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HomeMy WebLinkAboutPermit D08-252 - WESTFIELD SOUTHCENTER MALL - BEN BRIDGE - REMODELBEN BRIDGE 81 SOUTHCENTER MALL D08 -252 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: 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 2623049023 81 SOUTHCENTER MALL TUKW BEN BRIDGE 81 SOUTHCENTER MALL , TUKVVILA WA WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 MARCIA PEDDICORD 633 SOUTHCENTER TRAILER #3 , TUKWILA WA 98188 206 802 -6071 Contractor: Name: SHRADER & MARTINEZ CONST INC Address: 2030 W HY 89A STE B2 , SEDONA AZ 86336 Phone: Contractor License No: SHRADMC070BC DESCRIPTION OF WORK: REMODEL FOR TENANT IMPROVEMENT Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 CitAf Tukwila • $150,000.00 SPRINKLERS /AFA IIB DEVELOPMENT PERMIT * *continued on next page ** D08 -252 Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/10/2009 Fees Collected: International Building Code Edition: Occupancy per IBC: D08 -252 07/18/2008 01/14/2009 $2,694.00 2006 0019 Printed: 07 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwnla • 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start 'lime: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Signature: doc: IBC -10/06 N Permit Number: D08 -252 Issue Date: 07/18/2008 Permit Expires On: 01/14/2009 Date: Date: nti$1,(fb I hereby certify that I have read and :1 ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume t give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of uthorized to sign and obtain this development permit. 7 - Print Name: cwt 'V+ i' lk ' v This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -252 Printed: 07 -18 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 2623049023 Address: 81 SOUTHCENTER MALL TUB:W Suite No: Tenant: BEN BRIDGE Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 252 Status: ISSUED Applied Date: 05/01/2008 Issue Date: 07/18/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D08 -252 Printed: 07 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located 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) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -252 Printed: 07 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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) 41: 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. doc: Cond -10/06 D08 -252 Printed: 07 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: 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 D08 -252 Printed: 07 -18 -2008 ID City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: o f *-- 0 x`V\ A 4 doc: Cond -10/06 D08 -252 Date: ____-___, ordinances governing or local laws regulating Printed: 07 -18 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: S ( � O wt'w(�. .�./ ( k Tenant Name: e- e-t, 'Br ac Property Owners Name: Wed- Pile( t Mailing Address: 1.1) ., L t E -Mail Address:02 � -Q G)C�.STC► doe. a.*rr+ Company Name: ' MD • Contact Person: E -Mail Address: Contractor Registration Number: Company Name: ! / 1 —R p J Mailing Address: 75L5 �[ g Building Perniit'Nd. -7 ... Mechanical P e rmit :No. ;Plumbing7Gas Permit'No: Public;iWoiks Permit • ProjectNo. or ofce'use o nly 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 ** King Co Assessor's Tax No.: 6 — 66/ b Suite Number Floor: ! _ New Tenant: ❑ Yes ❑..No CONTACT PERSON - whd do we contact when your permit is ready' to be issued Name: T QX�C,s � Q tpaQ 1 ��o r- Day Telephone: �.DL - W:t --t 7/ Mailing Address: L e�o+ti � — TYM Lane Seft: i e- WA-- 18114 a s City Fax Number: State Zip GENERAL CONTRACTOR INFORMATION = ( Contractor Information for Mechanical. (pi 4) for Plumbing and .Gas Piping (pi 5)) Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be'wet stamped by Architect of Record Company Name: - b4 u I 4 * U aK�> _ I ' - A p Mailin Address: L L $ N 1 br Lt 3 C e7ett� 4.tt= o a O Ss ,, City State Zip - Contact Person: "" Thew 14. 4 , �ft/ Day Telephone: 4'$G -- ea. 1 4 - gags E -Mail AddressfitrW1d4.UtakOta r�. CO 1C.. "e-4 Fax Number: - 4. (4— O2t0 ENGINEER OF RECORD = All plans must be wetstamiiped by Engineer. of Record Wes41v: `1c OH Sit ." 216 City State Zip Contact Person: + Day Telephone: 6 l- fly E -Mail Address: re.-44.) I n er -ri /n• CoM . Fax Number: 4/V - .`e /F.� 2 7 Q:b\pplicationc\Fornu- Applications On Linc`3 -20!16 tilt Application. Revised: 9- 2006 bh Page 1 of 6 • . Existing Interior Remodel Addition to ' Existing' . ;: Structure ..:;, • New .• , Type of . Construction per - - ' IBC Type of • Occupancy per_' IBC - ls Floor q 2"`' Floor • i '3 Floor ' Floors ••• • thnu Basement: Accessory Structure* Attached Garage • -' Detached Garage •' ' ` Attached Carport .. - • Detached Carport • Covered Deck ' Uncovered Deck ' We- BUILDING pER1vIIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 15 DLd Existing Building Valuation: $ i r _ Scope of Work (please provide detailed information): / �4..- �� S Will there be new rack storage? ❑ Yes 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: ❑.. No If yes, a separate permit and plan submittal will be required. Handicap: Will there be a change in use? ❑ Yes X No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flam able, combustible or hazardous materials in the building? ❑ Yes Pi No !f "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Sa -ty I ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWoms- Applications On Line3-2006 - Permit Application :doe Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES = Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Sib a 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). Print Name: fir' kes, 4 'PEa,Zj[Go+2D Mailing Address: G 33 SO s1,, ter Tr'x hie alt Date Application Accepted: t cj oI Jd0 D Q:4\pplicationslFoma- Applications On Line&3 -2006 - Pemw Application.doc Revised: 9.2006 bh Date Application Expires: Date: Day Telephone: 010 - Fe 2— 6 7 / .za /e_ 1� - L8"eg'A d City State Zip laodot Staff Initials: Page 6 of 6 Receipt No.: R08 - 02645 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Parcel No.: 2623049023 Permit Number: D08 -252 Address: 81 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/01/2008 Applicant: BEN BRIDGE Issue Date: Initials: JEM Payment Date: 07/18/2008 12:53 PM User ID: 1165 Balance: $0.00 Payee: SHRADER & MARTINEZ CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 21091 1,634.50 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT 1,630.00 4.50 Total: $1,634.50 Payment Amount: $1,634.50 5018 07/18 9716 TOTAL 1634.50 doc: Receipt -06 Printed: 07 -18 -2008 Payee: THE KINKAM COMPANY ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049023 Permit Number: D08 -252 Address: 81 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/01/2008 Applicant: BEN BRIDGE Issue Date: Receipt No.: R08 -01448 Payment Amount: $1,059.50 Initials: JEM Payment Date: 05/01/2008 02:28 PM User ID: 1165 Balance: $1,634.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4677 1,059.50 Account Code Current Pmts 000/345.830 1,059.50 Total: $1,059.50 • 1878 05/01 9711 TOTAL 105950 doc: Receiot -06 Printed: 05-01 -2008 Proj t: FA/ ://4( Type oJlnspection: ` Aty n � �/ Date Called: Special Instructions: Date Wanted: r v a. Requester: Phone /2/1) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `Js proved per applicable codes. INSPECTION RECORD Retain a copy with permit -2sz PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 6 it • - -1 dee I Dat ) t /7, $61 00 REINSPECTION FEE- R�QUIRED nor to inspection, fee must be pai I at 6 ?00 Southcenter Blvd., Suite 0. Call to schedule reinspection. Rece . t No.: Date: Prod Type of Inspection: Addles;: 'n A (` Date Called: Special Instructions: De Wanted: CI — ZCi _Q Ps a.m p.m., Requester: 1 P ne No z g3 L t 51 — ` k- 12- I 0 COMM .S: INSPECTION RECORD Retain a copy with permit INSPECTIbN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. t aA nAl• kJ ( co Lid Z I J G — -T �' '• • .00 REINSPECTION FEE QUIRED. PYior to inspection, fee must be aid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:, �� fir , � Type of Inspection: u�O ge Ae l; IAi Ads: Date Called: ` Special Instructions: Date Wanted: ` 1 SC1 o f �m - p- Requester: Requester: Phone No: INSPECTION RECORD Retain a copy with permit D 0 4 - ?5 INSPE • NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto D � - Zvi - cr J $63. 0 REINSPECTION FE EQUIRED. rior to inspection, fee must be pa at 6300 Southcenter Bl ., Suite 10 .. Call to schedule reinspection. Receipt No.: 'Date: Proje : /' FA' &rt K Type of Inspection: /�/14/r7lN(- Date Called: Addre /9/4 // Special Instructions: Date Wanted: a. Requester: Phone No: 92 6 —1 0/ - yzi v ❑ Approved per applicable codes. ISItirEdAllabesk INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: P A / ?i1/4 e » 11- / -/ / i Inspector: 0.00 ' ' NSPECTION FEE R • UIRED. ° rior to inspection, fee must be aid a •300 Southcenter Blvd Suite 1 0. Call to schedule reinspection. ceipt'No.: Dat Date: Projet - 4N3 iri Type of Inspection: z.i.sociudir-i4 Ackgs: _ .d‘.(41 Pn)-4-v Date Called: yo 4 ik Special Instructions: Date Wanted: a.m. Requester: Phon z -1..11- LIZ I 0 - z 08-2,2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS:() A . Abdx Ow at m it 1/4 pelf - c cv, u5 - ze Inspec Date.; /- 61.00 REINSPECTION FE REQUI ED. Prior to inspection, fee must be p id at 6300 Southcenter BLvd., S 100. Call to schedule reinspection. R: •eipt No.: 'Date: Project: 2 fieA Type of Inspection: C • Address: / j 5 G Q-t/ ( Date Called: Special Instructions: Date Wanted: 9 a.m. Requester: Phon to 1 2 ( so INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g' - e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Corrections required prior to approval. El $60.00 REINSPECTIOIV EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: /4 i I MI 6 1/ U 2 . Receipt No.: 'Date: f Proj ar ` (.04. U i..... Type of Inspection: 4 G- co r/. Address: { / Date Cal led: Special Instructions: Date Wanted: 7 - 0J" • . d P Requester: Phone No: 9 z F ----II 42/0 fiers- 2r � INSPEC R C ORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Oa PERMIT NO. , I. (206)431 -36 ❑ Approved per applicable codes. Corrections required prior to approval. ❑ $60.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: spa -..6 .. �...,�... - 1 _ - - •y�Q4I�'957 - _ '� .a0.@ �_.sie.�4e'r..�aa__._a,.w — — Project: .. Type of Inspection: f ‘,- Addre it 114 ate Called. al In Speci rL ctions: - ' ' Date Wanted: a.m. p.m. Requester: 1 Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Z INSP TIO RECORD Retain a copy with permit Date: PERM NO. (206)431 -36 C orrections required prior to approval. 5. COMMENTS: } -, 43 / • Ce , ' 1 < ,/,0;./.0,,.( /-- I / t frP.i� /.• 4 . ��'r - 6 p. / s .,-,,c..2.3., I - 1€01-1 it c,, • [ 443 7 , 'A" ./ 5 44' d' <_. A t, r' �✓ //. 1 bet - 12,- L /f' eAu 4 ; 4, 9 ' •c /.',?-.)-, W -- a - d-4. El $60.00 REINSPECTION ',EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projec : e",-• e",-• 4 ._ Type of Inspection: v _ 1 / T 0 1 kb// //Q. I Li S ! �L' Ad : T O v ✓-� � /7 Date Called: Special Instructions: Date Wanted: 5-- �a.m 0 P.m. Requester: Ph9 _ yS /- l/..2 / Q Retain a copy with permit POir- 2C2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 367 ❑ Approved per applicable codes. INSPECTION RECORD A .- " C orrections required prior to approval. COMMENTS: /4 Date: El $58.00 R SPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: . ' +� g .+sd •.ea�±r ^'w.'- .► 'T�'" * pfd• -.r �.� , r, `M :r --l._,� COMMENTS: Kre 4Miern 65/57A9 ,i 'm r //Aft / • %Zee( 51- / 7 ‘01/e7 (flpoterr - -, Date Called: be- ,eam Cvl ii c-4,, /! 'i f . (11 7/ /• , 4 / P� l'iora A Agedri p.m. / r/ _LAIsAeri cX.) _5'04 - 7 /CT leivt . y) 1 )rl11.'C C.r .. Phone No' f - i , q z6 2 l 0 Projpe. iv Br t Type,of Inspection: s -1 / • Tr 1 s: m4-1 ( Date Called: Special Instructions: Dat an ed: / /C-P} p.m. Requester: Phone No' f - i , q z6 2 l 0 C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION ‘r""' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. I ' spector if4412 1 _id( itcee I 7 45 0 REINSPECTIO FEE REQUJRED. Prior to,inspection, fee must be at 6300 Southcenter Blvd., fiite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: - 5E--A / r 04 • . • Type of i spect on: t.4 Ec i Address: $ / 5 "144 _ Suite #:: Conta erson: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: y Fire Alarm: Hood & Duct: / Monitor: hu h/ AOA'rn Pre- Fire: Permits: Occupancy Type: B - 4'1 INSPECTION NUMBER ERMIT NU BERS CITY OF`TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwil v • v .v Wa. 98188 Approved per applicable codes. INSPECTION RECORD Retaina copy with permit /1 Ih - - Corrections required prior to approval. COMMENTS: 5, nt K P; t/4 L FI 4 4 tM PL A N a lL . - - -tom; , c y / - f/..,. "rj4/ 7L L t' tf Inspector: 04/4 Date: 0/3/4 :f rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Fbrm.Doc_ 1/13/06 T.F.D. Form F.P. 113 Project: /3 «u Vic. 0 6: Typ of Inspection: ., 1 A ilLL7L Fire Alarm: Hood & Duct: Address: i7 5 ,444, Suite # • Con Person: / , Permits: ,,1- Special Instructions: Phone No.: Z46.3Vf1 - i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT etat,/ 51 7- Date: / / 06 1/13/06 z5 Z -5- O ar ) , PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 20fi -575- Corrections required prior to approval COMMENTS: lrtf t /C. ye Air/7 Sri-At-C/N ` 7 -tLoLJ H a7 n) 4 *13 9. 4.3(74047) Hrs.: 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Cal] to schedule a ` reinspection. T.F.D. Form F.P. 113 4WE EXPIRES: 11 -10 -09 ARMOUR UNSDERFER ENGINEERING, INC 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Shrader & Martinez Construction 160 Dry Creek Road Sedona, AZ 86335 Ben Bridges Southcenter Tukwila, WA Client: By Brian Unsderfer PE, SE ReCEI 1120 PERMIT CENTE AU E No. 8357 Date: 08/28/2008 Ben Bridges Southcenter Gravity Loading (Roof Dead Load: 1 Roofing Metal Deck Insulation Joists/Truss Ceiling Misc / Mech 6 PSF 1.5 PSF 1 PSF 2.5 PSF 2.5 PSF 2.5 PSF Tot 16 PSF 1 'Live Load 25 PSF 1 Snow Load Roof Live Load Types Snow Load Live Load Rain Load 1 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Ben Bridges Southcenter ddress: Tukwila, WA Client: Shrader & Martinez Construction Pg. No: LD1 Date: 8/28/08 Job No.: 8357 Data Input ASCE Wind Method 2 Analytical Proceedure per ASCE 7-05 V= 90 MPH Category: II All Buildings (Typ.) Hurr. Prone? No Col 3 Iw= 1 Exposure B Fact. = 0.665 Direction of Wind H/2 H/2 Lh !upwind of crest Pos. x 1 downwind of crest Pos. Type: Flat Terrain 1 !Direction: Upwind of Crest 1 Lh = H= x= z= h 11 FEET Dist Upwind of Crest to Half Ht of Hill or Escarp. 1 FEET Ht. of Hill or Excarp. Relative to the upwind terrain 1 FEET Dist (Upwind or Downwind) from the crest to the building site 25 FEET Ht above Local Ground Level 25 FEET Mean Ht above Local Ground Level Kd= 0.85 p. 76, Table 6-4 Kz= 0.67 p. 75, Table 6 -3 Kzt= 1.00 p. 47, Figure 6 -4 Kzt= 1.00 Source: Table xxx qz= 0.00256 "Kz "Kzt "Kd "VA2 "I = 11.7 psf 0 (qz eval. At Mean) = 11.7 psf Kz Mean 0.67 (Ignored if Type is User z Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Ben Bridges Southcenter Pg. No: W1 Address: Tukwila, WA Date: 8/28/08 Client: Shrader & Martinez Construction Job No.: 8357 Zg = tl Ht Kz qz 1 0 15 20 25 30 0.575 0.575 0.624 0.665 0.701 Do Not Copy Past Here 1 1200 7 10.13 10.13 11.00 11.72 12.35 Copy Down As Required Armour Unsderfer Eng, 13456 SE 27th PL, IA Project: Ben Bridges Southcenter ddress: Tukwila, WA Client: Shrader & Martinez Construction Suite 200, Bellevue, WA 98005 (206) 614 -0949 Pg. No: W1 Date: 8/28/08 Job No.: 8357 Area (11A2) Location 0 10 20 50 100 200 500 4 &5 1 1 0.95 0.9 0.82 0.8 0.72 4 -1.1 -1.1 -1.05 -0.98 -0.93 -0.9 -0.8 GC 5 -1.4 -1.4 -1.3 -1.15 -1.05 -0.95 -0.8 Components & Cladding Summary: V= Category: Hurr. Prone? Iw= Exposure 90 MPH II All Buildings (Typ.) No 1 B Can be changed on Com. Building Enc. Enclosed Buildings 1 Length = Width = Ht = Roof Angle= H <= 60 qh = q= qi Not App. PSF Not App. PSF Gcpi = 0.18 -0.18 !Specific Cladding: Exposure Area = Location = GC p = Pmax = Pmin = 400 FEET 400 FEET 25 FEET 0 -10 Degrees 11.72 PSF C 14.9 SF 4 Row Num : 1 -1.1 13.7 PSF -15.3 PSF -21.3 PSF 19.7 PSF 19.7 PSF I -21.3 PSF Longer Dimension Shorter Dimension Copy Down as Needed Mech Unit 3 Zg = = z = Kz= K1 /(H /Lh) K1 = Kzt = 900 9.5 25 0.95 #N /A #N /A 1.00 Exp. Fact= 0.95 Clad /Bld = 1.42 Armour Unsderfer Eng, 13456 SE 27th PL IA Project: Ben Bridges Southcenter ddress: Tukwila, WA Client: Shrader & Martinez Construction Length 1 ., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Pg. No: W1 Date: 8/28/08 Job No.: 8357 Gravity Loading 'Dead Load 16 PSF 1 (Live Load 25 PSF 1 IJbitst I _ 1 241FT (Unit Wt = � Expected Unit Wt = 56aILBS 0 LBS 1Balance = 560 LBS 1 • SIFT IO WJ 1 4.SIFT OC I Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Ben Bridges Southcenter ddress: Tukwila, WA Client: Shrader & Martinez Construction Pg. No: ME1 Date: 8/28/08 Job No.: 8357 Joist Check 1 Dead Load = Live Load = Tot. Load = Span = Trib = Dist. From End Wdl = Wdl with (e) unit WII = Wtl= Mom (Exist) = V (Exist) = Bal. (N)Unit = Unit Size (Ft) = Net Wt. = 560.0 LBS 1/2 Unit on Support? I No ' :vl Wt. on Joist Madd / Joist = Vadd / Joist = V mech = M mech = M mech = No. Of Joists No. Of Joists Sleepers Req d 16 PSF 25 PSF 41 PSF 24 FEET 5.5 FEET 5 FEET 88 PLF 88 PLF 137.5 PLF 225.5 PLF 16236 LBS FEET 2706 LBS 560 LBS 560.0 LBS 812 LBS FT 135.3 LBS 443.3 LBS 2216.667 LBS FEET AT UNIT 1400 LBS FEET AT CL / \ \ (Existing ME Unit to be replaced 5.5 x 3.5 5 % Increase 5 % Increase Wt = Rxn = V max= M max = w shear = w mom. = No Reduction Allowed for Snow No Yes All Unit is on Joist 3.3 Joist for Shear 2.7 Joist for Moment Armour Unsderfer En Project: Ben Bridges Southcenter ddress: Tukwila, WA Client: Shrader & Martinez Construction 1 (Check Joist where known: 1 Size = No / Unit= w tl = wll= w current= w bal = Vbal = Mbal = 0 LBS 0 LBS 0 LBS 0 LBS FT 0 PLF 0.00 PLF 16H5 Per As Builts 2 334 PLF 214 PLF 225.5 PLF 108.5 PLF 1302 LBS 7812 LBS V unit = 221.7 LBS M Unit = 700.0 LBS FT (Therefore Joists are OK 1 13456 SE 27th PL. Suite 200 Bellevue WA 98005 206 614 -0949 Pg. No: ME2 Date: 8/28/08 Job No.: 8357 Long Dim to Load Short Dim to Wind Pmax = OTM = RM = Ratio O/R = 498.5 LBS wind Gov. 1059.3 LBS FT 833 LBS FT 0.78637 Anchorage Required Pmax = OTM = RM = Ratio O/R . 317.2 LBS Wind Gov. 674.1 LBS FT 1309.0 LBS FT 1.9 No Positive Anchorage Required Deck Height = Unit Height = Min Trib Area= Zone = p wind = wind Max = Curb to Angle: Add: 251 FEET 4.250 FEET 14.9 SF 4 19.7 PSF -21.3 PSF 21.3 PSF p P Long wind = 498.5 LBS worst Case P Trans wind = 317.2 LBS IP siesmic = 1.0 LBS Worst Case 1 T net = 64.7 LBS 2 1/2" Diam Through Bolts at Curb Unit to Curb: Try: No Screws = Screw Cap = Tcap= #12 Min Screws 2 Min 222 LBS in 43 Mil Curb 518 LBS 18 In. on centers 64.7 Therefore OK 'Use: #12 Min Screws ( 18 In. on centers I 1 r Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Ben Bridges Southcenter Pg. No: ME3 au� Address: Tukwila, WA Date: 8/28/08 Client: Shrader & Martinez Construction Job No.: 8357 PROJECT: BEN BRIDGES SOUTHCENTER ENG: B.U. PG: SKI ADDRESS: TUKWILA, WA VER: CLIENT: SHRADER 4 MARTINEZ CONST DATE: 08 -28 -OB JOB NO: 8357 CURB AND CONNECTION PER MECHANICAL. PROVIDE BLOCKING IN DECK VALLEY A5 REQUIRED. EXISTING METAL DECK PER PLAN 1 y 4 ' L 2 I /2" X 2 I /2" X 1/4" STRUT INSTALL BELOW CURB AS SHOWN FOR OFFSET PANEL POINT LOADS. EXISTING JOIST PER PLAN NOTE: FOR ATTACHMENT OF CURB TO ROOF STRUCTURE, SEE SK3 ANGLE STRUT NOT REQUIRED IF CURB LANDS AT PANEL PT. SECTION A -A I/8 \ 11/2 I/8 I 1 1/2 JOIST REINFORCEMENT AT SLEEPER SCALE: 3/4 -0 EXPIRES: 11 -10 -09 I ARMOUR UNSDERFER ENGINEERING, LLC. \ 13456 SE 27114 PL, STE 200, BELLEVUE, WA 98005 \ 425 6I4 -094' PROJECT: BEN BRIDGES SOUTI4CENTER ENG: B.U. PG: 5K2 ADDRESS: TUKWILA, WA VER: CLIENT: SNRADER $ MARTINEZ CONST DATE: 08 -28 -08 JOB NO: 8357 1/8 ANGLE TO 1 1/2" TOP CHORD L4" X 4" X 1/4 BETWEEN EXISTING, OPEN -WEB JOIST 5' -0" MAX L.3" X 3" X 1/4" COPE A5 REQUIRED 3/16 3/16 SECTION A -A COPING DETAIL LEGS OF ANGLE MUST OVERLAP EXISTING METAL DECK PER PLAN EXISTING JOISTS PER PLAN /SKI ROOF OPENING REINFORCEMENT SCALE: 3/4 -O EXPIRES: 11 -10 -09 1 ARMOUR UNSDERFER ENGINEERING, LLC. \ 13456 SE 27Th PL., STE 200, BELLEVUE WA 98005 \ 425 614 -094' PROJECT: BEN BRIDGES SOUTNCENTER ENG: B.U. PG: 5K3 ADDRESS: TUKWILA, WA VER: CLIENT: SHRADER $ MARTINEZ CONST DATE: 08 -28 -08 JOB NO: 8357 CONDITION AT ANGLE CURB AND ATTACHMENT ABOVE BY OTHER (2) 5/8" DIA STAINLESS STEEL THRU BOLTS @ EACH SIDE (8 TOTAL) MIN BOLT SPACING 6 BLOCKING IN DECK VALLEY BEYOND (E) METAL DECK PER PLAN L 3 "x3 "x1 /4 2 "x2 "xI /4" PLATE WASHER, TYP (E) JOIST PER PLAN CONDITION AT (E) TRUSS ATTACHMENT OF CURB TO ROOF SCALE: 3/ ° =I' - EXPIRES: 11 -10 -09 5 ARMOUR UN5DERFER ENGINEERING, LLC. \ 134% SE 27TH PL., STE 200, BELLEVUE, WA 98005 \ 425 614 -094' Project Info Project Address Ben Bridge Jeweler Date 3/27/2008 South Center For Building Department Use Tukwila, WA Applicant Name: M- Retail Engineering, Inc Applicant Address: 750 Brooksedge Blvd., Westserville, Oh 43081 Applicant Phone: 614 -818 -2323 M RETAIL 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energ Code Com.Iiance Form P oject Sumrnary PRJ -SUM de ?* Apo p� • • * • REVIEWED FO R CODE COMPLMN APPROVED MAY 12 2008 Revised July 2007 RECEIVED CITY OF TUKWILA MAY 01 1(108 PERMIT CENTER Project Info Project Address Ben Bridge Jeweler Date 3/27/2008 g 1 South Center For Building Department Use Tukwila, WA Applicant Name: M- Retail Engineering, Inc Applicant Address: 750 Brooksedge Blvd. , Westserville, Oh 43081 Applicant Phone: 614 -818 -2323 M RETAIL Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 .• Area in ft2 Allowed x Area AREA 41 RETAIL SALES /FITT'G AREAS 1.50 2897.0 4345.5 AREA 41 RETAIL SALES /FITT'G AREAS /NOTE 410A DISPLY- TL5 /TL6 1.50 2897.0 4345.5 AREA 41 C,C1 - LOW VOLTAGE DOWNLIGHT (ADJUSTABLE) 4 35.0 140.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 8691.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed AREA 41 A,A1,A2 - METAL HALIDE DOWNLIGHT (ADJUSTABLE /35W) 74 43.0 3182.0 AREA 41 8,91,82 - COMPACT FLUORESCENT DOWNLIGHT(18W) 47 21.0 987.0 AREA 41 C,C1 - LOW VOLTAGE DOWNLIGHT (ADJUSTABLE) 4 35.0 140.0 AREA 41 D -REC. IOW VOLTAGE 12 80.0 960.0 AREA 41 E,E1- COMPACT FLUORESCENT DOWNLIGHT(26W) 12 28.0 336.0 AREA 41 J, J1 - 48" DOUBLE TUBE FLUORESCENT 9 62.0 558.0 AREA 41 K - CEILING MOUNTED LIGHT FIXTURE 1 60.0 60.0 AREA 41 L - WALL MOUNTED LIGHT FIXTURE 1 60.0 60.0 AREA 41 M - WALL SCONCE 9 75.0 675.0 AREA 41 Q,Q1- FLUORES. SURFACE FIXTURE 12 57.0 684.0 AREA 41 F- STRIP FLUORESCENT 3 17.0 51.0 AREA 41 G- STRIP FLUORESCENT 1 25.0 25.0 AREA 41 H- STRIP FLUORESCENT 6 32.0 192.0 AREA41 I- STRIP FLUORESCENT 1 14.0 14.0 AREA41 P,P1- FLUORES. SURFACE FIXTURE 12 62.0 744.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8668.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighiting ;Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage Project Info Proj Addres: Bridge Jeweler Date 3/27/2008 Area (ft perimeter (10 or # of items South Center Westfield Shoppingtown For Building Department Use FRONT OF STORE Tukwila, WA Name: M- Retail Engineering, Inc Appl. Name 750 Brooksedge Blvd., Westserville, Oh 43081 Appl. Phone 614 -818 -2323 14 RETAIL Project Description ❑ Plans Included requirements. New ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor I II Efficacy > 60 lumens/W • Controlled by 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 Locations Description Allowed Watts per ft or per If Area (ft perimeter (10 or # of items Allowed Watts x ft (or x If) Canopies and Overhangs FRONT OF STORE 1.25 W /ft2 320.0 400.0 g Allowed Watts Area (ft perimeter Allowed Watts Non - Tradable Locations Description per ft or per If (If) or # of items x ft (or x If) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 30C WALL MTD. M9 (39W) 3 44.0 132.0 X7C RECESSED DOWN LIGHT 2 32.0 64.0 tal P Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 2006 Washington State Nonresidential Energy Code Compliance Form E)Cterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage oroposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Watta Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Total Proposed Watts Revised July 2007 400.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 196.0 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 30C WALL MTD. M9 (39W) 3 44.0 132.0 X7C RECESSED DOWN LIGHT 2 32.0 64.0 tal P Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 2006 Washington State Nonresidential Energy Code Compliance Form E)Cterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage oroposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Watta Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Total Proposed Watts Revised July 2007 400.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 196.0 tal P Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 2006 Washington State Nonresidential Energy Code Compliance Form E)Cterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage oroposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Watta Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Total Proposed Watts Revised July 2007 400.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 196.0 2006 Washington State Nonresidential Energy Code Compliance Form E)Cterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage oroposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Watta Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Total Proposed Watts Revised July 2007 400.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 196.0 Lighting, Motor, and Transformer Permit %Plans ;Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms LTG-CHK Revised July 2007 Project Address Ben Bridge Jeweler 'Date 3/27/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations AREA #1 yes 1513.2 Area controls Maximum limit per switch AREA #1 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations NA n.a. vertical glazing Indicate vertical glazing on plans NA n.a. overhead glazing Indicate overhead glazing on plans NA yes 1513.4 Display /exhib /special Indicate separate controls AREA #1 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location sxGN/so w WINDOW LTS no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations RR /RECO RD n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans NA n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning NA EXIT SIGNS (Section 1514) yes ' 1514 'Max. watts 'Indicate watts for each exit sign I AREAL ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture NA yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture NA MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency INA ' TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency IAREA#2 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location °F PT CAi e g— 5oH3 wok- 3a, Qvo /zoo EC.oNo, I3, 1 NAG p„k P RECEIVED CITY OF TUKW REVIEWED FO CODE COMP E MAY 01 20( PERMIT CEN1 Fan E. ui.ment Schedule Equip. ID Brand Name' AO. Capacity Btu/h Equip. ID Brand Name' Model No.' CFM Efficiency° ' i. T H � : .7 �Ftow Control Location of Service /2-00 6co, o ,... N 8 p u p„k P RECEIVED CITY OF TUKW REVIEWED FO CODE COMP E MAY 01 20( PERMIT CEN1 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency° g n i CAAFiEF-- 5v H -S QO o 4- 3' 4o0 . /2-00 6co, o ,... N 8 p u p„k P REVIEWED FO CODE COMP E MAY 12 20Q6 Project Info Project Address NIALL Date 3 _13 _ 5,--- O ( SOO N CE4.1-re p_ 1914 /1 For Building Dept. Use Tit k ) k GvA . V1(94 7 Applicant Name: 136/4 73P-f pG e wcce�C J Applicant Address: Applicant Phone: CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical CH-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. fides Plans Equipment Schedules FILE COPY Include documentation requiring compliance with commis Vining equire Simple System 0 Complex System 0 Systerrt•,; rid ; r y Compliance Option _ • - - - - r l (See Decisioe Flpwatmt-(oven forgoaiifidations` ae ME hl ��i • OW The following information is required to be incorporated with the rr3. plans. For projects without plans, fill in the required information Revised July 2007 schedules on the LA 8 R e Nonresidential Energy Code Compliance Form echanical Permit Plans`:Checklist MECH =CHK c.. 2006 Washington State Nonresidential Energy Cade Compliance Forms Revised July 2007 Project Address 'Date & 13Crp c i ;r 6, u g 633 SA CENT ,� I 3 -/ 3 -af3 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes. no, n.a.) Code Section Component ( Information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance --/6t-0 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule t 11. YS 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1i60' Nth 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket Toss WA 1412 HVAC controls N 6 (3 1412.1 Temperature zones Indicate locations on plans MAO 1 'f 1412.2 Deadband control Indicate 5 degree deadband minimum ',,t fiat N /A- 1412.3 Humidity control Indicate humidistat ,� t ' & 4 e- 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 11 L Ot l yE'S 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage ii t N/A 1412.4.2 Optimum Start Indicate optimum start controls i t 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas 1/ , L- 1422 Thermostat interlock Indicate thermostat interlock on plans M ID I -S 1423 Economizers Equipment schedule Ho 1413 Air economizers YE 1413.1 Air Econo Operation Indicate 100% capability on schedule Mot N/A 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb ► fS 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance � IMF! T 1413.3 Integrated operation Indicate capability for partial cooling i ���w t www / � s q)P 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems /_.EC 1414.1 Duct sealing Indicate sealing necessary /1511 .1C- 1414.2 Duct insulation Indicate R -value of insulation on duct �7 H I 6 ik N /A 1415.1 Piping insulation Indicate R -value of insulation on piping / t M 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan t 1 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report r t 1434 Separate air sys. Indicate separate systems on plans f , ( t /A 1 '' I C � S Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer � SERVICE WA I EH HEATING ANU HEA 1 ED POOLS (Sections 1440 -1454) N/A 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank A t /��} ��d' r 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control e Nonresidential Energy Code Compliance Form ACTIVITY NUMBER: D08 -252 DATE: 09 -25 -08 PROJECT NAME: BEN JEWELERS SITE ADDRESS: 81 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ta. S Building D vision Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-30-08 Complete ❑� Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Documents/rouling slip.doc 2 -28 -02 I I)ERINIT COORD COPY • PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Flre ntion Structural Structural Review Required Planning Division Permit Coordinator n No further Review Required DATE: DUE DATE: 10 -28 -08 DATE: n C Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -252 PROJECT NAME: BEN BRIDGE SITE ADDRESS: 81 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # DATE: 05 -01 -08 Response to Incomplete Letter # After Permit Issued DEPARTMENTS: u ing uivision Public Works l 5 NA, 6- or DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: -/ APPROVALS OR CORRECTIONS: Documents/routing stip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP , Am, 6 Fire P revention Structural Incomplete TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division 1v 1 Permit Coordinator n DUE DATE: 05-06-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: n No further Review Required DUE DATE: 06-03-08 Approved ❑ Approved with Conditions 1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS � .)-s - wvL 91121/ 103 Summary of Revision: a , X IT ( S 'Q -?rte' Summary of Revision: Received by: --cc) /1i A.-4o V Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS � .)-s - wvL 91121/ 103 Summary of Revision: a , X IT ( S 'Q -?rte' Summary of Revision: Received by: --cc) /1i A.-4o V Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS � .)-s - wvL 91121/ 103 Summary of Revision: a , X IT ( S 'Q -?rte' Summary of Revision: Received by: --cc) /1i A.-4o V Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS a'vx � .)-s - wvL 91121/ 103 Summary of Revision: a , X IT ( S 'Q -?rte' Summary of Revision: Received by: --cc) /1i A.-4o V REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: A wat SITE ADDRESS: g I S o04 t -cw4-1.,-- 1461, V( REVISION LOG • PERMIT NO: )-S ORIGINAL ISSUE DATE: j ( g-- os (please print) (please print) (please print) ease print (please print) Created: 8-13 -2004 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us DOR - 0 2 6 - Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ^ � U Plan ChecWPermit 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: j P �1 -e w-e I e C � Project Address: 1 I apt c r d� }r M c t I �� `C� 1 ( �`� 4\ qU 1$ D Q Contact Person: �Co YL Phone Number: q26 yet - tt21d Summary of Revision: , Ac\ f x } Acu, c oz, r1C9 �C V'�C7 V�� A \r‘c ) PC.\-c3-1 - 5 /v,c ccA RECEIVED Crry OF TUKWILA SEP2 Rtia CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis Received at the City of Tukwila Permit Center by: I Entered in Permits Plus on q '� U applicationslforms- applications on linelrevision submittal Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 MERCHANTS BONDING CO WA10038 12/28/2001 Until Cancelled $12,000.0012/26 /2001 1 MERCHANTS BONDING CO WA10038 12/28/1993 12/28/2001 $6,000.00 Name Role Effective Date Expiration Date MARTINEZ, RONALD M 01/01/1980 SHRADER, SCOTT, S 01/01/1980 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEI 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. SHRADER 13 MARTINEZ CONST INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County SHRADER Et MARTINEZ CONST INC 6022827554 160 DRY CREEK ROAD SEDONA AZ 86336 OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601512842 ACTIVE SHRADMC070BC CONSTRUCTION CONTRACTOR 1/3/1993 1/10/2009 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • https: / /fortress.wa. gov /lni/bbip/Detail.aspx ?License= SHRADMC070BC • Page 1 of 2 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 07/18/2008 — ■IMPAtiMMI■■■■i►,U∎1 ∎PIZ! 'rll�'rl��rl� fS7[��f�I��l♦ INTERIOR ELEVATION SCALE: 1/4 1' - O" NON- ILLUMINATED SIGN BRUSHED - STEEL FACE FINISH 19 ON WALLCOVERING BACKGROUND FINISH 9 NEN - 5TO DECORATIVE COLUMN: x THICK (MDF) MEDIUM DENSITY FIBERBOA - 5/8" METAL STUDS CONSTRUCTION WI FINF# - 21 C/W WOOD FRAMING FINISH (CHECK & VERIFY),_ DESIGN & FINISHES NEW TO MATCH EXACTLY WITH-EXISTING. - GRILLE ROLL DO OR LEGEND: EXISTING SHOWCASES, CASH COUNTER, WORKSTATION, WINDOW DISPLAY, WASHROOM, JEWELER /WATCHMAKER'S BENCH, STORAGE COUNTER & CABINETS ABOVE TO REMAIN AS IS. EXISTING SHOWCASES, WINDOW DISPLAY, WASHROOM, STORAGE COUNTERS & CABINETS ABOVE TO BE RE- LOCATED AS SHOWN. 517 DECORATIVE COLUMN WITH WOOD FRAMING PANEL FINISH 20 0 O LL =woof g gl■ ta EMERGENCY EXIT DOOR: 2 'Arm a - Dor' SYSTEM BY "SARGEANT and GREENLEAF" WITH PANIC HARDWARE AS REQUIRED BY LOCAL BUILDING CODES & BY -LAWS. IM ME (TYPI FINIS 5 C/W EXISTING RE- LOCATED IT -DOWN •HOWCA.ES NEW /EXISTING (RELOCATED) STOCKROOM STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =30 LINEAR FEET 5 Fil 5 4 2b 2' -0" 4 C � 151 151 4 I E FIXTURE PLAN LAYOUT SCALE: 1/4 1' -0" 2b 5 4 4 SCALE: 1/4'= 1' -0" 24' -0" EXISTING INTERIOR ELEVATION TO REMAIN EXISTING ROLL -UP GRILLE DOOR ±58' -7" CHECK & VERIFY SITE MEASUREMENTS EXISTING STOREFRONT DISPLAY WINDOWS, DECORATIVE COLUMNS & ROLL -UP GRILLE DOOR, ETC. TO REMAIN AS IS. EXISTING STOREFRONT DISPLAY WINDOWS TO REMAIN AS IS . 3/8" THICK LAMINATED (TINTED) GLASS WINDOW, SEE -THRU © WATCHMAKER'S SIDE. FRAMES FINISH T o MATCH PICTURE FRAM o BLACK FINISH. A4 cn C, A4 INTERIOR LEVATION SCALE: :./4'= 1 -0" INTERIOR ELEVATION SCALE: 1/4 1' -0" DOOR TO STOCKROOM. NEW INTERIOR ELEVATION TO MATCH EXISTING SCALE: 1/4'= 1' -0" DECORATIVE COLUMN (TYPICAL) —WITH WOOD FRAMING FINISH © C/W PANEL FINISH 5 SIMILAR DETAIL Al2 1 L {Ts] 20 (AT RETAIL). ITEM NO. FLAT SCREEN T.V. MONIT NEW (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. DESIGN & FINISHES ARE TO MACH EXACTLY WITH EXISTING. 9 9 NON- ILLUMINATED SIGN BRUSHED — STEEL FACE FINISH 19 ON WALLCOVERING BACKGROUND FINISH EXISTING STOREFRONT DISPLAY WINDOW, WORK COUNTER, STOCKROOM DOOR, WATCHMAKER /JEWELER'S GLASS WINDOWS, & WALL FIXTURES TO REMAIN AS IS. C J 0 U- north CNI ua C, 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 submitta and may include additional plan review fees. X08 - 252% No. Date Title Drawn CADD -1 Checked DAU Retail No.740 Project 9869_1D121 Signature O 0 Watt strategy+ design 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.n REGISTE E.D RCH1TECT A. UDKO STATE OF WASHINGT N 3408 FILE COPY Permit No. n 420 Plar review approval is subject to emirs and ergs-sins. Approya! of construction documents does not authorize the violation of any adopted code or ordinance. Receipt 0 approved Fie! opy and M •a, "o 4 is acknowi ed: A. By W EVA Date:, c :7 9; REVIEWED PLIANCE CODE Co APPROVED SEP 26 2N8 City Of Tukwila BUILDING DIVIS'IQ.I City of Tukwila BUILDING DIV /SION 09/23/08 Revised Storefront as per City's comments CADD -1 CADD -1 CADD -1 CADD -1 CADD -1 CADD -1 CADD -1 CADD -1 07/02/08 ISSUED TO CLIENT 06/30/08 GENERAL REVISIONS 04/02/08 ISSUED TO CLIENT 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 12/19/07 ISSUED TO CLIENT DO NOT SCALE DRAWINGS. Project BEN :RIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Revision Drawn Contractor must verify all job dimensions. drawings, details and specifications and report any discrepancies to designers before proceeding with work. Watt will not be liable for any errors and omissions not reported by General Contractor. FIXTURE PLAN & WALL ELEVATIONS RECEIVED SEP 252008 PERMIT CENTEI - Date December 2007 Scale AS NOTED Drawing Data OF 22 SHEETS This drawing not to be used for construction until countersigned. The contents of this drawing are the copyright of Watt and are not to be reproduced in whole or in part without the express written consent or the copyright owner. Watt will not assume responsibility for any negligent errors or omissions. T 416.364.9384 300 Bayview Avenue F 416.364.1098 Toronto, ON W wattintl.com Canada M5A 3R7 Watt International Inc. an Envoy Group Company T'S L CTOR OV1DE TALL TILE FINISH ROM ALL (IF ED) TO FRONT LINE. K /II EXISTING AND NEW STOREFRONT LEASE LINE wer 1 1rd X417 I/ TENANT'S GENERAL Bo CONTRACTOR TO PROVIDE & INSTALL LIMESTONE TILE/ FLOOR FINISH 0 I I FROM THE LEASE LINE TO THE p� INSIDE STOREFRONT COLUMN BASE OF STORE AS I I SHOWN. (CHECK I I & VERIFY) J NEW I I CLOSURE I I LINE I I II I I I I 'll If : -- �-- -ter — �\ , � �� o �%I/J,'/IL�%I�%%I/.�/I/.� .. %I 1 1114.;EArrAKAA r I ,Lim ' ,1�.� � � / I 3 ,� �. I te � I id ,...44u, ;, . r A.7 r I 4, ►�% � I I I �/ / I I / � I 1 � i� rgr#A .� r r I r r � ►.rM .II� I I o ► �I 01 1 i ! i�i � � Ig� 11. /.�� / , i . I . / / .I/ 4 0 I 0, I r I I %, / II . /. /. . �i.�i. / /.� /II 0 �o� / /.. / /. /., /. . � II i r ir�i�� �irII I /I / II f A / . I I I II / t 'r r r li �rlrI� u ■ ■ ■1 ■ ■ ■il Z I i ■ I ■ ■ x I _ r ■ ■ ®I ■ ■ (D I m • , irnii ■ ■I ■ ■I■ ! I cry •I . mm , PI IMMIIIIMPI • M° yc Z -ui p V ■ ■I IT UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EXISTING RESTRIOM LAYOUT TO REMAIN, MA E GOOD ALL FITTING, EQUIPIV ENT AND APPLY NEW FINISHES AS SPECIFIED. STOREFRONT DISPLAY, AND ENCLOSURE TO BE CONSTRUCTED, AND TO MATCH EXISTING. LINE OF NEW DROPPED GYPSUM BOARD BULKHEAD ABOVE @ 9' -0" ( A.F.F.L.) / ABOVE FINISH FLOOR LINE / AS SHOWN. / \ / 1. / LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO REMAIN & RE- FURBISH ABOVE @ 9' -0" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. - I \ J \ LINE OF EXISTING DROPPED \ GYPSUM BOARD BULKHEAD TO REMAIN AS IS ABOVE @ 9' -6 1/2" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. SECTIONS TO REMAIN, REPAIR, MAKE GOOD AS REQUIRED. / LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO REMAIN AS IS ABOVE @ 10' -6 1/2" (A.F.F.L.) ABOVE FINISH \ FLOOR LINE AS SHOWN. LINE OF NEW DROPPED BOARD BULKHEAD ABOVE 10' -6 1 /2" ( A.F.F.L.) AB FINISH FLOOR LINE AS S LINE OF EXISTING I'OPF GYPSUM BOARD BULK TO REMAIN AS IS ABOVE 9' -0" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS \ SHOWN. LINE OF NEW DROPPED GYPSUM BOARD BULKHEAD ABOVE @ 9' -6 1/2" ( A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO REMAIN AS IS ABOVE @ 9' -6 1/2" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS WN. EXISTII! . TOILET� 3 -5/8" 2O METAL STUDS CD 8" O.C. COMPLETE WfiH 5/8" THICK WATER RESISTANT GYPSUM BOARD \ WITH IMPERMEABIFI ISHES O AS REQUIRED BY 4OCAL CODE . PROVI E AND INSTALL 1/2" THICK PLYWOOD AT ALL OILET ROOM INTERIOR WALLS, (BEHTID TO G. .B. FINISH SURFACE), (�IIEW PAINT I FINISH 3 AS 1` NOTED ON DWG. NO. A4 & A6 - WAL ELEVATIONS & REF CEILING ILAN -TO REMAIN. EXISTING STOREFRONT SECTIONS TO REM REPAIR, MAKE GOOD CONSTRUCTION PLAN EXISTING STOREFRONT EXISTING STOREFRONT LEASE LINE EXISTING CLOSURE LINE ±58' -7" (C 1/r mu. SCREED 1RAREMON (ZINC.) SIRP SECURE Ta FTDDR CARPET TO GRANITE TILES AT STOREFRONT AREA DETAIL -1 FULL SCALE CARPET GRIPPER I NO TRIPPING HAZARDS I NOTE: EXISTING RE- LOCATED SECURITY SAFE 35 "D X 41"W X 67 "H 4200 LBS. "AMESEC SAFE". TENANT'S GENERAL CONTRACTOR TIZCLARI ADDITIONAL STRUCTURAL REQUIREMENTS TO_ SUIT LANDLORD'S CRITERIA AND LOCAL BY -LAW REQUIREMENTS AND REGULATIONS. PROVIDE STEEL PLATE UNDER TO DISPERSE ANY POINT LOAD AS REQUIRED. 15' -3 1/8" NOTE : REFER TO D STOCKROOM SIG. NO. A5 FOR WALL ELEVATIONS. - NOTE: ALL MATERIALS AND WORK TO MEET ALL LOCAL CODES AND ORDINANCES LEGEND EXISTING LANDLORD'S DEMISING WALL PARTITIONS TO REMAIN. PROVIDE NEW 5/8" TYPE "X" FIRECODE GYPSUM BOARD TO MATCH EXISTING, PATCH & REPAIR WHERE DAMAGED DUE TO DEMOLITION, TO MAINTAIN FIRE RATING. WHERE NEW DEMISING PARTITION IS REQUIRED, TENANT'S GENERAL CONTRACTOR IS TO PROVIDE at INSTALL 6" X 25 GA. METAL STUDS @ 2' -0" D.C. AND 5/8" THICK FIRECODE GYPSUM BOARD TYPE 'X' (@ TENANT'S SIDE) TAPED WITH SPACKLED JOINTS FROM FINISHED FLOOR TO ROOF DECK READY TO RECEIVE SFl ECTED FINISHES. ALL WORKS TO MEET LOCAL BY -LAWS & REGULATIONS. NEW DRYWALL PARTITIONS BY TENANT'S CONTRACTOR, 3 5/8" METAL STUDS WITH 5/8" GYPSUM BOARD TAPED, FILLED & SANDED READY FOR SELECTED FINISHES (EXCEPT WHERE NOTED). EXISTING DRYWALL PARTITIONS PARTITION TO REMAIN MAKE GOOD AS REQUIRED. oWCAS 120 ITEM ; &I EXISTING STA I -UP & -DOW SHOWCA. FS: ITEM No'S. 201 to 207 ; 301. to 308 ; & STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =30 LINEAR FEET IMPORTANT NOTE: AFTER DEMOLITION HAS BEEN DONE, THE TENANTS GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT & DESIGNER REGARDING THE LOCATION OF EXISTING LANDLORD'S COLUMN OR ANY OTHER EXISTING CONDITIONS THAT MIGHT AFFECT THE NEW STORE DESIGN. GENERAL CONTRACTOR TO LAY OUT ALL PARTITIONS, STOREFRONT & SHOWCASES, ALL AS SHOWN ON THEIR RESPECTIVE DRAWINGS & VERIFY DIMENSIONS PRIOR TO STARTING WORK OR ORDERING ANY COMPONENTS. CONTACT RODNEY SOELTER (206) 542 -2517 FOR SHOWCASE TEMPLATES EXPANSION JOINTS: SHOULD ANY EXPANSIONS/ CONSTRUCTION JOINTS OCCUR OR BE REQUIRED ON FLOOR, DEMISING WALLS AND CEILING, TENANT CONTRACTOR SHALL PROVIDE A SLIP -TYPE JOINT and BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL MATERIALS AND FINISHES AFFECTED BY SUCH JOINTS IN A MANNER CONSISTENT WITH LANDLORD CRITERIA AND BUILDING CODE. THE CONTRACTOR IS TO FIELD VERIFY THAT ALL CONNECTIONS FOR THE SUPPORT OF TENANT STOREFRONT, CEILINGS OR OTHER TENANT IMPROVEMENTS TO ANY EXISTING STRUCTURE (INCLUDING BEAMS, PURLINS, METAL DECKING, SUSPENDED SLABS, WIRES ETC.) ARE PERFORMED ACCORDING TO PLANS, SPECIFICATIONS AND LOCAL CODE REQUIREMENTS. FURTHERMORE THE CONTRACTOR SHALL CONFIRM THAT SUCH EXISTING STRUCTURE SHALL IN FACT BE THE SAME TYPE THICKNESS AND STRUCTURAL PROPERTY AND CHARACTERISTICS AS REPRESENTED ON THE DRAWINGS. ANY DIFFERENCE TO STRUCTURAL CHARACTERISTICS NOTED ON THE PLAN SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR ARCHITECTS CONFIRMATION OR DIRECTION. GE \ERAL CO\TRACTOR SHOULD VISIT SITE TO FAVIILIARIZE ev it -110 ce HIvSELF WITH EXISTI\G cooe ® I � CO\DTIO \S PROL NOTE: FIXTURE CONTRACTOR TO S . '' SE INSTALLATION BY GENERAL CONTRACTOR OF SHOWCASE FIXTURES THAT HE PROVIDES. TENANT'S GENERAL CONTRACTOR SHALL INSTALL EXPANSION JOINTS IN FLOOR FINISH (i.e. WOOD, TILE) TO CORRESPOND WITH THOSE OF BASE BUILDING SLAB. COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 II MI 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax CROWE BUILDING SPECIALTIES INC. 1229 N. 9TH ST. SEATTLE, WASHINGTON, 98103 tEL (206) 525 -9677 FAX: (206) 525 -9681 Vie8 ID A. Link ' STATE OF WASHING TON GENERAL FURNISH ROLLING GRILLES BY ALUMATEK,INC. PREPARATION OF OPENING, ACCESS PANELS, FIELD PAINTING AND ELECTRICAL WIRING SHALL BE BY OTHERS. SOLID CURTAIN - SA MODEL SHALL CONSIST OF A HORIZONTAL ALUMINUM HINGE SYSTEM 7/8 X 1/2" SPACED Al 4" ON CENTRE. THE CURTAIN BETWEEN THE HINGE SYSTEM SHALL CONSIST OF 3 -1/2" X 1/8" THICK CONTINUOUS ALUMINUM PANELS. THIS EXCLUSIVE DESIGN OFFERS THE SAME APPEARANCE FROM EITHER SIDE. EACH SLAT TO HAVE END LOCKS FOR GUIDE RETENTION ANDALIGNMENT. SATIN ANODIZED FINISH. BOTTOM BAR - SHALL BE TUBULAR IN CONSTRUCTION AND HAVE THE ABILITY TO AUTOMATICALLY ADJUST TO FLOOR SLOPE UP TO 1 1/2" ACROSS THE OPENING WIDTH WITHOUT CAUSING THE CURTAIN TO SLACK OR FOLD. BOTTOM BAR BASE SHALL BE 3 -7 /B" WIDE. PROVIDE A COVER PLATE AT BOTTOM. GUIDES - TO BE EXTRUDED ALUMINUM WITH A DOUBLE RETAINING BAR TO OPERATE IN CONJUNCTION WITH CONTINUOUS END LINKS FOR THE PURPOSE OF PREVENTING CURTAIN BEING PULLED FROM THE GUIDE. GUIDES WILL HAVE SPECIAL EXTRUSIONS TO MAKE IT POSSIBLE TO ADJUST CURTAIN STOPS AND LOCK CATCHES TO ANY POSITION. GUIDES WILL BE EQUIPPED WITH WOOL PILE OR VINYL INSERTS TO ELIMINATE METAL TO METAL CONTACT, (ANODIZED ALUMINUM DARK BRONZE FINISH). LOCKING DEVICE - LOCKS TO BE CONTROLLED BY A THUMB TURN DOUBLE THROW BOLT WHICH LOCKS AT BOTH JAMBS, THE THUMB TURN TO BE LOCKED BY A MORTISE TYPE CYLINDER. ALL LOCKING TO BE ACCOMPLISHED FROM ONE LOCATION. BRACKET PLATES - NOT LESS THAN 3/16" STEEL PLATES WITH HIGH QUALITY SEATED BALL BEARINGS. COUNTERBALANCE ASSEMBLY - SHALL BE HELICAL TORSION SPRINGS WITH A 257. OVERLOAD FACTOR PERMANENTLY LUBRICATED AND MOUNTED ON A SOLID TORSION ROD NOT LESS THAN 1" IN DIAMETER WITH TENSION ADJUSTING WHEEL ON OUTSIDE OF BRACKET. BARREL ASSEMBLY TO CONSIST OF STEEL PIPE NOT LESS THAN 6" IN DIAMETER. DEFLECT OF SHAFT SHALL BE LIMITED TO 0.03" PER LINEAR FOOT OF BARREL MOUNTING TUBE - FURNISH 2 -1/2" X 2 -1/2" STEEL TUBES TO BE FASTENED TO EXISTING STRUCTURAL SUPPORT TUBES AS DIRECTED. FINISH - CURTAIN STANDARD SHALL BE MILL FINISH. ANODIZED COLOURS AVAILABLE_ BOTTOM BAR AND GUIDES CAN BE CLEAR, BRONZE. BLACK, WHITE OR POWDER COATED A WIDE VARIETY OF COLOURS. MOTOR OPERATION - FURNISH MODEL G1 MOTOR OPERATOR. INTEGRAL ASSEMBLIES WITH UL APPROVED NEMA ELECTRICAL COMPONENTS CONSISTING OF AUTOMATIC RESET THERMAL OVERLOAD, INTERNAL REVERSING MAGNETIC CONTROLLER AND A 24 VOLT 3- BUTTON STATION. ELECTRICAL INTERLOCKS ON ALL MOTOR OPERATORS PREWIRED IN FACTORY. No. Date 09/23/08 Revised Storefront as per City's comments CADD -1 07/02/08 ISSUED TO CLIENT CADD -1 06/30/08 GENERAL REVISIONS CADD -1 04/02/08 ISSUED TO CLIENT CADD -1 04/01/08 ISSUED TO LANDLORD CADD -1 02/21/08 ISSUED TO CLIENT CADD -1 12/19/07 ISSUED TO CLIENT CADD -1 Revision Drawn Contractor must verify all job dimensions, drawings, details and specifications and report any discrepancies to designers before proceeding with work. Watt will not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS. Project BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 ONSTRUCTION PLAN, OTES & DETAILS RECEIVED SEP 25 PERMIT CENTER Drawn CADD -1 Checked DAU Retail No.740 Project 9869_ 1D161 Signature Date Date December 2007 Scale AS NOTED Drawing OF 22 SHEETS This drawing not to be used for construction until countersigned. The contents of this drawing are the copyright of Watt and are not to be reproduced In whole or in part without the express written consent of the copyright owner. Watt will not assume responsibility for any negligent errors or omissions. Watt intornaacriai Inc. Watt strategy +design T 416.364.9384 F 416.364.1098 W wattintl.com 300 Bayvlew Avenue Toronto, ON Canada M5A 3R7 an Envoy Group Company No. Description A1 COVER SHEET A2 FIXTURES/ FINISHES SCHEDULE, SCOPE OF WORK, & GENERAL NOTATIONS A3 EXISTING CONDITIONS A4 FIXTURE '� PLAN & WALL ELEVATIONS A5 STOCKROOM WALL ELEVATIONS. A� REFLECTED CEILING PLAN AND LIGHTING LEGEND ? A/ ELECTRICAL PLAN AND ELECTRICAL LEGEND A8 CONSTRUCTION PLAN, NOTES AND DETAILS A9 • A 1 � SHOWCASE LAYOUT PLAN ACCESSIBILITY DETAILS & NOTES Al 1 TYPICAL CEILING DETAILS & TYPICAL NOTATIONS. A 12 CONSTRUCTION WALL SECTIONS, DETAILS & SEE —THRU WINDOW DETAILS A 13 STOCKROOM & SAFE DOOR DETAILS A 14 DOOR /HARDWARE SCHEDULE & INTERIOR COLUMN DETAILS A 15 STOREFRONT ELEVATIONS, SECTIONS & DETAILS A16 STOREFRONT PLAN DETAILS A 1 7 STOREFRONT SECTIONS & DETAILS A 18 STOREFRONT SECTIONS & DETAILS A19 SECTIONS & WINDOW DETAILS A20 PICTURE FRAMES ELEVATIONS & DETAILS 4421 1 HR. TENANT DEMISING PARTITION (TYPICAL) F1 TYPICAL SIT — DOWN /STAND r•i in%AIrA[`r rl E IATIMIC 2,. F2 G1 1� !S-2 M101 M501 M511 E101 E111 E501 E511 SIT —DOWN DETAIL SECTION TYPICAL STAND —UP /SIT —DOWN SHOWCASE ELEVATIONS & STAND —UP (© PERIMETER & ISLAND) DETAIL SECTIONS GATE & CASH /WRAP COUNTER DETAIL SECTIONS ICBO Evaluation Report INTERIOR & EXTERIOR NON — ILLUMINATED SIGNAGE DETAIL, STOREFRONT CLOCK DETIALS & SIGNAGE SCHEDULE ILLUMINATED "BEN BRIDGE jeweler (EXTERIOR) SIGNAGE DETAILS MECHANICAL PLAN MECHANICAL DETAILS MECHANICAL SPECIFICATIONS POWER PLAN and POWER LEGEND ELECTRICAL PLAN and ELECTRICAL LEGEND ELECTRICAL SCHEDULE and RISER ELECTRICAL SPECIFICATIONS Project Directory PROJECT NAME: BEN BRIDGE JEWELER PROJECT DESCRIPTION: RETAIL JEWELRY SALES PROJECT LOCATION: SOUTH CENTER MALL 81 SOUTHCENTER, LEVEL 1, UNIT 1 740, TUKWILA, WA. 98188 TENANT: BEN BRIDGE JEWELER 2901 THIRD AVENUE, SUITE # 200 SEATTLE, WASHINGTON, 98121 LANDLORD: WESTFIELD, LLC 633 South Center SEATTLE, WA 98188 CONTACT: Mr. DANYULE W. BRAKUS (Regional Tenant Coordinator — Nothwest) TEL. No. (206) 802 -6070 FAX No. (310) 689 -5702; Mobile: (213) 399 -0959 EMAIL: dbrakus@westfield.com TENANT'S ARCHITECT: DAVID A. UDKOW, ARCHITECT 1181 NORTH 113th WAY SCOTTSDALE, AZ. 85259 TEL No. (480) 614 —3385 FAX No. (480) 614 —0209 MECHANICAL, PLUMBING, ELECTRICAL ENGINEER: M. RETAIL ENGINEEING INC. 750 BROOKSEDGE BLVD. WESTERVILLE, OHIO 43081 CONTACT: MR. RAJAI NAHASS TEL: (614) 818 -2323 ext. 3249 FAX: (614) 818 -2337 Cell: (xxx) xxx —xxxx GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. BUILDING /DWEELING CODE: IBC 2006 (State Building Code, WAC Chapter 51 -50) STRUCTURAL CODE: IBC 2006 (State Building Code, WAC Chapter 51 -50) PLUMBING CODE: UPC 2006 (State Building Code, WAC Chapter 51 -56 and 51 -57) ELECTRICAL CODE: NEC 2006 I Laws, Rules & Reg. For Installing El. Wires & Equip. (WAC) 295 -468) MECHANICAL CODE: IMC 2006 (State Building Code, WAC Chapter 51 -52) ACCESSIBILITY CODE : ADAAG (State Building Code, WAC Chapter 51 -40) FIRE /LIFE SAFETY CODE: IFC 2006 (State Building Code, WAC Chapter 51 -54) ENERGY CODE : 2006 Washington State Energy Code (State Building Code, WAC Chapter 51 -11) INCLUDING ALL APPLICABLE SUPPLEMENTS OR AMENDMENTS THERETO. GROSS LEASED AREA: ± 2,634.04 SQUARE FEET SALES AREA : ± 2,106.27 SQUARE FEET BACKROOM AREA : ± 527.76 SQUARE FEET OCCUPANT LOAD: (PUBLIC) 2,106.27 /30 = 70.2 (NON— PUBLIC) 527.76 /300 = 1.759 TOTAL OCC. LOAD = 71 TOTAL NUMBER OF EMPLOYEES = 7 r 1912 SOUTH CENTER MA L 81 SOUTHCENTER MALL LEVEL 1, UNIT # 740 TUKWILA, WA. 98188 CONSTRUCTION TYPE: TYPE III — N DESCRIPTION: FULLY SPRINKLERED OCCUPANCY TYPE: CROUP 'M' OCCUPANCY (MERCANTILE) EXIT REQUIREMENTS: (2) EXIT REQUIRED (2) EXIT PROVIDED (AS SHOWN ON SHEET El 01 EXIT ILLUMINATION: EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON PLANS. MUNICIPAL REVIEW: BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING DEPARTMENT MISCELLANEOUS NOTES: TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC. AS SET FORTH BY THE LANDLORD. FIRE SPRINKLER NOTES: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE FIRE SPRINKLER CONTRACTOR SHALL MODIFY THE SYSTEM, AND PERFORM HIS WORK IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS, LOCAL CODES & REGULATIONS AT TENANT'S EXPENSE. FIRE SPRINKLER CONTRACTOR SHALL DESIGN & PREPARE CALCULATIONS & SHOP DRAWINGS & SUBMIT THEM TO THE BUILDING DEPT., FIRE MARSHALL & LANDLORD'S INSURANCE COMPANY FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. HEADS THROUGHOUT SHALL BE SEMI RECESSED, CHROME FINISH IN THE SALES AREA AND PENDANT TYPE IN THE BACKROOM AREA. FIRE SPRINKLER CONTRACTOR TO BE THE LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. GOOD _ABOR RELATIONS SHALL APPLY @ ALL TI v ES. LANDLORD'S NOTES: — PROVIDE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF LOCAL "WESTFIELD CORPORATION" AUTHORITY. DO NOT FASTEN TO MALL FINISH MATERIAL. — APPROVAL IS SUBJECT TO VERIFICATION OF CONDITIONS & COMPLIANCE WITH PROCEDURES FROM LOCAL "WESTFIELD CORPORATION" AUTHORITY. — PRIOR TO START OF ANY CONSTRUCTION, THE TENANT'S GENERAL CONTRACTOR WILL ATTEND A PRE — CONSTRUCTION MEETING WITH "MALL MANAGEMENT" AND THE "LANDLORD'S TENANT COORDINATOR ". — TENANT CONTRACTOR SHALL PERFORM FIRST —CLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD'S APPROVAL. SEPARATE PERMIT REQUIRED FOR echanical Electrical umbing Gas Piping City of Tukwila BUILDING DIVISION .; 1 ) NI > O STROM I. 