED TO FACE SEC11ON - ENTRANCE 3101 WALE 3g 11-011 T.G.G. TO SECURELY SCREW SIGNAGE TO BACKING STRUCTURE WITH STAINLESS STEEL TOGGLE BOLTS ALUMINUM RETURNS AND SACK 1 " 4 I 1 \ - - \ 1/2" ALUMINUM TUBE SUPPORT 3/4" PUSHED THROUGH LETTERS WITH WHITE TRANSLUCENT VINYL ON FACE WHITE LEDS 1/4" ALUMINUM SUPPORT ALUMINUM WIRE WAY AND LETTER SUPPORT r-R IS" - ENTRANCE SIGN SCALE 3' 1-0' FINISH KEY NOTES Eitiag 0 CERAMIC TILE BASE 12' X 24 BY OLYMPIA 'ROSEDALE WHITE' # OD.RDJNHT.1224 11 BASE 82 #D431-60 "ALABASTER" SB6" VINYL 1/8' BASE JOHNSONITE COLOR: 'S0- WHITE' (800) 841 -8116 0 GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. 11101 1 MIr1QIC A I LI BY WILSONART ASIAN SAND #1452K -IS OR REFERENCE ONLY) L2ALABASTER 110431 -60 BY 101IL50NART (FOR REFERENCE ONLY) OTBD arkkAil 0 METAL PONDER COATING TO MATCH TIGER DRYLAC #304/40560 PAJ$T A') PI BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE FI01 FOR FINISH TYPE. 0 BENJAMIN MOORE 'SOFT CHAMOIS' 1100-13 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE VOILE 10 ' SEE FI01 FOR FINISH TYPE. 0 BENJAMIN MOORE 'DISTANT GRAY' 11OG-68 SEE FIOI FOR FINISH TYPE. ir.Z MELAMINE PANEL BY: PANOLAM INDUSTRIES BLAND NEIGE #5411 FINISH: SATIN (FOR REFERENCE ONLY) COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56134 BY CROWN WAL.GOVERIN6 REP: 6INETTE LAMOUREX 514 -551 -1135 O R3COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56151 BY GROWN WALLGOVERING REP: SINETTE LAMOUREX 514- 351 -1135 R4 COLLECTION: WALT DISNEY SIGNATURE #WD2425 DIST. BY. YORK WALLGOVER. sari CERAMIC TILE I2 "X24" BY: OLYMPIA "ROSEDALE WHITE #OD RDJNHT.1224 BENJAMIN MOORE "CHANTILLY LACE" #OC -65. SEE FIOI FOR FINISH TYPE. O. you. COVERNSS fa) RI COLLECTION: ROSE SUPIA #PF -038 -2 BY J.K. TRADING CO. REP: SUE CAMPBELL 905 -T10 -5170 T4 FL WA pZ ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 WA OWOOD VENEER NATURAL CHESTNUT WITH TURAL SH SIZE: 4' -0' X IO' -0" BY: MACO MILLWORK ATTN: DOMENIC MA 514 -741 -1221 OCUSTOM DECORATIVE PANEL BY CTA. SIZE: 4'-0' X I2' -O" MALL TILE - MATCH COLOR, PATTERN, AND GROUT Y.G.T. FLOORING 12" XI2" ARMSTRONG COLOR: #51858 NAME: "SANDRIFT WHITE" SHEET TILE TO MATCH V.G.T. REFLECTIONS MIRROR COLOR: GOLD #IG045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 105- 685 -2341 2 ACRYLIC PANEL COLOR: OPAL PLEXIELA55 PANEL DOUBLE SIDED - I /5" THK. PATTERN: SILK HORIZON DOLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 -511 -1445 RECEIVED SEP 2 3 2010 PERMIT CENTEF NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT SE USED WITH THIS SPECIFIC Pan. Irr.T rouranuna notaimuum miagsznim .0mEristris I.j 111P11 El •••• 71 mi. IN& 111111 U55I II MEE 1111 IMMO NNE MN 1111111111 IMO MINN OEM "1:111111111 U!S•U ■ IIIIIINNIMIII IUHflU P UUII5U x a 0 W 0 CO J w 0 w a 0 0 a. CO C.) U A501 VARIES (SEE SHEET AI00) Q. 2' -0" 2' -0" 2' -0" 2' -0" 2' -0" 2' -0" Q. 0 /V AWA/MV Z.40' Arett012" , 4,4/ • i i /8" GYP. BD. ON 1/8" CHANNEL AND METAL STRAPPING OVER 2 I/2" METAL 51W5 NOTE: SEE DETAIL 2/A601 FOR MORE INFORMATION RE6ARDING STANDARDS. GYP. BD. ON 1/8" CHANNEL AND METAL STRAPPING OVER 2 1/2" METAL STUDS TYPICAL RECESSED WALL STANDARD PLAN SCALE 1/2' - ro FLUSH GYP. BD. BELOW AND ABOVE STANDARDS. NO SAPS BETWEEN STANDARDS. TYP.,� OR TO UNDE 0 VARIES 6" STANDARD ▪ Ir II IL 4- 4 11 II I I 11 I I Ir II IL f- I a NOT!: SEE DETAIL 2/A601 FOR MORE INFORMATION REGARDING STANDARDS. I I a1 II II II I1 IL I- h II II II Ir f IL 4 F r r G : Ir IL -II II II II II II 11 I1 h 11 11 U II I I I I 1I- q II 4 RECESSED WALL STANDARDS, SUPPLIED BY TENANT # INSTALLED BY T.G.G. 4° WIDE METAL STRAPPING BEYOND GYP. ED. TG .G. TO SECURE STANDARDS TO MTL STRAPPING. SEE DETAIL IA/A601 FOR MORE INFORMATION. FLUSH GYP. BD. BELOW AND ABOVE STANDARDS. NO GAPS BETWEEN STANDARDS. TYP. TYPICAL RECESSED WALL STANDARD ELEVATiON SCALE 1/2' - *o 2 I/2" MTL. STUDS 12' O.G. // BD, CEILING 9 (Y J M- O L 0 a a 0 VARIES FLUSH GYP. BD. BELOW AND ABOVE STANDARDS. NO GAPS BETWEEN STANDARDS. TYP. RECESSED WALL STANDARD, SUPPLIED BY TENANT 4 INSTALLED BY T.G.G. SEE A60I FOR MORE INFORMATION. EXISTING AND /OR NEW PARTITION T.G.G. TO PROVIDE AND INSTALL % TYPE 'X' GYP. SD. ON i" HAT CHANNELS OVER METAL STRAPPING ON 2i" METAL STUDS FLUSH GYP. BD. BELOW AND ABOVE STANDARDS. NO GAPS BETWEEN STANDARDS. TYP. 4" HIGH BASE SUPPLIED ST TENANT E INSTALLED BY T.6.G. FINISH FLOOR NOTE: T.G.G. TO PROVIDE LATERAL BRACING TYPICAL RECESSED WALL STANDARD SECTiON SCALE 3/4' - 1-0' EXISTING 4/OR NEW 2 1/2" MTh. STUDS ///////////PAR/TITION/ @ 12" O.G. Y///////// 6" 6" HOLD HOLD 6" HOLD 1/8" HAT CHANNEL 4" WIDE METAL STRAPPING NOTE: THROAT OF RECESSED STANDARDS ARE TO BE PROTECTED DURIN6 CONSTRUCTION OF GYP. BD. AND PAINT FINISHES. GLEAN TO ' LIKE -NEW" PRIOR TO STORE OPENING. « 2' -0" O.G. 5/8" GYP. BD. P2 RECESSED WALL STANDARD SUPPLIED BY TENANT t INSTALLED BY T.6.G. 2' -0" 0.G. »» RECESSED STANDARD DETAIL SCALE 6' 1-0' f RECESSED STANDARD 2 1/2" METAL STUDS 5/8' GYP. BD. ON 1/8' HAT CHANNELS P2 FLUSH GYP. BD. BELOW Zo AND ABOVE STANDARDS. NO GAPS BETWEEN STANDARDS. TYP. CLEAR SILICONE CAULK 4" HIGH BASE SUPPLIED BY TENANT, INSTALLED BY T.6.G. FINISHED FLOOR BASE DETAIL 1 FLUSH 6YP. BD. BELOW AND ABOVE STANDARDS. NO GAPS BETWEEN STANDARDS. TYP. 5/8" GYP. BD. ON 1/8" HAT CHANNELS 2 1/2" METAL STUDS RECCE/LED STANDARD TOP DETAIL 1/8" HAT CHANNEL 4" WIDE METAL STRAPPING NOTE: THROAT OF RECESSED STANDARDS ARE TO BE PROTECTED DURING CONSTRUCTION OF 6YP. BD. AND PAINT FINISHES. CLEAN TO " LIKE -NEW" PRIOR TO STORE OPENING. 2' -0" 0.G. 6" HOLD "—\ FINISH KEY NOTES MAI 0 CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.I224 0 4" #D451 -60 "ALABASTER" 55 6' VINYL I/8" BASE JOHNSONITE COLOR: "50- WHITE" 0800) 841q -84116 GEILIN5 (G) GI GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MuirNr�cA1 @ASIAN SAND #/g52K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D451 -60 BY WILSONART (FOR REFERENCE ONLY) O TSD 0 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLANC NEI6E #5417 FINISH: SATIN (FOR REFERENCE ONLY) ItiffaL.kt 0 METAL POWDER COATING, TO MATCH TI6ER DRYLAG #3oq /610560 PAINT lPJ PI BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE F101 FOR FINISH TYPE. 0 BENJAMIN MOORE 'SOFT CHAMOIS' #0C-I5 SEE FIOI FOR FINISH TYPE. OBENJAMIN MOORE VOILE PINK' #2000 -10. SEE FIOI FOR FINISH TYPE. 0 BENJAMIN MOORE 'DISTANT 6RAY' #OC-68 SEE FIOI FOR FINISH TYPE. // 7-1 5/8" GYP. BD. P2 RECESSED WALL STANDARD SUPPLIED BY TENANT 4 INSTALLED BY T.6.G. 2' -0" 0.G. >> L//////////// 6" HOLD • 1/8" HAT CHANNEL 4" WIDE METAL STRAPPIN6 2' -0" O. G. \-5/8" 6YP. O BD. P2 \-5/8" GYP. BD. RECESSED WALL STANDARD SUPPLIED BY TENANT 4 INSTALLED BY T.G.G. 68 S1 RECESSED STANDARD END DETAIL SCALE a•ro NOTE: THROAT OF REGCXCD STANDARDS ARE TO BE PROTECTED DURING CONSTRUCTION OF GYP. BD. AND PAINT FINISHES. CLEAN TO ' LIKE -NEW" PRIOR TO STORE OPENING. OBENJAMIN MOORE "CHANTILLY LACE" #OG -65. SEE FIOI FOR FINISH TYPE. )MALL COVERING Ail RI WA COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I34 BY GROWN WALLGOVERIN6 REP: 6INETTE LAMOUREX 5I435I -gI55 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56151 BY GROWN WALLCOVERINS REP: 6INETTE LAMOUREX 51435I -gIS5 COLLECTION: WALT DISNEY SIGNATURE #WD24125 DIST. BY. YORK WALLGOVER. n_ocRIN6 6 CT) TI CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.1224 CONTACT: LUI6UI SALITURI 514- 345 -4254 MALL TILE - MATCH COLOR, PATTERN, AND GROUT T3V.G.T. FLOORING 12" XI2" ARMSTRONG COLOR: #5I858 NAME: "SANDRIFT WHITE" 0 SHEET TILE TO MATCH V.G.TT. CI) WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK' #2000 -10 CD WA XI WOOD VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0" X IO' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 -741 -1221 CUSTOM DECORATIVE PANEL BY GTA. SIZE: 4' -0" X 12' -0" CUSTOM DECORATIVE PANEL COLOR: SNOWFLAKE #6202q TEXTURE: PK- CASHMERE BY: KYDEX THERMOPLASTIC SHEET PLEXI6LASS - AGRYLITE REFLECTIONS MIRROR COLOR: SOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN qO5- 685 -2541I ACRYLIC PANEL COLOR: OPAL PLEXIGLAS5 PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 - 871 -1485 NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC pfz� IFt.T GONTRAGTOR"5 NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO j[ DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURIN6 BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL GI ICCT5 A50I, A600 -A603 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. t) 10v- z23 REV 1E EL FO CODE CCMPL,IAO, City oTur'Ja BUILDING DR8SL 4" METAL STRAPPING 0 4 9 4 0 4" METAL Q STRAPPING Q 4 4 4" METAL STRAPPING • q,-6' TYP. A RECESSED WALL STANDARDS 4 3' -0" TYP. 4 12'-0" TYP. ELEVATION - WALL STANDARDS r..e ur • 1-0' WATER �N GYP. BD. PAINT P5 NOT USED SCALE 1/2" 1-0' 5/8" GYP. BD CEILING PAINT(\ C - I "X4 "WOOD STRAPPING. SECURE TO MTL STUDS IN WALL, PAINT TO MATCH WALL FINISH. I "X4 "WOOD STRAPPING. SECURE TO MTL STUDS IN WALL, PAINT TO MATCH WALL FINISH. • 10' -0' TYP. O SURFACE MOUNTED WALL STANDARDS I' -10" I /4" CLEAR MIRROR WITH CLEAR SEALANT (GONT) ALL FOUR (4) SIDES MIRROR TO HAVE ROUNDED 4 POLISHED EDGES J MOLDING, FINISH U53 -605 'BRIGHT BRASS' G TOP 4 BOTTOM 5/8" GYP. BD CEILING PAINT SHELF 6'4" A.F. 4" MAX HIOUSEHOLD PAPER TOWEL DISPENSER ONLY 4 NOTE: MIRROR SUPPLIED 4 INSTALLED BY T.G.G. MIRROR ELEVA11ON etas vz -.r MARLITE WATERPROOF 4�-0 PANELS T.6.G. TO / 15" ,, 3' -7" /15" INSTALL MAC NEW / ,: � WA OF HANDBAR 60 CLEAR FLOOR WALL PANELS 4-0" A.F.F. ELEVATION A SCALE: 1/4" = \ MOP SINKS ROLL PAPER 6' SHT. w6" CLEAR FLOOR VINYL BASE 4 FLOORING ELEVATION B SCALE: 1/4" = I'-O" �m Q T m r \\ \ T S.G TO INSTALL NEW HANDBAR TOILET ROOM YP. BD. DOOR I \ PAINT MARLITE WWAAL LL PANE S 4' -0" A.F.F. ELEVATION C SCALE: 1/4" = I'-O" HANDICAPPED TOILET ROOM ELEVATIONS AND DETAILS xue x.8. xQ HORIZONTAL GRAB. T.6.G. SEE DETAIL I MORE INFORMATION VERTICAL GRAB B BY T.6.G. SEE PET FOR MORE INFORMATION. 5/8" GYP. BD. ON 7/8' CHANNEL AND METAL — STRAPPING OVER 2 yr METAL STUDS NEW OR EXISTING WALL ////ffff, r Ziff" 2' -0" 2' -0" 2' -0" RECESSED WALLSTANDARDS k 2' -0"" NOTE: SHELVES ARE NOT PREFABRICATED TO AN EXACT 24' WIDE. T.G.G. TO SPACE -SET STANDARDS W/ CONTINUOUS SHELVING, STARTING FROM THE CENTER 4 WORKING OUT. DTL.-RECESSED WALL STAND., TYP. SCALD vz -ray 3" 4" YKKAD S1 <Pr INC7 MA< STANDARDS rural CAC =AmI IPIC7 ,vu.. /if" A' .4/09/ Z17 te/M7 P. 3 2' -0" 2'-O" 2' -O" 2' -0" 1111 I SURFACE MOUNTED STANDARDS NOTE: SHELVES ARE NOT PREFABRICATED TO AN EXACT 24" WIDE. T.6.G. TO SPADE -SET STANDARDS W/ CONTINUOUS SHELVING, STARTING FROM THE CENTER 4 WORKING OUT. " TYP. DTL- SURFACE MOUNT. WALL STAND.. TYP. SCALD yr - r-o' NEV PLUMBING FIXTURE. SEE PLUMBING SHEETS — SHELF @ 6'41 A.F.F. PROVIDED AND INSTALLED BY T.G.C. rcm MAC= II417.JRI°IN I KAI. �y IL \ \ m 9 1111 I I • � , : : I I :ii! _ w e III! Mini , - 1 : . •. ' • • : :a:: : • - • . • .I: . ... .. : :.::. .74- 11111 illi Immo • Illl:::: In, 1Y► RELOCATED FLOOR DRAIN. SEE PLUMBING N SHEETS FOR MORE k_ •2 • 1iii I - Ira - .�.,, _ 5AR5 BY FOR jlli 6 5/8" -Non 2'-0" = NEW PLUMBING FIXTURE. SEE PWMBING SHEETS ..4- FOR MORE INFORMATION. RS JI A 6G' -ES' F.F. MARLITE WATERPROOF WALL PANELS 4' -0" A.F.F. IT' -25" MIN INSULATE ALL EXPOSED PIPE \ \ \ • f::l SCALES 1/2' - 1-0' 5/8" GYP. BD CEILING PAINT HOUSEHOLD PAPER TOWEL DISPENSER ONLY IAP6 NT z x 9 tr� 6" MAXI 44" MIN Le SHT. VINYL / BASE 4 O 48" CLEAR FLOOR FLOORING ELEVATION D SCALE: I /4" = ACCESSIBILITY SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED ROOM PLAN 8 "x18" CLEAR FLOOR ELEVATION E SCALE: 1/4" = I' -0" In 0 NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. FASTEN BAR TO FR. 140012 BLOCKING W/(2) 1 -1/2' SCREWS AT END5 AND CENTER SUPPORT TO SUPPORT 250Ibs. OAD -1/2" -1/2" SATIN FINI ALUM. GRAB BAR 22'3 NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE U, Q N A -A SCALE: 3" = I' -0" REVIEWED FOR CODE COMPLIANCE , .. APPWI OCT 0 2010 City oo Tukwila M IN I fNNISIOM NOT USED SCALE 1' • 1-0' NOM THE TYPICAL DETAILS WITHIN THIS SHEET MAY OR MAY NOT BE JOB SPECIFIC. CONTRACTOR'S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSION. 22 NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISGREPENGIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURES PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A600 -A603 ARE GENERAL AND MAY OR MAY. NOT BE STORE SPECIFIC. . T.G.G. TO CAULK AROUND ALL CASEBOARDS, BACKERS, DOOR FRAMES, AND PARTITION ANGLES WITH SILICONE CAULK. FINISH KEY NOTES Beirdig 04 CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD RD.WHT.1224 62 #D451-60 "ALABASTER" O6" VINYL I /5" BASE JOHNSONITE COLOR: '50- WHITE" (800) 84141-8916 Cl GOMM GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AI01. I"IIf I VVS1t A ) l l BY WILSONART ASIAN SAND #7g52K -IS (FOR REFERENCE ONLY) @ALABASTER #D43I -60 BY WILSONART (FOR REFERENCE ONLY) 1-3 TBD 1-4 MELAMINE PANEL BY: PANOLAM INDUSTRIES BLAND NEIGE #5411 FINISH: SATIN (FOR REFERENCE ONLY) EtriNL.M 0 METAL POWDER COATING TO MATCH TIGER DRYLAG #309/410560 PAINT tP) 0 BENJAMIN MOORE 'MUSLIN' #0C-I2 SEE FI01` FOR FINISH TYPE. CI BENJAMIN MOORE 'SOFT CHAMOIS' #0C-I5 SEE FIOI FOR FINISH TYPE. OBENJAMIN MOORE VOILE PINK' #2000 -70. SEE FI01 FOR FINISH TYPE. aBENJAMIN MOORE 'DISTANT GRAY' #00-68 SEE FI01 FOR FINISH TYPE. OBENJAMIN MOORE "CHANTILLY LACE" #00 -65. SEE FI01 FOR FINISH TYPE. • • POLL COMM Qy 0 COLLECTION: ROSE SUPIA #PF -038 -2 BY J.K. TRADING CO. REP: SUE CAMPBELL q05- 770 -5770 R2COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #L56I34 BY CROWN INALLCOVERIN6 REP: GINETTE LAMOUREX 514 -35I -41135 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE #1-56151 BY CROWN WAL.GOVERIN6 REP: 6INETTE LAMOUREX 5I4 -351 -9135 COLLECTION: WALT DISNEY O SIGNATURE #3/4024125 DIST. BY. YORK WALLOWER. AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4' -0" X I0'-O" BY: MAW MILLWORK ATTN: DOMENIC MA 514147 -1221 N3CUSY GTATOM . DECORATIVE PANEL B SIZE: 4' -0" X I2' -0" OCUSTOM DECORATIVE PANEL COLOR: SNOWFLAKE #62029 TEXTURE: PK- CASHMERE BY: KYDEX THERMOPLASTIO SHEET PLEXIGLASS - ACRYLITE XI REFLECTIONS MIRROR COLOR: GOLD #IC045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN 905 - 685 -2341I m 0 TI CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" #OD.RD.WHT.1224 CONTACT: LUIGUI SALITURI 514 -545 -4254 T2 MATCH LOR, PATTERN, AND GROUT OV.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME: "SANDRIFT WHITE" T4 SHEET TILE TO MATCH V.G.T. iirg I male'. I N/A F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE "VOILE PINK" #2000 -10 WI WA ACRYLIC PANEL COLOR: OPAL PLEXI6LASS PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMI6RAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866- 811 -14415 RECEIVED SEP 2 3 2010 PERMIT CENTEF NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC fan—Fr,. F7��3t"��J■ ■■ ■'ice ■■ 111111101 et NM I. BALM .11PININPI 1111111641111 (.111131 ..Tp:1Mi: •ui•uii � 11111111111 II fain Nmariaaaa minternia. Pm MI MN 11111111 IMMO 'F;;;11111N MEM II MIMI URN =En mula misamia siummum. mimmiamm mmommum muniumsm. muunimmi Nammuirm imummita it* mum gam wamilimm mituompuma Esuroneral ■k� ■F�i ■Fphb■ s 0 C c 0 PROD CHECKED BY: 0 cc M 00 w J 0 0 cc w J 0 Z O H U Z 0 U A601 NEW OR EXISTING DEMISING WALL NOTE: THE PREFINISNED/PREMANUFAGTi1RED CASHWRAP AND BAGKWRAP ARE SUPPLIED BY TENANT VENDOR, INSTALLED BY T.G.G. LINE OF PREFABRICATED 5ACKI TRAP SHELF. SEE MANUFACTURER'S SHOP DRAWINGS FOR MORE INFORMATION. NEW BAGKWRAP PARTITION BY T.G.C. SEE A501 FOR MORE INFORMATION. in 2' -5 1/2" 5'-11 1/2" 2' -5 1/2" L2" 6ROMMENT PURSE SHELF q' -4 1/2" IO' -4 1/2" 2" 6ROMMENT PREFABRICATED BAGKWRAP MANUFACTURER SHOP DRAW" FOR MORE INFORMATION. PREFABRICATED CASHWRAP. MANUFACTURER SHOP DRAW" FOR MORE INFORMATION. n- PLAN - CASH COUNTER TOP VIEW SCALE 1/2' - ,o II ETA NEW OR EXISTING DEMISING WALL NEW BAGKWRAP PARTITION BY T.G.C. SEE A5O1 FOR MORE INFORMATION. ILLUMINATED 'ARDEN B' - 5I6NA6E. SEE DETAIL I /A501 FOR MORE INFORMATION © 44,1' VY 2' -6" 7/ 0 N ELEVATION - CASH COUNTER SIDE ELEVATION SCALE 1/2' - ro ELEVATION - CASH COUNTER FRONT ELEVAT1ON SCALE vz - ra ELEVATION - CASH COUNTER BACK ELEVATION SCALE ur - r• XI PANEL. T.G.G. TO CUT PANEL DOWN TO SIZE IN FIELD. /2" ALUM. ANGLE POWDER - COATED ITE, ALL 4 SIDES /2" REVEAL POWDER - COATED ITE PANEL T.G.G. TO CUT PANEL OWN TO SIZE IN FIELD. 