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. • • J ItMal TIDE 13 KEY PLAN NT TO SCALE igt : Site Plan NOT TO SCALE 7211 FILE COPY Permit No. Plar review approval is subject to errors and omissions. Approval of construction documents does not audrorize the violation of any armed code or ordnaTICO. Receipt of approved Field • r andco I b adcnowledged: By r :—> 113111 .r Date :, --DA City of Tukwila BUILDING DIVISION m -I--I .' _...I was-, N .I . — i, FL ti • • -..3 • _..__!'till iE Y I I . north -41Q,Pthilt4E RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net estfield Working Drawing Review Approved Approved as Noted ® Resubmit These drawings have been reviewed for general design Intent only. All actual Feld conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the fob site - I times. 04/01/08 ISSUED TO LANDLORD 02121/08 ISSUED TO CLIENT 12/19!07 ISSUED TO CLIENT Ma Cab Robbie DO etur SCALE DEAVANGS. FIN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Vey Rod X740 igned Date COVER SHEET Cbsciand DAU Snob AS NOTED Pitied 9869_ ID001 Sionattne ole watt •• : Dab 4/13/08 V Dann CADD -1 oda JANUARY 2007 I L 1 CADI CADI CADI DANIM pionesdittg e talc. 1 we not be I for any was and by Al OF 21 HEE Ns &swing net in be used tr Elital[den unE Tee anninnb al Ns &Wong no the ociegi WA cal anit not to be repodunad In vAinin or In put wribiut ' = ':'c annant oP� copydght o r.lmil notes Imo- =" newt snug GS =i4 ale WAN/ A 41 0:i if, -ARA= emit 3R7 No. Description Qtyi Nor SHOWCASE FABRIC: ENTRY TILE: (GROUT: WARM GRAY COLOUR TO MATCH)) 1 LIMESTONE TILE: HONED (16" x 16" X 5/8 ", SLAB) LAGOS AZUL. "WALKER ZANGER" (OR EQUAL): TEL. No. (713) 300 -2935; CONTACT: ROBIN 101 -119 ** 17 ° BEN BRIDGE JEWELER" STAND-UP SHOWCASES. SEE DWGS. A4, A9 & F2 FOR DETAILS. 19 STAINLESS BASE: "STYLMARK" FLAT BARS #110305 2 (.070 THICK x 7" HIGH x 8' -0" LONG) BRUSHED STAINLESS STEEL FINISH #5510. 120-121 SHOWCASE PADS: 2 CARPET: 3 BY OWNER, CONTACT: MR. SCOTT JOHNSON of "BEN BRIDGE CORP." (206) 239 -6841 122 1 WOOD VENEER (BROWN): 4 WHITE OAK, QUARTER CUT VENEER COMPLETE WITH BROWN STAIN FINISH TO MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN). SAMPLE TO BE SUBMITTED FOR APPROVAL & CASH — #908 -7341 123 � �� SOUD WOOD (BROWN): COUNTER, & FACE OF CUT —OUT SIGNAGE) CHEMETAL SERIES 900: SATIN BLACK ALUMINUM FINISH " CHEMETAL CORP ", TEL: (203) 375 -5300 OR 1- 800 -807 5 WHITE OAK, OAK SOLIDS COMPLETE WITH BROWN STAIN FINISH TO MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN). SAMPLE TO BE SUBMITTED FOR APPROVAL 5 124 * SUSPENDED "3form" ACRYUC PANELS. SEE DWGS. A4, A6, A8 & A9 FOR DETAILS. WOOD VENEER (GRAY): WALL) -0126 ext. 2656 WHITE OAK, QUARTER CUT VENEER COMPLETE WITH GRAY STAIN FINISH TO MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN). GRAY STAIN BASED ON SHERWIN WILLIAMS PAINT CHIP: PAVESTONE SW 2134 (EXTERIOR). SAMPLE TO BE SUBMITTED FOR APPRO VAL 20 125 -127 MFG. MODERNA : " EV 3 O FORM WHITE " — VARIA COLLECTION GAUGE : 1/4" THICK FRONT FINISH : PATINA; BACK FINISH : SUPERMATTE CONTACT : Ms. LISA MacVICAR —Tel. No. 1- 800 -726 Or 1 -800- 667 -8453 (US) WORK COUNTER TOP, FINISH 23 C/W STORAGE CABINET BELOW, FINISH 24. SEE DWGS. A4, A5 & A9 FOR DETAILS. SOLID WOOD (GRAY): 7 WHITE OAK, OAK SOLIDS COMPLETE WITH GRAY STAIN FINISH TO MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN). GRAY STAIN BASED ON SHERWIN WILLIAMS PAINT CHIP: PAVESTONE SW 2134 (EXTERIOR). SAMPLE TO BE SUBMITTED FOR APPROVAL 128 -130 MOSAIC TILE: (GROUT TO MATCH "FLEXILE" PLATINUM 101 OR EQUAL) 257), OR DELETED 8 21 TWO (2) ROWS: 3/4 THICK MDF (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUSTABLE SHELVES (ABOVE STORAGE CABINET) ON HEAVY STANDARDS & BRACKETS, MELAMINE FINISH 24. SEE DWGS. A4, A5, & A9 FOR DETAILS. 3 WALLCOVERING: 9 "MAHARAM WALLCOVERING" VINYL & POLYESTER WALLCOVERING "WHIRLWIND 394001... #011 PLATINUM 54" WIDTH. CONTACT: TEL. No. (516) 582 -3434 OR 1 -800 —645 -3943 ALL INTERIOR WALL MOUNTED WHITE OAK VENEER BROWN STAIN FACED PILASTERS C/W BANDS (DECORATIVE COLUMNS). SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. MARINE PANELS: STOCKROOM SHELVING UNITS, FINISH 23. SEE DWGS. A4, AS & A9 FOR DETAILS. BENCH UPHOLSTERY: 10 MFG. : POLLACK PATTERN : RHEA RANGE COLOR : 9903/02 OSTRICH FATHERS CONTACT: (212) 627— 7766 WALL ABOVE COUNTER) 14 1 * * ALL INTERIOR HORIZONTAL BAND AT WALLS (CHAIR RAIL ETC.): 3/4" X 5 1/2 SOLID WOOD WHITE OAK BAND; 3/4 X 5 1/2 HARDWOOD WHITE OAK BASE , ETC. SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. VINYL SHEET FLOOR: (TOILET ROOM) "ARMSTRONG "; VINYL INLAID SHEET FLOORING 'CONNECTION CORLON' #85702 WHITE CLIFFS C/W SECURABOND SYSTEM ADHESIVES: S -235 — FULL SPREAD IN FIELD AREAS; S-200 AT ALL SEAMS; , & S -580 OPTIONAL IN FLASH COVE AREAS. PROVIDE 4" HIGH COVE BASE FINISH TO MATCH. "ARMSTRONG WORLD INDUSTRIES" TEL: 1 -877 ARMSTRONG (1- 877-276- 7876). 11 E ASTIC LAMINATE: (STOCKROOM SHELVING) EQUAL. 23 VINYL FLOOR 11LE: (STOCKROOM) 1 /A PREMIUM EXCELON "ARMSTRONG" VINYL COMPOSITION TILE: 12" X 12" X 1/8" THICK, COLOUR: STONETEX #52125 GRANITE GRAY PROVIDE 4" HIGH COVE BASE FINISH TO MATCH "ARMSTRONG WORLD INDUSTRIES" TEL: 1 877 ARMSTRONG (1 -877— 276- 7876). ALL EXTERIOR VERTICAL & HORIZONTAL BAND AT STOREFRONT COLUMNS, WALLS ETC. PROVIDED BY OTHERS: PRE - FINISHED, CUT TO SIZE AND GENERAL CONTRACTOR. SEE DWG. A4, A8, A15, A16, A17, A18, M9, A22... FOR NOTATIONS & DETAILS. 144 -145 ** NON- ILLUMINATED SIGN MOUNTED TO HANGING SIGN PANELS. SIGNS TO READ: GOLD, DIAMONDS, ROLEX c/w LOGO, WATCHES, & REPAIRS. SEE DWGS. A4, & 15 -1 FOR NOTATIONS and DETAILS. 2 PAINT: (MAIN CEILING) COLOUR: CINDER BLOCK #SW 1008 LRV 49 %, LATEX EGGSHELL FINISH. "SHERWIN WILLIAMS" OR EQUAL; TEL.: (916) 944 -4779 OR 1 -800- 851 -7135 *APPLY ONE (1) PRIMER & TWO (2) FINISH COATS. LEAVE ONE (1) QUART FOR TOUCH UPS. // 12 STEEL ETC. BY GENERAL & A22...FOR 24 STOREFRONT DISPLAY UNITS. SEE DWGS. A4, A8, A14, A15, A19, A20 & A21 FOR DETAILS. COLOUR TO MATCH FINISH PAINT: (RAISED CEILING COVE) COLOUR: PUSSY WILLOW #SW 2135 (EXTERIOR), LATEX EGGSHELL FINISH. "SHERWIN WILLIAMS" OR EQUAL; TEL.: (916) 944 -4779 OR 1 -800- 851 -7135 *APPLY ONE (1) PRIMER & TWO (2) FINISH COATS. LEAVE ONE (1) QUART FOR TOUCH UPS. 13 1 148 ** PAINT: (STOCKROOM) 14 SAME AS FINISH #12 — PAINT. *APPLY ONE (1) PRIMER & TWO (2) FINISH COATS. LEAVE ONE (1) QUART FOR TOUCH UPS. EXISTING MALL FOR PURCHASE 25 PALE TO MATCH LANDLORD BULKHEAD EXACTLY. "SHERWIN WILLIAMS" FINISH TO MATCH, COLOUR TO MATCH. 15 7 208 25 -3/16 W. x 37" HIGH SECURITY GATE ON CONTINUOUS BRONZE PIANO HINGE C/W SECRET LATCH. 1 PLASTIC LAMINATE: (CASH & WORKSTATION TOPS) 1 BASEBOARD: "NEVAMAR" ARP SURFACE, COLOUR: FOUNDRY TEXTURED 520841 No. Description Qtyi Nor SHOWCASE FABRIC: U 0 ECK & VERIFY Ild "BEN BRIDGE" ;PLAY COVERING TO BE DETERMINED. 101 -119 ** 17 ° BEN BRIDGE JEWELER" STAND-UP SHOWCASES. SEE DWGS. A4, A9 & F2 FOR DETAILS. 19 321 FAX MACHINE COUNTER /REPAIR DRAWERS. SEE DWGS. A4, & A9 FOR LOCATION. 1 120-121 SHOWCASE PADS: 2 18 WORK COUNTER TOP, FINISH 16 C/W STORAGE CABINET BELOW (0 CORNER WALL OF DISPLAY WINDOW), FINISH 4 & 5. SEE DWGS. A4, & A9 FOR LOCATION. TO BE DETERMINED. 122 1 WRAP COUNTER EXTENSION @ PERIMETER WALL SEE DWGS. A4, A9 & F2 FOR DETAILS. 323 -324 METAL LAMINATE: (FRONT BASES OF STAND —UP SHOWCASES & CASH — #908 -7341 123 � �� 33"W. x 37" HIGH SECURITY GATE (DOUBLE ACTING). SEE DWGS. A4, A9, F1 & F4 FOR DETAILS, COUNTER, & FACE OF CUT —OUT SIGNAGE) CHEMETAL SERIES 900: SATIN BLACK ALUMINUM FINISH " CHEMETAL CORP ", TEL: (203) 375 -5300 OR 1- 800 -807 325 -329 STOREFRONT DISPLAY UNITS. SEE DWGS. A4, A8, & Al 5 FOR 5 124 * SUSPENDED "3form" ACRYUC PANELS. SEE DWGS. A4, A6, A8 & A9 FOR DETAILS. ACRYLIC: (STOREFRONT SIGN BOX, LIGHT SURROUNDS & WALL) -0126 ext. 2656 RECESSED MOUNTED CLOCK 0 STOREFRONT. SEE DWGS. A4, & A15, FOR LOCATION, 20 125 -127 MFG. MODERNA : " EV 3 O FORM WHITE " — VARIA COLLECTION GAUGE : 1/4" THICK FRONT FINISH : PATINA; BACK FINISH : SUPERMATTE CONTACT : Ms. LISA MacVICAR —Tel. No. 1- 800 -726 Or 1 -800- 667 -8453 (US) WORK COUNTER TOP, FINISH 23 C/W STORAGE CABINET BELOW, FINISH 24. SEE DWGS. A4, A5 & A9 FOR DETAILS. 3 . 128 -130 MOSAIC TILE: (GROUT TO MATCH "FLEXILE" PLATINUM 101 OR EQUAL) 257), OR MANUFACTURING: OLYMPIA TILE COLLECTION : MIKKI CRYSTALITH MATTE COLOR : MI. CM. 0101. BB CONTACT : MOE; Te. No. (416) 785 -6666 (ext. TEL. NO. 1-800 — 268 -1613 (ext. 257) 131 -133 21 TWO (2) ROWS: 3/4 THICK MDF (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUSTABLE SHELVES (ABOVE STORAGE CABINET) ON HEAVY STANDARDS & BRACKETS, MELAMINE FINISH 24. SEE DWGS. A4, A5, & A9 FOR DETAILS. 3 * * ALL INTERIOR WALL MOUNTED WHITE OAK VENEER BROWN STAIN FACED PILASTERS C/W BANDS (DECORATIVE COLUMNS). SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. MARINE PANELS: STOCKROOM SHELVING UNITS, FINISH 23. SEE DWGS. A4, AS & A9 FOR DETAILS. 22 141 (AT TOILET ROOM AND STOCKROOM WAINSCOT FINISH. COLOUR FINISH TO MATCH FINISH WALL ABOVE COUNTER) 14 1 * * ALL INTERIOR HORIZONTAL BAND AT WALLS (CHAIR RAIL ETC.): 3/4" X 5 1/2 SOLID WOOD WHITE OAK BAND; 3/4 X 5 1/2 HARDWOOD WHITE OAK BASE , ETC. SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. 142 V WOOD FRAMES ® JEWELER'S WINDOW, BLACK FINISH TO MATCH PICTURE FRAMES FINISH. SEE DWGS. A4, A8, & Al2 FOR DETAILS. E ASTIC LAMINATE: (STOCKROOM SHELVING) EQUAL. 23 143 ** "NEVAMAR" COLOUR: DOVE GRAY TEXTURED S -60031 0 1 ALL EXTERIOR VERTICAL & HORIZONTAL BAND AT STOREFRONT COLUMNS, WALLS ETC. PROVIDED BY OTHERS: PRE - FINISHED, CUT TO SIZE AND GENERAL CONTRACTOR. SEE DWG. A4, A8, A15, A16, A17, A18, M9, A22... FOR NOTATIONS & DETAILS. 144 -145 ** NON- ILLUMINATED SIGN MOUNTED TO HANGING SIGN PANELS. SIGNS TO READ: GOLD, DIAMONDS, ROLEX c/w LOGO, WATCHES, & REPAIRS. SEE DWGS. A4, & 15 -1 FOR NOTATIONS and DETAILS. 2 * * MELAMINE: STEEL ETC. BY GENERAL & A22...FOR 24 STOREFRONT DISPLAY UNITS. SEE DWGS. A4, A8, A14, A15, A19, A20 & A21 FOR DETAILS. COLOUR TO MATCH FINISH 23 MOTORIZED ROLL-UP GRILLE DOOR. SEE DWGS. A4, A6, A8, A14, A15, A16, A17, A18, A19, & A20 FOR NOTATIONS and DETAILS. CHECK & VERIFY. 1 148 ** ILLUMINATED (EXTERIOR) SIGN BOX TO READ: "BEN BRIDGE jeweler since 1912 ° , SEE DWGS. A4, A7, A15, A19, A20 & S2 FOR NOTATIONS and DETAILS. 1 MALL TILE FLOOR: (EXACT MATCH TO LANDLORD MALL TILE). EXISTING MALL FOR PURCHASE 25 201 -207 TYPE, COLOUR, QUALITY PATTERN AND SIZE MUST ALL MATCH FLOOR AT STORE ENTRY. THIS MATERIAL MAY BE AVAILABLE FROM THE LANDLORD (CHECK & VERIFY) 7 208 25 -3/16 W. x 37" HIGH SECURITY GATE ON CONTINUOUS BRONZE PIANO HINGE C/W SECRET LATCH. 1 Tenant ®s f)ir Su pp Item &DD's; EXISTING TO REMAIN, RE -USE & RE-LOCATED 209 BASEBOARD: 1 AT PERIMETER WALL; FRONT & BACK OF STAND —UP SHOWCASES and CASH & WRAP (SOLID WOOD FINISH TO MATCH FINISH 5 PERIMETER COUNTER ). 501 -504 26 4 CASH & WRAP COUNTER 0 PERIMETER WALL SEE DWGS. A4, AS & F4 FOR DETAILS. 211 WORKSTATION W RETAIL 1 505 WATCHMAKER'S BENCH (0 STOCKROOM AREA). SEE DWGS. A4, A5, & A9. BASEBOARD: 212 STOCKROOM DOOR. SEE DWGS. A4, A5, A8, A9, A13 & A14 FOR DETAILS. 27 506 FRONT & BACK OF ISLAND STAND —UP SHOWCASES (SOLID WOOD FINISH TO MATCH FINISHn) 1 213 SAFE ENCLOSURE DOOR. SEE DWGS. A4, A5, A8, A9, A13 & A14 FOR DETAILS. 1 PICTURE FRAMES: PROVIDE PICTURE HANGERS FOR WOOD FRAMES BY 1 28 STORAGE REPAIR DRAWERS (RECESSED @ WALL BESIDE ( SECURITY SAFE). SEE DWGS. A4, A9, & F3 FOR DETAILS, "TrackMaster" AS REQUIRED. MANUFACTURER: LARSON —JUHL STYLE: EASTLAKE, 287615 COLOR: BLACK MATTE COLOR: WHITE SIZE: 7/8" FROM: (OR EQUAL) THE FRAMERY; TEL. No.: (206) 443 -3306 STORAGE CABINET FOR BOOKS ABOVE SECURITY SAFE, FINISH 24. SEE DWGS. A4, A5, & A9 FOR DETAILS. 1 508 COFFEE MACHINE AND POT 0 STOCKROOM (CHECK & VERIFY SIZE). SEE DWG. A4, A5, A7 & A9. PLASTIC LAMINATE: FRONT OF STAND —UP (PERIMETER & ISLAND SHOWCASES. STEEL PLATE UNDER SAFE AS REQUIRED. SEE DWGS. A4, A8, A9 & Al 3 FOR DETAILS. 29 509 "WILSONART" D91 -60 SLATE GREY. TEL No. 1 -800 — 433 -3222 1 217 -219, 222 -223 223a WORK COUNTER TOP C/W STORAGE BELOW, STORAGE CABINET & 2 ROWS OF ADJ. SHELVES ABOVE. SEE DWGS. A4, A5 & A9 FOR DETAILS. 6 METAL LAMINATE: SEE DWG. WATER COOLER (CONNECTED TO SINK ®WORKROOM). A4, A5, A7 & A9. 30 220 -221 CHEMETAL SERIES 800: SATIN SMOKED CHROME FINISH "CHEMETAL CORP." TEL. No. (203) 375 -5300 OR 1 -800- r #812 807 -7341. 511 No. Description Qtyi Nor Description Qtyr Rem is NEW FIXTURES continuation EXISTING FIXTURES TO REMAIN AS 1S 101 -119 ** ° BEN BRIDGE JEWELER" STAND-UP SHOWCASES. SEE DWGS. A4, A9 & F2 FOR DETAILS. 19 321 FAX MACHINE COUNTER /REPAIR DRAWERS. SEE DWGS. A4, & A9 FOR LOCATION. 1 120-121 "BEN BRIDGE JEWELER" STAND -UP SHOWCASES FILLER PANEL SEE DWGS. A4, A9 & F1 FOR DETAILS. 2 322 WORK COUNTER TOP, FINISH 16 C/W STORAGE CABINET BELOW (0 CORNER WALL OF DISPLAY WINDOW), FINISH 4 & 5. SEE DWGS. A4, & A9 FOR LOCATION. 1 122 1 WRAP COUNTER EXTENSION @ PERIMETER WALL SEE DWGS. A4, A9 & F2 FOR DETAILS. 323 -324 CLUSTERS OF PICTURE FRAMES (HISTORICAL, PORTRAITS & CERTIFICATES) and TYPICAL PICTURE FRAME: SEE DRAWING No's A4 FOR LOCATION. 2 123 � � 33"W. x 37" HIGH SECURITY GATE (DOUBLE ACTING). SEE DWGS. A4, A9, F1 & F4 FOR DETAILS, 1 325 -329 STOREFRONT DISPLAY UNITS. SEE DWGS. A4, A8, & Al 5 FOR 5 124 * SUSPENDED "3form" ACRYUC PANELS. SEE DWGS. A4, A6, A8 & A9 FOR DETAILS. 1 330 RECESSED MOUNTED CLOCK 0 STOREFRONT. SEE DWGS. A4, & A15, FOR LOCATION, 1 125 -127 WORK COUNTER TOP, FINISH 23 C/W STORAGE CABINET BELOW, FINISH 24. SEE DWGS. A4, A5 & A9 FOR DETAILS. 3 . 128 -130 STORAGE CABINET ABOVE STORAGE COUNTER, FINISH 24. SEE DWGS. A4, AS & A9 FOR DETAILS. 3 131 -133 TWO (2) ROWS: 3/4 THICK MDF (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUSTABLE SHELVES (ABOVE STORAGE CABINET) ON HEAVY STANDARDS & BRACKETS, MELAMINE FINISH 24. SEE DWGS. A4, A5, & A9 FOR DETAILS. 3 * * ALL INTERIOR WALL MOUNTED WHITE OAK VENEER BROWN STAIN FACED PILASTERS C/W BANDS (DECORATIVE COLUMNS). SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. 134 -140 STOCKROOM SHELVING UNITS, FINISH 23. SEE DWGS. A4, AS & A9 FOR DETAILS. 7 141 MINI - BLINDS: OFF WHITE COLOUR...FROM 'HOME DEPOT' (INSTALLED ®BACK JEWELER'S SEE-THRU WINDOW...STOCKROOM SIDE). SEE DWGS. A4, A5 & Al2 FOR DETAILS, 1 * * ALL INTERIOR HORIZONTAL BAND AT WALLS (CHAIR RAIL ETC.): 3/4" X 5 1/2 SOLID WOOD WHITE OAK BAND; 3/4 X 5 1/2 HARDWOOD WHITE OAK BASE , ETC. SEE DWGS. A4, A8, Al2, & A13 FOR NOTATIONS & DETAILS. 142 V WOOD FRAMES ® JEWELER'S WINDOW, BLACK FINISH TO MATCH PICTURE FRAMES FINISH. SEE DWGS. A4, A8, & Al2 FOR DETAILS. 1 * * WINDOWS, INSTALLED BY A20, A21 & 143 ** CLUSTERS OF PICTURE FRAMES (HISTORICAL, PORTRAITS & CERTIFICATES): SEE DRAWING Nos A4 & P21 FOR NOTATIONS and DETAILS. 1 ALL EXTERIOR VERTICAL & HORIZONTAL BAND AT STOREFRONT COLUMNS, WALLS ETC. PROVIDED BY OTHERS: PRE - FINISHED, CUT TO SIZE AND GENERAL CONTRACTOR. SEE DWG. A4, A8, A15, A16, A17, A18, M9, A22... FOR NOTATIONS & DETAILS. 144 -145 ** NON- ILLUMINATED SIGN MOUNTED TO HANGING SIGN PANELS. SIGNS TO READ: GOLD, DIAMONDS, ROLEX c/w LOGO, WATCHES, & REPAIRS. SEE DWGS. A4, & 15 -1 FOR NOTATIONS and DETAILS. 2 * * ALL EXTERIOR and INTERIOR HARDWOOD BASE CLADDED WITH STAINLESS FINISH TO MATCH FINISH Th AT STOREFRONT COLUMNS, WINDOWS, WALLS PROVIDED BY OTHERS: P FINISHED, CUT TO SIZE AND INSTALLED CONTRACTOR. SEE DWG. A4, A8, A15, A16, A17, A18, A19, A20, A21 NOTATIONS & DETAILS. STEEL ETC. BY GENERAL & A22...FOR 146 * STOREFRONT DISPLAY UNITS. SEE DWGS. A4, A8, A14, A15, A19, A20 & A21 FOR DETAILS. 1 147 MOTORIZED ROLL-UP GRILLE DOOR. SEE DWGS. A4, A6, A8, A14, A15, A16, A17, A18, A19, & A20 FOR NOTATIONS and DETAILS. CHECK & VERIFY. 1 148 ** ILLUMINATED (EXTERIOR) SIGN BOX TO READ: "BEN BRIDGE jeweler since 1912 ° , SEE DWGS. A4, A7, A15, A19, A20 & S2 FOR NOTATIONS and DETAILS. 1 Rem 2110 FIXTURES TO BE RE-LOCATED 201 -207 STAND -UP & SIT -DOWN SHOWCASES. 7 208 25 -3/16 W. x 37" HIGH SECURITY GATE ON CONTINUOUS BRONZE PIANO HINGE C/W SECRET LATCH. 1 Tenant ®s f)ir Su pp Item &DD's; EXISTING TO REMAIN, RE -USE & RE-LOCATED 209 33"W. x 37" HIGH SECURITY GATE (DOUBLE ACTING). 1 210 1 501 -504 CHAIRS FOR WORKSTATIONS, LUNCH COUNTER, WATCHMAKER'S & JEWELER'S BENCH. SEE DWGS. A4, A5, A9 & A14. 4 CASH & WRAP COUNTER 0 PERIMETER WALL SEE DWGS. A4, AS & F4 FOR DETAILS. 211 WORKSTATION W RETAIL 1 505 WATCHMAKER'S BENCH (0 STOCKROOM AREA). SEE DWGS. A4, A5, & A9. 1 212 STOCKROOM DOOR. SEE DWGS. A4, A5, A8, A9, A13 & A14 FOR DETAILS. 1 506 SECURITY SAFE 35 "D X 41"W X 67 "H (BIGGER): 4200 LBS. SEE DWG. A4, A5, AS & A9. 1 213 SAFE ENCLOSURE DOOR. SEE DWGS. A4, A5, A8, A9, A13 & A14 FOR DETAILS. 1 507 MICROWAVE (ON TOP OF WORK COUNTER 0 STOCKROOM). SEE DWG. A4, A5, A7 & A9. 1 214 STORAGE REPAIR DRAWERS (RECESSED @ WALL BESIDE ( SECURITY SAFE). SEE DWGS. A4, A9, & F3 FOR DETAILS, 1 215 STORAGE CABINET FOR BOOKS ABOVE SECURITY SAFE, FINISH 24. SEE DWGS. A4, A5, & A9 FOR DETAILS. 1 508 COFFEE MACHINE AND POT 0 STOCKROOM (CHECK & VERIFY SIZE). SEE DWG. A4, A5, A7 & A9. 1 216 STEEL PLATE UNDER SAFE AS REQUIRED. SEE DWGS. A4, A8, A9 & Al 3 FOR DETAILS. 1 509 REFRIGERATOR (UNDER WORK COUNTER 0 STOCKROOM). SEE DWG. A4, A5, A7 & A9. 1 217 -219, 222 -223 223a WORK COUNTER TOP C/W STORAGE BELOW, STORAGE CABINET & 2 ROWS OF ADJ. SHELVES ABOVE. SEE DWGS. A4, A5 & A9 FOR DETAILS. 6 510 SEE DWG. WATER COOLER (CONNECTED TO SINK ®WORKROOM). A4, A5, A7 & A9. 1 220 -221 STORAGE COUNTER C/W 8 DRAWERS & STORAGE CABINET ABOVE. SEE DWGS. A4, AS & AS FOR DETAILS. 2 511 VCR MACHINE/TAPES (ABOVE STORAGE DRAWER COUNTER). SEE DWG. A4, & AS 1 224, 231 -234 NON- ILLUMINATED SIGN MOUNTED TO HANGING SIGN PANELS. SIGNS TO READ: REPAIRS, GOLD, DIAMONDS, ROLEX c/w LOGO, & WATCHES. SEE DWGS. A4, & IS -1 FOR NOTATIONS and DETAILS. 5 512 TV MONITOR ABOVE STORAGE DRAWER COUNTER (CHECK & VERIFY SIZES) AT STOCKROOM. SEE DWG. A4, & A5 1 513 ULTRASONIC (ON TOP OF WORK COUNTER 0 STOCKROOM BESIDE SINK ).5EE DWG. A4, A5, A7 & A9. 1 225, 230 NON- ILLUMINATED SIGN TO READ: ° BEN BRIDGE jeweler since 1912" MOUNTED ON WALL SEE DWGS. A4, & IS -1 FOR DETAILS. 2 235 -237 STOOL @ BACK OF SIT -DOWN SHOWCASES. SEE DWGS. A4, A9 FOR LOCATION. 3 514 STEAMER (ON TOP OF WORK COUNTER 0 STOCKROOM BESIDE SINK). SEE DWG. P4, A5, A7 & A9. 1 238 -240 241 BENCH FOR SIT -DOWN SHOWCASES. SEE DWGS. A4, AS FOR LOCATION. FIRE EXTINGUISHER 2A -106C. SEE DWGS. A4, A7, & AS FOR LOCATION. 3 1 515 ° HANDLER" MODEL #60C POLISHING /GRINDING AND DUST COLLECTOR UNIT. SEE DWG. A4, AS & A9. 1 516 JEWELER'S BENCH (0 STOCKROOM AREA). SEE DWGS. A4, A5, & A9. 1 517 TV MONITOR ABOVE STORAGE DRAWER COUNTER (CHECK & VERIFY SIZES) AT STOCKROOM. SEE DWG. A4, & AS 1 NEM fRES TO REWIRil AS IS METAL FILE CABINETS: 15 "W X 25 1/2 "D X 29 "H (UNDER WORKSTATION). SEE DWGS. A4, & A9. 1 301 -308 STAND-UP SHOWCASES. g 518 309 CASH & WRAP COUNTER W ISLAND SHOWCASE. SEE DWGS. A4, A9 FOR LOCATION. 1 519 FAX MACHINE (RECESSED ON TOP). SEE DWGS. A4, A5, & A9. 1 310 -311 33"W. x 37" HIGH SECURITY GATE (DOUBLE ACTING). 2 520 GEMSCOPE (ON TOP OF SHOWCASE). SEE DWGS. A4. 1 312 -313 SUSPENDED "3form" ACRYLIC PANELS. SEE DWGS. A4, A6, AS FOR LOCATION. 2 314 HANDICAPPED WASHROOM FIXTURES. SEE DWGS. A4, A5, & AB FOR LOCATION. 1 315 LUNCH COUNTER @ STOCKROOM WITH PENCIL DRAWER, FINISH 23. SEE DWGS. A4, AS & AS FOR LOCATION. 1 " 316 -318 WORK COUNTER TOP C/W STORAGE BELOW, STORAGE CABINET & 2 ROWS OF ADJ. SHELVES ABOVE. SEE DWGS. A4, AS & AS FOR LOCATION. 3 AND INSTALLED BY GENERAL CONTRACTOR 319 STOCKROOM LVING UNIT, FINISH 23. SEE DWGS. A4, A5 & A9 FOR LOCATION. 1 LEGEND 320 COAT RACK, 3/4 " THICK MDF PANEL FINISH 23. 6" H X 2' -6 L WITH 4 COAT HOOKS. SEE DWGS. A4, AS & A9 FOR LOCATION. 1 * PROVIDED Fixtui s GENERAL NOTES ORDER EXTERIOR DISPLAY WINDOW GLASS EARLY ENOUGH FOR TIMELY INSTALLATIONS. THIS CAN BE A LONG LEAD ITEM. VERIFY TYPE OF GLASS, THICKNESS AND DIMENSION FOR ORDERING. CONTRACTOR TO CO— ORDINATE INSTALLATION OF PHONE SYSTEM AND SECURITY SYSTEM. ELECTRICAL CONTRACTOR TO INSTALL 4 PAIR CAT 5 TELEPHONE CABLES IN CONDUIT TO EACH PHONE LOCATION. LOCKS FOR SLIDING SHOW WINDOWS ARE PROVIDED BY THE OWNER. CONTRACTOR TO CONTACT SCOTT JOHNSON OF BEN BRIDGE JEWELERS IN SEATTLE (206) 448 -8800 EXT. 6841 SEVEN (7) DAYS BEFORE REQUIRED ON SITE. CONTRACTOR TO CUT AND INSTALL UPSUM BOARD PADS IN SHOW WINDOW DISPLAYS. UPSUM BOARD PROVIDED BY BEN BRIDGE SHOWCASE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR CO— ORDINATION OF ALL REQUIRED INSPECTIONS FOR OCCUPANCY AND STORE OPENING INCLUDING, BUT NOT LIMITED TO, BUILDING DEPARTMENT, ELECTRICAL, MECHANICAL HEATING, FIRE AND LIFE SAFETY, HEALTH, LANDLORD. THESE INSPECTIONS SHALL OCCUR IN SUCH A MANNER AS TO ENSURE TIMELY SIGN OFFS OF PERMITS FOR SCHEDULED STORE OPENING DATE. CONTRACTOR TO VERIFY THAT ALL PLANS HAVE BEEN THROUGH ALL APPROPRIATE PLAN CHECKS. THE CONTRACTOR TO PROVIDE A CONSTRUCTION PHONE ON SITE MAINTAINED IN GOOD WORKING ORDER. THE CONTRACTOR IS TO PROTECT ALL FINISH SURFACES FROM DAMAGE AND ABUSE SUCH AS CARPET, FINISHED WALLS, MILLWORK, SHOWCASES ETC..CARPET, PAD. WALL COVERINGS, SAFE, TELEPHONES, SECURITY SYSTEM ARE PROVIDED BY BEN BRIDGE. CONTACT SCOTT JOHNSON SEVEN (7) DAYS PRIOR TO REQUIRED DATE FOR THESE ITEMS. ** PROVIDED BY OTHERS AND INSTALLED BY GENERAL CONTRACTOR ALL OTHER ITEMS PROVIDED AND INSTALLED BY OTHERS. CO— ORDINATE ANY QUESTIONS RELATED TO STAINS MATCHING INSTALLED SHOWCASE DISPLAYS WITH RODNEY OF RODNEY CUSTOM MILLWORK (PHONE (206) 542 - 2517); ARCHITECT DAVID A. UDKOW, Tel. No. (480) 614 -3385; AND THE PROJECT CO— ORDINATOR, EDWIN TUMBLOD OF "WATT INTERNATIONAL INC. ", TEL: (416) 364 — 9384 EXT 214. CONTRACTOR TO TAKE CARE NOT TO ALTER OR RELOCATE THE OVERHEAD DOOR TRACK WITH OTHER FRAMING. FINISHES ETC. ONCE INSTALLED BY DOOR CONTRACTOR. MILLWORK FINISHES ARE PRE — STAINED : SEE FINISH SCHEDULE. PRODUCT IS VENEER WRAPPED FINGER JOINTED PINE. FOLDING GRILLE DOOR IS ORDERED, PROVIDED AND INSTALLED BY OWNER. CONTRACTOR TO CO— ORDINATE AND PROVIDE SEVEN (7) DAYS NOTICE OF INSTALLATION REQUIREMENTS. CONTACT GORDON OF F.T. CROWE BUILDING SPECIALTIES COMPANY IN SEATTLE TEL (206) 525 - 9677; FAX: (206) 525 - 9681 OR CRAIG KLINKAM , TEL: (206) 624 -9735. STORE IS TO BE PROFESSIONALLY CLEANED BY CONTRACTOR PRIOR TO TURNOVER. THESE INCLUDES CARPET, ALL GLASS SURFACES INSIDE AND OUT INCLUDING SHOWCASES, BACK ROOM, SHELVES ETC. SEAL TILE AND WAX FLOOR PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO CO— ORDINATE INSTALLATION OF SAFE BY BEN BRIDGE. CALL EARLY AT START OF JOB TO CONFIRM SAFE DELIVERY. OWNER PROVIDES AND GENERAL CONTRACTOR INSTALLS SHOWCASES W /QUALIFIED CARPENTER. TURNOVER DATE IS THE DATE STORE TURNED OVER COMPLETE FOR INSTALLATION OF SHOWCASES. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE DATE, TIME AND DELIVERY OF THE SHOWCASE WITH RODNEY'S CUSTOM MILLWORK, THE OWNER'S SHOWCASE MANUFACTURER, TEL: (206) 542 -2517. Finishes CONTRACTOR TO ADD SMALL 16" X 16" ACCESS PANEL AT CEILING, AT LOCATION OF OVERHEAD ROLLING GRILLE. EMERGENCY PULL CHAIN FOR ACCESS TO PULL CHAIN TO BE LEFT ABOVE CEILING. VERIFY CONDITION OF SLAB AT BEGINNING OF CONSTRUCTION FOR "LEVEL" CONDITITION SUITABLE FOR CARPET AND CASEWORK INSTALLATION. NOTIFY CONSTRUCTION MANAGER IF UNUSUAL SLAB CONDITIONS EXISTS. CONTRACTOR TO INSTALL ILLUMINATED EXTERIOR SIGNS PROVIDED BY BEN BRIDGE. GENERAL CONTRACTOR TO HAVE STOCKROOM CLEANED OUT OF ALL MATERIALS WHEN BEN BRIDGE SHOWCASE CONTRACTOR ARRIVES ON SITE, SO THAT STORAGE SPACE IS USEABLE BY SHOWCASE CONTRACTOR. STORE NEEDS TO LOCKABLE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL CODES AND ORDINACES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL INFORMATION AND DETAILS SHOWN ON ARCHITECT'S DRAWINGS. ANY CHANGES MUST HAVE ARCHITECT'S APPROVAL. ANY ADDITIONAL WORK PERFORMED BY THE CONTRACTOR WITHOUT PRIOR APPROVAL OF ARCHITECT /DESIGNER OR OWNER WILL BE AT CONTRACTOR'S EXPENSE. CONTRACTOR TO APPLY TOUCH —UP FINISH AS REQUIRED TO ALL MILLWORK. BEN BRIDGE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY OR ALL PROPOSALS. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS PRIOR TO BID. INTENT OF CONTRACT THIS CONTRACT SHALL INCLUDE FOR ANY AND ALL WORK NOT COVERED IN PARAGRAPHS "A" AND "B" THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE OVERALL SUPERVISION FQR THE OVERALL SUPERVISION OF THE CONTRACT, CO— ORDINATE ALL TRADES AND S PPLIERS FOR THE LANDLORD AND /OR TENANT WORK, WHETHER DIRECT SUPPLY OR OTHERWISE. THIS CONTRACTOR TO ACT AS AGENT FOR "BEN BRIDGE JEWELERS" AND TO WORK WITHIN THE "ARCHITECT'S" GENERAL TERMS AND CONDITIONS, APPLICABLE TO ALL TRADES, AND LANDLORD'S TENANT CONSTRUCTION PROCEDURES. CONTRACTOR TO PROVIDE BAR CHART SCHEDULE WITHIN 72 HOURS OF AWARD OF CONTRACT. CONTRACTOR MUST PLAN ON WORK SHIFTS DAY OR NIGHT ACCORDING TO LANDLORD POLICY AND PROJECT REQUIREMENTS. NOTES 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESS 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a). COMPLY WITH THE APPLICABLE STATUES AND ORDINANCES, REGULATIONS AND THE REQUIREMENTS OF ANY GOVERNMENTAL REGULATORY BODY AND D THE LANDLORD APPROPRIATE CERTIFICATES SHOWING COMPLIANCE WITH THE IF REQUIRED. b) COORDINATE WITH TIME SCHEDULE OF THE MALL TENANT COORDINATOR, OR REPRESENTATIVE. RY PERMITS. AND CODES, LIVER TO FOREGOING, HIS /HER c) COMPLY WITH THE GENERAL CHARACTER OF THE SHOPPING CENTRE. d) COMPLY WITH STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRIT RS (NBFU), APPLICABLE RATING BUREAU, THE NATIONAL ELECTRIC CODE (NEC), GOVERNMENT INCLUDING BUT NOT LIMITED TO: THE "ADA, AMERICANS with DISABILITIES ACT" ACCESSIBILITY REQUIREMENTS, AND THE NATIONAL CONSUMER PROTECTION AGENCY, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA); APPLICABLE STATE AND CITY BUILDING CODES AND THE REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE SHOPPING CENTRE. f) VISITING THE SITE TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS PRIOR 0 BIDDING, NO ALLOWANCES WILL BE MADE FOR FAILURE TO DO SO. CONTACT : MALL TENANT. g) OBTAIN LANDLORD'S APPROVAL PRIOR TO MODIFYING ANY EXISTING UTILITY SYSTEMS. h) THE LANDLORD MAY REQUIRE THAT CERTAIN WORK, INCLUDING STRUCTURAL ALTERATIONS, SPRINKLER WORK, ROOF PENETRATIONS ETC, BE PERFORMED BY THE LANDLORD'S CONTRACTOR AT THE TENANT'S EXPENSE. THE TENANT'S CONTRACTOR SHOULD VERIFY THE SPECIFIC REQUIREMENTS WITH THE MALL AT TIME OF BIDDING. Scope of Work "A" WORK BY LANDLORD As this is an existing store, part if not all of Landlord's work has been completed therefore some modifications/ repairs may have to be carried out by Tenant's Contractor as noted on drawings. 1. Sprinkler system main stubbed above Tenant's premises, at paint to be determined by Landlord. 2. Electrical primary and secondary distribution systems. Electrical secondary distribution system feeder with terminates in a check meter in Tenant's leased premises at a point to be determined by Landlord. Electrical service to the Tenant's premises shall consist of the following voltage, 277/480 volts, 3 phase, 4 wire. 3. Telephone incoming feeders to project central distribution, at locations designated by Landlord. Branch system in conduit to Tenant's leased premises by Tenant. "B" TENANTS DIRECT SUPPLY 1. Safe 2. Cash Registers 3. Telephones ** 4. Alarm System ** 5. Fax Machine 6. Counter Mirrors 7. Germscope 8. Refrigerator 9. Microwave 1 0. Closed Circuit T.V. Monitor 11. V.C.R. Tape and Cabinet 12. Steamer LEGEND: * Installed by General Contractor, and furnished by owner. ** Installed by others but coordinated by General Contractor. "C" WORK BY GENERAL CONTRACTOR PART ONE: DEMOLITION 13. Ultrasonic 14. Buffer/ Polishing Machine 15. Silks for Beds & Build— ups 16. Chairs 17. Mahogany Solid Stock Millwork & Veneer Column Panels 18. Light Fixtures * 19. Vinyl Wallcoverings 20. Roll— up Door ** 21. Signs 22. Showcases 23. Upsom board pads in show window* 24. CARPET * * This is a renovation of existing stores with existing store fixtures, finishes and utility services. As this is a renovation of existing stores, modification of existing services will be required as noted on drawings. The Contractor shall survey and review the existing site prior to quoting and implementation of th work. The demolition shall include (but not be confined to) the following: 1. Modify existing sprinkler heads and down pipes to suit new sprinkler layout indicated on the Mechanical Engineer's drawings and as allowed by authorities having jurisdiction. All work performed on sprinkler system will performed by Landlord's designated contractor at Tenant's cost and expense. 2. Remove all light fixtures, duplexes, junction boxes and wiring back to the existing main disconnect switch that are affected by demolition. 3. Remove all floor and wall fixtures, wall finishes, storefront and partitions that are affected by demolition. Patch and make good as required to receive finishes as per drawings. 4. Remove existing floor finishes and patch, fill and/ or make good existing concrete floor slab as required, ready to receive mall tile and carpet finish in sales area. PART TWO: NEW WORK SUPT. TO POST DELIVERY TEL.# ON BARRICADE 1. HOARDING: Construction barricades are to be provided by the Tenant's general contractor and will be built no more than three (3') feet from th lease line. Check job site condition; all required existing aisle widths must be maintained pursuant to fire and safety codes. If the barricade has been built and in place prior to the contractor commencing work, the Tenant contractor will reimburse Mall for the cost to build barricade. All barricades will be constructed of GM Metal Framing...Drywall seams are to be taped, spackled and the barricade painted white per Mall specifications. Contractor is to build the barricade up to the Mall soffit, or a visqueen dust barrier will be required over the top of the barricade to help control dust. All works must comply with the Landlord's criteria. 2. FLOORING: Tenant's General Contractor to install, owner supplied carpet c/w extra cushion RS Tile backing as noted on Drawing no. A4 & A8. Installation: Random Tile Only. If there are questions, contact the carpet manufacturer "COLLINS AIKMAN "; or 'TANDUS' —Tony Graef (415) 986 -3564. Install mall tile from the lease line to the center line of Roll —Up Door. Install granite tiles from the center line of Roll —Up Door to the inside of store (at storefront openings) as noted and shown on drawing A8 with metal screed transition strip as required for smooth transition from area to area. Supply and install vinyl tiles in stockroom; cove sheet vinyl floor in toilet room,etc. See drawing A8. 3. PARTY DEMISING WALL: Tenant's General Contractor shall furnish and install new gypsum board to match exactly with existing where damaged due to demolition, and where new demising wall partitions occurs, Tenant's General Contractor to provide and install to match exactly with the existing partitions as noted on new design drawings. Patched, sanded and made good as required, and shall be properly taped and sealed along all edges and around all structural members. See drawing A8. 4. PARTUIONING: 3 - 5/8" metal studs with 5/8" gypsum board type "X ", both sided to washroom, workroom and other partitions. All toilet room partitions shall have water resistant gypsum board with impermeable finishes or as required by local codes. See drawing AS for notations. 5. CEILING: Complete new suspended gypsum board in retail area. 2' x 4' lay —in system (t — bar & acoustic tile ceiling) in stockroom. See drawings A6, AS, All & Al 2 for details. 6. STOREFRONT: Complete with one (1) new roll —up grille curtain doors (motor operated); one roll —up is existing, display v indoV as noted, decorative columns, bulkheads and metal structure. Extend 5/8" thick type "X" gypsum board to underside of Isnalo criteria and local by —laws, codes & regulations. See drawings A4, A8, A15, A16, A17, A19, A20, & A21 for details. t �,t 7. MILLWORK: Shelving under exterior (storefront) display windows, plus upsom boardpads for showcases. 8. ELECTRICAL: Complete as shown on design drawing A4, A6 and Electrical Engineer's drawings. 9. H.V.A.C.: Complete distribution system system as system as shown on Mechanical Engineer's drawings. 10. SPRINKLERS: Complete system as shown on Mechanical Engineer's drawings at Tenant's expense, performed by a fire Contractor approved or designated by Landlord. 11. PLUMBING: Complete, see Mechanical drawing. All handicapped toilet facilities must comply with current "ADA" AMERICANS with DISABILITIES ACT....Handicap requirements. 12. CARPENTRY: Supply and install doors, framing, blocking. All finish wood shall be kiln dried, mill quality finish and all wood shall be receive a fire retardant coating or treatment only if required by local code /authorities. 13. PAINTING: Complete including fabric wallcovering. 14. SIGNS: Illuminated and non — illuminated signs shall be supplioed by Tenant and installed by Tenant's General Contractor. Discuss and co— ordinate Scope of Work with Sign Contractor prior to bidding. See drawing A4, A15, 151 & 1S2. 15. TELEPHONE: All distribution and extension of conduits from back room. 16. .EXPANSION JOINTS: Should any expansion /construction joint occur or be required on floor, demising walls and ceiling, manner consistent with Landlord criteria and building code. 17. FLOOR SLAB PENETRATIONS: Cutting of the Tenant slab on grade conditions shall be approved by the Landlord prior to commencement of trenching operations. Tenant's Contractor shall seal any penetrations through floor slabs in an approved watertight manner. 18. FIRE EXTINGUISHERS: Furnish and install fire extinguishers of the type, capacity and rating as required by applicable codes, etc. Locations must be approved by Landlord's Fire Protection Consultant. Fire extinguishers are also required during construction. Minimum 2A —BC, dry chemical rating required. 19. TEMPORARY POWER AND UTILITIES: Provide for all services, if required, and pay for same. 20. TRASH REMOVAL: Tenant's Contractor shall be responsible for all trash removal from the demised premises at the end of each working day and shall place said trash in the proper receptacles, as designated by the Landlord. All trash and debris left within the Tenant's demised space after working hours or in common areas shall be removed by the Landlord at the Tenant's expense. 21. FIRE ALARM SYSTEM: Alarm devices and detectors as shown on Engineers drawings. All from Landlord's designated connection point. Detectors will be connected to the mall's existing fire life safety system or future system. Verify at time of bidding. 22. Showcases: GC to install w /qualified carpenter. LANDLORD'S NOTES ..NO LANDLORD'S WORK UNLESS SPECIFIED IN EXECUTED LEASE. ..DO NOT ABANDON ANY UTILITIES OR MATERIAL WITHIN LEASE SPACE. REMOVE BACK TO THE SOURCE. ..COVER RETURN AIR OPENING BEFORE & DURING CONSTRUCTION. E MAY �. City C sP L 1LDIN RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER ED FOR OMPLIANC ® wE 12 2008 5 DIVISION 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 12/19/07 ISSUED TO CLIENT Na Dots MAW Coabaolor meet rally d dab dmenelorar, elifalga, details rad spsoieoiars end report any dleorepesdes b dedpme Mein proosedirp ugh wont Welt ale not bs hide !for 418► sparse d andedone not moiled by Denim! Cordmdor: DO NOT SCALE DRAWNO$. inN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Tee FIXTURES / FINISHES SCHEDULE, SCOPE OF WORK, & GENERAL NOTATIONS Dry CADD -1 Date JANUARY 2007 chudid DAU 8cds AS NOTED Rate, Nix 740 Reject Working Drawing Review App roved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site < . I times. 9869_10002 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED , ITEi,T 16 / K AVID A. LjD� .OtIV STATE OF WASHINGTON 3408 Waffle igned Date Sbrebee Debt O1 watt T 410..384"9384 F 410.384.1068 W wettIntLtem 4/13/08 'A2 • W CADD -1 CADD -1 CADD -1 Drawn OF 21 SHEETS This drawing rot to Be used for aaebuohon u191 aoseti rsta e . The aorrie6dells drawing ere firecepydgltetWatandare tut b be repraduoed h %hob or In pert wNhmt Dos expr ss Wien aaee d dim copyright gem. Walt wE not assume naspambilly brow wand 800 Barium Awn. Tomei% ON Caleb ANA 3R7 W ibomminrdie► rare Maw amp Comm B A3 3/4" BLACK ANODIZED ALUMINUM CHANNEL. NEW LEASE UNE EXISTING FIXTURE PLAN LANDLORD'S MALL BULKHEAD tA A A3 121 vA 1±7 - - 17 •_!•7 ∎ ∎N 121 z 121 , r Adg try a M.- =MINN ii• rA AirAN Pr dA, A 1 NM■�t I• 7 1 VA 12 1 AA VA 1211 1 121 121 r/L -6 1/2" r/L � 51 2 9' -4 1/2" ROLL -UP GRILLE DOOR 12C 6' -6 1/2" 5 1-er 5 121 1 11 21 z 5 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) METAL BASE, STAINLESS STEEL FINISH 9 19 SUSPENDED PANEL (INSIDE GLASS) C/W LIGHT ABOVE. EXISTING STOREFRONT ELEVATION - A aaew+ra BACK ILLUMINATED SIGN BOX PANEL 1' -10" HIGH "B ", 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FINISH C/W LIGHT ILLUMINATION BACKGROUND HINGED SIGN PANEL. NEW LANDLORD'S DEMISING WALL PARTITION north 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) 3/4" BLACK ANODIZED ALUMINUM CHANNEL. FACE OF LANDLORD'S DEMISING NEUTRAL PIER. N R N �? ►1i1 P' r \ 118` \ \ AO \ ar \ \ 1 9 \ NEW LEASE LINE SUSPENDED PANELS FINISH 20 (3- REQUIRED) TO 8' -0" A.F.F.L. C/W LIGHT ILLUMINATION ABOVE. SEE DWG. A21 FOR DETAILS. OA / 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED BULKHEAD @ 11' -0 1/2" AFF, PAINT FINISH ng z P CHANNEL BLACK FINISH. 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING @ 9' -O" AFF, PAINT FINISH EXISTING REFLECTED CEILING PLAN SCuenrna 3/4" ANODIZED ALUMINUM LANDLORD'S MALL BULKHEAD FACE OF LANDLORD'S DEMISING NEUTRAL PIER. tmer v I A I 0 IA ` I EMT / \ 38 \ A 1 A 38' / / �— Q 5" CEILING SWELL OPENING, (FOR ROLL -UP DOOR). SEE DWG. No. 12 FOR DETAIL SECTION AS NOTED. 1/2" FINISH 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING © 10'- -6 1/2" AFF, PAINT FINISH 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING 9' -6 1/2" AFF, PAINT FINISH ILLUMINATED HINGED SIGN PANEL FINISH `r fir' /� rt� nosiliaa /\ 8' -4 1/2" N'Lrl OLL -UP GRILLV \00/ METAL BASE, STAINLESS STEEL SUSPENDED PANEL (INSIDE GLASS) C/W LIGHT ABOVE. Q 5/8" GYPSUM BOA TYPE 'X' DROPPED C 10' -6 1/2" AFF, PA sr 9 EXISTING STOREFRONT ELEVATION - B 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING, WALLCOVERING FINISH (ABOVE © RECESSED FAX MACHINE/ REPAIRS UNIT) @ 9' -0 1/2" AFFL. SEE SECTION '4' DRAWING No. Al2. D FIRECODE EILING @ NT FINISH 1131 2. 'BEN BRIDGE' RECESSED DIS (TYPICAL) 2' -1O 3/8" DIAM ETER @ STOREFRONT BULKHEAD. SEE IS -1 FOR NOTATIONS & DETAILS. Q ILLUMINATED SIGN BOX (2 REVD.: : TOP & BOTTOM) DOUBLE TUBE FLUORESCENT FIXTURES (WARM WHITE). SIGN TO READ 'BEN BRIDGE' ,SEE DRAWING NO's. A15, A20, & 15 -2 FOR DETAILS. (CHECK & VERIFY) NOTE: ALL CEILING AIR DIFFUSERS AS SHOWN ON DRAWING No. M101 ARE TO BE PAINTED WITH L R 1 ACQUE ISH TO MATCH ADJACENT CEILING COLOR. 5, I P(1)- to 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER r 2' X 4' T -BAR ACOUSTIC CEILING TILE @ 11' -0" AFF "ARMSTRONG" #1729 FINE FISSURED RH 90- WHITE. NEW LANDLORD'S DEMISING WALL PARTITION ===�P ®o -- �P _ TYPICAL 16" X 16" ACCESS HINGED PANEL, PAINT FINISH 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING © 8' -0" AFF TO UNDERSIDE OF CEILING, PAI FINISH [El . SEE SECTION 'A' ( HIS DRAWING). 10 / 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING @ 9' -6 1/2" AFF, PAIN FINISH DEMOLITION BY TENANT CONTRACTOR 1. SUPPLY, INSTALL AND MAINTAIN A DUSTPROOF HOARDING ALONG STOREFRONT(S) THAT CONFORMS TO LANDLORD'S CRITERIA. 2. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT LANDLORD, REMOVE DEBRIS DAILY AND HAUL FROM SITE AT TIME TO SUIT LANDLORD. 3. NOTIFY DESIGNERS IMMEDIATELY OF ANY DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 THIS STORE IS AN EXISTING LOCATION AND REQUIRES AREAS OF ADJUSTMENT AND NEW WORK. REMOVE DEBRIS FROM SEEE. PROVIDE CONTAINERS FOR TRASH REMOVAL AT LOCATIONS SPECIFIED BY LANDLORD. CONTACT MALL MANAGER FOR EXACT RULES AND REGULATIONS. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND VERIFY THE DISCREPANCIES OUTLINED ON THE EXISTING PLANS SHOWN. VERIFY DIMENSIONS NOTED AND REPORT ANY DISCREPANCIES TO ARCHITECT. THIS DRAWING SET IS BASED ON THESE DIMENSIONS NOTED. Fil- 1~ /STER ' - ill `CHIt I ECT r STATE O A. LDKOyy WASHiNr T' O�d 3408 �I Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site , , I times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 12/19 /07 ISSUED TO CLIENT No. Dabs Rarldon Oarhic er must verify dl Job dlnundonrs, dada; delis and speclikdions ord report any deccepondes b dediners bare proaaedtrg wlh wak Watt ell nct be NM far any ands and andaal= not reported by @anend Cordrador. DO NOT SCALE CfUSSINCEL BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 The EXISTING CONDITIONS Drowns CADD -1 Dab JANUARY 2007 a DAU gads AS NOTED Raw Noy. 740 PROct OF 21 SHEETS 9869_ ID101 S1Bua.d Dad 11tH drawing not to be used for coodnellon rig msiesdnsd. The carbide duds drawdp era the oopyrlgItdWWtend are not b be reproduced Its whole or In pat without lrs apes win consent dills copyright owner. errors wN not assume re p llyforarb Wong are olowatt $11 dear vrea bewailing Ina DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net i'Vestfield T 41�364.384 F 41624.1398 w waddle= S igned Date 4/13/08 W CADD -1 CADD -1 CADD -1 CADD -1 Dll+arrrr SOO Bsyrlew avenue Toronto, ON Gonads M5r►5RT en away eicap Comm EXISTING RE- LOCATED IT -DOWN •HOWCA.ES 0 0 0 0 00 0 G1 111%. barn . 4U,61a■ ■\\ •11nIa.a .411P1■aa■ ■611 -\7lly .I►4I11A.II■■NNIL �1►:4 AVAIOI1O■■II■■■II61\ ✓. .d•MLI ■■II■■[■ \6111. • ■■•••■11■ •••••171,' AEI 11101■■ ■611■ ■ ■ ■ ■O lt►A■■■R■■■i lomosoziour Numoonr VAIP GEMSCOPE T.V. MONITOR THERE IS X BRACING AS SHOWN. TENANTS GC'S RESPONSABILITY TO RELOCATE BRACING AND OR REMOVE AND RECTIFY SHEAR BRACING SEE ATTACHED FILES FOR X BRACING REFERENCE. u n 761 P61 P61 Qu EE 4 b 4 PP FIXTURE PLAN LAYOUT SCALE: 1/4'= 1 -0 4 4 SCALE: 1/4' =1' -0' 24' -0" EXISTING INTERIOR ELEVATION TO REMAIN ±58'-7" CHECK & VERIFY SITE MEASUREMENTS EXISTING STOREFRONT DISPLAY WINDOWS, DECORATIVE COLUMNS & ROLL -UP GRILLE DOOR, ETC. TO REMAIN AS IS. 24' -0" U11 `opip.III loo A Pr.4 A $,A$ Ar AILA.mmmm ?olr %1J NEW ST D —UP No'S. 101 to 4 6WCASES: ITEM EXISTING STA P —UP & —DOW SHOWCASES: ITEM No'S. 201 to 207: 301 to 308 STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =25.5 LINEAR FEET in 2` a J C 9 9 INTERIOR ELEVATION SCALE: 1/4' =1'-0' SCALE: 1/4' =1 -0" 9 INTERIOR ELEVATION SCALE: 1/4' -1 9 C J 0 u_ DOOR TO SAFE. 5 1 15 9 1211 5 1 26- INTERIOR ELEVATION SCALE: 1/4'= 1 MM LAMM: FLAT SCREEN T.V. MONI (AT RETAIL). ITEM NO. 5 NON - ILLUMINATED SIGN BRUSHED - STEEL FACE FINISH 19 ON WALLCOVERING BACKGROUND FINISH 5 9 9 3/8" THICK LAMINATE (TINTED) GLASS WINDOW, SEE -THRU C� JEWELER'S SIDE. FRAMES FINISH TO 9 a J 0 U- DECORATIVE COLUMN (TYPICAL) WITH WOOD FRAMING FINISH (1 C/W PANEL FINISH �11 uu 121 20 I1rnlrrdnorNI2 9 Z�Ea7MIE4 EXIST1NG STOREFRONT DISPLAY , WINDOWS TO REMAIN AS IS. Na, • REFRONT DECORATIVE COLUMN: 3/4" THICK (MDF) MEDIUM DENSITY FIBERBOARD ON 8" METAL STUDS CONSTRUCTION WITH W WOOD FRAMING FINISH [- _ IGN & FINISHES ARE G. NEW (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. DESIGN & FINISHES ARE TO MACH EXACTLY WITH EXISTING. I 1 1 —NEW ROLL -UP GRILLE DOOR FINISH (CHECK & VERI TO MATCH EXACTLY WITH NEW INTERIOR ELEVATION TO MATCH ECISTING NON- ILLUMINATED SIGN BRUSHED — STEEL FACE FINISH 19 ON WALLCOVERING BACKGROUND FINISH 9 9 II 9 C J 0 u_ DOOR TO STOCKROOM. DECORATIVE COLUMN (TYPICAL) WITH WOOD FRAMING FINISH PANEL FINISH C J 0 U- 20 NEW 3/4" THICK MDF SLIDING DOORS FINISH [Ti DOORS TO HAVE 'STYLMARK' # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK 11110079 & WHEELS /RETAINERS 11510041, W/ 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 -SATIN BLACK FINISH. DESIGN & FINISHES ARE TO MATCH EXACTLY WITH EXISTING. C J 0 U- R C/W EXISTING STOREFRONT DISPLAY WINDOW, WORK COUNTER, WALL FIXTURES TO REMAIN AS IS. 9 WA NEW SHDING PANELS FINISH BACK (TOP ELEVATION) WITH RECESSED CHANNELS TOP & BOTTOM AS REQUaD. 