41-0" X 81-0"Q9 PANEL WITHOUT SEAMS. T.6.G. TO NOTIFY ARCHITECT IF SIZE GM NOT BE MAINTAINED. PREFABRICATED SHELF. SEE MANUFACTURER SHOP DRAWINGS FOR MORE INFORMATION. II T.G.G. TO PAINT EXPOSE EDGE, TYP. 0 PREFABRICATED BAGKWRAP. SEE MANUFACTURER'S SHOP DRAWINGS FOR MORE INFORMATION. NOTE: BAGKWRAP AND SHELF COME PREFABRIGAED. XI PANEL SYSTEM, REVEAL. AND ANGLES ALL PROVIDED AND INSTALLED BY T.G.G. ELEVATION - BACKWRAP ELEVATION SCALE ur • ro GONTRYMR"5 NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWIN65. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH TI•E PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE FLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A6OO - MO5 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. 223 FINISH KEY NOTES 3...4 f O CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.I224 al II BASE 0431-60 "ALABASTER" CD6" VINYL I/8" BASE JOHNSONITE COLOR: "50- WHITE" (800) 84141-86116 IDGYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. mASIAN SAND * 52K -I8 BY WILSONART (FOR REFERENCE ONLY) © ALABASTER #0431 -60 BY WILSONART (FOR REFERENCE ONLY) TBD • MELAMINE PANEL BY: PANOLAM INDUSTRIES BLAND NEI6E #5417 FINISH: SATIN (FOR REFERENCE ONLY) 0 METAL POWDER COATING TO MATCH TIGER DRYLAC '30W/g0560 PAINT IP) 0 BENJAMIN MOORE 'MUSLIN' 4tOG -12 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' #OG-13 SEE FIO1 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' 412000 -'70. SEE F1O1 FOR FINISH TYPE. (Pz BENJAMIN MOORE 'DISTANT GRAY' 43OG-68 SEE FIO1 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE' VC-85. SEE F1O1 FOR FINISH TYPE. MALL GOVE'RIN651R) RI WA COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE 14.56134 BY GROWN WALLGOVERIN6 REP: DINETTE LAMOUREX 514 - 351 -61135 COLLECTION: ANTONIA VELLA DOLOR: BELLA ROSE 41L56157 BY GROWN WALLGOVERING REP: DINETTE LAMOUREX 514 - 351 -41135 COLLECTION: WALT DISNEY SIGNATURE #W1224125 DIST. BY. YORK WALLGOVER. FLOORING (r) TI CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" #ODRD.V HT.1224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT Y.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME:'SANDRIFT WHITE" SHEET TILE TO MATCH V.G.T. (DNA 0 F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" 4$2000 -10 N/A O AAN CHESTFUT WITH NATURAL FINISH SIZE: 4' -0" X IO' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 - 147 -1221 OCUSTOM DECORATIVE P BY GTA. SIZE: 4' -0" X 12' -0" REFLECTIONS MIRROR XI COLOR: GOLD #IGO45 BY EVONIK GYRO DIST. BY: DENNY THERRIEN qO5- 685 -23411 OACRYLIC PANEL DOLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON DOLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 - 877 -I4g5 _EV EWED F(SR o CODE CO' \P LANCE ''Ifl! OCT 062010 City oo Tukwila BUILDING nnosInN NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC pr2t, IF( T 0 S' -0" I' -O" ��rll,' / Nay 411r E s , A501 OA ' NM MI II ME IIIII L 11/2 ILLUMINATED 'ARDEN B' SI6NA5E. SEE DETAIL I /A50I FOR MORE INFORMATION 0 - wirm rie .,.. ■ _ /2" ALUM. ANGLE POWDER - COATED ITE, ALL 4 SIDES /2" REVEAL POWDER - COATED ITE PANEL T.G.G. TO CUT PANEL OWN TO SIZE IN FIELD. 41-0" X 81-0"Q9 PANEL WITHOUT SEAMS. T.6.G. TO NOTIFY ARCHITECT IF SIZE GM NOT BE MAINTAINED. PREFABRICATED SHELF. SEE MANUFACTURER SHOP DRAWINGS FOR MORE INFORMATION. II T.G.G. TO PAINT EXPOSE EDGE, TYP. 0 PREFABRICATED BAGKWRAP. SEE MANUFACTURER'S SHOP DRAWINGS FOR MORE INFORMATION. NOTE: BAGKWRAP AND SHELF COME PREFABRIGAED. XI PANEL SYSTEM, REVEAL. AND ANGLES ALL PROVIDED AND INSTALLED BY T.G.G. ELEVATION - BACKWRAP ELEVATION SCALE ur • ro GONTRYMR"5 NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWIN65. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH TI•E PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE FLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A50I, A6OO - MO5 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. 223 FINISH KEY NOTES 3...4 f O CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.WHT.I224 al II BASE 0431-60 "ALABASTER" CD6" VINYL I/8" BASE JOHNSONITE COLOR: "50- WHITE" (800) 84141-86116 IDGYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. mASIAN SAND * 52K -I8 BY WILSONART (FOR REFERENCE ONLY) © ALABASTER #0431 -60 BY WILSONART (FOR REFERENCE ONLY) TBD • MELAMINE PANEL BY: PANOLAM INDUSTRIES BLAND NEI6E #5417 FINISH: SATIN (FOR REFERENCE ONLY) 0 METAL POWDER COATING TO MATCH TIGER DRYLAC '30W/g0560 PAINT IP) 0 BENJAMIN MOORE 'MUSLIN' 4tOG -12 SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'SOFT CHAMOIS' #OG-13 SEE FIO1 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' 412000 -'70. SEE F1O1 FOR FINISH TYPE. (Pz BENJAMIN MOORE 'DISTANT GRAY' 43OG-68 SEE FIO1 FOR FINISH TYPE. BENJAMIN MOORE "CHANTILLY LACE' VC-85. SEE F1O1 FOR FINISH TYPE. MALL GOVE'RIN651R) RI WA COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE 14.56134 BY GROWN WALLGOVERIN6 REP: DINETTE LAMOUREX 514 - 351 -61135 COLLECTION: ANTONIA VELLA DOLOR: BELLA ROSE 41L56157 BY GROWN WALLGOVERING REP: DINETTE LAMOUREX 514 - 351 -41135 COLLECTION: WALT DISNEY SIGNATURE #W1224125 DIST. BY. YORK WALLGOVER. FLOORING (r) TI CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" #ODRD.V HT.1224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT Y.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME:'SANDRIFT WHITE" SHEET TILE TO MATCH V.G.T. (DNA 0 F2 ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" 4$2000 -10 N/A O AAN CHESTFUT WITH NATURAL FINISH SIZE: 4' -0" X IO' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514 - 147 -1221 OCUSTOM DECORATIVE P BY GTA. SIZE: 4' -0" X 12' -0" REFLECTIONS MIRROR XI COLOR: GOLD #IGO45 BY EVONIK GYRO DIST. BY: DENNY THERRIEN qO5- 685 -23411 OACRYLIC PANEL DOLOR: OPAL PLEXIGLASS PANEL DOUBLE SIDED - I/8" THK. PATTERN: SILK HORIZON DOLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866 - 877 -I4g5 _EV EWED F(SR o CODE CO' \P LANCE ''Ifl! OCT 062010 City oo Tukwila BUILDING nnosInN NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC pr2t, IF( T 4' -6" TYP. ( EXACT ODIMENSIONS)R FITTING ROOM MIRROR PREFINISHED DOOR A603 FITTING ROOM HOOK CENTER ON DOOR 1' -2' FROM TOP. FITTING ROOM HANG BAR 4 SHELF 2" X 2" X 4' -0 "H. PREFABRIGA� CORNER GUARD, PROVIDED BY TENANT, INSTALLED BY T.6.G. SEE DETAIL 3/FI00 FOR MORE INFORMATION. LAYAWAY SURFAGE MOUNTED STANDARD SEE DETAIL 6/A603. EQ. EQ. TYP. FilliNG ROOM PLAN SCAB yr ■ 1-0' O '3- FITTING ROOM P TITION P4 w v IL 9 T.G.G. TO CAULK W/ CLEAR SILICONE CONTINUOUS ON ALL (4) SIDES BETWEEN MIRROR 4 WAIL ecEE DETAIL 7/A603 IL 0 4' -0" MIRROR T.6.G. TO PROVIDE BLOCKING AS NEEDED FOR INSTALLATION �F HAN6BAR. o2 - FITTING ROOM MIRROR FITTING ROOM HANGBAR 4 SHELF. PREFINISHED T.6.G. TO PRE -DRILL HOLES TO PREVENT SPLITTING THE WOOD TYP. INTERIOR FITTING RM. ELEV. Et SCALE uz - ra FITTING ROOM HOOK ENTER ON DOOR I' -2' ROM TOP BOTH SIDES JVGHORED IN A MANNER S TO BE PERMANENT \ ' /r ROUGH O'PENING /I/ 10 0 i. E N OPEN A603 r `r Pottitc)i PO la 0 patv+40 � 6 ? 1 41 co 1 - ;? t - ® o `' o in i A603 5 A603 + PREFINISHED DOOR A603 FITTING ROOM HOOK CENTER ON DOOR 1' -2' FROM TOP. FITTING ROOM HANG BAR 4 SHELF 2" X 2" X 4' -0 "H. PREFABRIGA� CORNER GUARD, PROVIDED BY TENANT, INSTALLED BY T.6.G. SEE DETAIL 3/FI00 FOR MORE INFORMATION. LAYAWAY SURFAGE MOUNTED STANDARD SEE DETAIL 6/A603. EQ. EQ. TYP. FilliNG ROOM PLAN SCAB yr ■ 1-0' O '3- FITTING ROOM P TITION P4 w v IL 9 T.G.G. TO CAULK W/ CLEAR SILICONE CONTINUOUS ON ALL (4) SIDES BETWEEN MIRROR 4 WAIL ecEE DETAIL 7/A603 IL 0 4' -0" MIRROR T.6.G. TO PROVIDE BLOCKING AS NEEDED FOR INSTALLATION �F HAN6BAR. o2 - FITTING ROOM MIRROR FITTING ROOM HANGBAR 4 SHELF. PREFINISHED T.6.G. TO PRE -DRILL HOLES TO PREVENT SPLITTING THE WOOD TYP. INTERIOR FITTING RM. ELEV. Et SCALE uz - ra FITTING ROOM HOOK ENTER ON DOOR I' -2' ROM TOP BOTH SIDES JVGHORED IN A MANNER S TO BE PERMANENT \ ' /r ROUGH O'PENING /I/ 10 0 i. E N OPEN A603 r V : Pottitc)i PO la 0 patv+40 � 6 ? 1 41 co = ' ;? t Rol 674 Pt �_l�j 063 4 P 114 # 1090 ib°4: INI■vAlla 1116,41 0 i OPEN + CENTER OF LIGHT _I IPA\ < 0• Y& I L a © e rn�1,�a OPEN OPEN TYP. L(52)TYP. L(B2)TYP. 2 "X2 "X4'-0"WHITE JINYLE CORNER GUARD 'ROVIDED AND NSTALLED BY T.6.G. DETAIL 3/FI00. a INISHED DOOR 4 FRAME DETAIL I3/A603 FOR RE INFORMATION. TYP. EXTERIOR FIlliNG ROOM ELEV. SCALE yr - 1-0' 4 INTERIOR OF FITTING ROOM 3 5/8' MTL. STUDS TO DECK. 6YP. BD. INTERIOR OF FITTING, ROOM TOP OF PARTITION DETAIL SCALE 3' ..11-0' SEE SHT. AI00 FLOOR PLAN 4 SCHEDULES FOR DOOR SIZES 4 HARDWARE HOOK CENTERED ON FITTING ROOM DOOR I' -2" FROM TOP OF DOOR n PREFINISHED DOOR 4 FRAME LEVER HARDWARE 0 - 40" A.F.F. 5/8" GYP. BD. ON p4 3 5/5" MTL. STUDS SEC11ON THRU FIlliNG RM. DOOR \ \ 4' -0" 1/4" CLEAR MIRROR WITH CLEAR SEALANT (CONT) ALL FOUR (4) SIDES OPEN EQ. FITTING ROO PARTITION P4 0 i- TYP. INTERIOR FIlliNG RM. ELEV. SCALE ve - ra 4' -O" MIRROR TO HAVE ROUNDED --\ 4 POLISHED EDGES J MOLDING, FINISH US3 -605 BRIGHT BRASS' ® TOP 4 BOTTOM in ELEVATION A NOTE: MIRROR SUPPLIED 4 INSTALLED BY T.G.G. ELEVATION B FITTiNG RM. MIRROR ELEV. SCALE 1/2' 2' -0" 4 7/8" MIN. 3/4" MDF BOARD LAMINATED W/O O O 2" x 2" CONT. WOOD BLOCKING FILL JOINT PV CLEAR SEALANT (CONT) TYP. 6'XI6 "GA. CONTINUOUS STEEL STRAP BACKING (TYP. ® 3 SIDES) 2 "X2" X 1/4" STEEL ANGLE (TYP. 0 SIDES) ANCHOR TO METAL STRAPS WITH 1 1/2" TOGGLE BOLTS ® q" O.G. BENCH DETAIL SCALE: 11/2' - 1-0' PREFINISHED DOOR - 4 FRAME LEVER HARDWARE ® 341" A.F.F. TYP. INTERIOR FITTiNG RM. ELEVa SCALE yr • .-o I X 4 WD. FURRING STRIP. T.G.G. TO PAINT FURRING STRIP TO MATCH FINISH. WALL STANDARD PROVIDED SEE A50I FOR MORE INFO. I X 4 WD. FURRING STRIP. T.G.G. TO PAINT FURRING STRIP TO MATCH WALL FINISH. LAY AWAY DETAIL SCALE 1/2' 1-0' \ /r ROUGH O'PENING /I/ 10 _t OPEN A603 r BOTTOM OF GYP. BO. CEILING 11-0" OPEN OPEN B.O. P. B. CEILING 61-0" 6.0. F. BD. CEILING 6-0" .L e /FITTING ROOM PARTITION p4 0 i PREFINISHED DOOR - 4 FRAME LEVER HARDWARE ® 341" A.F.F. TYP. INTERIOR FITTiNG RM. ELEVa SCALE yr • .-o I X 4 WD. FURRING STRIP. T.G.G. TO PAINT FURRING STRIP TO MATCH FINISH. WALL STANDARD PROVIDED SEE A50I FOR MORE INFO. I X 4 WD. FURRING STRIP. T.G.G. TO PAINT FURRING STRIP TO MATCH WALL FINISH. LAY AWAY DETAIL SCALE 1/2' 1-0' \ /r ROUGH O'PENING /I/ 0 in e r OPEN OPEN B.O. P. B. CEILING 61-0" 6.0. F. BD. CEILING 6-0" °01 p,��oJ r01 c34PcS4 P."1 ` �� 0 41P<>%°#(11 S3114 F14.< >1 6 4 a'f1 I 6 - Oic S,'.41 ► 1/01 I lk >#1, la 0 c3,4 P+% S i IO%4 i, 4 ,, OPEN 2' -1 " , /r ROU6H OPEN1N6 /I/ 0 in e r OPEN \ . . . \ . . 6.0. F. BD. CEILING 6-0" I 6 - Oic S,'.41 ► 1/01 I lk >#1, la 0 c3,4 P+% S i IO%4 A .11_ Out ,, 0. c 0 0 CI LNG ROOM DOOR ELEVATIONS etas yr - 1-0' r I/4" CLEAR MIRROR W/ SEALANT ALL SIDES PROVIDED BY T.6.G. 5/8" GYP. BD. ON 3 5/6" MTL. STUDS J MOLDING, FINISH U53 -605 'BRIGHT BRASS' 0 TOP 4 BOTTOM FINISH VARIES. SEE FI01. CLEAR SILICONE cv CAULK rrp!O\ TYP. INTERIOR FITTING RM. ELEV. w v m 0 SCALE 1/2 - 1-0' b%� z23 FITTING ROOM FlTfING MIRROR DETAIL SCALE 31 - f-o' GONIRI GTOR"S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING SI05. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC, STORE. DETAIL SHEETS A50I, MOO - A6O5 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.G.G. TO CAULK AROUND ALL BASEBOARDS, BACKERS, POOR FRAMES AND PARTITION ANGLES WITH CLEAR SILICONE CAULK. NOTE: T.6.G. TO CAULK WITH CLEAR SILICONE, WITHIN FITTING ROOM, ALL POSSIBLE CRACKS TO PREVENT FUTURE STORE THEFT. FINISH KEY NOTES ECM. BI CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.NHT.1224 :: B2 #D 3 -60 'ALABASTER" 6-8 6" VINYL I /8' BASE JOHNSONITE COLOR: "50- WHITE" (600) 6qq -8916 CEILING (G) GI GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MAMA/ MA/ CDASIAN SAND 117952K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D3I -60 BY WILSONART (FOR REFERENCE ONLY) OTBD 0 MELAMINE PANEL BY: PANOLAM INDUSTRIES SLANG NEIGE 415417 FINISH: SATIN (FOR REFERENCE ONLY) M MI METAL POWDER COATING TO MATCH TIGER DRYLAC $30q/g0560 PAINT 16 0 BENJAMIN MOORE 'MUSLIN' #OG -I2 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' 11OG -I3 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' 442000 -70. SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'DISTANT GRAY' 11OG-68 SEE F101 FOR FINISH TYPE. swum= COLLECTION: ANTONIA VELLA FI COLOR: BELLA ROSE 11156134 BY GROWN WALLGOVERIN6 F2 REP: DINETTE LAMOUREX 5I4 -351 -9135 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE 11L56I57 BY GROWN WALLGOVERING REP: GINETTE LAMOUREX 514 - 351 -9135 COLLECTION: WALT DISNEY SIGNATURE #WD2125 DIST. BY. YORK WALLGOVER. n_0ZINb fl') TI BENJAMIN MOORE "CHANTILLY LACE" 110G -65. SEE FI01 FOR FINISH TYPE. T2 O y1ALL •OVERIN6G fl) O RI WA T3 8 CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" 11OD.RD.WHT.I224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT V.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME: "SANDRIFT WHITE" SHEET TILE TO MATCH V•G•T• WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 WA VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X 10' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514- 747 -7221 CUSTOM DECORATIVE PANEL BY GTA. SIZE: 4' -0" X 12' -0" REFLECTIONS MIRROR COLOR: GOLD #IG045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -23gI X2ACRYLIC PANEL COLOR: OPAL OPLEXIGLAS'S PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866- 877 -1485 'ILMEAr'r OR CODE 0 €! { VARIAN E: OCT 0 P, i] CitY of Tikpaila BUILDING nwnzlnro NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC PRIG_ FM' . . . ''.. I" , 7 7 0' x .' . : ' - , ? ! 3 , . : . 3 • , ' ,•' ' , , . . . 1 3.''. '''' ': !' 3. 233' 4 . 3., 1-2 4%, • "Ig ,f,' -3.3, 4 0,2 S. ' ! 3 3: , - - . ' 3 , 3 1 3 . - % - , 3 3 - , ' 3 7 i 22- ' i- .'. „ REV! DATE 1 DEsCRIPTION NAME i , .- • .• , • - , >: , „, , ? , , f 1 , . i ., , - 1 :i RO.GISTRATION SEAL , , % 1 , :: :,. -: ------T-----------r i - , : , , : 3 * 1 :: 3 • . - 3 . . III- „„ ' % 1 4 3' 3 3 3-- • 3 , 3 % % , % , 4 , , 3. 3 . ' %`;W:V` 4724;A •* 1 •,',' -- z-----4---- ', • •A'RetirrEar"1"--- PROJECT Na 100840 , t , MALL , : • SOU:I-I—CENTER MALL: . ,• .: : , , , , : :• t_______.„,..,,„„ !•:•:z il.„,N ..6,...,,r---i :: : < :11° DRAWN BY MR :: c ii 73 ; -----G7- 1 .: . i . ,:l t , £ i.. .: , , . , : . : . , , ' f , ' ! , , , ! , 5 , , Z ,- , , : • : 1 . , , , 5 , k ,: ! ! , , i , , , 1 , 5 , . : 1 .Z. WO , ,, *7: - .>: , • ' ,. . 6897 RtGlsTERLD : .:: , ,.; ... ,.,. ..: : .... . , Own MN :' .:.,4"./.. „..........,,_ ..........., ii.....,..,_ : : . : , • ,..i . , ,..• 0) CHECKED BY: JRB •.. . ” 0 -4,-. : -rj-, co ...‹. ..:, -.. r+J ,_, ••: : ; - 2800 SOUTIACENTERIBLVID , . : 1111 , , : , , 1 1 I 1 3 3 4 .,-,... MI , , , . , , IMI : „ , . , , „ „ e ,,,._,,..A.,....„.. .,:: • •••,..y,,„ ,,.. , .„„ % , . „„:: : .„4,_, ; • ..., ,,.. ..,, , , , 1 : „. .i . .........„.„.„. ....I..., 1 - i. 0 ISSUE DATE: , • ,-.• CD ' t...4 ri cm ›,. --------4----- - SEATTLE 1WAi98188 1 , , 1 f. . , , , , 1 I ..i , , , k 5 5 I.F21 1: ! , 1 ! i • . IM 6 i I 1:::1,..1. i:: ..,...„.41.:-. :::,,,: ::. . , il IN C 0 IR P 13•Its•A:T RATED , , . , , : , ) .: ., • , , EDE' • • NING 1..- , , , 0 i' 1! 1-[NGTON CA) , PO 08/03/10 i , : „„,,, „ „„ , , : , , , 1 , 1 , 1 . : , , , : , , , - , , I , :.: , , , , , 1 , , : 1 , . , , „„ , t.. ,„,...., ,..,„_„.,1„.„„ , „.„„1. „,..„.i. i .: , 3 , ' ARCHITECTURE • INGINEERINGi : • ii STORE PLAN iSkl N T L.1011,1S1/ XI At L A S / L A ! WE GA VEGAS . . , . , . , - , i -.: :,. 3 .3 2. 4 3 i 3 3 3 ! 3 3 3 % 3 3 3 3 , 3 3 2 : • 3 3 3 3 1 3 , ,: , 3 , 3 ! 2'2 , , 4 3 1 . % 4 3 3 , 3 3 „ 7 3 % , 3 , , .3 3 3 3 3 3 ' 3 , ' .3i 3 3 4 .3 3 , 3 , 1 3 3 3 ' 1950 CRAIQR AQ,s„. SUITE 30a :., , ,, , , „. ! i TYPICAL FITTING ROOM DETAILS „ : ..: ,.., • , , , , , , , . , .