20 a J 0 U- north NEW STORAGE CABINET: PROVIDE A 3/4" THICK MELAMINE DIVIDER (TYPICAL) ON EACH OF THE STORAGE CABINET UNDER STOREFRONT DISPLAY WINDOW AS REQUIRED C/W 3 4" THICK MELAMINE ADJUSTABLE SHELF FINISH 1 41 WITH I -ML. PVC EDGE BANDING ON 'KNAPE & VOGT' METAL STANDARDS & CLIPS AS REQUIRED. DESIGN & FINISHES ARE TO MATCH EXACTLY WITH EXISTING. LEGEND: mr 1r .r V 'V •,r • EXISTING SHOWCASES, WINDOW DISPLAY, WASHROOM, STORAGE COUNTERS TO REMAIN AS IS. EXISTING SHOWCASES, CASH COUNTER, WORKSTATION, SAFE, JEWELER /WATCHMAKER'S BENCH, STORAGE COUNTER & CABINETS ABOVE TO BE RE- LOCATED AS SHOWN. NEW SHOWCASES, COUNTER & BACKROOM AREA RE VIEWED FOR CODE COMPLIANCE APPROVED MAY 1.2 2008 City Of Tukwila BEING DWISION • • 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 12/19/07 ISSUED TO CLIENT No. Deb Re11da► MOWN mat verify d Job deruzibms, &w hip, &WE and spedikello es and report any disaepuILe iD dims babe proceeding WM %tuck Watt wU not be Idle for any arras end anikeloI_ not morbid a■r■d tr•aka tar. Do NOT SCALE DRAWINGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TWO FIXTURE PLAN & WALL ELEVATIONS Drawn CADD -1 Dab December 2007 Cloaked DAU scab AS NOTED Retort No. 740 Iftfact 9869_ID121 ol• wait DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED ARCHITECT 'f( - :' . t A.1.1OKOW (r STATE OF WASHINGTON esifidar Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site . , I times. oigned Date Strohm Dale vwi riefiriord in. all Dew aid 4/13/08 A4 • W • CADD -1 CADD -1 CADD -1 CADD -1 tarCaJn CITY OF TUKWILA MAY 012008 PERMIT CENTER OF 21 SHEETS This drawing not b be used for aomhuaton till ad■1■1Igled. Tnonarfrllbof this drawing ere the copyright dWM end ale rot bbe reprodured In whole or in pert without the ergo=wdlen wrest arts copyright crew. Watt ell net awn, iespandilly tra ingligiet orals or arid■■. T 4111.3ML.9284 200 Beyrbw Am s F 415.304.1000 Taranb. w waken= crersda LOA (30) MELAMINE BACKING FOR SHELVE 14 ral 319 a 14� COAT HOOKS 111A 2 0 ELEVATION - A 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH pA ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. ELEVATION - F SCALE: 114' = 1 2 -ROWS: 3/4" THICK M.Q.F. (1' -4" DEPTH x 3' -O" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a B ELEVATION -B 133 11A STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 124 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 5 a T.V. MONITOR — TAPES/VCR MACHINE 24 220 221 24 STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. ELEVATION - G SCALE: Ye 1'47 24 OPEN ABOVE EXISTING WASHROOM TO REMAIN 2 -ROWS: 3/4" THICK M.D.F. (1'-4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 1BOVE STORAGE CABINET) MELAMINE FINISH 24 ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a 24 ELEVATION - C SCALE: 1/4 ° =1 -0° STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR FOUAU. PROVIDE 1/2" THICK G UNFTS. ELEVATION - H SCALE: iM - I'd a ELEVATION - D ELEVATION - E 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 2A ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. EXISTING WASHROOM TO REMAIN 241 POLISHING /GRINDING EXISTING WALL FIXTURE ELEVATION ELEVATION - J SCALE: in" -+'a X X x x ELECTRICAL SERVICE PANEL, TELEPHONE ELECTRICAL SERVICE PANEL, TELEPHONE & ALARM LOCATION STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 320 ELEVATION - K - .,. REVIEWED FOR CEDE COMPLIANCE AIM VED MAY 1 2 700$ City Of Tukwila BU1I 1)1 G DIVISION, RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Dad DO NOT 800.E DRAWING& Mae Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. Refit No 740 9869_ID122 ol*watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED • 01 ARCHITECT Lil • vo A. UDK • STATE OF WASHINGTON 3408 Westfield - igned D ate ISSUED TO LANDLORD ISSUED TO CLIENT Nadabi COnlindef meet t2 vudfy ell job dlmwdone, dembee, dials and epecilketbee fed t m cbenbencin b dhelpsrs Woe pweeedhrh with work Walt el not be to68s for wry word ad artasloru not rupott>ad by Oaneml Cartbador. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCEPRBt MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM WALL ELEVATIONS D huwn CADD -1 DO JANUARY 2007 Ciudad DAU Sods AS NOTED Deb 4/13/08 W • • • CADD -1 CADD -1 Mani Pry Araelrq OF 21 SHEETS Thb drawrio net b ea used for aensttuollbn ti eardelnlaiea. The =Mb al Vie denim are the myrtle al WnBad ate not b be reprvduaed In whole or In pat without the ehtprearr bike moot dub o widg tawrsr .Waltw■notassumeneroniillybr negligent e nure or arinlone. T 418.364.8384 300 Bsyulaw Altanue F 418.364.1006 Tomei% ON W mills m Goode M6AMU %WA Inknintionl en Wm eons Calm MELAMINE BACKING FOR SHELVE 14 ral 2230 [eD_l1 RIM E 1 14 �I _ 222 24 It 24 JEWELERS . 124 24 on 1 Ir 0 0 E.1, W: ERS lii) Eel '' '''H4 0 ICROWAV - 0 C 221-0. RE MAI:HINE I _LL 11€115" INI , 1 1 319 a 14� COAT HOOKS 111A 2 0 ELEVATION - A 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH pA ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. ELEVATION - F SCALE: 114' = 1 2 -ROWS: 3/4" THICK M.Q.F. (1' -4" DEPTH x 3' -O" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a B ELEVATION -B 133 11A STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 124 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 5 a T.V. MONITOR — TAPES/VCR MACHINE 24 220 221 24 STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. ELEVATION - G SCALE: Ye 1'47 24 OPEN ABOVE EXISTING WASHROOM TO REMAIN 2 -ROWS: 3/4" THICK M.D.F. (1'-4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 1BOVE STORAGE CABINET) MELAMINE FINISH 24 ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a 24 ELEVATION - C SCALE: 1/4 ° =1 -0° STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR FOUAU. PROVIDE 1/2" THICK G UNFTS. ELEVATION - H SCALE: iM - I'd a ELEVATION - D ELEVATION - E 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 2A ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. EXISTING WASHROOM TO REMAIN 241 POLISHING /GRINDING EXISTING WALL FIXTURE ELEVATION ELEVATION - J SCALE: in" -+'a X X x x ELECTRICAL SERVICE PANEL, TELEPHONE ELECTRICAL SERVICE PANEL, TELEPHONE & ALARM LOCATION STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 320 ELEVATION - K - .,. REVIEWED FOR CEDE COMPLIANCE AIM VED MAY 1 2 700$ City Of Tukwila BU1I 1)1 G DIVISION, RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Dad DO NOT 800.E DRAWING& Mae Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. Refit No 740 9869_ID122 ol*watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED • 01 ARCHITECT Lil • vo A. UDK • STATE OF WASHINGTON 3408 Westfield - igned D ate ISSUED TO LANDLORD ISSUED TO CLIENT Nadabi COnlindef meet t2 vudfy ell job dlmwdone, dembee, dials and epecilketbee fed t m cbenbencin b dhelpsrs Woe pweeedhrh with work Walt el not be to68s for wry word ad artasloru not rupott>ad by Oaneml Cartbador. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCEPRBt MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM WALL ELEVATIONS D huwn CADD -1 DO JANUARY 2007 Ciudad DAU Sods AS NOTED Deb 4/13/08 W • • • CADD -1 CADD -1 Mani Pry Araelrq OF 21 SHEETS Thb drawrio net b ea used for aensttuollbn ti eardelnlaiea. The =Mb al Vie denim are the myrtle al WnBad ate not b be reprvduaed In whole or In pat without the ehtprearr bike moot dub o widg tawrsr .Waltw■notassumeneroniillybr negligent e nure or arinlone. T 418.364.8384 300 Bsyulaw Altanue F 418.364.1006 Tomei% ON W mills m Goode M6AMU %WA Inknintionl en Wm eons Calm MELAMINE BACKING FOR SHELVE 14 ral 14 [eD_l1 RIM E 1 14 i 24 24 15 . 0 r , 1 Ir , 319 a 14� COAT HOOKS 111A 2 0 ELEVATION - A 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH pA ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. ELEVATION - F SCALE: 114' = 1 2 -ROWS: 3/4" THICK M.Q.F. (1' -4" DEPTH x 3' -O" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a B ELEVATION -B 133 11A STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 124 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 5 a T.V. MONITOR — TAPES/VCR MACHINE 24 220 221 24 STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. ELEVATION - G SCALE: Ye 1'47 24 OPEN ABOVE EXISTING WASHROOM TO REMAIN 2 -ROWS: 3/4" THICK M.D.F. (1'-4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 1BOVE STORAGE CABINET) MELAMINE FINISH 24 ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a 24 ELEVATION - C SCALE: 1/4 ° =1 -0° STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR FOUAU. PROVIDE 1/2" THICK G UNFTS. ELEVATION - H SCALE: iM - I'd a ELEVATION - D ELEVATION - E 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 2A ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. EXISTING WASHROOM TO REMAIN 241 POLISHING /GRINDING EXISTING WALL FIXTURE ELEVATION ELEVATION - J SCALE: in" -+'a X X x x ELECTRICAL SERVICE PANEL, TELEPHONE ELECTRICAL SERVICE PANEL, TELEPHONE & ALARM LOCATION STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 320 ELEVATION - K - .,. REVIEWED FOR CEDE COMPLIANCE AIM VED MAY 1 2 700$ City Of Tukwila BU1I 1)1 G DIVISION, RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Dad DO NOT 800.E DRAWING& Mae Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. Refit No 740 9869_ID122 ol*watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED • 01 ARCHITECT Lil • vo A. UDK • STATE OF WASHINGTON 3408 Westfield - igned D ate ISSUED TO LANDLORD ISSUED TO CLIENT Nadabi COnlindef meet t2 vudfy ell job dlmwdone, dembee, dials and epecilketbee fed t m cbenbencin b dhelpsrs Woe pweeedhrh with work Walt el not be to68s for wry word ad artasloru not rupott>ad by Oaneml Cartbador. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCEPRBt MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM WALL ELEVATIONS D huwn CADD -1 DO JANUARY 2007 Ciudad DAU Sods AS NOTED Deb 4/13/08 W • • • CADD -1 CADD -1 Mani Pry Araelrq OF 21 SHEETS Thb drawrio net b ea used for aensttuollbn ti eardelnlaiea. The =Mb al Vie denim are the myrtle al WnBad ate not b be reprvduaed In whole or In pat without the ehtprearr bike moot dub o widg tawrsr .Waltw■notassumeneroniillybr negligent e nure or arinlone. T 418.364.8384 300 Bsyulaw Altanue F 418.364.1006 Tomei% ON W mills m Goode M6AMU %WA Inknintionl en Wm eons Calm 111:11111 ral [eD_l1 RIM E i r N swa � ECM r , '' '''H4 0 ICROWAV - 0 C 221-0. MAI:HINE I _LL 11€115" INI 0 ICC D ___ 319 a 14� COAT HOOKS 111A 2 0 ELEVATION - A 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH pA ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. ELEVATION - F SCALE: 114' = 1 2 -ROWS: 3/4" THICK M.Q.F. (1' -4" DEPTH x 3' -O" LONG MAXIMUM) ADJUST. SHELVES ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a B ELEVATION -B 133 11A STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 124 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 5 a T.V. MONITOR — TAPES/VCR MACHINE 24 220 221 24 STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. ELEVATION - G SCALE: Ye 1'47 24 OPEN ABOVE EXISTING WASHROOM TO REMAIN 2 -ROWS: 3/4" THICK M.D.F. (1'-4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 1BOVE STORAGE CABINET) MELAMINE FINISH 24 ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. a 24 ELEVATION - C SCALE: 1/4 ° =1 -0° STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR FOUAU. PROVIDE 1/2" THICK G UNFTS. ELEVATION - H SCALE: iM - I'd a ELEVATION - D ELEVATION - E 2 -ROWS: 3/4" THICK M.D.F. (1' -4" DEPTH x 3' -0" LONG MAXIMUM) ADJUST. SHELVES 2A ABOVE STORAGE CABINET) MELAMINE FINISH ON HEAVY DUTY STANDARDS AND BRACKETS FROM 'KNAPE & VOGT', AS REQ'D. EXISTING WASHROOM TO REMAIN 241 POLISHING /GRINDING EXISTING WALL FIXTURE ELEVATION ELEVATION - J SCALE: in" -+'a X X x x ELECTRICAL SERVICE PANEL, TELEPHONE ELECTRICAL SERVICE PANEL, TELEPHONE & ALARM LOCATION STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH 24 WITH PVC EDGE BANDING (1 -ML.). PROVIDE RECESSED METAL STANDARDS C/W ADJUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM 'KNAPE & VOGT' (OR EQUAL). PROVIDE 1/2" THICK MELAMINE BACKING FOR SHELVING UNITS. 320 ELEVATION - K - .,. REVIEWED FOR CEDE COMPLIANCE AIM VED MAY 1 2 700$ City Of Tukwila BU1I 1)1 G DIVISION, RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Dad DO NOT 800.E DRAWING& Mae Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. Refit No 740 9869_ID122 ol*watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net REGISTERED • 01 ARCHITECT Lil • vo A. UDK • STATE OF WASHINGTON 3408 Westfield - igned D ate ISSUED TO LANDLORD ISSUED TO CLIENT Nadabi COnlindef meet t2 vudfy ell job dlmwdone, dembee, dials and epecilketbee fed t m cbenbencin b dhelpsrs Woe pweeedhrh with work Walt el not be to68s for wry word ad artasloru not rupott>ad by Oaneml Cartbador. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCEPRBt MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM WALL ELEVATIONS D huwn CADD -1 DO JANUARY 2007 Ciudad DAU Sods AS NOTED Deb 4/13/08 W • • • CADD -1 CADD -1 Mani Pry Araelrq OF 21 SHEETS Thb drawrio net b ea used for aensttuollbn ti eardelnlaiea. The =Mb al Vie denim are the myrtle al WnBad ate not b be reprvduaed In whole or In pat without the ehtprearr bike moot dub o widg tawrsr .Waltw■notassumeneroniillybr negligent e nure or arinlone. T 418.364.8384 300 Bsyulaw Altanue F 418.364.1006 Tomei% ON W mills m Goode M6AMU %WA Inknintionl en Wm eons Calm $NNWOL t t DESORPTION I IAA, A NOTES W WATTS AL R REMO A E 30 D EXISTING TO REMAIN: 'JUNO LIGHTING LTD.' 4" METAL HALIDE C CERAMIC ARC TUBE 1050 C Ai 7 75 E EXISTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' 4" METAL 5 525 A2 2 29 N NEW AS SHOWN: 'JUNO LIGHTING LTD.' 4" METAL HALIDE DOWNUGHT 1 1015 B E 22 D EXISTING TO REMAIN: 'JUNO LIGHTING LTD.' 6" VERTICAL CFL P PL18- TT /E3000K 3 396 Bfi 10 C DUSTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' 6" VERTICAL 1 180 B N 15 D NEW AS SHOWN: 'JUNO LIGHTING LTD.' 6" VERTICAL CFL 2 270 - F i t t 1 C - 2 D OUSTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' LOW VOLTAGE 35W FOOD 7 70 N NOTE: ADJUST LIGHTS TO ILLUMINATE SIGNAGE WALLS. Ci 2 2 N NEW AS SHOWN: 'JUNO LIGHTING LTD.' LOW VOLTAGE DOWNUGHT 3 35W MR1B 7 70 D ® 1 0 E EXISTING TO REMAIN 'JUNO LIGHTING' AVID SERIES #XT16301 M MR16 -20W 8 800 ®® 1 2x4 E EXISTING TO BE RE- LOCATED: 'JUNO LIGHTING' AVID SERIES TO M MR1S -20W 1 160 D1®® 2 KM M E E g F EXISTING TO REMAIN 'JUNO LIGHTING LTD.' RECESSED COMPACT N 26 WATT 2 208 K NOTE MUST BE 3000 DEGREES Er N 4 F NEW AS SHOWN 'JUNO LIGHTING LTD.' RECESSED COMPACT 26 WATT 1 104 F 2 3 1 24 LONG SINGLE TUBE FLUORESCENT FIXTURE 17W 5 51 C COOL WHITE WATT MISER LAMPS, UNDER Q 1 H 4 I 1 J E 5 F EXISTING TO BE RE- LOCATED: 48" LONG DOUBLE TUBE 3 A 320 I I 11 5 Ji N 4 F NEW AS SHOWN 48" LONG DOUBLE TUBE FLUORESCENT 2 32x2 W 256 ® 4 1 E EXISTING TO REMAIN: EXHAUST FAN IN WASHROOM 1 150 CFM -- WIRED TO LIGHT FIXTURE _ 1 1 E EXISTING TO REMAIN: SIX GALLON HOT WATER TANK - -- I INSTALL ABOVE WASHROOM CEILING STRUCTURE K O 1 1 E EXISTNG TO REMAIN: CEILING MOUNTED LIGHT FIXTURE IN W 60 C CHECK AND VERIFY L 1 1 E EXISTING TO REMAN: WALL MOUNTED LIGHT BAR ABOVE SINK /MIRROR (WASHROOM) 6 60W 6 60 C CHECK AND VERIFY M I 8 D DUSTING TO BE RE- LOCATED: WALL SCONCE LIGHTS; LASER 75W 600 C CHECK AND VERIFY WITH BEN BRIDGE P - - - 1 10 E EXISTING TO REMAIN: 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE 3 32x2 W 6 640 N NOTE MUST BE 3000 DEGREES Pi , , T TO BE RE- LOCATED: 48 LONG DOUBLE TUBE FLUORESCENT 32x2 W 1 128 I Q E 6 ( EXISTING TO REMAIN: ALUMINUM BOX LIGHT C/W DOUBLE TUBE 59x2 W 7 708 Q1 6 6 N NEW AS SHOWN: ALUMINUM BOX LIGHT 8' -O" LONG DOUBLE TUBE 5 59x2 W 7 708 a. 11 E 2 B EXISTING TO REWUN: EMERGENCY PACK (WALL MOUNTED) _ __ (A N 1 O NEW AS SHOWN: EMERGENCY PACK (WALL MOUNTED) BATTERY 1 iIM 4 E EXISTING TO REMAIN & RELOCATED: CEILING MOUNTED EXIT LIGHT. _ __ N NOTE: SHOULD NOT BE VISIBLE FROM MALL EXIT I 4 1 N NEW AS SHOWN: CEIUNG MOUNTED EXIT LIGHT. EXR -51 WH. LED EXIT SINGLE FACE FROM: JUNO LIGHTING I mar I 1 ( ) 1 1 D DUSTING TO RBANN: SMOKE DETECTOR (ON THE CEILING) WITHIN -- 1 W EXISTING TO BE RE- LOCATED: SMOKE DETECTOR (ON THE CEILING) CCTV E 3 L EXISTING TO REMAIN: CLOSED CIRCUIT T.V. SYSTEM SUGGESTED H -- 8 HANG CAMERA FROM CEILING (TYPICAL) L>C,1 T CCTV - 1 E 6 S EXISTING TO BE RE- LOCATED: CLOSED CIRCUIT T.V. SYSTEM -- PM A G Tv'B N 2 J NEW: CLOSED CIRCUIT T.V. SYSTEM SUGGESTED LOCATIONS C/W ►�� 7 E 1 L EXISTING TO BE RE- LOCATED: COVERT CAMERA SUGGESTED - - - EM E 4 E EXISTING TO REWUN: 'JUNO LIGHTING LTD.' RECESSED GIMBAL 8W Hal. 3 32 EMi, 2 2 C COSTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' RECESSED 8 8W Hal. 1 16 ` , 1' -6" 1 -O 1'-6" 1/4 THICK SUSPENDED PANEL FINISH 20 , POLISHED _✓ ALL EXPOSED EDGES C/W "STYLMARK" STEEL ANGLES ABOVE & "H" CHANNELS (BRUSHED STAINLESS STEEL FINISH 218). 1'-6" ' 1' -0" 1' -6" 4' -0" CV I N) N THIS DRAW \G TO BE READ I\ CO\JUNCTIO\ WITH THE CONSTRUCTION P_A\ (DWG. A8), ADD WITH ELECTRICAL DRAWING No. E101 & E111 v1PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS TYPICAL 16" X 16" ACCESS HINGED PANEL, PAINT FINISH Ci \A6 SUSPENDED PANEL: 1- REQUIRED A DETAIL PLAN A6 SCALE: 1/2 =1' -or 5/8" GYPSUM BOARD Q I I 1 1 FIRECODE TYPE 'X' DROPPED 1 BULKHEAD ®9 -0" AFF, I PAINT FINISH 12 , I I I i ill P I I I I I I iII ILLUMINATED SIGN BOX (2 1 II I REQ'D.: TOP & BOTTOM) Q ' 1 ` DOUBLE TUBE FLUORESCENT 1 FIXTURES (WARM WHITE). SIGN TO READ 'BEN BRIDGE' ,SEE II DRAWING NQ's. A15, A20, & III IS -2 FOR DETAILS. (CHECK & I VERIFY) 11 I 5" CEILING WELL OPENING. ' II (FOR ROLL -UP DOOR). I SEE DWG. No. 12 FOR , II DETAIL SECTION AS NOTED. EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING - 9' -6 1/2" AFF, PAINT FINISH SUSPENDED PANELS FINISH (3- REQUIRED) TO 8'-O" A.F.F.L. C/W LIGHT ILLUMINATION ABOVE. SEE DWG. A21 FOR DETAILS. 20 D 4' -0" 34' Ai 0 34- 4a2 SCALE: 1/4" =1'-O 9 1 \ OAs 4' \ • a / / / /OA / / / / 8 75' EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED BULKHEAD 11' -0 1/2" AFF, PAINT FINISH J I Mi 4-92 -0-EM / -1 r / REFLECTED CEILING PLAN 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED BULKHEAD 0 11' -D 1/2" AFF, PAINT FINISH r / A t Ar sT Ai / \ 0 / \/ 2 15' EPA /0As / Or / / / / 7r 4 2 /// Sr o"z Al • c 4' sr c sr d' sr d // .- / / / / As ? / / sr/ A: Q/ / • sr / r 69- B4_ E O OE L -- ___J M 31 / / /0 As / 87' 0 ST I ras1? I / / H r TB= Br A EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYP 'X' DROPPED CEILING 9' -0" AFF, PAINT FINISH SUSPENDED PANEL: CA B) CORNER DETAIL SCALE: FULL SIZE 44° 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING l 9' -6 1/2" AFF, PAINT FINISH C THICK SUSPENDED PANEL Fl 20 , C/W STEEL ANGLE ABOVE & "H" CHANNEL (BRUSHED STAINLESS , TEEL FINISH 218). Ai Et REMOVE EXISTING 5/8" GYPSUM BOARD & PROVIDE NEW FIRECODE EMi B TYPE 'X' DROPPED B V CEILING RAISED © 10' -6Y" AFF, PAINT FINISH laCHECK & VERIFY SITE CONDmONS. 0 EM EXrr A u J D 2 D I A6 K 6 Ai sr 0 2+ O AS 3r 0 A O A Q EXISTING TO REMAIN: 5" CEILING WELL OPENING, (FOR ROLL -UP DOOR). SEE DWG. No. A14 FOR DETAIL SECTION AS NOTED. RNERS 10228 FRONT INGS (BRUSHED STEEL FINISH 218). Ar ST 0 48 2 EM 2 A6 1a.8 1r2" I 0 E E € Ai sr 0 44' OE / sr J 1 Mr 26' -3 1/2" LIGHT FIXTURES ARE PROVIDED BY OWNER, and INSTALLED BY CONTRACTOR. LIGHT FIXTURES ARE STORED and PALLETIZED AT "BEN BRIDGE" IN SEATTLE. CONTACT: MR. SCOTT JOHNSON; TEL. No. (206) 239 -- -6841, SEVEN (7) DAYS PRIOR TO DATE REQUIRED TO ARRANGE SHIPMENT OF LIGHT FIXTURES. 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING 1O'-6 1/2" AFF, PAINT FINISH Ar N \ \ \ \ \or N Ai \\ NO \ \ \ \ \as' \\ `\ Al \\ \O \ ` ` 60' N. \ or \ -1 A 6 s3• ea Q EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIR ODE TYPE 'X' DROPPED CEILING © 1O' -6 1 /2" AFF, PAINT FIN SH SUSPENDED PANEL: T- SECTION DETAIL SCALE: FULL SIZE T 4131 1EM `I'15At 3r or A / J 0A2 ` OA2 1 9'41 12" TYLMARK' "H" CHANNELS 4 (BRUSHED STAINLESS ISH #218) K SUSPENDED PANEL C/W (CORNER) FRAME MOLDINGS ARK' 110228 (BRUSHED AINLESS STEEL FINISH 218). 78' t \ 2' -0" Bi 71' \ 0A2 \ \ ` Sr \\ B: \ 0A2 A O \ /\ ` a7' \ . \OAI \`\ 1 82' EM 11T B --B 1 0 0 EXISTING TO REMAIN: ILLUMINATED SIGN BOX (2 REQ'D.: TOP & BOTTOM) DOUBLE TUBE FLUORESCENT FIXTURES (W RM WHITE). SIGN TO READ 'BEN BRID E' ,SEE DRAWING ND's. A15, A20, & IS -2 FOR DETAILS. (CHECK & VERIFY) NOTE: ALL CEIUNG AIR DIFFUSER TO BE PAINTED WITH LACQUER Fl n II IIII FIIII II I U II I Gil I u l ire Iw L !ir me J 4 A A 0 71' CEILING CONSTRUCTION: 1-1/2" COLD ROLLED STEEL 12 GAUGE HAT CHANNEL © 16" O.C. SUPPORTED WITH #9 GAUGE WIRE ® 4' -O" O.C. ATTACHED TO STEE TRUSS JOISTS SBOVE (TYPICA PROVIDE UNISTRUT (OR SUPPORT SYSTEM AND /tR BLOCKING) FOR SECU "IN G FAUX ALABASTER VALANCE PANELS TO CEILING STRUCTURE ASSEMBLY TO INCLUDE PRE -I STALLED BOLTS FASTENED I UNISTRUT STRUCTURE. LOCA IONS COORDINATED WIT FAUX ALABASTER PANEL' AND LOCATED AS NOT TO INTER RE WITH LIGHT LOCATIONS. 1/4" THICK SUSPENDED FINISH 20 , C/W "STYLMA (CORNER) FRONT FRAME MOL► G 110228, STEEL ANGLES ® TOP, " H " CHANNELS 110014 © MIDDLE & CHANNELS 110577 © BOTTOM (BRUSHED STAINLESS STEEL FINISH #218) AS REQUIRED. ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT AS PER LOCAL AUTHORITIES. 1121 sr EXISTING TO REMAIN: TYPICAL 16" X 16" ACCESS HINGED PANEL, PAINT FINISH RE - USE EXISTING & PROVIDE NEW TO MATCH EXISTING: 2' X 4' T -BAR ACOUSTIC CEILING TILE © 11' -0" AFF "ARMSTRONG" #1729 FINE FISSURED RH 90- WHITE. ( I - - I- - - -- n - - - -- - - - -- III / M AS SHOWN ON DRAWING No. M101 ARE ISH TO MATCH ADJACENT CEILING COLOR. 10 EL Jig EXI NG TO REMAIN: 5/8" GYP UM BOARD FIRECODE TYP 'X' DROPPED CEILING 9 -6 1/2" AFF, PAINT FINIS 1 /2 "f 12" II II I I II I I SUSPENDED PANEL: HANGING DETAIL SCALE: 3' =1' -0° PROVIDE METAL ED BRUSHED STAINLES TO TOP EDGE OF VINYL COMPRESSIO ASSEMBLY TO HAV HOLES FOR SECU STRUCTURE. E MOLD: STEEL FINISH LASS c/w CLEAR GASKET. PREDRILLED NG TO SECURE ASSEM: Y TO UNISTRUT STRUCTURE WI DECORATIVE ACORN BOLTS. PROV iE CLEAR VINYL WASHER A 0 /OR VINYL BUSHING FOR FRICTION IT. PRO 'rE RUBBER SPACERS TO OW FOR ANY IRREGULARITIES IN DRYWALL RECESS. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAV1ILIARIZE HIMSELF WITH EXISTING CONDITIONS NEW STAND —UP No'S. 101 to S��WCASES: ITEM EXISTING STA I —UP & DOW SHOWCAS S: ITEM No'S. 201 to 207: 301 to STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =25.5 LINEAR FEET EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING 8' -O" AFF TO UNDERSIDE OF CEILING, PAINT FINISH EXISTING TO REMAIN: EXHAUST FAN @ 8' -0" A.F.F.L. (TYPICAL AT WASHROOM CEILING). RE -USE EXISTING & PROVIDE NEW TO MATCH EXISTING: 2' X 4' T -BAR ACOUSTIC CEILING TILE 11' -0" AFF "ARMSTRONG" #1729 FINE FISSURED RH 90- WHITE. EXISTING TO REMAIN: EXHAUST FAN @ 11' -O" A.F.F.L. (TYPICAL AT STOCKROOM CEILING). \ 0. I E.C5°.'r A rglov eo Mph 12, to �r STAND -UP g HOWCASES/ VARIES SHOWCASE REFLE TOR RAIL C/W LIGHTS BUIL -IN © INSIDE OF DISP SHOWCASE. 1' -1O" (.0 OF RECESSED Do MRS 4" / II / \ � N / \ I BO DIAD visolA 0 FRONT FACE SHOWCASES SECTION SCALE: 1/2" -1'-O. )F LIGHTING LEGEND \OTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS LIGHTS 4" BEHIND THIS LINE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO- ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL 2 GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). 3 TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J-BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND JUNCTION BOXES IS VERY IMPORTANT. 4 CONDUIT (N FLEX) IS REQUIRED FOR ALARM BELL. LOCATE BELL ABOVE CLOSE TO STOREFRONT. 5 COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED ABOVE THE FINISHED CEILING. 6 SUSPENDED CEILING (GYPSUM BOARD OR LAY-IN ACOUSTIC TILE) SHALL BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY-LAWS AND REGULATIONS. 7 FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR TANDLORD'S OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OFCONSTRUCTION AS REQUIRED. ALI FOR SIX (6) AT TIME OF BIDDING. 12/19/07 him Deb speo llioadorm and report sty cloorepercios b dragon Mime prancing with work Watt MI nog be liabb Nu wars and DO NOT SCALE EIRAWNDS. gi•EN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 REFLECTED CEILING PLAN & LIGHTING LEGEND RECEIVED CITY OF TUKWILA PERMIT CENTER O liwn CADD-1 Mb JANUARY 2007 ch DAU Seib AS NOTED Rata tb. 740 Project Working Drawing Review Approved Approved as Noted 1:1 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1)copy of this landlord stamped set of drawings is required to be kept on the job site times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 01/31/08 ISSUED TO ENGINEER'S 9869_ ID131 Sk Deb ol•watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614-3385 bus (480) 614-0209 fax email: davidaudkow@cox.net 0 3408 REGISTERED ., 'ARCHITECT tlicii STATE OF WASHINGTON igned Date ISSUED TO CLIENT Ravlsion estfield T 416.3342384 F 4111.20114.1008 4/13/08 mw " A6 The &rang not to be wed for aombuclon andenIved. The oxide den drawing an the copyrights* Walt ami me not b be rencduced Wan or In pmt without be wpm Mien canard copyright caner. Waft WI mg mums nmponebny for my reaped anon or andedam. • • • CADD-1 CADD-1 CADD-1 CADD-1 CADD-1 Drawn OF 21 SHEETS Tomb, ON Comb MA= hisislolii kn. at Bony amp Comm CV I N) N THIS DRAW \G TO BE READ I\ CO\JUNCTIO\ WITH THE CONSTRUCTION P_A\ (DWG. A8), ADD WITH ELECTRICAL DRAWING No. E101 & E111 v1PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS TYPICAL 16" X 16" ACCESS HINGED PANEL, PAINT FINISH Ci \A6 SUSPENDED PANEL: 1- REQUIRED A DETAIL PLAN A6 SCALE: 1/2 =1' -or 5/8" GYPSUM BOARD Q I I 1 1 FIRECODE TYPE 'X' DROPPED 1 BULKHEAD ®9 -0" AFF, I PAINT FINISH 12 , I I I i ill P I I I I I I iII ILLUMINATED SIGN BOX (2 1 II I REQ'D.: TOP & BOTTOM) Q ' 1 ` DOUBLE TUBE FLUORESCENT 1 FIXTURES (WARM WHITE). SIGN TO READ 'BEN BRIDGE' ,SEE II DRAWING NQ's. A15, A20, & III IS -2 FOR DETAILS. (CHECK & I VERIFY) 11 I 5" CEILING WELL OPENING. ' II (FOR ROLL -UP DOOR). I SEE DWG. No. 12 FOR , II DETAIL SECTION AS NOTED. EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING - 9' -6 1/2" AFF, PAINT FINISH SUSPENDED PANELS FINISH (3- REQUIRED) TO 8'-O" A.F.F.L. C/W LIGHT ILLUMINATION ABOVE. SEE DWG. A21 FOR DETAILS. 20 D 4' -0" 34' Ai 0 34- 4a2 SCALE: 1/4" =1'-O 9 1 \ OAs 4' \ • a / / / /OA / / / / 8 75' EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED BULKHEAD 11' -0 1/2" AFF, PAINT FINISH J I Mi 4-92 -0-EM / -1 r / REFLECTED CEILING PLAN 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED BULKHEAD 0 11' -D 1/2" AFF, PAINT FINISH r / A t Ar sT Ai / \ 0 / \/ 2 15' EPA /0As / Or / / / / 7r 4 2 /// Sr o"z Al • c 4' sr c sr d' sr d // .- / / / / As ? / / sr/ A: Q/ / • sr / r 69- B4_ E O OE L -- ___J M 31 / / /0 As / 87' 0 ST I ras1? I / / H r TB= Br A EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYP 'X' DROPPED CEILING 9' -0" AFF, PAINT FINISH SUSPENDED PANEL: CA B) CORNER DETAIL SCALE: FULL SIZE 44° 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING l 9' -6 1/2" AFF, PAINT FINISH C THICK SUSPENDED PANEL Fl 20 , C/W STEEL ANGLE ABOVE & "H" CHANNEL (BRUSHED STAINLESS , TEEL FINISH 218). Ai Et REMOVE EXISTING 5/8" GYPSUM BOARD & PROVIDE NEW FIRECODE EMi B TYPE 'X' DROPPED B V CEILING RAISED © 10' -6Y" AFF, PAINT FINISH laCHECK & VERIFY SITE CONDmONS. 0 EM EXrr A u J D 2 D I A6 K 6 Ai sr 0 2+ O AS 3r 0 A O A Q EXISTING TO REMAIN: 5" CEILING WELL OPENING, (FOR ROLL -UP DOOR). SEE DWG. No. A14 FOR DETAIL SECTION AS NOTED. RNERS 10228 FRONT INGS (BRUSHED STEEL FINISH 218). Ar ST 0 48 2 EM 2 A6 1a.8 1r2" I 0 E E € Ai sr 0 44' OE / sr J 1 Mr 26' -3 1/2" LIGHT FIXTURES ARE PROVIDED BY OWNER, and INSTALLED BY CONTRACTOR. LIGHT FIXTURES ARE STORED and PALLETIZED AT "BEN BRIDGE" IN SEATTLE. CONTACT: MR. SCOTT JOHNSON; TEL. No. (206) 239 -- -6841, SEVEN (7) DAYS PRIOR TO DATE REQUIRED TO ARRANGE SHIPMENT OF LIGHT FIXTURES. 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING 1O'-6 1/2" AFF, PAINT FINISH Ar N \ \ \ \ \or N Ai \\ NO \ \ \ \ \as' \\ `\ Al \\ \O \ ` ` 60' N. \ or \ -1 A 6 s3• ea Q EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIR ODE TYPE 'X' DROPPED CEILING © 1O' -6 1 /2" AFF, PAINT FIN SH SUSPENDED PANEL: T- SECTION DETAIL SCALE: FULL SIZE T 4131 1EM `I'15At 3r or A / J 0A2 ` OA2 1 9'41 12" TYLMARK' "H" CHANNELS 4 (BRUSHED STAINLESS ISH #218) K SUSPENDED PANEL C/W (CORNER) FRAME MOLDINGS ARK' 110228 (BRUSHED AINLESS STEEL FINISH 218). 78' t \ 2' -0" Bi 71' \ 0A2 \ \ ` Sr \\ B: \ 0A2 A O \ /\ ` a7' \ . \OAI \`\ 1 82' EM 11T B --B 1 0 0 EXISTING TO REMAIN: ILLUMINATED SIGN BOX (2 REQ'D.: TOP & BOTTOM) DOUBLE TUBE FLUORESCENT FIXTURES (W RM WHITE). SIGN TO READ 'BEN BRID E' ,SEE DRAWING ND's. A15, A20, & IS -2 FOR DETAILS. (CHECK & VERIFY) NOTE: ALL CEIUNG AIR DIFFUSER TO BE PAINTED WITH LACQUER Fl n II IIII FIIII II I U II I Gil I u l ire Iw L !ir me J 4 A A 0 71' CEILING CONSTRUCTION: 1-1/2" COLD ROLLED STEEL 12 GAUGE HAT CHANNEL © 16" O.C. SUPPORTED WITH #9 GAUGE WIRE ® 4' -O" O.C. ATTACHED TO STEE TRUSS JOISTS SBOVE (TYPICA PROVIDE UNISTRUT (OR SUPPORT SYSTEM AND /tR BLOCKING) FOR SECU "IN G FAUX ALABASTER VALANCE PANELS TO CEILING STRUCTURE ASSEMBLY TO INCLUDE PRE -I STALLED BOLTS FASTENED I UNISTRUT STRUCTURE. LOCA IONS COORDINATED WIT FAUX ALABASTER PANEL' AND LOCATED AS NOT TO INTER RE WITH LIGHT LOCATIONS. 1/4" THICK SUSPENDED FINISH 20 , C/W "STYLMA (CORNER) FRONT FRAME MOL► G 110228, STEEL ANGLES ® TOP, " H " CHANNELS 110014 © MIDDLE & CHANNELS 110577 © BOTTOM (BRUSHED STAINLESS STEEL FINISH #218) AS REQUIRED. ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT AS PER LOCAL AUTHORITIES. 1121 sr EXISTING TO REMAIN: TYPICAL 16" X 16" ACCESS HINGED PANEL, PAINT FINISH RE - USE EXISTING & PROVIDE NEW TO MATCH EXISTING: 2' X 4' T -BAR ACOUSTIC CEILING TILE © 11' -0" AFF "ARMSTRONG" #1729 FINE FISSURED RH 90- WHITE. ( I - - I- - - -- n - - - -- - - - -- III / M AS SHOWN ON DRAWING No. M101 ARE ISH TO MATCH ADJACENT CEILING COLOR. 10 EL Jig EXI NG TO REMAIN: 5/8" GYP UM BOARD FIRECODE TYP 'X' DROPPED CEILING 9 -6 1/2" AFF, PAINT FINIS 1 /2 "f 12" II II I I II I I SUSPENDED PANEL: HANGING DETAIL SCALE: 3' =1' -0° PROVIDE METAL ED BRUSHED STAINLES TO TOP EDGE OF VINYL COMPRESSIO ASSEMBLY TO HAV HOLES FOR SECU STRUCTURE. E MOLD: STEEL FINISH LASS c/w CLEAR GASKET. PREDRILLED NG TO SECURE ASSEM: Y TO UNISTRUT STRUCTURE WI DECORATIVE ACORN BOLTS. PROV iE CLEAR VINYL WASHER A 0 /OR VINYL BUSHING FOR FRICTION IT. PRO 'rE RUBBER SPACERS TO OW FOR ANY IRREGULARITIES IN DRYWALL RECESS. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAV1ILIARIZE HIMSELF WITH EXISTING CONDITIONS NEW STAND —UP No'S. 101 to S��WCASES: ITEM EXISTING STA I —UP & DOW SHOWCAS S: ITEM No'S. 201 to 207: 301 to STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =25.5 LINEAR FEET EXISTING TO REMAIN: 5/8" GYPSUM BOARD FIRECODE TYPE 'X' DROPPED CEILING 8' -O" AFF TO UNDERSIDE OF CEILING, PAINT FINISH EXISTING TO REMAIN: EXHAUST FAN @ 8' -0" A.F.F.L. (TYPICAL AT WASHROOM CEILING). RE -USE EXISTING & PROVIDE NEW TO MATCH EXISTING: 2' X 4' T -BAR ACOUSTIC CEILING TILE 11' -0" AFF "ARMSTRONG" #1729 FINE FISSURED RH 90- WHITE. EXISTING TO REMAIN: EXHAUST FAN @ 11' -O" A.F.F.L. (TYPICAL AT STOCKROOM CEILING). \ 0. I E.C5°.'r A rglov eo Mph 12, to �r STAND -UP g HOWCASES/ VARIES SHOWCASE REFLE TOR RAIL C/W LIGHTS BUIL -IN © INSIDE OF DISP SHOWCASE. 1' -1O" (.0 OF RECESSED Do MRS 4" / II / \ � N / \ I BO DIAD visolA 0 FRONT FACE SHOWCASES SECTION SCALE: 1/2" -1'-O. )F LIGHTING LEGEND \OTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS LIGHTS 4" BEHIND THIS LINE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO- ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL 2 GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). 3 TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J-BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND JUNCTION BOXES IS VERY IMPORTANT. 4 CONDUIT (N FLEX) IS REQUIRED FOR ALARM BELL. LOCATE BELL ABOVE CLOSE TO STOREFRONT. 5 COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED ABOVE THE FINISHED CEILING. 6 SUSPENDED CEILING (GYPSUM BOARD OR LAY-IN ACOUSTIC TILE) SHALL BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY-LAWS AND REGULATIONS. 7 FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR TANDLORD'S OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OFCONSTRUCTION AS REQUIRED. ALI FOR SIX (6) AT TIME OF BIDDING. 12/19/07 him Deb speo llioadorm and report sty cloorepercios b dragon Mime prancing with work Watt MI nog be liabb Nu wars and DO NOT SCALE EIRAWNDS. gi•EN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 REFLECTED CEILING PLAN & LIGHTING LEGEND RECEIVED CITY OF TUKWILA PERMIT CENTER O liwn CADD-1 Mb JANUARY 2007 ch DAU Seib AS NOTED Rata tb. 740 Project Working Drawing Review Approved Approved as Noted 1:1 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1)copy of this landlord stamped set of drawings is required to be kept on the job site times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 01/31/08 ISSUED TO ENGINEER'S 9869_ ID131 Sk Deb ol•watt DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614-3385 bus (480) 614-0209 fax email: davidaudkow@cox.net 0 3408 REGISTERED ., 'ARCHITECT tlicii STATE OF WASHINGTON igned Date ISSUED TO CLIENT Ravlsion estfield T 416.3342384 F 4111.20114.1008 4/13/08 mw " A6 The &rang not to be wed for aombuclon andenIved. The oxide den drawing an the copyrights* Walt ami me not b be rencduced Wan or In pmt without be wpm Mien canard copyright caner. Waft WI mg mums nmponebny for my reaped anon or andedam. • • • CADD-1 CADD-1 CADD-1 CADD-1 CADD-1 Drawn OF 21 SHEETS Tomb, ON Comb MA= hisislolii kn. at Bony amp Comm T- S GRANT WI- T -E CO\ PPPLPCTP C- LLLCT CAL DR NEW JUNCTION BOX FOR STOREFRONT SIGN @ ±11' -0" AFF EXISTING JUNCTION BOX FOR STOREFRONT CLOCK @ ±11' -0" AFF, TO REMAIN AS IS. NOTE: ELECTRICIAN TO INSTALL LOW VOLTAGE and POWER CONNECTION FROM CLOCK CONTROLLER IN BACKROOM TO THE CLOCK. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS IV1PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS TO BE READ \ CO\J\CTO\ STRCTO\ PLA\ '�DVVG. ,A8;, L \C PLAN DWG. 761 A\D WT AW \G \c. -101 & F111. EXIS= CASH /WRAP COUNTER LO ALL ELECTRICAL' OUTLETS & CONNECTIONS TO REMAIN. • A► ._ JL1 \. \ ■ •�A� ■ JE�Ie \\ �■■■ . JNAM ■IeA \\ \■ J� ■ ■te ■ ■ \\ 1r\\■ ■ ■ 'J►■ • vp Or•■■a■■MEEME ■■L, l\'\■■■\NI■■■■■■Gn . ■■■■■nl■■■■■ir '•►N■ ■■w■■■wr •►1 ■■■ • �P ✓r• i AIM,. 1 ii■ ■. , ■ ■L. ,r :r■t.E ■r >.. IMEDIT r2lti 1! v n _r"Gr31■li ■A ■ ■■■■■k, ■��:�uliii ■■Ey► c; ••■Ia�� rrA■ mua ■, , w■.,�:�c ■M■■■ ■,� ,, "I• ■r-�'SWAN■ ■i ■. " 12E► �i 5■\\ %' \V9 ■ 711■■ %' lo■ZE■n lEMENY ;rig 0 �.rr ra 1/7)/ 4.. � ;7 /ice / /,/ ,;:A$ =moo ?I IlL Zs I.MAL •MC•••• `O■■■■■ •■■■■ ■NN UNDERSLAB 1' 0 FLOOR' CONDUIT TERMINATING TO FLOOR OUTLET FOR IK ), POWER. THIS CONDUIT TO 6' CONTAIN A PULL STRING. TV MONITOR ABOVE W/ OUTLET (Al BACK) 70' AFF RE- LOCATED OUTLET FOR HOWCASE CONNECTION 48" DOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. DIMING OUT FOR SHOWCASE CON ECTION @ 48" LOOSE FLE WITH SIDE MOUNTED JUNCTION BOX. TO RE1WN AS 15. 1 ELECTRICAL PLAN A7 SCALE: 1/4' =1' -0' EXISTING STOREFRONT DISPLAY WINDOWS AND ENCLOSURE, ALL LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. EXISTING OUTLET FOR SHOWCASE CONNECTIO @ 48" LOOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. FOR CCTV SYSTEM QUANTITY & LOCATIONS, CHECK & VERIFY WITH THE "ALARM SYSTEM CO." AND OWNER. ELECTRICIAN TO RUN 1" EMPTY CONDUIT FROM THE PHONE PANEL TO CASH & WRAP COUNTER. EXISTING RE- LOCATED SIT-DOWN SHOW NEW ADDED RETAIL SECTION F30 -T8 EXL ING STAND - UP SHOWCASE LOCATION, ALL SHOWCASE LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. �1 F42 -T8 SALES AREA EXISONG RE- LOCATED SIT -DOWN & — STAND -UP SHOWCASES. All SHOWCASES LIGHTING & ELECTRICAL DUPLEX OUTLETS INSIDE SHOWCASES TO REMAIN & RE- CONNECTED TO THE SOURCE. L F42 -T6 F42 -T6 EXISTING JUNCTION BOX FOR STOREFRONT SIGN @ ±11' -0" AFF, TO REMAIN AS IS. ELECTRICIAN TO INSTALL 4 -PAIR TELEPHONE CABLE (CABLE SUPPLIED BY OWNER IN PHONE CONDUIT). F42 -T6 1 1 F42-T6 F42 -T6 NEW ELECTRICAL DUPLEX OUTLETS INSIDE STAND -UP SHOWCASE RECESSED AT BACK OF FRONT PANEL ® 8 1/2' A.F.F.L. FOR FIBRE OPTIC ILLUMINATOR CONNECTION (150 WATTS FOR EACH ILLUMINATOR) F42 -T5 EXISTING DUPLEX OUTLET FIXED TO BACK OF SHOWCASE FRONTS @ 9" A.F.F.L. TO REMAIN AS IS. NEW AND OR YODFIB STAND -UP SHOWCASE SECTION, PR IDE IN CASE ILLUMINATION AS INDICATED. COTES GENERAL CONTRACTOR 15 TO LAYOUT THE LINE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS LIGHTS 4" BEHIND THIS UNE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO- ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL. GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J- BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND 3 JUNCTION BOXES IS VERY IMPORTANT. CONDUIT (NOT FLEX) IS REQUIRED FOR ALARM BELL. LOCATE BELL ABOVE 4 CLOSE TO STOREFRONT. COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED 5 ABOVE THE FINISHED CEILING. SUSPENDED CEILING (GYPSUM BOARD OR LAY -IN ACOUSTIC TILE) SHALL BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY -LAWS AND REGULATIONS. FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR LANDLORD'S OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OF CONSTRUCTION AS REQUIRED. ALL FOR SIX (6) AT TIME OF BIDDING. NEW DUPLEX OUTLET FIXED TO / BACK OF SHOWCASE FRONTS ®9' A.F.F.L NEW OUTLET FOR SHOWCASE CONNECTION * B '8=L WITI I SIDE MOUNTED JUNCTION BOX. NEW AND " STAMP SHOWCASE SECTION, PROVID� IN CASE ILLUMINATION AS ED. INDICAT EXISTING UNDERSLAB 1 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR POWER. THIS CONDUIT TO CONTAIN A PULL STRING. TO REMAIN AS IS. UNDERSLAB 1' 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR PHONE /DATA ONES. TI-LIS CONDUIT TO COWAN A PULL STRING. RUN CAT5 -4 PAIR CABLE FROM CASH TO CASH ST AS REQUIRED USIt OUTLET FOR SHOWCASE CONNECTIONON 0 4848 LOOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. TO REMAIN AS 15. COVERT LIGHT - SWITCH CAMERA EXISTING OVERHEAD DOOR EMERGENCY RELEASE. TO REMAIN AS IS. OUTLET FOR COFFEE MACHINE @ 44" AFF NEW AND OR� STAND -UP SHOWCASE SECTION, PROVIDE IN CASE ILLUMINATION AS INDICATED. EXISTING UP/ DOWN SWITCH TO OPERATE STOREFRONT OVERHEAD DOOR TO REMAIN AS IS. EXISTING KEY SWITCH; RECESSED FLUSH WITH COLUMN TO REMAIN AS IS. LEGEND: EXISTING SHOWCASES, WINDOW DISPLAY, WASHROOM, STORAGE COUNTERS TO REMAIN AS IS. EXISTING SHOWCASES, CASH COUNTER, WORKSTATION, SAFE, JEWELER /WATCHMAKER'S BENCH, STORAGE COUNTER 8c CABINETS ABOVE TO BE RE— LOCATED AS SHOWN. NEW SHOWCASES, COUNTER & BACKROO AREA ELECTRICAL CONTRACTOR TO ADJUST ALL ELECTRICAL OUTLETS AND EQUIPMENT TO SUIT NEW EXPANDED RETAIL ARE. AND SHOULD CONSULT WITH LANDLORD ELECTRICAL ENGINEER, RE _ANDLORD ELECTRICAL SYSTEM, AND REQUIREMENTS. GFIC OUTLET FOR WATER COOLER @ 15" AFF OUTLET FOR TV MONITOR @ 72" AFF EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6 BELOW CEILING. EXISTING OUTLET FOR ULTRASONIC @ 44" AFF EXISTING OUTLET FOR STEAMER @ 44" AFF EXISTING QUADROPLEX OUTLET FOR POLISHING /GRINDING COLLECTOR UNITS @ 44" AFF C/W SWITCH AT FRONT COUNTER. (CHECK & VERIFY) EXISTING 2 DUPLEX OUTLETS FOR TELEPHONES 4 EXISTING 2 DUPLEX OUTLETS FOR SECURITY ALARMS, ETC. EXISTING LIGHTING CONTACTORS & TIME SWITCH. EXISTING ELECTRICAL SERVICE PANEL TO REMAIN. EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6 BELOW CEILING. EXISTING FLUSH MOUNTED DUPLEX ELECTRICAL OUTLETS FOR FAX MACHINE AND TELEPHONE AT 32" AFF. LOCATE OUTLET FOR PHONE AND POWER INSIDE THE FAX MACHINE ALCOVE. EXISTING STOREFRONT DISPLAY WINDOWS AND ENCLOSURE, ALL LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. SYMBOL QTY. DESCA/PTJON LAMP & NOTES TOTAL WATTS REMARKS 31 DUPLEX ELECTRICAL OUTLETS. COVER PLATES FINISH TO MATCH 0 SURROUNDING FINISH. HEIGHT AS NOTED. 8 GROUND FAULT INTERRUPTER CIRCUIT DUPLEX RECEPTACLE GFIC MOUNTED TO SUIT (CHECK & VERIFY). 2 WAY HUBBLE RECEPTACLE FOR CASH REGISTER ON SEPARATE 3 CIRCUIT, ISOLATED GROUND. FLOOR CONDUIT STUB UP 1 -1/2" AND UNDERSLAB CONDUIT. 1 c == 3 TERMINATING TO FLOOR OUTLET FOR SHOWCASE CONNECTION 11 FLEXIBLE CONDUIT FOR ELECTRICAL CONNECTION TO SHOWCASES & WINDOW DISPLAY. CONNECTED TO WALL OUTLET FOR SHOWCASE 0 7 CONNECTION. DT TELEPHONE 5 Wr A 6 TELEPHONE JACK - WALL TYPE TELEPHONE JACK - DESK TYPE 0 2 TELEPHONE OUTLET RJ45 PHONE JACK FOR CASH /CREDIT 1 DOUBLE DUPLEX ELECTRICAL OUTLET, COVER PLATE FINISH TO Aft. MATCH SURROUNDING FINISH. ' 1r CD 1 THERMOSTAT. SUGGESTED LOCATION. ir. 1 FIRE EXTINGUISHER 2A - 1OBC (SUGGESTED LOCATION AS SHOWN) 4 DUPLEX ELECTRICAL OUTLETS FLUSH MOUNTED, HORIZONTALLY PLACED IN BASE, COVER PLATES FINISH TO MATCH FINISH 7 FOI r , ; ±7 S FIBRE OPTIC ILLUMINATOR (150 WATTS EACH ILLUMINATOR) SURFACE MOUNTED UNDER FIXED SHELF OF STAND -UP SHOWCASE. 150 W. f 1050 �' j SEE DRAWING F1 FOR DETAILS. K C 4 RECESSED JUNCTION BOX INSTALLED FOR CONTACTS WITH COVER PLATE. (FINISH TO MATCH) KS 1 KEY SWITCH FOR ROLLER GRILLE AT STOREFRONT (MALL SIDE) 1 TOGGLE UP /DOWN SWITCH TO OPERATE ROLLER GRILLE (RETAIL SIDE) AT BACK OF STOREFRONT COLUMN. ER 1 EMERGENCY RELEASE INSIDE STORE (AT BACK OF STOREFRONT PLATE FINISH TO MATCH COLUMN FINISH COLUMN). HEIGHT AS REQUIRED. KP 1 KEY PAD FOR SECURITY SYSTEM. (HEIGHT AS REQUIRED). BESIDE STOCKROOM DOOR WALL. COVE LIGHT SWITH CAMERA. (AT BACK OF STOREFRONT CLS 4 COLUMNS) HEIGHT AS REQUIRED. JUNCTION BOXES: 11 - FOR (CCTV) CLOSED CIRCUIT T.V. SYSTEM /COVERT CAMERA (9 @ RETAIL, & 2- @ WORKROOM) ,/ r 14 2 - FOR STOREFRONT SIGN � 1 - FOR STOREFRONT CLOCK SHOWCASE REFLECTORS F6-T5 13W INCLUDING BALLAST (T5) 13W 2 F13 -T8 17W INCLUDING BALLAST (T8) 17W 34 REFLECTORS ARE TO BE CONTINUOUS 2 F14 -T8 22W INCLUDING BALLAST AND FINISHED IN STAINLESS STEEL SATIN 6 F15 -T8 22W INCLUDING BALLAST ( T8 ) 22W 44 32 FINISH. (CHECK & VERIFY) 4 F18 -T8K24 22W INCLUDING BALLAST 8 22W 88 - -- 4 F18 -TBK30 25W INCLUDING BALLAST T8 25W 100 8 F22 -T8 23W INCLUDING BALLAST (T8) 23W 184 FROM: 'NEMCO ELECTRIC' 9 F30 -T8 35W INCLUDING BALLAST (T8) .36W 324 SEATTLE, WASHINGTON 14 F42 -T6 31W INCLUDING BALLAST T6 31W 434 4 F54 -T6 33W INCLUDING BALLAST (T6) 33W 132 TEL. No. (206) 622 - 1551 3 F64 -T6 52W INCLUDING BALLAST (T6) 52W 156 CONTACT: MR. ARNIE CARSON - F72 -T6 54W INCLUDING BALLAST (T6) 54W S FIBRE -OPTIC UGHTBAR SYSTEM BY "FIBER LIGHTING MANUFACTURER TO COORDINATE WITH 21 SOLUTIONS" OR APPROVED EQUAL. ILLUMINATORS REQUIRED CHECK & VERIFY FIXTURE MANUFACTURER. PROVIDE SHOP AS PER MANUFACTURERS REQUIREMENTS. DRAWINGS FOR APPROVAL. • • 04/01/08 02/21/08 01/31/08 No. Di DAVID A. UDKG ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowacox.net in zmos REGISTERED A RCHITECT „: ID A. UOK+ y STATE OF WAS 1it4GTON I fltstilefri Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings is required to be kept on the job site,;) times. gned Date ISSUED TO LANDLORD ISSUED TO CLIENT ISSUED TO ENGINEER'S Revision 4/13/08 Cadmic" met verify el Job d<el■reior■, dr■rdrd% dedA, and ▪ adicelan• and report any dearep■ des b designee brtbw proaedng with warn. Walt will not be lebie for wry OMNI and a1lfink IX* morbid by term Canbedar. DO NOT SCALE DRAWNL8. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 ELECTRICAL PLAN & ELECTRICAL LEGEND D awn CADD -1 Dab JANUARY 2007 Medea DAU Sc le AS NOTED Rea NO. 740 Pigteat 9869_ ID141 Stweture Dete olowatt T 415.$84.9084 F 415,854.1508 W weatln5.can 'A7 • W CADD -1 CADD -1 CADD -1 Drawn OF 21 SHEETS The amino not to be awed for aoffeb clan win aouri■do■d. The aoni■nle d thie drawing are the OopyrigddYY1Di end a s notb be reprodnx■d In whole cc in pert wi hout the mien twin =Mid GM copyright arti Walt so we not wn reepar■rtiity br ropier* min at • • • 850 Brytrlew Taranb,ON Coeds NSA 3 7 rrra rr■nrffil ra af Envy OwComm TOT T- S GRANT WI- T -E CO\ PPPLPCTP C- LLLCT CAL DR NEW JUNCTION BOX FOR STOREFRONT SIGN @ ±11' -0" AFF EXISTING JUNCTION BOX FOR STOREFRONT CLOCK @ ±11' -0" AFF, TO REMAIN AS IS. NOTE: ELECTRICIAN TO INSTALL LOW VOLTAGE and POWER CONNECTION FROM CLOCK CONTROLLER IN BACKROOM TO THE CLOCK. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS IV1PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS TO BE READ \ CO\J\CTO\ STRCTO\ PLA\ '�DVVG. ,A8;, L \C PLAN DWG. 761 A\D WT AW \G \c. -101 & F111. EXIS= CASH /WRAP COUNTER LO ALL ELECTRICAL' OUTLETS & CONNECTIONS TO REMAIN. • A► ._ JL1 \. \ ■ •�A� ■ JE�Ie \\ �■■■ . JNAM ■IeA \\ \■ J� ■ ■te ■ ■ \\ 1r\\■ ■ ■ 'J►■ • vp Or•■■a■■MEEME ■■L, l\'\■■■\NI■■■■■■Gn . ■■■■■nl■■■■■ir '•►N■ ■■w■■■wr •►1 ■■■ • �P ✓r• i AIM,. 1 ii■ ■. , ■ ■L. ,r :r■t.E ■r >.. IMEDIT r2lti 1! v n _r"Gr31■li ■A ■ ■■■■■k, ■��:�uliii ■■Ey► c; ••■Ia�� rrA■ mua ■, , w■.,�:�c ■M■■■ ■,� ,, "I• ■r-�'SWAN■ ■i ■. " 12E► �i 5■\\ %' \V9 ■ 711■■ %' lo■ZE■n lEMENY ;rig 0 �.rr ra 1/7)/ 4.. � ;7 /ice / /,/ ,;:A$ =moo ?I IlL Zs I.MAL •MC•••• `O■■■■■ •■■■■ ■NN UNDERSLAB 1' 0 FLOOR' CONDUIT TERMINATING TO FLOOR OUTLET FOR IK ), POWER. THIS CONDUIT TO 6' CONTAIN A PULL STRING. TV MONITOR ABOVE W/ OUTLET (Al BACK) 70' AFF RE- LOCATED OUTLET FOR HOWCASE CONNECTION 48" DOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. DIMING OUT FOR SHOWCASE CON ECTION @ 48" LOOSE FLE WITH SIDE MOUNTED JUNCTION BOX. TO RE1WN AS 15. 1 ELECTRICAL PLAN A7 SCALE: 1/4' =1' -0' EXISTING STOREFRONT DISPLAY WINDOWS AND ENCLOSURE, ALL LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. EXISTING OUTLET FOR SHOWCASE CONNECTIO @ 48" LOOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. FOR CCTV SYSTEM QUANTITY & LOCATIONS, CHECK & VERIFY WITH THE "ALARM SYSTEM CO." AND OWNER. ELECTRICIAN TO RUN 1" EMPTY CONDUIT FROM THE PHONE PANEL TO CASH & WRAP COUNTER. EXISTING RE- LOCATED SIT-DOWN SHOW NEW ADDED RETAIL SECTION F30 -T8 EXL ING STAND - UP SHOWCASE LOCATION, ALL SHOWCASE LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. �1 F42 -T8 SALES AREA EXISONG RE- LOCATED SIT -DOWN & — STAND -UP SHOWCASES. All SHOWCASES LIGHTING & ELECTRICAL DUPLEX OUTLETS INSIDE SHOWCASES TO REMAIN & RE- CONNECTED TO THE SOURCE. L F42 -T6 F42 -T6 EXISTING JUNCTION BOX FOR STOREFRONT SIGN @ ±11' -0" AFF, TO REMAIN AS IS. ELECTRICIAN TO INSTALL 4 -PAIR TELEPHONE CABLE (CABLE SUPPLIED BY OWNER IN PHONE CONDUIT). F42 -T6 1 1 F42-T6 F42 -T6 NEW ELECTRICAL DUPLEX OUTLETS INSIDE STAND -UP SHOWCASE RECESSED AT BACK OF FRONT PANEL ® 8 1/2' A.F.F.L. FOR FIBRE OPTIC ILLUMINATOR CONNECTION (150 WATTS FOR EACH ILLUMINATOR) F42 -T5 EXISTING DUPLEX OUTLET FIXED TO BACK OF SHOWCASE FRONTS @ 9" A.F.F.L. TO REMAIN AS IS. NEW AND OR YODFIB STAND -UP SHOWCASE SECTION, PR IDE IN CASE ILLUMINATION AS INDICATED. COTES GENERAL CONTRACTOR 15 TO LAYOUT THE LINE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS LIGHTS 4" BEHIND THIS UNE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO- ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL. GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J- BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND 3 JUNCTION BOXES IS VERY IMPORTANT. CONDUIT (NOT FLEX) IS REQUIRED FOR ALARM BELL. LOCATE BELL ABOVE 4 CLOSE TO STOREFRONT. COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED 5 ABOVE THE FINISHED CEILING. SUSPENDED CEILING (GYPSUM BOARD OR LAY -IN ACOUSTIC TILE) SHALL BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY -LAWS AND REGULATIONS. FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR LANDLORD'S OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OF CONSTRUCTION AS REQUIRED. ALL FOR SIX (6) AT TIME OF BIDDING. NEW DUPLEX OUTLET FIXED TO / BACK OF SHOWCASE FRONTS ®9' A.F.F.L NEW OUTLET FOR SHOWCASE CONNECTION * B '8=L WITI I SIDE MOUNTED JUNCTION BOX. NEW AND " STAMP SHOWCASE SECTION, PROVID� IN CASE ILLUMINATION AS ED. INDICAT EXISTING UNDERSLAB 1 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR POWER. THIS CONDUIT TO CONTAIN A PULL STRING. TO REMAIN AS IS. UNDERSLAB 1' 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR PHONE /DATA ONES. TI-LIS CONDUIT TO COWAN A PULL STRING. RUN CAT5 -4 PAIR CABLE FROM CASH TO CASH ST AS REQUIRED USIt OUTLET FOR SHOWCASE CONNECTIONON 0 4848 LOOSE FLEX WITH SIDE MOUNTED JUNCTION BOX. TO REMAIN AS 15. COVERT LIGHT - SWITCH CAMERA EXISTING OVERHEAD DOOR EMERGENCY RELEASE. TO REMAIN AS IS. OUTLET FOR COFFEE MACHINE @ 44" AFF NEW AND OR� STAND -UP SHOWCASE SECTION, PROVIDE IN CASE ILLUMINATION AS INDICATED. EXISTING UP/ DOWN SWITCH TO OPERATE STOREFRONT OVERHEAD DOOR TO REMAIN AS IS. EXISTING KEY SWITCH; RECESSED FLUSH WITH COLUMN TO REMAIN AS IS. LEGEND: EXISTING SHOWCASES, WINDOW DISPLAY, WASHROOM, STORAGE COUNTERS TO REMAIN AS IS. EXISTING SHOWCASES, CASH COUNTER, WORKSTATION, SAFE, JEWELER /WATCHMAKER'S BENCH, STORAGE COUNTER 8c CABINETS ABOVE TO BE RE— LOCATED AS SHOWN. NEW SHOWCASES, COUNTER & BACKROO AREA ELECTRICAL CONTRACTOR TO ADJUST ALL ELECTRICAL OUTLETS AND EQUIPMENT TO SUIT NEW EXPANDED RETAIL ARE. AND SHOULD CONSULT WITH LANDLORD ELECTRICAL ENGINEER, RE _ANDLORD ELECTRICAL SYSTEM, AND REQUIREMENTS. GFIC OUTLET FOR WATER COOLER @ 15" AFF OUTLET FOR TV MONITOR @ 72" AFF EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6 BELOW CEILING. EXISTING OUTLET FOR ULTRASONIC @ 44" AFF EXISTING OUTLET FOR STEAMER @ 44" AFF EXISTING QUADROPLEX OUTLET FOR POLISHING /GRINDING COLLECTOR UNITS @ 44" AFF C/W SWITCH AT FRONT COUNTER. (CHECK & VERIFY) EXISTING 2 DUPLEX OUTLETS FOR TELEPHONES 4 EXISTING 2 DUPLEX OUTLETS FOR SECURITY ALARMS, ETC. EXISTING LIGHTING CONTACTORS & TIME SWITCH. EXISTING ELECTRICAL SERVICE PANEL TO REMAIN. EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6 BELOW CEILING. EXISTING FLUSH MOUNTED DUPLEX ELECTRICAL OUTLETS FOR FAX MACHINE AND TELEPHONE AT 32" AFF. LOCATE OUTLET FOR PHONE AND POWER INSIDE THE FAX MACHINE ALCOVE. EXISTING STOREFRONT DISPLAY WINDOWS AND ENCLOSURE, ALL LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. SYMBOL QTY. DESCA/PTJON LAMP & NOTES TOTAL WATTS REMARKS 31 DUPLEX ELECTRICAL OUTLETS. COVER PLATES FINISH TO MATCH 0 SURROUNDING FINISH. HEIGHT AS NOTED. 8 GROUND FAULT INTERRUPTER CIRCUIT DUPLEX RECEPTACLE GFIC MOUNTED TO SUIT (CHECK & VERIFY). 2 WAY HUBBLE RECEPTACLE FOR CASH REGISTER ON SEPARATE 3 CIRCUIT, ISOLATED GROUND. FLOOR CONDUIT STUB UP 1 -1/2" AND UNDERSLAB CONDUIT. 1 c == 3 TERMINATING TO FLOOR OUTLET FOR SHOWCASE CONNECTION 11 FLEXIBLE CONDUIT FOR ELECTRICAL CONNECTION TO SHOWCASES & WINDOW DISPLAY. CONNECTED TO WALL OUTLET FOR SHOWCASE 0 7 CONNECTION. DT TELEPHONE 5 Wr A 6 TELEPHONE JACK - WALL TYPE TELEPHONE JACK - DESK TYPE 0 2 TELEPHONE OUTLET RJ45 PHONE JACK FOR CASH /CREDIT 1 DOUBLE DUPLEX ELECTRICAL OUTLET, COVER PLATE FINISH TO Aft. MATCH SURROUNDING FINISH. ' 1r CD 1 THERMOSTAT. SUGGESTED LOCATION. ir. 1 FIRE EXTINGUISHER 2A - 1OBC (SUGGESTED LOCATION AS SHOWN) 4 DUPLEX ELECTRICAL OUTLETS FLUSH MOUNTED, HORIZONTALLY PLACED IN BASE, COVER PLATES FINISH TO MATCH FINISH 7 FOI r , ; ±7 S FIBRE OPTIC ILLUMINATOR (150 WATTS EACH ILLUMINATOR) SURFACE MOUNTED UNDER FIXED SHELF OF STAND -UP SHOWCASE. 150 W. f 1050 �' j SEE DRAWING F1 FOR DETAILS. K C 4 RECESSED JUNCTION BOX INSTALLED FOR CONTACTS WITH COVER PLATE. (FINISH TO MATCH) KS 1 KEY SWITCH FOR ROLLER GRILLE AT STOREFRONT (MALL SIDE) 1 TOGGLE UP /DOWN SWITCH TO OPERATE ROLLER GRILLE (RETAIL SIDE) AT BACK OF STOREFRONT COLUMN. ER 1 EMERGENCY RELEASE INSIDE STORE (AT BACK OF STOREFRONT PLATE FINISH TO MATCH COLUMN FINISH COLUMN). HEIGHT AS REQUIRED. KP 1 KEY PAD FOR SECURITY SYSTEM. (HEIGHT AS REQUIRED). BESIDE STOCKROOM DOOR WALL. COVE LIGHT SWITH CAMERA. (AT BACK OF STOREFRONT CLS 4 COLUMNS) HEIGHT AS REQUIRED. JUNCTION BOXES: 11 - FOR (CCTV) CLOSED CIRCUIT T.V. SYSTEM /COVERT CAMERA (9 @ RETAIL, & 2- @ WORKROOM) ,/ r 14 2 - FOR STOREFRONT SIGN � 1 - FOR STOREFRONT CLOCK SHOWCASE REFLECTORS F6-T5 13W INCLUDING BALLAST (T5) 13W 2 F13 -T8 17W INCLUDING BALLAST (T8) 17W 34 REFLECTORS ARE TO BE CONTINUOUS 2 F14 -T8 22W INCLUDING BALLAST AND FINISHED IN STAINLESS STEEL SATIN 6 F15 -T8 22W INCLUDING BALLAST ( T8 ) 22W 44 32 FINISH. (CHECK & VERIFY) 4 F18 -T8K24 22W INCLUDING BALLAST 8 22W 88 - -- 4 F18 -TBK30 25W INCLUDING BALLAST T8 25W 100 8 F22 -T8 23W INCLUDING BALLAST (T8) 23W 184 FROM: 'NEMCO ELECTRIC' 9 F30 -T8 35W INCLUDING BALLAST (T8) .36W 324 SEATTLE, WASHINGTON 14 F42 -T6 31W INCLUDING BALLAST T6 31W 434 4 F54 -T6 33W INCLUDING BALLAST (T6) 33W 132 TEL. No. (206) 622 - 1551 3 F64 -T6 52W INCLUDING BALLAST (T6) 52W 156 CONTACT: MR. ARNIE CARSON - F72 -T6 54W INCLUDING BALLAST (T6) 54W S FIBRE -OPTIC UGHTBAR SYSTEM BY "FIBER LIGHTING MANUFACTURER TO COORDINATE WITH 21 SOLUTIONS" OR APPROVED EQUAL. ILLUMINATORS REQUIRED CHECK & VERIFY FIXTURE MANUFACTURER. PROVIDE SHOP AS PER MANUFACTURERS REQUIREMENTS. DRAWINGS FOR APPROVAL. • • 04/01/08 02/21/08 01/31/08 No. Di DAVID A. UDKG ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowacox.net in zmos REGISTERED A RCHITECT „: ID A. UOK+ y STATE OF WAS 1it4GTON I fltstilefri Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings is required to be kept on the job site,;) times. gned Date ISSUED TO LANDLORD ISSUED TO CLIENT ISSUED TO ENGINEER'S Revision 4/13/08 Cadmic" met verify el Job d<el■reior■, dr■rdrd% dedA, and ▪ adicelan• and report any dearep■ des b designee brtbw proaedng with warn. Walt will not be lebie for wry OMNI and a1lfink IX* morbid by term Canbedar. DO NOT SCALE DRAWNL8. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 ELECTRICAL PLAN & ELECTRICAL LEGEND D awn CADD -1 Dab JANUARY 2007 Medea DAU Sc le AS NOTED Rea NO. 740 Pigteat 9869_ ID141 Stweture Dete olowatt T 415.$84.9084 F 415,854.1508 W weatln5.can 'A7 • W CADD -1 CADD -1 CADD -1 Drawn OF 21 SHEETS The amino not to be awed for aoffeb clan win aouri■do■d. The aoni■nle d thie drawing are the OopyrigddYY1Di end a s notb be reprodnx■d In whole cc in pert wi hout the mien twin =Mid GM copyright arti Walt so we not wn reepar■rtiity br ropier* min at • • • 850 Brytrlew Taranb,ON Coeds NSA 3 7 rrra rr■nrffil ra af Envy OwComm BM EXISTING RE- LOCATED SECURITY SAFE TENANT'S GENERAL CONTRACTOR TO CLARIFY 35 "D X 41"W X 67 "H 4200 LBS. "AMESEC SAFE ". ADDITIONAL STRUCTURAL REQUIREMENTS TO SUIT LANDLORD'S CRITERIA AND LOCAL BY -LAW REQUIREMENTS AND REGULATIONS. PROVIDE STEEL PLATE UNDER TO DISPERSE ANY POINT LOAD AS REQUIRED. fl� ��r�r�rrrril ■.ttttrr�rirrii�ii�� � �'�\ _SWAM AIMIrAIMIrAMFAIMAMFAIMMAMMFMFAIM Aar 4.2" z r,w / - � el rAmossm, / A \ \ *,* 4,■ AmpArAwarsopppwol AmiI por Adasai vr arirAMEEIZEMERIMFOO / lerirarliErArAtiritti rwirdriza 1 irmwmma re4 OF / % I 011 tIr► % % � r ► I/ � 11 M ArIBEETMENNAMET /I II N ��MMEN NEAM A lorAmAssmordrdommorgev•ii �• � . r ► r I / / %'II .1sin ��/RMNIrd %�% �'� _. . ../II /I:miry i��i�fl���N�Jetr �-11� 11• A _' r 11E1 mill I X 1 1 �uti■l , u■■ ■ ■ ■��s EMMEII EXISTING RESTRIOM LAYOUT TO REMAIN, MA E GOOD ALL FITTING, EQUIPMENT AND APPLY NEW FINIISHES AS SPECIFIED. LINE OF NEW DROPPED GYPSUM BOARD BULKHEAD ABOVE @ 9' -O" ( A.F.F.L.) / ABOVE FINISH FLOOR LINE / AS SHOWN. / LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO REMAIN & RE FURBISH ABOVE @ 9' -D" ( A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. _ LINE OF EXISTING DROPPED \ GYPSUM BOARD BULKHEAD TO REMAIN AS IS ABOVE @ 9' -6 1/2" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO I REMAIN AS IS ABOVE @ 1O' -6 I 1/2" ( A.F.F.L.) ABOVE FINISH \ FLOOR LINE AS SHOWN. \ LINE OF NEW DROPPED GYPSUM BOARD BULKHEAD ABOVE @ 10' -6 1/2" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN LINE OF EXISTING D 'IPF GYPSUM BOARD BULK TO REMAIN AS IS ABOVE 9' -0" (A.F.F.L.) ABOVE l FINISH FLOOR LINE AS \ SHOWN. LINE OF NEW DROPPED GYPSUM BOARD BULKHEAD ABOVE @ 9' -6 1/2" (A.F.F.L.) ABOVE FINISH FLOOR LINE AS SHOWN. LINE OF EXISTING DROPPED GYPSUM BOARD BULKHEAD TO REMAIN AS IS ABOVE @ 9'-6 1/2" ( A.F.F.L.) ABOVE F INISH FLOOR LINE AS WN. EXISTING, TOILET ROOM P RTITIONS: 3 -5/8" 20- METAL`STUDS © e 0.0. COMPLETE WITH 5/8" THICK''VATER REbSTANT GYPSUM BOARD WITH IMPERMEABLE FINISHES OR AS REQUIRED BY VOCAL C0D4S. PROVIDE AND INSTALL 1/2" THICK PLYWOOD AT ALL I OILET ROOM INTERIOR WAILLS, (BEHIND TO FINISH SURFACE), EW PAINT FINISH C.V.B. 13 AS NOTED ON DWG. NO. A4 & — WAL ELEVATIONS & REF CEILING FLAN --TOT REMAIN. N 2 A17 TENANT'S GENERAL u CONTRACTOR TO PROVIDE & INETALL v MALL TILE „ FLOOR, FINISH ROM THE MALL °- AREA (IF c A DAMAGED) TO v STOREFRONT z LEASE LINE. (CHECK & VERIFY) w J J c 'l co cV 1 A17 1 A18 NEWLY CONSTRUCTED STOREFRONT DISPLAY, AND ENCLOSURE TO BE CONSTRUCTED, AND TO MATCH EXISTING. EXISTING AND NEW STOREFRONT LEASE LINE 3 A17 NEW CLOSURE LINE TENANT'S GENERAL CONTRACTOR TO PROVIDE & INSTALL LIMESTONE TILE FLOOR FINISH FROM THE LEASE LINE TO THE INSIDE STOREFRONT COLUMN BASE OF STORE AS SHOWN. (CHECK & VERIFY) CONSTRUCTION PLAN EXISTING STOREFRONT SECTIONS TO REMAIN, REPAIR, MAKE GOOD AS REQUIRED. 24' -0" 33' -11 5/B" EXISTING STOREFRONT LEASE LINE EXISTING CLOSURE LINE ±58' -7" (CHECK & VERIFY SITE MEASUREMENT) EXISTING STOREFRONT ENCLOSURE TO REMAIN 3/8' 1HCIC LYESIONE TIES nMSHm SEEING BEO APPROVED ERY SUPPLER if' Ann Aneari IIIIIIII ENOM1IIII1.1III.I .�!���. 1/8' 1ETAL SCREED 1PANSMON (ZINC) SRP SECURE TO fOOR CARPET TO GRANITE TILES AT STOREFRONT AREA DETAIL -1 FULL SCALE GROUBNG TO v( TLEs VOUCH MARBLE TrES CARPET GHPPER INO TRIPPING HAZARDS] 24' -0" CUtECT OWE DOWN CARPET C/W CARPET PAD, SHY EXISTING STOREFRONT SECTIONS TO 14' -5 11/16" REMAIN, REPAIR, MAKE GOOD NOTE: REFER TO DWG. NO. A5 FOR STOCKROOM WALL ELEVATIONS. gned i.EWED FOR COMPLIANCEN OVED o Y1 " LOB y Of Tea wila )Tivrz DIVISION 7E- It estlieg Working Drawing Review gc Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design 4' -7" intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy o&this landlord stamped set of drawings is required to be kept on the job site at al times. LEGEND =TlTTT EXISTING LANDLORD'S DEMISING WALL PARTITIONS TO REMAIN. PROVIDE NEW 5/8" TYPE "X" FIRECODE GYPSUM BOARD TO MATCH EXISTING, PATCH & REPAIR WHERE DAMAGED DUE TO DEMOLITION, TO MAINTAIN FIRE RATING. WHERE NEW DEMISING PARTITION IS REQUIRED, TENANT'S GENERAL CONTRACTOR IS TO PROVIDE & INSTALL 6" X 25 GA. METAL STUDS @ 2' -0" O.C. AND 5/8" THICK FIRECODE GYPSUM BOARD TYPE 'X' (@ TENANT'S SIDE) TAPED WITH SPACKLED JOINTS FROM FINISHED FLOOR TO ROOF DECK READY TO RECEIVE SELECTED FINISHES. ALL WORKS TO MEET LOCAL Y REGULATIONS. BY-LAWS & EGULA ONS. NEW DRYWALL PARTITIONS BY TENANT'S CONTRACTOR, 3 5/8" METAL STUDS WITH 5/8" GYPSUM BOARD TAPED, FILLED & SANDED READY FOR SELECTED FINISHES (EXCEPT WHERE NOTED). EXISTING DRYWALL PARTITIONS PARTITION TO REMAIN MAKE GOOD AS REQUIRED. IMPORTANT NOTE: AFTER DEMOLITION HAS BEEN DONE, THE TENANTS GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT & DESIGNER REGARDING THE LOCATION OF EXISTING LANDLORD'S COLUMN OR ANY OTHER EXISTING CONDITIONS THAT MIGHT AFFECT THE NEW STORE DESIGN. GENERAL CONTRACTOR TO LAY OUT ALL PARTITIONS, STOREFRONT & SHOWCASES, ALL AS SHOWN ON THEIR RESPECTIVE DRAWINGS & VERIFY DIMENSIONS PRIOR TO STARTING WORK OR ORDERING ANY COMPONENTS. CONTACT RODNEY SOELTER (206) 542 -2517 FOR SHOWCASE TEMPLATES EXPANSION JOINTS: SHOULD ANY EXPANSIONS/ CONSTRUCTION JOINTS OCCUR OR BE REQUIRED ON FLOOR, DEMISING WALLS AND CEILING, TENANT CONTRACTOR SHALL PROVIDE A SLIP —TYPE JOINT and BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL MATERIALS AND FINISHES AFFECTED BY SUCH JOINTS IN A MANNER CONSISTENT WITH LANDLORD CRITERIA AND BUILDING CODE. THE CONTRACTOR IS TO FIELD VERIFY THAT ALL CONNECTIONS FOR THE SUPPORT OF TENANT STOREFRONT, CEILINGS OR OTHER TENANT IMPROVEMENTS TO ANY EXISTING STRUCTURE (INCLUDING BEAMS, PURLINS, METAL DECKING, SUSPENDED SLABS, WIRES ETC.) ARE PERFORMED ACCORDING TO PLANS, SPECIFICATIONS AND LOCAL CODE REQUIREMENTS. FURTHERMORE THE CONTRACTOR SHALL CONFIRM THAT SUCH EXISTING STRUCTURE SHALL IN FACT BE THE SAME TYPE THICKNESS AND STRUCTURAL PROPERTY AND CHARACTERISTICS AS REPRESENTED ON THE DRAWINGS. ANY DIFFERENCE TO STRUCTURAL CHARACTERISTICS NOTED ON THE PLAN SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR ARCHITECTS CONFIRMATION OR DIRECTION. GE \ERAL CO \TRACTOR SHOUL VISIT SITE TO EAv L AR ZE HIvSELF WITH EXISTING CONDITIONS D Date NOTE: ALL MATERIALS AND WORK TO MEET ALL LOCAL CODES AND ORDINANCES NEW STAND —UP No'S. 101 to EXISTING STA —UP & S ITEM No'S. 201 to S� WCASES: ITEM —DOW SHOWCAS 5: to STORE LEASED AREA = ±2,633 SQUARE FEET SHOWCASE DISPLAY FOOTAGE - 194.3 LINEAR FEET TOTAL WINDOW DISPLAY FOOTAGE =25.5 LINEAR FEET NOTE: FIXTURE CONTRACTOR TO SUPERVISE INSTALLATION BY GENERAL CONTRACTOR OF SHOWCASE FIXTURES THAT HE PROVIDES. TENANT'S GENERAL INSTALL EXPANSION FINISH (i.e. WOOD, CORRESPOND WITH BUILDING SLAB. CONTRACTOR SHALL JOINTS IN FLOOR TILE) TO THOSE OF BASE COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 • • Tide DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: •• 'daudkow©cox.net 3408 CROWE BUILDING SPECIALTIES INC. 1229 N. 9TH ST. SEATTLE, WASHINGTON, 98103 TEL (206) 525 -9677 FAX: (206) 525 -9681 GENERAL: FURNISH ROLLING GRILLES BY ALUMATEKINC. PREPARATION OF OPEMNG, ACCESS PANELS, FIELD PAINTING AND ELECTRICAL WIRING SHALL BE BY OTHERS. SOLD CURTAIN - SA MODEL SHALL CONSIST OF A HORIZONTAL ALUMINUM HINGE SYSTEM 7/8" X 1/2" SPACED AT 4' ON CENTRE. THE CURTAIN BETWEEN THE HINGE SYSTEM SHALL CONSIST OF 3 -1/2" X 1/8" THICK CONTINUOUS ALUMINUM PANELS. THIS EXCLUSIVE DESIGN OFFERS THE SAME APPEARANCE FROM EITHER SIDE. EACH SLAT TO HAVE END LOCKS FOR GUIDE RETENTION ANDAUGNMENT. SATIN ANODIZED FINISH. BOTTOM BAR - SHALL BE TUBULAR IN CONSTRUCTION AND HAVE THE ABILITY TO AUTOMATICALLY ADJUST TO FLOOR SLOPE UP TO 1 1/2" ACROSS THE OPENING WIDTH WITHOUT CAUSING THE CURTAIN TO SLACK OR FOLD. BOTTOM BAR BASE SHALL BE 3 -7/8' WIDE. PROVIDE A COVER PLATE AT BOTTOM. GUIDES - TO BE EXTRUDED ALUMINUM WITH A DOUBLE RETAINING BAR TO OPERATE IN CONJUNCTION WITH CONTINUOUS END LINKS FOR THE PURPOSE OF PREVENTING CURTAIN BEING PULLED FROM THE GUIDE. GUIDES WILL HAVE SPECIAL EXTRUSIONS TO MAKE FT POSSIBLE TO ADJUST CURTAIN STOPS AND LOCK CATCHES TO ANY POSITION. GUIDES WILL BE EQUIPPED WITH WOOL PILE OR VINYL INSERTS TO ELIMINATE METAL TO METAL CONTACT. (ANODIZED ALUMINUM DARK BRONZE FINISH). LOCKING DEVICE - LOCKS TO BE CONTROLLED BY A THUMB TURN DOUBLE THROW BOLT WHICH LOCKS AT BOTH JAMBS. THE THUMB TURN TO BE LOCKED BY A MORTISE TYPE CYLINDER. ALL LOCKING TO BE ACCOMPLISHED FROM ONE LOCATION. BRACKET PLATES - NOT LESS THAN 3/16" STEEL PLATES WITH HIGH QUALITY SEATED BALL BEARINGS. COUNTERBALANCE ASSEMBLY -- SHALL BE HELICAL TORSION SPRINGS WITH A 25% OVERLOAD FACTOR PERMANENTLY LUBRICATED AND MOUNTED ON A SOLID TORSION ROD NOT LESS THAN 1" IN DIAMETER WITH TENSION ADJUSTING WHEEL ON OUTSIDE OF BRACKET. BARREL ASSEMBLY TO CONSIST OF STEEL PIPE NOT LESS THAN 6" IN DIAMETER. DEFLECT OF SHAFT SHALL BE LIMITED TO 0.03" PER LINEAR FOOT OF BARREL MOUNTING TUBE - FURNISH 2 -1/2" X 2 -1/2' STEEL TUBES TO BE FASTENED TO EXISTING STRUCTURAL SUPPORT TUBES AS DIRECTED. FINISH - CURTAIN STANDARD SHALL BE MILL FINISH. ANODIZED COLOURS AVAILABLE BOTTOM PAR AND GUIDES CAN BE CLEAR, BRONZE, BLACK, WHITE OR POWDER COATED A WIDE VARIETY OF COLOURS. MOTOR OPERATION - FURNISH MODEL GJ MOTOR OPERATOR. INTEGRAL ASSEMBLIES WITH UL APPROVED NEMA ELECTRICAL COMPONENTS CONSISTING OF AUTOMATIC RESET THERMAL OVERLOAD, INTERNAL REVERSING MAGNETIC CONTROLLER AND A 24 VOLT 3- BUTTON STATION. ELECTRICAL INTERLOCKS ON ALL MOTOR OPERATORS PREWIRED IN FACTORY. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 12/19/07 ISSUED TO CLIENT NO. Dab Redelon Cwntraalolr must veiny ell Job dmensione drawfp% aide end sprallostions end report any deorependee b dodging blare proaesdIng nth work. WM WI not be Me for my saes ant aniwions not reported by t#enrsl Canrador. DO NOT SCALE DRWIPS38. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 CONSTRUCTION PLAN, NOTES & DETAIL LROnulEC�n°nA MAY 012008 PERMIT CENTER Mem CARD -1 Dab December 2007 Chedad DAU Bede AS NOTED Raid No. 740 9869_ 1D161 slgnetrnt Deb This draft not to be used far aenelndar uri aastteroldred. Ths aariri anti drawing w the copyright d1Nfs8 end art nd b bs reproduced In whets or in pert wNhout the express canard copyright owner. Met ell not mews recconabilly forownegitent Wars or annekno. off • wait T 418.894.9354 F 418304.1098 w videntcorn 4/1 3/08 Lww° • W • • • CADD -1 CADD -1 CADD -1 Dram OF 21 SHEETS 800 BsyvIswAvanue Tact* ON CWah ti16A went ederrrer ern UI Ewa/emrpGaspew AWN EXISTING C /." /.om■E\ ■I. _, ■■ .,, ■+mmois RELOCAT ISONIEMMENIMEW 10■ ONE'.\\`■■■. % ■ ■\ 110 •CUM■PVII■■■ ► \ \ ■\\WAIIII M %S• \Q■EIM •■111∎MV NEI tie■■ ■►I J' 1 1 ∎1∎0111 •%%' IRV ' oonszonsomeumomeur�J ∎•■■ ■7 > ∎•7 > ∎I!> ∎ > ∎ ∎7f1 ralucazumon>TioNf7rTAomf \ins. W�lAW��AWAI��AwAW.I\1I Tor 111 /, IF IF IF I VI II �.. �. + ♦III ►�.������ r - v• - ■ — ■• , I ►.♦ * 7l l Ork i r:::4 1 ; _ 1 e/ ` 1 . 4 . E 42Li 41 11 L . NEW /EXISTING (RELOCATED) STOCKROOM SHOWCASE LAYOUT PLAN SCALE: 3/8" = 1' -0" 14' --51" 4' -7 \64 0 N N) 41. .REVIEWED FOR `E COMPLIANCE ti APPROVED MAY 12 2008 City Of Tukwila BUILDING I SIGN RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER • • Working Drawing Review Approved Approved as Noted El Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of thls landlord stamped set of drawings is required to be kept on the job site at all times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 12/19/07 ISSUED TO CLIENT 11/30/07 ISSUED TO FIXTURE CONTRACTOR CADD -1 Nor Di Revision Drewn Cenkeo or moot lady el Job dInverioro, themes, Melo end apadles end report aty di pules b delvers Neon roxesdtng with work Wet will not be Nis for aq anon and a diebro not rsporbd by Orseerel Coidador. DD NOT SCALE DRAWINGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 SHOWCASE LAYOUT PLAN pawn CADD -1 Chid DAU Reid No.740 Moat 9869_ID171 Stye here Deis *watt DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614-0209 fax email: davidaudkow©cox.net 3408 REGISTERED ARCHITEC �= i A. LOW. I STATE OF WASHINGTO 343 Signed Date DO December 2007 ensue AS NOTED 4/13/08 A9 W • • • CADD -1 CADD -1 CADD -1 OF 21 SHEETS This drawing not to be used for aonebndon is111 aaetllersipred. The aorta me alibis drawing en the copyrights:MS end an Mb be reproduced kistole erIn pot without the goni swi.snconertdits copyright Dow Watt wU not Mane nrspa■blly for ow reolgsnt «e015 Of ari dons T 415.354.9354 800 Bo r er&Avenue F 415.304.1098 Tarcnb, ON W setting= Conde 1.15A2a7 wia turd rd 1110. -I 131uq aaupCsipwN PROVIDE NEW 'GAMCO' 125 SWING UP GRAB BAR WHEN REQUIRED BY WASHINGTON SUPPLEMENT 0 rn N 9 SCALE:1I2" =1' -O" 2 12 XV. TOILET ROOM FIXTURES AND ACCESSORIES The height of accessible water closets shall be a minimum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. 2 Toilet flush controls shall be operable with one hand, and shall not require tight grasping, pinching, or twisting of wrist. Controls for the flush valves shall be mounted on the wide side of the toilet areas, no more than 44 inches above the floor. The force required to activate controls shall be no greater than 5 pounds. 3 Where urinals are provided, at least one shall have a clear space 30 inches wide x 48 inches long in front of the urinal. 4 Where urinals are provided, at least one with a rim projecting a minimum of 14 inches from the wall and at a maximum of 17 inches above the floor shall be provided. 5 Flush controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist and shall be mounted no more than 44 nches above the floor. The force required to activate controls shall be no greater than 5 pounds per foot. 6 A clear floor space 30 inches wide x 48 inches long shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. 7 Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with the knee clearance under the front lip extending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 9 inches high from the floor and a minimum of 17 inches deep from the front of the lavatory. A projection of a lavatory bowl into the 8 inch clear 8 space, thereby reducing the clear height below the lavatory to no less than 27 inches at 8 inches back from the apron, meets the requirement for providing knee clearance. 10 11 Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 lbf. Lever — operated, push —type and electronically controlled mechanisms are examples of acceptable designs. Self— closing valves are allowed if the faucet remains open for at least 10 seconds. Mirrors shall be mounted with the bottom edge not more than 40 inches from the floor. 12 Locate towel, sanitary napkin and waste receptacles with all operable parts not more than 40 inches from the floor. existing ACCESSIBLE TOILET ROOM -1 U) S 1. 1. XVI. GRAB BARS ID 4' —0" LJ CLEAR FLOOR SPACE N.V.S. f 3 0 N) ROLL PAPER HOLDER WITHOUT STOPS 13 Locate toilet tissue dispensers on the Wall within 12 inches of the front edge of the toilet seat. 14. Grab bars, tubs and shower seats, fasteners and mounting devices shall be designed for 2501b per linear ft. load. Grab bars shall be located on each side, or one side and the back of the physically disabled toilet stall or compartment and shall be securely attached 33 inches above and parallel to the floor. 2 Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool, and grab bars at the back shall be not less than 36 inches long. 3 The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4 inches to 1-1/2 inches or the shape shall provide an equivalent gripping surface. 4 If the grab bars are mounted adjacent to a wall, the space between the wall and the grab bars shall 1-1/2 inches. 5 A grab bar and any wall or other surface adjacent to shall be free of any sharp or abrasive elements. 6 Grab bars shall not rotate within their fittings. 7 Edges shall have a minimum radius of 1/8 inch. XII, SANITARY FAC ILITIES (GENERAL) When sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically disabled. 2 Where separate facilities are provided for non — disabled persons of each sex, separate facilities shall be provided for disabled persons of each sex also. Where unisex facilities are provided for non — disabled persons, such unisex facilities may be provided for the disabled. 3 4 All doorways leading to men's sanitary facilities shall have 32 inch clear unobstructed openings 250 POUND CAPACITY GRAB BAR On doorways leading to men's sanitary facilities, an equilateral triangle 1/4 inch thick with edges 12 inches long and a vertex pointing upward shall be provided and on doorways leading to a women's sanitary facilities, a circle 1/4 inch thick and 12 inches in diameter shall be provided. These geometric symbols shall be centered on the door at a height of 60 inches and their color and contrast shall be distinctly different from the color and contrast of the door. 1. 2. 1. 11/4" TO 1 1/2" D GRAB BAR 1. x ▪ a g *Ai CORRECTION SHEET ' -5" MIN. IN WALL SUPPLEMENTAL DISABLED ACCESS i z 5 i n x S 0 XII. SINGLE ACCOMMODATION TOILET FACILITIES There shall be sufficient space in the toilet room for a wheelchair measuring 30 inches wide by 48 inches long to enter the room and permit the door to close. The water closet shall be located in a space which provides a 28 inch wide clear space from a fixture or a 32 inch wide clear space from a wall at one side and 48 inches of clear space in front of the water closet. XIV. MULTIPLE ACCOMMODATION TOILET FAC ILITIES A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or clear space not less than 56 inches x 63 inches in side shall be provided. Doors other than the door to the disable toilet compartment in any position may encroach into this space by not more than 12 inches. PROVIDE NEW 'GAMCO' 125 SWING UP GRAB BAR AS REQUIRED a) Unisex sanitary facilities shall be identified by a circle 1/4 inch thick, 12 inches in diameter with a 1/4 inch thick triangle superimposed on the circle and within the 12 inch diameter. b) The distance between the center of a water closet and an adjoining wall shall be 15 -1/2 inches minimum, 19 inches maximum. See correction 1 d also. c) Grab bars at the side of water closets shall be located 15 inches to 16-1/2 inches (plus or minus 1) from the center line of the water closet stool. See correction 1 d also. d) In general, in order to comply with both correction 1 b and 1 c the center line of the water closet must be located between 17 inches and 19 inches from the "finished" face of the wall. If a tank type toilet is used which obstructs the 2. placement of the grab bar at a height of 33 inches, the grab bar may be as high as 38 inches. Required Handrails. Stairways shall have handrails on each and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. 0 NJ 1. GRAB BAR —o" DOORS " Door Hardware, handles, pulls, latches, locks and other operating devices on ac essible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Le push —type mechanisms acceptable designs. Har door passage shall be inches or no higher tha the finished floor. Door closers. If door has a closer, then the sweep 2. period of the closer sh open position of 70 de 3 seconds to move to the latch, measured to Door opening force. The maximum force applied at 3 right angles to a hinges door for pushing or pulling open a door shall be as follows: Interior hinged doors: 5 lbf (22.2n) A, 2 01 r I r er— operated mechanisms, nd U— shaped handles are ware required for accessible ounted no lower than 30 48 inches (1220mm) above II be adjusted so that from an rees, the door will take at least point 3 inches (75mm) from the leading edge of the door. 1 2" MAXIMUM AT THE SLOPE 1 4" MAXIMUM THE FLOOR OR LANDIN SHALL BE NOT MORE THAN 1/2" OWER THAN THE THRESHOLD OF THE DO RWAY PER SECTION: 1003.3.1.6 DOOR THRESHOLD INTER \ATI O NAL SY OF ACCESSIBILII' I V1BOL SCALE: 1/2' = 1' -0" -----1 C - 32" MIN (813) j CLEAR WIDTH AND DEPTH (a) DETAIL 32" MIN (813) (b) HINGED DOOR 32" MIN (813) (c) SLIDING DOOR J r 32" MIN (813) j (d) FOLDING DOOR 32" MIN (813) DOOR DETAILS (e) MAXIMUM DOORWAY DEPTH 25 2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2008 City Of Tuk Isla O z 5 N BUD DING DIVI.SION RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER s■ 04/01/08 02/21/08 No. Dab R. ND. 740 13..e1/213 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net 3408 I:EG STERED 1r RCH�TECT IDA. W t' STATE OF WASHI G ON 3 Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of thls landlord stamped set of drawings is required to be kept on the job site times. DO NOT SCALE DFINNIE& 9869_ 1D401 signed Date ISSUED TO LANDLORD ISSUED TO CLIENT ReMdon Ca *aotr moot way r Job d urolonr. dlerrbge drys and apaofficallons and spad any deoraperrdes b *Woo tubs procoacing with work Walt wRl not be wrla Ix ow anarsand =Odom not waded by cfrrrreri C da:tor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 ACCESSIBILITY DETAILS & NOTES n om CADD -1 We JANUARY 2007 MOM DAU Sods AS NOTED Dab 4/13/08 • W • • • CADD -1 CADD -1 Drawn P olled Dnawrq OF 21 SHEETS Ibis amine nat b be Mead for mrolmoron u1■ combralpod. The aoriwtla duds droving era the copyrightd Walt old an not b to wpradrroed In Awls or In pert wlfhord tiro own wrNrn aommtdlrs copyright moo. Walt oil not ammo rasparMb■lrtr anal or anidorr. T 418.864.9984 XOBey New Minus F 416.964.10OO Tomb, ON w wat6 barn Canada MIA 3R7 Walt Intar elailrra .r amp Comm 3/8" DIA. A307 BOLT THRU JOIST BOTTOM CHORD ANGLES ROOF JOIST BOTTOM CHORD VERTICAL WIRES 8 GAUGE AT 4' -0" O.C. HANGAR WIRE HOLES IN CHANNEL FRAMING NOT TO SCALE SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK FOR GYPSUM BOARD CEILING AT STEEL JOIST AREA MINIMUM HOLE PIN AS REQUIRED TOP & BOTTOM FOR 8 GAUGE WIRE (TYPICAL) 1 -3/8" X 16 GA. METAL FRAMING AT 4' -O" O.C. COMPRESSION STRUT DETAIL 1 NOT TO SCALE NEW 6" 18 GAUGE METAL 101ST 10' - O" MAX. SPAN �— VERTICAL WIRES 4' -0" O.C. MINIMUM HOLE DIA. AS REQUIRED TOP AND BOTTOM FOR 8 GAUGE WIRE (TYPICAL) 5/8" METAL FRAMING CHANNEL MINIMUM HOLE DIM. AS REQUIRED FOR 8 GAUGE WIRE 6" 18 GAUGE METAL JOIST 10' -0" MAX SPAN VERTICAL WIRES 8 GAUGE © 4' -0" O.C. EXIST DECK XIST WF AT WIDE FLANGE AREA TO ROOF STRUCTURE CEILING WIRE ATTACHMENT NOT TO SCALE NOTES: 1. NO WOOD OR OTHER COMBUSTIBLE ABOVE WE CEILING 2. NO WELDING TO LANDLORDS STRUCTURE WILL BE ALLOWED. FLOOR LOADING NOT TO EXCEED 100 PSF. a NO DUCTWORK, PIPING, CONDUIT, ETC. SHALL BE SUSPENDED OR ATTACHED TO THE FLOOR DECK AND/ OR ROOF DECD ALL SUCH ITEMS MUST BE SUSPENDED ONLY FROM JOISTS AND /OR BEAMS. 4. NO BRACING TO THE ROOF DECK IS ALLOWED TENSION HANGAR: 8 GAUGE WIRE @I 48" O.C. EA. WAY (TYPICAL) 1/2" EMT TIGHT TO STRUCTURE ABOVE 8 GA. VERTICAL HANGAR WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL. 3/4" EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELLED 45' (2) NO. 8 SCREWS (TYPICAL AT CHANNEL FURRING TO METAL FRAMING) 4) 12 GA. SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AT 45' MAX FROM CEILING PLANE 7/8" CHANNEL FURRING 16" O.C. SECURE TO 1 -5/8" METAL JOIST FRAMING WITH MIN. 8 GA. WIRE. 1 -1/2" CHANNEL OR STEEL STUD. NOTE: COMPRESSION STRUTS @ 12'.0 (O.C.) ON CENTER 1 -1/2" CHANNELS -OR STEEL STUDS CO 8' -O" O.C. (MAXIMUM), SCREW ATTACHED TO TRACK WITH TWO #8 SCREWS. FASTENERS TO DECK OR SLAB OR STRUCTURAL STEEL MEMBER. USE TWO #8 SCREWS IF TO DECK. USE POWDER ACTUATED SHOTS AND PINS ICBO #2388 OR 1290 (TWO) 1/2" PENETRATION IF TO STEEL TOP CONNECTIONS CEILING V u AMS CASING TOP TRACK BEAD STUD AT BRACE SCREW ATTACHED TO TRACK 45' 45' 400 45' =�� 45• 7 /8" CHANNEL FURRING 16" O.C. SECURE TO 1 -5/8" METAL JOIST FRAMING WITH MIN. 8 GA. WIRE 1 . CROSS TEE FOR ACOUSTICAL CEILING TILE COMPRESSION STRUT DETAIL 2 NOT TO SCALE BOTTOM ATTACHIv ENTS PARTITION ASSEMBLIES ATTACHMENT CEILING DETAILS 3 NOT TO SCALE 1/2" EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGAR WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL. 3/4" EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELLED (4) - 12 GA. SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AT 45' MAX. FROM CEILING PLATE. — SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK CONCRETE EYEPIN FASTENER WIRE MAIN RUNNER TOP TRACK STUD AT BRACE SCREW ATTACHED TO TRACK STEEL PURLIN OR I -BEAM NO. 8 GA. WIRES LOOPED AROUND TRACK AT STUD OR STRUCTURAL STEEL © 48" O.C. (WIRE LOOP CONNECTION PER U.B.C. REQUIREMENTS FOR WIRE CONNECTIONS) IMPORTANT NOTE: ALL PLYWOOD, WOOD AND HARDWOOD BLOCKING USED ENCLOSURES MUST BE (FIRE RETARDANT) KILN DRIED MILL QUALITY FINISH; AND OR IN LIEU OF WOOD BLOCKING, METAL STUDS FRAMING ARE ACCEPTACLE. ALL WORK SHALL CONFORM TO ALL LOCAL AND FEDREAL FIRE/SMOKE REGULATIONS AS STIPULATED BY THOSE AUTHORITIES HAVING JURISDICTION ONLY IF REQUIRED. COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 NOTE: ALL KR.MS SHOULD SE TAUT WITHOUT CAUSING THE C!H_IN6 TO VPt,,i"T 2 TYP. >a5 x 5,'4" SeLr- 'EAlO SGS! MS SPLAY WIRE PARAI.LCI. T Q RUNNER 1/5" - 2 5 S.A. rURRIN6 G6t.ANNEL5 • I.6" 0.C. GYPSUM BOARD CEILI LATERAL BRACING SCALE: 3" = 1'-0" UNDERSIDE Or � 1 GONG. DELI[ 1/4" DIA X 2" LONG .SELF-TAPPING 'E'r'E" LA* SCAMPS VERTICAL ' HAN&ER WIRE 4 TI&HT TURNS v*ERTI HAN6$R WIRE ATTACHMENT 7" T . TYPICAL HANGER CONNECTIONS SCALE: 3" = 1' -O" uNDE IDC OP' CONIC . DECD G 4" DI,A x 2 LONG LT" -TAPPI N6 'Er SUSPENDED CEILING AT WALL SCALE: 3" = V-0" • 6A. VERT. HAN*ER Y"iIR: • 4' - O.G. AND YVITHIN e' Or PERIMETER WALL SADDLE TIE WI TH MIN. 5 TIGHT TURNS IN 4" a LOTH ENDS Or WIRE. b 6A. SAG I Nb Y►KI'1E • 5' x 12' (cf6 Sf r) G RID. SADDLE TIE WITH 4 TIGHT TURNS IN I I/3 ", MAINTAIN CLEARANCE 6 ALL CEILING 06STRJCTIO''4S. 45 MAX. TO C.L,b, PLANE, 5ec.URt Ct'RA,CIN6 ? IMES PARALLEL TO MAIN RUNNY W/ *5 x 5/4" S.M.S. MAIN RUNNER, I I /2" GOLD RDLLGD CHANNEL, .04'15 LC/rT MIN. • 48" 0.C. ATTACH rURRi Nb CHANNEL W/ 5, PLe TIC Y'i/I lb 6A. TIE OR. 2 18 A. TICS Y"J T.I6NT TURtvS T'PP. • EACH MAIN RUNNER 5"LA'T'ED SEISMIC BRAGINb IRE 4 TIGHT TURNS 5 TI.IAYCD SEISMIC BRAGIN6 I 114 .rA,TTAGHMZNT b 6,A. HANSER MIRE Y'V/ MIN. 3 1 G!-IT TaRNer - TEST IO% !NOR 200 1..I5S. LOAD MAIN 1!RLINNER • ACOUSTICAL CEIL11 TILE -- !PACE Or Y'iAALL 45 0E6 GROSS RUNNER ELEV SECTION A e-� ELE SECTION E. LAP tt 6 CHANNEL SPLICES NOT TO SCALE ALTERNATE CEILING DETAILS - 1 SCALE: AS NOTED MAIN CIA 4!L. N! T • Srl_IOE POVINZ" STRAND NO. I6 sA TIE Y+1tre EA, ego Or • ICE NES*CD "3, OriANt s • rt..Icr OOtJDLf 5T14AND NG. 16 bh. Tie ^ISLE EA. ENV ors XLICe R aliEWED FOR r COMPLIANCE APPROVER MAY 1.2 2008 �a TukwIla k _ y , 43 DIVISION RECEIVED CITY OF TUKWILA MAY 011008 PERMIT CENTER 04/01/08 02/21/08 Nor Data T•e Red N0.740 I a eff„..3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net REGISTERED ARCHITECT A fP "DA VID A. UDKOW I STATE OF WASHINGTON W„estfie Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditlons are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site , , I times. Canbewbr not verify all job dknornionv, dnavlogA dills and apaolllortlions and mpg any dMwepndaa b deems bsfom PnmadoO with work watt MI not be Ida) for ■a► ands and anniselans not rspodad by Omni Contractor. DO NOT SCALE DRAWNO8. gned Date ISSUED TO LANDLORD ISSUED TO CLIENT Rovidon BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 4/13/08 TYPICAL CEILING DETAILS & TYPICAL NOTATIONS Drawn CADD -1 Dab JANUARY 2007 C1nClled DAU Sc de AS NOTED 9869_10501 131mnbaa Data *watt • W e • CADD -1 CADD -1 D ivan Projed OF 21 SHEETS Mb diming not to be used for amehu don imil exmla ervid. The aarints dMle *wally.ns the copyright d Wilt atrd aro Mb be reproduced M whets or In paRwlthout the norm wrden aamant Dwight wane Walt re awUnota ssume.parmin�Mbr INIC15 or W T 416.304.9384 300 t1egn11ewManua F 410404`1008 Tomb. ON w =N NW= Comb LEANT/ WaaId..rawrm at Et ay• sr .e► REVEA PAINT TYPIC SOLID WHITE TO DR AND P NAILS ( REQUIRE FINISH TO L 3/4" THICK WHITE OAK WITH FINISH © GLUED ALL PARTITION OVIDE FINISHING TAGGERED) AS FILL HOLES ATCH. REVEALS WHERE LS BUTTS WITH R VICE VERZA, ISH CEILING - PAINT FINISH TYPICAL 1/8 HORIZONTAL VERTICAL RAILS FINISH TO MATCH FABRIC WALLCOVERING FINISH 9 MUST CONTINUE 2" FROM THE BOTTOM LINE OF BAND BACK. COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 Al2 Al2 2 3 9 9 I SCALE: 1 " =1' -O" 1I DETAIL A SCALE: 1/2 FULL SIZE 1/8" UU 21 F Al2 26 ELEVATION -1 1/8" 9 n LINE OF DEMISING PARTITION: 5/8" FIRECODE TYPE 'X' GYPSUM WALLBOARD TYPICAL 1/8' REVEALS WHEF BUTT OR MATC E HORIZONTAL RAILS WITH JERTICAL RAILS ICE VERZA. FINISH TO -I FINISH Q 10 SIMILAR DETAIL D 12 SECTION - 2 SCALE: 1 " =1r -0" 1 -1/2" CHANNELS- OR STEEL STUDS @ 8' -0" (O.C.) ON CENTER (MAXIMUM). SCREW ATTACHED TO TOP TRACK WITH TWO (2) #8 SCREWS. 5/8" FIRECO( E TYPE GYPSUM WALLBOARD DROPPED CEILING C/W METAL STUDS AS REQUIRED PAINT FINISH LINE OF INTERIOR PARTITION: 5/8" FIRECODE TYPE 'X' GYPSUM WALLBOARD ON 3 5/8" METAL STUDS AS REQUIRED. TYPICAL DECORATIVE WALL: 5/8" GYPSUM WALLBOARD TYPE 'X' ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH © (CHECK & VERIFY) AS REQUIRED. FABRIC WALLCOVERING FINISH 9 TYPICAL SOLID WHITE OAK WOOD FINISH n TYPICAL WOOD BASE FINISH m DETAIL B SCALE: 1/2 FULL SIZE if NO WELDING TO LANDLORD'S STRUCTURE WILL BE ALLOWED. FLOOR LOADING NOT TO EXCEED 100 PSF. A 12 SIMILAR DETAIL F � Al2 F O 1 SIMILAR DETAIL 1211 SECTION -3 SCALE: 1 " =1'-0" INTERIOR PARTITIONS: 5/8" FIRECODE TYPE 'X' GYPSUM WALLBOARD ON 3 --5/8" METAL STUDS 20 GAUGE AT 16" O.C. AS REQUIRED FABRICWALLCOVERING FINISH 9 TYPICAL 3/4" THICK SOUD WHITE OAK WITH WHITE FINISH 5 GLUED TO DRYWALL PARTITION AND PROVIDE FINISHING NAILS (STAGGERED) AS REQUIRED. FILL HOLES FINISH TO MATCH. ACOUSTICAL CEILING TILE C/W COMPRESSION STRUT - (DETAIL '2' OR ALTERNATE CEILING DETAIL '4' ON DWG. All PAINT FINISH 12 TO MATCH WALL FINISH. N PAINT FINISH 12 TO MATCH WALL FINISH. 5 TYPICAL 4" THICK SOLID ITE OAK WITH WHITE INISH © GLUED TO i `YWALL PARTITION AND PROVIDE FINISHING N ILS (STAGGERED) AS QUIRED. FILL HOLES INISH TO MATCH. TY• AL 1/8" REVEALS WHE' HORIZONTAL RAILS : UTTS WITH VERTICAL RAILS OR VICE VERZA, Fl H TO MATCH FINISH SCALE : 1 " =1=0" �26 N 14 r ro SECTION - 4 /8 " DETAIL C SCALE: 1/2 FULL SIZE TENANT'S GENERAL CONTRACTOR TO PROVIDE AND INSTA MINI - BONDS: ITEM NO. (@ BACK OF SEE- WINDOW AS REQUIRED). REMOVABLE SOLID WOOD STOPS AT TOP & BOTTOM & SIDES C/W COUNTERSUNK SCREWS AS REQUIRED. HEAD OF SCREWS TO BE PAINTED (TOUCH -UP) FINISH TO MATCH FINISH 3/8" THICK LAMINATED (TINTED) GLASS WINDOW. SEE- THRU AT WATCHMAKER'S SIDE. 22 !EXISTING: JEWELERS BENCH: 19; D. X 39" W. X 39" HIGH, BY 'BEN/BRIDGE' (CHK & V /RIFY). / HARDWOOD BASE BELOW „FINISH 26 5 5/8 „FINISH /8" TYPICAL DECORATIVE WALL: 5/8" GYPSUM WALLBOARD TYPE 'X' ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH LI C/W WOOD FRAMING FINISHU (CHECK & VERIFY) AS REQUIRED. TYPICAL DECORATIVE WALL: 5/8" GYPSUM WALLBOARD TYPE 'X' ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH 21 C/W WOOD FRAMING FINISHC (CHECK & VERIFY) AS REQUIRED. TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA ISH TO MATCH FINISH[ HARDWOOD BASE FINISH 14 26 1/4" L- PAT'FINI.ISH ® TO 3/8" THICK LAMINATED MATCH WA (TINTED) LASS WINDOW. SEE- THP,U AT WATCHMAKER'S SIDE. N r )/) I) OTTOM RUNNER WITH RAMSET — PO • DRIVEN ANCHOR PINS # 2388 OR ' -': r. 4" O.C. DETAIL D SCALE: 1/2 FULL SIZE WATCHMAKER'S WINDOW DETAIL E SCALE: 3 " =14" SCALE: 3" =1' -0" /I\ EMOVABLE SOLID WOOD STOPS T TOP & BOTTOM & SIDES /W COUNTERSUNK SCREWS AS EQURED. HEAD OF SCREWS BE PAINTED (TOUCH -UP) Fl ISH 0 MATCH FINISH 5 DETAIL F ' -9 3/4" NTS Al2 PI PAINT FINISH WALL FINISH. EXISTINC WATCHMAKER BENCH: 19" D. X 39" W. X 39" HIGH BY 'BEN BRIDGE' (CHECK & VERIFY). FINISH TO MATCH 26 9 ARDW000 BASEEOW� - REVIEWED FOR r � COMPLIANCE �E CO ��� �� APP 4AY 12 2088 as Of Tukwila EP t:0, a DIVISION II II I I 11 I I 5 1/2" Al2 9 Iui.__i._s ■_._I .ftii_l r i � ► nerar i RI 1.1 . I 1' -0" NTS 1' -11" N.T.S. III I I III 5 1/2" 26 RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Dab Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site , times. i Contractor nut verify d Job dIudane, dwwlrgs, debar and e pecdfloadone and report any deccepenche b M.I. gea briam ptaaetudm0 tell' work W- wYl not be Heide far any erne and omissions not repaid by Qltnerd Contra&.. DO NOT SCALE DRAWN:VI BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TNIs CONSTRUCTION WALL SECTIONS, DETAILS & SEE - THROUGH WINDOW DETAILS Drawn CADD -1 Mb JANUARY 2007 Ciudad DAU gob AS NOTED Rao ND.740 9869_ ID511 oltowatt DALE DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net STATE OF WASHit;GTON j X 40: EGISTERED / CI-IITECT I AVID A. UDICOW igned Date ISSUED TO LANDLORD ISSUED TO CLIENT idiom Swim Der. 4/13/08 W • • CADD -1 CADD -1 D rawn 'Al2 OF 21 SHEETS TM drawing not in be roved for aadnaclat uue acm ierdened. The acids rinds Ming me the aopyrpttdWddand me ratio be reproduced In whole or In put without the owes mien career&dike cop/right owner. Wad via not weans wepauttigf for ary uapuut o nus or admi e& T 410.354.9384 800 B•jlvlewMarna F 410.8044088 Taaub, ON W woltinicom Canada ItNA 3R7 vote Innono lei Imo, an any Amp tome CV Lo y 5 E u y «zlt © / u , „Z/ L , / // r // r a 5 5 1 47Ic C- 1 / r / r Z /L 9 - '� I \' 1 151 -,, ,- \, \ I X ''''■ \ " , , " N ■ 5 Lo _ y 1 _ / _-- „_. / r / r _ / r _- / r_ 1 1 _IL z — �I / r / / /' / 9 5 1� / / ID / / / \ \ ^ -__, . x Lo N \, 5 1/2" \ 5 1/2" .\ X_ �\ L 26 tir Lr7 , \ 5 1 /2" 3' -3" 5 1 /2" , ../ ..r hr,l *lc c- I Z /L 9 - '� «5-�Z� u0 r - -, 1 1 1 4 I I I L _ 41 0 r - 1 1 1 1 1 1 1 L J 4 0 r - 1 1 1 1 1 I I L J / 0 0 L- n ti 9 11x14 26 5 1/2" A1 3 261 SAFE ENCLOSURE DOOR PROVIDE HEAVY DUTY CONTINUOUS HINGES (BRUSHED S/S FINISH), CHECK & VERIFY. ELEVATION ITEM NO. SCALE: 1 " = 1' -0" 26 5 1/2" SAFE ENCLOSURE DOOR A A13 PLAN DETAIL -1 ITEM NO SCALE: 3' =1'-0" PAINT CEILNG & REVEALS FINISH ITEM NO. 1121 CURITY SAF 5 1 PROVIDE HANDICAPPED LEVER HANDLE (BRUSHED S/S FINISH) OR IF POSSIBLE BAKED ENAMEL FINISH TO MATCH 9 LINE OF STORAGE CABINET (ABOVE SA FOR BOOKS BEHIND DOOR AS SHOWN DOTTED LINE. (SEMI GLOSS FINISH). PAINT FINISH TO MATCH WALL FINISH LINE OF STORAGE CABINET (ABOVE SAFE) FOR BOOKS BEHIND DOOR SHOWN ITEM NO. ITEM NO. 3' -3' X 7' -3 3/4"± X 1 -3/8" THICK SOLID CORE DOO C/W HEAVY DUTY (CONTINUOUS) BUTT HINGES (BRUSHED S/S FINISH). PROVIDE HANDICAPPED LEVER HANDLE (BRUSHED S/S FINISH). 3' -3" CLEAR DOOR OPENING n 0 LL 9 5 19 I 26 LINE OF STEEL PLATE (UNDER SECURITY SAFE) TO DISPERSE ANY POINTOAD (AS REQUIRED) A1 3 9 ITEM NO. 4 c0 I— = U C-) J J 0 w J uJ w w C-) C) STOCKROOM DOOR 1/8 ELEVATION 21 1/4" THICK X 9' X 27 1/2" CLEAR ACFYLIC PU PLATE. (POLISI ALL EXPOSED EDGES). 15 26 SCALE: 1 "= i' -0" A 1/8" 5 aH 19 5 2 13 9 3' ± 7'- HEAY DUTY S/S I FINISH 9" )1 27 1/2' 1/2' I± HARDW EXP SED EDG \ DOO FINISH ND INSTALL IR FOR STOCKROOM DOOR ITEM NO. PROVIDE HARD ABOVE FOR S PAINT CEILING & REVEALS FINISH 1' 112 A1 3 3/4" X 1 3/8" THK. SOLID CORE DOOR C/W ONTINUOUS) BRONZE PIANO HINGE WITH BRUSHED EVER HARDWARE (AT STOCKROOM SIDE). PROVIDE ± CLEAR ACRYLIC PUSH PLATE; ±5 1/2 "X 27 OD BASE CLAD WITH S/S KICKPLATE (POLISH ALL S , SELF CLOSER AT BACK OF DOOR. FRONT OF & FRAMINGS FINISH T RETAIL SIDE). PROVIDE ELF - CLCSING SPRING LOAC ED HINGES AS REQUIRED TOCKROC M DOOR). OOD BLOCKING LF CLOSJRE. I I I II I I I I II I I 26 5 1/2" PLAN DETAIL - 2 SCALE: 3 " =1' -0" 9 4 x 5 1/2" A T 2 n 0 L- 2RYLIC PUSH PLATE. 26 — r7 3 -3" CLEAR OPENING 5 1/2" 14 N 1 131 N v N 14 1 2 � in N 5 PAINT TO MATCH STOCKROOM WALL FINISH (SEMI -LOSS FINISH) PROVIDE LEVER TYPE HARDWARE AT BACK OF DOOR TO SUIT ANDICAPPED CODES. STEEL PLATE (ITEM NO. 6 UNDER SECURITY SAFE (CH 1 CK & VERIFY) IF REQUIRED. 5 1/2" N C- SECTION - A SCALE: 1 " =1' -0" STORAGE CABINET -ITEM NO. 15 FOR BOOKS: (ABOVE SAFE) 3/4" THIC DF CONSTRUCTION PL. LAM. FINISH 23 PROVIDE 3/4" THICK END GABLES AND DIVIDER CENTER AS REQUIRED 1' -6" 5 5/8" N SECURITY S ITEM NO. 1 SAFE ENCLOSURE DOOR: SEE ELEVATION (THIS DWG.) FOR NOTATIONS. 12 3 PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SLIDES 'BEST LOCK' 11B59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2" HAND WIRE PULLS (ALL POL. CHROME FINISH) INSIDE DRAWERS: DOTTED LINES SHOWN ARE DRAWER INSERTS BY 'BEN BRIDGE' (N.I.C.) CHECK AND VERIFY SIZES. "7 C) CO SECTION - B SCALE: 1 "=1' - -0" 9 l / II II PROVIDE HARDWOOD BLOCKING TO RECENE SELF CLOSURE CONTINUOUS METAL PLATE FULL WIDTH OF DOOR AT TOP AND SIDE TO PREVENT LIGHT LEAKS SECTION - C SCALE: 3 " =1' -0" 9 26 145 DRAWER INTERIOR LACQUERED - FINISH TO MATCH FIN. 1 4 17" Clear inside drawdr REVIEWED FOR ; DE COMPLIANCE A ROV MAY 1 2 2888 I City Of Tukwila . RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Deis DO NOT SCALE ORAWVIO& TMs Rubll ND. 740 Puled 9869_ ID521 01* watt DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. aw aigned Date ISSUED TO LANDLORD ISSUED TO CLIENT Raufetoe Conbordar must wrdiy d lob dirrrer■lora, dtalringo, dews and apoilldlons end report any disareperdes b dseiplae bare procsoden0 with =dr. Walt WI not bs Ms for any arare ad mink= not reported by Gomel Coneneter. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM & SAFE DOOF DETAILS Dnn CARD -1 Deb JANUARY 2007 C DAU Scale AS NOTED Slonnturs Di 4/13/08 • W • CADD -1 CADD -1 Drlsrrn 'A13 OF 21 SHEETS This &sotp not b be used k r aonebre ion Yeti adrdsrsgned. The contra d this droning as the copyright dWalt and ■o not to bs reproduced b wh*M or In pat %Moult ors mresealien Omni dies Dwight owner. Witt wit net mums resporobily 'or rmapad more or ands i --. 7 4111366.9384 300 B.yelowAvernre F 410.364.100 TarOS, ON w wellIntLecrn arrtls MBA 387 wrr rimmellend r6P en Davy Chap Ccagew / 0 0 L- n ti 9 11x14 26 5 1/2" A1 3 261 SAFE ENCLOSURE DOOR PROVIDE HEAVY DUTY CONTINUOUS HINGES (BRUSHED S/S FINISH), CHECK & VERIFY. ELEVATION ITEM NO. SCALE: 1 " = 1' -0" 26 5 1/2" SAFE ENCLOSURE DOOR A A13 PLAN DETAIL -1 ITEM NO SCALE: 3' =1'-0" PAINT CEILNG & REVEALS FINISH ITEM NO. 1121 CURITY SAF 5 1 PROVIDE HANDICAPPED LEVER HANDLE (BRUSHED S/S FINISH) OR IF POSSIBLE BAKED ENAMEL FINISH TO MATCH 9 LINE OF STORAGE CABINET (ABOVE SA FOR BOOKS BEHIND DOOR AS SHOWN DOTTED LINE. (SEMI GLOSS FINISH). PAINT FINISH TO MATCH WALL FINISH LINE OF STORAGE CABINET (ABOVE SAFE) FOR BOOKS BEHIND DOOR SHOWN ITEM NO. ITEM NO. 3' -3' X 7' -3 3/4"± X 1 -3/8" THICK SOLID CORE DOO C/W HEAVY DUTY (CONTINUOUS) BUTT HINGES (BRUSHED S/S FINISH). PROVIDE HANDICAPPED LEVER HANDLE (BRUSHED S/S FINISH). 3' -3" CLEAR DOOR OPENING n 0 LL 9 5 19 I 26 LINE OF STEEL PLATE (UNDER SECURITY SAFE) TO DISPERSE ANY POINTOAD (AS REQUIRED) A1 3 9 ITEM NO. 4 c0 I— = U C-) J J 0 w J uJ w w C-) C) STOCKROOM DOOR 1/8 ELEVATION 21 1/4" THICK X 9' X 27 1/2" CLEAR ACFYLIC PU PLATE. (POLISI ALL EXPOSED EDGES). 15 26 SCALE: 1 "= i' -0" A 1/8" 5 aH 19 5 2 13 9 3' ± 7'- HEAY DUTY S/S I FINISH 9" )1 27 1/2' 1/2' I± HARDW EXP SED EDG \ DOO FINISH ND INSTALL IR FOR STOCKROOM DOOR ITEM NO. PROVIDE HARD ABOVE FOR S PAINT CEILING & REVEALS FINISH 1' 112 A1 3 3/4" X 1 3/8" THK. SOLID CORE DOOR C/W ONTINUOUS) BRONZE PIANO HINGE WITH BRUSHED EVER HARDWARE (AT STOCKROOM SIDE). PROVIDE ± CLEAR ACRYLIC PUSH PLATE; ±5 1/2 "X 27 OD BASE CLAD WITH S/S KICKPLATE (POLISH ALL S , SELF CLOSER AT BACK OF DOOR. FRONT OF & FRAMINGS FINISH T RETAIL SIDE). PROVIDE ELF - CLCSING SPRING LOAC ED HINGES AS REQUIRED TOCKROC M DOOR). OOD BLOCKING LF CLOSJRE. I I I II I I I I II I I 26 5 1/2" PLAN DETAIL - 2 SCALE: 3 " =1' -0" 9 4 x 5 1/2" A T 2 n 0 L- 2RYLIC PUSH PLATE. 26 — r7 3 -3" CLEAR OPENING 5 1/2" 14 N 1 131 N v N 14 1 2 � in N 5 PAINT TO MATCH STOCKROOM WALL FINISH (SEMI -LOSS FINISH) PROVIDE LEVER TYPE HARDWARE AT BACK OF DOOR TO SUIT ANDICAPPED CODES. STEEL PLATE (ITEM NO. 6 UNDER SECURITY SAFE (CH 1 CK & VERIFY) IF REQUIRED. 5 1/2" N C- SECTION - A SCALE: 1 " =1' -0" STORAGE CABINET -ITEM NO. 15 FOR BOOKS: (ABOVE SAFE) 3/4" THIC DF CONSTRUCTION PL. LAM. FINISH 23 PROVIDE 3/4" THICK END GABLES AND DIVIDER CENTER AS REQUIRED 1' -6" 5 5/8" N SECURITY S ITEM NO. 1 SAFE ENCLOSURE DOOR: SEE ELEVATION (THIS DWG.) FOR NOTATIONS. 12 3 PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SLIDES 'BEST LOCK' 11B59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2" HAND WIRE PULLS (ALL POL. CHROME FINISH) INSIDE DRAWERS: DOTTED LINES SHOWN ARE DRAWER INSERTS BY 'BEN BRIDGE' (N.I.C.) CHECK AND VERIFY SIZES. "7 C) CO SECTION - B SCALE: 1 "=1' - -0" 9 l / II II PROVIDE HARDWOOD BLOCKING TO RECENE SELF CLOSURE CONTINUOUS METAL PLATE FULL WIDTH OF DOOR AT TOP AND SIDE TO PREVENT LIGHT LEAKS SECTION - C SCALE: 3 " =1' -0" 9 26 145 DRAWER INTERIOR LACQUERED - FINISH TO MATCH FIN. 1 4 17" Clear inside drawdr REVIEWED FOR ; DE COMPLIANCE A ROV MAY 1 2 2888 I City Of Tukwila . RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER 04/01/08 02/21/08 No. Deis DO NOT SCALE ORAWVIO& TMs Rubll ND. 740 Puled 9869_ ID521 01* watt DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , , I times. aw aigned Date ISSUED TO LANDLORD ISSUED TO CLIENT Raufetoe Conbordar must wrdiy d lob dirrrer■lora, dtalringo, dews and apoilldlons end report any disareperdes b dseiplae bare procsoden0 with =dr. Walt WI not bs Ms for any arare ad mink= not reported by Gomel Coneneter. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOCKROOM & SAFE DOOF DETAILS Dnn CARD -1 Deb JANUARY 2007 C DAU Scale AS NOTED Slonnturs Di 4/13/08 • W • CADD -1 CADD -1 Drlsrrn 'A13 OF 21 SHEETS This &sotp not b be used k r aonebre ion Yeti adrdsrsgned. The contra d this droning as the copyright dWalt and ■o not to bs reproduced b wh*M or In pat %Moult ors mresealien Omni dies Dwight owner. Witt wit net mums resporobily 'or rmapad more or ands i --. 7 4111366.9384 300 B.yelowAvernre F 410.364.100 TarOS, ON w wellIntLecrn arrtls MBA 387 wrr rimmellend r6P en Davy Chap Ccagew DESCRIPTION DOOR TYPE FRAME HARDWARE REMARKS No. Location Size Type Mat. Finish Mat. Finish Lock Set Lever Closer Hinge 314 Toilet Room 3' -0" W. x ± 6' -8" H. x Thk. Solid Core Wood Door Paint Fin. Wood 'Best Lock" Deadbolt Sargent LB -26D g (Bronze Fin.) ( ) Sargent 1430 g EN UO/EN / 1-1/2 PR. Butt Hinge (Bronze Fin.) Paint Finish 14 14 212 Stockroom 3' -3" W. x ±7' -3 3/4" H. x 1-3/8" Thk. / Solid Core Wood Door Front Fin. . Back Fin. Woad Front & Sargent #06 8200 Prefix — 1 Sargent LB -26D (Bronze Fin.) Heavy Duty Continuous Piano Hinge (Bronze Fin.) 9 141 Fin. 5 Back Fin. 14 213 Safe 3' -3" W. x ± 7' -3 3/4" H. / x 1-3/8" Thk. Solid Core Wood Door Front Fin. Back Fin. Wood Front & Return Sargent #36 8200 Prefix — 1 Sargent LB -26D (Bronze Fin.) Sargent 1430 UO /EN 1-1/2 PR. Heavy Duty Butt Hinge (Bronze Fin.) 9 14 Fin. 5 , Back Fin. 14 331 Store Entry Roll—Up Grilles ±26 —3 1/2 W. x 9 —0 H. Alum. Aluminum —Satin Anodized Finish Alum. Aluminum —Satin Anodized Finish All Hardware by Grille Manufacturer Emergency Pull Chain Provided on Grille. Provide and Install Necessary Requirement for Circuit t) Door Battery Back —Up. DESCRIPTION DOOR TYPE FRAME HARDWARE REMAI7KS 147 Entry Store Ent Roll —Up Grille ±26' 3 1/2" W. x 9' -0" H. Alum. Aluminum —Satin Anodized Finish Alum Aluminum —Satin Finis All Hardware by Grille Manufacturer Emergency Provide and for Circuit t Pull Chain Provided on Grille. Install Necessary Requirement Door Battery Back —Up. NEW DOOR/HARDWARE SCHEDULE EXISTING to remain, re use or re-located DOOR/HARDWARE SCHEDULE AT FRONT FACING ONLY: Y" THICK CLEAR MIRROR FACING C/W BRUSHED S/S 'J' MOULDS (TOP & BOTTOM ONLY), POLISHID ALL EXPOSED EDGES ON MIRRO MASTIC AS REQUIRED. ON 3 — SIDES FACED WITH WALLCOVERING FINISH 9 FILLER PANEL: ITEM No. CENTER ISLAND SHOWCAS COLUMN ELEVATION A14 SCALE: 1/2'= 1'-0 29 COLUMN PLAN A14 J SCALE: 1/2' =1' -0' I AT ALL SIDES: FACED WITH WALLCOVERING FINISH 9 FILLER PANEL: ITEM No. CENTER ISLAND SHOWCAS N 6 6 L6_ 29 4 COLUMN ELEVATION A14 - SCALE: 1/2' =1' -0' COLUMN PLAN A14 / SCALE: 1/2' = 1' - 0' a,.. tEWE -RI APP'S OVE MAY 12 2000 CIa of Tukwila t3LDIr'4G D51ON RECEIVED CITY OF TUKVVMLA MAY 012008 PERMIT CENTER • • 04/01/08 02/21/08 No. Date Raid No. 740 9869_ ID531 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net RECISTE;1ED e) , � CHITECT DA D A. UMW STATE OF WASHINGTON 3408 estfiekt Working Drawing Review Approved Approved as Noted 0 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. D0 NOT 8CME DRAWING& 1 . 0 !'gned — Date ISSUED TO LANDLORD ISSUED TO CLIENT Reiwtsien Oordreabr Mat verify d Jab &ih,nbiis, dlcsigr, Mole and epectiontione and wdbonganobebWon proceeding %Nh wadi: Walt WI not be Mb far any emend ands®1au not reported by Omni Oantleakc BE BRIDGE JEWELER SOUTH CENTER MALL 81 SOUiHCENT6t MALL LEVEL 1, UNIT #740, TUKNRLA, WA 98188 DOOR / HARDWARE SCHEDULE & INTERIOR CO LU M N DETAILS Dawn CADD -1 Dies JANUARY 2007 Checked DAU &Me AS NOTED Itionsbxe tai I- 4/13/08 W CADD -1 CADD -1 t1rawn Propel 'A14 OF 21 SHEETS This drawing not to be used for aanet union until roadmidannel. T h e o o n l a r i s of this d r a w i n g are ti s copyrig t d Wad end are not b be reproduced in whole or In part without the er mee whim cemertd9hs sopyrigit calmer. Watt vAll not MUM rsspa nelllrtrary nsgfpnt snore ar anlsiko. off• wa T 418.884.8884 F 418.384.1088 w r cam ■ 800 El yubwAveoros Toronto. ON Canada MA 337 Walk ii.n&dkm. en Saw Gimp Caw/ A 1 15 �P A � A15 NEW 3/4" ANODIZED ALUMINUM CHANNEL B FINISI I. O PO STOREFRONT BULKHEAD 6.. PLAN / SECTION A15 J SCALE: 1/4' =1' -0 1 A18 1 A17 LANDLORD' BULKHEAD SCALE: 1/4' =1' -0' 3/4 BLACK ANODIZED ALUMINUM CHANNEL FINISH. 1/4` 5 / / EQ. 7' -O" V5 1/2 — 4 1' -11 3/4" — — r 5/8" FlRECODE TYPE WALLBOARD BULKHEAD METAL STUDS CONSTRU SIM 7 NEW ROLL-UP GRILLE DOOR TO BE INSTALLED AS r MANUFACTURER'S DIRECTION AND SPECIFICATIONS (CHECK & VERIFY SITE CONDENONS), PROVIDE BLOCKING AS REQUIRED GYPSUM N 3 -5/8" NON. 2 A17 LAND ORD'S DEMISING NEUt1IAL PIER 3 NEUTRAL STRIP 16 -1 1/16" . 