• , . : , , :: 3 „ 3 3 3 , , SV LOUIS MO 631146 i , ...: , . :, 1 PH 014) 415-2400 1 FAx (314) 415—R3001 , • • - I • : 3 : i 3 3 ' • ; . ; . ' 1 W W WI. arcw:com OPEN 0 in e r Q \ . . . \ . . in A .11_ Out OPEN o ■ L rrp!O\ TYP. INTERIOR FITTING RM. ELEV. w v m 0 SCALE 1/2 - 1-0' b%� z23 FITTING ROOM FlTfING MIRROR DETAIL SCALE 31 - f-o' GONIRI GTOR"S NOTES: I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING SI05. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC, STORE. DETAIL SHEETS A50I, MOO - A6O5 ARE GENERAL AND MAY OR MAY NOT BE STORE SPECIFIC. 3. T.G.G. TO CAULK AROUND ALL BASEBOARDS, BACKERS, POOR FRAMES AND PARTITION ANGLES WITH CLEAR SILICONE CAULK. NOTE: T.6.G. TO CAULK WITH CLEAR SILICONE, WITHIN FITTING ROOM, ALL POSSIBLE CRACKS TO PREVENT FUTURE STORE THEFT. FINISH KEY NOTES ECM. BI CERAMIC TILE BASE 12' X 24" BY OLYMPIA "ROSEDALE WHITE" # OD.RD.NHT.1224 :: B2 #D 3 -60 'ALABASTER" 6-8 6" VINYL I /8' BASE JOHNSONITE COLOR: "50- WHITE" (600) 6qq -8916 CEILING (G) GI GYP. BD. CEILING, HEIGHT VARIES - SEE PLAN. PAINT CEILING AS SPECIFIED ON AIOI. MAMA/ MA/ CDASIAN SAND 117952K -I8 BY WILSONART (FOR REFERENCE ONLY) L2ALABASTER #D3I -60 BY WILSONART (FOR REFERENCE ONLY) OTBD 0 MELAMINE PANEL BY: PANOLAM INDUSTRIES SLANG NEIGE 415417 FINISH: SATIN (FOR REFERENCE ONLY) M MI METAL POWDER COATING TO MATCH TIGER DRYLAC $30q/g0560 PAINT 16 0 BENJAMIN MOORE 'MUSLIN' #OG -I2 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE SOFT CHAMOIS' 11OG -I3 SEE FI01 FOR FINISH TYPE. BENJAMIN MOORE VOILE PINK' 442000 -70. SEE F101 FOR FINISH TYPE. BENJAMIN MOORE 'DISTANT GRAY' 11OG-68 SEE F101 FOR FINISH TYPE. swum= COLLECTION: ANTONIA VELLA FI COLOR: BELLA ROSE 11156134 BY GROWN WALLGOVERIN6 F2 REP: DINETTE LAMOUREX 5I4 -351 -9135 COLLECTION: ANTONIA VELLA COLOR: BELLA ROSE 11L56I57 BY GROWN WALLGOVERING REP: GINETTE LAMOUREX 514 - 351 -9135 COLLECTION: WALT DISNEY SIGNATURE #WD2125 DIST. BY. YORK WALLGOVER. n_0ZINb fl') TI BENJAMIN MOORE "CHANTILLY LACE" 110G -65. SEE FI01 FOR FINISH TYPE. T2 O y1ALL •OVERIN6G fl) O RI WA T3 8 CERAMIC TILE - I2 "X24" BY: OLYMPIA "ROSEDALE WHITE" 11OD.RD.WHT.I224 MALL TILE - MATCH COLOR, PATTERN, AND GROUT V.G.T. FLOORING 12" X12" ARMSTRONG COLOR: #51858 NAME: "SANDRIFT WHITE" SHEET TILE TO MATCH V•G•T• WA ADHESIVE FILM FINISH TO MATCH BENJAMIN MOORE 'VOILE PINK" #2000 -10 WA VENEER AFRICAN CHESTNUT WITH NATURAL FINISH SIZE: 4'-0" X 10' -0" BY: MAGO MILLWORK ATTN: DOMENIC MA 514- 747 -7221 CUSTOM DECORATIVE PANEL BY GTA. SIZE: 4' -0" X 12' -0" REFLECTIONS MIRROR COLOR: GOLD #IG045 BY EVONIK GYRO DIST. BY: DENNY THERRIEN q05- 685 -23gI X2ACRYLIC PANEL COLOR: OPAL OPLEXIGLAS'S PANEL DOUBLE SIDED - I /8" THK. PATTERN: SILK HORIZON COLOR: WHITE BY: LUMIGRAPH DIST. BY: K. ALEXANDRE MARTIN -MAYER 866- 877 -1485 'ILMEAr'r OR CODE 0 €! { VARIAN E: OCT 0 P, i] CitY of Tikpaila BUILDING nwnzlnro NOTE: THESE ARE TYPICAL FINISHES. ALL FINISHES MAY OR MAY NOT BE USED WITH THIS SPECIFIC PRIG_ FM' . . . ''.. I" , 7 7 0' x .' . : ' - , ? ! 3 , . : . 3 • , ' ,•' ' , , . . . 1 3.''. '''' ': !' 3. 233' 4 . 3., 1-2 4%, • "Ig ,f,' -3.3, 4 0,2 S. ' ! 3 3: , - - . ' 3 , 3 1 3 . - % - , 3 3 - , ' 3 7 i 22- ' i- .'. „ REV! DATE 1 DEsCRIPTION NAME i , .- • .• , • - , >: , „, , ? , , f 1 , . i ., , - 1 :i RO.GISTRATION SEAL , , % 1 , :: :,. -: ------T-----------r i - , : , , : 3 * 1 :: 3 • . - 3 . . III- „„ ' % 1 4 3' 3 3 3-- • 3 , 3 % % , % , 4 , , 3. 3 . ' %`;W:V` 4724;A •* 1 •,',' -- z-----4---- ', • •A'RetirrEar"1"--- PROJECT Na 100840 , t , MALL , : • SOU:I-I—CENTER MALL: . ,• .: : , , , , : :• t_______.„,..,,„„ !•:•:z il.„,N ..6,...,,r---i :: : < :11° DRAWN BY MR :: c ii 73 ; -----G7- 1 .: . i . ,:l t , £ i.. .: , , . , : . : . , , ' f , ' ! , , , ! , 5 , , Z ,- , , : • : 1 . , , , 5 , k ,: ! ! , , i , , , 1 , 5 , . : 1 .Z. WO , ,, *7: - .>: , • ' ,. . 6897 RtGlsTERLD : .:: , ,.; ... ,.,. ..: : .... . , Own MN :' .:.,4"./.. „..........,,_ ..........., ii.....,..,_ : : . : , • ,..i . , ,..• 0) CHECKED BY: JRB •.. . ” 0 -4,-. : -rj-, co ...‹. ..:, -.. r+J ,_, ••: : ; - 2800 SOUTIACENTERIBLVID , . : 1111 , , : , , 1 1 I 1 3 3 4 .,-,... MI , , , . , , IMI : „ , . , , „ „ e ,,,._,,..A.,....„.. .,:: • •••,..y,,„ ,,.. , .„„ % , . „„:: : .„4,_, ; • ..., ,,.. ..,, , , , 1 : „. .i . .........„.„.„. ....I..., 1 - i. 0 ISSUE DATE: , • ,-.• CD ' t...4 ri cm ›,. --------4----- - SEATTLE 1WAi98188 1 , , 1 f. . , , , , 1 I ..i , , , k 5 5 I.F21 1: ! , 1 ! i • . IM 6 i I 1:::1,..1. i:: ..,...„.41.:-. :::,,,: ::. . , il IN C 0 IR P 13•Its•A:T RATED , , . , , : , ) .: ., • , , EDE' • • NING 1..- , , , 0 i' 1! 1-[NGTON CA) , PO 08/03/10 i , : „„,,, „ „„ , , : , , , 1 , 1 , 1 . : , , , : , , , - , , I , :.: , , , , , 1 , , : 1 , . , , „„ , t.. ,„,...., ,..,„_„.,1„.„„ , „.„„1. „,..„.i. i .: , 3 , ' ARCHITECTURE • INGINEERINGi : • ii STORE PLAN iSkl N T L.1011,1S1/ XI At L A S / L A ! WE GA VEGAS . . , . , . , - , i -.: :,. 3 .3 2. 4 3 i 3 3 3 ! 3 3 3 % 3 3 3 3 , 3 3 2 : • 3 3 3 3 1 3 , ,: , 3 , 3 ! 2'2 , , 4 3 1 . % 4 3 3 , 3 3 „ 7 3 % , 3 , , .3 3 3 3 3 3 ' 3 , ' .3i 3 3 4 .3 3 , 3 , 1 3 3 3 ' 1950 CRAIQR AQ,s„. SUITE 30a :., , ,, , , „. ! i TYPICAL FITTING ROOM DETAILS „ : ..: ,.., • , , , , , , , . , .• , . : , , :: 3 „ 3 3 3 , , SV LOUIS MO 631146 i , ...: , . :, 1 PH 014) 415-2400 1 FAx (314) 415—R3001 , • • - I • : 3 : i 3 3 ' • ; . ; . ' 1 W W WI. arcw:com • -1 1 i -21 SYS. #1 SYS. #2 A -15 7- LOCATE AS HIGH AS POSSIBLE 10 A -29 O ROUTE THRU CONTACTOR SEE SHEET E400. A -5 A -5 4 fl stt A -15 0 B -7 B -2,4,6 © A -15 A -23 A -19 A -1T B -9 J a / J z CL B -9 AHU- - - MOM -r J - f HP -1 A -21 SYS. #1 SYS. #2 PARTIAL POWER PLAN SCALE: 1/4' - Ib' SOUND SYSTEM LEGEND SP CEILING SPEAKER. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. AUDIO EQUIPMENT LOCATION. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. E WALL MOUNTED VOLUME CONTROL. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. VC ALL SPEAKER CABLE TO BE WHITE 18 AWG, 2 CONDUCTOR, PLENUM RATED. ALL AUDIO SIGNAL WIRE TO BE 22 AWG, 2 CONDUCTOR W /SHIELD. GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 2. ALL CONDUITS ARE TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. CONDUITS IN EXPOSED CEILING AREAS SHALL EXIT WALLS AS CLOSE TO ROOF /FLOOR STRUCTURAL DECK AS POSSIBLE. 3. ANY EXISTING MATERIALS OR EQUIPMENT NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY THROUGH THE LANDLORD'S DESIGNATED AND APPROVED HAULER. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED WITHOUT WRITTEN PERMISSION OF THE LANDLORD. 4. ANY PENETRATIONS THROUGH FIRE RATED WALLS NEED TO BE APPROPRIATELY FIRE STOPPED TO RETAIN THE WALL'S RATING. 5. CONTRACTOR SHALL ENSURE LOADS BETWEEN PHASES ON PANEL BOARDS ARE BALANCED WITHIN 10 %. 6. ALL LOW VOLTAGE WIRING IN CEILING PLENUM (INCLUDING TELEPHONE. DATA, ALARM AND TEMP. CONTROL WIRING) SHALL BE UL LISTED TEFLON PLENUM CABLE. SYS. #1 SYS. #2 ROUTE II-0U CONTACTOR SEE SHEET E400. A -5 A -5 15 A -3 4 f3 '.5 1 L_ i 10) A -7 PARTIAL POWER PLAN SCALE: 1/4' - ra GENERAL SPEAKER NOTES 1. G.0 /E.0 RESPONSIBLE FOR PROVIDING AND INSTALLING ELECTRICAL OUTLETS AND CONDUIT. 2. REFER TO EQUIPMENT OWNER'S AND INSTALLATION FOR ADDITIONAL DETAILS. 3. ALL HANGING HARDWARE TO BE WHITE AND INCONSPICUOUS. 4. ALL EXPOSED CABLE AND /OR CONNECTORS TO BE WHITE AND INCONSPICUOUS. USE ALL MEANS NECESSARY TO ENSURE NO CABLES ARE VISIBLE. GENERAL NOTES 1. MOUNT ELECTRICAL PANELS ON PLYWOOD BACKER BOARD(S). 2. THE T.E.C. IS REQUIRED TO MAKE A FIELD SURVEY OF THE EXISTING ELECTRICAL SERVICE AND IS RESPONSIBLE FOR MAKING ALL MODIFICATIONS REQUIRED TO INSURE THAT THE TOTAL LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. ANY UPGRADES ARE AT G.C. EXPENSE. - CABLE TYPES AC AND NMC ARE NOT ACCEPTABLE. - ALL WIRE SHALL BE COPPER. - GROUND SEPARATELY DERIVE SERVICE. INCLUDE BUILDING STEEL IN GROUND IF POSSIBLE. - CIRCUIT BREAKERS SHALL BE BOLT -TYPE. - ANY FLEXIBLE CONDUIT SHALL NOT EXCEED 5' -0" IN LENGTH. - NEW ELECTRICAL WIRING MUST BE KEPT AS "INTERIOR" WIRING AND MUST BE COORRDINATED WITH MALL MANAGEMENT. -ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY A 7 -DAY TIME CLOCK. 3. APPROVAL OF TENANT'S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS BY THE LANDLORD DOES NOT RELEASE THE TENANT OR THE TENANT'S CONTRACTOR FROM COMPLYING WITH THE LEASE AGREEMENT AND ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS. 4. NOTHING IS PERMITTED TO BE ATTACHED TO, OR SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. G.C. SHALL BE REQUIRED TO FRAME, BRACE AND /OR SUSPEND, AS NEEDED. TO /FROM THE TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. 5. COORDINATE ALL FLOOR CUTS WITH ON SITE FACILITY MANAGER. IT IS THE G.C. RESPONSIBILITY TO TAKE ANY PRECAUTIONS NECESSARY TO INSURE THAT ANY UNDERGROUND UTILITIES, ETC. ARE NOT DAMAGED DURING FLOOR CUT OUT. ANY DAMAGE SHALL BE REPAIRED AT G.C. EXPENSE. 6. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY ALL ELECTRICAL CONDITIONS. 7. NO UTILITIES IN THE DEMISING PARTITIONS. 8. COORDINATE ALL FLOOR CUTS WITH ON SITE; PERSONNEL. 9. STOREFRONT RECEPTACLE SHALL BE BLACK WITH BLACK FACEPLATES. L 223 POWER KEYED NOTES 0 0 0 0 PROVIDE ROUGH -IN ABOVE CEILING AND FINAL CONNECTION TO ILLUMINATED SIGN. PROVIDE DISCONNECT SWITCH AS REQUIRED BY N.E.C. 600. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. CIRCUITS SHALL NOT SHARE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANELBOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE CONDUIT FOR GROUNDING AS THIS MAY NOT BE CONTINUOUS. CASH REGISTER CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. PROVIDE A SQUARE 'D' #SDSA1175 SURGE ARRESTER FOR P.O.S. CIRCUIT. PROVIDE (7) CONDUITS, (1) DEDICATED P.O.S CIRCUIT, (1) FOR P.O.S. WIRING TO STOCKROOM PC, (1) EMPTY W /PULLSTRING TO WIRELESS ROUTER FOR INTERNET, (1) FOR GENERAL POWER CIRCUIT, (1) CAT 5 CABLE FOR INTERNET AND FOR PHONE LINES, (1) FOR PEOPLE COUNTER, AND (1) FOR FUTURE USE. ROUTE CONDUITS AS SHOWN ON PLAN DOWN WALL OR COLUMN AND BY CORE DRILLING FLOOR. PATCH FLOOR AS REQUIRED. E.C. SHALL FIELD VERIFY EXACT CONFIGURATION AND LOCATIONS WITH G.C. E.C. SHALL PROVIDE AND INSTALL P.O.S. RECEPTACLE HUBBELL 4 -PLEX #IG420 AND GENERAL USE DUPLEX RECEPTACLE FOR MISC. POWER. J -BOXES FOR RECEPTACLES SHALL BE SURFACE MOUNTED ON INSIDE OF THE CASHWRAP AT 18" A.F.F. O5 E.C. SHALL PROVIDE AND INSTALL QUAD PLEX RECEPTACLE AND TELEPHONE OUTLET MOUNTED AT 18" A.F.F. FIELD VERIFY EXACT CONFIGURATIONS AND LOCATIONS WITH FIXTURE INSTALLER AND G.C. 0 E.C. SHALL PROVIDE AND INSTALL QUAD RECEPTACLE MOUNTED AT 18" A.F.F. AT BACKWRAP. 0 0 10 J -BOX FOR SIGN MOUNTED IN WALL DISPLAY AT 5' -0" A.F.F. FIELD VEIRY DATA AND POWER LOCATIONS. E.C. SHALL PROVIDE AND INSTALL A J -BOX WITH 5 PHONE OUTLETS AND A SEPARATE J -BOX WITH A SINGLE PHONE OUTLET. BOTH ARE TO BE MOUNTED 18" A.F.F. AT FIRST P.O.S. CABINET. 1" C. TO T.T.B. W/ CAT 5 CABLE FOR INTERNET. E.C. SHALL LEAVE 3' EXCESS CABLE AT T.T.B. & CASH WRAP. E.C. SHALL PROVIDE AND INSTALL (2)3/4" CONDUITS. ONE WITH CABLE FROM FIRST P.O.S. CABINET TO PC FIXTURE IN THE STOCK ROOM. THE OTHER SHALL BE INSTALLED EMPTY WITH A PULLSTRING TO J -BOX LOCATED ABOVE FITTING ROOM DOOR. REFER TO DETAIL ON SHEET E300. JUNCTION BOX WITH PULLSTRING AND 3/4" CONDUIT FOR PEOPLE COUNTER ABOVE FRONT DOOR. MOUNT ON INSIDE OF STOREFRONT SOFFIT AS HIGH AS POSSIBLE. CONDUIT SHALL TERMINATE AT REGISTERS. SEE DETAILS 2 AND 3 ON SHEET E300 FOR MORE INFORMATION. E.C. SHALL PROVIDE (2) COMPLETE DOOR BELL SYSTEMS AS FOLLOWS: SYSTEM 1:24V. PUSHBUTTON, EDWARDS #1786, MTD. AT 48" A.F.F. AT REAR EXIT DOOR, CONNECTED TO 24V. TRANSFORMER EDWARDS #592, MOUNTED 10' -0" A.F.F. IN STOCKROOM AS SHOWN. TRANSFORMER TO BE CONNECTED TO (2) BELL UNITS. EDWARDS #13 -1G1 FIRST BELL UNIT TO BE LOCATED IMMEDIATELY ADJACENT TO TRANSFORMER IN STOCKROOM; SECOND BELL UNIT ABOVE SUSPENDED SOFFIT (12' -6 ") AT CASHWRAP. SYSTEM 2:24V. PUSHBUTTON, EDWARDS #1786, MOUNTED IN FRONT CASH WRAP, CONNECTED TO 24V. TRANSFORMER, EDWARDS #592 MOUNTED 10'- 0 "A.F.F. IN STOCKROOM AS SHOWN. TRANSFORMER TO BE CONNECTED TO (1) BUZZER UNIT, EDWARDS #15 -1G1, MOUNTED IMMEDIATELY ADJACENT TO TRANSFORMER. NOTE: SOUND OF BELL UNITS FOR SYSTEM 1 ARE TO BE DISTINCT FROM SOUND OF BELL UNIT FOR SYSTEM 2. 13 14 15 19 21 E.C. SHALL PROVIDE AND INSTALL QUAD RECEPTACLE MOUNTED AT 18" A.F.F. CENTERED IN CABINET FOR AMPLIFIER AND DVD SYSTEM. FIELD VERIFY EXACT LOCATION WITH G.C. SPEAKERS AND RECEIVER PROVIDED AND INSTALLED BY OTHERS. E.C. SHALL SUPPLY AND INSTALL J -BOX AND 3/4" CONDUIT WITH PULLSTRING AT RECEIVER LOCATION. ONE CONDUIT SHALL RUN INSIDE WALL UP TO STRUCTURE AND STUB OUT. PLENUM RATED SPEAKER CABLE SHALL BE PULLED TO EACH SPEAKER LOCATION BY OTHERS. CABLING SHALL BE RUN TIGHT TO STRUCTURE AND PARALLEL AND PERPENDICULAR TO STRUCTURE. 20A RATED QUAD DEDICATED RECEPTACLE WITH ISOLATED GROUND ABOVE CEILING FOR SENSORMATIC SYSTEM. THE AC SOURCE MUST BE A 3 -WIRE 24 HOUR UNSWITCHED OUTLET WITH LESS THAN 0.5 VAC BETWEEN NEUTRAL AND GROUND. PROVIDE "LOCK -ON" DEVICE ON BREAKER AT PANEL. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH G.C. AND SENSORMATIC. THIS IS NOT A TOWER SYSTEM. DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING PER N.E.C. 210 -62. DUPLEX RECEPTACLE FLUSH MOUNTED AT 15" A.F.F. DUPLEX RECEPTACLE, PHONE AND FAX OUTLETS TO BE MOUNTED AT 38" A.F.F. FIELD VERIFY EXACT LOCATIONS. E.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE /FIRE ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYSTEM, E.C. SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO /VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LAN )LORD AND /OR LOCAL FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND COORDINATE. QUADPLEX RECEPTACLE FLUSH MOUNTED AT 15" A.F.F. PROVIDE JUNCTION BOX FOR LIGHTED WALL POWER. WALL PANELS WILL BE DELIVERED TO STORE WITH RECEPTACLES AND LIGHTING PREINSTALLED. CONTRACTOR TO PLUG IN LIGHTING TO RECEPTACLES, DAISY CHAIN NICHES TOGETHER, AND HARD WIRE CHAIN OF NICHE BOXES TO CIRCUIT PROVIDED. NEW WATER HEATER SET ON PLATFORM ABOVE MOP SINK. SEE PLUMBING DRAWING P100 FOR MORE INFORMATION. PROVIDE ROUGH -IN AND FINAL CONNECTION TO NEW AIR HANDLING UNIT ABOVE CEILING. CONTRACTOR SHALL PROVIDE ROUGH -IN AND FINAL CONNECTION TO CODE REQUIRED SERVICE OUTLET AND PULL CHAIN LIGHT AT UNIT. PROVIDE ROUGH -IN AND FINAL CONNECTION TO NEW HEAT PUMP ON ROOF. CONTRACTOR SHALL PROVIDE ROUGH -IN AND FINAL CONNECTION TO CODE REQUIRED WEATHERPROOF SERVICE OUTLET. SEE SHEET M100 FOR DETAILED INFORMATION. FIELD VERIFY EXACT LOCATION OF LANDLORD TELEPHONE SERVICE STUB -IN AND EXTEND AS REQUIRED FOR CONNECTION TO TENANT TELEPHONE EQUIPMENT. PROVIDE 3/4" PLYWOOD BACKBOARD FOR MOUNTING OF NEW ELECTRICAL AND TELEPHONE EQUIPMENT. SIZE AND SECURE AS REQUIRED. PROVIDE ISOLATED GROUND DUPLEX RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. ©5 SEE ONELINE DIAGRAM ON SHEET E400. © INSTALL NEW GFCI DUPLEX RECEPTACLE AT 42" A.F.F. SEPARATE PERMIT AND APPROVAL REQUIRED 1 1 REV DATE DESCRIPTION 1 NAME ,, , , - ; 1 , - • ' , ; REGISIRATION PEAL ,‘ . ' - , : MOO S. i Grind - Suite 140 , PROJECT NO: 100840 SOUTHC :NTER MALL , , : 1 ; , „ • i , 1 ..) _ .• If Awl , St. iii4—*issouri 618 1 tarty:144A: -Plibite13:1411724: 713-4 - --- .___ .._.. ._.1_ rn DRAWN BY swE -•c-. = ' • , , - ,—, 1 i , L_• . : • — , immi CHECKED BY: wjA ,_, , _ri , 2800 SOUTHCENTER :BLVD. , , , AlkemeTket fax I WA. ) V 2-01081 . -- SEATTLE, VA 98188' : • . , .,•• : . , • • . AR 11 e a 9 ., ' 4 s , . . . St. Associate/I : , 0 ISSUE DATE: : m 4s. s; ; , . • 4.1i 08/03/10 - I -..., ----' • , 'V - • ...: • ,.-. .Con's' uitants,+_. SPACE #220 STORE #3424 : , , , , 1 , „ ,....... ..., _ --- wai-ginevirtag- „ i -zoN s; 1 _Merjaanicai . Ilectrical„fumlabri.o.....4______:„„,..:' , POWER PiliN • , , , , . . • ..