0) I 5/8" FlRECODE TYPE `X GYPSUM WALLBOARD BULKHEAD ON 3 -5/8' METAL STUDS I CONSTRUCTION. I 1 1 EXISTING 'BEN BRIDGE' RECESSED DISPLAY 330 CLOCK, TO REMAIN AS IS. NEW BACK ILLUMINATED SIGN BOX PANEL. NEW 1' -10" HIGH "B ", 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W LIGHT ILLUMINATION BACKGROUND HINGED SIGN PANEL. ■ ■ _ ■ ■ ■ ■ - ■ x ■ - - ■ ■ NEW ROLL -UP GRILLE DOOR STEEL FINISH 2 NEW METAL BASE, STAINLESS LANDLORD'S DEMISIMG NEUTRAL PIER CORNER DISPLAY WINDOW TO REMAIN; NEW STOREFRONT BULKHEAD & DISPLAY WINDOW @ END STOREFRONT ELEVATION 3/4" ANODIZED ALUMINUM CHANNEL BLACK FINISH. LANDLORD'S DEMISIMG NEUTRAL STRIP SCALE 1 1/2". 1 DETAIL - 2 26' -3 1/2' NEW 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) NEW SUSPENDED PANEL (INSIDE FACE OF LANDLORD'S DEMISING NEUTRAL PIER. GLASS) C/W LIGHT ABOVE. EXISTING CORNER WINDOW & CLOCK NEW STOREFRONT BULKHEAD, SIGNAGE & ISPLAY WINDOW D LEFT END TO MATCH EXISTING DESIGN & FINISHES TO REMAIN AS IS TYPICAL STOREFRONT BULKHEAD: 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH © (CHECK & VERIFY) AS REQUIRED. SIGN BOX PANELS BULKHEAD. 1' -1O HIGH OPAL WHITE PLD(IGLAS FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W UGHT ILLUMINATION BACKGROUND HINGiP SIGN PANEL SEE DWG. #'s A8 & IS -2 FOR SPECIFICATIONS & DETAILS. PROVIDE VENT HOLES INSIDE SIGN BOX FOR HEAT CIRCULATION AS REQUIRED. ILLUMINATED SIGN BOX (2 REO'D.: TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES (WARM WHITE). SIGN TO READ 'BEN BRIDGE' ,SEE DRAWING NO's. A15, A20, & 15 -2 FOR DETAILS. (CHECK & VERIFY) EXISTING 'BEN BRIDGE' RECESSED DISPLAY CLOCK TO RELIW AS IS. 18' -2 7/18 SMOKE CURTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AN SANDED TO SUIT LOCAL BY --LAWS REGULATIONS. & FXISIRNO ROLL -UP GRILLE DOOR TO REMAIN AS E. ±58' -7' EX ING STOREFRONT SIGNAGE BULKHEAD, COLUMNS & DISPLAY WINDOWS 10 RL71NN , REPAIR, MAKE GOOD AS REQUIRED 8 A15 TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" FIRECODE TYPE "X" GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZONTAL & VERTICAL WOOD FRAMING FINISH (CHECK & VERIFY) 3/4" BLACK ANODIZE ALUMINUM CHANNEL. 5 EXISTING STOREFRONT TO REMAIN STOREFRONT ELEVATION Al 5 SCALE: 1/4' =1' -0' DETAIL - 3 SCALE 11/2 " =1' -0" y- � I I I � LANDLORD'S MALL BJLKHEAD SMOKE CURTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT LOCAL BY -LAWS & REGULATIONS. 10 5 TYPICAL STOREFR COLUMN: 5/8" H GYPSUM WALLBO" METAL STUDS CO FINISH 121 C/W F VERTICAL WOOD T (CHECK & VERIF'I 1/4" THICK (ILLU HINGED SIGNAGE FINISH 20 , WITH THICK TRANSLUS( 19 I NT DECORATIVE ECODE TYPE "X" RD ON 3 5/8" STRUCTION WITH ORIZONTAL & RAMING FINISH 5 I ) 'IINATED) ANEL 1/2" ENT OPAL EXISTING EACK ILLUMINATED SIGN BOX PANEL. EXISTING lr -10" HIGH "B ", 1/2" THICK TRANSLUSENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W LIG HT ILLUMINATION BACVGROU wn1GEr) Slr_Ml PAMEI METAL BASE, STAINLESS STEEL FINISH I2 I SUSPENDED PANEL INSIDE GLASS) C/W LIGHT ABOVE. EXISTING STOREFRONT TO REMAIN AS IS cc PI c°7 rn cn CO WHITE PLEXI LEI I RS TO Q RE "BEN BRIDGE jeweler since 1912" FACED WITH FINISH i 5 1/2" ALUI SIGNI INUM BO DETAIL - 4 SCALE 1 1/2"=1 =0" SMOKE URTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD T UNDERSIDE OF SLAB ABOVE, EAL)ED TIGHT, TAPED, FILLED D SANDED TO SUIT LOCAL B -LAWS & REGULATIONS. ROLL -UP GRILLE DOOR - 0 SUIT STOREFRONT DESIGN. 3/4" BLACK iNODIZED ALUMINUM CHANNEL. ALUMINUM NUN DUX FACE OF LANDLORD'S IER. ITEMISING NEUTRAL DETAIL - SCALE 1112 " =1 =0" 5 /B" THICK FIRFCODE TYPE ° X" GYPSUM BOARD ON 3 -5/8" METAL STUDS FRAMING AS REQUIRED. N 1/2" PLYWOOD BACKING AS REQUIRED. SURFACE MOUNTED (TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES FOR SIGN ILLUMINATION (CHECK & VERIFY). SEE DWG. #'s AS, A15 & 15 -2 FOR SPECIFICATIONS & DETAILS. RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER 15 GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 • • DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING REGISTERE HITECT 1 J STATE OF WASHINGTON 3408 Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verged by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site aLall times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 12/19/07 ISSUED TO CLIENT No Dab R■uleke Contractor mug vsaly all Jab dimendwne. doestegr, Male and apeolliceense and sport &Iy dleelspendee b dodgem babe proceed no with wade. Walt MI not be Matte icr any arras and wink= not imported by Dowel Cnnhaolor. DO NOT SCALE DRAWDIGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 The 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net Westfield gned Date Chocked DAU Sc ble AS NOTED Rohl p .740 9869_1D601 SI_nehas Deb oho wait 4/13/08 Drawn CADD -1 Dub December 2007 • W CADD -1 CADD -1 CADD -1 CADD -1 Drawn STOREFRONT PLAN, ELEVATIONS, SECTIONS & DETAILS Ruled 'A15 OF 21 SHEETS TM drawing not to be aced for mubmdlan mote aoarl anipned. The norm ditto dilating are the copyright alWalta darenotbbe wafted d In whole or In pert Minot the knee %whim cementdthe *WO Winne not amens nepauitt/brerynnglnutt ernes or minim. T 410.804.9381 300 BRAWN Moue F 416.304.1008 Taranto, ON w wamniLoan Canada Ik1SASR7 rare rr•rraem rm in Email ooupComm "am ow orminowNramE 5 fz 1 1 1 Z1 r31 1 C \ / \ \ // \\ / 121 \ i 0, 9•/ aviA( i/ � jrw g . \ e \ Slew • , • _ ' \ / / // / / \ \J \\ \\ 2d \ I1 1� 1 r V -D' 9' -4 1/ ®� 7' - O" 1 0 IV A I ,..4 E 21 ' 'ADA / Vir I/ PV ( - - - I " 0-,6 � / 1 ��� r — -- % jr � - l.7• in I;'- tam - r r - - - r _ EXISTING R�LL -UP GRILLE DOOR `_ F 1Z II _ Li I 1211 k1 k1 IP L A _ - NE= ..m 4/.v q OLIN CJO�C4 A 1 15 �P A � A15 NEW 3/4" ANODIZED ALUMINUM CHANNEL B FINISI I. O PO STOREFRONT BULKHEAD 6.. PLAN / SECTION A15 J SCALE: 1/4' =1' -0 1 A18 1 A17 LANDLORD' BULKHEAD SCALE: 1/4' =1' -0' 3/4 BLACK ANODIZED ALUMINUM CHANNEL FINISH. 1/4` 5 / / EQ. 7' -O" V5 1/2 — 4 1' -11 3/4" — — r 5/8" FlRECODE TYPE WALLBOARD BULKHEAD METAL STUDS CONSTRU SIM 7 NEW ROLL-UP GRILLE DOOR TO BE INSTALLED AS r MANUFACTURER'S DIRECTION AND SPECIFICATIONS (CHECK & VERIFY SITE CONDENONS), PROVIDE BLOCKING AS REQUIRED GYPSUM N 3 -5/8" NON. 2 A17 LAND ORD'S DEMISING NEUt1IAL PIER 3 NEUTRAL STRIP 16 -1 1/16" . 0) I 5/8" FlRECODE TYPE `X GYPSUM WALLBOARD BULKHEAD ON 3 -5/8' METAL STUDS I CONSTRUCTION. I 1 1 EXISTING 'BEN BRIDGE' RECESSED DISPLAY 330 CLOCK, TO REMAIN AS IS. NEW BACK ILLUMINATED SIGN BOX PANEL. NEW 1' -10" HIGH "B ", 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W LIGHT ILLUMINATION BACKGROUND HINGED SIGN PANEL. ■ ■ _ ■ ■ ■ ■ - ■ x ■ - - ■ ■ NEW ROLL -UP GRILLE DOOR STEEL FINISH 2 NEW METAL BASE, STAINLESS LANDLORD'S DEMISIMG NEUTRAL PIER CORNER DISPLAY WINDOW TO REMAIN; NEW STOREFRONT BULKHEAD & DISPLAY WINDOW @ END STOREFRONT ELEVATION 3/4" ANODIZED ALUMINUM CHANNEL BLACK FINISH. LANDLORD'S DEMISIMG NEUTRAL STRIP SCALE 1 1/2". 1 DETAIL - 2 26' -3 1/2' NEW 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) NEW SUSPENDED PANEL (INSIDE FACE OF LANDLORD'S DEMISING NEUTRAL PIER. GLASS) C/W LIGHT ABOVE. EXISTING CORNER WINDOW & CLOCK NEW STOREFRONT BULKHEAD, SIGNAGE & ISPLAY WINDOW D LEFT END TO MATCH EXISTING DESIGN & FINISHES TO REMAIN AS IS TYPICAL STOREFRONT BULKHEAD: 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH © (CHECK & VERIFY) AS REQUIRED. SIGN BOX PANELS BULKHEAD. 1' -1O HIGH OPAL WHITE PLD(IGLAS FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W UGHT ILLUMINATION BACKGROUND HINGiP SIGN PANEL SEE DWG. #'s A8 & IS -2 FOR SPECIFICATIONS & DETAILS. PROVIDE VENT HOLES INSIDE SIGN BOX FOR HEAT CIRCULATION AS REQUIRED. ILLUMINATED SIGN BOX (2 REO'D.: TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES (WARM WHITE). SIGN TO READ 'BEN BRIDGE' ,SEE DRAWING NO's. A15, A20, & 15 -2 FOR DETAILS. (CHECK & VERIFY) EXISTING 'BEN BRIDGE' RECESSED DISPLAY CLOCK TO RELIW AS IS. 18' -2 7/18 SMOKE CURTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AN SANDED TO SUIT LOCAL BY --LAWS REGULATIONS. & FXISIRNO ROLL -UP GRILLE DOOR TO REMAIN AS E. ±58' -7' EX ING STOREFRONT SIGNAGE BULKHEAD, COLUMNS & DISPLAY WINDOWS 10 RL71NN , REPAIR, MAKE GOOD AS REQUIRED 8 A15 TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" FIRECODE TYPE "X" GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZONTAL & VERTICAL WOOD FRAMING FINISH (CHECK & VERIFY) 3/4" BLACK ANODIZE ALUMINUM CHANNEL. 5 EXISTING STOREFRONT TO REMAIN STOREFRONT ELEVATION Al 5 SCALE: 1/4' =1' -0' DETAIL - 3 SCALE 11/2 " =1' -0" y- � I I I � LANDLORD'S MALL BJLKHEAD SMOKE CURTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT LOCAL BY -LAWS & REGULATIONS. 10 5 TYPICAL STOREFR COLUMN: 5/8" H GYPSUM WALLBO" METAL STUDS CO FINISH 121 C/W F VERTICAL WOOD T (CHECK & VERIF'I 1/4" THICK (ILLU HINGED SIGNAGE FINISH 20 , WITH THICK TRANSLUS( 19 I NT DECORATIVE ECODE TYPE "X" RD ON 3 5/8" STRUCTION WITH ORIZONTAL & RAMING FINISH 5 I ) 'IINATED) ANEL 1/2" ENT OPAL EXISTING EACK ILLUMINATED SIGN BOX PANEL. EXISTING lr -10" HIGH "B ", 1/2" THICK TRANSLUSENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FINISH 19 C/W LIG HT ILLUMINATION BACVGROU wn1GEr) Slr_Ml PAMEI METAL BASE, STAINLESS STEEL FINISH I2 I SUSPENDED PANEL INSIDE GLASS) C/W LIGHT ABOVE. EXISTING STOREFRONT TO REMAIN AS IS cc PI c°7 rn cn CO WHITE PLEXI LEI I RS TO Q RE "BEN BRIDGE jeweler since 1912" FACED WITH FINISH i 5 1/2" ALUI SIGNI INUM BO DETAIL - 4 SCALE 1 1/2"=1 =0" SMOKE URTAIN: 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD T UNDERSIDE OF SLAB ABOVE, EAL)ED TIGHT, TAPED, FILLED D SANDED TO SUIT LOCAL B -LAWS & REGULATIONS. ROLL -UP GRILLE DOOR - 0 SUIT STOREFRONT DESIGN. 3/4" BLACK iNODIZED ALUMINUM CHANNEL. ALUMINUM NUN DUX FACE OF LANDLORD'S IER. ITEMISING NEUTRAL DETAIL - SCALE 1112 " =1 =0" 5 /B" THICK FIRFCODE TYPE ° X" GYPSUM BOARD ON 3 -5/8" METAL STUDS FRAMING AS REQUIRED. N 1/2" PLYWOOD BACKING AS REQUIRED. SURFACE MOUNTED (TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES FOR SIGN ILLUMINATION (CHECK & VERIFY). SEE DWG. #'s AS, A15 & 15 -2 FOR SPECIFICATIONS & DETAILS. RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER 15 GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 • • DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING REGISTERE HITECT 1 J STATE OF WASHINGTON 3408 Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verged by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site aLall times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 02/14/08 ISSUED TO LANDLORD 12/19/07 ISSUED TO CLIENT No Dab R■uleke Contractor mug vsaly all Jab dimendwne. doestegr, Male and apeolliceense and sport &Iy dleelspendee b dodgem babe proceed no with wade. Walt MI not be Matte icr any arras and wink= not imported by Dowel Cnnhaolor. DO NOT SCALE DRAWDIGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 The 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net Westfield gned Date Chocked DAU Sc ble AS NOTED Rohl p .740 9869_1D601 SI_nehas Deb oho wait 4/13/08 Drawn CADD -1 Dub December 2007 • W CADD -1 CADD -1 CADD -1 CADD -1 Drawn STOREFRONT PLAN, ELEVATIONS, SECTIONS & DETAILS Ruled 'A15 OF 21 SHEETS TM drawing not to be aced for mubmdlan mote aoarl anipned. The norm ditto dilating are the copyright alWalta darenotbbe wafted d In whole or In pert Minot the knee %whim cementdthe *WO Winne not amens nepauitt/brerynnglnutt ernes or minim. T 410.804.9381 300 BRAWN Moue F 416.304.1008 Taranto, ON w wamniLoan Canada Ik1SASR7 rare rr•rraem rm in Email ooupComm x ‘■_,>_< _ _ \ \ ` r' x 1 1 i \ LANDLORD'S DEMISING NEUTRAL PIER 3/4" ANODIZED ALUMINUM CHANNEL BLACK FINISH r 9/16" THICK LAMINATED CLEAR GLASS STORE- FRONT PANELS. PROVIDE 3/4 "" X 1 1/2" HARDWARE EXTRUSIONS (ANGLES) ' STYLMARK' #110168 BRUSHED STAINLESS STEEL- 218 FINISH C/W COUNTERSUNK SCREWS AS REQUIRED AT ALL SIDES. TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA, FINISH TO MATCH FINISH NEW STRUCTURAL STEEL COLUMN, GUIDES & ROLL -UP GRILLE DOOR. TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA, FINISH TO MATCH FINISH 6" SPOT DETAIL -A SCALE: 1Z FULL SIZE u 3/4" 4 5 8" 5 3/4" SPOT DETAIL - 8 SCALE: 1/2' FULL SIZE NEW ECESSED GUIDE: EXTR DED ALUMINUM CLEA ANODIZED FINISH. SPOTDETAIL - D 3/4" 3/4" PROVIDE STRUCTURAL CLEAR SILICONE (NEAT & CLEAN) AS REQUIRED. 9/16" X 5/8" HARDWARE EXTRUSIONS (CHANNELS); 'STYLMARK # 110022 BRUSHED STAINLESS STEEL- 218 FINISH (REMOVABLE) WINDOW STOP C/W COUNTER -SUNK SCREWS FINISH TO MATCH AS REQ'D. BOTH SIDES. 1/8" 3 5/8" 17 21 (CHEC AND VERIFY) 1/4" fEVEAL PAINT BLACKIAT BOTH SIDES OF RECESSED ROLL -I UP DOOR GUIDE TO ALOW DOOR END TO FITI. TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA, FINISH TO MATCH FINISH TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA, FINISH TO MATCH FINISH 21 3 3/4" 5 5 3/4" 1/4" SPOTDETAIL - C (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4" 21 TYPICAL 1/8" REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL RAILS OR VICE VERZA, FINISH TO MATCH FINISH n Y THICK CLEAR MIRROR FACING C/W BRUSHED S/S 'J' MOULDS (TOP & BOTTOM ONLY), POLISHED ALL EXPOSED EDGES ON MIRROR MASTIC AS REQUIRED. RE iEWED FOR w e:7 7,E COMPLIANCE *vnE MAY 1 2 2008 i; Of T kw a ,1 COLUMN • GRID LINES Pas ONLY FROM) SPOTDETAIL - E RECEIVED CITY OF TUKWILA AY 01 2008 PE'. MIT CENTER TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON .3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISHI(CHECK & VERIFY) (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR SILICONE JOINTS (NEAT & CLEAN) TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH 71 C/W WOOD FRAMING FINISH 5 (CHECK & VERIFY) (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR SILICONE JOINTS (NEAT & CLEAN) CENTRE LINE OF NEW ROLL -UP GRILLE DOOR. 3/4" ANODIZED ALUMINUM CHANNEL, BLACK FINISH. SECTION THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL - 1 / B � 1/4" 5 3/4" LANDLORD'S DEMISING NEUTRAL PIER 1 /4" THICK UPSOM BOARD PANEL FABRIC WRAPPED FINISH SECTION THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL - 2 SCALE: 1 1/2' 1LIT 2' -O" A m 1/4" THICK UPSOM BOARD PANEL FABRIC WRAPPED FINISH 1771 SHOWCASE U JIT 3/4" I 26 26 C A16) ss 04/01/08 02/21/08 No. Dab DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 130 NOT SCALE DRAWNG& Tao Raw No. 740 Project 9869_ 1D611 watt streNr+ design 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net REGIS T EKED ARCS i1TECT DAVID A. UDi{ STATE OF-WASHINGTON 3408 WsLR Working Drawing Review Approved Approved as Noted El Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible For complying with all government regulations. One (1) copy of thls landlord stamped set of drawings is required to be kept on the job site , times. igned Date ISSUED TO LANDLORD ISSUED TO CLIENT Reulelon Cadmic( east vudfy d Job dlmrruiranrr dretnbp, Mali end apatariions and report any daceprower b daimon batons pmarring nib work Walt of not be Hebb for any anana and cordons not reported by Caner/ oainolor. BE N BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTFICENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOREFRONT PLAN DETAILS 4/13/08 Drawn CADD -1 Dab JANUARY 2007 C DAU Soda AS NOTED Worm Dab • W • • • CADD -1 CADD -1 D rawn 'A16 OF 21 SHEETS Thla dntwir0 not b bo read for coniructal unit aaadlreped. The as tone al Mb draft art Oa oopyriatdWritand as n atb be Iapodnarsd In whole a i'1 pert want the emu orlon aural Ms aopyrla4ever. Wad wit notammo Inpond Illyforar4l nigger «IOw arconalas. T 418.3134.9384 SOO MMus/ Amin F 4164104.10013 TOronMD, ON W wslnd.axn Canada MM 3R7 ore k n rt .r Din manpr my LANDLORD'S MALL BULKHEAD. 3/4" BLACK ANODIZED ALUMINUM CHANNEL FINISH 3/4" THICK WOOD, STAIN FINISH PANEL FINISH ® MOON 5/8" THICK FIRECODE TY GYPSUM WALLBOARD. DETAIL- A SCALE: 3 1 LANDLORD'S MALL BULKHEAD. • iirr-• A Ar ,41, Ak 1, %J /J /it 3/4" THICK WOOD BROWN MATCH FINISH n AII 4.1 � l I 4 /1 .1 HEAVY DUTY (CONTINUOUS) PIANO HINGE BLACK FINISH. HINGED SIGN PANEL ILLUMINATED SIGNAGE (B BRIDGE jeweler) SEE NO. IS -2 FOR DETAIL .. • G SURFACE Me NTED (TOP & BOTTOM) ►OJT . E TUBE FLUORE ' i • FIXTURES FOR SIGN LUMI AT I (CHECK & VERIFY). S • #'s A6, A15 & IS -2 FOR •r CIFICATIONS & DETAILS. DETAIL- 8 SCALE: r' =1 INTERIOR: PAINTED SATIN WHITE TO MAXIMIZE INTERNAL REFLECTION. irt I.. j AA I N_m ROLLER G ILLE HOUSING WITH I ! OPERATOR. CONTRA t' MUST PROVIDE & INSTALL BATTERY BACK —UP (CHECK & VERIFY) LANDLORD'S MALL STOREFRONT BULKHEAD 5/8" THICK GYPSUM BOARD TYPE 'X' FIRECODE, PAINT FINISH TO MATCH LANDLORD'S CEILING FINISH 3/4" BLACK ANODIZED ALUMINUM CHANNEL FINISH LEASE LINE SUSPENDED PANELS C/W 'STYLMARK'20 METAL "H" SECTIONS 110014 ((0 FRONTS & TOP); "C" CHANNELS 110577 (0 BOTTOM & SIDES), STAINLESS STEEL BRUSHED FINISH 218. PROVIDE HARDWOOD FRAMING C/W HARDWOOD BED CLEATS ABOVE AS REQUIRED. SURFACE MOUNTED (2 —ROWS) DOUBLE TUBE FLUORESCENT FIXTURES TO ILLUMINATE PANELS @ FRONT & BACK (CHECK & VERIFY). SEE DWG. #'s A6 & A15 FOR SPECIFICATIONS & DETAILS. SLIDING FINISH 20 © BACK (TOP ELEVATION) WITH RECESSED CHANNELS TOP & BOTTOM AS REQUIRED. SUSPENDED GRID LOW VOLTAGE ADJUSTABLE LIGHTING (CHECK & VERIFY). SEE DWG. # A6 FOR QUANTITY & SPECIFICATIONS. 1/4" THICK UPSOM BOARD PANEL FABRIC WRAPPED FINISH 17 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANELS STORAGE CABINET: PROVIDE A 3/4" THICK MELAMINE DIVIDER (TYPICAL) ON EACH OF THE STORAGE CABINET UNDER STOREFRONT DISPLAY WINDOW AS REQUIRED C/W 3/4" THICK MELAMINE ADJUSTABLE SHELF FINISH 24 WITH I —ML. PVC EDGE BANDING ON 'KNAPE & VOGT' METAL STANDARDS & CLIPS AS REQUIRED. 5/8" THICK GYPSUM WALLBOARD ON 2 1/2" METAL STUDS CONSTRUCTION FACED WITH FINISH 21 C/W WOOD FRAMING FINISH 5 (CHECK & VERIFY). STOREFRONT METAL BASE: 'STYLMARK' BRUSHED STAINLESS STEEL 5510 FINISHU SECTION -1 SCALE W4 A 17 -d- r) N N U) EXISTING LANDLORD "S BULKHEAD STRUCTURE. VERIFY ON SITE ALL SITE CONDITIONS AND REPORT ANY DESCREPANCIES OBSTRUCTING DESIGN INTENT AS OUTLINED. 7/ PROVIDE DIAGONAL METAL STUDS, 20 ALL WORKS TO BY —LAWS AND R 3 -5/8" METAL STU 16" O.C. C/W TRAC UNDERSIDE OF DEC MEMBER. USE TWO & PINS ICBO #238 1 /2" PENETRATION WORKS ARE TO CO BUILDING BYLAWS A DECK, USE POWDER, ACTUATED SHOTS RACING 3 -5/8" UGE © 48" O.C. Y WITH LOCAL IONS S 20 GAUGE AT MOUNTED TO , SLAB OR STEEL 8 SCREWS IF TO OR 1290, TWO F TO STEEL. ALL PLY WITH LOCAL D REGULATIONS. PROVIDE VENT HOLES WHERE REQUIRED FOR HEAT CIRCULATION. 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD CEILING C/W METAL STUDS CONSTRUCTION AS REQ'D PAINT FINISH 12 TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISHI21 C/W WOOD FRAMING FINISHU(CHECK & VERIFY) (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS — POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). 'STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4" THICK MDF SLIDING DOORS FINISH ci ,DOORS TO HAVE 'STYLMARK' # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK #110079 & WHEELS /RETAINERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 —SATIN BLACK FINISH. HEAVY DUTY (CONTINUOUS) PIANO HINGE, BLACK FINIS LANDLORD'S MALL CEILING. & DETAILS. SIMILAR DETAIL STOREFRONT LEASE LINE I ILLUMINATED SIGN (BEN BRIDGE je Ier) SEE DWG. NO's. AS IS -2 FOR SPECIFICATIONS CLOSURE LINE: ROLL UP DOOR SEE DWG. No. A8 FOR NOTATIONS. FOR KEY SWITCH: SEE �+ DRAWING No's A8, A19 A18 & E101 FOR LOCATION and NOTATIONS. ,E4 i■ A I..W414 2' -1 4'--11 3/4" SIMILAR DETAIL SIMILAR DETAIL 4' -0" PROVIDE OLE (WHERE REQUIRED) EMERGENCY PULL RELEASE (NO CHAIN) FtIR ROLL —UP DOOR HOUSED INSIDE RECESSED FIRE SPRINKLE RING (ESCUTCHEON) RING TO v1ATCH CEILING FINISH SECTION - SCALE Y4 ROLLER GRILLE HOUSING WITH MOTOR OPERATOR. CONTRACTOR MUST PROVIDE & INSTALL BATTERY BACK —UP (CHECK VERIFY) 0 SEE SECTION '3' (THIS DWG.) FOR SAME NOTATIONS. SECTION -3 SCALE: 84'•1 COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 REVIEWED FOR COMP e E Ci Ur 11h(0 t''OL MAY 12 2g RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER ®® Pa k Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only, All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site , times. DO NOT SCALE DRAWINGS. Rem ND. 740 9869_ 1D622 011wa� I:302°N, DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net r� 3408 REGISTERED 1 ARCHIT CT I bI w YID A STATE OF WASH GTON 3 esifieki i gned Date 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO LANDLORD 02/14/08 ISSUED TO LANDLORD 02/11/08 ISSUED TO CLIENT No. Di Revision Calandra nest Inlay ail jab dtiuradona, daaastpe. darn and apsalffaellans and repot any d aarga ales to deaams before praceedrip w>th wodc Walt wM not bs IMbis liar am snag sad omissions not rspodsd by Gonad Crdtader. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 STOREFRONT SECTIONS & DETAILS Thiw l CADD -1 Die December 2007 Chided DAU &de AS NOTED Stp bee Deb T11Is arming not b be reed for censthdon lain! eoudsaltine 1. The aadads dills *waft Cis t h e no oled dWalt and us nab be moraditoad In sable at In pat darnel be mass wain mr■arttddia copyright cram W a l t el not dawns laspeelbilly foram AS U t anors ar arnlealoria T 4111.354,9384 F 4111384.1086 w wadb5.corri 4/13/08 W • • CADD -1 CADD -1 CARD -1 CADD -1 Drmwn "A17 OF 21 SHEETS 300 tlayvlewAmu, Tomb, ON Cried.IASA CRT ire Montrarani kn. an Saar Group COMM/ COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 SECTION -1 SCALE: sarsitr TYPICAL STOREFRONT DECORATIVE COLUMN: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH ©(CHECK & VERIFY) HARDWOO CLADDING: POLISHED DETAIL- A AYE T•IW TYPICAL STOREFRONT DECORATIVE COLU THICK TYPE "X" WALLBOARD P METAL STU' FACED WIT WOOD FR (CHECK : 5/8" GYPSUM 3 5/8" CONSTRUCTION FINISH ®C W MING FINISH EV VERIFY) K WOOD, BROWN SH 3/4" TH STAIN Fl STOREFRONT BOTTOM RUNN RAMSET POWER ANCHOR PINS, ICB #2388 OR 1290 @ 24 0. C.. DETAIL- D SCALE: sim BASE C/W METAL TAINLESS STEEL ISH P1 PANEL FINISH ® MOUNTED T 5/8" THICK F1RECODE GYPSUM WALLBOARD DETAIL- E TYPICAL DECO 5/8" GYP 3 TYPICAL STO DECORATIV 5/8" T GYPS 3 BOTT RAMSET ANCHOR P #2388 OR 129 0. C.. DETAIL- B SCALE: rar-tr REFRONT VE COLUMN: ICK TYPE "X" UM WALLBOARD 0 /8" METAL STUDS NSTRUCTION. (CHECK VERIFY) DETAIL- G SCALE: > .,e ONT COLUMN: CK TYPE "X" WALLBOARD 0 /8" METAL STUDS STRUCTION. (CHECK VERIFY) DETAIL- F OVERH DOOR RECESS (FLUSH 'BEST LO 1W7-H4 34 1/2" FRAME (BO WOOD BAND), STAINLESS ST D KEY SWITH OUNTED) BY KS' NO DETAIL- c SCALE: T•IV .i COMPLIANCF M'( 1 2 200$ I RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER r)..A1.3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING REG:SIERL 1. � 1 CHiTEf It � I DAVID A. UD. {O STATE OF WASHINGTON 3408 W Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site atli times. 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT 12/19/07 ISSUED TO CLIENT Na Dote Mahlon COMrector must vsi fy r job d111111rPam dreams, deals ad apea10aa0arns and report any dlsarependw to deepen; bare proceeding with wo Wet tenor not be Ws tir eery more and a niselans not reported by Gerard oornh.mr. DO NOT SCALE DRAWVl TI 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net gned Date BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 4/13/08 STOREFRONT SECTIONS & DETAILS D awn CADD -1 We December 2007 Chedad DAU Sale AS NOTED Rate No. 740 Project 9869_ 1D622 Die olewatt • W • • • CADD -1 CADD -1 CADD -1 Drawn 'A18 OF 21 SHEETS 7lre drawing not to be used far oanMnda► ii oonntewlgled The mama of this awing as the cep/right of Wet end are nab be reproduced In whole or In pert Taxa the wan Min caned d du aapydOht gam Watt all not matins mepanikill fir any m Rent ernes or ankeihre. T 410.304.9394 80013eyvmvAvenue F 416.354.1008 Tomb, ON W va ttln5.oan Conned' PAM 3R7 wlMt Mennreamrrrs an enrar Orals Ostastf 1/4" THICK UPSOM BOARD PANEL FABRIC WRAPPED 21 '7 1 UU H '' I 1/4" THICK UPSOM 21 BOARD PANEL FINISH 117j FABRIC WRAPPED FINISH 17 \ \ ` I l- PANEL FINISH IN MOUNTED TO 5/8" THICK FIRECODE TYPE "X" GYPSUM WALLBOARD. 5/8" THICK GYPSUM BOARD TYPE 'X' FIRECODE ON 3 -5/8" METAL STUDS FRAMING; TAPED, FILLED & SANDED AS REQUIRED. 3/4" THICK WOOD, BROWN MATCH WITH WHITE WASH FINISH LEASE LINE 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANELS PROVIDE 3/4 "" X 1 1/2" HARDWARE EXTRUSIONS (ANGLES) ' STYLMARK' #110168 BRUSHED STAINLESS STEEL- 218 FINISH C/W COUNTERSUNK SCREWS AS REQUIRED AT ALL SIDES. TYPICAL STOREFRONT DECORATIVE WALL: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 2 1/2" METAL STUDS CONSTRUCTION FACED WITH FINISH RI C/W WOOD FRAMING FINISH © (CHECK & VERIFY) TYPICAL STOREFRONT DECORATIVE WALL: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 2 1/2" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH' 5 (CHECK & VERIFY) STOREFRONT METAL BASE: STAINLESS_, STEEL BRUSHED FINISH I 'CLAD & BEND @ TOP UNTO HARWOOD BLOCKING ( FIRETREATED) AS REQUIRED BOTTOM RUNNER WITH RAMSET POWER DRIVEN ANCHOR PINS, ICBO #2388 OR 1290 © 24" 0. C.. 21 N u7 21 3 /4" DETAIL A SCALE: % FULL SIZE DETAIL D SCALE: % FULL SIZE 3/4" DETAIL F SCALE: % FULL SIZE SOLID WOOD BAND FINISH 21 9/16" X 5/8" HARDWARE EXTRUSIONS (CHANNELS); ' STYLMARK # 110022 BRUSHED STAINLESS STEEL- 218 FINISH (REMOVABLE) WINDOW STOP C/W COUNTER-SUNK SCREWS FINISH TO MATCH AS REQ'D. BOTH SIDES. PROVIDE HARDWOOD (FIRETREATED) BLOCKING AS REQUIRED. SURFACE MOUNTED (2 -ROWS) DOUBLE TUBE FLUORESCENT FIXTURES TO ILLUMINATE PANELS © FRONT & BACK (CHECK & VERIFY). SEE DWG. #'s A6 & A15 FOR SPECIFICATIONS & DETAILS. SUSPENDED PANELS FINISH 20 C/W ' STYLMARK' METAL "H" CANNELS 110014, STAINLESS STEEL BRUSHED FINISH 218 (C© FRONTS & TOP), PROVIDE HARDWOOD FRAMING C/W HARDWOOD BED CLEATS AS REQUIRED. DETAIL 8 SCALE: % FULL SIZE 30 30 2 1/2" DETAIL C SCALE: 1 FULL SIZE DETAIL E SCALE: V FULL SIZE 30 12 PROVIDE VENT HOLES WHERE REQUIRED FOR HEAT CIRCULATION. 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD CEILING C/W METAL STUDS CONSTf ION AS REQ'D PAINT FINISH SLIDING PANELS FINISH 20 © BACK (TOP ELEVATION) WITH 'STYLMARK' TRACK HEADERS 110008 @ TOP & 110007 © BOTTOM; BRUSHED STAINLESS STEEL FINISH 218. SLIDING PANELS FINISH 20 @ BACK (TOP ELEVATION) WITH ' STYLMARK' TRACK HEADERS 110008 @ TOP & 110007 @ BOTTOM; BRUSHED STAINLESS STEEL FINISH 218. (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4" THICK , BROWN MATCH FINISH5 3/4" T MDF SLIDING DOORS FINISH 4 ,DOORS TO HAVE ' STYLMARK' # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK #110079 & WHEELS /RETAINERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 -SATIN BLACK FINISH. DETAIL G SCALE: % FULL SIZE N I BA WIN 26 3/4" T MDF SLIDING DOORS FINISH �4 ,DOORS TO HAVE ' STYLMARK # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK #110079 co & WHEELS /RETAINERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 -SATIN BLACK FINISH. CK OF STOREFRONT DISPLAY DOW: HARWOOD BASE FINISH AS REQUIRED. - REVIEWED FOR r'n f E COMPLY ., C,t a MAY l 2 200B C J/ OT ljAr �y n o n, � cf a ; irtm RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER ®e DALE DAVID A. UDKO ARCH TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWIIdS. 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net DAVID A, IJOKOW STATE OF WASH 3408 RE T� I ; ` i iTTEC � Ar Elie Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy dills landlord stamped set of drawings is required to be kept on the job site at a times. igned Date 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT Na. Di Brion Cadraalor oust vitrify d Job diniso, dlteelnpsr dials ad apsaMargorr end repot ww doorapendss b dodgy= lobo proaHdIng nth work Welt will not to kW ix ow was out aniaalarra not ropabd by Omni Co lmolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Tillie STOREFRONT WINDOW DETAILS D rsrm CADD -1 Dals JANUARY 2007 Ciudad DAU So AS NOTED Roo Na. 740 9869_ ID631 *watt 4/13/08 • W • • • CADD -1 CADD -1 Drirmi Priot Drsslfq A19 OF 21 SHEETS Tills intro not b be used for aorsbrdon un■ conoterioned. The mils gni drawing ors Ito aopyrIgfItdWaltmd ono not to to nprodrrosrl In whole or In pot wl tin aim wirrMlrrr owsint alto oopyrld# owner. Wiling not wi ingtonibillyfor ow roapud snare or online. T 410.8 4.384 800 Bnyvlerr F 410.844.10111 Tonalto, ON w wemnuaan C.rred. M 3R7 wire rareraro, anwow amp Calm 21 '7 1 H '' I 1/4" THICK UPSOM 21 BOARD PANEL FABRIC WRAPPED FINISH 17 \ I l- PANEL FINISH IN MOUNTED TO 5/8" THICK FIRECODE TYPE "X" GYPSUM WALLBOARD. 5/8" THICK GYPSUM BOARD TYPE 'X' FIRECODE ON 3 -5/8" METAL STUDS FRAMING; TAPED, FILLED & SANDED AS REQUIRED. 3/4" THICK WOOD, BROWN MATCH WITH WHITE WASH FINISH LEASE LINE 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANELS PROVIDE 3/4 "" X 1 1/2" HARDWARE EXTRUSIONS (ANGLES) ' STYLMARK' #110168 BRUSHED STAINLESS STEEL- 218 FINISH C/W COUNTERSUNK SCREWS AS REQUIRED AT ALL SIDES. TYPICAL STOREFRONT DECORATIVE WALL: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 2 1/2" METAL STUDS CONSTRUCTION FACED WITH FINISH RI C/W WOOD FRAMING FINISH © (CHECK & VERIFY) TYPICAL STOREFRONT DECORATIVE WALL: 5/8" THICK TYPE "X" GYPSUM WALLBOARD ON 2 1/2" METAL STUDS CONSTRUCTION FACED WITH FINISH ® C/W WOOD FRAMING FINISH' 5 (CHECK & VERIFY) STOREFRONT METAL BASE: STAINLESS_, STEEL BRUSHED FINISH I 'CLAD & BEND @ TOP UNTO HARWOOD BLOCKING ( FIRETREATED) AS REQUIRED BOTTOM RUNNER WITH RAMSET POWER DRIVEN ANCHOR PINS, ICBO #2388 OR 1290 © 24" 0. C.. 21 N u7 21 3 /4" DETAIL A SCALE: % FULL SIZE DETAIL D SCALE: % FULL SIZE 3/4" DETAIL F SCALE: % FULL SIZE SOLID WOOD BAND FINISH 21 9/16" X 5/8" HARDWARE EXTRUSIONS (CHANNELS); ' STYLMARK # 110022 BRUSHED STAINLESS STEEL- 218 FINISH (REMOVABLE) WINDOW STOP C/W COUNTER-SUNK SCREWS FINISH TO MATCH AS REQ'D. BOTH SIDES. PROVIDE HARDWOOD (FIRETREATED) BLOCKING AS REQUIRED. SURFACE MOUNTED (2 -ROWS) DOUBLE TUBE FLUORESCENT FIXTURES TO ILLUMINATE PANELS © FRONT & BACK (CHECK & VERIFY). SEE DWG. #'s A6 & A15 FOR SPECIFICATIONS & DETAILS. SUSPENDED PANELS FINISH 20 C/W ' STYLMARK' METAL "H" CANNELS 110014, STAINLESS STEEL BRUSHED FINISH 218 (C© FRONTS & TOP), PROVIDE HARDWOOD FRAMING C/W HARDWOOD BED CLEATS AS REQUIRED. DETAIL 8 SCALE: % FULL SIZE 30 30 2 1/2" DETAIL C SCALE: 1 FULL SIZE DETAIL E SCALE: V FULL SIZE 30 12 PROVIDE VENT HOLES WHERE REQUIRED FOR HEAT CIRCULATION. 5/8" THICK FIRECODE TYPE 'X' GYPSUM BOARD CEILING C/W METAL STUDS CONSTf ION AS REQ'D PAINT FINISH SLIDING PANELS FINISH 20 © BACK (TOP ELEVATION) WITH 'STYLMARK' TRACK HEADERS 110008 @ TOP & 110007 © BOTTOM; BRUSHED STAINLESS STEEL FINISH 218. SLIDING PANELS FINISH 20 @ BACK (TOP ELEVATION) WITH ' STYLMARK' TRACK HEADERS 110008 @ TOP & 110007 @ BOTTOM; BRUSHED STAINLESS STEEL FINISH 218. (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4" THICK LAMINATED CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH #110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). ' STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4" THICK , BROWN MATCH FINISH5 3/4" T MDF SLIDING DOORS FINISH 4 ,DOORS TO HAVE ' STYLMARK' # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK #110079 & WHEELS /RETAINERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 -SATIN BLACK FINISH. DETAIL G SCALE: % FULL SIZE N I BA WIN 26 3/4" T MDF SLIDING DOORS FINISH �4 ,DOORS TO HAVE ' STYLMARK # 610060 DOOR ASSEMBLY C/W TOP CHANNEL #110080, BOTTOM TRACK #110079 co & WHEELS /RETAINERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL EXTRUSIONS TO BE #023 -SATIN BLACK FINISH. CK OF STOREFRONT DISPLAY DOW: HARWOOD BASE FINISH AS REQUIRED. - REVIEWED FOR r'n f E COMPLY ., C,t a MAY l 2 200B C J/ OT ljAr �y n o n, � cf a ; irtm RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER ®e DALE DAVID A. UDKO ARCH TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWIIdS. 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net DAVID A, IJOKOW STATE OF WASH 3408 RE T� I ; ` i iTTEC � Ar Elie Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy dills landlord stamped set of drawings is required to be kept on the job site at a times. igned Date 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT Na. Di Brion Cadraalor oust vitrify d Job diniso, dlteelnpsr dials ad apsaMargorr end repot ww doorapendss b dodgy= lobo proaHdIng nth work Welt will not to kW ix ow was out aniaalarra not ropabd by Omni Co lmolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Tillie STOREFRONT WINDOW DETAILS D rsrm CADD -1 Dals JANUARY 2007 Ciudad DAU So AS NOTED Roo Na. 740 9869_ ID631 *watt 4/13/08 • W • • • CADD -1 CADD -1 Drirmi Priot Drsslfq A19 OF 21 SHEETS Tills intro not b be used for aorsbrdon un■ conoterioned. The mils gni drawing ors Ito aopyrIgfItdWaltmd ono not to to nprodrrosrl In whole or In pot wl tin aim wirrMlrrr owsint alto oopyrld# owner. Wiling not wi ingtonibillyfor ow roapud snare or online. T 410.8 4.384 800 Bnyvlerr F 410.844.10111 Tonalto, ON w wemnuaan C.rred. M 3R7 wire rareraro, anwow amp Calm PICTURE FRAMES: ITEM No.. TYPICAL ELEVATION - 1 SCALE: l' ro 5 [21 uu 21 21 26 EQ. 9 5 9 26 11x14 3 A20 DIAMONDS 2 5/8" 2' -7 3/4" 10 3/4" 143 11 x 14 5x7 5x7 HISTORICAL PICTURES, PORTRAITS, AND CERTIFICATES FRAMES 28 PICTURE FRAME: ITEM No.. TYPICAL ELEVATION - 2 SCALE: I'm 1 EQ. uu FACE OF 1Y FRAMES FINI DISPLAY PI BACKGROUN WHITE DISPLAY PICTURE SANDWICHED IN B BACKGROUND & BACKIN (N.I.C.) AS SHOWN DOTTED LINES. 5/8" FIRECODE TYPE GYPSUM WALLBOARD DROPPED CEILING C/W METAL STUDS AS REQUIRED PAINT FINISH 12 FACE OF TYPICAL PICTJRE FRAMES FINISH 28 DISPLAY PICTURE SANEWICHED IN BETWEEN BACKGROUND & BACKING (N.I.C.) AS SHOWN - DOTTED LINES. N DISPLAY PICTURE BACKGROUND, COLOUR: WHITE DETAIL- A SCALE: 3 "= 1 -0" N LO C." X op rte] u7 N X 5 X 1 SECTION - 3 A R.EV .EWE °R r ,�.. ,E COMPLIANCE PO E MAY 12 2008 Cc OT Tukwdyaa .v. RECEIVED CITY OF TUKWILA MAY 01 1008 PERMIT CENTER Project DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING , ilikt . - GI TERED 1 r`Ci ll I I . DAVID A. UDK STATE OF WASHINGTON Working Drawing Review Approved Approved as Noted 0 Resubmit These drawings have been reviewed for general design Intent only All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site atoll ttimes. 04/01/08 02/21/08 No. Deis DO NOT SCALE DRAWNG& mug N .740 9869_ 1D623 010 wait 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net eseekt ISSUED TO LANDLORD ISSUED TO CLIENT Revidon BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Sloshes oar signed Date Chsclud DAU Mob AS NOTED 4/13/08 Corbaobr neat redly e6 job dramatis, dlaeling% dill and spadlloetlans and report eery dberepanoies b deem bins proceeding with work Walt will not bs hale for ow mo s and ornbelans not repelled by General Conbuder. Drawn C4DD -1 De JANUARY 2007 • W CADD -1 CADD -1 Elmmi PICTURE FRAMES ELEVATIONS & DETAILS 'A20 OF 21 SHEETS Tli drawing not b be reed ler a mindon tea a inter laded The called' dOi drawing are the copydgld Wit end as not be reproduced In whole or in pot without the cop= "AM caaalt dire copyright owns: Wait wit not ammo reepaell>U► for agr admit wore ar=MMaa. T 416.304.9884 SOOBeyrkwAvows F 416204.1088 Tomb, ON w wmn0.cam Cords MBA MT Witeearaeahal strawy armnCinsp•er COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 mom... t...r ... ......... ' 3: - F� :I ;.: :7 �i� � ?, ��� .8�, k� Y -ti= \ %* ��:���:. tie ASSEMBLY ti ti NOT REMOREO TO EXTEND ABOVE TENANT L -i >. X�ti .:x •ti : ki \ � �. h2 .,mot ]M, C• E ! " ? :' , Y } L Q ,• • -� : '-`• c: ~" `• ••`, •' by : •-a* w .�•, ti "� n f'5i•. • •kr. xa 3 : : 3c i.• b:• e, >`�c. e. Acc.rmunri kg: , . SCALE: 1/2" = 1' -0" • ti�'iy\ a� •Ca\a,«,aaaa„aa..aa.,aaaaaaa f DETAIL SECTION -1 • TEN HR TENANT E€MISING. PA UL, .. U465 ` `: ON ( • \ \\ \ \\\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \. . \\\V, \ \\ U\ 1 \ \ \V, \ \ \\1 \`.4`\1\\ \\`4 ,•.. - 4) • R SEW F a�'° E cOMP9. .1Pz r j Y'� Gs T 2 208B tA _ Of � r riS O ' RECEIVED CITY OF TUKWILA MAY 01 Z008 PERMIT CENTER • • DO NOT SCALE DRAWINGS. Title Retail No.740 1DAi �T DAVID A. UDK ARCHITECT TENANT IUPROVEIIiMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ 85259 480 614 -3385 bus 480 614 -0209 fax email: davidaudkow@cox.net 3408 GIST ER R Z,, RCMF CJ" 0 A. U01:0 STATE OF WASHINGTON . \ Working Draw €ntg, Review 0 Approved Approved as Noted Resubmft These drawings have been reviewed for general design inient only. Ail actual field conditions are required to be verified by the Tenant's Architect ardlar Contractor. Tenant Is responsible for complying With all government reguletlat1:1. One (I) copy, of this landlord stamped set of drawings is required to be Kept on the job site t l°. times. Signed Gate 04101/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT No. Date Revision Contractor must verify all job dimensions, drawings, details and specifications and report any discrepancies to designers before proceeding with work. Watt will not be liable for any errors and omissions not reported by General Contractor, Project BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 1 HR. TENANT DEMISING PARTITION (TYPICAL) Drawn CADD - Date MARCH 2008 Checked DAU Scale AS NOTED Project Drawing 9869_I0624 Signature Date olio watt Watt International Inc. T 416.364.9384 F 416.364.1098 W wattintl.com 4113108 W • ■ CADD -1 CADD -1 Drawn an Envoy Group Company 0 U) 0 U) D a E a) 0 0 a) L 4—. A21 � L OF 21 SHEETS o This drawing not to be used for construction until countersigned. U I The contents of this drawing are the copyright of Watt and are not to be reproduced in whole or in part without the express written consent of the , th copyright owner. Watt will not assume responsibility for any negligent N errors or omissions. U / . a a 300 Bayview Avenue Toronto, ON Canada M5A 3R7 / 0 W J LLi 1 F1 OPEN BELOW r- 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH Lid C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 29— SCALE 1' = 1'0 TYPICAL STAND-UP SITDOWN FRONT ELEVATION - SHOWCASE DETAILS NEW lam I 101 to - 12i @ Cents tad NEW: Item No's. to © Perimeter Wall EXISTING: Item No 201 to 7 Perimeter Wall (Re- located) EXISTING: Item No's to l l @ Perimeter Wall & Centre Island (to Remain) 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. VARIES 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS ULU TO GLASS AS POSSIBLE 4 ■ r - - -� � I \ I 2 F1 1' -3" J< 6 " LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 1/4" FABRIC WRAPPED PAD OVER 3/4" PLYWOOD BASE. FINISH [17 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 29 I4 29 VARIES 1 - 10" PROVIDE FELT TO MATCH RAIL FINISH 2" F ) SIT- DOIW.l SHOWCASES SCALE: S' =1'-0' DETAIL SECTION -1 EXISTING: Item No's. @ to CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLEMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN DOTTED LINES -I MOUNTED BELOW STAND-UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E10 ▪ FOR LOCATION. J B SIMILAR DETAIL F3 1 1/2" SIT- DOW\ SHOWCASES BESIDE CASH & WRAP COU \TER ARE TC BE USED AS HA \D CAP TRA\ SACTI O \ - SEE D RAWI \ G \o's. A8 & AS FOR \OTATIONS. 26 4 2 Fl 29 STAINLESS STEEL SATIN FINISH [ ANGLE TOP MOUNT jj TO SOLID WOOD TOP. 1 /4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) B F3 3' -O" GATE 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLUSt TO GLASS AS POSSIBLE 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1 /8" X 1 /8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 3 1/2" HIGH BASE FINISH 12q 4 r> 4 � 2 F1 9 2" 15/16" LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 4 29" 1' -3" X 6" x VARIES 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HARDWOOD FRAMINGS AS REQUIRED FACED WITH VENEER FINISHu C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 4 1/4" FABRIC WRAPPED PAD FINISH al OVER 3/4" PLYWOOD BASE. I ` FINISH - , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1 - 10" CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD SHELF (TYP) FACE OF RECESSED ELECTRICAL DUPLEX OUTLET. PROVIDE FELT TO MATCH RAIL FINISH Fi 0 B Fl OPEN BELO STAND -UP SHOWCASES SCALE: 3 ' •1'-0' DETAIL SECTION - 2 NEW Item No's. fJ to @ Perimeter Wall EXISTING : Item No's. 2a1 to Q @ Perimeter Wall 2 1/2" SCALE: 1 " =1'-0" TYPICAL STAND -UP & SIT DOWN BACK ELEVATION - SHOWCASE DETAILS NEW Item No's. co r- 0 N N n 126 pir air 0 A Are STAINLESS STEEL SATIN FINISH 8 ANGLE TOP MOUNT TO SOLID WOOD TOP. 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. I FINISH 1 Fl 4' OPEN BELOW 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) Centre Island MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND QONCEALED HINGES, FINISH [4 . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) STAINLESS STEEL SATIN FINISHuANGLE TOP MOUNTED TO SOLID WOOD TOP. / T3' -2 (OR VARIES) >C NEW: Item No's. fJ to fJ @ Perimeter Wall EXISTING: Item No's. 201 to O7 @ Perimeter Wall (Re- lasted) EXISTING: Item Not 30i to 10 @ Perimeter Wall & Centre Island (to Remain) 26 3 /4"THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1/8" X 1/8" R PLACED AS SHO MATCH FINISH 4 PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME 2 FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SHDE. Fl FOLDED BACK ELEVATION U y DETAIL SECTION -A DETAIL PLAN - B ±2' -r' (OR VARIES) RECESSED, BASE KICK. FINISH 3/8" TIII <. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 26 1/4" FABRIC WRAPPED PAD OVER 3 4" PLYWOOD BASE. FINISH 11 7 , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. RFIEWEDFOR COMPLIANCE ,! F SAY 12 no W'°/ Of 1Uk ;1a8 RECEIVED CITY OF TUKVVILA MAY 01 2008 PERMIT CENTER 04/01/08 02/21/08 No. De o r ILA& 3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWINGS. TM, 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowigcox.net 3408 • REGISTERED P,RCI�ITEC OI AVIDA.UDK iN STATE OF WASHINGTON Working Drawing Review App roved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times, igned Date ISSUED TO LANDLORD ISSUED TO CLIENT McAdoo Cantrmolor mud wiry id Job dmhmlan% dart., data end apoaitaatlorrs and report any dloonperrdos b daimon below preening with work w t sill not be Mb Ix arg anasard anlsofarfs not raparird by Ourrrsl Caniaolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & SIT -DOWN DETAIL SECTION Drawn CADD -1 Dab JANUARY 2007 ch.d DAU Sad. AS NOTED RnOO Na 740 Diming 9869_ 1M701 Wuhan Dab o le watt 4/13/08 F 1 • W • • • CADD -1 CARD -1 Drawn OF 3 SHEETS This drawing not b be used for oanobuaton id mmlerelgtlad. 11w oxide alfds dinning ow Sus aopyflglt Wit =I ens natb In npwdrad In wiholo or In part without the mom w in mud orbs copyright manor. wall oil not mums nopanI Ir prawn um or alai o= T 410.804.9314 800 Divots'', Avenue F 416.314.1099 Tonne, ON w wsltlnWLaom Canada MBA 3R7 waaieat.iselila at Raw Oat4Cmpo11 N N 5 \ � r � ' u X 209 �'-_ 'w �- _-CFO EXISTING & NEW 'ISLAND' ELEVATIO ...7 RE- LIICATED GA FINI , ` 7 J GATE RE -USE : SEE FRONT DRAWING F2 HES. ATE `• -. > /' .IJa . I -1.W.11111 so me 1' -3" \,_ 6" VARIES tl 1 F1 OPEN BELOW r- 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH Lid C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 29— SCALE 1' = 1'0 TYPICAL STAND-UP SITDOWN FRONT ELEVATION - SHOWCASE DETAILS NEW lam I 101 to - 12i @ Cents tad NEW: Item No's. to © Perimeter Wall EXISTING: Item No 201 to 7 Perimeter Wall (Re- located) EXISTING: Item No's to l l @ Perimeter Wall & Centre Island (to Remain) 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. VARIES 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS ULU TO GLASS AS POSSIBLE 4 ■ r - - -� � I \ I 2 F1 1' -3" J< 6 " LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 1/4" FABRIC WRAPPED PAD OVER 3/4" PLYWOOD BASE. FINISH [17 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 29 I4 29 VARIES 1 - 10" PROVIDE FELT TO MATCH RAIL FINISH 2" F ) SIT- DOIW.l SHOWCASES SCALE: S' =1'-0' DETAIL SECTION -1 EXISTING: Item No's. @ to CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLEMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN DOTTED LINES -I MOUNTED BELOW STAND-UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E10 ▪ FOR LOCATION. J B SIMILAR DETAIL F3 1 1/2" SIT- DOW\ SHOWCASES BESIDE CASH & WRAP COU \TER ARE TC BE USED AS HA \D CAP TRA\ SACTI O \ - SEE D RAWI \ G \o's. A8 & AS FOR \OTATIONS. 26 4 2 Fl 29 STAINLESS STEEL SATIN FINISH [ ANGLE TOP MOUNT jj TO SOLID WOOD TOP. 1 /4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) B F3 3' -O" GATE 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLUSt TO GLASS AS POSSIBLE 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1 /8" X 1 /8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 3 1/2" HIGH BASE FINISH 12q 4 r> 4 � 2 F1 9 2" 15/16" LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 4 29" 1' -3" X 6" x VARIES 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HARDWOOD FRAMINGS AS REQUIRED FACED WITH VENEER FINISHu C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 4 1/4" FABRIC WRAPPED PAD FINISH al OVER 3/4" PLYWOOD BASE. I ` FINISH - , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1 - 10" CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD SHELF (TYP) FACE OF RECESSED ELECTRICAL DUPLEX OUTLET. PROVIDE FELT TO MATCH RAIL FINISH Fi 0 B Fl OPEN BELO STAND -UP SHOWCASES SCALE: 3 ' •1'-0' DETAIL SECTION - 2 NEW Item No's. fJ to @ Perimeter Wall EXISTING : Item No's. 2a1 to Q @ Perimeter Wall 2 1/2" SCALE: 1 " =1'-0" TYPICAL STAND -UP & SIT DOWN BACK ELEVATION - SHOWCASE DETAILS NEW Item No's. co r- 0 N N n 126 pir air 0 A Are STAINLESS STEEL SATIN FINISH 8 ANGLE TOP MOUNT TO SOLID WOOD TOP. 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. I FINISH 1 Fl 4' OPEN BELOW 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) Centre Island MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND QONCEALED HINGES, FINISH [4 . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) STAINLESS STEEL SATIN FINISHuANGLE TOP MOUNTED TO SOLID WOOD TOP. / T3' -2 (OR VARIES) >C NEW: Item No's. fJ to fJ @ Perimeter Wall EXISTING: Item No's. 201 to O7 @ Perimeter Wall (Re- lasted) EXISTING: Item Not 30i to 10 @ Perimeter Wall & Centre Island (to Remain) 26 3 /4"THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1/8" X 1/8" R PLACED AS SHO MATCH FINISH 4 PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME 2 FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SHDE. Fl FOLDED BACK ELEVATION U y DETAIL SECTION -A DETAIL PLAN - B ±2' -r' (OR VARIES) RECESSED, BASE KICK. FINISH 3/8" TIII <. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 26 1/4" FABRIC WRAPPED PAD OVER 3 4" PLYWOOD BASE. FINISH 11 7 , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. RFIEWEDFOR COMPLIANCE ,! F SAY 12 no W'°/ Of 1Uk ;1a8 RECEIVED CITY OF TUKVVILA MAY 01 2008 PERMIT CENTER 04/01/08 02/21/08 No. De o r ILA& 3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWINGS. TM, 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowigcox.net 3408 • REGISTERED P,RCI�ITEC OI AVIDA.UDK iN STATE OF WASHINGTON Working Drawing Review App roved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times, igned Date ISSUED TO LANDLORD ISSUED TO CLIENT McAdoo Cantrmolor mud wiry id Job dmhmlan% dart., data end apoaitaatlorrs and report any dloonperrdos b daimon below preening with work w t sill not be Mb Ix arg anasard anlsofarfs not raparird by Ourrrsl Caniaolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & SIT -DOWN DETAIL SECTION Drawn CADD -1 Dab JANUARY 2007 ch.d DAU Sad. AS NOTED RnOO Na 740 Diming 9869_ 1M701 Wuhan Dab o le watt 4/13/08 F 1 • W • • • CADD -1 CARD -1 Drawn OF 3 SHEETS This drawing not b be used for oanobuaton id mmlerelgtlad. 11w oxide alfds dinning ow Sus aopyflglt Wit =I ens natb In npwdrad In wiholo or In part without the mom w in mud orbs copyright manor. wall oil not mums nopanI Ir prawn um or alai o= T 410.804.9314 800 Divots'', Avenue F 416.314.1099 Tonne, ON w wsltlnWLaom Canada MBA 3R7 waaieat.iselila at Raw Oat4Cmpo11 N N 5 \ � N 0 n EXISTING 208 RE RE- i' / C -USE & LOCATED ATE `• -. > /' so me I - -umi elm }.._ 1' -3" 6" 2' -0" GATE 1 F1 OPEN BELOW r- 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH Lid C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 29— SCALE 1' = 1'0 TYPICAL STAND-UP SITDOWN FRONT ELEVATION - SHOWCASE DETAILS NEW lam I 101 to - 12i @ Cents tad NEW: Item No's. to © Perimeter Wall EXISTING: Item No 201 to 7 Perimeter Wall (Re- located) EXISTING: Item No's to l l @ Perimeter Wall & Centre Island (to Remain) 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. VARIES 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS ULU TO GLASS AS POSSIBLE 4 ■ r - - -� � I \ I 2 F1 1' -3" J< 6 " LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 1/4" FABRIC WRAPPED PAD OVER 3/4" PLYWOOD BASE. FINISH [17 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 29 I4 29 VARIES 1 - 10" PROVIDE FELT TO MATCH RAIL FINISH 2" F ) SIT- DOIW.l SHOWCASES SCALE: S' =1'-0' DETAIL SECTION -1 EXISTING: Item No's. @ to CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLEMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN DOTTED LINES -I MOUNTED BELOW STAND-UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E10 ▪ FOR LOCATION. J B SIMILAR DETAIL F3 1 1/2" SIT- DOW\ SHOWCASES BESIDE CASH & WRAP COU \TER ARE TC BE USED AS HA \D CAP TRA\ SACTI O \ - SEE D RAWI \ G \o's. A8 & AS FOR \OTATIONS. 