•• . , , , , • • • , , . • : • . : : , • , : • • . : , , , *0 • • CI H11..KtVA RUG ..g...zoi0` BERM CE O` . H F1 1-FI1 H H F1 H F1 H Fl FIH F1 R R N R c; Ii 00 A-32 J3 A-16ft H Hk I I kH k1H A-14 W H H id7 A-16 A-6 x1GB€1 S.. co PARTIAL LIGHTING PLAN SCALE: 1/4' - 1L0' PARTIAL LIGHTING PLAN SCALE: 1/4' - b to. 22,3 CIATIVALA SFP 0.7 2010 PERMIT CENTER LIGHTING KEYED NOTES SPRINGWOUND OVERRIDE TIMERS FOR LIGHTING CONTACTOR. SEE CONTACTOR \--f DETAIL FOR WIRING INFORMATION. MODEL SHALL BE I NTERMATIC FF2H 2 HOUR OVERRIDE TO TURN LIGHTING ON WHEN TIMER IS OFF. EACH SWITCH SHALL BE MACHINE CABLED WITH DESCRIPTION OF LIGHTING CONTACTOR CONTROLLED. TOTAL OF 4 TIMERS IN THIS LOCATION. ® EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO UNSWITCHED LEG OF LOCAL AREA GENERAL LIGHTING CIRCUIT LIGHT FIXTURE SCHEDULE LAMP SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION PRESCOLITE JUNO LF6CFV32EB/ 6CFVWT MX8- 70E- 8800XC X8- 150E- 8800XC TM256WH T620WH JUNO DK390061 CORBETT I 109 -41 CORBETT CORBETT CORBETT MERCURY MERCURY LIGHTOLIER LIGHTOLIER JUNO JUNO JUNO JUNO 109 -47 109 -11 102 -12 MM- 132 -OCT- C-ELBUNI MM- 132 -OCT- C- ELBUNI -EM SL4LB254U SL4LB254U -EM T2WH T4WH 6" COMPACT FLOURESCENT VERTICAL DOWNLIGHT W /REFLECTOR METAL HALIDE DOWN LIGHT W /REFLECTOR METAL HALIDE DOWN LIGHT W /REFLECTOR METAL HALIDE RECTANGULAR FLOOD /WALL WASH TRACK HEAD METAL HALIDE TRACK HEAD W /NARROW FLOOD OPTICS NOTE VOLTS REC SUR PEN WAL LAMP/ WATTS/ FIXTURE MANUFACTURER/ A 13 X 18 CHANDELIER W/ MIRROR SHADE 31 X 20 CHANDELIER CHAMPAGNE LEAF FINISH HAND CRAFTED IRON 12 X 7 CHANDELIER CHAMPAGNE LEAF FINISH HAND CRAFTED IRON 14 X 9 CHANDELIER CHAMPAGNE LEAF FINISH HAND CRAFTED IRON 18 X 13 SCONCE POLISHED NICKEL WITH LINEN SHADE 4' FLOURESCENT STRIP FIXTURE 4' FLOURESCENT STRIP FIXTURE W /EM. BATTERY BACKUP ............................................................................................. ............................... RECESSED 4' FLOURESCENT STRIP FIXTURE RECESSED 4' FLOURESCENT STRIP FIXTURE W /EM. BATTERY BACKUP SINGLE CIRCUIT 24" WHITE TRACK SINGLE CIRCUIT 48" WHITE TRACK TE ( JUNO TC j JUNO ® X -G HIGHLITES 4jimk EM LIGHT ALARMS ® EM2 a z SURELITE T6WH T8WH T38WH T23WH BPPLED5R 2MC12G2 -ELF3- M20-M RG -1 BROAN I 680 SINGLE CIRCUIT 72" WHITE TRACK SINGLE CIRCUIT 96" WHITE TRACK 5 60 300 7 60 420 60 60 60 1 120 2 40 80 1 120 1 120 1,2,3 120 PHILIPS PLT42W/ 30/4P ALTO PHILIPS 23366 MHC70 /U /MP /3K PHILIPS 23366 MHC150 /U /MP /3K ALTO PHILIPS 22337 CDM70/T6 /830 PHILIPS CDMI25- PAR38/FL 25 PHILIPS BC6OBA9C /CL /LL PHILIPS BC6OBA9C /CL /LL PHILIPS BC60B13 /CL /LL PHILIPS BC60B13 /CL /LL PHILIPS BC4OBA9C /CL /LL 32 32 PHILIPS 24670 F32T8/TL835 ALTO LIVE END POWER FEED WHITE CENTER "MINI- CONNECTOR" FEED WHITE GREEN -WHITE LED EXIT SIGN 1,3 120 W/ EMERGENCY BATTERY PHILIPS 24670 F32T8/TL835 ALTO PHILIPS F28T5 /830 /ALTO PHILIPS F28T5 /830 /ALTO NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE 2 -HEAD WHITE EMERGENCY LIGHT W/2 20W MR16 LAMPS RECESSED EMERGENCY WITH LEAD CALCIUM BATTERY COMBINATION LIGHT AND EXHAUST FAN FOR RESTROOM 1,3 120 1,3 1 120 . LAMPS AND FIXTURES SUPPLIED BY WET SEAL AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. LIGHT FIXTURES TO BE CHAIN HUNG AT 12' -0" A.F.F. IN STOCK ROOM WHEN NO CEILING IS PRESENT. SURFACE MOUNT IF CEILING PRESENT. 3. FIXTURES SHOWN WITH CROSS -HATCH ARE TO BE NIGHT LIGHTS. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. 4. GENERAL CONTRACTOR SHALL CLEAN AND RELAMP EXISTING. FIXTURES TO REMAIN TO LIKE -NEW CONDITION. FIELD VERIFY LAMP TYPE. GENERAL CONTRACTOR TO CONTACT WETSEAL PROJECT MANAGER AT THE START OF CONSTRUCTION AND LET THEM KNOW OF THE QUANTITY OF LIGHTS FOR RELAMPING. VENDOR IS TO PROVIDE LIGHTING. INCLUDED L.E.D. INCLUDED PHILIPS 22237 60A- 52A /EW 120V PC TOWER, KEYBOARD, MOUSE, AND MONITOR PROVIDED AND INSTALLED BY OWNER VENDOR. E.C. SHALL PROVIDE AND INSTALL (2) 3/4" CONDUITS. ONE WITH CABLE FROM FIRST P.O.S. CABINET TO PC FIXTURE IN THE STOCK ROOM. THE OTHER SHALL BE INSTALLED EMPTY W /PULLSTRING TO J -BOX LOCATED ABOVE FITTING ROOM ENTRANCE AT 51" A.F.F. E.C. SHALL PROVIDE QUADPLEX RECEPTACLE FLUSH MOUNTED AT 15" A.F.F. B.O. MONITOR PC DETAIL SCALE: NONE 0 0 CO m w z 0 x a LINE OF CASH COUNTER BACK WALL SEE ARCHITECTURAL DRAWINGS FOR REFERENCES 1 " -0" 1' -0" II Ii V QUAD RECEPTACLES MOUNTED BELOW COUNTER 0 18" A.F.F. TELEPHONE RECEPTACLE MTD. BELOW COUNTER 0 18" A.F.F. REAR CASH /WRAP POWER SCALE: NONE NOTE: ALL LINES ARE CAT5 PLENUM RATED RUN TIGHT TO STRUCTURE ABOVE BY ELECTRICAL CONTRACTOR. WIRELESS INTERNET RELAY ABOVE FITTING ROOM DOOR. SEE PLAN FOR EXACT LOCATION. TIME CLOCK /PC LINE TERMINATE TIME AND ATTENDANCE P.C. AT EXISTING LOCATION OR AT LOCATION SPECIFIED ON PLANS. REG. 3 REG. 2 DSL LINE LINE FROM REG 1 TO REG 3 LINE FROM REG 1 TO REG 2 REG. 1 SEE PLATE DIAGRAM 4/E300. EE POWER SHEET E100 FOR TRENCH OR CORE DRILL REQUIREMENTS DSL WALL PLATE WITH NOISE FILTER RUN TIGHT TO STRUCTURE ABOVE BY ELECTRICAL CONTRACTOR -:1_. sji1IL114: LINE BACKUP SPARE LINE PEOPLE COUNTER BOX TABOVE STORE FRONT DOOR. SEE PLAN FOR EXACT LOCATION. EAT DROP ALL CALBES DOWN WALL INSIDE CONDUIT. ELECTRICAL CASHWRAP DETAIL scnLe NONE REGISTER 1 DATA JACKS MAIN VOICE & DSL BACKUP PHONE DATA RJ11 RJ11 T&A PC DELL PRINTER RJ45 RJ45 PEOPLE COUTNER WA KP RJ45 RJ45 REG 2 YELLOW DSL BACKUP BLUE JACK TO JACK. HU BATCH TO B (X CONNECT TO SECONDARY #) PATCH TO US ROBOTICS MODEM. DSL 1 RED JACK (X CONNECT TO MAIN /DSL #) PATCH TO DSL MODEM. REGISTER 2 DATA JACKS REG. 2 DELL PRINTER RJ45 RJ45 REGISTER 3 (4 & 5) BACKROOM AREA DATA JACKS DATA JACKS REG. 3 RJ45 UNDER COUNTER DETAIL PLATE DIAGRAM /11111111N REG 3 GREY JACK. PATCH TO HUB. / TIME CLOCK PC PEOPLE ORANGE JACK COUNTER BLUE JACK PRINTER WHITE JACK BACK /WRAP GREEN JACK CASHWRAP & PC RJ45 MOUNT SURFACE JACKS ON SIDE PANELS TO INSURE THAT SCREWS DO NOT PROTRUDE OUT THE BACK OF THE CASHWRAP REG 2 YELLOW JACK PRINTER WHITE JACK 4 REG 3 GREY JACK REG 1 REG 1 IS THE REGISTER CLOSEST TO THE STORE ENTRANCE BACK WALL ABOVE OR BELOW BACK COUNTER MAIN DSL/VOICE 1 BACK /WRAP FUTURE WITH DSL WALL DIGITAL SIGNAGE PLATE NOISE FILTER RJ45 GREEN JACK. REG 2 SEPARATE AR R ITgND REQUIRED ED REG 3 RECEIV CITY OF TU LA SEP 0 7 2010 PERMIT CENTER UNDER COUNTER SCHEMATIC 3 OR MORE REGISTERS SCALE: NONE SYMBOL LEGEND DESIGNATION EXIST. PNL AAA cb 6 517 c r' o °' 4 !P'1 4 ® Oi = EXIST LOCATION X RELOCATED UNIPLEX RECEPTACLE (SINGLE) DUPLEX RECEPTACLE DUPLEX FLOOR MOUNTED DUPLEX ISOLATED GROUND DUPLEX FLOOR MTD ISO GRD DUPLEX SPECIAL LOCATION QUADPLEX RECEPTACLE QUADPLEX FLOOR MOUNTED QUADPLEX ISOLATED GROUND QUADPLEX FLOOR MTD ISO GRD QUADPLEX SPECIAL LOCATION SPECIAL VOLTAGE OR AMPERAGE SPECIAL VOLTAGE OR AMPERAGE MULTI - OUTLET PLUGMOLD TELEPHONE OUTLET JUNCTION BOX DATA OUTLET DOORBELL PUSHBUTTON DOORBELL DOORBELL LOW -VOLT TRANS LOW- VOLTAGE TRANSFORMER DISCONNECT SWITCH TELEPHONE BOARD ELECTRICAL PANEL TRANSFORMER 24HR 7 DAY -TIME CLOCK WALL SWITCH OCCUPANCY SENSOR 3 #12, 3/4 "C (2 CKT WIRES, 1 NEUTRAL, 1 GROUND) CIRCUIT HOME RUN CONDUIT THRU /BELOW FLOOR CONDUIT STUBBED UP /DOWN NIGHT LIGHT TIMECLOCK CONTROLED CIRCUIT • JQ Q a 8- a NEUTRAL SURFACE AMPERE BUS 200 AMPERE MAIN BREAKER KVA FED X BOTTOM FED FLUSH MTD MTD X T/C CKT. NO. $ III+ —' ■ . - - - - 0-- N.L. VIA T/C CONTRACTOR'S NOTES A. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE THE SITE PRIOR TO CONSTRUCTION TO ASCERTAIN THE EXISTING CONDITIONS AND LIMITS OF CONSTRUCTION. B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND RETAIN POWER TO ALL EXISTING ACTIVE EQUIPMENT WHICH SHALL REMAIN. C. ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY THIS CONTRACTOR UNLESS DIRECTED TO DO OTHERWISE. D. DISCONNECT, REMOVE, OR RELOCATE ALL EXISTING ELECTRICAL MATERIAL AND EQUIPMENT THAT INTERFERES WITH THE NEW INSTALLATION. THIS INCLUDES BUT IS NOT LIMITED TO PANELS, LIGHTING FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, BASEBOARD HEATERS, UNIT HEATERS, ETC. E. SEE MECHANICAL DRAWINGS FOR HEATERS, EXHAUST FANS, ETC., WHICH MUST BE DISCONNECTED BY THIS CONTRACTOR FOR REMOVAL OR ABANDONMENT BY THE MECHANICAL CONTRACTOR. F. REMOVE ALL CONDUIT, WIRE, BOXES, AND FASTENING DEVICES AS REQUIRED, TO AVOID ANY INTERFERENCE WITH THE NEW INSTALLATION. G. ELECTRICAL CONTRACTOR SHALL RECONNECT ANY EQUIPMENT BEING DISTURBED BY THIS RENOVATION, YET REQUIRED FOR CONTINUED SERVICE, TO THE SAME OR THE NEAREST AVAILABLE PANEL. H. WHERE WORK BY THE GENERAL CONTRACTOR (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL, RELOCATION, OR REFEEDING OF ELECTRICAL DEVICES, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT OR RECONNECT, AS REQUIRED, ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. I. CONTRACTOR SHALL RING OUT ALL CIRCUITS IN EXISTING PANELS EFFECTED BY THIS ALTERATION. WHERE ADDITIONAL CIRCUITS ARE NEEDED, RE -USE CIRCUITS AVAILABLE FOR RE -USE, OR PROVIDE NEW BREAKERS. TAG ALL UNUSED CIRCUITS AS SPARE AND REPLACE ALL INOPERATIVE OR DEFECTIVE CIRCUIT BREAKERS. TIGHTEN ALL CONNECTIONS. J. ELEC. CONTRACTOR IS TO FIELD VERIFY CONDITION OF EXISTING ELEC. EQUIPMENT AND RELOCATE AS REQUIRED. IF EXISTING EQUIPMENT IS NOT IN WORKING CONDITION CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED. SUB CONTRACTORS TO REVIEW DWG. T100 BEFORE BEGINNING WORK EACH CONTRACTOR SHALL WARRANTY HIS WORK FOR ONE (1) YEAR FROM THE OPENING DATE OF THE STORE ALL CONTRACTORS SHALL PERFORM THIER WORK ACCORDING TO STATE AND /OR LOCAL CODES. ALL OF THE ELECTRICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED TO THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE SITE. PANELBOARD _120208 DESIGNATION EXIST. PNL AAA NEW INSTALL 225 EXIST LOCATION X RELOCATED EXIST _� VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL SURFACE AMPERE BUS 200 AMPERE MAIN BREAKER TOP FED X BOTTOM FED FLUSH MTD MTD X _ CKT. NO. BRKR. SIZE SERVICE LOAD (VA) PHASE LOAD (VA) SERVICE BRKR. SIZE CKT. NO. 1 20/1 REC -SHOW WINDOW 180 A 365 LTG - NIGHT / EMERGENCY LIGHTS 20/1 2 3 20/1 REC- SENSORMATIC 360 B 1200 SIGN - STOREFRONT 20/1 4 5 20/1 REC - GENERAL 1080 C 550 LTG -SHOW WINDOW DOWN LIGHTS & TRACK 20/1 6 7 20/1 REC- CASHWRAP 540 A 600 LTG -SALES STRIP FIXTURES 20/1 8 9 20/1 REC -POS 1080 B 1265 LTG -SALES AREA DOWN LIGHTS 20/1 10 11 20/1 REC - BACKWRAP 720 C 1265 LTG -SALES AREA DOWN LIGHTS 20/1 12 13 20/1 SIGN - BACKWRAP 1200 A 1220 LTG - CAST -IWRAP 20/1 14 15 20/1 REC -PC / STOCK / TOILET ROOMS 900 B 840 LTG -SALES ACCENT LIGHTING 20/1 16 17 20/1 REC- MICROWAVE 1200 C 685 LIGHTED WALL POWER 20/1 18 19 20/1 REC- FRIDGE 540 A 685 LIGHTED WALL POWER 20/1 20 21 20/1 REC - PHONE /DOORBELL 720 B 480 LTG - FITTING ROOM DOWN LIGHTS 20/1 22 23 20/1 REC - MANAGER'S DESK 360 C 1320 LTG - FITTING ROOM WALL SCONCES 20/1 24 25 20/1 REC -SOUND SYSTEM 360 A 475 LTG - TOILET /STOCK ROOMS /COORIDOR 20/1 26 27 20/1 TIMECLOCK / LIGHTING CONTACTOR 400 B 845 LTG -SALES AREA TRACK 20/1 28 29 20/1 REC - WIRELESS ROUTER 180 C 845 LTG -SALES AREA TRACK 20/1 30 31 20/1 SPARE A 845 LTG-SALES AREA TRACK 20/1 32 33 20/1 SPARE B 780 LTG-SALES AREA TRACK 20/1 34 35 20/1 SPARE C . 845 LTG-SALES AREA TRACK 20/1 36 37 100/3 EXISTING PANEL B 7705 A 845 LTG-SALES AREA TRACK 20/1 38 39 6515 B SPARE 20/1 40 41 6455 C SPARE 20/1 42 CONNECTED LOAD A: 15560 VA 46.450 KVA :TOTAL LOAD 129 AMPS B: 15385 VA 45.705 KVA :DEMAND LOAD 127 AMPS C: 15505 VA NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. BREAKERS AND CIRCUIT DESCRIPTIONS SHOWN IN LIGHT COLOR ARE EXISTING • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP PANELBOARD 120208 DESIGNATION EXIST. PNL ABA NEW INSTALL 100�MPERE EXIST LOCATION X RELOCATED EXIST VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL __ SURFACE BUS 100J1MPERE MAIN LUG TOP FED X BOTTOM FED FLUSH MTD MTD X CKT. NO. BRKR. SIZE SERVICE LOAD (VA) PHASE LOAD (VA) SERVICE BRKR. SIZE CKT. NO. 1 1513 NEWAHU -1 940 A 5115 NEW HEAT PUMP HP -1 60/3 2 3 940 B 5115 4 5 940 C 5115 6 7 20/1 WATER HEATER 1650 A SPARE 20/1 8 9 20/1 AHU -1 RECEPT& LIGHT& HP -1 RECEPT 460 B SPARE 20/1 10 11 20/1 EXISTING FIRE ALARM 400 C SPARE 20/1 12 13 20/1 SPARE A SPARE 20/1 14 15 20/1 SPARE B SPARE 20/1 16 17 20/1 SPARE C SPARE 20/1 18 19 SPACE A SPACE 20 21 SPACE B SPACE 22 23 SPACE C SPACE 24 CONNECTED LOAD A: 7705 VA 20.675 KVA :TOTAL LOAD 57 AMPS B: 6515 VA 20.675 KVA :DEMAND LOAD 57 AMPS C: 6455 VA NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. BREAKERS AND CIRCUIT DESCRIPTIONS SHOWN IN LIGHT COLOR ARE EXISTING • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP EXISTING 100A FEEDERS TO REMAIN EXISTING PANEL B 120/208V SEE PANEL SCHEDULE EXISTING PANEL A 120/208V SEE PANEL SCHEDULE EXISTING 200A FEEDERS TO LL'S MAIN ELECTRICAL ROOM EXISTING 200A FEEDERS TO REMAIN 11MECLOCK /c LIGHTING CONTACTOR ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE EXISTING 200A 120/208V 3PH 4 WIRE ELECTRICAL SERVICE TO SPACE TO BE REUSED INCLUDING 200A MAIN ELECTRICAL PANEL "A ", & 100A PANEL "B ". CONTRACTOR SHALL VERIFY CONDITION OF EXISTING EQUIPMENT AND REPAIR OR REPLACE AS NECESSARY. FLOOR LINE • H A -27 • TORK TIMECLOCK MODEL #DTS400B T/C N • 1 1• 2• 3. 4. z a U A -4 2 -HOUR OVER -RIDE SWITCHES INTERMATIC MODEL #FF2H. SEE SHEET E200 FOR LOCATION. (TYPICAL OF 4) SIGNAGE CONTACTOR #1 L/ C A -13 �I ----- I I 2, -a-- -� 13• 4• I• STOREFRONT CONTACTOR #2 1 /CI C I SIGN - STOREFRONT I SIGN- BACKWRAP I SPARE I SPARE 1• 2• 3• 4• 3. 4. LTG - SHWNDW DOWN Kj LTG - SHWNDW TRACK REC - SHOWWINDOW I--�j w o oQ SPARE SPARE GENERAL LTG CONTACTOR #3 /1 A -10 w � A -12 w Y 6 Z A -8 0° 1. A -14 < r� A -22 0 f A -24 I L/C SPARE K 1• 2• 3• 4• 5. 6• DISPLAY LTG CONTACTOR #4 CIRCUIT BREAKER AT PANEL A -28 I LTG -SALES GENERALK I LTG -SALES GENERALI -tj I LTG -SALES STRIP FS I LTG- CASHWRAP z I LTG - FITTING ROOM I—Ij I LTG - FITTING ROOM I-sj A -30 �•�� A -32 7� A -34 A -36 A -38 A -18 _ A -20 A -16 • 1• 2• 3. 4. 5• 6• 7. 8• 9. 10• LTG -TRACK LTG -TRACK LTG -TRACK LTG -TRACK LTG -TRACK LTG -TRACK REC - DISPLAY REC - DISPLAY LTG - ACCENT SPARE TIMECLOCK AND LIGHTING CONTACTOR CONTROL DIAGRAM SCALE: NONE X10- 12.3 A ��'q A 4114 '94)194 Oka 0,9 44 1. ALL WIRE SHALL BE COPPER ONLY, THW, THWN, THHW, OR NEC APPROVED LrQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. WIRE AMPACITY BASED ON NEC 1 10-14c AND TABLE 310 -16. 2. E.C. SHALL FURNISH ANY NEW ELECTRICAL EQUIP. (PANELS, TRANSFORMER, CONDUITS, WIRE, METERS, SERVICE FEEDERS AND CONDUIT, DISC SWITCHES, CONTACTORS, TIMECLOCKS, ETC) AS REQUIRED TO PROVIDE A FULLY OPERATIONAL SYSTEM. 3. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC.) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. 4. E.C. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELEC. EQUIPMENT TO BE REUSED IS OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT PROJECT REP. 5. CONTRACTOR TO PROVIDE ANY ITEMS FROM ONE -LINE THAT ARE NOT EXISTING AS SHOWN. ITEMS SHALL INCLUDE: #8 CONDUCTORS FROM ROOF TAP BOX TO ROOFTOP UNIT, #8 CONDUTORS FROM ROOF TAP BOX TO 30 KVA TRANSFORMER, #3 CONDUCTORS FROM TRANSFORMERS TO PANEL LPA, TRANSFORMER GROUNDING PER NEC 250, AND 40 AMP FUSES IN BOTH 100 AMMP SWITCHES IN CABLE TAP BOX ASSEMBLY. . REV i DATE DESCRIPTION i NAME , ; - . , ' : , , : , • i i , E ,,, „: . , i 1 , . : : , . 1 . : . , : : 1 REGIS1RATION tEAL 1 • ! : $ .: i. , , . 1 1 ! I , PROJECT Na 100840 ' SOUTHCENTER ALL . . 3109 S. Grand Suite i40 , : • , , z : • .... : • , _ ,,,„.. , -0 , , , \ St. Louj.s, Missotiri-63n8— * - *SEPI-14 4)1. 1 M DRAWN BY: swE .21- ›. ' , . ; i i i A • n _ _______„._____ ! . _ : : 4 CHECKED BY: NA ----=1---", , . : : . ......, ,rp 1 2800 SOUTHCENIER BLVp. ,. , . • ---„.,,,-.. ' Ala . P;#..h11-1"lax..1 (3i4.41-77-) 77:1714-01.08! Alkemeier iq (.. <, , :-No 7-4-1-i-t- 'W — SEATTLE, NA 981:: I ,.• , , tat Assoeiatei? ' --a . ISSUE DATE: : : • • , __*, • , - 0, #. ) IP 1M • '.. - • Etectri." —,_Ci72 :.2_131 --.114:mb--h;._.1„.„.,.._ ___:±157,_ 5 :::::,, 0 .8,03,10 _.7,_ . . • , . . ---pulifteeTtrig A..opsupi.-ditiz ONE-LINE DIA SPACE 1220 STORE 13424 , . ,, „, . , : . ; . . , . _mech.,. ....,2,1 - _ ,.._ . + SCHEDULES ,., _ , . . . • - , i.