26 4 2 Fl 29 STAINLESS STEEL SATIN FINISH [ ANGLE TOP MOUNT jj TO SOLID WOOD TOP. 1 /4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) B F3 3' -O" GATE 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLUSt TO GLASS AS POSSIBLE 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1 /8" X 1 /8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 3 1/2" HIGH BASE FINISH 12q 4 r> 4 � 2 F1 9 2" 15/16" LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 4 29" 1' -3" X 6" x VARIES 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HARDWOOD FRAMINGS AS REQUIRED FACED WITH VENEER FINISHu C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 4 1/4" FABRIC WRAPPED PAD FINISH al OVER 3/4" PLYWOOD BASE. I ` FINISH - , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1 - 10" CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD SHELF (TYP) FACE OF RECESSED ELECTRICAL DUPLEX OUTLET. PROVIDE FELT TO MATCH RAIL FINISH Fi 0 B Fl OPEN BELO STAND -UP SHOWCASES SCALE: 3 ' •1'-0' DETAIL SECTION - 2 NEW Item No's. fJ to @ Perimeter Wall EXISTING : Item No's. 2a1 to Q @ Perimeter Wall 2 1/2" SCALE: 1 " =1'-0" TYPICAL STAND -UP & SIT DOWN BACK ELEVATION - SHOWCASE DETAILS NEW Item No's. co r- 0 N N n 126 pir air 0 A Are STAINLESS STEEL SATIN FINISH 8 ANGLE TOP MOUNT TO SOLID WOOD TOP. 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. I FINISH 1 Fl 4' OPEN BELOW 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) Centre Island MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND QONCEALED HINGES, FINISH [4 . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) STAINLESS STEEL SATIN FINISHuANGLE TOP MOUNTED TO SOLID WOOD TOP. / T3' -2 (OR VARIES) >C NEW: Item No's. fJ to fJ @ Perimeter Wall EXISTING: Item No's. 201 to O7 @ Perimeter Wall (Re- lasted) EXISTING: Item Not 30i to 10 @ Perimeter Wall & Centre Island (to Remain) 26 3 /4"THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1/8" X 1/8" R PLACED AS SHO MATCH FINISH 4 PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME 2 FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SHDE. Fl FOLDED BACK ELEVATION U y DETAIL SECTION -A DETAIL PLAN - B ±2' -r' (OR VARIES) RECESSED, BASE KICK. FINISH 3/8" TIII <. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 26 1/4" FABRIC WRAPPED PAD OVER 3 4" PLYWOOD BASE. FINISH 11 7 , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. RFIEWEDFOR COMPLIANCE ,! F SAY 12 no W'°/ Of 1Uk ;1a8 RECEIVED CITY OF TUKVVILA MAY 01 2008 PERMIT CENTER 04/01/08 02/21/08 No. De o r ILA& 3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWINGS. TM, 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowigcox.net 3408 • REGISTERED P,RCI�ITEC OI AVIDA.UDK iN STATE OF WASHINGTON Working Drawing Review App roved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times, igned Date ISSUED TO LANDLORD ISSUED TO CLIENT McAdoo Cantrmolor mud wiry id Job dmhmlan% dart., data end apoaitaatlorrs and report any dloonperrdos b daimon below preening with work w t sill not be Mb Ix arg anasard anlsofarfs not raparird by Ourrrsl Caniaolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & SIT -DOWN DETAIL SECTION Drawn CADD -1 Dab JANUARY 2007 ch.d DAU Sad. AS NOTED RnOO Na 740 Diming 9869_ 1M701 Wuhan Dab o le watt 4/13/08 F 1 • W • • • CADD -1 CARD -1 Drawn OF 3 SHEETS This drawing not b be used for oanobuaton id mmlerelgtlad. 11w oxide alfds dinning ow Sus aopyflglt Wit =I ens natb In npwdrad In wiholo or In part without the mom w in mud orbs copyright manor. wall oil not mums nopanI Ir prawn um or alai o= T 410.804.9314 800 Divots'', Avenue F 416.314.1099 Tonne, ON w wsltlnWLaom Canada MBA 3R7 waaieat.iselila at Raw Oat4Cmpo11 0 0 n _ .,..._ 1 F1 OPEN BELOW r- 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH Lid C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 29— SCALE 1' = 1'0 TYPICAL STAND-UP SITDOWN FRONT ELEVATION - SHOWCASE DETAILS NEW lam I 101 to - 12i @ Cents tad NEW: Item No's. to © Perimeter Wall EXISTING: Item No 201 to 7 Perimeter Wall (Re- located) EXISTING: Item No's to l l @ Perimeter Wall & Centre Island (to Remain) 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. VARIES 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS ULU TO GLASS AS POSSIBLE 4 ■ r - - -� � I \ I 2 F1 1' -3" J< 6 " LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 1/4" FABRIC WRAPPED PAD OVER 3/4" PLYWOOD BASE. FINISH [17 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 29 I4 29 VARIES 1 - 10" PROVIDE FELT TO MATCH RAIL FINISH 2" F ) SIT- DOIW.l SHOWCASES SCALE: S' =1'-0' DETAIL SECTION -1 EXISTING: Item No's. @ to CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLEMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN DOTTED LINES -I MOUNTED BELOW STAND-UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E10 ▪ FOR LOCATION. J B SIMILAR DETAIL F3 1 1/2" SIT- DOW\ SHOWCASES BESIDE CASH & WRAP COU \TER ARE TC BE USED AS HA \D CAP TRA\ SACTI O \ - SEE D RAWI \ G \o's. A8 & AS FOR \OTATIONS. 26 4 2 Fl 29 STAINLESS STEEL SATIN FINISH [ ANGLE TOP MOUNT jj TO SOLID WOOD TOP. 1 /4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) B F3 3' -O" GATE 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLUSt TO GLASS AS POSSIBLE 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1 /8" X 1 /8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 3 1/2" HIGH BASE FINISH 12q 4 r> 4 � 2 F1 9 2" 15/16" LOCATION OF PERFORATIONS FOR FIBRE OPTIC FILAMENTS TO BE VERIFIED BY MANUFACTURER 4 29" 1' -3" X 6" x VARIES 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HARDWOOD FRAMINGS AS REQUIRED FACED WITH VENEER FINISHu C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 4 1/4" FABRIC WRAPPED PAD FINISH al OVER 3/4" PLYWOOD BASE. I ` FINISH - , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1 - 10" CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD SHELF (TYP) FACE OF RECESSED ELECTRICAL DUPLEX OUTLET. PROVIDE FELT TO MATCH RAIL FINISH Fi 0 B Fl OPEN BELO STAND -UP SHOWCASES SCALE: 3 ' •1'-0' DETAIL SECTION - 2 NEW Item No's. fJ to @ Perimeter Wall EXISTING : Item No's. 2a1 to Q @ Perimeter Wall 2 1/2" SCALE: 1 " =1'-0" TYPICAL STAND -UP & SIT DOWN BACK ELEVATION - SHOWCASE DETAILS NEW Item No's. co r- 0 N N n 126 pir air 0 A Are STAINLESS STEEL SATIN FINISH 8 ANGLE TOP MOUNT TO SOLID WOOD TOP. 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. I FINISH 1 Fl 4' OPEN BELOW 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) Centre Island MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND QONCEALED HINGES, FINISH [4 . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 1/4" THICK CLEAR PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) STAINLESS STEEL SATIN FINISHuANGLE TOP MOUNTED TO SOLID WOOD TOP. / T3' -2 (OR VARIES) >C NEW: Item No's. fJ to fJ @ Perimeter Wall EXISTING: Item No's. 201 to O7 @ Perimeter Wall (Re- lasted) EXISTING: Item Not 30i to 10 @ Perimeter Wall & Centre Island (to Remain) 26 3 /4"THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 1/8" X 1/8" R PLACED AS SHO MATCH FINISH 4 PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME 2 FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SHDE. Fl FOLDED BACK ELEVATION U y DETAIL SECTION -A DETAIL PLAN - B ±2' -r' (OR VARIES) RECESSED, BASE KICK. FINISH 3/8" TIII <. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 26 1/4" FABRIC WRAPPED PAD OVER 3 4" PLYWOOD BASE. FINISH 11 7 , PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. RFIEWEDFOR COMPLIANCE ,! F SAY 12 no W'°/ Of 1Uk ;1a8 RECEIVED CITY OF TUKVVILA MAY 01 2008 PERMIT CENTER 04/01/08 02/21/08 No. De o r ILA& 3 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING DO NOT SCALE DRAWINGS. TM, 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkowigcox.net 3408 • REGISTERED P,RCI�ITEC OI AVIDA.UDK iN STATE OF WASHINGTON Working Drawing Review App roved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times, igned Date ISSUED TO LANDLORD ISSUED TO CLIENT McAdoo Cantrmolor mud wiry id Job dmhmlan% dart., data end apoaitaatlorrs and report any dloonperrdos b daimon below preening with work w t sill not be Mb Ix arg anasard anlsofarfs not raparird by Ourrrsl Caniaolor. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & SIT -DOWN DETAIL SECTION Drawn CADD -1 Dab JANUARY 2007 ch.d DAU Sad. AS NOTED RnOO Na 740 Diming 9869_ 1M701 Wuhan Dab o le watt 4/13/08 F 1 • W • • • CADD -1 CARD -1 Drawn OF 3 SHEETS This drawing not b be used for oanobuaton id mmlerelgtlad. 11w oxide alfds dinning ow Sus aopyflglt Wit =I ens natb In npwdrad In wiholo or In part without the mom w in mud orbs copyright manor. wall oil not mums nopanI Ir prawn um or alai o= T 410.804.9314 800 Divots'', Avenue F 416.314.1099 Tonne, ON w wsltlnWLaom Canada MBA 3R7 waaieat.iselila at Raw Oat4Cmpo11 9° X 1' -3" 6 VARIES SCALE: 1' =1 -0' TYPICAL SIT DOWA; STAND-UP & FILLER PANELS FRONT ELEVATION - SHOWCASE DETAILS r) I N oa NEW: Item No's. NEW: Item No's. re) NEW: Item No's. I to EXISTING: Item No's. Q EXISTING: Item No's. 2 F2 / / 2 F2 3 F2 P9 to to EXISTING: Item No's 1 to 2a7 @ Perimeter Wall (Re- located) EXISTING: Item No's. to ) @ Perimeter Wall & Centre Island (to Remain) 4 129 TYPICAL REPEAT CONTINUES TYPICAL STAND -UP SHOWCASES @ PERIMETER SCALE: 1" = V-0" FRONT ELEVATION (@ Perimeter Wall) to NEW Item No's. to EXISTING: Item No's Q to 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 0 C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 0 - Gb @ Centre Island @ Perimeter Wall 1' -3" (a7 Perimeter Wall @ Perimeter Wall (Re-located) Perimeter Wall (to Remain) 29 1'-3" TYPICAL REPEAT CONTINUES TYPICAL STAND-UP SHOWCASES ISLAND SCALE: 1' -1'-0' FRONT ELEVATION Center Island) 6" 9" 4 x 3/4" THICK MEDIUM DENSFP{ FIBERBOARD (MDF) FACED WITH VENEER FINISHn C/W 1/8" X 1/8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISHU V v 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 6 C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 6" rr 9" @ Center Island @ Center Island (to Remain) OPEN BELOW 6 1 F1 1' -3" 1' -3" 2 F2 3/ " THIIK MEDIUM DENSITY FIBERBOARD (MDF) F ED WITH VENEER FINISHn C/W 1/8" X /8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 4 C/W 1/8" X 17 REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO T I MATCH FINISH I 3 1/2" HIGH BASE FINISH 29 D F4 4 2 F T TYPICAL REVEALS DETAIL PLAN -A 1/4" FABRIC WRAPPED PAD FINISH 1111 OVER 3/4" PLYWOOD BASE. FINISH 4 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1' CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. 3 /4 "TK PLYWOOD SHELF (TYP) OPEN BELOW TYPICAL STAND-UP SHOWCASES PERIMETER WALL DETAIL SECTION - 2 SCALE: r. �� NEW Item Nos. f to @ Perimeter Wall EXISTING: Item No's. 0 to 0) @ Perimeter Wall (Re- located) EXISTING: Item No's. 30i to @ Perimeter Wall (to Remain) STAND —UP SHOWCASES © ISLAND: DESIG PERIv BUT 0 WOO: SECTI PROVIDE FELT TO MATCH RAIL FINISH \ TO vATCH EXACTLY WITH -ITER STA \D —UP SHOWCASES, \LY DIFFERS I\ F \ISHES OF F \. 6 & 7 SEE '3' BELOW. 0\ 4- 2 1/2" 1 /2" 26 r N .. 5 U N 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. FINISH I� r. Air Are 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL ANDONCEALED HINGES, FINISH L=11- . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 4' -O" OPEN BELOW N 3 1/2" HIGH BASE FINISH SOLID WOOD TOP RAIL FINISH RI SIT— DOWN SH IWCASES BESIDE CASH & WRAP CCU \TER ARE TO BE USED AS HANDICAP TRANSACTION — SEE DRAWI \ G \o's. A8 & A9 FOR \CTATIO \S. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLOSE TO GLASS AS POSSIBLE 29 6 T CO 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 16 6 26 T ±3' -2" (OR VARIES) 15/16" 2" 1/4" FABRIC WRAPPED PAD FINISH IN OVER 3/4" PLYWOOD BASE. FINISH 6 PAD TO FIT TIGHT FRO \ FRONT TO BACK WITH NO GAPS. NEW Item No's. EXISTING: Item No's. 2 F2 FOLDED BACK U ELEVATION 1' -10" ±2'-0" (OR VARIES) "l . OR 61 AS NOT ON DRAWINGS. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD /SHELF (TYP) 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 41 OR PROVIDE FELT TO MATCH RAIL FINISH 6 CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR ' STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. N RECESSED, BASE KICK. FINISH TYPICAL STAND -UP SHOWCASES @ Center Island DETAIL SECTION - 3 SCALE: 3• -V-0• 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CH ME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. 3 /4"THICK PLYWOOD SWING DOOR s PULL AND CONCEALED HINGES, FINI'.H PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). TYPICAL STAND-UP SHOWCASES REVEALS ISOMETRIC VIEW FULL SIZE SCALE 2 1/2" @ Center Island without! iberOptics @ Center Island (to Remain) , A E COMPL � E APPROVE E; 4 0 OF Mkt/4a DivisToN 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) 3/8 "95 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH [ 6 1. PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -O" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). RECESSED, B KICK. FINISH MAY 12 2008 RECEIVED CITY OF TUICVVI MAY 01 Z008 PERMIT CENTER ■■ 04/01/08 02/21/08 No. Deis Title Rethl No.740 DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net 3408 EC! S T EKED CH1TECT `I)iI /o DAVID A. UDKOW STATE OF WASHINGTON Wsifield Working Drawing Review App roved Approved as Noted 0 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times. DO NOT SCALE DRAWINGS. ISSUED TO LANDLORD ISSUED TO CLIENT Reirivion BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 gned Date Carbaclor must wiry a Jab dlmenobnr, draldngs, doles .td spadlodforrs and report my die repardas b dnipnre bare poassrlop with work Walt win not be Bible for any mom and omissions not reported by Omni Q. TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & STAND -UP DETAIL SECTIONS Dram CADD -1. Deis JANUARY 2007 Checlaod DAU Sc cM AS NOTED Pnlick Doming 9869_ IM711 Sirs Di ol•watt 4/13/08 F2 • W • • • CADD -1 CADD -1 Dr■wn OF 3 SHEETS This drawing not to be used for ammtmelan urn■ commis fired. The ooinb of this drawing ere the copyright d WWaS and me not b be repnodnced In whole et In pert the mien man aomentdthe eopyrbhtomen Mewl mitaseune re padAllyforsoyimage t Mara or arNaNam T 413.31M.938$ 300 Sophist Avenue F 416.384.11)98 Term*, CH W we ilini eom Crude MBA MT wre retariil t1eL N Entay Ommermers 0 0 4 L41 i 291 / 9" 1' -3" / 6" �, VARIES 9° X 1' -3" 6 VARIES SCALE: 1' =1 -0' TYPICAL SIT DOWA; STAND-UP & FILLER PANELS FRONT ELEVATION - SHOWCASE DETAILS r) I N oa NEW: Item No's. NEW: Item No's. re) NEW: Item No's. I to EXISTING: Item No's. Q EXISTING: Item No's. 2 F2 / / 2 F2 3 F2 P9 to to EXISTING: Item No's 1 to 2a7 @ Perimeter Wall (Re- located) EXISTING: Item No's. to ) @ Perimeter Wall & Centre Island (to Remain) 4 129 TYPICAL REPEAT CONTINUES TYPICAL STAND -UP SHOWCASES @ PERIMETER SCALE: 1" = V-0" FRONT ELEVATION (@ Perimeter Wall) to NEW Item No's. to EXISTING: Item No's Q to 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 0 C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 0 - Gb @ Centre Island @ Perimeter Wall 1' -3" (a7 Perimeter Wall @ Perimeter Wall (Re-located) Perimeter Wall (to Remain) 29 1'-3" TYPICAL REPEAT CONTINUES TYPICAL STAND-UP SHOWCASES ISLAND SCALE: 1' -1'-0' FRONT ELEVATION Center Island) 6" 9" 4 x 3/4" THICK MEDIUM DENSFP{ FIBERBOARD (MDF) FACED WITH VENEER FINISHn C/W 1/8" X 1/8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISHU V v 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 6 C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 6" rr 9" @ Center Island @ Center Island (to Remain) OPEN BELOW 6 1 F1 1' -3" 1' -3" 2 F2 3/ " THIIK MEDIUM DENSITY FIBERBOARD (MDF) F ED WITH VENEER FINISHn C/W 1/8" X /8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 4 C/W 1/8" X 17 REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO T I MATCH FINISH I 3 1/2" HIGH BASE FINISH 29 D F4 4 2 F T TYPICAL REVEALS DETAIL PLAN -A 1/4" FABRIC WRAPPED PAD FINISH 1111 OVER 3/4" PLYWOOD BASE. FINISH 4 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1' CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. 3 /4 "TK PLYWOOD SHELF (TYP) OPEN BELOW TYPICAL STAND-UP SHOWCASES PERIMETER WALL DETAIL SECTION - 2 SCALE: r. �� NEW Item Nos. f to @ Perimeter Wall EXISTING: Item No's. 0 to 0) @ Perimeter Wall (Re- located) EXISTING: Item No's. 30i to @ Perimeter Wall (to Remain) STAND —UP SHOWCASES © ISLAND: DESIG PERIv BUT 0 WOO: SECTI PROVIDE FELT TO MATCH RAIL FINISH \ TO vATCH EXACTLY WITH -ITER STA \D —UP SHOWCASES, \LY DIFFERS I\ F \ISHES OF F \. 6 & 7 SEE '3' BELOW. 0\ 4- 2 1/2" 1 /2" 26 r N .. 5 U N 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. FINISH I� r. Air Are 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL ANDONCEALED HINGES, FINISH L=11- . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 4' -O" OPEN BELOW N 3 1/2" HIGH BASE FINISH SOLID WOOD TOP RAIL FINISH RI SIT— DOWN SH IWCASES BESIDE CASH & WRAP CCU \TER ARE TO BE USED AS HANDICAP TRANSACTION — SEE DRAWI \ G \o's. A8 & A9 FOR \CTATIO \S. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLOSE TO GLASS AS POSSIBLE 29 6 T CO 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 16 6 26 T ±3' -2" (OR VARIES) 15/16" 2" 1/4" FABRIC WRAPPED PAD FINISH IN OVER 3/4" PLYWOOD BASE. FINISH 6 PAD TO FIT TIGHT FRO \ FRONT TO BACK WITH NO GAPS. NEW Item No's. EXISTING: Item No's. 2 F2 FOLDED BACK U ELEVATION 1' -10" ±2'-0" (OR VARIES) "l . OR 61 AS NOT ON DRAWINGS. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD /SHELF (TYP) 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 41 OR PROVIDE FELT TO MATCH RAIL FINISH 6 CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR ' STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. N RECESSED, BASE KICK. FINISH TYPICAL STAND -UP SHOWCASES @ Center Island DETAIL SECTION - 3 SCALE: 3• -V-0• 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CH ME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. 3 /4"THICK PLYWOOD SWING DOOR s PULL AND CONCEALED HINGES, FINI'.H PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). TYPICAL STAND-UP SHOWCASES REVEALS ISOMETRIC VIEW FULL SIZE SCALE 2 1/2" @ Center Island without! iberOptics @ Center Island (to Remain) , A E COMPL � E APPROVE E; 4 0 OF Mkt/4a DivisToN 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) 3/8 "95 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH [ 6 1. PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -O" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). RECESSED, B KICK. FINISH MAY 12 2008 RECEIVED CITY OF TUICVVI MAY 01 Z008 PERMIT CENTER ■■ 04/01/08 02/21/08 No. Deis Title Rethl No.740 DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net 3408 EC! S T EKED CH1TECT `I)iI /o DAVID A. UDKOW STATE OF WASHINGTON Wsifield Working Drawing Review App roved Approved as Noted 0 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times. DO NOT SCALE DRAWINGS. ISSUED TO LANDLORD ISSUED TO CLIENT Reirivion BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 gned Date Carbaclor must wiry a Jab dlmenobnr, draldngs, doles .td spadlodforrs and report my die repardas b dnipnre bare poassrlop with work Walt win not be Bible for any mom and omissions not reported by Omni Q. TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & STAND -UP DETAIL SECTIONS Dram CADD -1. Deis JANUARY 2007 Checlaod DAU Sc cM AS NOTED Pnlick Doming 9869_ IM711 Sirs Di ol•watt 4/13/08 F2 • W • • • CADD -1 CADD -1 Dr■wn OF 3 SHEETS This drawing not to be used for ammtmelan urn■ commis fired. The ooinb of this drawing ere the copyright d WWaS and me not b be repnodnced In whole et In pert the mien man aomentdthe eopyrbhtomen Mewl mitaseune re padAllyforsoyimage t Mara or arNaNam T 413.31M.938$ 300 Sophist Avenue F 416.384.11)98 Term*, CH W we ilini eom Crude MBA MT wre retariil t1eL N Entay Ommermers 0 0 4 9° X 1' -3" 6 VARIES SCALE: 1' =1 -0' TYPICAL SIT DOWA; STAND-UP & FILLER PANELS FRONT ELEVATION - SHOWCASE DETAILS r) I N oa NEW: Item No's. NEW: Item No's. re) NEW: Item No's. I to EXISTING: Item No's. Q EXISTING: Item No's. 2 F2 / / 2 F2 3 F2 P9 to to EXISTING: Item No's 1 to 2a7 @ Perimeter Wall (Re- located) EXISTING: Item No's. to ) @ Perimeter Wall & Centre Island (to Remain) 4 129 TYPICAL REPEAT CONTINUES TYPICAL STAND -UP SHOWCASES @ PERIMETER SCALE: 1" = V-0" FRONT ELEVATION (@ Perimeter Wall) to NEW Item No's. to EXISTING: Item No's Q to 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 0 C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 0 - Gb @ Centre Island @ Perimeter Wall 1' -3" (a7 Perimeter Wall @ Perimeter Wall (Re-located) Perimeter Wall (to Remain) 29 1'-3" TYPICAL REPEAT CONTINUES TYPICAL STAND-UP SHOWCASES ISLAND SCALE: 1' -1'-0' FRONT ELEVATION Center Island) 6" 9" 4 x 3/4" THICK MEDIUM DENSFP{ FIBERBOARD (MDF) FACED WITH VENEER FINISHn C/W 1/8" X 1/8" REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISHU V v 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 6 C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 6" rr 9" @ Center Island @ Center Island (to Remain) OPEN BELOW 6 1 F1 1' -3" 1' -3" 2 F2 3/ " THIIK MEDIUM DENSITY FIBERBOARD (MDF) F ED WITH VENEER FINISHn C/W 1/8" X /8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 4 C/W 1/8" X 17 REVEALS (TYPICAL) VERTICALLY PLACED AS SHOWN, FINISH TO T I MATCH FINISH I 3 1/2" HIGH BASE FINISH 29 D F4 4 2 F T TYPICAL REVEALS DETAIL PLAN -A 1/4" FABRIC WRAPPED PAD FINISH 1111 OVER 3/4" PLYWOOD BASE. FINISH 4 PAD TO FIT TIGHT FROM FRONT TO BACK WITH NO GAPS. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL SECURITY METAL TRIM: (TOP, FRONT & BOTTOM) STAINLESS STEEL SATIN FINISH. 1' CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR 'STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. 3 /4 "TK PLYWOOD SHELF (TYP) OPEN BELOW TYPICAL STAND-UP SHOWCASES PERIMETER WALL DETAIL SECTION - 2 SCALE: r. �� NEW Item Nos. f to @ Perimeter Wall EXISTING: Item No's. 0 to 0) @ Perimeter Wall (Re- located) EXISTING: Item No's. 30i to @ Perimeter Wall (to Remain) STAND —UP SHOWCASES © ISLAND: DESIG PERIv BUT 0 WOO: SECTI PROVIDE FELT TO MATCH RAIL FINISH \ TO vATCH EXACTLY WITH -ITER STA \D —UP SHOWCASES, \LY DIFFERS I\ F \ISHES OF F \. 6 & 7 SEE '3' BELOW. 0\ 4- 2 1/2" 1 /2" 26 r N .. 5 U N 3/8 "0 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. RECESSED BASE KICK. FINISH I� r. Air Are 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL ANDONCEALED HINGES, FINISH L=11- . PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). 4' -O" OPEN BELOW N 3 1/2" HIGH BASE FINISH SOLID WOOD TOP RAIL FINISH RI SIT— DOWN SH IWCASES BESIDE CASH & WRAP CCU \TER ARE TO BE USED AS HANDICAP TRANSACTION — SEE DRAWI \ G \o's. A8 & A9 FOR \CTATIO \S. SECURITY METAL TRIM: (TOP & FRONT) STAINLESS STEEL SATIN FINISH. 3/8" THK. CONTINUOUS SECURITY TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TIGHT AGAINST BACK RAIL & FRONT RAIL. 1" 0 FIBRE OPTIC TUBE NOTE: PIPE TO BE MOUNTED AS CLOSE TO GLASS AS POSSIBLE 29 6 T CO 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH C/W 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 16 6 26 T ±3' -2" (OR VARIES) 15/16" 2" 1/4" FABRIC WRAPPED PAD FINISH IN OVER 3/4" PLYWOOD BASE. FINISH 6 PAD TO FIT TIGHT FRO \ FRONT TO BACK WITH NO GAPS. NEW Item No's. EXISTING: Item No's. 2 F2 FOLDED BACK U ELEVATION 1' -10" ±2'-0" (OR VARIES) "l . OR 61 AS NOT ON DRAWINGS. FIBRE OPTIC ILLUMINATOR AS SHOWN MOUNTED BELOW STAND -UP SHOWCASE. REFER TO ELECTRICAL DRAWING # E101 FOR LOCATION. 3 /4 "TK PLYWOOD /SHELF (TYP) 1/8" X 1/8" REVEALS (TYPICAL) HORIZONTALLY & VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 41 OR PROVIDE FELT TO MATCH RAIL FINISH 6 CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BALLAST FROM "NORTH AMERICAN METAL CRAFT INC." #1650 (TEL. No. (416) 665 -5544) OR ' STYLMARK'. BRUSHED CHROME FINISH. PAINT INSIDE WHITE. N RECESSED, BASE KICK. FINISH TYPICAL STAND -UP SHOWCASES @ Center Island DETAIL SECTION - 3 SCALE: 3• -V-0• 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CH ME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. 3 /4"THICK PLYWOOD SWING DOOR s PULL AND CONCEALED HINGES, FINI'.H PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). TYPICAL STAND-UP SHOWCASES REVEALS ISOMETRIC VIEW FULL SIZE SCALE 2 1/2" @ Center Island without! iberOptics @ Center Island (to Remain) , A E COMPL � E APPROVE E; 4 0 OF Mkt/4a DivisToN 1/4" THICK TINTED PLEXIGLAS SLIDING DOORS WITH PLEXI DOOR PULLS C/W "BEST LOCKS" OR EQUAL C/W "EPCO" DOOR TRACKS (TOP & BOTTOM) 3/8 "95 ROD FOR ELECTRICAL ACCESS - PAINT TO MATCH WOOD PULL -OUT DRAWERS WITH HAND WIRE PULLS (3 1/2" LONG) POL. CHROME FINISH & "BEST LOCK" #B59 -1 (CHROME FIN.) OR EQUAL ON FULL EXTENSION SLIDE. MELAMINE FINISH AT INTERIOR (TYPICAL FOR ALL SHOWCASES) 3/4 "THICK PLYWOOD SWING DOOR C/W PULL AND CONCEALED HINGES, FINISH [ 6 1. PROVIDE SHELVING ON RECESSED STANDARDS INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTION C/W 5' -O" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH /WRAP COUNTER). RECESSED, B KICK. FINISH MAY 12 2008 RECEIVED CITY OF TUICVVI MAY 01 Z008 PERMIT CENTER ■■ 04/01/08 02/21/08 No. Deis Title Rethl No.740 DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow®cox.net 3408 EC! S T EKED CH1TECT `I)iI /o DAVID A. UDKOW STATE OF WASHINGTON Wsifield Working Drawing Review App roved Approved as Noted 0 Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site . , I times. DO NOT SCALE DRAWINGS. ISSUED TO LANDLORD ISSUED TO CLIENT Reirivion BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 gned Date Carbaclor must wiry a Jab dlmenobnr, draldngs, doles .td spadlodforrs and report my die repardas b dnipnre bare poassrlop with work Walt win not be Bible for any mom and omissions not reported by Omni Q. TYPICAL SIT - DOWN /STAND -UP SHOWCASE ELEVATIONS & STAND -UP DETAIL SECTIONS Dram CADD -1. Deis JANUARY 2007 Checlaod DAU Sc cM AS NOTED Pnlick Doming 9869_ IM711 Sirs Di ol•watt 4/13/08 F2 • W • • • CADD -1 CADD -1 Dr■wn OF 3 SHEETS This drawing not to be used for ammtmelan urn■ commis fired. The ooinb of this drawing ere the copyright d WWaS and me not b be repnodnced In whole et In pert the mien man aomentdthe eopyrbhtomen Mewl mitaseune re padAllyforsoyimage t Mara or arNaNam T 413.31M.938$ 300 Sophist Avenue F 416.384.11)98 Term*, CH W we ilini eom Crude MBA MT wre retariil t1eL N Entay Ommermers ADJACENT SI- OWCASE SCALE 1' ®1'-0' Pr) 0 r<7 SCALE rig i'-0' N 1 1/4" CV 3 1/4" A F3 B 4 2" ✓ F3 L 9 1/2" 3' -O" GATE 2' -9 1/2" J 4 1' -3" STAND -UP SHOWCASE 2" 1 1/4" r AIM o OMR 1r4, 4 4 11E111111Miltid MEM MN NEESE \ "— / \CASH EXT ► ION /' If EM NO. //, 1/2")( ♦ ffEM NO. CASH/WRAP EXTENSION COUNTER PLAN -10" 6 1/4" N — y 1 1 /4" 7 9/16" A + F3 FOLD 4 29 ;D OUT ELEVATION OF FIXTURE 119 3' -3 9/16" '-3" ITEM NO. CASH/WRAP EXTENSION COUNTER ELEVATION 6" w J 1' -1 1/16" 1> u 29 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISH 0 C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) FACED WITH VENEER FINISHU C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH 4 4 HOLE FOR ELECTRICAL ACCESS 3 1/2" HIGH BASE FINISH 29 0 EXISTING CASH REUSED 2" SEE SECTION 'A' (THIS DRAWING) FOR SAME NOTATIONS. SECTION - A SCALE: 1 -1,2 2' -7 1/2" ADJACEIT SHOWCASE PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SLIDES 'BEST LOCK' #B59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2" HAND WIRE PULLS (ALL POL. CHROME FINISH) 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HARDWOOD FRAMINGS AS REQUIRED FACED W ITH VENEER FINISH C/W 1/8" X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH n 4 1 1/4" 5 SECTION - B SCALE 1 -1/7" -1 O' -10" N N) RE . E \.QED FOR COMPLIANCE 1AY 12 2000 c� T3ea CITY RECEIVED MLA MAY 01 Ll1IItj PERMIT CENTER • • TIN 04/01/08 02/21/08 No. Di Fasts Not. 740 9869_1M721 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net Working Drawing Review Approved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings is required to be kept on the job site . , I times. DO NOT SCALEDRAWING& Westfield igned Date ISSUED TO LANDLORD ISSUED TO CLIENT Redskin eisadosliars and wort m y dlscommio ns b cistern bdom praa..dil0 Ugh work. Wit MI not bs IMO for aly aromard anhNans not reported by Gsni nd Cariaofor BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 GATE & CASH/WRAP EXTENSION FIXTURE DETAIL SECTIONS Drawn CADD - Di JANUARY 2007 Ctsclud DAU Saab AS NOTED PrgMot Dinning Slalom's Di Ole ufad T 410.304.9384 F 410.304.1006 W wetllrM.ccm 4/13/08 F3 W • • • CADD -1 CADD-1 Drawn OF 3 SHEETS • This chno ip not b be reed far aandndon inn aandsIgnod., Tim cairn duds dusty are the copyright angst and as notb br mprodrroed in whole or In pat WNbad this nom Minn consent Ms copyright comer. Wand not assume wspas yforawnspbet moan or a isnons> 800 BeyvbwAvenue Toad% ON Connie MBA NV Wart lohnoloollno. • Brig Gimp a i V ALLOW, 6.;E ta#raR}trN. VALUES IN NORMAL-WEIGHT CONCRETE FOR LOW VELOCITY FA4S'i°t5NaNSt.a s j .,. >.s:;,.... v._•..... w .. e.....s,.t.., ,.,, s "- , z_ r,.F... 01'r,,CRIPTiili1 FASTfla TYPE .. �... SHANK 0.14. (inches) r.. tilaliit X41 11 (inches) r..,:t;:f- _......e,,.. _'. uz•..:•:r rx �. s - �� - 7,-•rtrr:�;rr...•,..r... ..a..z :�.r ._33,.:;. ,WSax:�.�v:.,. -,v:s. CONCRETE STRENGTH (Pounds per S rare Inch) 2000 3Q00 400Q 60Q0 TENSION 50EAN TENSION sfiEAre sENSIDty+ :SHEAR © , Ensi m I SHEAR _.._.. �.. 1 Dame - head 1 flail t =; -pill ._._..�� 0A45 5/8 - -- 70 94 - - - -. 90 - -- - -- - -- - 45 60 95 314 105 110 125 7, 1 90 140 120 150E 155 185 130 195 1 1/4 125 180 155. 220 185 260 215 265 1 12 165 225 19O z84 215 335 20 O -head Nail X IF' % -ire" .1 iP.138 0 8.1313 t - -. 180 707 105 g 0 125 780 280 60 215 345 lie Pvy -dui:y nom- sae: Nei rl 5mtgth Shank 130 ISO 0.145 3/6 MI 45 894 90 150 220 ISLL 25t3 - -- - -- - -- Flat, -heed Nail S 55 130 'tamp -hd Nail 4 Smooth .4 0.138 0.165 55 230 i i'b 120 815 - -- ....- 250 .. } - -- Heavy -dirty Dome-head Nail 14 -ALM 0.177 3/4 - -- --- --- �i --- - -- --- - -- - -- - -- !.'h v 75 2:5 IN - -- Knob Nail fix tt.14S 1 1'0 90 16e0 110 225 545 i rice -!Dead Nail CS 0.177 8 -32 Threaded Stud Eye Pin 250 7?'i0 go 125 Dome -head ; Praia X- ZFZ2P6T 0.13E 110 -_ - -- - -- 90 - -_ 90 - - Eye Pin Fla 0.158 .. - -- 90 - ..��... --- -- IDS - MINI t .. ME . ... 1/4 -20 Threaded Stud W6 4.145 11/8 90 160 3/8 -15 Threaded Stud 1110 • 0.205 220 390 280 500 --_ + Flathead Track Rail _ X - DE20T 5/8 -- Stainless Steel Nail L-CR 0.145 I - -- - -- 2110 100 200 t 1t1S 240 TABLE 1 ALLOWABLE WORKING VALUES FOR LOW- VELOCITY FASTENERS DRIVEN INTO ASO 5'rEEL (OLINCes) .•:::... '.e „•...., .'s '..,. • -.:•: • , - _. . OE$CRIPTlaH w _,_ FASTENER TYPE ._ ,...,.._� X -Full d i;NM SHANK DIAi9ETER Omahas/ hea} 0,145 0.1 43 . ... ,.,.. ..:.r�r,r., .. __ u -. �� .r_........ti. ...._,.T�. ,... -a t:r -..er: ....,x,�a. _...... r ......, .. ..,, n,r...,, .. . .. _..,, ,..,.i .. -,,. ..; �.... r, r_,. ,,... �.*, .•, =�.. PANEL THICKNESS Inches) 0,0594 OE Gttu• 0.0474 16 Gauce 1/4 nch 3/8 nch 1/2 inch 3/4 inch TENSION Sl4 all 230 TENSION al 045° - TENSION SHIRR 624 TENSION 405 275 6a0 hEHstt7r.. 'MEIN 440 270 605 F,G4 1I:H3tU9i 250 SHEAR 545 acme-head Holt Krs.ele;! Shank k nu r l ed Shan /.... 1/4H -20 Threaded Stud Knurlcl Shank EW6 EDS 0.145 0.117 MEI b0 235 165 .... 540 115 229 . 1520 935 ... 275 400 665 470 270 515 640 95+5 -- -•. .•- Heavy -duty DoMe-heed Neil Knurled Shank 3 /11"-16 Threaded Steil Knurled Shank EW10 0.205 320 300 145 115 200 7 510 1500 575 1540 565 1100 - 490 20 Done Dian Don Sha x ^OHt fls 0.145 4 ,177 MEI • -- - -. 180 490 055 3 90 590 MIN= 4 3 A 780 280 640 610 215 060 lie Pvy -dui:y nom- sae: Nei rl 5mtgth Shank Drywall Track Cleat Smooth Shank E5D16P8T 0.145 --- -•- X- EQ439T1i412 r a /te 319 Ina a 1/$ 1/Z 530 165 no 474 620 135 480 280 'tamp -hd Nail 4 Smooth .4 0.138 0.165 55 230 19(? 425 y 165 340 x^65 250 .. -_ -- Knob-head Nell stafnttess S l CBe X-CR 0.945 150 ,4 250 450 Occm-head Mall 480 280 520 250 520 VID - - T _ _ - ... -c., ^• _ .... - .,..,.,.. -,- ----- F...,..r.._ _ .,._- ,......_._ TABLE 8-- ALLOWABLE WORKING VALUES FOR ATTACHING METAL SIDING AND DECKI •. (Pol7Ai OS) rnr.5•. ,a. FASTENI F, TYPE Y w_ .ter .. -_.. ,. ,,..r.r BASE STEEL THICKNESS (inches) . ... ,.,.. ..:.r�r,r., .. __ u -. �� .r_........ti. ...._,.T�. ,... -a t:r -..er: ....,x,�a. _...... r ......, .. ..,, n,r...,, .. . .. _..,, ,..,.i .. -,,. ..; �.... r, r_,. ,,... �.*, .•, =�.. PANEL THICKNESS Inches) 0,0594 OE Gttu• 0.0474 16 Gauce 0.6338 20 Cu' as. 0.0295 (22 Gay e 0.0339 24 Ganes' - 0.4 79 26 Gauge Tension I She Ear TENSION , � TENSION 045° Tension 45° CO27DNI27P8T . Shear Tensdpn Shear ENP241 '< .... 1 _... 2 &0 � .-._.. _ 240 __,...,. 440 204 .w _.: 90 b0 300 c 14,. 229 110 ',00 ENP42221 -1,1 >, I a a 280 200 580 030 240 440 - 200 1417 . 344 340 346 160 140 320 300 145 115 220 210 110 5Q 260 200 - .. 1:ttP2K- 20 -1.i5 le t e 255 565 I ..... - 490 20 CC207P37P8T 150 280 1G5 d5 70 __.. X- E04K22TH612 4 tie 280 585 280 470 215 060 MEM 1 5/'16" -- .,.. per So 245 70 185 X- EQ439T1i412 r a /te 319 Ina a 1/$ 1/Z 204 555 no 474 215 360 320 280 245 70 „ 400 235 530 19(? 425 y 160 - . .. 340 250 -_ -- , n.r. - , : r. • :: MRSIZEIIIIM FASTENER TYPE saeleamanaid !d 5HF K pIAM. (in) - ---... t esuismetsue MIN. rEMBED. TABLE 8 ALL •VALUt'a FOR CEN..iNG CLiP ASSS?413UESi esearreesaamsratermeteresoricesewecasassermsasempunarmeasmea NORMAL 1EIGHT CONCRETE 'J° esessersseratastesuiesteeensaereantessatnneseesesseresesersesa 3000 PSI LIGHTWEIGHT CONCRETE OVER METAL DECK' .4000 PSI 6000 PSI LOWER F.UTE' UPPER FLUTE _ SMEAR. TENSION 45^ SHEAR TENSION 45' SHEAR -- TENSION 045° TENSION 45° CO27DNI27P8T . O,1 � ___ 15/16" 95 105 1 -- - -- ; = 40 _ -__ 55 . �, 75 .w _.: 90 = 175 CC27011137P8T 0,145 1 - 3/8" , 150 150 195 - -•- - -- - -- 80 105 120 145 235 CC20ZF27P81 0.139 0..1319 15/15" _ 1 5/16" 90 130 100 145 130 195 -- - -- ___ -- - -- 30 65 X40 85 75 115 90 135 175 220 CC207P37P8T CC27FiLH22P8T 0,177 3/4" - -_ _ -- __.. 65 '90 , 120 - -- _ -- .,_- -__ _ -- CCf?7ALH37P8T e - ._ .177 ... .._.__.w. 1 5/'16" -- .,.. per _ -. - ___ , - -.. 155 - ---- -, 165 ...- - --- - _. . _ . ........ -._,...r _�... _ ---_ . _. g . TABLE 3-- ALLOWASLE WORI4INCs VALUES FOR WOOD ATTACHED TO STEEL FOR LOW- VE4.0� TE ATTACHED , ,es (POUNDS) s.� p ;, DESI IM-L €i TABLE 9- INSTALLED IN CONCRETE -F- ,'- .,, ... SHAW DIAMETER ( inches) r -,. _ ........ .... ....: ^r.-•y .mm.:r..M�. FASTENER T'fPE ,..rte,, 14111EN STEEL THICKNESS i h tzcws ( ) .: .- ...., rs�r ::.i.. r ,. _.,,.�rM•., ,:wf ..rte....__.. j LOAD TEFISrM .. .. .. u� ...._ ,l:L- ,. GROUTED Cfill . SHEAR �r E O it'z''ti °c'S3 rlrtil } lrrsrled Siren FACIE 0.165 I(-aDNI' 1/8 - -- Tension ____.. 160 Dome-head Wail Smooth Sharer Shear 0 -145 IiK, ONI 3/8 250 - -- 250 Heavy-duty acme-head Mail Smooth Shank 90 94 I i 0.145 De 3/8 310 1111111111111 305 6 f Dome-head Neil Smooth Shank W5 0.145 Oki` 194 - -- 70 3da Do{ a - heed Nall Smooth Shank 0.145 Dill- 47 -ICi(' 1/4 150 130 230 Knob h Neil ! Stainless Stem 6-145 70 1/8 150 } Knob -head flail ISC TABLET-ALLOWABLE WORKING, VALUES IN NORMAL- WEIGHT CONCRETE FOR PNEUMATiC TOOLS (POUNDS) 5.Y' ALLOWABLE WORKING LOADS FOR LOW - VELOCITY FASTENERS MASONRY UNiTS'. (POUNDS) '.., `Ye.� `.,.:: '� TABLE 9- INSTALLED IN CONCRETE DESCRIPTION FASTENER TYPE SHANK DIM. inches MINIHI4 EMBED inches w.. w v r ...... r-.. S'.._ ,.. ... HOLLOW CHIT .. .. .. u� ...._ ,l:L- ,. GROUTED Cfill FACE" MORTAR JOINT FACIE MORTAR JOINT Tension Shear X- ZF -i4X` Tension Shear Tension Shear - Dome-head head Nall X -DNI 0.1 45 Tension - -- 185 - ° 11.011 70 90 94 350 156 170 115 u Dame -head lfa11 1111111111111 4.140 0.138 1/4 -20 Threaded Stud W5 . . .... 6.188 0.145 4;04 145 685 70 70 ... -' 120 100 94 130 __ _ TABLET-ALLOWABLE WORKING, VALUES IN NORMAL- WEIGHT CONCRETE FOR PNEUMATiC TOOLS (POUNDS) 5.Y' .. r.. DESCRIPTION � _ .'+l .•r,. FASTENER TYPE . .. ,..... ., ._.. .I _. .1. °. SHANK DIAMETER (Inches) . -.. .. .. .. , ,.( � 4.. PENETRATION DEPTH (1nches . -i.l ;.. _ AI:..,Y -, .•.T- ,-..' �+ TYPE OF LOAD ... .i.Y. L.._... .r,wt..'r"i. p CONCRETE STRENGTH 3004 PSI Flathead Nail Magazine X- ZF20 -14X 0.138 3/ - 85 TENSION 70 Flathead Nall Magazi Flathead Nat1 Magazine X- ZF -i4X` 0.138 0.145 1 1/4 1 7/32 SHEAR 150 Tension IMEMIIII 125 175 Tension _ 70136E 2 Y ALLOVYABL!~ WORKING VALUES FOR LOWVELOCITY FASTENERS DRIVEN INTO A572 STEEI- 1,2,4, DESCRIPTION Dave-head rteil Kaurtad Shank FASTENER TTPE x -EONI UAW DIAMETER (inches) 0.145 MINIMUM EKES. (inches) F TE ENS IliSTA13LE0 IN CONCRETE r^ { FASTENER SFiSTALLED TROliGii t4L1 Q 4CCK' Tension 3/8 inch 1/2 inch 3/4 inch TENSION 70 270 TENSION E TENSION -•. 300 SHEAR TENSION SHEAR TENSION SHEAR 660 325 725 - -- 185 Heavy -duty /)onto -heed Nai t Smooth Shank f X -41.11' , 0.177 �._ .... --- _ - 95 _ ...M_.,.. _ _.. -_ . 320 -_ 745 340 4;04 145 685 TABLE 5-ALLOWABLE WORKING VALUES IN MrNit;.ir•_r61 t'c= 3,517=0 F 8T33rlCTi3RAl. $.UUHTWE T Co7ic°Tr 'cm KIR LOW - VELOCITY FASTENERS (POUNDS) DESCRIPTION FASTENER IYPE SHANK DIA. (inches) MINIMUM EKES. (inches) F TE ENS IliSTA13LE0 IN CONCRETE r^ { FASTENER SFiSTALLED TROliGii t4L1 Q 4CCK' Tension Shear Tension Shear Lowrar^ Flute Upper Flute i. om -head Flail i -ONI 0.145 I 110 125 a0 110 200 I 1 2 185 225 130 185 280 Dome-head Nail A -IF 0.138 95 124 S5 95 200 180 130 180 2 255 Flathead Nail X-C 0.138 120 136 1 Flathead 3 d4 flail X -DE201 0.125 70 11ri } Knob -head flail ISC 0.195 1 3111 025 1111E11111 200 140 140 240 85 185 250 Heavy -deity Dame- head Nail 1 b5 0_177 255 245 285 245 I ' 1 1/2 320 325 320 400 410 „ 400 410 1/4 Threacd Stud 65 0.145 110 110 140 140 240 114 1g0 380 MIIIIIIIII 111.111111M - -- 286 2 8C y F 110 190 Occm-head Mall X-ZF22P8T 0.13$ 3/8 - Th.-aaded Stud VID - 0.205 265 1 1 1 Sts 260 445 50 I 90 125 8 -32 Threaded Stud Eye Pin rd4 TS 0.138 4.159 go 125 110 170 110 170 I5 G 90 t 8 5 550 g0 _ t 8 75 90 11111121111 90 80 50 80 8S - -- 90 gg 85 EVALUATION REPORT Copyright c, 1995 IC130 Evaluation Service, inc. (CB n Fvaluation Se Inc, 5360 WORKMAN IOU ROAD o WHI rr i hER, CAL iFO: NiA 9060i -2299 A subsriiaay corporation of the International Conference of Building Officials Filing Category: FASTENERS-Manual, Pneufnaiic or Powder - driven Stei Studs and Nails (66) 1-111.71 LOW VaLOCiTY POWDER ACTUATED DRIVE AND HILT] PNEUMATICALLY DRIVEN FASTENERS Huh , INC. SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 14146 L Sub #e&';: Hilfi low- velocity Powder Actuated Drive and Hilt Pneumatically Driven Fasteners. II. Desorption: A. Gerrrerai: The fasteners are manufactured from austemp- ered steel conforming to MESS itf 1. test fasteners are zinc plated to ASTI,4 B ;t33, SC 1, Type Ili. TheX -CF fasteners have a clear polymer compound coating and X -DE2OT fasteners have a black phosphate coaling. The fasteners are manufactured in nails, or threaded stud types with various shank diameters, thread diameters, lengths, and knurled or smooth shank S. a s oo h . s Fastener types, descriptions, dimensions and allowable loads for fastening to steel are noted in Tables 1 through 3. Fastener types, descriptions, dimensions, required penetrations, an allow t i t for fastening normal-weight and allowable Clads fo rite Ing to orma welglit and lightweight concrete are noted in Tables 4 through 7. Fastener types and allow- able loads for fastening metal siding and decking to structural steel are noted in Table 8. Fastener types, dimensions, required penetrations and allowable loads for fastening to concrete masonry units are noted in Table 9. B. installation: The fasteners are used to attach vaiious materials to sub - strafes o C TB R pin concrete ❑r steel. For ceiling i of n suspension 0n terns special . E5 .. a 9 Ae systems, P Y P er ceiling Op assemblies are available. Fastener placement requires a Hilti tow - velocity powder-actuated tool or a Hilt pneumatic tool in accordance with Hilo recommendations. When installed in steel, minimum spacing between fasteners is 1 inches (38 mm) on center and minimum edge distance is 1 /2 inch (13 mm). Fasteners are driven into concrete after the concrete attains the required design compressive s1ength. When installed in concrete, minimum spacing between fasteners is 4 incises (102 mm) on center and minimum edge distance is 3 inches (76 mrnj. Concrete thickness must be a minimum of three times the penetration of fastener into concrete. Page 5Of TO CONVERT 1 inch I /found TABLE 10-- CONVERSION FACTORS TO ram Newtons Report No. 2388 Reissued November 1, 1995 Pins attaching wood or steel sill plates to the perimeter of concrete slabs are limited by the following commons: a. Floor slab and foundation wall or footing beneath are placed monolithically to avoid construction joints. h. Foundation walls are cast -in -place concrete. C. Wood Connections: Where wood members are attached by fasteners, the connection to wood must be investigated In ensure allowable shear and with - drawal values are not exceeded. Allowable values for nails in Section 2340 of the code can be used provided the diameters are less than or equal to the Hiifi fastener shank diameter. Washers are required to reduce wood bearing stresses. D identification: The hr' word 'Htib p is stamped on the steel washers, de titr rI � h1 F P mounted on the fastener. On fasteners with plastic washers, an "H" is imprinted on the head of the fastener. The ENKK, X -DE2OT and X - CF€ fasteners are identi- fied on the packaging. Ill. Evidence Submitted: Shear and pullout test results, descriptive details, installation instructions, and data in accordance with ICBO ES Acceptance Cri- teria For Test Method to Determine Bending Yield Moment of Nails (AC95) dated September 1993. Findings N. Findings: That the fi€Ill Low- velocity Power Actuated Drive and Haiti Pneumatically Driven Fasteners described in this report compiles with the 1994 Uniform Building CndeTM, subject to the following conditions: 1. T fasteners `s installation com I with t e code this report d The s �ers a. d comply the ort an €r the NM Inc., instructions. 2. Allowable tension and shear values are as noted in this report. No increase is permitted for 1°,:ind or seismic loading conditions. This report is subject to re- examination in two years. MULTIPLY BY 25.4 4,44 Evaluation ratans of Intro Rua/mat/Gm Service, Inc., are issued solely to provide information to Classy ti members of 11}9, utilizing the code upon which the repot is Lased. Evaluation report are not to be consh as representing aesthetics or any other anribtases PIM specifically addressed nor as an endorsement or recommen- dation for tow of the setlyeet report. This report is bused upon independent tests or other technical data submitted b the applicant. The ICRO Evaluation Service, Inc., technical' staff has reviewed the test results and//r ether data, but does not possess test facilities to make an independent verification. There ie. no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other taunter in then upon or as to nny product covered by the report This disclaimer includes, butts not limited to, merchantability. 'The allowable shear and tension values are for fasteners only. 'food or steel ombers connected must be investigated in accordance with accepted design criteria. 4 For concrete sitnemaths not fisted between the limits shown, working values may be determined by linear interpolation. 3 X -ZF fasteners In 9/18 inch and 2 7/8 inch lengths have a 0145 - inch- diameter shank. All other X -ZF fasteners have a 0.13B- inch - diameter shank. 4 ,Allowable values are for normal- weight concrete. Fasteners are driven through No. 14 gage (0.0747-inch bare steel) maximum thick sheet metal and are limiter! to iestantng steel floor or coaling channels to concrete for interior nonbearing watts. 5 Equivaient metric quantities are in Table 10. Page 1off10 Report No. 2388 Page 4 of 10 X -ZF fasteners in 9/18 inch, 618 inch and 2 718 inch lengths have a 0.145 Inch shank diameter. All other X -ZF fasteners have a 0.1 a9 inch d3llamete shank. 2 Equivalent metric quantities are In Table 10. 2368 desig 1Teha3 allowable n criteria, shear and tension values are for the fasteners only. Wood or steel members connected must be investigated in accordance with accepted 2 Fasteners shall be driven to to penetration where the shank pierces the steel except as noted in this report. 3 )( -EI3N1 fasteners installed in 414 inch or greater thick steel require 7116 inch penetration. 4 X -ZF fasteners in 9/16 inch, 5/8 inch and 2 7 /81nch lengths have a 0.145 diameter. All other X - ZF fasteners have a 0,138 inch - diameter shank, SEt3uiveleft Metric tIlua�ititIes ar6ln fab'e 10. 2383 'The at towable shear end tension values are for the fasteners only. Wood or steel. numbers connected rant be ilrveotIgated Fasster*rs s tint be driven to a peret rat fen where the shank pierces the stet except as noted in this report, 'X =ALr1 fasteners installed in 314 inch thick steal require 1/2 inch penetration. 4 Equivalent metric quantities are in Table 10. Repiioti No. 2388 The allowable shear and tension values are for fasteners only. flood or steel members connected investigated in accordance with accepted design criteri a. teeth are based on ASTN A 36 steel. 2 Fasteners shall be driven to a penetration where the full diameter of shank pierces the base steel. 3 Festensrs are used to attach 814 -inch or 1 118-inch•thick plywood to a No. 11 gage (0.11 96 -inch bare steel) minimum steel members with no washers used. must be 'Fasteners are driven through a 1 ?f15 inch - diameter, 3/64 washer to attach 3 /4 inch thick plywood and a 2 -inch maul nal thick wood ember to a 3/8 -inch (minimum) thick steel member . ° Fasteners are driven through a 7 /8- inch- dieeter, 3/64- inch - washer to attach a 2 -inch nominal thick wood member to a 3/8 -inch minimum thick steel member. 5 Fasteners are driven through a 17/16 inch - diameter, 0.080- inch - thick washer to attach 1/2-inch Structural t plysw.00d to a 1/4 -Inch (mini - mum) thick steet member. 7 Fastenars are driven through wood members nominally 2 inches thick into 1 /4- inch -thick steal members using pneumatic toots. °Use of values to design or analyze diaphragms is beyond the scope of this report ° Equivalent metric quantities are in Table 10. in accordance with Page 6 of10 accepted design criteria. The allowable shear and tension slues are for fasteners only. wi th accepted assi criteria_ 2 Der:lt must bee minimum No. 20 gage (0.0359 -inch bare steel). 'tower flute width must be at least 4 I/2 inches. 4 Equivalent metric quenthes are in Table 10. The tabulated values are for fasteners installed in concrete masonry units conforming to ASTI4 C90, Grade N. Type 1. The al towable tension and shear values listed are for the fastener only; wood or steel members connected must be investigated in accordance with accepted design criteria, 3 Nlortar shall contain) to Table 21 - A of the cede as Type M mortar. ° Na more than one fastener tray be installed in an individual cell. ° F' acs shel1 thickness shall be a minimum of 1 1/4 ". 6 Equivalent metric quantifies are in Table 10. 'Fasteners shell riot be driven until the concnete has reached the designated ultimate compressive strength. 2 Deck must be a minimum No. e0 gage (0,0356 -inch Dale steel). 'Concrete material thickness at the point of penetration must be three times the fastener penetration, 'Deck flute wi dth musty be at least 4 1/2 inches. 5 Equivaltent tate'iric quantities are in Table 10. 'Loads based on ASTN A 36 steel base material and decking or siding with yield point, F, g 33,000 psi. The allowable shear and tension values are for the fasteners only. Wood or steel members connected must be investigated in accordance with accepted design criteria. 5 Fastenerrs shall be driven to a penetration where the shank pierces the steel except as noted in this report, 4 Far steel deck diaphragms with fasteners, Evaluation Report No. 4373 has applicable information. SEquiValertt metric quantities are in Table 10. Repot' No. 2M Wood and steel member connected must be investigated in accordance EVALUATION REPORT Copyright , V1998 ICBO Evaluation Service, Inc. i - cATALGG titm[t3ER OVEfiALL LENGTH Onche4 X- DNI72 3 X -2F72d 3 X- Cl'72 3 iCB0 Evaluation Service, I na RE / EWED FOR r`E COMPLIANCE i-,.' MAY 12 2008 6- c 1 AX=.1. 5366. WORKMAN MILL ROAD ' WHITTIER, OALIFOFINIA, 90E01 -2299 A sc/bsicbiarycolporatlon of Ito International Conference of Building Officials Filing Category: FASTEli9ERS---- tManuat, Pneumatic or Power - driven Steel Studs and Nails « S) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES I-i LTI, INC. SOt;:'T11 1221'£D EAST AVEHUE TULSA, OKLAHOMA 74146 i. Subject: Exterior or Perimeter Sill and Interior Plate Anchorages. ii. Description: A. General: ,lie Hilti, Inc., fasteners described in Table 1 of this report are used to attach wood sills to concrete foundations. The fasteners are designed to be installed with a Mitt low-velocity powder- actuated tool in accordance wfth the manufacturer's recommendations. The wood sills, seasoned to a moisture content of 19 percent or less and used under continuously thy conditions, have a 2 -inch nominal thickness. the sills are attached to normal - weight concrete foundation wails having a minimum curing time of seven days or a minimum ultimate compressive strength of 2,000 pounds per square inch s (f 3.8 MPa }_ Fastener spacings are noted in Table I of this report. B, identification: Fasteners are identified in the field with the word stamped on the prerrlounted steel washers. Where plastic washers are used, an `H' is imprinted on the fastener head. IA. Evidence Submitted: Independent laboratory tests and data in accord- ancewith the ICBO ES Arxeptartce Criteria toTTest Method to Determine Bend- ing Yield Moment of Nails dated September 1993. TABLE 1 - ALLOWABLE FAST=ENER SPADING HEAD DiAMETEn I SHANK DIAMETER (inches) ( (inches) 5 t16 0.145 51 1b 0.145 5 /10 0.145 Findings IV. Findings: That the Exterior or Perimeter Sill and interior Plate Anchor- ages are an alternate method of anchoring mad sill plates to that of the 1394 Uniform) Building Code'"', subject to the following conditions: 1. Fastener spacings comply with Table 1 of this report. 