‘ io: , , , , DIVISION 16 - ELECTRICAL SPECIFICATIONS SECTION 16100 ELECTRICAL SPECIAL CONDITIONS 1. GENERAL A. APPLICABLE PROVISIONS OF AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AND DIVISION 1 GENERAL CONDITIONS GOVERN WORK UNDER THIS SECTION AND ALL OTHER SECTIONS OF DIVISION 16. B. APPLICABLE PROVISIONS OF THIS SECTION GOVERN WORK UNDER ALL OTHER SECTIONS OF DIVISION 16. WORK COVERED BY THIS SECTION SHALL CONSIST OF PROVIDING ALL MATERIAL, LABOR, EQUIPMENT AND SERVICES NECESSARY FOR A COMPLETE, TESTED AND ADJUSTABLE ELECTRICAL INSTALLATION READY FOR OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. C. THE TERM CONTRACTOR AS USED IN THIS SECTION SHALL MEAN ANY CONTRACTOR OR SUBCONTRACTOR WHO HAS CONTRACTED TO PERFORM WORK INCLUDED IN AND DEFINED BY THIS SECTION AND ALL OTHER SECTIONS OF DIVISION 16. 2. CONTRACTOR'S RESPONSIBILITY A. PRIOR TO SUBMITTING HIS BID, CONTRACTOR SHALL CAREFULLY EXAMINE THESE CONSTRUCTION DOCUMENTS, THE DEVELOPER'S . EXHIBITS, AND THE SITE, TO INQUIRE FULLY INTO DIFFICULTIES AND COSTS OF WORK, AND TO DETERMINE THE SCOPE AND CHARACTER OF WORK TO BE DONE. CONTRACTOR SHALL INCLUDE ALL NECESSARY COSTS TO LOCATE AND /OR EXTEND ALL UTILITIES INCLUDING LIGHTING PANELS, POWER PANELS, ELECTRICAL SERVICE, PHONE SERVICE AND /OR MODIFY EQUIPMENT TO MEET THE INTENT OF THE CONTRACT DOCUMENTS. THE OWNER, OWNER'S AGENT, ARCHITECT, ENGINEER OR DESIGNER SHALL NOT BE RESPONSIBLE FOR FAILURE OF THE CONTRACTOR TO DETERMINE DIFFICULTIES AND COSTS IN THE PROJECT OR FOR HIS OVERLOOKING OF THE REQUIREMENTS. B. IF THIS CONTRACTOR DOES NOT CLEARLY UNDERSTAND THE PLANS AND SPECIFICATIONS, OR IF THERE ARE ANY REQUIREMENTS WHICH ARE AMBIGUOUS IN THE CONTRACTOR'S OPINION, HE SHOULD CALL THIS TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING, SINCE THIS CONTRACTOR WILL BE HELD RIGIDLY TO THE INTERPRETATIONS OF THE ARCHITECT AND ENGINEER. C. CONTRACTOR SHALL SCHEDULE HIS WORK IN COOPERATION WITH OTHER TRADES INSTALLING INTERRELATED WORK. ALL WORK SHALL BE SCHEDULED TO MAINTAIN SERVICE TO ALL REQUIRED AREAS DURING THE COURSE OF THE CONSTRUCTION EXCEPT FOR SHORT TERM PLANNED SHUTDOWNS, ANY OF WHICH SHALL BE PRE - SCHEDULED WITH THE OWNERS AGENT AND THE LANDLORD. 3. WORKMANSHIP AND GUARANTEE A. IN ENTERING INTO A CONTRACT COVERING THIS WORK, THE CONTRACTOR ACCEPTS THE SPECIFICATIONS, AND GUARANTEES THAT THE WORK WILL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR FURTHER GUARANTEES THAT THE WORKMANSHIP AND MATERIAL WILL BE OF THE BEST PROCURABLE AND THAT NONE BUT EXPERIENCED WORKMEN EXPERIENCED IN EACH PARTICULAR CLASS OF WORK WILL BE EMPLOYED. CONTRACTOR FURTHER GUARANTEES TO REPLACE AND MAKE GOOD AT HIS OWN EXPENSE ANY DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL WHICH MAY DEVELOP WITHIN ONE (1) YEAR AFTER FINAL PAYMENT AND ACCEPTANCE BY THE ARCHITECT. 4. CODES AND STANDARDS A. CONTRACTOR WILL COMPLY IN ALL RESPECTS WITH THE ADOPTED BUILDING CODES, APPLICABLE LAWS, ORDINANCES, AND REGULATIONS AS MAY APPLY ACCORDING TO THE RULING OF THE CONTROLLING PUBLIC OFFICIAL SHOULD THE CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE LAWS, ORDINANCES AND REGULATIONS, OR WHICH DOES NOT RECEIVE THE APPROVAL OF THE CONTROLLING PUBLIC OFFICIAL, HE SHALL BEAR ALL COSTS ARISING IN CORRECTING THE DEFICIENCIES. ALL ELECTRICAL EQUIPMENT SHALL SHALL BEAR THE UNDERWRITER'S LABORATORY LABEL. 5. FEES ON PERMITS A. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND MAKING PAYMENT FOR ALL FEES, PERMITS AND INSPECTIONS RELATING TO HIS WORK. 6. CONTRACT DRAWINGS A. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND INTENT OF THE DESIGN AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONDITIONS AND THE WORK OF OTHER TRADES WILL PERMIT. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES WHICH MAY BE REQUIRED, NOR IS IT IMPLIED THAT ALL CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE SYSTEMS OR BUILDING COMPONENTS HAVE BEEN INDICATED. THE CONTRACTOR SHALL INVESTIGATE ALL EXISTING CONDITIONS AFFECTING THE WORK AND ARRANGE HIS WORK ACCORDINGLY, PROVIDING SUCH FITTINGS, OFFSETS, ACCESSORIES AND DEVICES AS MAY BE REQUIRED. THE DRAWINGS AND SPECIFICATIONS ARE MUTUALLY COMPLEMENTARY, AND ANY WORK REQUIRED BY ONE BUT NOT BY THE OTHER SHALL BE PERFORMED BY BOTH. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND SERVICES REQUIRED FOR A COMPLETE AND WORKING PROJECT AT NO ADDITIONAL COST EVEN THOUGH EACH AND EVERY NECESSARY ELEMENT THEREOF IS NOT SPECIFICALLY IDENTIFIED HEREIN EACH AND EVERY NECESSARY ELEMENT THEREOF IS NOT SPECIFICALLY IDENTIFIED HEREIN. B. CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS BUT SHALL FOLLOW THE ARCHITECTURAL DRAWINGS OR EXISTING BUILDING CONDITIONS WHERE APPLICABLE, IN ESTABLISHING DIMENSIONS AND LINES OF RUN, SINCE DIMENSIONS ON THE FINAL ARCHITECTURAL DRAWINGS OR AT THE SITE MAY NOT COINCIDE WITH THOSE SHOWN ON THE ELECTRICAL DRAWINGS, THE CONTRACTORS SHALL VERIFY WITH THE DIMENSIONED ARCHITECTURAL DRAWINGS OR THE SITE CONDITIONS THE EXACT MATERIAL QUANTITIES AND LENGTHS NECESSARY. C. SIGNIFICANT DEVIATIONS OR CHANGES FROM THE DRAWINGS WHICH ARE REQUIRED TO ACCOMPLISH THE INTENT OF THE CONTRACT DOCUMENTS MUST BE REVIEWED WITH THE ARCHITECT AND APPROVED BEFORE PROCEEDING. 7. SHOP DRAWINGS A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, FOUR (4) COPIES MINIMUM, FOR ALL MANUFACTURED PRODUCTS. EACH SHOP DRAWING SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO ASSURE THAT ALL DIMENSIONS, QUANTITIES, CONNECTIONS, CAPACITATES AND ACCESSORIES SHOWN ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND SHALL BE MARKED OR STAMPED TO CONFIRM THAT SUCH REVIEW WAS MADE AND COMPLIANCE WAS CONFIRMED. B. APPROVAL OF SHOP DRAWINGS BY THE OWNER, OWNER'S AGENT, ARCHITECT, ENGINEER OR DESIGNER, WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH ALL TERMS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PERFORMANCE OF ALL EQUIPMENT PURCHASED, FOR PROPER FIT, AND OTHER DIMENSIONAL REQUIREMENTS. 8. RECORD DRAWINGS A. CONTRACTOR SHALL MAINTAIN AT THE JOB SITE ONE SET OF DOCUMENTS AS "RECORD DRAWINGS" FOR THE PURPOSE OF DAILY MARKING OF ALL SUBSTANTIAL REVISIONS TO THE DOCUMENTS INCLUDING BUT NOT LIMITED TO ELECTRICAL CHANGES, AND LOCATIONS OF UTILITIES, PANELBOARDS, DISCONNECTS, STARTERS AND OTHER DEVICES REQUIRING PERIODIC OPERATIONAL ATTENTION, ADJUSTMENT, OR SERVICE INCLUDING ACCESS THERETO, AT THE COMPLETION OF THE PROJECT, THIS SET SHALL BE RETURNED TO THE ARCHITECT FOR THE PURPOSE OF MAKING FINAL "AS -BUILT DRAWINGS ". 9. EQUIPMENT SUBSTITUTION A. SPECIFIC MANUFACTURERS AND MODELS OF EQUIPMENT HAVE BEEN USED IN THE DEVELOPMENT OF THE DRAWINGS AND DESIGNS. THIS CONTRACTOR MUST SUBMIT TO THE OWNER ANY CHANGES AND /OR SUBSTITUTIONS FOR APPROVAL PRIOR TO INSTALLATION OR EXECUTION. ANY CHANGES WHICH DO NOT RECEIVE THE OWNER'S APPROVAL MAY BE SUBJECT TO REMOVAL OR REPLACEMENT AS ORIGINALLY SPECIFIED, AND WILL BE AT THE CONTRACTOR'S EXPENSE. B. IF THIS CONTRACTOR SUBSTITUTES FOR SPECIFIED EQUIPMENT ANY OTHER EQUIPMENT WHICH REQUIRES ANY CHANGES TO THE DESIGN, ALL COST OF REDESIGN AND RECONFIGURATION RESULTING FROM SAID SUBSTITUTION SHALL BE BORNE BY THE SUBMITTING CONTRACTOR. 10. EQUIPMENT INSTALLATION AND SUPPORT A. CONTRACTOR SHALL SUPPORT PLUMB, RIGID AND TRUE -TO -LINE ALL WORK AND EQUIPMENT INSTALLED. THIS CONTRACTOR SHALL DETERMINE HOW EQUIPMENT, FIXTURES, ETC., ARE TO BE SUPPORTED, MOUNTED, OR SUSPENDED AND SHALL PROVIDE ACCESSORIES REQUIRED FOR PROPER SUPPORT WHETHER SHOWN ON THE DRAWINGS OR NOT. IF SUPPORTS ARE REQUIRED, CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR APPROVAL. B. PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION AND MAINTENANCE LITERATURE. COMPONENTS REQUIRING PERIODIC MAINTENANCE OR ADJUSTMENTS SHALL BE LOCATED OR INSTALLED AS TO PERMIT ACCESS WITHOUT DAMAGE TO STRUCTURE, FINISHES OR OTHER EQUIPMENT. C. ALL CONDUIT CONNECTING TO SWITCHGEAR, PANELS, MOTORS, AND OTHER EQUIPMENT SHALL BE INSTALLED WITHOUT STRAIN AT THE CONNECTIONS. THE CONTRACTOR MAY BE REQUIRED, AS DIRECTED, TO DISCONNECT CONDUITS TO DEMONSTRATE THAT THEY HAVE BEEN SO CONNECTED 11. DEMOLITION A. ALL EXISTING EQUIPMENT, NOT INDICATED TO BE INCORPORATED INTO THE NEW SYSTEM SHALL BE DISCONNECTED BY THIS CONTRACTOR FOR REMOVAL BY OTHERS FROM THE JOB SITE. CARE SHALL BE USED SO THAT NO DAMAGE IS DONE TO EXISTING BUILDING, PIPING, DUCTWORK, AND /OR ELECTRICAL EQUIPMENT. ANY DAMAGE ATTRIBUTED TO THIS CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR. 12. CUTTING AND PATCHING A. ALL CUTTING THAT MAY BE NECESSARY FOR THE INSTALLATION OF THE WORK OR ANY REQUIRED PATCHING THAT RESULTS THEREFROM SHALL BE DONE BY THE PROPER TRADE INVOLVED AND SHALL BE INCLUDED AS PART OF THIS CONTRACT. PATCH TO DUPLICATE UNDISTURBED ADJACENT FINISHES, COLORS, TEXTURES AND PROFILES. COLUMNS, BEAMS, GIRDERS OR JOISTS SHALL NOT BE CUT. B. ALL WORK AFFECTING ROOF OR STRUCTURES SHALL BE PERFORMED BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. 13. CLEANING A. COMPLETION AS IT PERTAINS TO THE CONTRACT COMPLETION DATE IS DEFINED AS THE DAY THE PROJECT IS TURNED OVER TO THE OWNER IN THOROUGHLY CLEAN CONDITION. READY FOR THE OWNER TO TAKE POSSESSION. ALL FIXTURES, MOTORS, EQUIPMENT AND ALL OTHER ELECTRICAL EQUIPMENT FURNISHED OR INSTALLED BY THE CONTRACTOR SHALL BE THOROUGHLY CLEANED. 14. TESTS A. PROVIDE THE TESTS AS OUTLINED HEREINAFTER AND OTHER TESTS NECESSARY TO ESTABLISH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS AND SUITABLE OPERATION OF EACH SYSTEM. CORRECT PROMPTLY ANY FAILURE OR DEFECTS REVEALED BY THESE TESTS AND RECONDUCT TEST ON THE CORRECTED ITEMS. B. TEST THE GROUNDS WITH A GROUND RESISTANCE DIRECT READING SINGLE -TEST MEGGER. C. INSULATION RESISTANCE BETWEEN PHASE CONDUCTORS AND GROUND NOT LESS THAN 1,000,000 OHMS. D. THE PANELBOARDS SHALL HAVE PHASE CURRENTS BALANCED TO WITHIN +/- 10% VARIATION BETWEEN AVERAGE PHASE CURRENT AND MEASURED INDIVIDUAL PHASE. E. AN OPERATIONAL TEST OF THE EMERGENCY LIGHTS AND THE EXIT LIGHTS SHALL BE PERFORMED FOR THE OWNER TO DEMONSTRATE CONFORMANCE TO THE SPECIFICATIONS. 15. TEMPORARY ELECTRICAL SERVICE (N /A) A. TEMPORARY ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. TEMPORARY LIGHTING SHALL BE PROVIDED BY A LAMP LOCATED FOR EVERY 625 SQUARE FEET OF BUILDING AREA WITH A MINIMUM OF ONE PER ROOM. THE LAMP TO BE 100 WATT AND SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR. B. TEMPORARY POWER DISTRIBUTION SHALL BE SUFFICIENT TO ACCOMMODATE THE TEMPORARY LIGHTING AND 'CONSTRUCTION OPERATIONS, INCLUDING THE USE OF POWER TOOLS (BUT NOT INCLUDING HEAVY -DUTY ELECTRICAL WELDING UNITS), ELECTRICAL HEATING UNITS, AND START -UP OF SPECIFIED BUILDING EQUIPMENT, WHICH IS TO BE TESTED, STARTED OR PLACED INTO OUR USE PRIOR TO COMPLETION OF ITS PERMANENT POWER CONNECTIONS. 16. EXCAVATION AND BACKFILL A. CONTRACTOR SHALL DO ALL EXCAVATION REQUIRED AS SHOWN ON PLANS OR REQUIRED FOR PROPER OPERATION. EXCESS EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKFILLED WITH EARTH AND THOROUGHLY TAMPED. UTILITY SERVICES, SHALL BE INSPECTED AND APPROVED BY THE PROPER INSPECTION AUTHORITY BEFORE BACKFILLING. SECTION 16200 ELECTRICAL POWER AND LIGHTING 1. RELATED DOCUMENTS A. APPLICABLE PROVISIONS OF AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", DIVISION 1 GENERAL CONDITIONS AND SECTION 16100 ELECTRICAL SPECIAL CONDITIONS GOVERN WORK UNDER THIS SECTION. B. REFER TO SECTION 16100 ELECTRICAL SPECIAL CONDITIONS REGARDING REGULATIONS AND REQUIREMENTS AFFECTING ALL WORK DESCRIBED IN THIS SECTION. 2. POWER SERVICE A. POWER SERVICE FOR THIS PROJECT SHALL BE PROVIDED FROM THE EXISTING MALL DISTRIBUTION SYSTEM. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MALL MANAGEMENT TO INSURE THAT ALL WORK AND MATERIALS ARE IN CONFORMANCE WITH THE LANDLORD'S REQUIREMENTS. 3. NAMEPLATES A. ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, PANELBOARDS, DISCONNECTS TRANSFORMERS, CONTROLS, ETC., SHALL BE IDENTIFIED WITH THREE PLY LAMINATED PLASTIC. THE OUTSIDE LAMINATIONS SHALL BE BLACK. ENGRAVING SHALL EXTEND THROUGH THE FRONT LAMINATION SO THAT THE BLACK LETTERS APPEAR ON A WHITE BACKGROUND. NAMEPLATES SHALL BE PERMANENTLY ATTACHED WITH SCREWS. B. CIRCUIT DIRECTORY SHALL BE TYPEWRITTEN (HANDWRITTEN IS NOT ACCEPTABLE) AND SHALL IDENTIFY CIRCUIT AS TO TYPE AND LOCATION AS FOLLOWS: "LTG" - FOR LIGHTING CIRCUIT FOLLOWED BY AREA IN WHICH CIRCUIT APPEARS, I.E., "STOCKROOM ", "CASH WRAP ", ETC. " RECEPT" - FOR RECEPTACLE CIRCUIT FOLLOWED BY AREA IN WHICH RECEPTACLE APPEARS, "STOREFRONT ", "CASH REGISTER ", ETC. "MOTOR" - FOR MOTOR FOLLOWED BY THE EQUIPMENT IDENTIFICATION AND AREA IN WHICH MOTOR IS LOCATED, I.E. "EXH FAN TOILET ", "AHU- ROOF ", ETC. 4. CONDUIT A. ALL WIRING. SHALL BE RUN IN CONDUIT. THIN WALL EMT CONDUIT SHALL BE USED SIZES 1 /2" THROUGH 2-1/2". ALL CONDUITS LARGER THAN 2-1/2" SHALL BE HEAVYWALL. CONDUITS INSTALLED UNDERGROUND OR IN CONCRETE SLABS SHALL BE PVC JACKETED. FLEXIBLE STEEL CONDUIT (SEALTITE) SHALL BE USED IN WET AREAS AND ON ALL MOTORIZED EQUIPMENT. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS, AT A MAXIMUM LENGTH OF 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC. SHALL BE ALLOWED. B. ALL OPENINGS IN FIRE AND SMOKE WALLS, PARTITIONS, FLOORS AND OTHER SIMILAR PENETRATIONS FOR ELECTRICAL CONDUITS, CABLE OR EQUIPMENT, WHETHER CUT OR IN PLACE, SHALL BE CLOSED WITH A UL APPROVED FIRE RESISTANT SILICONE FOAM SEALANT TO MAINTAIN THE FULL RATING AND INTEGRITY OF THE PARTITIONS, WALLS OR FLOOR. C. CONDUIT BENDS FOR POWER AND LIGHTING CIRCUITS SHALL NOT BE LESS THAN STANDARD RADIUS BENDS. CONDUIT BENDS FOR FEEDERS, TELEPHONE AND COMMUNICATION CIRCUITS SHALL NOT BE LESS THAN LONG RADIUS BENDS. D. O.Z. TYPE DX, TX, OR AX CONDUIT EXPANSION DEFLECTION FITTINGS ARE REQUIRED IN ALL CONDUIT RUNS WHERE MOVEMENT MAY BE ENCOUNTERED. ALL EMT COUPLINGS SHALL BE COMPRESSION TYPE. E. EXPOSED CONDUIT SHALL BE SECURELY SUPPORTED IN PLACE PER CODE BUT ON A MAXIMUM OF 10 FOOT INTERVALS, WITHIN THREE FEET OF EACH BEND, AT EVERY OUTLET OR JUNCTION BOX AND AT THE END OF EACH STRAIGHT RUN TERMINATING AT A BOX OR CABINET. CONDUIT SHALL NOT BE SUPPORTED FROM DUCTWORK OR PIPE WORK. CONDUITS SHALL BE RUN PARALLEL TO AND AT RIGHT ANGLES TO THE BUILDING LINES. GENERALLY, CONDUIT SHALL BE RUN IN CONTACT WITH STRUCTURAL PARTS OF THE BUILDING SO AS TO AVOID SUSPENDED LENGTHS OF CONDUIT. CONDUIT SHALL BE INSTALLED AS TO BE ACCESSIBLE FOR REPLACEMENT AND MAINTENANCE AND GENERALLY CONDUIT SHALL BE INSTALLED TO PERMIT DRAINAGE. 5. WIRE AND CABLE ALL CONDUCTORS SHALL BE COPPER A. ALL WIRE AND CABLE SHALL BE RUN IN CONDUIT. ALL WIRE AND CABLE FEEDERS AND BRANCH CIRCUITS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT EDITION OF THE NEC AND SHALL MEET ALL ASTM SPECIFICATIONS. WIRE AND CABLE SHALL BE NEW, SHALL HAVE SIZE, GRADE OF INSULATION VOLTAGE AND MANUFACTURER'S NAME PERMANENTLY MARKED ON OUTER COVERING AT REGULAR INTERVAL AND SHALL BE DEUVERED IN COMPLETE COILS OR REELS WITH IDENTIFYING SIZE AND INSULATION TAGS. B. THE ELECTRICAL CONTRACTOR SHALL CALCULATE VOLTAGE DROP ON CONDUCTORS WITH LENGTHS GREATER THAN 75 FEET FROM THE PANELBOARD AND PROPERLY SIZE THE CONDUCTORS PER N.E.C. C. POWER CONDUCTORS: NO WIRE LESS THAN NO. 12 SHALL BE USED EXCEPT FOR CONTROL CIRCUITS OR LOW VOLTAGE WIRING. WIRE SIZES NO. 12 TO NO. 10 SHALL BE SOLID EXCEPT WHERE OTHERWISE INDICATED. WIRE SIZES NO. 8 AND LARGER SHALL BE STRANDED. ALL WIRE SIZES SHOWN ARE AMERICAN WIRE GAUGE SIZES. SIZES NO. 12 AWG THROUGH NO. 8 AWG SHALL BE "THHN." SIZE 4 AWG AND LARGER SHALL BE "THW." D. CONTINUITY: ALL WIRES SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. E. ACCEPTABLE MANUFACTURERS: CABLE AND WIRE SHALL BE STANDARD TYPE AS MANUFACTURED BY GENERAL CABLE COMPANY, CAROL, ANACONDA, ROM OR ITT ROYAL. 6. COLOR CODING A. A COLOR CODING SYSTEM AS LISTED BELOW SHALL BE FOLLOWED THROUGHOUT FOR FEEDERS AND BRANCH CIRCUITS AND USED AS A BASIS FOR BALANCING LOAD. -- 120/208V: PHASE A-- BLACK, PHASE B - -RED, PHASE C- -BLUE, NEUTRAL -- WHITE, GROUND - -GREEN -- 277/480V: PHASE A-- BROWN, PHASE B-- ORANGE, PHASE C-- YELLOW, NEUTRAL - -GRAY, GROUND - -GREEN 7. BOXES AND FITTINGS A. ALL OUTLETS SHALL BE PROVIDED WITH GALVANIZED OR SHERARDIZED BOXES SUITABLE IN DESIGN TO THE SPACE THEY OCCUPY AND THE PURPOSE THEY SERVE. WALL MOUNTED OUTLET BOXES, EXCEPT FOR 2" PARTITIONS SHALL BE AT LEAST 1 1 /2" DEEP AND /OR DEEPER IF REQUIRED BY THE DEVICE THEY HOLD OR THE NATIONAL ELECTRICAL CODE. B. ALL PULLBOXES SHALL BE MADE OF GALVANIZED STEEL, OF METAL GAUGE AND PHYSICAL SIZE AS REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF RACEWAYS AND CONDUCTORS INVOLVED. C. FIXTURE OUTLET BOXES IN OR ON CEILINGS SHALL NOT BE LESS THAN 1 -1/2" DEEP OR LESS THAN 4" SQUARE. ALL OUTLET BOXES INTENDED TO SUPPORT FIXTURES SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS FASTENED THROUGH THE BOTTOM OF THE BOX WITH FOUR BOLTS. 8. CIRCUIT BREAKER PANELBOARDS (AS APPLIES) (N /A) A. PANELS SHALL BE DEAD FRONT, SAFETY TYPE, FURNISHED WITH BRANCH CIRCUIT PROTECTING DEVICES, EQUIPMENT GROUNDING BOX, MAIN BUS AND CABLE LUGS FACTORY ASSEMBLED, WITH ALL COMPONENTS IN PLACE, READY FOR INSTALLATION. PROVIDE 20% SPARE BREAKER CAPACITY AND 25% EXCESS AMPACITY IN EACH PANEL. B. CURRENT CARRYING CONTACT SURFACES SHALL BE SILVER OR TIN PLATED. THE CIRCUIT BREAKERS SHALL BE OF THE MOLDED CASE, BOLT -ON TYPE SUITABLE FOR VOLTAGE AND AMPERE RATINGS INDICATED ON DRAWINGS AND IN SCHEDULES AND SHALL HAVE A MINIMUM INTERRUPTING CAPACITY OF 10,000 AMPERES FOR 120/208 AND 14,000 AMPERES AT 277/480. C. MAIN BUSES AND CONNECTORS SHALL BE HARD DRAWN COPPER OF 98% CONDUCTIVITY, WITH CURRENT CARRYING CAPACITY TO MAINTAIN ESTABLISHED RISE TESTS AS DEFINED IN UL STANDARD UL 67. D. CABINET SIZES ARE BASED UPON A 20" WIDE BY 6" DEEP PANEL UNLESS OTHERWISE NOTED. PANELBOARDS SHALL BE EQUIPPED WITH FLUSH TYPE LOCK AND CATCH. ALL LOCKS SHALL BE KEYED ALIKE, AND TWO KEYS ARE TO BE SUPPLIED WITH EACH LOCK. E. PANELBOARDS TO BE BY SQUARE D CORPORATION, GENERAL ELECTRIC COMPANY, OR WESTINGHOUSE. F. IF CIRCUIT BREAKERS ARE TO BE USED AS THE SWITCH CONTROL OF LIGHTING CIRCUITS, THE BREAKERS MUST BE APPROVED FOR THAT USE (TYPE "SWD "). 9. TOGGLE SWITCHES A. TOGGLE SWITCHES SHALL BE WHITE AND SHALL BE RATED 20 AMPERES 120/277 VOLT AC TYPE AS MANUFACTURED BY HUBBEL AND SHALL BE AS FOLLOWS: SINGLE POLE -- 1221 - -1 THREE WAY -- 1223 - -1 B. TOGGLE SWITCHES SHALL BE MOUNTED 4' -0" ABOVE FINISHED FLOOR TO MOUNTING PLATE AND, AT DOORS, INSTALLED ADJACENT TO THE TRIM ON THE STRIKING SIDE OF THE DOOR, REGARDLESS OF THE LOCATION INDICATED ON THE DRAWINGS; THEREFORE, CHECK ALL DOOR SWINGS BEFORE INSTALLATION OF CONDUIT OUTLETS. C. COMPARABLE EQUIPMENT AS MANUFACTURED BY SLATER, LEVITON, AND BRYANT WILL BE ACCEPTABLE. 10. RECEPTACLES A. RECEPTACLES SHALL BE WHITE AS MANUFACTURED BY HUBBEL AND SHALL BE AS FOLLOWS: DUPLEX RECEPTACLE - -20A -120 VOLT 5362 -1 B. RECEPTACLES SHALL BE MOUNTED 12" ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED. C. COMPARABLE EQUIPMENT AS MANUFACTURED BY SIERRA ELECTRIC CORPORATION, SLATER, BRYANT AND LEVITON WILL BE ACCEPTABLE. 11. DEVICE PLATES A. DEVICE PLATES SHALL BE WHITE UNLESS OTHERWISE NOTED. COMPARABLE EQUIPMENT AS MANUFACTURED BY SIERRA ELECTRIC CORPORATION, HARVEY HUBBLE INC., BRYANT AND LEVITON WILL BE ACCEPTABLE. 12. DISCONNECT SWITCHES A. FURNISH AND INSTALL DISCONNECT SWITCHES AS REQUIRED BY CODE. DISCONNECT SWITCHES SHALL BE NEMA HEAVY DUTY TYPE AND UNDERWRITERS LABORATORIES LISTED, MANUFACTURED BY SQUARE D CORPORATION, ITE, GE, OR WESTINGHOUSE. 13. GROUNDING A. CONTRACTOR SHALL INSTALL A SYSTEM GROUNDING SYSTEM AND AN EQUIPMENT GROUNDING SYSTEM AND SHALL USE ONLY APPROVED GROUNDING CLAMPS AND CONNECTORS AS MANUFACTURED BY PENN - UNION, BURNDY, OR 0 -Z MFG. COMPANY. B. THE SYSTEM GROUNDING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE UTILITY COMPANY REGULATIONS. CONTRACTOR SHALL CONNECT THE GROUNDING ELECTRODE CONDUCTORS TO THE NEUTRAL BAR INSIDE THE MAIN PANEL. WHEN TRANSFORMERS ARE USED TO PROVIDE A SEPARATELY DERIVED SYSTEM, THE CONTRACTOR SHALL CONNECT THE GROUNDING ELECTRODE CONDUCTOR TO THE NEUTRAL BAR INSIDE THE SECONDARY SYSTEM PANEL OR SERVICE RATED DISCONNECT SWITCH, DO NOT CONNECT THE GROUNDING ELECTRODE CONDUCTOR TO THE NEUTRAL LUG INSIDE THE TRANSFORMER. C. THE EQUIPMENT GROUNDING SYSTEM SHALL CONSIST OF A CONTINUOUS CONDUIT INSTALLATION AND A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR. THIS GROUNDING CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT OR RACEWAY WITH THE FEEDER OR BRANCH CIRCUIT CONDUCTORS. THIS GROUNDING SHALL BE EXTENDED FROM THE HOUSING OF EVERY ELECTRICAL LOAD, THROUGH PANELBOARD STATIC GROUNDING BUSSES, TO THE STATIC GROUNDING BUS IN THE MAIN PANEL. THE GROUNDING BUS SHALL BE BONDED TO THE GROUNDED NEUTRAL BAR INSIDE THE MAIN PANEL. 14. LIGHTING FIXTURES A. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED BY OWNER, UNLESS NOTED OTHERWISE. THIS CONTRACTOR SHALL INSTALL LIGHTING FIXTURES AND LAMPS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED BELOW, COMPLETE WITH HANGERS, PLASTER FRAMES AND ALL OTHER NECESSARY ACCESSORIES. B. ALL BALLAST, STARTERS AND LAMPHOLDERS IN FLUORESCENT LIGHTING EQUIPMENT ARE TO BE ELECTRICAL TESTING LABORATORIES, UNDERWRITERS LABORATORIES AND CERTIFIED BALLAST MANUFACTURERS APPROVED. ALL BALLAST FOR FLUORESCENT FIXTURES SHALL BE OF THE HIGH POWER FACTOR TYPE AND SHALL BE GENERAL ELECTRIC "MAXI -MISER II" OR ADVANCED MARK III. WHERE OCTRON LAMPS ARE SPECIFIED PROVIDE APPROPRIATE BALLASTS. C. THIS CONTRACTOR SHALL VERIFY THE FINAL CEILING AND FINISH SCHEDULES TO INSURE THE PROPER INSTALLATION AND MOUNTING OF FIXTURES AND SHALL COORDINATE BEFORE MAKING SUBMITTALS. 15. TELEPHONE SERVICE A. THIS CONTRACTOR SHALL INSTALL A TELEPHONE SERVICE CONDUIT AS SHOWN ON THE DRAWINGS AND FURNISH AND INSTALL (1) 2' X 2' X 3/4" PLYWOOD PANEL MOUNTED ON THE WALL AT LOCATION SHOWN ON PLANS. 16. SURFACE METAL RACEWAY A. SURFACE METAL RACEWAY SHALL BE TWO PIECE #2100 AS MANUFACTURED BY WIREMOLD. ALL NECESSARY ACCESSORIES REQUIRED TO FIT THE CONFIGURATION SHOWN SHALL BE PROVIDED. RECEPTACLES SHALL BE 120 VAC, 23 APMS, CATALOG NUMBER #2127GT. 17. TRANSFORMERS A. DRY -TYPE TRANSFORMERS SHALL BE OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATING AS CALLED FOR ON THE DRAWINGS AND WITH 150' CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. (MOUNT TRANSFORMER ON VIBRATION ISOLATORS). LOCATE TRANSFORMER AS NOT TO CAUSE SERVICING OR CLEARANCE DIFFICULTIES OF VIOLATIONS WITH OTHER EQUIPMENT. B. COMPARABLE EQUIPMENT AS MANUFACTURED BY SQUARE D CORPORATION OR GENERAL ELECTRIC 18. TIMECLOCKS A. TIMECLOCKS SHALL BE 24 HOUR, 7 DAY , DAY SKIPPER TYPE AS MANUFACTURED BY TORK, INTERMATIC, OR PARAGON. 19. CONTRACTORS A. TENANT SHALL EMPLY LANDLORD'S APPROVED CONTRACTOR TO INSTALL ROOM SMOKE DETECTORS, AUDIO /VISUAL ALARMS, AND RELAY TO SHUT DOWN RTU AS WELL AS ANY REQUIRED CONNECTIONS TO THE MALL MASTER ALARM SYSTEM. WIRING FROM RELAY TO RTU IS TO BE BY TENANT ELECTRICAL CONTRACTOR. END OF DIVISION 16 b1O 223 SEPARATE APPROVAL REQv °VAc RED ,. RAG I SiAI ON SEAL, REV DATE DESCRIPTION !NAME ; PROJECT NO 100840 SOUTI- CENTER MALL Flo _S. Grind a Sa to X40 • • ___, __� _. . k S i' i , 3,, _... DRAWN BY: � ' _ �t.l.ou 11�Iiss ®uri 618 �► �qy '' �'r Cril CHECKED BY: WJA .,.r _ :hOe �.1lTll` 1,,. ';11P4114.'41* 2800 SOU - 10ENTER BL 0 g _ _. .___.__r..__._.m____._�.__... __ m.. SEATTLE WA98188 : Alkenieyet • , ,,. . t ".1';. ii,- w , $ p 1�880CiStCFr . 4": ISSUE DATE o s • __.... _ __ _.w_ ___ ,__ ..__,..._„ _ 0 08/03/10 M..�._. _.r_ _M_ rr"'sr i�. nom ti:. USU L � SPACE #220 STORE 3424 NAL SPECIFICATION SHEET F r p � ����_..._ HVAC LOAD CALCULATIONS LOAD COMPONENT SUMMARY Wndow & Skylight Solar Loads DESIGN LING ccouNG DATAi`!I T Jul 1400 'FI' Sensible oils (k MN) 0 ft2 0 DESIGN HEATIN 0 ft2 Wail Transmission O ft2 0 0 ft2 0 Roof Transmission 3215 ft2 3312 3215 ft2 4752 Wndow Transmission 0ft2 0 0 ft2 0 Skylight Transmission Door Loads 0 ft2 0 0 ft2 0 0 ft2 0 0 ft2 0 Floor Transmission 3215 ft2 0 3215 ft2 0 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 ft2 0 Overhead Lighting 9645 W 27935 0 0 Task Lighting OW 0 0 0 Electric Equipment People OW 0 0 98 21555 26451 0 0 Infiltration 0 0 0 0 Miscellaneous 0 0 0 0 Safety Factor 0 %10% 0 0 0 0 Total Zone Loads Zone Conditioning 51; 11404 63304 26451 4739 0 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load Return Fan Load 0% 0 0 0 3019 CFM 0 3019 CFM 0 Ventilation Load 910 CFM 6470 -11066 910 CFM 45429 0 Supply Fan Load 3019 CFM 1119 3019 CFM -1119 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss 0% 0 0% 0 » Total System Loads Central Cooling Coil 7 70893 15386 348 0 0 Central Heating Coil 0 49048 >a Total Conditioning! Positive values are elg Iasi Igativa. values are htg Iu 5386 4904:0 Ive value egative values art 9 MECHANICAL EQUIPMENT SCHEDULE AIR HANDLING UNIT HEAT PUMP PLAN MARK MANUFACTURER AHU MODEL NUMBER TEDB (DEGREES F) TEWB (DEGREES F) SUPPLY AIR (Cm) EXTERNAL g,p, (IN WC) MOTOR VOLTAGE/ /MCA / /MOCP HEATING CAPACITY HPo 2 LY HEATING CAPACITY HP052 LY ELEC HT (KW) OUTSIDE AIR (M N) FILTER TYPE AMBIENT AIR (DEG F) HEATING STAGE(S) OPERATING WEIGHT (LB) PLAN MARK HP MODEL NUMBER TOTAL CLG CAPACITY (MBH) /TON /EER CONDESING UNIT ESC COOLING STAGES) T -STAY TYPE OPERATING WEIGHT (LB) NOTES AHU -1 TRANE TWE120D3 80 67 4000 0.5" STAND. 208/3/60/17.8/15 64.3 107.2 - 835 THROWAWAY 95* ONE 393 HP -1 TWA120D3 123/10/11 208/3/60//42.6/60 ONE ONE PIECE PROGRAM 438 1,2,3,4,5,6 NOTES: 1. 2. 3. LOCATE UNIT ON EXISTING UNIT FURNISHED WITH ECONOMIZER. ROUTE CONDENSATE UNE ROOF PAD. TO NEAREST SANITARY. VERIFY 4. FIELD WIRED CONVENIENCE OUTLET TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 5. NON- FUSIBLE DISCONNECT SWITCH TO BE PROVIDED BY ELECTRICAL CONTRACTOR. LOCATION. 6. SUPPLIED BY ARDEN B THRU NATIONAL ACCOUNT. SEE CONTACT ON SHEET M200. MECHANICAL GENERAL NOTES 1. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT EXISTING CONDITIONS TO ENSURE THAT WORK REPRESENTED ON DRAWINGS CAN BE INSTALLED AS INDICATED. COORDINATE DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITIONS WITH THE TENANT OR HIS AUTHORIZED AGENT. COORDINATE THE EXTENSION, MODIFICATION, ANAL CONNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. 2. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO ENCOMPASS A SYSTEM THAT WILL NOT INTERFERE WITH THE STRUCTURAL AND ARCHITECTURAL DESIGN OF THE BUILDING. COORDINATE WORK TO AVOID INTERFERENCE BETWEEN PIPING, EQUIPMENT, ARCHITECTURAL, AND STRUCTURAL WORK. 3. NO COMPONENTS MAY BE ABANDONED IN PLACE. ALL COMPONENTS THAT ARE NOT REUSED MUST BE REMOVED AND DISPOSED OF. COORDINATE DISPOSAL OF ALL REMOVED EQUIPMENT WITH THE TENANT. 4. PROVIDE THE ENTIRE OPERATING SYSTEM AND ITS COMPONENT ITEMS OF EQUIPMENT FREE OF OBJECTIONABLE VIBRATION OR NOISES. REFER TO ASHRAE HANDBOOK FOR RECOMMENDED NOISE CRITERIA (NC) UNLESS OTHERWISE NOTED. SAIICALLY AND DYNAMICALLY BALANCE ROTATING EQUIPMENT, AND MOUNT OR FASTEN SO VIBRA11ON IS PRODUCED OR TRANSMITTED TO OR THROUGH THE BUILDING. IF OBJECTIONABLE NOISE OR VIBRA11ON IS PRODUCED OR TRANSMITTED TO OR THROUGHOUT THE BUILDING STRUCTURE BY EQUIPMENT, PIPING, DUCTS OR OTHER PARTS OF WORK, RECTIFY SUCH CONDITIONS AT NO ADDITIONAL COMPENSATION. 5. PROVIDE ADDITIONAL BALANCING DEVICES REQUIRED FOR COMPLETE SYSTEM BALANCING INCLUDING BUT NOT LIMITED TO VOLUME DAMPERS, VALVES, AND SHEAVES OR PULLEYS AT FANS. 6. VERIFY THE SIZE, LOCATION, AND CONDITION OF THE EXISTING PIPING, BUILDING MANAGEMENT SYSTEM CONNECTION POINTS, AND OUTSIDE AIR CONNECTIONS. REPLACE EXISTING COMPONENTS IF THEY ARE INADEQUATE FOR THE NEW REQUIREMENTS. 7. THE EXISTING SPRINKLER SYSTEM SHALL BE REVISED TO COMPLY WITH NFPA 13 STANDARDS FOR THE LOCATION OF THE HEADS IN THE NEW SPACES. THE EXISTING SMOKE CONTROL SYSTEM SHALL BE MAINTAINED AND THE LOCATION OF ANY NEW WALLS SHALL NOT INTERFERE WITH IT'S PERFORMANCE. AIR DEVICE SCHEDULEe PLAN MARK QTY. *TITUS MODEL NO. FACE SIZE NECK SIZE FLEX SIZE TYPE NOTES A 9 TDCA- 3/AG -95 24 "x24" 10 "O 10 "S8 DIFF. 1,3,4 B 1 TDCA- 3/AG -95 12 "x12" 6 "0 6 "46 DIFF. 1,3,4 C 2 300 -RL 12 "x6" N/A N/A DIFF. 1,2,3 D 3 350 -RL 24 "x24" N/A N/A R.A.G. 3,4 E - 350 -RL 12 "x6" N/A N/A R.A.G. 3,4 NOTES: PLAN FOR THROW PATTERN. 4. FRAME SHALL FIT GYP. BD. ROUGH -IN OPENING. TO BRANCH DUCT. 5. FRAME SHALL FIT A.C.T. FRAME & INSTALL MANUAL VOLUME DAMPER. 1. REFER TO 2. DUCT MOUNTED 3. PROVIDE OUTSIDE AIR CALCULATION RETAIL 2489 SQFT x 0.3 CFM /SQFT = 747 CFM FITTING ROOMS: 360 SQFT x 0.2 CFM /SQFT = 72 CFM STORAGE: 319 SQFT x 0.05 CFM /SQFT = 16 CFM CALCULATED TOTAL: 835 CFM PROVIDED TOTAL 835 CFM F.C. 0 HVAC & SPRINKLER KEYED NOTES 0 ® PROVIDE NEW AIR HANDLING UNIT WITH DX COOLING COIL AS SHOWN IN SCHEDULE ON THIS SHEET. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATION OF EXISTING AHU BEING REMOVED. VERIFY EXACT CONNECTION POINT IN FIELD. EXTEND EXISTING OUTSIDE AIR DUCT TO CONNECT TO MIXING BOX ON UNIT AS SHOWN. PROVIDE UNIT WITH PRIMARY AND SECONDARY DRAIN PAN AND ROUTE CONDENSATE DRAIN TO NEAREST AVAILABLE SANITARY CONNECTION. BALANCE OUTSIDE AIR AS SHOWN IN SCHEDULE ON THIS SHEET. ® PROVIDE SMOKE DETECTOR IN RETURN AIR DUCTWORK PER LOCAL CODE AND INTERLOCK WITH UNIT CONTROLS TO SHUT DOWN UNIT UPON ACTIVATION. 3O NEW UGHTSTAT TINE -POI THERMOSTAT SUPPUED AND INSTALLED BY HVAC CONTRACTOR. PROVIDE AND INSTALL SUB -BASE AND LOCKING LUCITE COVER. COORDINATE CONNECTION WITH ELECTRICAL CONTRACTOR. MOUNT THERMOSTAT 48" A.F.F. COORDINATE LOCATION OF THERMOSTAT WITH OTHER WALL/COLUMN ELEMENTS. ® COMBINATION EXHAUST FAN /LIGHT SUPPLIED & INSTALLED BY HVAC CONTRACTOR. AIRZONE MODEL #PA900VL, 4 "0 DUCT SIZE, 0.161 AMPS, 75 CFM, .8 SONES, 120V /1PH /60HZ. PROVIDE BACKDRAFT DAMPER. EXTEND NEW 4" DIAMETER DUCT FROM FAN TO CONNECT TO EXISTING MAIN MALL EXHAUST DUCT. VERIFY CONNECTION POINT IN FIELD. e5 EXISTING SPRINKLER HEADS TO REMAIN AND BE RELOCATED /REUSED AS REQUIRED TO ACCOMMODATE NEW CEILINGS AND PARTITION LAYOUT. COORDINATE EXACT LOCATION WITH MODIFIED CEILING FIXTURES AND LIGHTS. PROVIDE AND INSTALL NEW SPRINKLER HEADS AS REQUIRED. SPRINKLERS IN HARD -LID SOFFITS SHALL BE FULLY RECESSED TYPE. CONTRACTOR TO MATCH EXISTING TYPE IN OTHER CEILINGS. 0 FLEXIBLE DUCT, MAXIMUM LENGTH 5' -0 ". PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACNA. USE FLEXIBLE DUCT FOR ANAL RUNOUT TO DIFFUSER ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. PAINT DIFFUSER TO MATCH CEIUNG COLOR. SEE ARCHITECTURAL SHEETS FOR COLOR. TERMINATE RETURN AIR DUCT A MINIMUM OF 3 FEET FROM AHU WITH WIRE MESH AND SOUND BOOT. DUCT SHOULD BE LOCATED BETWEEN JOISTS AS HIGH AS POSSIBLE. PROVIDE AND INSTALL NEW HEAT PUMP ON ROOF IN LOCATION OF EXISTING HEAT PUMP BEING REMOVED. SEE SPLIT SYSTEM SCHEDULE ON THIS SHEET. -5- r -e- EX 14x14 O.A UP THRU ROOF (TYP) EMPLOYEE AREA MECHANICAL PLAN SCALE: 1/4' - r-Cr r- (14 as 0 400 40x14 32x14 40x14 TYF OF 3 PROVIDE WIRE MESH IN DUCT FOR TRANSFER AIR LOCATED IN WALL .- 24x14 18x14 -�- A 400 400 12x14 A 400/ -e- SALES FLOOR MECHANICAL PLAN eGLLA llP Tb' Duo- 2.a.3 SEPARATE PERMIT AND APPROVAL REQUIRED • • . i • , . i .• : . • • : 1 KGISIRATiON SEAL REV 1 DATE DESCRIPTION I NAME I ; i I i . .' • , : z • . I , 1 • : i 1 : : : ; I A;yo0o.,...v.w.„;, PROJECT NO: 100840 SOUTlit ENTER MALL , :— . . i : , : • , ' , , „ i : , 3109 S. - Suite 240 1 i -----— -.--------- ,-,- _,_,.._ DRAWN BY: MDF m TY- 1 i i • . : , = 1 t:LOUis,Itiiiiiiii —63118 : 1 1 i i . , . .. . M V. v, .!!!.•■ !I. ' / . - iiii CHECKED BY: wjA --------75-G7-, 2800 SOUTH' dEN1ER BLVD. : . , kikein- eyi er: _. _III • , ,dr- 7 * I/ I ; • e . I 7:-R. H . I 1111 9 n - 9 FrV (1331414P717 211708-82r , •.' " CO 7:"E % '''' ' • i £ 1 , .. 47F--- ••ve.v- , : : . , , SEATTLE, IWAI98188 1 1 , 1 . GI) : 0. Associate0 , . • . rd...., hi ge . z - ........ 0 08/03/10 ------S 75' i : : : , , . :;, ' SPACE it224, ST RE 13424 , , : : : , . — .„. , , 1 : - --- , , . i — , , so. -1---Einsbleoring Consultants 1 - , Jr 2---11 .- /PNAL. I ' ____L_Mech; : anima' 1,.„„,f4teeptric.2,1 Ptu..bitt4g. ,'i _ .. .., ..,..,...,1_,L - ..,.._.....,_,..._ ._.I MECHANICAL PLAN , : . . . , . ,_ , : 1 , . , , , . _.,. _ , , - 1 . I : , , w(010 „.: 1 , • • HVAC SYMBOLS NEW SUPPLY AIR DIFFUSER F.C. FLEXIBLE CONNECTION II NEW RETURN AIR GRILLE M.D. MANUAL DAMPER trig + NEW /REL SPRINKLER HEAD F.D. ARE DAMPER eT THERMOSTAT S.A. SUPPLY AIR R.A. RETURN AIR AIR DEVICE TYPE AIR VOLUME (CFM) O.A. OUTDOOR AIR DIFF. DIFFUSER R.T.U. ROOFTOP UNIT R.A.G. RETURN AIR GRILLE T.E. TOILET EXHAUST S.E. SMOKE EXHAUST -5- r -e- EX 14x14 O.A UP THRU ROOF (TYP) EMPLOYEE AREA MECHANICAL PLAN SCALE: 1/4' - r-Cr r- (14 as 0 400 40x14 32x14 40x14 TYF OF 3 PROVIDE WIRE MESH IN DUCT FOR TRANSFER AIR LOCATED IN WALL .