2. Exterior sill fasteners are centered in the wood sills a minimum 1 inches (44.5 mm) from the concrete edge. 3. Spacings In Table 1 are based on a maximum 100 - pound- per -foot (1459 itilrrfj shear load. For greater shear loads, see Evaluation N. 2388 for spacing. 4. stabs Fast t~n.. w O €s nog be y 515/50 to attach plates to the perimete. C of concrete here: a. No cold joint exists between the slab and the foundation below the plate. b. The plate is not installed on slabs supported by foundation wells formed of concrete block. 5. Fasteners are installed in normal- weight concrete that has cured a minimum of seven days Or has reached an ultimate compressive stren of 2,000 pounds per square inch (13.8 MPa). Il. Fasteners are installed in concrete with a minimum thickness of three times the fastener penetration. This report is subject to re- examination in two years. fnterior Shear Waits 1.5 1.5 1.5 Report No. 1290 Reissued January 1, 1996 MAXIMUM SPACING IN FEET r !Mader Nonshear Exieriar Shear and waits Nonsheer Walls 3.0 1.5 3.0 1 1.5 3.0 1.5 Fcrr Si: I inch = 25.4 mm, t foot 304.8 nun. 1 Spaclns are based on the attachment of 2 - inch nominal Mick minimum 0.50 specific gravity wood sill plates to concrete floor stabs or footings. For lumber with 0 tower specific gravity multiply the requied spacing of fasteners f'nr shear walls by 0.81 tier lumber with a minimum specific gravity of O.42 artd 065 I+ r lusiber with a minimum specific grav ity of 0.35. 2 Spacings ss riwo are independent of the 'number of building Ste, 011 walls shall have fasteners placed at 6 inches from cues of sill plates with maximum spacings between as shown above. 4 Tttis fastener is installed with a 0.059-inch-thick. 4.780 -inch square steel washer with truncated corners. This fastener is installed with a 0.059-inch-thick, 1.10 -inch square steel washer with rounded corners. 0 Fasrener• indicated shall havc two pins placed 6 inches and 10 i act les respectively from each end of sill plates with maximum spacing between as shown, above. RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER Ea as/uarann reports e f erCf O Evaluation Service, Inc_, are issued safely iaa provide information to Class A members of /CRO. utilizing the a .de open which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recoinmert- da,•iora jar use of the subject report. nis report is bused ripen independent tests or other technical data submitted by the applicant_ The JCBO Evaluation Service. Inc., technical staff has reviewed the test results mndlor other data, but does dart possess test facilities to make on independent ver catian. There is no wwran by 1C11 O Evaluation Service, Inc., express or implied, as to any `<Findiag"or other natter in the report or as to any product covered by the report. This disclaimer includes, butts not limited to, marcher ANEW:ty. Page 1 of 1 III IALLJ DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net REG STE E ARCHITE7 "fIIC .PAVIOk UDK W OF WASHINGTON ,RATE hGTON tip, 4 esifield Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site - - I times. igned Date 04/01/08 ISSUED TO LANDLORD 02/21/08 ISSUED TO CLIENT No. Doi Rsttirlcel 4/13/08 Conbe Eder newt verify WI lob dreembre, dame and apedlledlorta and report any dNaspendee b datums babe proceeding tI work Wet will not be lobe for eq snow end anions not reported by fawned Gerlach: DO NOT SCALE DRAWNLS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Tds ICBO #2388 & 1290 Evaluation Report Drawn CADD -1 We JANUARY 2007 Chsdad DAU sods AS NOTED Mei ND. 740 G 1 9869_ IG101 Sap1d n Dab Olt watt maeep► +deel • W • • • CADD -1 CADD -1 Drawn TiNs drawing act b be used for onmrmcNon rind solnie'eigmeL Tin contents d nt a drawing we the copyright (Mit and we net io be reproduced In whole or in port WOW Una express widen breed copyright ewer. Watt MI not means reepasibitllltr negligent aloe or adel ion e. T 4115.854.9884 300BeyviewAvenue F 410.394.1098 Toronto, ON W watikdf n Canada PAM 2117 Weil mile ndbnel err er li3revy Qom Comm ITEM QTY. DIMENSIONS DESCRIPTION REMARKS A B C D E 144 '0 r7 7'0 '0 7'0 ± 2' - 3" NON- ILLUMINATED SIGN TO READ: GOLD, DIAMONDS, WATCHES & 231 ± 1' -3" REPAIRS. LETTERS MADE FROM 1/4" THK. BLACK PLEXIGLAS APPLIED DIRECTLY TO FACE OF WALL. CHECK & VERIFY. 232 ± 2' -3" (POLISHED EDGES) FACED WITH ' CHEMETAL' FACE FINISH 19 234 ± 2'-1" STYLE: TIMES NEW ROMAN 224 ± 1' -10" 233 1 ±5 1 8" ±2' -6 3 4" 10 -7 8 "t NON- ILLUMINATED SIGN TO READ: ROLEX (C /W LOGO). LETTERS MADE FROM 1/4" THK. BLACK PLEXIGLAS (POLISHED EDGES) APPLIED DIRECTLY TO FACE OF WALL CHECK & VERIFY. FACED WITH 'CHEMETAL' FACE FINISH 19 STYLE & FINISH: CHECK & VERIFY NON - ILLUMINATED (HIGHER) SIGN TO READ "BEN BRIDGE" RAISED 1/2" FROM THE WALL 225 2 ' ±1'-4" 5 —01 2 334 3 -134 " LETTERS MADE FROM 1/4" THICK BLACK PLEXIGLAS POLISHED WITH CLEAR PLEXI PEGS. SEE & 230 EDGES ETCHED WITH ' CHEMETAL' FACE FINISH 19 , RAISED SECTION 'A' (THIS DWG.) FOR 1/2" FROM THE WALL WITH CLEAR PLEXI PEGS AS REQUIRED. DETAIL RECEIVED CITY OF TUICWILA MAY 012008 PERMIT CENTEE FACE OF WALL FINISH 1 NON- ILLUMINATED SIGN TO READ "BEN BRIDGE" LETTERS MADE FROM 1/4" THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH ' CHEMETAL' FACE FINISH 19 , RAISED 1/2" FROM THE WALL WITH CLEAR PLEXI PEGS AS REQUIRED. SCALE: 3" = 1' -0' NON- ILLUMINATED SIGN TO READ "jeweler since 1912" LETTERS MADE FROM 1/4" THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH ' CHEMETAL' FACE FINISH 19 , RAISED 1/2" FROM THE WALL WITH a-1 CLEAR PLEXI PEGS AS REQUIRED. SECTION - A V On 1/2 21 u NON- ILLUMINATED SIGN TO READ "BEN BRIDGE jeweler since 1912 ". LETTERS MADE FROM 1/4" THICK BLACK PLEXIGLAS POLISHED EDGES ETCHED WITH 'CHEMETAL' FACE FINISH 19 B NON-ILLUMINATED SIGN ELEVATION- 1 26 EXISTING: Item No's. & Q (Re- located) SCALE: 1"=V-0" NOTE: THIS DRAWING IS DIAGRAMMATIC, ONLY INDICATING SIZE AND FINISHES. USE ORIGINAL ARTWORK FOR FABRICATION. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS TO DESIGNERS AND TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. SIGNAGE SCHEDULE 'GOLD' SIGN MEM NOS. CD B A LDIAMONDS 'DIAMONDS' SIGN 6nfbi 1�.M sc) 'ROLEX' SIGN ITEM NO. 0 B WATCHE 'WATCHES' SIGN ITEM NO'S. SCALE: NOT 10 St4LE B AEREPAIRS 'REPAIRS' SIGN ITEM NO. 09 NON- ILLUM. INTERIOR SIGNS 04/01/08 02/21/08 No. Dab DO NOT SCALE ORMOND& TIN R. No.740 Pploci 9869_ IS811 olowatt 1D LJ DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net Wthiebi Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site at all times. igned Date ISSUED TO LANDLORD ISSUED TO CLIENT Ridden Cathedra mud verify a9 jab dinwla ono, daub, dill and apialliordione and report any dbormenaleobdodgem bob, promoting with work Walt ell not be 1m1e tar any mom and ardwiars not world by [lewd Conimal r. rg BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 4/13/08 INTERIOR & EXTERIOR NON - ILLUMINATED SIGNAGE DETAIL, STOREFRONT CLOCK DETAILS & SIGNAGE SCHEDULE D rawn CADD -d Dab JANUARY 2007 Chided DAU Sc eM. AS NOTED signehie Der • W • • • CADD -1 CADD -1 Drawn OF 2 SHEETS Thls deewrrp not b be reed for ceedndoe ariN oauimegned. The amide(NM drawhq nit the copyright dWalt and amnotbbs reprodeced h wide ar In pert vdlhort the wren dlten oonretdh copyright awmr. Wallet not arum r..pardbily for my nplput arras or ariMae. T 410.884.9884 000 aware imam F 410.094.1008 Taranto, ON w wdtlnd.aan *rode PAM 8R7 vrra rdeerm.e ra .r e3.oer ampaaopaer ITEM QTY DIMENSIONS TRA\SLUSCENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FI \ISH A B C/W LIGHT ILLUv11NATI0N BAC<GRCUND C D DESCRIPTION REMARKS 148 1 1 -10 ± 6' -11 7�8 ± 4 4 -4 516 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE LETTERS TO BE INDIVIDUALLY CUT -OUT MOUNTED DIRECTLY TO HINGED SIGN PANEL. jeweler since 1912" FACED WITH FINISH 19 MOUNTED DIRECTLY TO HINGED SIGN PANEL FINISH I20 I ILLUMINATED SIGNS ITEM NOS 0 SCALE: Yr =1'-O' SIGNAGE SCHEDULE NOTE: THIS DRAWING IS DIAGRAMMATIC, ONLY INDICATING SIZE AND FINISHES. USE ORIGINAL ARTWORK FOR FABRICATION. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS TO DESIGNERS AND TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. NO VISIBLE FASTENERS EXPOSED ON SIGN FACE. PROVIDE A CONTINUOUS GASKET AROUND THE INSIDE OF EACH FACE TO SEAL AGAINST LIGHT LEAKS. PROVIDE RESTRAINING CHAINS NECESSARY TO HOLD FACE WHEN OPENED FOR SERVICE. ILLUMINATED SIGN TO READ: BEN BRIDGE" "JEWELERS SINCE 1912 ". "BEN BRIDGE" LETTERS MADE FROM 1/2" CLEAR PLEXIGLAS FRET CUT FACED WITH "CHEMETAL" FINISH 19 "jeweler since 1912" LLIIERS MADE FROM 1/2" CLEAR PLEXIGLAS FRET CUT FACED WITH "CHEMETAL" FINISH 19 DIRECTLY MOUNTED TO ILLUMINATED HINGED SIGN PANEL. LEASE LINE MALL LANDLORD'S BULKHEAD. HEAVY DUTY (CONTINUOUS) PIANO HINGE, BLACK FINISH. SOLID WOOD BAND FINISH RI BACK ILLUMINATED_ SI BOX PANEL FINI 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE " FACED WITH 'CHEMETAL' FINISH 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE " FACED WITH 'CHEMETAL' FINISH 1 /4" THICK (ILLUMINATED) HINGED SIGNAGE PANEL FINISH 7, WITH 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI LETTERS TO READ "BEN BRIDGE jeweler since 1912" FACED WITH SOLID WOOD BAND FINISH 5 19 [19 P I [19I y L SECTION - 1 HALF FULL SCALE 1/4" THICK (ILLUMINATED) HINGED SIGNAGE PANEL FINISH 20 C/W ALUMINUM CHANNELS ALL AROUND "STYLMARK" 11110577, BRUSHED STAINLESS STEEL 218. ALUMINUM SIGN BOX r - 4/ ' — SIGNAGE P� ALUMINUM I "STYLMARK STAINLESS L _ PROVIDE BEHIND AS • �t 1/4" X 1/4" REVEAL STAIN FINISH TO MATCH FINISH M 1/2" PL BACKING (ILLUMINATED EL FINISH prd C/W HANNELS ALL AROUND #110577, BRUSHED EE 218. BE _CUSHION EQ IRED. Q INTERIOR: PAINTED SATIN WHITE TO MAXIMIZE INTERNAL REFLECTION. 1 /L" HICK (ILLUMINATED) HI GED SIGNAGE P NEL FINISH 20 , [TN 1/2" THICK IRAN LUSCENT OPAL HIT' PLEXI LETTERS TO READ "BEN BRIDGE jeweler since 1912" FACED WITH FINISH 19 SURFACE MOUNTED (TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES FOR SIGN ILLUMINATION (CHECK & VERIFY). SEE DWG. 11's A6 & A15 FOR SPECIFICATIONS & DETAILS. 1/2" THICK PLYWOOD BACKING 000 112 INTERIOR: PAINTE[ WHITE TO MAXIML INTERNAL REFLEC• PROVIDE VENT HOLES WHERE REQUIRED FOR HEAT CIRCULATION. L DETAIL - 2 SCALE: HALF FULL SIZE • .__ . REVIEWED FOR �°OPE COMPLIANCE NOTE: THIS BOTTOM DOUBLE TUBE FLUORESCENT FIXTURE MAY NOT BE USED IF ABOVE FIXTURES GIVES GOOD ILLUMINATION TO SIGNAGE & HINGED SIGN PANEL (CHECK & VERIFY). MAY 12 213138 3�A f Tukv,Va 66 121 • • Working Drawing Review App roved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , - i times. 04/01/08 02/21/08 No. Di RECEIVED Rabb No. 740 CITY OF TUKY LA MAY 0120 8 Pitilid PERMIT CSI —ER 9868_ IS821 IwJ DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net "GIST ?I iD RCHiTEC � �408 l � h VID A. OA STATE OF WASHINGTON Westfield DO NOT SCALE DRAWINGS. gned Date ISSUED TO LANDLORD ISSUED TO CLIENT Radian BE N BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Ciudad DAU Saab AS NOTED OlaWa� T 4154.9884 F 416. 1.1006 W wolf cam 4/13/08 Cordraobr must verify d1 job doonic o, dl■hlllg% debie end apedlkilfonli and report ally deonpondos b duhr m bib. procoodIng with work Walt will not be Bibb for orb once and oedeelon Ilea reported by (lmhehd Conhiotor. • W • • CADD -1 CADD -1 Dawn ILLUMINATED (EXTERIOR) SIGNAGE DETAIL Minn CADD -1 Deb JANUARY 2007 IS -2 OF 2 SHEETS Mb Duchy not to be aced iar conshoolon tat■ a xmlor laded. The =Mb of fhb &owing ere the copyright Whit sod en not to be reproduced in whole or In part without She ellpreuwlMen coma tof Do copyright owner. Wdt at not mums rorgasbEly forab Wiwi errors or alissiohe. 30D B.yutewAvenue Tomb, ON Comb LIM WET Wan rrt:arrlar w, ee BWolf 001/3014=1" NEW 1' -10" HIGH "B ", 1/2" THICK TRA\SLUSCENT OPAL WHITE PLEXI FRET CUT RAISED LETTERS FACED WITH FI \ISH 19 C/W LIGHT ILLUv11NATI0N BAC<GRCUND HIf\GED SIGH PANEL. b A v 2C bi o > en JD / 00. am hl ! 1 5 5 k1 121 12 1 121 121 5 it M iL 9 1/2 148 ��� EQ. 1- r , EQ . 77 N ■ 5 1 /2" / F i4 ` ,A rf, Ar.4.- .1 121 ^ ' - 4. .., 5 5 NEW ROLL -UP GRILLE DOOR 1 21 1 � 147 PARTIAL STOREFRONT (SEE DWG. ELEVATION - A SCALE: err= r-a• NO.A15) ILLUMINATED SIGNS ITEM NOS 0 SCALE: Yr =1'-O' SIGNAGE SCHEDULE NOTE: THIS DRAWING IS DIAGRAMMATIC, ONLY INDICATING SIZE AND FINISHES. USE ORIGINAL ARTWORK FOR FABRICATION. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS TO DESIGNERS AND TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. NO VISIBLE FASTENERS EXPOSED ON SIGN FACE. PROVIDE A CONTINUOUS GASKET AROUND THE INSIDE OF EACH FACE TO SEAL AGAINST LIGHT LEAKS. PROVIDE RESTRAINING CHAINS NECESSARY TO HOLD FACE WHEN OPENED FOR SERVICE. ILLUMINATED SIGN TO READ: BEN BRIDGE" "JEWELERS SINCE 1912 ". "BEN BRIDGE" LETTERS MADE FROM 1/2" CLEAR PLEXIGLAS FRET CUT FACED WITH "CHEMETAL" FINISH 19 "jeweler since 1912" LLIIERS MADE FROM 1/2" CLEAR PLEXIGLAS FRET CUT FACED WITH "CHEMETAL" FINISH 19 DIRECTLY MOUNTED TO ILLUMINATED HINGED SIGN PANEL. LEASE LINE MALL LANDLORD'S BULKHEAD. HEAVY DUTY (CONTINUOUS) PIANO HINGE, BLACK FINISH. SOLID WOOD BAND FINISH RI BACK ILLUMINATED_ SI BOX PANEL FINI 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE " FACED WITH 'CHEMETAL' FINISH 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE " FACED WITH 'CHEMETAL' FINISH 1 /4" THICK (ILLUMINATED) HINGED SIGNAGE PANEL FINISH 7, WITH 1/2" THICK TRANSLUSCENT OPAL WHITE PLEXI LETTERS TO READ "BEN BRIDGE jeweler since 1912" FACED WITH SOLID WOOD BAND FINISH 5 19 [19 P I [19I y L SECTION - 1 HALF FULL SCALE 1/4" THICK (ILLUMINATED) HINGED SIGNAGE PANEL FINISH 20 C/W ALUMINUM CHANNELS ALL AROUND "STYLMARK" 11110577, BRUSHED STAINLESS STEEL 218. ALUMINUM SIGN BOX r - 4/ ' — SIGNAGE P� ALUMINUM I "STYLMARK STAINLESS L _ PROVIDE BEHIND AS • �t 1/4" X 1/4" REVEAL STAIN FINISH TO MATCH FINISH M 1/2" PL BACKING (ILLUMINATED EL FINISH prd C/W HANNELS ALL AROUND #110577, BRUSHED EE 218. BE _CUSHION EQ IRED. Q INTERIOR: PAINTED SATIN WHITE TO MAXIMIZE INTERNAL REFLECTION. 1 /L" HICK (ILLUMINATED) HI GED SIGNAGE P NEL FINISH 20 , [TN 1/2" THICK IRAN LUSCENT OPAL HIT' PLEXI LETTERS TO READ "BEN BRIDGE jeweler since 1912" FACED WITH FINISH 19 SURFACE MOUNTED (TOP & BOTTOM) SINGLE TUBE FLUORESCENT FIXTURES FOR SIGN ILLUMINATION (CHECK & VERIFY). SEE DWG. 11's A6 & A15 FOR SPECIFICATIONS & DETAILS. 1/2" THICK PLYWOOD BACKING 000 112 INTERIOR: PAINTE[ WHITE TO MAXIML INTERNAL REFLEC• PROVIDE VENT HOLES WHERE REQUIRED FOR HEAT CIRCULATION. L DETAIL - 2 SCALE: HALF FULL SIZE • .__ . REVIEWED FOR �°OPE COMPLIANCE NOTE: THIS BOTTOM DOUBLE TUBE FLUORESCENT FIXTURE MAY NOT BE USED IF ABOVE FIXTURES GIVES GOOD ILLUMINATION TO SIGNAGE & HINGED SIGN PANEL (CHECK & VERIFY). MAY 12 213138 3�A f Tukv,Va 66 121 • • Working Drawing Review App roved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site , - i times. 04/01/08 02/21/08 No. Di RECEIVED Rabb No. 740 CITY OF TUKY LA MAY 0120 8 Pitilid PERMIT CSI —ER 9868_ IS821 IwJ DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net "GIST ?I iD RCHiTEC � �408 l � h VID A. OA STATE OF WASHINGTON Westfield DO NOT SCALE DRAWINGS. gned Date ISSUED TO LANDLORD ISSUED TO CLIENT Radian BE N BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Ciudad DAU Saab AS NOTED OlaWa� T 4154.9884 F 416. 1.1006 W wolf cam 4/13/08 Cordraobr must verify d1 job doonic o, dl■hlllg% debie end apedlkilfonli and report ally deonpondos b duhr m bib. procoodIng with work Walt will not be Bibb for orb once and oedeelon Ilea reported by (lmhehd Conhiotor. • W • • CADD -1 CADD -1 Dawn ILLUMINATED (EXTERIOR) SIGNAGE DETAIL Minn CADD -1 Deb JANUARY 2007 IS -2 OF 2 SHEETS Mb Duchy not to be aced iar conshoolon tat■ a xmlor laded. The =Mb of fhb &owing ere the copyright Whit sod en not to be reproduced in whole or In part without She ellpreuwlMen coma tof Do copyright owner. Wdt at not mums rorgasbEly forab Wiwi errors or alissiohe. 30D B.yutewAvenue Tomb, ON Comb LIM WET Wan rrt:arrlar w, ee BWolf 001/3014=1" Q Q Q 12/12 EXIST SALES 14/12 C —,_=P 4 r Illlllllllil�i�. I _ Ikt� — — 1 8/1 � 'i 1 1 � Jf N r �■1 I 11111 11 =11121 - .. _ -I 11 lye U LL �� i r Rik_ a !F 1llL RG -2 — 1 4ao 1 1 I 41) N ®N III MI Am_ 1 MECHANICAL PLAN 1 /4 " -1' - O" MECHANICAL GENERAL NOTES CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE ACCESSIBLE LAY —IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. 2 ROUND RIGID SUPPLY, RETURN AND RELIEF AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH 1" THICK, 1.5 LBS. DENSITY, FOIL FACED FIBERGLASS INSULATION. FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 5 FT. 3 MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 4 THE HVAC CONTRACTOR IS RESPONSIBLE FOR COORDINATING BOX —OUT LOCATIONS FOR ALL DRYWALL MOUNTED AIR DEVICES WITH GENERAL CONTRACTOR AND CEILING FRAMING. 5 MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS —BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 6 THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUB CONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 7 THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT ANY MECHANICAL EQUIPMENT. THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD PRIOR TO BID. 8 FIRE PROTECTION PLANS (SPRINKLER DRAWINGS) MUST BE ENGINEERED AND WET SEALED BY A LANDLORD APPROVED, LICENSED REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. NOTE: ALL ROOFING WORK IS TO BE PERFORMED BY THE LANDLORD'S CONTRACTOR AT TENANT'S CONTRACTOR'S EXPENSE, IN ORDER TO MAINTAIN THE WARRANTY AND THE INTEGRITY OF THE ROOF SYSTEM PRIOR TO BID SUBMITTAL. 0 0 0 0 0 MECHANICAL CODED NOTES EXISTING THERMOSTAT FOR RTU, AND ASSOCIATED WIRING, ETC. TO BE RELOCATED AS SHOWN ON PLANS. INSPECT ALL THERMOSTATS FOR PROPER WORKING ORDER, CLEAN, CALIBRATE AND REPLACE IF REQUIRED. RTU -1 EXISTING ELECTRIC COOLING HEAT PUMP ROOFTOP HVAC UNIT IS TO BE REUSED. CLEAN AND ADJUST EXISTING ROOFTOP UNIT. CHEMICALLY CLEAN COILS, PERFORM OIL SAMPLE TEST ON COMPRESSORS TO VERIFY CONDITION, REPLACE BELTS, VERIFY ECONOMIZER CONTROLS ARE FUNCTIONAL AND MAKE SURE ALL EQUIPMENT IS IN PROPER OPERATING CONDITION. REPLACE ANY DEFECTIVE PARTS OR EQUIPMENT. GREASE AND /OR REPLACE IF REQUIRED FAN BEARINGS, CHECK SHAFT FOR SCORING, CHECK MOTORS FOR PROPER AMPERAGE DRAW. CLEAN OR REPLACE CONDENSATE DRAIN LINE AS REQUIRED. REBALANCE FANS TO CFM'S SHOWN ON PLANS. FURNISH UNIT WITH THREE SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS JUST PRIOR TO AIR BALANCE AND ONCE AGAIN AFTER FINAL STORE CLEANING IS COMPLETE. EXISTING PLUMBING FIXTURES, EXHAUST SYSTEM, TRIM, PIPING, WATER HEATER ETC. TO REMAIN, CLEAN ALL FIXTURES AND LEAVE IN LKE —NEW CONDITION. REPLACE TOILET BALLCOCK AND VERIFY PROPER OPERATION OF EXHAUST FAN AND WATER HEATER AND REPLACE IF REQUIRED. EXISTING AIR DEVICE TO BE REUSED AT EXISTING LOCATION. THE MECHANICAL CONTRACTOR TO CLEAN GRILLE AS NEEDED. ENSURE THAT FLEX DUCT IS NOT KINKED OR FOLDED. PAINT IF REQUIRED. REBALANCE AIRFLOW TO CFM INDICATED. EXISTING DUCTWORK SHALL BE REUSED. VERIFY EXACT SIZE AND LOCATION IN THE FIELD PRIOR TO BID. 0 0 0 10 FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. LEGEND x r 7 1 r — / I �� J EXISTING S/A DIFFUSER TO REMAIN. NEW S/A DIFFUSER. EXISTING R/A GRILLE TO REMAIN. NEW R/A GRILLE. EXISTING DUCT TO REMAIN. s NEW DUCT. ( . Q R EXISTING PENDANT SPRINKLER HEAD TO BE RELOCATED R EXISTING CONCEALED SPRINKLER HEAD TO BE RELOCATED (• •E EXISTING PENDANT OR CONCEALED SPRINKLER HEAD TO REMAIN QN NEW PENDANT SPRINKLER HEAD • N NEW CONCEALED SPRINKLER HEAD THERMOSTAT LOCATED 48" ABOVE FINISHED FLOOR, FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATION WITH TENANT. MECHANICAL CONTRACTOR SHALL WIRE FROM NE THERMOSTAT TO THE HVAC UNIT. THERMOSTAT SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. RTU CONTRACTOR TO PROVIDE WHERE SHOWN ON PLANS AND /OR AS DIRECTED BY THE LANDLORD A ROOF MOUNTED HEAT PUMP ROOFTOP HVAC UNIT. ROOFTOP UNIT SHALL INCLUDE INCLUDE A FULL PERIMETER ROOF CURB, COMPLETE ECONOMIZER PACKAGE WITH ALL CONTROLS AND WIRING FACTORY MOUNTED. UNIT SHALL BE FURNISHED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS PRIOR TO TURNING STORE OVER TO TENANT. PROVIDE UNIT WITH BAROMETRIC RELIEF DAMPER ALL ROOF WORK INVOLVED WITH SETTING OF THE ROOF CURB AND UNIT SHALL BE DONE BY THE LANDLORD'S ROOFING CONTRACTOR AT THE GENERAL CONTRACTOR'S EXPENSE UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT RTU PER LANDLORD'S REQUIREMENTS. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL CONDENSATE DRAINS FROM ALL RTU'S AS SHOWN ON PLANS. MINIMUM DRAIN SIZE TO BE 1" OR AS SPECIFIED ON PLANS. CONDENSATE DRAIN TO BE TRAPPED WITH A MINIMUM 5 TRAP DEPTH. DRAINS SHALL BE EXTENDED BY THE TENANT CONTRACTOR AT A SLOPE OF 1" PER 40' TO THE ROOF DRAIN. PROVIDE RETURN AIR OPENING THROUGH THE WALL SEPARATING THE SALES AREA FROM THE NON —SALES AREA. SIZE OPENING AS NOTED. SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE RTU SUPPLY FAN IF ACTIVATED. SMOKE DETECTOR TO BE PROVIDED BY ELECTRICAL CONTRACTOR INSTALLED BY MECHANICAL CONTRACTOR. WIRING BY ELECTRICAL CONTRACTOR. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO BID. VERIFY ANY RETURN AIR OPENINGS IN SALES AND STOCKROOM WALLS AND ENSURE OPENINGS REMAIN UNOBSTRUCTED AT THE COMPLETION OF CONSTRUCTION. GENERAL REMODELING NOTES 1 ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE INTENDED FOR USE AS A DESIGN /BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF THEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: A COORDINATION WITH OTHER TRADES. B PROVIDING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRCUITING AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS —BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. 2 THE CONTRACTORS SHALL VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED DUE TO EXISTING CONDITIONS IN EVIDENCE. 3 CONTRACTOR SHALL RECORD, ON A SET OF " AS — BUILTS DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN —OVER TO THE ARCHITECT /ENGINEER UPON COMPLETION OF THE PROJECT. 4 ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. RECEIVED CITY OF TUKWILA MAY 01 Z008 PERMIT CENTER FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. • • trim DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net • Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville. Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 JOB - � A 30 40 4 i;O AL w3/4 firs Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings is required to be kept on the job site . . I times. vvv I DO NOT SCALE DRAWNG& Wstfiekt iigned Date 04/01/08 ISSUED TO LANDLORD 04/01/08 ISSUED TO CLIENT No. Dab Rovhlon Cwrboolox must verily d Jab dmetiona esongp, da-ds and apodfloallono and report mw dlswapstNrts b &r em bobs proaesdng vrllh work. Walt N not bs Mb kr anal arr*reoral 011161111210 not raporbd by ems! BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Mork MECHANICAL PLAN 9869 10001 Mown ' 1.. :5; Debt JANUARY 2007 Chsdred '� ,1 Scabs AS NOTED Raid No.740 Slpraboo Dad 010 Watt 4/13/08 ect ect Dtlawu • W • • • MiOl OF 7 SHEETS This throb" not b be aeon for conelnaffon irl■ cords otned. The *winds of this draft aro be aapyrIgl td Wrl and me notb be wpodusad b whole or In part without the neon wdiden *anent alba copyright wow. Mara not adman raepweelt■ly for arq►rreIpent more or aNrslw■. T 416.384.9284 300 Beyrlew Avenue F 416.864.1098 Tomb, ON W whom Canada M5A WC/ YYYa rManreatd Mw an Erroy asap C MECHANICAL /PLUMBING RESPONSIBILITY SCHEDULE NEW HVAC ROOFTOP EQUIPMENT SCHEDULE FURNISHED BY INSTALLED BY 11 N/A REMARKS TENANT SUPPLY FAN COFi1R. LANDLORD CONTR. AR HAM AD UNITS C IN lb— DUCT STEEL ALUM. SD -1 TMS • 10 "0 As� 9JPPORTS FOR AHU MO YON B VOLTAGE/ INTEGRAL TOTAL SENSIBLE O.A. UNIT 10 "0 WI UNIT 119 MANUFACTURE/ N( NC 13: AIU YDONO BOX MOTOR OPEFATIM DAMPER ACTUATOR PHASE HEATING COOLING COOLING CFM WEIGHT CONDENSING UNITS NUMBER MODEL # RG 355 BHP SP RPM MBH (MBH) (MBH) (LB) NOTES RG -2 ROLF 1CP UNITS 24'x24" CARRIER • • • B ROCF CURB FOR FRU AS REQUIRED • • O 1 RTU -1 SIRUGIURAL SUPPORTS FOR R1U AS REQUIRED. 50HJQ004 3.0 13.1 1.2 1200 .50" 1270 208V/30 38.4 35.3 34.7 220 715 0 0 0 • DFFLEER8 AND GRILLES • • • DFRRSERS/GRA LES FIRE DAMPERS NOTE: 1. Units shall be hi— efficiency, SEER as shown in schedule. 2. Provide the following factory installed accessories WALL A FiiE°"YPQF3 9MpiE DAiFERS — Through the base electric connections. — Unit main power disconnect switch. — Field powered convenience outlet. • — Hinged access doors. — Vertical Discharge. — Dual enthalpy Economizer 3. Provide the following field installed accessories. • — Knockdown roofcurb. — Barometric Relief Damper FtEMEDRJY PRESSURE DUCTWORK — Programmable night setback thermostat. 4. Start —up and one year labor warranty shall be provided by unit manufacturer. MECHANICAL /PLUMBING RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED BY 11 N/A REMARKS TENANT LACIARD COFi1R. LANDLORD CONTR. AR HAM AD UNITS C IN lb— DUCT STEEL ALUM. SD -1 TMS • 10 "0 As� 9JPPORTS FOR AHU • B • B • SD - 2 AHU YDDNO BOX AND MOONS BOX MOTOR OPERATED DAMPERS 24 "X24" 10 "0 • 119 • • AIU YDONO BOX MOTOR OPEFATIM DAMPER ACTUATOR • CONDENSING UNITS RG 355 • 22 "x22" CURB ANDAR STRUCTURAL sUPPORim FOR COND. UNITS AS REQUIRED • B B or RG -2 ROLF 1CP UNITS 24'x24" 22 "x22" • • • B ROCF CURB FOR FRU AS REQUIRED • • O SIRUGIURAL SUPPORTS FOR R1U AS REQUIRED. • • • V.A.V. BIOS • DFFLEER8 AND GRILLES • • • DFRRSERS/GRA LES FIRE DAMPERS • WALL A FiiE°"YPQF3 9MpiE DAiFERS • • • Low PRESSURE DUCINORK • • • FtEMEDRJY PRESSURE DUCTWORK • TEMPERATURE CONTROL STS1131 • • • Yw � DA • mo EF A R U YO1OR TED DAIFER ACUATORS • SMCKE , � " R " • • ZC E DAIe'ERS • DUCT HEATERS) • uter/sAsEsom HEATER(S) • RETURN AIR FAN • OUTSIDE MR WAKE HOOD/FAN • RELIEF All FAN OR Hato • EJOIAUST FANS) • EWIAJST DUCTWORK • AR BALANCE REPORT • AABC OR MB Ca:nFED AS -BOLT DRAWN • PLUMBING MURES • PIPINR AND WATER MEM • SPRRKLER PFDNO AND I£ADS • • • SENESALKEE THIS SCHEDULE IS INTENDED AS A "CUM' REFERENCE. ALL ITEMS USTED HERE ARE SPECIFIED AND DETAILED ON THESE DRAWINGS. IF THE CONTRACTOR ENCOUNTERS ITEMS THAT ARE CONTRADICTORY THEN IT IS HIS RESPONSIBILITY TO INFORM TENANT'S CONSTRUCTION MANAGER SO THAT THESE ITEMS CAN BE CLARIFIED FOR 1HE CONTRACTOR. AIR DEVICE SCHEDULE NOTES : 1. SYMBOL KEY — 4. VOLUME DAMPER — FIRST LETTER: S— SUPPLY R— RETURN E —EXH T— TRANSFER FACTORY FURNISHED. OPPOSED BLADE OR BUTTERFLY SECOND LETTER: 0— DIFFUSER R— REGISTER G— GRILLE WHERE AVAILABLE. ADJUSTABLE FROM FACE. 2.PROVIDE OPTICAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE — OTHER THAN 4 -WAY. "A" SURFACE MOUNTED "B" LAY —IN. PROVIDE WIN PLASTER FRAME 3. FINISH— FOR DRYWALL CEILING MOUNTING. "A" WHITE. "C" LAY —IN FRAME FOR T —BAR CEILING. "B" WHITE — G.C. TO FIELD PAINT 6. PROVIDE BOOT FOR DUCT MOUNTING. TO MATCH CEILING OR WALL WITH ENAMEL FINISH. SYMBOL MANUFACTURER CATALOG NUMBER NOMINAL SIZE MOUNTING MATERIAL FINISH (3) DPR. (4) BORDER (5) REMARKS MOD. NECK C IN lb— DUCT STEEL ALUM. SD -1 TMS 24 "x24" 10 "0 • • B • B SD - 2 ;�S 24 "X24" 10 "0 • 119 B • C RG 355 24"x24" 22 "x22" • • B B RG -2 TITUS 355—RL 24'x24" 22 "x22" • • B C OUTSIDE DIMENSION 1 /- 23 ",19 ", OR 11" INSIDE DIMENSION I I Design Pounders: s: MI Nome I cello 1AP L0o■lon ....._� 47.0 Deg. Latpllds B ird= Swarm Dodo D y-Blb Sumner CohabitWd -Bub 8umterD■I y Rwpi Wear DE W Dry-B416 Whew Ded{p1 Waa &b . ..... Almtpimlo Moon thNo for Avsraos t3rourd Relecinas L:ooal This m (O PAT - N hous) Aadder Dey1gd 8.t12ge Time ..� ON tt8erbge Bide Opine ShdMl 91Wee•erDeb ... - ..... aired Deis le _. DNN1001 Caa31g Iambi a._. _ 4N• IL ELS'F ILO 6 F 18.3 T — 192 ■F 1.15 Ole LIIN BTLI/O WF) IS hour . Yes Pia Calla, a l nolMllll'A 2101 MIME Hendroot airway to D10eun6w Ph System Inionnadon moo= tomb OW axe Pr Equipment e — NCO 110121 Wig Maid= bionnelko Zone and Speen Siang Eliot Mood bed WI CR1 et Dee lig Mnccol GRA WellerAorr 2D.0'Pdsp loppl 8rnderd C F11 ._ Aol d ones CRAW Outdoor VentESaon Air Data G AAAF . WV Zone CRA $I_ up .s Semi Cal I deldod peak Enos bode Contra Cooing Cd Wog Deft 'lolled bond 211 Tone Told ad bed iii MOH DENIM col toed IMH Cd CFM at Am 1m0 1205 CFO Mst bbadt CAIN 1223 CFM 8mrd plebes Cal .......1205 CRA Saud* hod s!o Lid! 1F/ Ton 332 YY A 1020'1 r ee ..... 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Mil Riming RH , 11 % m al , �1 d aC Mst zone iredpwabeeMOST Oa 'F Leal Cabe at atDB/ Les a6 Fen motor EP Fier mew*" - Dee a 01.3/71a 'F — 129 EP 0.33 W/ 223 MA C FMIpsaen 2423 025 cm, CROperace ZEE LOADS Endow & Oder Lode WWI Tnaulddan RodTminer•edon Widow Tren elntmlm MOW Trenembelon Door Locke RowTwenllodon FidEcro Cabs Oueheed Ulg Tatra Ughlts EOM; EquipmEd InErebn Shodeneous > e' Taal seer Leeds Dine Coralialre Room WEI Land Rerun Rod' Load Reim Wens Land Alden Fen Lied Visd3er Lied Supply Fan Laird epos Fan Col Fier Dog M E Nat /Lora »Mid SW= Lamb Central Cooing Cd Coned Heedm Col are WEI Co.iedls DOW GOWNS COOLED DATA AT Jim 1513 COOLIAO OA DD 1199 3331fI048 Seneitie Lorded DaLEI 0! 0 - 0 - 0! 0! 070! - 0 - 0 - 24 W - 1710 W - 0 - 0 2810 0 0 0 - 0 0 0 5120 /fl05 - 1721 1007 0 0 0 0 10 I10% 1005 191 ■ 20 1001 ▪ 30052 1001 0% 0 - 70% O1M - 30% 2i14 1280 CRA 0 220 CFAA 710 •30 1205 Cal 8202 - 0 - 0% 0 317'14 1� ▪ 31714 1003 0 - 31714 1151 leoeA3m valme am ale lisle Masan venire ms 1110 loads 1000W a 031N HSATiiO NEMO DATA AT DES 1110 MATEO OA Lis /WI 223 T / 132? Senelble LAW Dania (1110.10) o r - - 0! - ROW - 0N - O AP CI V 870 01r Or 0 - 0 - 0 4935 0 0 0 0 0 0 0 0 0 0 0 0 451 1023 1008 0 0 0 0 10373 0 0% 0 12223 0 ▪ 12328 13112 FenEve videos be Ice bide Neselbs wawa ores et hide 0 0 10% 0 0 0 1283 Gal 320 CRA 1225 CAW 0 0 0 0 a 0 0 O O 11 25 1 /4 ", 21 1 /4 ", 19 1 /4" OR 13 1 /4 24 ", 20 ", 18" OR 12" NOTE ROUGH —IN OPENING SIZES: NOMINAL 12 "x 12" = 12 1 /2 "x 12 1/2" NOMINAL 24 "x 24" = 24 1/2 "x 24 1/2" NOMINAL 24 "x 12" = 24 1/2 "x 12 1/2" NOMINAL 18 "x 18" = 18 1/2'x 18 1/2" NOMINAL 20 "x 20" = 20 1/2 "x 20 1/2" 25 1/4", 21 1/4", 19 1/e OR 13 1/4" 1 1/2" / Th k L k 1 1/8" DRYWALL MOUNTING FRAME DETAIL N TS "C" CHANNEL REINFORCING BY G.C. AROUND OPENING MOUNTING SCREW FIELD INSTALLED DRYWALL CEIUNG STEEL MOUNTING FRAME TYPICAL ROUND DUCT TAKE -OFF DETAIL N TS TO S.A. MAIN INSULATED ROUND DUCT VOLUME DAMPER FLEXIBLE CONNECTION (MAX. 5 FT.) SQUARE OR RECTANGULAR DUCT THERMAL INSULATING BLANKET WHERE REQUIRED. SUPPLY AIR DIFFUSER AIR FLOW -1" ACCOUSTICAL LINING CONICAL BELLMOU7H FITTING VOLUME DAMPER, LOCATE ABOVE ACOUSTICAL CEILING OR OTHER ACCESSIBLE LOCATION. SEAL WITH MASTIC AND DUCT TAPE Y WRAPPED ROUND RIGID DUCT STRAP CLAMP (TYPICAL) FIRE DAMPER WHERE REQUIRED T- BAR/PLASTER FRAME DIFFUSER MOUNTING DETAIL N TS LAY — IN/PLASTER CEIUNG RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER IND r 3 6240 ps 04/01/08 04/01/08 Nor Deb Chedaid • 010 watt Emphasis On Excellence D DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net M - Retail Engineering, Inc. 7 50 Brooksedge Blvd. W esterville, Ohio 43081 P HONE 614.818.232.3 FAX 614.818.2337 JOB estfieg Working Drawing Review Approved Approved as Noted Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations, One (1) copy of this landlord stamped set of drawings is required to be kept on the job site , times. T I �I DO NOT SCALE DRAVANOS. ISSUED TO LANDLORD ISSUED TO CLIENT Rs+►Won BE N BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Recd No. 740 ?, ( " SWIM oar both AS NOTED 4/13/08 Date C:onheobr mist verify e, job mitred End g% Mob Ed apedeadlan and report ww disorepedos b balm= bible moue* rrith work Walt WIl not to Isms for aid enaeend addons not reported by Owed Millydcr. MECHANICAL DETAILS Dab JANUARY 2007 • W ect ect Dram • • • 11501 OF 7 SHEETS The drawing not b be used for aadndon unN mislsa goed. The amid. d tlnia Si. trg are be copyrighted Walt and ere eab be reproduced In wide or In pmt %Short the wen sake mesddere aopydat awrsr. Walt ell not semmee reepor■bSKytr ow nit wee or widow T 418304.9804 3130 Bgyrbew Avenue F 410.304.1009 Radio. ON W wefllnican Meade 1150 2Rd Wile IKlerrldrd Mo. an Bow 0ra0FCREPE, PINSON 15 - MECHANICAL SECTION 15000 MECHANICAL GENERAL PROVISO'S IL GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS AND REVIEW DRAWINGS FOR All OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF HIS SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE CONFORMING TO THE GENERAL CONTRACTOR'S TIME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" WHICH MEANS "FURNISHED ONLY" (INSTALLED BY CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 3. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN THE TENANT SPACE PRIOR TO BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANTS CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTYS, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. LICENSES, PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TENANTS CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. DRAWINGS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN HIS BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANTS CONSTRUCTION MANAGER. EXISTING SHELL SPACE CONDITONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR. THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. • DI.SGEPANI ES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANTS CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE I. SHOP DRAWINGS 1. SUBMIT SIX COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANTS CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANTS CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANTS CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. J RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT. K. GUARANTEE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. PROVIDE EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT OR REPAIR OR EQUIPMENT DUE TO FAILURE WITHIN GUARANTEE PEROID, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PEROID OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMETN OR REPAIR. L. OPERATIONS MANUALS t ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING BINDER AND TURNED OVER TO THE TENANT. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. Y. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "ETV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL CONFORM TO U.L ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL. FL HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. 0. ACCESS DOORS A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16 X 20 OR AS SHOWN ON DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER AS DETERMINED BY CONTRACTOR AND APPROVED BY TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -ROOF ASSEMBLIES SHALL BE FIRE RATED, UNDERWRITER'S LABORATORIES, INC., LISTED AND LABELED 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. P. ELECTRICAL MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPUCABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. Q. LOW VOLTAGE (24 VOLT) HIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.EC AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. A. SCOPE OF WORK OIVI5iON 15 - MECHANICAL SECTION 1 52C0 POR 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. C. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. TESTS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. PUNNING EQUIPMENT C. GENERAL PIPING REQUIREMENTS 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANTS CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. D. PIPING 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED) A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL B. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH ILFLOW TAPE ON MALE THREADS. C. PITCH WASTE UNES 2 AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8" PER FOOT. D. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANTS CONSTRUCTION MANAGER: BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER. E. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG ° ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W ° HANDI LAV GUARD" INSULATION KIT. 2. CONDENSATE PIPING SHALL BE TYPE "L DRAWN COPPER TUBE WITH 95-5 TIN - ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: A. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. B. ABOVE GRADE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN-- ANTIMONY SOLDER. C. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. D. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. E. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPUCABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. F. SECURE PIPE AT ANGLE STOPS. G. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 1. C. EQUIPMENT DINSON 15 - MECHANICAL SECTION 15300 FIRE PROTECTION THE SPRINKLER CONTRACTOR IN CONJUNCTION WITH HIS ENGINEER AND THE GENERAL CONTRACTOR SHALL SURVEY THE SITE PRIOR TO DESIGNING THE SPRINKLER SYSTEM. THE SPRINKLER CONTRACTOR SHALL ENSURE THAT THE SYSTEM DESIGN COMPUES TO THE FOLLOWING REQUIREMENTS: B. SHOP DRAWINGS D. GENERAL PIPING THE SPRINKLER SYSTEM DESIGN AND INSTALLATION SHALL CONFORM TO CODE. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN A MANNER TO PRECLUDE ANY DAMAGE CAUSED BY A FAILURE OF THE SPRINKLER SYSTEM DUE TO ENVIRONMENTAL CONDITIONS. ENVIRONMENTAL CONDITIONS ARE TO INCLUDE, BUT NOT BE LIMITED TO TEMPERATURE (FREEZING AND EXCESSIVE HEAT), BUILDING SHELL EXPANSION /CONTRACTION CYCLES, AIR LEAKAGE, STACK EFFECTS, ETC. OCCURRING IN ANY PLENUM OR CAVITY WHERE THE SPRINKLER SYSTEM IS ROUTED. THE SPRINKLER CONTRACTOR SHALL COORDINATE THE SPRINKLER SYSTEM DESIGN AND INSTALLATION WITH THE BUILDING LANDLORD AND GENERAL CONTRACTOR TO INSURE SYSTEM FUNCTION. A. SCOPE OF NIORK 1. THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA-13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND TENANT. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, CALCULATIONS, SUBMITTALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. TESTS AND TEST CERTIFICATES. F. COST FOR SHUT DOWN FEES. 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL CONTRACTOR FOR APPROVAL. NO WORK SHALL BEGIN UNTIL TENANTS CONSTRUCTION MANAGER APPROVES HEAD AND PIPING LOCATIONS. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANTS CONSTRUCTION MANAGER. 1. SPRINKLER HEADS: A. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING STORES TO BE REPLACED), U.L, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 1650F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR FINISH TO MATCH ARCHITECTURAL CEILING FINISH. VERIFY HEAD TYPES AND COLORS WITH TENANTS CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. FINISHED CEILING - CHROME PENDANT TYPE. 2. NO- CEILING - CHROME UPRIGHT TYPE. NOTE:SEMI - RECESSED HEADS SHALL PROTRUDE NO MORE THAN 1 BELOW LEVEL OF CEILING OF SOFFIT. ALL HORIZONTAL SPRINKLER RUNS AT SIDEWALL SOFFITS SHALL BE CONSEALED WITHIN SOFFIT FRAMING. 1 A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 2. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM CEILING TO MERCHANDISE SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. 3. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICIAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDITIONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL BE CENTERED SIDE TO SIDE AND FRONT TO BACK. 5 PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH TENANTS CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 6. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR ON TOILET ROOM CEILINGS OR WALLS BELOW 8' -0" ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. E. PIPNNt F. TESTS 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A -53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B- 36- -10 -70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAUUC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 1. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. 2. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, AND TENANTS CONSTRUCTION MANAGER. DIVISON 15 - MECHANICAL SECTION 15500 HEATING VENTILATION, AND AIR CONDITIONING A. SCOPE OF WORK 1. THE HVAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE UMITED TO THE FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. B. C. D. E. F. C. H. I. J. K. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL STRUCTURAL MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. B. HVAC EQUIPMENT HVAC UNITS, EQUIPMENT, AND APPURTENANCES. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. HYDRONIC PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). DIFFUSERS, GRILLES, AND REGISTERS. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. OPERATIONS MANUALS. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. SEQUENCES OF OPERATION. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS. A. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY CARRIER CORPORATION AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EXTENDED WARRANTY. B. EQUALS EQUIPMENT AS MANUFACTURED BY TRANE OR YORK IS ACCEPTABLE. C. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. D. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. E. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VIBRATION ISOLATION DEVICES A. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE B. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. D. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. E. CONSULT MANUFACTURER FOR APPLICATION DATA. 3. CURBS AND STEEL FRAMING FOR SUPPORT A. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE "DEAD" LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. E. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANTS CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANTS CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE B. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 7. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1/2 X1 /8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. B. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. FLEXIBLE CONNECTIONS A. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. B. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 13. FIRE DAMPERS (IF REQUIRED) A. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650'F FUSIBLE UNK, TYPE A, AS MINIMUM. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 14. FLEXIBLE AIR DUCT A. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. B. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM TENANTS CONSTRUCTION MANAGER. C. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5' -0" IN LENGTH AT ANY ONE LOCATION. 15. SUPPLY AIR TAKE -OFF FITTINGS A. B. PROVIDE CONICAL OR "BELL - MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE 45' RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 16. DAMPERS A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 17. DIFFUSERS, GRILLES, AND REGISTERS A. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. C. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER IS ACCEPTABLE. 18. DUCTWORK INSULATION A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90k B. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE INTERNALLY INSULATED WITH V THICK, 1-1/2 LB. DENSITY LINER (C =0.28 cW 75'F). LINER IS TO HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. C. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1 ° THICK, 1 -1/2 LB. DENSITY (R =5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. D. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 20. SYSTEM CLEANOUT A. DUCTWORK AND AIR HANDLING EQUIPMENT 15 TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. B. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. H. SYSTEM TESTING, WISING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. INSTRUMENTATION LIST WITH LAST CAUBRATION DATES. C. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. D. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANTS CONSTRUCTION MANAGER FOR APPROVAL 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUALS. L FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. 2 RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER • • D rawn DO NOT 80.41E DRAWVI i&. 9869 Chaded MN Na.740 ".�! °i 'v4✓, ROW "1' O1• watt 1:).2 DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 JOB FAX 614.818.2337 JO Wstfiord Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verged by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the Job site , , I times. igned Date 04/01/08 ISSUED TO LANDLORD 04/01/08 ISSUED TO CLIENT No. Deb Ratko Coldrrabr mint verify El job dbnen.lorte. droafrgr. debla and epeoMloollone and report a1y diaapwcMe b **nom Wore proeeedMp wIUi 1lrork. MD WI not be Arble far ori clan rod =Oakes not rewind by t3ensr1 Codrocior. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 MECHANICAL SPECIFICATIONS Slarlebre Dante Deb JANUARY 2007 Sc le AS NOM 4/13/08 W eat eat O rono X1511 OF 7 SHEETS 71de &owing Ant b be wed for aonMndan rrIN ocul aralgeed. The =Mb of this drawing ara the aNgrIghtdWedand are notb be reproduced In whale or In pert without the wpm wdllen coning dim aapydad WiltwM not amine raapan.Nnytbraay riregard wore or a nid err.. I • e T 418.854.9884 800 Swam Avarua F 415.854.1008 Rasta, ON W waltln8,aom Con ed@ M5 8147 Wdt Inlme d Ira of arm a7aup0din NEW 40 BOX STO SIG AFF NOTE: ELECTRICIAN TO INSTALL LOW VOLTAGE and POWER CONNECTION FROM CLOCK CONTROLLER IN BACKROOM TO THE CLOCK. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS T S DHAW I - P c ELECIED C FLFCTRICAL DRAW \C TO BE HLAD \ CO\J\CIO O\STRCTO\ PLA\ (DWC. A8), L\G PLA\ 7 \ 9\i/G. A6) A\D W \G vc. -101 & F111. 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F + NEW OUTLET SHOWCASE -COYNEBT/ON-0 48— LOOSE FLOC WTI H SIDE MOUNTED JUNCTION BOX NEW AND YOOFE STAND - UP SHOWCASE SECTION, PROVIDE IN CASE ILLUMINATION AS INDICATED. RISING COUNTER OUT -LETS RE- LOCATED AS REQUIRED. oasitic CASH/WRAP COUNTER L ALL ELECTRICAL OUTLETS & CONNECTIONS TO REMAIN. Il. !lIk /.1,!111 ► ii. "■e:eh�Ilr.:,.��LOCAT • = i s r!!:�G. ^.?..iii::, �►:: "!ice �. /<'I ■ ■ \� + rho. %TANE'E ■\a Qr.` : yr■ ■fro. 'h �iew\I ewr %i■. `IN 6. ydiait■■■�. ■I. ... ■ \ Is slur! ■►r•_ NEW ' A ser onms.. Amor "'MIRK DERSLAB 1' 0 FL CONDUIT TERM! TING TO FLOOR 0 FOR TH C /AT r 'FQ NES. THIS IS CONDUIT �Q CONTAIN A PULL STRING. RUN CATS -4 PAIR CABLE FROM TO AS EX 1NIG OUTLET FOR SHOWCASE CONNECTION W 48 LOOSE FLEX WITH SIDE MOUNTED - UNCTION- -BOX. T REMAIN AS IS. STAND SHOW SECTI N, PROVIDE IN E III.UMI T10N AS INDICA . UNDERSLAB 1' 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR POWER. 11-IIS CONDUIT TO CONTAIN A PULL STRING. TO BOAR A EXISTING STOREFRONT DISPLAY WINDOWS AND ENCLOSURE, ALL LIGHTING AND ELECTRICAL NNECTION TO REMAIN. EXISTING OUTLET FOR SHOWCASE CONNECTION @ 48" LOOSE FLEX WITH SIDE MOUNTED JUNCTION BOX EXISTING JUNCTION BOX FOR STOREFRONT SIGN @±11' -0" AFF, TO REMAIN AS IS. IV1PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS EXISTING DUPLEX OUTLET FIXED TO BACK OF SHOWCASE FRONTS @ 9" A.F.F.L. TO REMAIN AS IS. POWER PLAN 1/4"=1'—o" EXISTING UNDERSLAB 1 0 FLOOR CONDUIT TERMINATING TO FLOOR OUTLET FOR POWER. THIS CONDUIT TO CONTAIN A PULL STRING. TO REMAIN AS IS. EXISTING OVERHEAD DOOR EMERGENCY RELEASE. TO REMAIN AS IS. GENERAL NOTES — POWER AND LIGHTING 1 CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU — WIRING" WHERE /WHEN POSSIBLE. MULTI—CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR FIELD CONDITIONS OR VOLTAGE DROP FACTORS MAY BE REQUIRED (FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU— WIRING "), AND RELATED COSTS SHALL BE INCLUDED IN ELECTRICAL CONTRACTORS BID. 2 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT QUANTITY AND LOCATION OF LIGHT FIXTURES. 3 EMERGENCY LIGHTS SHALL BE INSTALLED AND CIRCUITED PER N.E.C. AND ALL LOCAL CODES. ALL EMERGENCY FIXTURES SHALL BE DUAL VOLTAGE (120/277 AUTO XFMR) BATTERY BACK —UP UNITS. INSTALL CENTRAL BATTERY BACK —UP ONLY IF INDIVIDUAL UNITS ARE PROHIBITED BY LOCAL CODES, CLOSELY COORDINATE WITH TENANT CONSTRUCTION MANAGER. 4 ALL LIGHTING AND RECEPTACLE CIRCUITS OVER 150' IN LENGTH SHALL BE #10 THW /THHN AWG. ALL LIGHTING AND RECEPTACLE CIRCUITS OVER 300' IN LENGTH SHALL BE #8 AWG THIN THHN. OPTIONAL: ELECTRICAL CONTRACTOR MAY SUBMIT VOLTAGE DROP CALCULATIONS OR ACTUAL FIELD READINGS FOR EACH LIGHTING AND 11 RECEPTACLE CIRCUIT TO TENANTS ENGINEER FOR APPROVAL FOR SMALLER WIRE SIZE THAN THOSE LISTED ABOVE. MAXIMUM VOLTAGE DROP SHALL BE 3%. 5 ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM.13 OUTLET F COFFEE MACHINE @ 44" OUTLET FOR (A -24) MICROWAVE @ 44 "AFF A - 18) EXISTING UP /DOWN SWITCH TO OPERATE STOREFRONT OVERHEAD DOOR TO REMAIN AS IS. EXISTING KEY SWITCH; RECESSED FLUSH WITH COLUMN TO REMAIN AS IS. OUTLET FOR FRIDGE @ AFF GFIC GFIC OUTLET FOR WATER COOLER @ 15 "AFF A -22) (A -28) GFIC - OUTLET FOR TV MONITOR @ 72" AFF OUTLET FOR VCR/ TAPES @ 72" AFF 6 WHERE DRYWALL CEILINGS ARE USED IN THE "SALES" AREA, ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITING SO THAT JUNC11ON /BOXES ACCESS PANELS ARE NOT REQUIRED IN THESE DRYWALL CEILING AREAS. (THE USE OF JUNCTION BOXES IN THESE DRYWALL CEILINGS IS NOT PERMITTED, ARRANGE CIRCUITS TO AVOID THIS SITUATION). FIELD COORDINATE WITH TENANTS CONSTRUCTION MANAGER PRIOR TO ROUGH —IN TO AVOID CONFLICTS. JUNCTION BOXES MAY BE PLACED ABOVE LAY —IN CEILINGS. 