- 24x14 18x14 -�- A 400 400 12x14 A 400/ -e- SALES FLOOR MECHANICAL PLAN eGLLA llP Tb' Duo- 2.a.3 SEPARATE PERMIT AND APPROVAL REQUIRED • • . i • , . i .• : . • • : 1 KGISIRATiON SEAL REV 1 DATE DESCRIPTION I NAME I ; i I i . .' • , : z • . I , 1 • : i 1 : : : ; I A;yo0o.,...v.w.„;, PROJECT NO: 100840 SOUTlit ENTER MALL , :— . . i : , : • , ' , , „ i : , 3109 S. - Suite 240 1 i -----— -.--------- ,-,- _,_,.._ DRAWN BY: MDF m TY- 1 i i • . : , = 1 t:LOUis,Itiiiiiiii —63118 : 1 1 i i . , . .. . M V. v, .!!!.•■ !I. ' / . - iiii CHECKED BY: wjA --------75-G7-, 2800 SOUTH' dEN1ER BLVD. : . , kikein- eyi er: _. _III • , ,dr- 7 * I/ I ; • e . I 7:-R. H . I 1111 9 n - 9 FrV (1331414P717 211708-82r , •.' " CO 7:"E % '''' ' • i £ 1 , .. 47F--- ••ve.v- , : : . , , SEATTLE, IWAI98188 1 1 , 1 . GI) : 0. Associate0 , . • . rd...., hi ge . z - ........ 0 08/03/10 ------S 75' i : : : , , . :;, ' SPACE it224, ST RE 13424 , , : : : , . — .„. , , 1 : - --- , , . i — , , so. -1---Einsbleoring Consultants 1 - , Jr 2---11 .- /PNAL. I ' ____L_Mech; : anima' 1,.„„,f4teeptric.2,1 Ptu..bitt4g. ,'i _ .. .., ..,..,...,1_,L - ..,.._.....,_,..._ ._.I MECHANICAL PLAN , : . . . , . ,_ , : 1 , . , , , . _.,. _ , , - 1 . I : , , w(010 „.: 1 , • • MECHANICAL SPECIFICATIONS GENERAL; ALL MECHANICAL EQUIPMENT, DUCT AND PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND ADOPTING ORDINANCES, AND REGULATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION. ROUTING OF DUCTWORK, PIPING AND PLACEMENT OF EQUIPMENT SHOWN ON THE DRAWINGS ARE SHOWN WITH THE INTENTION OF PROVIDING THE CONTRACTOR WITH APPROXIMATE LOCATIONS OF SAID ITEM(S). EACH CONTRACTOR SHALL VERIFY JOBSITE CONDITIONS PRIOR TO SUBMITTING BIDS OR STARTING WORK. THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THE WORK OF OTHER TRADES TO AVOID INTERFERENCE. CONTRACTORS MAY DEVIATE FROM THE LOCATIONS SHOWN ON THE PLANS IF SCALED SHOP DRAWINGS ARE FURNISHED TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCING ANY WORK. ITEMS NOT SHOWN ON THE PLANS OR SHOWN TO BE IN CONFLICT WITH ANY CODE, REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR INSTAWNG ALL WORK IN ACCORDANCE WITH CODES, STANDARDS AND GOOD INDUSTRY PRACTICES. PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK INCLUDED UNDER THIS PROJECT, THE CONTRACTOR SHALL VISIT THE JOBSITE SPECIFIED ON THESE PLANS TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK, AND UPON FINAL EXAMINATION OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND PROJECT CONDITIONS. CLAIMS OF ADDITIONAL WORK OR ADD -ONS DUE TO NONVERIFICATION OF EXISTING CONDITIONS WILL NOT BE CONSIDERED BY THE OWNER. ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO PERFORMING SUCH WORK WILL BE CHARGED TO THE CONTRACTOR, AND IF NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. MATERIALS THE CONTRACTOR SHALL SUPPLY ALL MATERIAL INCLUDING, BUT NOT LIMITED TO: DUCTWORK, SHEETMETAL FITTINGS, PIPING, AND OTHER MATERIAL AS SPECIFIED OR INDIRECTLY IMPLIED ON THE PLANS, OR AS INDICATED HEREIN. UNLESS OTHERWISE SHOWN OR INDICATED ALL DUCTWORK SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF "SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL AND FLEXIBLE", AND APPLICABLE "ASHRAE" STANDARDS RELATING TO, OR CONCERNING INSTALLA11ON OF DUCTWORK FOR HEATING AND COOUNG SYSTEMS. ALL SUPPLY DUCTWORK SHOWN IS SPECIFIED CLEAR INSIDE DIMENSION, THIS DUCT SHALL BE INTERNALLY LINED WITH 1/2" APPROVED INTERNAL LINER MINIMUM, AND SHALL BE UNED OTHERWISE AS SPECIFIED. ALL MATERIALS SPECIFIED SHALL COMPLY WITH 25/50 FLAME SPREAD / SMOKE DEVELOPMENT RATING MINIMUM, AND SHALL BE LABELED AS SUCH BY AN APPROVED TESTING AGENCY. COMBUSTIBLE MATERIALS SHALL NOT BE INSTALLED IN BUILDINGS OF TYPE 1 OR 2 CONSTRUCTION, AND UNITED COMBUSTIBLES SHALL BE ONLY ALLOWED IN TYPES 3, 4 AND 5. AS SPECIFIED BY LOCAL BUILDING CODES. FLEXIBLE DUCTWORK SHALL BE FACTORY FABRICATED, AND ASSEMBLED WITH AN INTERNAL SLEEVE. INSULATION AND INTEGRAL MOISTURE BARRIER, AND SHALL BE UL -181 LISTED. FLEXIBLE DUCTWORK SHALL BE LIMITED TO SHORT RUNS AND SHALL BE SUPPLIED WITH INTEGRAL GROMMETS FOR SUSPENSION. DUCTWORK SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THAT SPECIFIED BY " SMACNA" AND SHALL NOT BE COMPRESSED SUCH THAT AIR FLOW TO THE DEVICE IS AFFECTED. FLEXIBLE DUCT SHALL BE "THERMAFLEX" OR APPROVED EQUAL. GRILLES. REGISTERS AND DIFFUSERS; GRILLES AND REGISTERS SHALL BE ALUMINUM WITH SEALING GASKETS, WITH NOT LESS THAN 70 % FREE AREA FOR DISCHARGE. OPPOSED BLADE DAMPERS AND A FACTORY APPUED FINISH AS SPECIFIED ON THE PLANS. NECK VELOCITY SHALL BE 500 FPM ON SUPPLY AIR AND RETURN AIR GRILLES, AND NO GREATER THAN 1000 FPM ON EXHAUST GRILLES. MAXIMUM NC (NOISE) LEVELS OF 30 FOR SUPPLY AND RETURN AIR GRILLES, AND 35 FOR EXHAUST AIR GRILLES. APPROVED TYPES ARE MANUFACTURED BY "T1TUS ", "METALAIRE" OR APPROVED EQUAL. DIFFUSERS SHALL BE FACTORY ASSEMBLED AS NOTED ABOVE WITH A MAXIMUM NECK VELOCITY OF 700 FPM AND NC OF 30 FOR SUPPLY AIR RETURN AIR, WITH A MAX. PRESSURE DROP OF 0.05" W.G.. ALL DIFFUSERS SHALL BE SUPPLIED WITH A ROUND NECK, AS SPECIFIED. SQUARE NECK DIFFUSERS, IF SPECIFIED, SHALL HAVE A SQUARE -TO -ROUND BOOT FOR THE NECK FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. APPROVED DIFFUSER MANUFACTURERS ARE "T1TUS ", "METALAIRE" OR APPROVED EQUAL DIFFUSERS SHALL BE BALANCED TO THE AIR VOLUME INDICATED, WITH THROW AND DIFFUSION PATTERN AS SPECIFIED. CONNECTIONS TO THE DIFFUSER AND SPIN -IN SHALL BE AIR TIGHT, TIGHTNESS SHALL BE 'VERIFIED BY THE MC PRIOR TO FINAL COMMISSIONING OF THE HVAC SYSTEM. TURNING VANES: TURNING VANES SHALL BE INSTALLED AT ALL CHANGES IN DIRECTION OF 45' OR GREATER. TURNING VANES SHALL BE PRE - MANUFACTURED AND INSTALLED PER MANUFACTURER SPECIFICATIONS. VOLUME DAMPERS; VOLUME DAMPERS SHALL BE INSTALLED ON ALL RIGID BRANCH TAKEOFFS TO ROUND OR SQUARE DUCT, AND AS REQUIRED TO EFFECTIVELY BALANCE THE HVAC SYSTEM. PROVIDE BUTTERFLY TYPE, FACTORY ASSEMBLED DAMPERS. DAMPERS SHALL HAVE INTEGRAL EXTRACTORS. SHAFTS SHALL BE MOUNTED OUTSIDE THE DUCT AND MOUNTED PARALLEL TO THE FLOOR. NE CONTROL ARM SHALL BE MOUNTED OUTSIDE THE DUCT AND ANY EXTERNAL INSULATION, IF APPLIED. VOL. DAMPERS SHALL BE COMPLETELY ACCESSIBLE FOR FUTURE ADJUSTMENT. VOLUME DAMPERS SHALL BE LOCKED AFTER THE BRANCH OR TAKEOFF IS BALANCED. PROVIDE OPPOSED BLADE VOLUME DAMPERS IN RECTANGULAR DUCTWORK. THE CONTROL ARM SHALL BE MOUNTED AS SPECIFIED ABOVE. DUCT LINERS(INSULATION): DUCT LINERS SHALL BE 1/2 " GLASS FIBER PRE - MANUFACTURED AND APPROVED AS HVAC DUCT LINER. DUCT LINERS SHALL BE INSTALLED ON IN ALL RIGID DUCT. DUCT LINER SHALL BE BY "OWENS- CORNING" OR APPROVED EQUAL. DUCT LINERS INSTALLED IN RESTAURANTS AND FOOD PREPARATION AREAS SHALL BE LISTED BY AN APPROVED TESTING LABORATORY FOR SAID PURPOSE. DUCT LINERS GREATER THAN 1/2" MAY BE SPECIFIED ON THE PLANS. EXTERNAL INSULATION SHALL BE AS SPECIFIED ON THE PLANS WITH A SUITABLE JACKET FOR INTERIOR OR EXTERIOR INSTALLATION, AS REQUIRED. EXHAUST AND RELIEF FANS: EXHAUST FANS SHALL BE AS SPECIFIED ON THE PLANS. FACTORY CURBS, AND ACCESSORIES AS SPECIFIED SHALL BE SUPPUED AND INSTALLED AS INDICATED. EXHAUST FANS SHALL BE SEPARATED FROM ROOF OPENINGS FOR VENTILATION AIR AS REQUIRED BY CODE. CURBS SHALL BE SEALED TO THE ROOF DECK BY A CERTIFIED ROOFING CONTRACTOR, WEATHER TIGHT. ALL ELECTRICAL SAFE TIES AND DISCONNECTS SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL CODES. EXECUTION: LOCATE DUCTWORK HORIZONTALLY AND VERTICALLY, EXCEPT AS OTHERWISE MAY BE INDICATED. AVOID DIAGONAL INSTALLATIONS. LOCATE DUCTWORK IN AREAS AS INDICATED AND IN ACCORDANCE WITH THE DETAILS AND PLANS INDICATED, INCLUDING MECHANICAL AND ARCHITECTURAL PLANS. COORDINATE INSTALLATION OF DUCT WITH ALL TRADES TO AVOID INTERFERENCE. ADHERE TO ALL MATERIAL GUIDELINES AND SPECIFICATIONS USTED HEREIN, AND INSTALL DUCTWORK PER ESTABUSHED INDUSTRY STANDARDS, SMACNA GUIDELINES AND LOCAL CODES. RUN DUCTWORK IN THE SHORTEST POSSIBLE ROUTE WHICH SERVICES THE BUILDING STRUCTURE, AND ADHERES TO THE PLANS ATTACHED. AVOID PIPING, DUCTWORK, CONDUIT AND UGHTING. INTERFERENCE WHICH DOES OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR IMMEDIATELY FOR RESOLUTION. DUCTWORK SHOULD NOT BE FABRICATED OR INSTALLED WITHOUT FIRST VERIFYING FINAL CEIUNG HEIGHTS, HEIGHTS OF BAR JOISTS, AND THE ROOF STRUCTURE. DUCT FABRICATED PRIOR TO JOBSITE VERIFICATION SHALL NOT BE THE RESPONSIBILITY OF THE OWNER, BUT WILL BE CHARGED TO THE CONTRACTOR. HOLD ALL DUCTS AS HIGH AS POSSIBLE. DUCT AND PIPING SHALL BE ANCHORED TO THE BUILDING STRUCTURE AS PER THE SPECIFICATIONS OUTLINED HEREIN AND PER LOCAL CODE REQUIREMENTS. THE DUCT SHALL BE ANCHORED FOR SEISMIC FORCES IF REQUIRED BY THE BUILDING CODE AND AUTHORITY HAVING JURISDICTION. CLEARANCE TO BUILDING ELEMENTS SHALL BE A MINIMUM OF ONE INCH. COORDINATE INSTALLATION OF DUCT AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEIUNG PLANS. SEAL ALL DUCTWORK AND PIPING. DUCTWORK SHALL BE SEALED PER SMACNA STANDARDS FOR THE DUCT CLASS INSTALLED. PIPING SHALL BE SEALED PER THE APPLICABLE AND GOVERNING CODE. LEAKAGE SHALL BE KEPT TO WITHIN 5 % OF THE DESIGN VOLUME. ALL DUCT AND PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE STRUCTURE. WITH HEAVY METAL STRAPS OR HANGERS. ALLOW FOR EXPANSION OF DUCT AND PIPING WHEN INSTAWNG HANGERS. TESTING AND BALANCING; DUCTWORK SHALL BE TESTED AND BALANCED IN ACCORDANCE WITH ESTABUSHED AABC STANDARDS, AND BY A CERTIFIED AIR BALANCE CONTRACTOR. ALL AIR DEVICES SHALL BE BALANCED TO WITHIN 10% OF THE VOLUME INDICATED ON THE PLANS. AIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER AND THE BUILDING OWNER FOR REVIEW AND APPROVAL. A MINIMUM OF SIX (6) COPIES OF SAID REPORTS SHALL BE DISTRIBUTED TO THE OWNER. SHOP DRAWINGS; SHOP DRAWING SHALL BE SUBMITTED BY THE CONTRACTOR TO NE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. EQUIPMENT CUT SHEETS, SCALED DETAILS AND DRAWINGS SHALL BE SUBMITTED. PLANS SHALL BE LEGIBLE AND SCALED AT 1/4 "= 1' -0" MINIMUM. INSTALLATION OF ITEMS SHOWN ON THESE PLANS WITHOUT APPROVAL OF SHOP DRAWINGS WILL NOT BE ACCEPTED BY THE ENGINEER. SUBMITTALS FROM MANUFACTURER REPRESENTATIVES FOR AIR DEVICES, FANS AND OTHER EQUIPMENT WILL BE ACCEPTED FOR REVIEW IF THEY MEET THE ABOVE MENTIONED CRITERIA. COORDINATION; THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT SUPPLIER PRIOR TO INSTALLATION OR FABRICATION OF ITEMS WHICH CONNECT TO ASSEMBLED EQUIPMENT, AND SHALL INSTALL ALL CONNECTIONS TO SAID EQUIPMENT PER THE MANUFACTURER SPECIFICATIONS. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL AND PLUMBING CONTRACTORS FOR ITEMS WHICH REQUIRE MULTIPLE TRADES SUCH AS SMOKE DETECTORS, CONDENSATE DRAINS, CONTROLS AND INSTALLATION OF GAS PIPING, BUT NOT LIMITED TO THESE ITEMS. SMOKE DETECTOR IN RETURN AIR STREAM VD FAN SECTION RETURN AIR DUCT COMBINATION MIXING BOX AND FILTER SECTION SUPPORT RAILS TO MAIN CONDENSATE( DRAIN LINE - SEE PLUMBING PLANS OPTIONAL RETURN OR O.A. DUCT CONNECTION L AIR HANDLING UNIT DETAIL SCALE: NONE HANGERS TO THE STRUCTURE ABOVE TYP. OF 4 FLEX CONNECTION (TYPICAL) SUPPLY AIR DUCT PROVIDE VIBRATION ISOLATION TYPE MOUNTING FOR A.H.U. MAKE CONNECTION TO DRAIN PAN - PROVIDE VENTED DEEP SEAL TRAP AT UNIT (PROVIDE W/ SECONDARY DRAIN PAN) Quo- 2-„Z3 FITTING ROOM /SALES AREA PARTITION WALL L-Ai- 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5' -0 ". FIRE DAMPER REQUIRED) N WHEN VOLUME DAMPER (FOR FINAL BALANCE ADJUSTMENT) NOTE: DETAIL REFERS TO FITTING ROOM DUCT /DIFFUSER ONLY SPIN -IN FITTING WITH BALANCING DAMPER AND 45' EXTRACTOR (DAMPER USED FOR ROUGH BALANCING). -S.A. DUCT DIFFUSER CEILING FITTING ROOM SALES AREA DIFFUSER INSTALLATION DETAIL SCALE: NONE L ROOF JOIST i„--- HANGER WIRE -4 SHEET MTL. DUCT HANGER RECTANGULAR DUCT Afr -.ROOF JOIST �� HANGER WIRE SHEET MIL. DUCT HANGER SPIRAL DUCT DUCT HANGING DETAILS SCALE: NONE TRANE HVAC EQUIP. PACKAGE EQUIPMENT PACKAGE INCLUDES ALL TRANE EQUIPMENT AND RELATED ACCESSORIES SUCH AS CURBS, THERMOSTATS, HEATERS, ETC. AS SPECIFIED ON THE PLANS AND SPECIFICATIONS FOR WET SEAL FOR COMPLETE INFORMATION ON NE WET SEAL EQUIPMENT PACKAGE, CONTACT THE TRANE NATIONAL ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS: PATRICK BRONSON TRANE NATIONAL ACCOUNTS 17760 ROWLAND STREET CITY OF INDUSTRY, CA 91748 PHONE: (626) 435 -1176 - DIRECT UNE TOLL-FREE PHONE: (866) 882 -1611 ASSISTANT: TOM CALLAGHAN PHONE: (626) 435 -1181 - DIRECT UNE FAX: (626) 913 -2489 E -MAIL: PBRONSON ®TRANE.COM OR Axt0 ' G ccpG�NF TCALLAGHAN @TRANE.COM ANY CHANGES OR VARIATIONS TO THE ORIGINAL EQUIPMENT PACKAGE NAT WOULD AFFECT THE HVAC EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OF THE ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS. NOTE: ORDERING PROCEDURES WET SEAL PRE - PURCHASES THE EQUIPMENT PACKAGE DIRECTLY FROM THE TRANE NATIONAL ACCOUNTS SALESMAN, PATRICK BRONSON. THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR FIRST YEAR LABOR WARRANTY, DEUVERY COORDINATION, RECEIVING AND INSTALLA11ON AS DESCRIBED IN THE SPECIFICATIONS. PARTS WARRANTIES TRANE WARRANTIES ALL PARTS FOR A PERIOD OF ONE (1) YEAR FROM INITIAL START -UP, OR 18 MONTHS FROM THE DATE OF SHIPMENT, WHICH EVER OCCURS FIRST. CERTAIN EQUIPMENT COMPONENTS HAVE AN EXTEND WARRANTY LONGER THAN ONE (1) YEAR. TRANE PARTS WARRANTIES BELONG TO THE EQUIPMENT OWNER. PLUMBING SPECIFICATIONS GENEEAL ALL PLUMBING WORK INCLUDING INSTALLATION, EQUIPMENT, FIXTURES AND PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND ADOPTING ORDINANCES, AND REGULATIONS SET FORTH BY THE AHJ (AUTHORITY HAVING JURISDICTION). ROUTING OF ALL SANITARY PLUMBING, DOMESTIC WATER PIPING AND GAS PIPING AS SHOWN ON THE PLANS IS SHOWN WTH THE INTENTION OF INDICATING THE APPROXIMATE LOCATION OF EXISTING CONDITIONS, AND NEW ITEMS. PLUMBING CONTRACTORS SHALL VISIT THE JOBSITE TO VERIFY JOBSITE CONDITIONS PRIOR TO SUBMITTING BIDS OR STARTING WORK. THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THE WORK OF ALL OTHER TRADES TO AVOID INTERFERENCE. CONTRACTORS MAY DEVIATE FROM THE LOCATION OF PIPING SHOWN IF INSTALLATION COMPLIES WITH LOCAL CODES AND INDUSTRY PRACTICES, AND IF THE AHJ AND OWNER'S REPRESENTATIVE APPROVE. ITEMS NOT SHOWN ON THE PLANS OR SHOWN IN CONFLICT WITH ANY CODE, REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR INSTAWNG All WORK IN ACCORDANCE WITH LOCAL CODES. PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK INCLUDED UNDER THIS PROJECT, THE CONTRACTOR SHALL VISIT THE JOBSITE TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK, AND UPON FINAL EXAMINATION OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND PROJECT CONDITIONS. CLAIMS OF ADDITIONAL WORK OR ADD -ONS DUE TO NON - VERIFICATION OF EXIST. CONDITIONS WILL NOT BE CONSIDERED BY THE OWNER. ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO PERFORMANCE OF SUCH WORK WILL BE CHARGED TO THE CONTRACTOR, AND IF NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. MATERIALS: DOMESTIC WATER PIPING: WATER PIPING SHALL BE TYPE -L COPPER WITH WROUGHT FITTINGS. LEAD -FREE SOLDER OR SILVER SOWER SHALL BE USED AT ALL POINTS OF CONNECTION. HANGERS SHALL BE EQUAL CLEVIS TYPE HANGERS. HANGERS SHALL BE USED ON ALL PIPING, AT INTERVALS REQUIRED BY CODE, THE CONTRACTOR SHALL ALLOW ADDITIONAL CLEARANCE FOR EXPANSION AND CONTRACTION FOR INSULATED AND NON- INSULATED PIPING. DRAIN, WASTE AND VENT PIPING: DRAIN WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, AS REQUIRED BY CODE. PVC SHALL NOT BE USED. VALVES; SHUT OFF VALVES SHALL BE EITHER GATE -TYPE OR BALL VALVES BY "CRANE ", "STOCKHAM OR "POWELL" MIXING VALVES SHALL BE BY "LAWLER" OR APPROVED EQUAL BACKWATER VALVES SHALL BE BY "ZURN" OR APPROVED EQUAL PLUMBING SPECIALTIES: HUB DRAINS SHALL BE CAST IRON FUNNEL DRAIN BY "WADE" WITH STRAINER. AIR CHAMBERS: SHALL BE CONSTRUCTED OF TYPE -L COPPER, AIR CHAMBERS SHALL BE ONE SIZE LARGER THAN THE SUPPLY PIPING, AND SHALL BE 18 INCHES LONG, PROPERLY CAPPED AND SUPPORTED. FACTORY MANUFACTURED ITEMS CAN BE SUBSTITUTED AT THE CONTRACTORS OPTION BY "NIBCO ", "WADE" OR EQUAL CLEANOUTS: WALL CLEANOUTS SHALL HAVE STAINLESS STEEL COVERS AS MANUFACTURED BY "WADE" OR APPROVED EQUAL FLOOR CLEANOUTS SHALL HAVE SATIN FINISH NICKEL TOP, IN FINISHED AREAS, AND SATIN BRONZE CAP IN AREAS WHICH ARE NOT FINISHED. CLEANOUTS SHALL BE MANUFACTURED BY "WADE" OR APPROVED EQUAL FIXTURES: PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THESE PLANS OR ON THE ARCHITECTURAL PLANS. ALL FIXTURES SHOULD MEET ADA REQUIREMENTS WHERE APPUCABLE. FIXTURES SHOULD BE OF THE HIGHEST QUALITY BY "AMERICAN STANDARD ", KOHLER" OR APPROVED EQUAL WATER HEATERS: IF NEW WATER HEATER(S) ARE TO BE INSTALLED THEY SHALL BE AS SPECIFIED ON THE PLANS, AND SHALL BE OF COMMERCIAL GRADE, AND AGA APPROVED IF GAS FIRED AND UL APPROVED IF ELECTRIC. HEATERS SHALL HAVE A 150 PSI WORKING PRESSURE RATING. WATER HEATER INSTALLATION MANUALS SHALL BE GIVEN TO THE OWNER. WATER HEATERS SHALL BE BY "STATE" OR BY "A.O.SMITH ". GAS PIPING: ALL GAS PIPING SHALL BE SIZED IN ACCORDANCE WITH NFPA -54 THE NATIONAL FUEL GAS CODE, AND SHALL BE INSTALLED IN CONFORMANCE WITH ANY LOCAL CODES WHICH MAY DICTATE PIPE LABELING OR TESTING. GAS PIPING SHALL BE SCHEDULE 40 BLACK IRON OR TYPE -L OR K COPPER WITH BRAZED FITTINGS. BUSHINGS ARE PROHIBITED, BELL REDUCERS SHALL BE INSTALLED AT REDUCTION IN PIPE SIZE. GROUND JOINT UNIONS AND SHUTOFF VALVES SHALL BE INSTALLED AT ALL GAS APPUANCES. FLEXIBLE GAS ONES ARE PROHIBITED ON STATIONARY APPLIANCES AND SHALL ONLY BE INSTALLED ON FULLY PORTABLE EQUIPMENT. A RESTRAINT CABLE SHALL BE ATTACHED TO ANY FLEXIBLE CONNECTOR AND THE FLOOR SUCH THAT THE FLEXIBLE CONNECTOR CANNOT BE OVER EXTENDED. EXECUTION: ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL BE INSTALLED PER LOCAL CODE AND ESTABUSHED INDUSTRY PRACTICES. LOCATE ALL PIPING, AS SHOWN ON THE PLANS. COORDINATE WITH ALL OTHER TRADES TO AVOID INTERFERENCE., AND ADHERE TO ALL SPECIFICATIONS AND MANUFACTURER GUIDELINES. RUN ALL DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. INSTALL HANGERS AND STRAPPING, ALLOWING FOR EXPANSION AND CONTRACTION OF PIPING. DO NOT HANG OR SUPPORT OTHER EQUIPMENT OR PIPING FROM WATER UNES. SEPARATE HOT AND COLD WATER UNES A MINIMUM OF SIX (6) INCHES. INSULATE ALL PIPING WITH INSULATION WHICH MEETS OR EXCEEDS 25/50 RATINGS. INSTALL SOIL, WASTE AND VENT PIPING WITH A MINIMUM SLOPE OF 1/4" PER FOOT IN THE DIRECTION OF FLOW FOR DRAINS AND AGAINST THE FLOW OF VENT GASSES. NO FIXTURE SHALL HAVE AN S -TRAP OR BE DOUBLE TRAPPED. VALVES: LOCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY. INSTALL ALL STEMS UPRIGHT. DO NOT INSTALL VALVES TO PIPING OF DISSIMILAR COMPOSITION WITHOUT AN APPROVED DIELECTRIC FITTING. TEST AND STERILIZATION; TEST AND STERILIZE ALL PLUMBING PIPING INCLUDING DRAINS, WASTE VENTS AND WATER PIPING PER LOCAL CODES AND REGULATIONS. HANGER ROD PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS PIPE INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. PIPE HANGER DETAIL SCALE: NODE 0 P.uMIG KEYED NOTES 0 O CONNECT NEW 4" SANITARY TO EXISTING SANITARY UNE. FIELD VERIFY EXACT LOCATION, INVERT ELEVATION, AND DIRECTION OF FLOW PRIOR TO INSTALLATIONS. O CONNECT TO EXISTING 3/4" COW WATER SERVICE STUBBED INTO SPACE. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. INSTALL NEW WATER METER AND BACKFLOW PREVENTOR AS REQUIRED. COORDINATE READOUT LOCATION WITH MALL MANAGEMENT TEAM. 03 PROVIDE AND INSTALL NEW WATER HEATER ABOVE CEILING AS SPECIFIED IN FIXTURE SCHEDULE ON THIS SHEET. SET TEMPERATURE AT 110' F. INSTALL PER MANUFACTURES RECOMMENDATIONS. REFER TO DETAIL ON THIS SHEET. 0 EXTEND NEW 2" VENT AND CONNECT TO EXISTING 4" VTR. COORDINATE EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. PLUNBIVG CONTRACTOR'S NOTES ALL OF THE PLUMBING /PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. PLUMBING FIXTURE SCHEDULE PLUNGING SYMBOLS CONNECTION DATA SANITARY SEWER LINE TPRV TEMPERATURE PRESSURE RELIEF VALVE MFG. - - VENT UNE POC POINT OF CONNECTION TRAP COW WATER SUPPLY LINE DF DRINKING FOUNTAIN WATER CLOSET — HOT WATER SUPPLY UNE MS MOP SINK — - - - - 2" SHUT -OFF VALVE LAV LAVATORY D4 LAVATORY BACKFLOW PREVENTER WC WATER CLOSET N VTR VENT THRU ROOF AFF ABOVE FINISHED FLOOR CI CAST IRON BFF BELOW FINISHED FLOOR FCO FLOOR CLEAN OUT EX EXISTING WCO WALL CLEAN OUT REL RELOCATED FD FLOOR DRAIN WH WATER HEATER 0 P.uMIG KEYED NOTES 0 O CONNECT NEW 4" SANITARY TO EXISTING SANITARY UNE. FIELD VERIFY EXACT LOCATION, INVERT ELEVATION, AND DIRECTION OF FLOW PRIOR TO INSTALLATIONS. O CONNECT TO EXISTING 3/4" COW WATER SERVICE STUBBED INTO SPACE. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. INSTALL NEW WATER METER AND BACKFLOW PREVENTOR AS REQUIRED. COORDINATE READOUT LOCATION WITH MALL MANAGEMENT TEAM. 03 PROVIDE AND INSTALL NEW WATER HEATER ABOVE CEILING AS SPECIFIED IN FIXTURE SCHEDULE ON THIS SHEET. SET TEMPERATURE AT 110' F. INSTALL PER MANUFACTURES RECOMMENDATIONS. REFER TO DETAIL ON THIS SHEET. 0 EXTEND NEW 2" VENT AND CONNECT TO EXISTING 4" VTR. COORDINATE EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. PLUNBIVG CONTRACTOR'S NOTES ALL OF THE PLUMBING /PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. PLUMBING FIXTURE SCHEDULE FIXTURE DATA CONNECTION DATA REMARKS FIXTURE QTY. MFG. CATALOG NO. COLOR SOIL SIZE VENT SIZE TRAP WATER COLD HOT WATER CLOSET 1 *CRANE 31054 WHITE 4" 2" 2" 1b" - -- 1.6 GPF, 17 -1 /4" HIGH, WHITE OPEN HINGED SEAT, RIGHT HAND TRIP LEVER BOWL MODEL X13954 TANK MODEL #3549 LAVATORY 1 *CRANE 1412 -20H WHITE 2" 1 %4" 1 lb" lb" 1/2" HOLE ENTERSETNA, ONE x18" FLOOR DRAIN 1 *JOSAM 30000 -S -Z - - -- 3" 11/2" 3" - -- - -- w /6" STRAINER TRAP PRIMER 1 *WATTS A200S - - -- - -- - -- - -- 1b" --- * OR APPROVED EQUAL WATER HEATER SCHEDULE PLAN TAG MFR. MODEL # CAPACITY RECOVERY WATTS VOLTS PHASE TEMP. RISE ELEMENT WATTS LOWER UPPER WH -1 *A.O. SMITH EJC -10 10 -GAL. 7 GPH 1650 120 1 60' F 1650 - - -- * OR APPROVED EQUAL NOTE: PROVIDE DRAIN VALVE, T & P RELIEF VALVE, AND DRAIN PAN HEAT TRAPS EXPANSION TANK ON CW SUPPLY T &P RELIEF PIPE TO MOP BASIN 110 DEG F. GALVANIZED DRIP PAN (BY PC) FINISH FLOOR C T WATER HEATER SAFE PAN GROUND JOINT UNION, (DIELECTRIC) PLYWOOD PLATFORM (BY GC) ABOVE CEILING MOP BASIN INDIRECT TO MOP BASIN AIR GAP = 2 X "d" (5" MIN.) WATER HEATER DETAIL SCALE: NONE PLUMBING PARTIAL PLAN SCALE: 1/4' NOTE: ALL WORK WILL BE SUBJECT TO FIELD INSPECTION AND APPROVAL A ■ 2 ",..-1 °1-I ■ 2" � .,, ,T v ! I I ■_ 7I 2" yWCO 4" MS SANITARY RISER DIAGRAM SCALE: NONE X16-22`3 DOMESTIC WATER RISER DIAGRAM SCALE: NONE . . . . . . , . . , . . . . . • ; ; ...i' -, .: : . . ,:- ,:: REV DATE DESCRIPTION NAME : . , : - . • . , i RtGb thATION SEAL _..._ . , , . _ PROJECT Na 100840 ';;c jii,,,,iiii,,,iii.;._..,....._• , Ix . ;#0.........„7,,,,s.......ss„! ___ SOUTI-IbENTER M ALL ! !• ,: i , : ,•., „. , i '...._Av 1_,..: , 3109 S.1GrOid - Suite ,40 _ , ---. _.7 , ' -\. St. 1., , :7-6.. —6111-8— .. : ,- -- isf.PH .01. , 73 DRAWN BY: BMS 73 :. : , • . z ,- : : .. . , _ 1. ..., 2800 SOUN' dENIER BLVD. I , ; ; ---AR 0 L---- c) 5 0 - SEATTLE, IWA198f88 : ii I , • , 1 --- i; .7. 177: . Al Ikeintivier , 1 . , . 0 £ st Assogiatet ! . • 0 IS_31E_DILE: ..,...1 — -,-_, , (=> Tr- . - . ! i I :. li 44465 40 i 1 , , . i 0 . .A4,. 08/03/10 -- .... ... 7:i..-71.- .. - -- - — ------- : : : . : ' J _ : : . . . i ' .' , - , ; EligiateVT14g -ClUTIMULd,r1LtS --: 45:t SPACE #220 STORE #3424 : , . , ! *echanicajp..._t,„Sleorw„Ar_piamb*. I ioNAL-0.7 PLUMBING PLAN , : „ , . !: _ , _ ._. , , ,:. , I i : , , • , • , . . . . . . . , ...- , . ____ ••__, _ ____. / 7/ 12 5' -4" O.C. MAX 03 lYP FRAMING PLAN SCALE: 1/2" - 1' -0' ,GENERAL STRUCTURAL NOTES BUILDING CODE: 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL SEISMIC: SEISMIC IMPORTANCE FACTOR - 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss - 1.429. ONE SECOND SPECTRAL ACCELERATION S1 - .489. SOIL SITE CLASS D. Sds - .953. Sd1 - .493. SEISMIC DESIGN CATEGORY D. STRUCTURAL STEEL GENERAL 3 5/8" 20 GA. MIL. STUD 16" O.C. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 362S162 -33 TRANSVERSE CROSS MEMBER. 3 5/8" 20 GA. MIL. STUD. 362S162 -33 SALES AREA DROPPED SOFFITS ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL ALL PIPE STEEL SHALL BE ASTM A500 (Fy - 42 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy - 35 KSI). ALL TUBE STEEL SHALL. BE ASTM A500 (Fy - 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy - 36 K51). THE TERMS PIPE AND ROUND HOLLOW STRUCTURAL SHAPE (HSS) ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS ALONG WITH THE TERMS TUBE STEEL AND RECTANGULAR OR SQUARE HSS. ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. WELDING: UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VAUD CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ER -4943P OR APPROVED EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS EXPERIENCED IN UGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HEX HEAD HILTI "KINK -PRO" SELF - DRILLING TAPPING SCREWS PER ICC ESR -2196, OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS / GAGE NUMBER REFERENCE: 27 MIL 22 GA 33 MIL 20 GA 43 MIL 18 GA 54 MIL 16 GA 68 MIL 14 GA 97 MIL 12 GA WALLS: STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: INSTALL BRIDGING AT MID - HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10' -0" HIGH, AND 5' -0" O.C. MAXIMUM FOR WALLS GREATER THAN 10' -0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED AT ROOF UNES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOUD BLOCKING SHALL BE INSTALLED IN UEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON- BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. SSMA STRUCTURAL STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS - TYPICAL U.N.O.: STUD SIZE -MILS 3 5/8" - 362S162 -43 4" - 4005162 -43 6" - 600S162 -43 SPACING TRACK SIZE -MILS 16" 0.0 362T125 -54 16" 0.C. 4001125 -54 16" 0.C. 6001125 -54 SSMA NON- STRUCTURAL/NON- BEARING INTERIOR STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS - TYPICAL U.N.O.: (DESIGN BASIS - 5 PSF INTERIOR LOAD, DEFLECTION UNIT - L/240). MAX WALL HEIGHT STUD SIZE -MILS STUD SPACING TRACK SIZE -MILS 0' -0" TO 12' -8" 3 5/8" 382S125 -27 24" O.0 12' -9" TO 14' -6" 3 5/8" 3625125 -27 16" O.C. 14' -7" TO 19' -6" 6" 600S125 -27 24" O.C. 19' -7" TO 22' -4" 8" 6005125 -27 16" O.C. 22' -5" AND GREATER - NOTIFY STRUCTURAL ENGINEER FOR ADDITIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS. JOISTS: 3621125 -27 3621125 -27 6001125 -27 6001125 -27 SSMA JOIST SIZE AND SPACING SHALL BE AS NOTED ON PLANS OR DETAILS. ALL JOISTS SHALL BE SECURELY SEATED FOR FULL END BEARING AT SUPPORTING MEMBER. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AU. MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UNITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABUSH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL CIVIL MECHANICAL PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. Applies unless noted otherwise on drawings SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: STEEL CONSTRUCTION: 1. WELDING: A. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS. B. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS OR SINGLE PASS FILLET WELDS LARGER THAN 5/16 ". C. NON - DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS BY AN AWS CERTIFIED INDEPENDENT TESTING LABORATORY AT THE CONTRACTORS EXPENSE. D. VERIFICATION OF VAUD WELDER'S CERTIFICATES. E. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION. COLD FORMED STEEL CONSTRUCTION: (SEISMIC DESIGN CATEGORY C AND ABOVE) 1. PERIODIC VISUAL INSPECTION IS REQUIRED DURING WELDING OPERATIONS OF ELEMENTS OF THE SEISMIC - FORCE- RESISTING SYSTEM. THE SEISMIC - FORCE- RESISTING SYSTEM INCLUDES SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD -DOWNS 2. PERIODIC VISUAL INSPECTION FOR SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC - FORCE - RESISTING SYSTEM, AS USTED ABOVE. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RH). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, UFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. BRACE PER DETAIL 06 - TYP TRANSVERSE CROSS MEMBER. 3 5/8" 20 GA. MTh. STUD. 3625162 -33 3 5/8" 20 GA. MIL. STUD 16" O.C. TYP. STUDS MAY SHIFT FOR LIGHT DESIGN. 362S162 -33 BRACE PER DETAIL 06 - TYP J 362S162 -33 AT 32" O.C. MAX NOTES: 1. UNISTRUT P1001 AT 6' -0" O.C. ATTACH TO JOIST PER DETAIL 02. 2. CONTINUOUS UNISTRUT P1000 ATTACH TO P1001 WITH 1/2" DIA. BOLT. 3. CONNECTION PER DETAIL 07. 4. EXISTING STEEL JOIST. 0 CEILING TOP CONNECTION (4) (4) -\ /\ / r SOFFIT BRACE AT ROOF 10 -750 NO SCALE NOTES: 1. 3 1 /2 "x 3 1/2° x 1/4° ANGLE EACH BRACE COPE AS REQUIRED. 2. 4,10 SCREWS. 3. BRACE. 4. EXISTING STEEL JOIST. 5. 1/4x4 "x4" STEEL PLATE. 10 -750 NO SCALE NOTES: 1. EXISTING FRAMING. 2. 1" CLEAR. 3. CONTINUOUS STEEL CHANNEL x 12 GAGE WITH 2 1/2" TOES CONN. TO DECK ABOVE WITH #10 SCREWS AT 24" O.C. 4. CONTINUOUS TRACK - SEE G.S.N. 5. STEEL STUDS PER ARCH'L 6. 2x2x1/8" STEEL ANGLE AT EACH UNISTRUT. 7. UNISTRUT P1000 END CONNECTION PER DETAIL 02. 8. 1/2" DIA BOLT EACH UNISTRUT. 9. UNISTRUT P1000 AT 4' -0" O.C. END CONNECTION PER 02. FRAMING PLAN - SOFFIT ABOVE CASHWRAP SCALE: ur - r-o• 0 NON- BEARING FULL HEIGHT STEEL STUD AT EXISTING FRAMING 10 -750 NO SCALE SOFFIT FRAMING 0 (5) (6) SOFFIT FRAMING (1) (6) (2) (1) (2) (3) (4) NOTES: 1. CEILING PER ARCH'L. 2. 1 1/2%1 1 /2 "x16 GAGE CONTINUOUS WITH ,I10 EACH LEG, EACH STUD. 3. CONTINUOUS TRACK. 4. 362S162 -33 AT 16" O.C. 5. JOIST PER PLAN. 6. 4- #10 TYp. 10 -750 NO SCALE NOTES: 1. CEILING PER PLAN. 2. 3625162 -33 AT 16" O.C. 3. SIMPSON L30. 4. #10 AT 6" O.C. 5. SIMPSON S/H2.5. 6. JOIST PER PLAN. 10 -750 NO SCALE NOTES: 1. STEEL JOIST OR TRANSVERSE MEMBER AS OCCURS. 2. 3625162 -43 BRACE PER PLAN. 3. 4-10 TYPICAL 0 SOFFIT STUD AT ROOF 10 -750 NO SCALE NOTES: 1. EXISTING ROOF FRAMING. 2. CONTINUOUS UNISTRUT P1000 CONNECT TO JOIST PER DETAIL 02. 3. CONTINUOUS TRACK - CONNECT TO UNISTRUT WITH #9 WIRES AT 16" O.C. 4. STEEL STUD - SEE PLAN. 5. 2x2x3/16" STEEL ANGLE EACH SIDE FROM BOTTOM TO TOP CHORD PANEL POINT. 6. TYPICAL EACH ANGLE EACH END. 7. 1/2" DIA. BOLT WITH PLATE WASHER 3 1/2 "x3 1/2 "x1/8" AT 48" O.C. NOTES: 1. WIRE TO ROOF JOIST ABOVE - SEE DETAIL 02 TYP. 2. 8 GA. VERT. HANGER WIRE. 3. DASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING IS LEVELED. 4. NOT USED. 5. (4) 8 GA. SPLAY WIRES AT 45 "' AT EVERY STRUT AT 12' -0" O.C. EACH DIRECTION. 6. 7/8" METAL HAT CHANNELS AT (5) 16" O.C. PERP. TO C.R. CHANNELS. 7. 1 1/2 "x18GA COMP. STRUT TIGHT TO STRUCT. ABOVE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' -0' O.C. EACH WAY. 8. 1 1/2" C.R. CHANNEL AT 48" O.C. 9. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. 10. #12 WIRE AT 4' -O" TYP. SUSPENDED DRYWALL CEILING NOTE: RESTRAINT WIRES AND STRUT SHALL BE PLACED 12' -0" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -0" FROM EACH WALL (1) (5) (2) CEIUNG TOP CONNECTION 10 -750 NO SCALE NOTES: 1. UNISTRUT P1000 AT HANGER WIRE P1001 AT COMPRESSION STRUTS/DIAGONAL WIRES. 2. COMPRESSION STRUT AS OCCURS. 3. EXISTING STEEL JOIST. 4. UNISTRUT CLAMP - P1000 - USE P2785. 5. P1001 - USE P2786. 6. HANGER WIRE AS OCCURS. SOFFIT STUD TO STUD REVIEWED FOR CODE COMPLIANCE 4p pn-- wn n I o City of Tukwila BUILDING IlRli,ICM 10 -750 NO SCALE CORRECTION LTR# % 10 -750 NO SCALE NOTES: 1. VERTICAL STUD PER PLAN SEE DETAIL 07 AND 08 FOR TOP CONNECTION. 2. TRANSVERSE MEMBER PER PLAN. 3. 3 - #10 SCREWS. 4. SIMPSON S/H2.5 EACH JOIST. 5. JOIST PER PLAN. 6. 4- #10 TYPICAL 10 -750 NO SCALE RECEIVED SEP 2 3 2010 PERMIT CENTER bLo-223 FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET Si AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED M011. WRITTEN SIGNATURE PROJECT NUMBER 10 -750 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER NCR 1 CARUSO . TURLEY• SCOTT. INC consulting structural engineers {r' 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) www.ctsaz.com 1 n. CC-- V N CNI LIJII J { CO I I� Si