7 SEE SHEETS ED /1 & ES /1 FOR SPECIFICATIONS, DETAILS AND SCHEDULES. 8 FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR, PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. 9 PLACEMENT OF ALL RECEPTACLES IN SALES AREAS SHALL BE INTENTIONAL (I.E. CENTERED ON COLUMNS OR WALL FEATURES, OR TIGHT TO CORNER). IF RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANTS CONSTRUCTION MANAGER PRIOR TO RECEPTACLE BOX ROUGH —IN. 10 LIGHT FIXTURES ARE PROVIDED AND INSTALLED BY TENANT'S GENERAL CONTRACTOR. TAKE ADEQUATE CARE TO CORRECTLY LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J— BOXES, TRACK, ETC. PRECISE LOCATIONS OF FLOOR OUTLETS AND J- -BOXES IS VERY IMPORTANT. 12 CONDUIT (NOT FLEX) IS REQUIRED FOR ALARM BELL LOCATE BELL ABOVE CEILING CLOSE TO STOREFRONT. ELECTRICAL CONTRACTOR TO RUN TELEPHONE CONDUIT NOT ONLY ABOVE CEILING BUT DOWN WALL TO LOCATION OF WALL MOUNTED TELEPHONE CPU. CONDUIT TO HAVE PULL STRINGS CLEARLY MARKED AS TO LOCATION OF PHONE IT IS SERVING. IF IT SERVES PHONES IN SERIES THEN ALL PHONE LOCATIONS OF SERIES TO BE IDENTIFIED. EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6" BELOW CEILING. EXISTING OUTLET FOR ULTRASONIC @ 44 "AFF EXISTING OUTLET FOR STEAMER @ 44 "AFF EXISTING QUADROPLEX OUTLET FOR POLISHING/GRINDING COLLECTOR UNITS @ 41" AFF C/W SWITCH AT FRONT COUNTER. (CHECK& VERIFY) EXISTING 2 DUPLEX OUTLETS FOR TELEPHONES EXISTING 2 DUPLEX OUTLETS FOR SECURITY ALARMS, ETC. EXISTING LIGHTING CONTACTORS & TIME SWITCH. EXISTING ELECTRICAL SERVICE PANEL TO REMAIN. EXISTING OUTLET FOR EMERGENCY LIGHT PACK 6" BELOW CEILING. EXISTING FLUSH MOUNTED DUPLEX ELECTRICAL OUTLETS FOR FAX MACHINE AND TELEPHONE AT 32" AFF. LOCATE OUTLET FOR PHONE AND POWER INSIDE THE FAX MACHINE ALCOVE. EXISTING STOREFRONT DISPLAY/7\ WINDOWS AND ENCLOSURE, ALL � LIGHTING AND ELECTRICAL CONNECTION TO REMAIN. FOR CCTV SYSTEM QUANTITY & LOCATIONS, CHECK & VERIFY WITH THE "ALARM SYSTEM CO." AND OWNER. ELECTRICIAN TO RUN 1" EMPTY CONDUIT FROM THE PHONE PANEL TO CASH Sc WRAP COUNTER. ELECTRICIAN TO INSTALL 4 —PAIR TELEPHONE CABLE (CABLE SUPPLIED BY OWNER IN PHONE CONDUIT). OTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS UGHTS 4" BEHIND THIS LINE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO- ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL 2 GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMUTED BY LANDLORD ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). 3 TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J- BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND JUNCTION BOXES IS VERY IMPORTANT. 4 CONDUIT (NOT FLEX) IS REQUIRED FOR ALARM BELL. LOCATE BELL ABOVE CLOSE TO STOREFRONT. 5 COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED ABOVE THE FINISHED CEILING. 6 SUSPENDED CEILING (GYPSUM BOARD OR LAY -IN ACOUSTIC TILE) SWILL BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY -LAWS AND REGULATIONS. 7 FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR LANDLORD'S OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OF CONSTRUCTION AS REQUIRED, ALL FOR SIX (6) AT TIME OF BIDDING. 0 0 0 0 V 0 10 NOT USED ELECTRICAL CODED HATES S 2 2 6 4 4 8 9 14 4 21 F22 -TB F30 -T8 F42 -T6 F54 -T6 F64 -T6 F72 -T6 RUN 1" CONDUIT IN FLOOR (CUT AND PATCH FLOOR AS REQUIRED) FOR PHONE AND DATA LINES FROM WALL TO SHOWCASE /COUNTER AND FROM WALL TO TELEPHONE BOARD. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK. THERMOSTAT WITH RESPECTIVE HVAC UNIT IT SERVICES. E.C. SHALL PROVIDE JUNCTION BOX AND 3/4" CONDUIT WITH PULL STRING. MOUNTING HEIGHT SHALL BE 48" A.F.F. ELECTRICAL & TELEPHONE SERVICE. SEE SHEET E501 FOR POWER RISER DETAIL NOT USED NOT USED NOT USED SYMBOL GFI C p o DT O :I. FE �i► FOI; 71 I; a El CLS QTY. 31 8 3 3 11 7 5 6 2 4 ±7 4 4 14 DESCRIPTION DUPLEX ELECTRICAL OUTLETS. COVER PLATES FINISH TO MATCH SURROUNDING FINISH. HEIGHT AS NOTED. GROUND FAULT INTERRUPTER CIRCUIT DUPLEX RECEPTACLE MOUNTED TO SUIT (CHECK & VERIFY). 2 WAY HUBBLE RECEPTACLE FOR CASH REGISTER ON SEPARATE CIRCUIT, ISOLATED GROUND. FLOOR CONDUIT STUB UP 1 -1/2" AND UNDERSLAB CONDUIT. 1 TERMINATING TO FLOOR OUTLET FOR SHOWCASE CONNECTION FLEXIBLE CONDUIT FOR ELECTRICAL CONNECTION TO SHOWCASES & WINDOW DISPLAY. CONNECTED TO WALL OUTLET FOR SHOWCASE CONNECTION. TELEPHONE JACK - DESK TYPE TELEPHONE JACK - WALL TYPE TELEPHONE OUTLET RJ45 PHONE JACK FOR CASH /CREDIT DOUBLE DUPLEX ELECTRICAL OUTLET, COVER PLATE FINISH TO MATCH SURROUNDING FINISH. THERMOSTAT. SUGGESTED LOCATION. FIRE EXTINGUISHER 2A -- 10BC (SUGGESTED LOCATION AS SHOWN) DUPLEX ELECTRICAL OUTLETS FLUSH MOUNTED, HORIZONTALLY PLACED IN BASE, COVER PLATES FINISH TO MATCH FINISH 7 FIBRE OPTIC ILLUMINATOR (150 WATTS EACH ILLUMINATOR) SURFACE MOUNTED UNDER FIXED SHELF OF STAND -UP SHOWCASE. SEE DRAWING F1 FOR DETAILS. RECESSED JUNCTION BOX INSTALLED FOR CONTACTS WITH COVER PLATE. (FINISH TO MATCH) KEY SWITCH FOR ROLLER GRILLE AT STOREFRONT (MALL SIDE) TOGGLE UP /DOWN SWITCH TO OPERATE ROLLER GRILLE (RETAIL SIDE) AT BACK OF STOREFRONT COLUMN. EMERGENCY RELEASE INSIDE STORE (AT BACK OF STOREFRONT COLUMN). HEIGHT AS REQUIRED. KEY PAD FOR SECURITY SYSTEM. (HEIGHT AS REQUIRED). BESIDE STOCKROOM DOOR WALL COVERT LIGHT SWIM CAMERA (AT BACK OF STOREFRONT COLUMNS) HEIGHT AS REQUIRED. LAMP & NOTES 150 W. TOTAL WATT *1050 REMARKS PLATE FINISH TO MATCH COLUMN FINISH UNCTION BOXES: 11 - FOR (CCTV) CLOSED CIRCUIT T.V. SYSTEM /COVERT CAMERA (9 (4 RETAIL, & 2- W WORKROOM) 2 - FOR STOREFRONT SIGN 1 - FOR STOREFRONT CLOCK SHOWCASE REFLECTORS F6 -T5 13W INCLUDING BALLAST F13 --T3 17W INCLUDING BALLAST F14 -T8 22W INCLUDING BALLAST F15 -TB 22W INCLUDING BALLAST F18--T8K24 22W INCLUDING BALLAST F18 -TBK30 25W INCLUDING BALLAST 23W INCLUDING BALLAST 36W INCLUDING BALLAST 31W INCLUDING BALLAST 33W INCLUDING BALLAST 52W INC I 54W INCLUDING BALLAST FIBRE -OPTIC UGHTBAR SYSTEM BY "FIBEROPTTC LIGHTING SOLUTIONS" OR APPROVED EQUAL ILLUMINATORS REQUIRED AS PER MANUFACTURERS REQUIREMENTS. JUNCTION BOX FOR SECURITY EQUIPMENT. RUN 3/4" CONDUIT W/ PULLSTRING TO MONITOR LOCATION. FIELD VERIFY EXACT LOCATIONS AND MOUNTING HEIGHT WITH ALARM SYSTEM CONTRACTOR /OWNER PRIOR TO STARTING WORK. SEE HVAC CONNECTION SCHEDULE ON SHEET E501 FOR SIZE OF CONDUIT, WIRING, AND OVERCURRENT PROTECTION FOR HVAC EQUIPMENT. VERIFY EXACT LOCATION IN FIELD. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE A DUCT MOUNTED SMOKE DETECTOR, THE DETECTOR SHALL BE INSTALLED IN DUCT WORK BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL INTERLOCK SMOKE DETECTOR WITH HVAC UNIT. MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A COMPLETE SYSTEM. HVAC UNIT TO SHUT DOWN UPON ACTIVATION OF SMOKE DETECTOR. COORDINATE WITH MECHANICAL CONTRACTOR AND LANDLORD TO AVOID CONFLICTS IN FIELD. (T5) 13W (TB) 17W (TB) 22W B 25W ( TS 25W (TB) 23W 1T6) TB 36W T6 31W 33W (T6) 52W (T6) 54W 11 NOT USED 404 EXISTING ELECTRICAL PANELS FOR THIS SPACE TO REMAIN(VERIFY EXACT LOCATION IN FIELD) 13 SEE LIGHTING PLAN FOR LIGHTING TO BE USED. CHECK & VERIFY 34 44 132 88 100 184 324 434 132 156 REFLECTORS ARE TO BE CONTINUOUS AND FINISHED IN STAINLESS STEEL SATIN FINISH. (CHECK & VERIFY) FROM: 'NEMCO ELECTRIC' SEATTLE, WASHINGTON TEL No. (206) 622 - 1551 CONTACT: MR. ARNIE LARSON MANUFACTURER TO COORDINATE WITH FIXTURE MANUFACTURER. PROVIDE SHOP DRAWINGS FOR APPROVAL. 14 INSTALL NEW OUTLET AND CONNECT TO EXISTING POWER CIRCUIT IN THIS AREA. 15 INSTALL NEW LIGHTS AND CONNECT TO EXISTING POWER CIRCUIT IN THIS AREA. RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER FIELD VERIFY ALL CO NDITIO NS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING GODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 0 04/01/08 04/01/08 No. Deb 33 st Re/it Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site at all times. Oomb\abr must sedgy job d n% drawings, *Ms end lions and sport any dsaipades b *Mg= bibs proceeding wIh work Wait will not be Wits ix any antorsInd omissions not waded by Gu m■ i Conbaotolr. DO NOT SCALE DRAWINGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, 7UKWILA, WA 98188 POWER PLAN and POWER LEGEND. Dom ,s 9A v. , Ciudad 'XEB "� l •• Rail No.740` ; , �r 'PO Pra4sd 9969 IID001 Sputum Dab This aweinp not b be used for oansnTdCn wi rambr titled T M wiIsnb of this awing as t b s copyright of Wait Ind am not in be repraduoed In whole or in pat without the spew wrin ca■entcells copyright crew. Wait wI not assume weporelly Ea r■gig■It arras or an helms. *watt 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow@cox.net Emvhasls On Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 JOB 40809008 gned Date ISSUED TO LANDLORD ISSUED TO CLIENT Revision 4/13/08 Dub JANUARY 2007 Sc ate AS NOTED Oct eat Dram DAB DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING W 0 0 0 E 101 OF 7 SHEETS T 410.54.9004 800 D yvI w A ame F 410.384.1000 Tam* ON W wallIkiLc en Careds LISA WEE ee■r■Ilellllt km .n Sway GEOUN Ten r SYMBOL QTY. DESCRIPTION LAMP & NOTES TOTAL WATTS REMARKS A 30 EXISTING TO REMAIN: 'JUNO LIGHTING LTD.' 4" METAL HALIDE DOWNUGHT (OPEN APERTURE) # MC4- P20- 35- 8420C -WH, CONTACT: MR. DAVE GOODELL (SALES REP.) TEL NO. (206) 527 -1285 CERAMIC ARC TUBE WITH CO I L UR LAMP: 35W PAR20 SPOT 1050 AREA A 1 15 EXISTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' 4" METAL HALIDE DOWNLIGHT TO MATCH ABOVE 'A' NOTATIONS. 525 Az 29 NEW AS SHOWN: 'JUNO LIGHTING LTD.' 4" METAL HALIDE DOWNUGHT TO MATCH ABOVE 'A' NOTATIONS. 1015 B 22 EXISTING TO REMAIN: 'JUNO LIGHTING LTD.' 6" VERTICAL CFL DOWNUGHT (OPEN APERTURE) #CV6- 118T- 600C -WH, CONTACT: MR. DAVE GOODELL (SALES REP.) TEL NO. (206) 527 -1285 PL18- TT /E3000K 396 B;1 10 EXISTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' 6" VERTICAL CFL DOWNLIGHT TO MATCH ABOVE 'B' NOTATIONS. 180 Bz�_ B4 15 NEW AS SHOWN: 'JUNO LIGHTING LTD.' 6" VERTICAL CFL DOWNUGHT TO MATCH ABOVE 'B' NOTATIONS. 270 C Q 2 EXISTING 1D BE RE- LOCATED: 'JUNO LIGHTING LTD.' LOW VOLTAGE DOWNUGHT #TC44 -442C WH MR 16 EXN (FLOOD) CONSTANT COLOUR BY G.E. (ADJUSTABLE), CONTACT: MR. DAVE GOODELL (SALES REP.) TEL NO. (206) 527 -1285 35W MR16 EXN FLOOD 70 NOTE ADJUST UGHTS TO ILLUMINATE SIGNAGE @ WALLS. Ct Q 2 NEW AS SHOWN: 'JUNO LIGHTING LTD.' LOW VOLTAGE DOWNUGHT TO MATCH ABOVE 'C' NOTATIONS. 35W MR16 DOI FLOOD 70 D 10x4 COSTING TO REMAIN: 'JUNO LIGHTING' AVIO SERIES #XTI 6301 MR -16 (2) 3 -LAMP C/W INTEGRAL 12-VOLT ELECTRONIC TRANSFORMER, SILVER (SL) FINISH. CONTACT: MR. DAVE GOODELL (SALES REP.), TEL No. (206) 527 -1285 MR16 20W 800 .. ®® 2x4 DUSTING TO BE RE- LOCATED: 'JUNO UGHI1NG' AVID SERIES TO MATCH ABOVE 'D' NOTATIONS. MR16 -20W 160 Di ®® OM E ® 8 EXISTING 10 REMAIN: 'JUNO LIGHTING LTD.' RECESSED COMPACT FLUORESCENT DOWNUGHT #CV6-126; 600C -WH C/W CLEAR ALZAC REFLECTOR (26 WATT TRIPLE TUBE 3000 DEGREES KELVIN LAMP); CONTACT: MR. DAVE GOODELL (SALES REP.) TEL NO. (206) 527 -1285 26 WATT 208 _ NOTE: MUST BE 3000 DEGREES KELVIN LAMP (WARM WHITE). Et ® 4 NEW AS SHOWN: 'JUNO LIGHTING LTD.' RECESSED COMPACT FLUORESCENT DOWNUGHT TO MATCH ABOVE 'E' NOTATIONS. 26 WATT 104 F — = 3 1 6 1 24" LONG SINGLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED, NS 117 -120V; F017/741 36" LONG SINGLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED. (LOW WATT) NS 125 -120V; F025/741 48" LONG SINGLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED. (LOW WATT) NS 132 -120V; F032/741 15" LONG SINGLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED. NS 115 -120V; F14 TB /CW 17W 25W 32W 14W 51 Y 192 14 COOL WHITE WATT MISER LAMPS, UNDER STORAGE CABINETS- CONCEALED (c WORK - ROOM). G = = = H Ec = = I = = = J 5 EXISTING TO BE RE- LOCATED: 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED (LOW WATT). C232 -120V; F032/741 (2) 32x2 W 320 II IT Ji 4 NEW AS SHOWN: 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE TO MATCH ABOVE 'J' NOTATIONS. 32x2 W 256 ® 1 1 DUSTING TO MAR EXHAUST FAN IN WASHROOM DUSTING TO REMAIN: EXHAUST FAN IN STOCKROOM 150 CFM 360 CFM -- --- WIRED TO LIGHT FIXTURE r~ ~�\ HWT ' 1 E 1N G TO REMAIN: SIX GALLON HOT WATER TANK _ - INSTALL ABOVE WASHROOM CEILING STRUCTURE K O 1 EXISTING TO REMAIN: CEILING MOUNTED LIGHT FIXTURE IN WASHROOM 60W 60 CHECK AND VERIFY L 1 EXISTING TO REMAIN: WALL MOUNTED LIGHT BAR ABOVE SINK /MIRROR (WASHROOM) 6OW 60 CHECK AND VERIFY 1 MI 8 EXISTING To BE RE- LOCATED: WALL SCONCE UGHTS; LASER ILLUMINAZIONE CUBOX 21, SCONCE: 6" WIDE X 7 7/8" TALL X 4" DEEP; POUSH CHROME and SILVER POWDERCOAT FINISH WITH OPAL GLASS. "LIGHTING FORUM ", CONTACT: 1- 888- 62B -5332; Email: yahoosales@lightingforum.com 75W BULB 600 CHECK AND VERIFY WITH BEN BRIDGE P DE = _ 10 EXISTING TO REWVN: 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED, C132 -120V; F032/741 (2) 32x2 W 640 NOTE: MUST BE 3000 DEGREES KELVIN LAMP (WARM WHITE) FOR Pt = LE DI 2 COSTING TO BE RE- LOCATED: 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED, C132 -120V; F032/741 (2) 32x2 W 128 STOREFRONT DISPLAY WINDOWS & ILU N D 0 liE _ a 6 EXISTING TO REMAIN: ALUMINUM BOX LIGHT C/W DOUBLE TUBE (8' -O LONG) FLUORESCENT UPUGHT FIXTURE WITH BALLAST BOXES WHERE REQUIRED. 59x2 W 708 Q1 [I- _ Ell 6 NEW AS SHOWN: ALUMINUM BOX LIGHT B' -O" LONG DOUBLE TUBE FLUORESCENT UPUGHT FIXTURE, TO MATCH ABOVE 'Q' NOTATIONS. 59x2 W 708 & P 2 DUSTING TO RUM: EMERGENCY PACK (WALL MOUNTED) BATTERY OPERATED WITH TWIN HEAD #EL24 -WH IIIPM Ok 1 NEW AS SHOWN: EMERGENCY PACK (WALL MOUNTED) BATTERY OPERATED WITH ONE HEAD #EL24 -WH __ IIIM 4 LNG TO RE & RE- LOCATED: CEILING MOUNTED EXIT LIGHT. EXR -51 WH. LED EXIT SINGLE FACE FROM: JUNO LIGHTING NOTE: SHOULD NOT BE VISIBLE FROM MALL COMMON AREA. I EXIT I 1 NEW AS SHOWN: CEILING MOUNTED EXIT LIGHT. EXR -51 WH. LED EXIT SINGLE FACE FROM: JUNO LIGHTING --- EXIT) (SD) 1 BASTING TO REMAIN: SMOKE DETECTOR (ON THE CEILING) WITHIN 10' -0" OF THE OPENING INTO THE MALL, TO COMPLY WITH THE LOCAL FIRE CODES AND REGULATIONS. -- � `- / 1 EXISTING TO BE RE- LOCATED: SMOKE DETECTOR (ON THE CEIUNG) WITHIN 10' -0" OF THE OPENING INTO THE MALL, TO COMPLY WITH THE LOCAL ARE CODES AND REGULATIONS. __ CCTV 0 I><1 3 EXISTING TO REMAIN: CLOSED CIRCUIT T.V. SYSTEM SUGGESTED LOCATIONS C/W JUNCTIONS BOXES. SEE NOTATIONS AT PLAN, THIS DRAWING. -- HANG CAMERA FROM CEILING (TYPICAL) 8- CC1V O RETAIL 1 - CCTV @ STOCKROOM CCTV V ® 6 EXISTING TO BE RE- LOCATED: CLOSED CIRCUIT T.V. SYSTEM SUGGESTED LOCATIONS C/W JUNCTIONS BOXES. SEE NOTATIONS AT PLAN, THIS DRAWING. -- 2 NEW: CLOSED CIRCUIT T.V. SYSTEM SUGGESTED LOCATIONS C/W JUNCTIONS BOXES. SEE NOTATIONS AT PLAN, THIS DRAWING. 1 EXISTING TO BE RE- LOCATED: COVERT CAMERA SUGGESTED LOCATIONS @ 66" HIGH ABOVE FINISH FLOOR UNE (A.F.F.L.) C/W JUNCTION BOX. SEE NOTATIONS AT PLAN, THIS DRAWING. __ w 4 EXIS'ING TO REMAIN: 'JUNO LIGHTING LTD.' RECESSED GIMBAL EMERGENCY UGHT #EXT- 122 -EM, CONTACT: MR. DAVE GOODELL (SALES REP.) TEL NO. (206) 527 -1285 8W Hal. 32 2 DUSTING TO BE RE- LOCATED: 'JUNO LIGHTING LTD.' RECESSED GIMBAL EMERGENCY UGHT TO MATCH ABOVE 'RI' NOTATIONS. 8W Hal. 18 2 NEW AS SHOWN: 'JUNO LIGHTING LTD.' RECESSED GIMBAL EMERGENCY UGHT TO MATCH ABOVE 'EM' NOTATIONS. gyy Hal. 16 NON —SALES AREA ® n SALES SHOW FLUOR. AREA ® _ SALES SHOW DOWN AREA SALES GEN. DOWN AREA LIGHTS SALES SCONCE AREA LIGHTS _ _ ® CASE LIGHTS ® CASE LIGHTS ® o rr_•:— ®a IA�� rrrL ■�■, ( A- 6,A -8) !J I I I H FIEL VERIFY ALL CO \ DITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. • i ® E �1 D ® � EN LC-T\C CODED LIGHT FIXTURES ARE PROVIDED BY OWNER, and INSTALLED BY CONTRACTOR. LIGHT FIXTURES ARE STORED and PALLETIZED AT "BEN BRIDGE" IN SEATTLE. CONTACT: MR. SCOTT JOHNSON; TEL. No. (206) 239 -6841, SEVEN (7) DAYS PRIOR TO DATE REQUIRED TO ARRANGE SHIPMENT OF LIGHT FIXTURES. i OTES 9 / Q CONNECT NL /EX /EM TO CIRCUIT A -1 ® HOMERUN THROUGH A 2 —POLE CONTACTOR CONTROLLED BY SWITCH "a ". ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET O HOMERUN THROUGH A 2—POLE CONTACTOR CONTROLLED BY SWITCH "b ". ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET ® HOMERUN THROUGH A 2 —POLE CONTACTOR CONTROLLED BY SWITCH "c ". ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET ® MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. S ® N/A © HOMERUN THROUGH SWITCH "d ". ® REFER TO SHEET E101 FOR UNDER SLAB CONDUIT RUNS. ® HOMERUN THROUGH 6 POLE CONTACTOR CONTROLLED BY TIME SWITCH. CONTACTOR SHALL BE WALL MOUNTED AND "POWER RISER" ON SHEET E501. CONTACTOR SHALL BE WALL MOUNTED AND "POWER RISER" ON SHEET E501. CONTACTOR SHALL BE WALL MOUNTED AND "POWER RISER" ON SHEET E501. EE DETAIL ON THIS SHEET. IN PORTANT NOTE: PROVIDE HOLES AT WALL FOR DECORATIVE COLUMN @ 62" A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS THIS DRAWI\G TO B CO\STRUCTIO\ PLA\ DRAWI\G \o. E1C1 E READ I\ (DWG. AB), A 8c E111 /Th.o JJ\ CTIO\ WIT THE WITH ELECTRICAL 00 ® ® D LIGHTING PLAN 1 /4 " =1 I ill J \GTES GENERAL CONTRACTOR IS TO LAYOUT THE UNE OF THE FRONT EDGE OF THE SHOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE ELECTRICAL CONTRACTOR CAN CENTRE HIS LIGHTS 4" BEHIND THIS LINE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS ON THE FLOOR SO THE ELECTRICAL CONTRACTOR CAN CO ORDINATE THE LOCATION OF HIS CONDUIT AS IT COMES OUT OF THE FLOOR TO FEED THE CASES. THE CONDUIT SHOULD BE AT REAR EDGE OF THE PEDESTAL GENERAL CONTRACTOR MUST CO- ORDINATE WITH ELECTRICAL CONTRACTOR 2 REGARDING CHANNELLING OF THE CONCRETE SLAB FOR ELECTRICAL CONDUIT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL BUILDING BY -LAWS AND REGULATIONS). TAKE ADEQUATE CARE TO LOCATE ALL ELECTRICAL STUBOUTS, FLOOR 3 BOXES, J- BOXES, TRACK ETC. PRECISE LOCATION OF FLOOR OUTLETS AND JUNCTION BOXES IS VERY IMPORTANT. CONDUIT (NOT FLEX) IS REQUIRED FOR ALARM BELL LOCATE BELL ABOVE 4 CLOSE TO STOREFRONT. COMBUSTIBLE MATERIALS OF ANY NATURE WILL NOT BE ALLOWED 5 ABOVE THE FINISHED CEILING. SUSPENDED CEILING (GYPSUM BOARD OR LAY -IN ACOUSTIC TILE) SHALL 6 BE ONE (1) HOUR RATED AND SUSPENDED FROM BASE BUILDING STRUCTURE, NOT ROOF DECK OF MECHANICAL AND PLUMBING LINES OR COMPONENTS. CHECK AND VERIFY RATED CEILING IF REQUIRED BY LOCAL BY - LAWS AND REGULATIONS. FLUSH ACCESS PANELS IN CEILING SHALL BE PROVIDED FOR LANDLORD'S 7 OR TENANT'S EQUIPMENT. LOCATION OF PANELS TO BE DETERMINED AT TIME OFCONSTRUCTION AS REQUIRED. ALL FOR SIX (6) AT TIME OF BIDDING. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HI v1SELF WITH EXISTING CONDITIONS ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT AS PER LOCAL AUTHORITIES. CODE COTES • CONNECT TO EXISTING LIGHTING CIRCUIT IN THIS AREA 0 EXISTING LIGHTING SWITCH TO REMAIN ® RELOCATE EXISTING LIGHTING SWITCH TO THIS NEW LOCATION. • RELOCATE EXISTING (5)LIGHTING SWITCHES TO THIS NEW LOCATION. RELOCATE EXISTING EM. LIGHTING TO THIS NEW LOCATION. V ` a' a `b' ASTER LIGHTI G SWITC I C . SEE SHEET E101 FOR GENERAL LIGHTING, POWER AND CODED NOTES. BA\ `d' RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER ■s 04/01/08 04/01/08 No. Dd. DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cox.net Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43051 PHONE 614.518.2323 JOB �p� FAX 614.818.2337 JOB 00809008 I_ EXrIRE W stfle[d Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. DO NOT SCALE DRAWINGS. igned Date ISSUED TO LANDLORD ISSUED TO CLIENT RaNlalal BEN BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 4/13/08 ect ect Drawn Contractor must miry a Jab dhrsrdare, drasArr®e, . - - eat apeolfradlani and i cif my dlsorepandas b deeTtyren bibs prooaadhrp % Mh weak Walt MI not bp palls for arty snore and a daaiuns not reeperled by Genera Oartao ar. ELECTRICAL PLAN and ELECTRICAL LEGEND ■ Drawn Ratd Ni:f4p 1'9. Project ' SD 9869 moot Strohm Dab olO Watt Delis JANUARY 2007 Seta AS NOTED W • • • OF 7 SHEETS ThT. draping not to be used for corebudan u1■ casibregred. The =WS d iii drawing ant 1Ip copyright dWatant are natb be reproduced Insist) ar in pat semi the mews coast dim copyright r al not mums r�aTert■�►trarW its ent MSS an T 41e.204.9384 800 Beyvlaw Avenue F 411384.1098 Taranto, ON W eelOdlean Canada AliA weer rrmtlind kw. an Beau Group WPM" CAD STATION: User DRAWING: 041209,302.dwg DATE: JUN 24, 2004 TIME: 3: 06 PM Panel Wiring Schedule (3- Phase) Panelboard Panel Type NEMA Type Ckt. No. NOTE; Zone 1 E ThL /EX /EM. LTG, 3 E DOWNLIGHTS 5 E DOWNLIGHTS 7 9 E RTU -2 11 } 13 E ULTRASONIC 15 E RECEPTACLES 17 E SHOWCASE 19 E CASH REG 21 E CASH REG 23 E RECEPTACLES 25 E R =TELP. BOARD 27 E SECURITY 29 E GRILL 31 E SHOWCASE 33 E S.F. RECEP. 35 T E RECEPTACLES 37 E DOWNLIGHTS 39 E UH -1 41 E Notes C All circuit mm All Phases E Existing Circuit to remain IG Isolated Ground Circuit UNIT RTU -2 "A NORD Load Description EXISTING TO REMAIN 4 #3/O MCM THWN AND 1 #6 GRD. IN 2 1/2" CONDUIT EXISTING TO REMAIN 120/208V., 30, 4W, 200A /3P ELECTRIC METER SOCKET (METER BY LOCAL UTILITY CO.). VERIFY ALL REQUIREMENTS PRIOR TO BIDS Brkr, Size 25/3 HACK 20/2 breakers to be B0 -Amp, 1 -Pole unless otherwise noted. to be balanced to within 10% using Actual Load Totals, N.E.C. Connected Totals; Ph.A 18.623 N.E.C, Connected Totals! Ph.B 18.859 N.E.C, Connected Totals. Ph.0 19.189 Total 56.671 Connected Load. 157.3 NEC 2005 Demand Feeder Load: 179.6 VOLTAGE 208V, 3 PHASE CONNECTION NOTES. 1. ALL ROOF PENETRATIONS SHALL CONFORM TO THE ROOFING CRITERIA DESCRIBED IN THE TENANT CRITERIA MANUAL. NO APPARATICES SHALL BE ATTACHED TO THE ROOF OR PARAPET. VERIFY EXACT OVER CURRENT PROTECTION /DISCONNECT REQUIREMENTS (PER N.E.C. #440) WITH EQUIPMENT MANUFACTURER NAMEPLATE DATA UPON RECEIPT AT JOB SITE, CONTACT ENGINEER WITH ANY DISCREPANCIES. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELECTRICAL POWER CONNECTIDNS. Brkr, Opts. EXISTING TO REMAIN 200A FUSES IN LANDLORD'S 120/208V., 30, 4W, 200A /3P DISCONNECT SWITCH, [0/] VERIFY ALL REQUIREMENTS PRIOR TO BIDS L201:1) Voltage 208Y/120 GCPD 200A M.CP. Mounting SURFACE FLA O,5OfA 0.000 0260 B 0.675 0.495 C 1.000 0.360 A 1.500 0.360 B I 0.660 C 1.000 16.8 N.E.C. N.E.C. Brkr. kVA Phase kVA Opts. 55 ,Ti* 1339 A 1.200 1.760 B 1.200 0.896 C 0.384 2.016 A 0.960 2.016 B 0,836 T 2.016 C 1.496 0.360 0.360 0.360 1.320 1.800 1.080 1.440 C 0.336 A 1.500 B 1,500 C LANDLORD A 1.500 B 0.660 C A MCA 24.2 Phase 3 Wire 4 Buss 225A 0.250 1.800 1.440 1.080 5.952 5.952 HACR 5.952 MOCP A /POLE 25/3 <VA kVA kVA kVA amps amps LEASE LINE BEN BRIDGE Brkr, Size .X 70/3 ST AUX PA GFCI HACR SF AFC/ Options /Notes A1C Rating SIGN SIGN SHOW WINDOW LTG. SHOW WINDOW LTG. N.S. LIGHTS DOWN LIGHTS SPARE WALL SCONCES COFFE MAKER WATER HEATER FRIDGE MICROWAVE STEAMER WATER COOLER S.F. CLOCK SHOWCASE RECEPTACLES RECEPTACLES RTU -1 Load Description Zone Breaker Options; AS Powerlink AS Breaker LO Handle lock -on device GROUNDED AND UNGROUNDED CONDUCTORS (3) #10 THWN & (1) d10 GND VERIFY DISTANCE IN FIELD VERIFY EXISTING 10,000 E E E E E E E 20 .- 22 E E E E E E Ckt. No. 3/4" 4 6 e 10 12 14 16 18 24 26 28 30 E E E 32 34 36 38 40 42 Shunt Trip Type Auxiliary Contacts Handle Padlock Attachment Ground Fault Circuit Interrupter Heating, A/C & Refrigeration Subfeed Arc Fault Circuit Interrupter CONDUIT PANEL • A" 120/208V 30, 4W 200A MCB ELECTRICAL CONNECTION SCHEDULE LC POWER RISER DIAGRAM N TS SWITCH DISCONNECT AT UNIT 30A, 3 -POLE, NONFUSED, WP EXISTING TO REMAIN LIGHTING m Lc m m SALES SALES LIGHTS SEE SHT. E111. EXISTING TO REMAIN LIGHTING CONTACTOR FOR STORE FRONT LIGHTS AND SIGNS. EXISTING TO REMAIN DESCRIPTION LIGHTING (CONTINUOUS) TRACK LIGHT DEMAND ALLOWANCE SHOW WINDUW DEMAND ALLOWANCE KIT APPLIANCE RECEPTACLES MOTORS MISCELLANEOUS E XIST1NG TO REMAIN 7 DAY 24 HOUR PROGRAMABLE TIMECLOCK FIXED ELECTRIC SPACE HEATING AIR CONDITIONING SYSTEM ELECTRIC WATER HEATER LOAD SUMMARY NOTES. CIRCUIT A- 7/9/11 NEC DEN KVA x loon SYS. VOLTAGE X L732 61.325 X 1100 202 X 1.732 CONNECTION NOTES ELECTRIC LOAD 208T/120V SERV N.E.C. CONNECTED kVA 13.582 0,000 11.925 0.000 3.000 23.904 SUMMARY ICE NEC DEMAND NOTES CI] [2] [3] [4 C5] [6] [6],[7] I6],[7] CB] N.E.C. DEMAND FACTOR 1.25 1.00 1.0 1.0 N.E.C. DEMAND kVA 17.103 0.000 4.320 0.000 10.963 0.000 0.000 24.404 1.875 2.660 61.325_ 1.500 2.660 53.671 = MINIMUM FEEDER AMPERAGE = 170.3 AMPS [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. [2] 150VA /2FT OF LINE VOLTAGE TRACE + SUM LOW VOLTAGE XFRMS - CONNECTED LOAD [3] 200VA /LF - ACTUAL CONNECTED LOAD [4] KIT APPLIANCE DEMAND FACTOR PER NEC 220 -20 E5] 0.0 < 10KW = 100%, REMAINING - 50% [63 1257. OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. [7] USE GREATER VALUE OF THESE TWO CATEGORIES [8] 125% DEMAND FACTOR FOR TANK TYPE, 100% FOR INSTANT HOT FLOOR POWER RISER DIAGRAM GENERAL NOTES 1. HVAC CIRCUIT BREAKERS TO BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. 2. CIRCUIT BREAKERS SHALL BE OF THE SAME MANUFACTURER AND TYPE TO MATCH EXISTING EQUIPMENT AND HAVE A MINIMUM 22,000 AIC RATING. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% ( BETWEEN PHASES: A/B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. SUBMIT REPORT TO LANDLORD'S OPERATIONS MANAGER. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/ AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. TENANTS NAME AND SPACE MUST BE STENCILED IN BLACK PAINT ON THE METER SOCKET. 7. TENANTS ELECTRICAL SYSTEM SHALL BE GROUNDED TO THE MALL COLD WATER PIPING LOCATED IN THE PREMISES AND TO BUILDING STEEL (WHEN AVAILABLE). GENERAL REMODELING NOTES 1 ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE INTENDED FOR USE AS A DESIGN /BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF THEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: A COORDINATION WITH OTHER TRADES. B PROVIDING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRCUITING AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS -BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. 2 THE CONTRACTORS SHALL VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED DUE TO EXISTING CONDITIONS IN EVIDENCE. 3 ALL PANELBOARDS SHALL BE EXISTING REUSED (U.N.O.). THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL NEW AND EXISTING LOADS ON PANELS AND MAIN SERVICE TO DETERMINE LOADS ARE WITHIN LIMITS OF EXISTING OVER CURRENT DEVICES AND WIRING WITH A 25% SAFETY FACTOR INCLUDED. (BASED ON POWER COMPANY RECORDED HIGH DEMAND KW). ALL PANELS SHALL BE BALANCED WITHIN 10% HIGH LEG TO LOW LEG. 4 REUSE EXISTING LIGHTING AND INSTALL NEW LIGHTING AS SHOWN AND SCHEDULED ON PLANS. REUSE EXISTING CIRCUITS WHENEVER POSSIBLE. DOCUMENT ALL CIRCUITING FOR BUILDING DEPARTMENT REVIEW AND APPROVAL. 5 CONTRACTOR SHALL RECORD, ON A SET OF "AS- BUILT" DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN -OVER TO THE ARCHITECT/ENGINEER UPON COMPLETION OF THE PROJECT. 6 ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. FIELD VERIFY ALL CO \DITIO NS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER 04/01/08 04/01/08 No. Di The 9869_ 10001 O10 watt LwJ DAVID A. UDKO ARCHI TECT TENANT IMPROVEMENTS CONSULTING Emphasis On Excellence DO NOT SCALE DRAWNOB& 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax email: davidaudkow©cax.net M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 JOB 40809008 seek( Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site - , I times. igned Date ISSUED TO LANDLORD ISSUED TO CLIENT Rode n BE N BRIDGE JEWELER SOUTH CENTER MALL 81 SOUTHCENTER MALL LEVEL 1, UNIT #740, TUKWILA, WA 98188 Webb Di 4/13/08 Down <� y� s As NOTED 4 W ect ect Drawn tMIWaodor must verify all job ckacswkre, dnevI ge, fiddle and spe I.. and report any dleaneperdb to ddpaas batons proaeraing WM work Walt wi not be bible for arw anon and embalm net sported by G. Carb ei r. • • ■ ELECTRICAL SCHEDULES and RISER. chided ]EH R. Nov 740 PROM ! Diming E501 OF 7 SHEETS This dewing not b be need for mircron al■ oaNredened. The corded. or Ns drawing ate the omelet of Welland we not be re minced In whole or In part without the WOOS Wien convent albs aopyrlpht owner. Waft wit rig ammo wepa dbillytr * was cc anredone. T 410.5 4.0304 800 BayrlawAmen F 418384.1008 Tomb, ON W weIbilLcon Connie LOA 8R7 wee eewrw&ar eta el error Grouparepwef DIVISION 16 -- ELECTRICAL SECTION 16000 BASIC ELECTRICAL REQUIREMENTS A.GENERAL CONDITIONS 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and all other Specification Sections, are a part of this Contract. 2. The Contractor for this work is required to read the entire Specification and review drawings for all other trades. 3. The Contractor is responsible for providing his subcontractors with a full set of bid documents including Specifications and must coordinate his work and inspections and the work and inspection of his subcontractors with all other trades on site to conform with the General Contractor's time schedule. 4. The Contractor shall visit the site prior to submitting his Bid to determine conditions affecting the work. Bids shall serve as evidence of knowledge of existing conditions and any modifications which are required to meet the intent of the drawings and specifications. Failure to visit the site does not relieve the Contractor of responsibility in performance of work. 5. When used, the term "Provided By Contractor" shall be interpreted as meaning "Furnished and Installed by Contractor" with the exception where items are "Provided by Tenant" shall be interpreted as meaning "Furnished By Tenant" (installed by contractor), except where noted otherwise. B.GENERAL REQUIREMENTS 1. The Contractor shall provide all labor, materials, equipment, services, tools, transportation, incidentals and details necessary to provide a complete and fully functionable electrical systems as shown on the Drawings, called for in the Specifications, and as required by job conditions. All work not specifically noted as being by the Landlord or Power Company shall be provided by the Electrical Contractor. Closely coordinate the entire installation with Landlord and /or Power Company as required. Provide equipment that is rated for available fault current levels. Provide "Cable Limiters" if necessary to limit fault current. Field verify the exact type, size, location, requirements, etc. of existing power and telephone facilities prior to submission of Bid. 2. Unless specifically noted otherwise, materials, products, and equipment, including all components thereof, shall be new, Underwriters Laboratories listed and labeled and sized in conformity with requirements of the National Electrical Code, State and Local codes, whichever is more stringent. 3. The Drawings and Specifications are intended to supplement each other and any material or labor called for in one shall be provided even though not specifically mentioned in both. Any material or labor which is neither shown on the Drawings nor called for in the Specifications, but which is obviously necessary to complete the work or which is usually included in work of similar character, shall be provided as part of contract. 4. Where the Drawings or Specifications call for items which exceed codes or the Landlord's tenant criteria, the Contractor is still responsible for providing the system as designed and described on the Drawings, unless specifically noted otherwise. 5. All electrical work shall be installed so as to be readily accessible for operation, servicing, maintenance and repair. 6. The contractor shall do all cutting, core drilling, chasing, or channeling and patching required for any work under this division. Cutting shall have prior approval by the Tenant's Construction Manager and the Landlord. Patching shall match finish of surrounding area. 7. The Electrical Contractor shall make all final electrical connections as required for a complete and operating system. C.TEMPORARY LIGHT AND POWER 1. The Contractor shall furnish and install all temporary light at a level of 30 Foot candle throughout the space and power with related ground fault interruption protection for all Contractors and is responsible for it's removal. 2. This Contractor shall pay for all electricity prior to store merchandising and shall include cost in Bid. D.CODES 1. All work shall be performed in a neat and professional manner using goad engineering pratices. All work shall conform to the latest adopted edition of the National Electrical Code; Landlord's criteria; the State's, County's, City's and local Codes and ordinances; Safety and Health Codes; NFPA Codes; Energy Codes; and all other applicable codes and requirements. This Contractor shall inquire into and comply with all applicable codes, ordinances, and regulations. This Contractor shall include any changes required by codes in the Bid. After Contract is issued, no additional cost due to Code issues shall be reimbursed by the Tenant to the Contractor. E.IJCENSES, PERMITS, INSPECTIONS & FEES 1. The Contractor shall obtain and pay for all licenses, permits, inspections, and fees required or related to his work. 2. Furnish to the Tenant's Construction Manager all certificates of inspection and final inspection approval at completion of project. F.SHOP DRAWINGS 1. Submit six copies of material lists and shop drawings for ALL EQUIPMENT to the Tenant's Construction Manager for approval prior to ordering equipment. Submissions shall be made early enough in project to allow eight working days for Tenant's Construction Manager to review submittal without causing delays or conflicts to the job's progress. Submittals shall be in accordance with General Conditions and the manufacturer's listed on the drawings. Shop drawings shall include all data that pertains to the requirements set forth on the drawings and in the specifications. Submittals shall bear the stamp of the Contractor and Sub- contractor showing that he has reviewed and confirmed that they are in conformance with the contract drawings and specifications. Any exceptions to specifications or drawings shall be indicated to Tenant's Construction Manager. Lack of such Contractor's review and approval will be cause for rejection without review by Tenant's Construction Manager. G.TRADE NAMES AND MANUFACTURERS 1. Where trade names and manufacturers are used on the Drawings or in the Specifications, the exact equipment shall be used as a minimum standard for the base bid. Manufacturers considered as an equal or better in all aspects to that specified will be subject to approval in writing by the Tenant's Construction Manager prior to acceptance. The use of any unauthorized equipment shall be subject to removal and replacement at the Contractors expense. H.GUARANTEE 1. The Contractor shall guarantee all materials and work under his contract and shall make good, repair or replace at his own expense, any defective work, material, or equipment which may be discovered within a period of 12 months from the date of acceptance (in writing) of the installation by the Tenant's Construction Manager. Provided extended warranties as specified with individual equipment. RECORD DRAWINGS 1. The Contractor shall maintain one copy of Drawings and Specifications on the job site to record deviations from Contract Drawings, such as: a. Location of junction boxes and receptacles. b. Revisions, addendums, and change orders. c. Significant deviations made necessary by field conditions, approved equipment substitutions, and Contractor's coordination with other trades. d. Routing of any underground or under slab conduits. 2. At completion of project and before final approval, the Contractor shall make any final corrections to Drawings and certify the accuracy of each print by signature thereon and turn over to the Tenant. J.DISCREPANCIES IN DOCUMENTS 1. Drawings (plans, specifications, and details) are diagrammatical and indicate the general location and intent of the electrical systems. Where drawings, existing site conditions, specifications or other trades conflict or are unclear, advise the General Contractor in writing prior to submittal of Bid. The General Contractor is responsible to advise the Tenant's Construction Manager in writing of any variations to contract documents prior to submission of the Bid. Otherwise, Tenant's Construction Manager's interpretation of Contract Documents or conditions shall be final with no additional compensation permitted. 2. The location of outlets and equipment shown on the Drawings are approximate and schematic in nature. The Tenant shall have the right to relocate any outlets or fixtures prior to rough -in without additional cost, up to 10 feet. K.SLEEVES 1. The Contractor shall provide sleeves to protect equipment or facilities in the installation. Each sleeve shall extend through it's respective floor, wall or partition and shall be cut flush with each surface except sleeves that penetrate the floor, which shall extend 2" above the floor. 2. All sleeves and openings through fire rated walls and /or floors shall be fire sealed with calcium silicate, silicone "RN" foam, "3M" fire rated sealants or equal, so as to retain the fire rating of the floor or wall. Conform to U.L. assembly rating of floor or wall. 3. Sleeves in bearing and masonry walls, floors and partitions shall be standard weight black steel pipe finished with smooth edges. For other than masonry partitions, through suspended ceilings, or for concealed vertical conduit, sleeves shell be No. 22 U.S.G. galvanized steel minimum. LHANGERS 1. Hangers shall include all miscellaneous steel such as angle iron, wire, unistrut, c- clamps with retaining clips, channels, hanger rods, etc., necessary for the installation of work. 2. Hangers shall be fastened to building steel, concrete, or masonry, but not to other conduit, ductwork or piping. Hangers upper attachment must be supported from the top of the bar joist. Hanging from metal deck is not permitted. Where interferences occur, in order to support conduit, the Contractor must install trapeze type hangers or supports which shall be located where they do not interfere with access to fire dampers, valves, junction boxes, access doors, other equipment service requirements and /or other trades. Hanger types and installation methods are subject to Landlord criteria. M.OPERATIONS MANUALS 1. One copy of each Operation and Maintenance Manual for all equipment furnished on job shall be collected and inserted in a 3" three ring binder and turned over to the Tenant. N.FINAL ELECTRICAL INSPECTIONS 1. Aside from normal interim inspections of work in place, the Tenant shall hove the right to on independent electrical contractor inspect the finished electrical installation upon completion for compliance with the plans, specifications and CODES. The original Electrical Contractor will be responsible to bring all items reported up to plan and specification requirements at no cost to Tenant. END OF SECTION 16000 DIVISION 16 - ELECTRICAL SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS A.SCOPE OF WORK 1. The Contractor shall furnish all labor, materials, equipment, services, tools, transportation, and facilities necessary for, reasonably implied and incidental to, the furnishing, installation, completion and testing of all the work for the electrical systems as shown on the Drawings, called for in the Specifications, and as required by job conditions, to include, but not be limited to the following: B.CONDUIT a. A complete electrical distribution system including service, main distribution equipment, feeders, branch circuit panels, branch circuits, junction boxes, outlet boxes, wiring devices, coverplates, conduit, etc. b. Metering and current transformers as required by Drawings, Utility Company, and /or Landlord. c. The wiring of mechanical equipment as outlined on the Drawings and in the Specifications. Work shall include all starters, disconnects, and power wiring of mechanical equipment except as specifically noted otherwise. All low voltage (24 volt) temperature control wiring shall be the responsibility of the Mechanical Contractor unless otherwise specifically noted on Drawings. d. Installation of light fixtures and lamps as shown on the Drawings including all devices, equipment, etc. required for mounting. e. A complete conduit system for telephone /data including terminal board, branch conduits, outlet boxes, pull wires, ground conductors, coverplates, etc. f. A complete emergency and exit lighting system as shown on the Drawings. g. Temporary service as indicated in the Specifications, including it's removal. h. Final connections to all signs, cornice lighting, case lighting, etc. as shown on Drawings. i. Installation of conduit with pull wires for sound system as shown on Drawings. j. Smoke /Fire alarm wiring, devices and conduit, as shown or described on Drawings to meet Landlord, State, Local, Insurance and Fire Department requirements. k. Installation of data line wiring and conduit. Cable and final connections by Tenant. 2. WORK NOT INCLUDED The following items of Electrical Construction are not included in this Contract: a. 24 volt temperature control wiring b. Telephone instruments and conductors c. Stereo and speaker wiring. d. Final data line connections. 3. Before starting work, this Contractor shall examine the Architectural, Structural, Fire Protection, Mechanical, and Plumbing plans, shop drawings and specifications to sequence, coordinate, and integrate the various elements of the electrical system, materials, and equipment with other Contractors to avoid interferences and confrontations. 1. The Contractor shall provide all conduits serving all equipment, including but not limited to, lighting, receptacles, heating, air conditioning, plumbing equipment, telephone, and electrical equipment. 2. All panel and service feeders shall be in galvanized IMC 2" and larger and EMT for under 2" as required by local codes and the Landlord. All conduit is to be UL labeled. EMT shall be acceptable for branch circuits run above suspended ceilings or concealed in interior partitions. EMT connectors shall be steel set screw type. Conduit under slab on grade shall be rigid steel. 3. Minimum sizes of conduit shall be 1/2" for individual lighting fixture connections or to individual light switches and for all other locations. If HVAC control wiring is required to be run in conduit, it shall be minimum of 1/2" size, unless noted otherwise on Drawings. All in /under floor slab conduit shall be of minimum 3/4" size. 4. Support all conduit, including siesmic and sway bracing, in accordance with the NEC and local codes. 5. Generally, all conduit shall be concealed except for unfinished areas, such as equipment rooms. Exposed conduit shall be allowed only as noted on plan and as approved by the Owner's Construction Manager. Painting of conduits will be by General Contractor. 6. Flexible Metal Conduit or MC Type Cable a. Both the flexible metal conduit and MC Type cable and their associated fittings are to be listed for grounding. A green grounding conductor shall be provided for in either type. All connectors are to be of a NEMA approved type. b. Flexible conduit or MC Type Cable shall be acceptable for the following applications and shall not exceed 6 feet in length: 1. Final connections to motors. 2. Final connections into and out of the transformer. 3. Final connections to outlets on vibrating equipment. 4. Final inter - connections between light fixtures. 5. Final connections where rigid conduit is not practical. c. The use of Romex, BX, etc. is NOT permitted. d. Connection to outdoor equipment must be weatherproof, i.e. liquidtight or sealtight. 7. Provide poly pull- string in all empty conduits. 8. Home runs and main conduit runs are to be held tight to structure above or as required to allow proper clearance of ceiling and other trades work. 9. All conduit shall be run parallel or perpendicular to column lines. 10. All conduits must be sized per NEC and local codes. C.OUTLET BOXES 1. All outlet boxes shall be galvanized pressed steel of the standard knockout type. No round outlet boxes shall be permitted, except as specifically noted on Drawings. 2. All knockout boxes, upon which lighting fixtures are to be installed, shall be equipped with 3/8" fixture studs. 3. Exterior boxes shall be cast rust- resisting metal with gasketed covers. 4. Install boxes rigidly from building structure and support independently of the conduit system. Also provide suitable box extensions to extend boxes to finished faces of floors, ceilings, walls etc. All receptacle outlet boxes to have suitable blocking behind them or pre- manufactured "Caddy" type bracing clips added to minimize the deflection that occurs when plugging /unplugging into these devices. 5. Where a 277 volt light switch is ganged with a 120 volt receptacle or light switch, provide a suitable divider or separate junction boxes in accordance with NEC and local codes. 6. Unless otherwise noted on Drawings or otherwise required by the National Electric Code, Handicap Codes or Local Codes, outlet heights shall be as follows: a. Switch height 48" above finished floor to centerline of switch. b. Convenience outlets: Sales: Height per plan or 18" above finished floor to centerline of receptacle. Non- sales:18" above finished floor to centerline of receptacle. c. Telephone outlets height to centerline of outlet per plan. D.JUNCTION AND PULL BOXES 1. The plans indicate only schematic routings for conduit runs. This Contractor shall provide additional boxes where required by field conditions or by codes. 2. Boxes and covers shall be of code gauge galvanized steel. 3. Install boxes rigidly supported from the building structure and supported independent of the conduit system. 4. Arrange circuits to avoid the use of junction boxes above drywall ceiling and other inaccessible locations. E.WIRING 1. Conductors for feeders and branch circuits shall be COPPER and the AWG size and type as shown on Drawings. Minimum wire size shall be #12. The conductors shall have 600 volt insulation, type THW, THWN or THHN. 2. Minimum wire size - 20 amp. branch circuit shall be AWG listed size per distance shown below. Distance shall be measured from the panelboard circuit breaker to the furthest outlet. a. #12 less than 100 feet b. #10 over 100 feet 3. Conductors shall be stranded for sizes #8 AWG and larger. 4. Aluminum conductors are not permitted. 5. All wiring shall be in conduit, unless specifically noted otherwise (ie. low voltage plenum rated wire). 6. The use of shared neutrals is allowed for lighting and non - computer receptacle circuits and shall be installed in accordance with the Notional Electric Codes and local codes. All other equipment shall have a dedicated full size neutral. 7. The use of BX is not permitted, within the demised premis where allowed by local code. 9. Wire connectors shall be equal to "Scotch Lock" for #8 AWG wire and smaller and equal to T & B "Locktight" for #6 AWG and larger. Equals by Buchanan are acceptable. 10. All wiring to be color -coded as 120/208 Volt System F.GROUNDING Neutral - White Phase A or L1- Black Phase B or L2- Red Phase C or L3 - Blue Ground - Green follows: 277/480 Volt System N/A Neutral - Gray Phase A or Lt - Brown Phase B or L2 - Orange Phase C or L3 - Yellow Ground - Green with tracer 1. Provide complete wired grounding conductor system, #12 AWG minimum, sized and installed in accordance with the latest adopted edition of the National Electrical Code, State and Local Codes, the Landlord's tenant criteria and as noted in the Specifications and as indicated on the Drawings. 2. Grounding connections made to the water piping system shall be coordinated with the Plumbing Contractor and bonding jumpers shall be installed per codes and as indicated on Drawings. 3. All devices shall be bonded to the conduit system. Use a bonding jumper between the outlet box and the device grounding terminal. Metal -to -metal contact between the device yoke and the outlet box is not acceptable as a bond for either surface mounted boxes or flush type boxes. All junction boxes, outlet boxes, and pull boxes shall be bonded to the conduit system. All conduit, including flexible conduit, shall be grounded with a green grounding conductor. 4. Run a separate dedicated #12 AWG minimum grounding conductor in each conduit feeding the cash register, the Sensormatic, and other computerized equipment as shown on Drawings. For panel feeders, bond the grounding conductor to the conduit, where entering and leaving the conduit. The grounding conductor shall be sized per code, green colored, copper wire. 5. All enclosures and non - current carrying metal parts are to be grounded. Conduit system is to be electrically continuous. All lock nuts must cut through enameled or painted surfaces on enclosures. Where enclosures and non- current carrying metal parts are isolated from the conduit system, use bonding Lumpers with approved clamps. All ground clamps shall be Penn - Union" or equal, similar to "GPL" type. 6. No other circuits are to be run in same conduit feeding isolated ground receptacles. G.EQUIPMENT WIRING 1. All equipment furnished and installed under contracts other than the Electrical Contract shall be furnished with full complement of control equipment and control wiring diagrams necessary for satisfactory operation. 2. The Electrical Contractor shall complete all electrical connections through the disconnect starter and meter terminals. connections through the disconnect, starter and motor terminals. 3. The Electrical Contractor shall be responsible for proper rotation of all three phase equipment. 4. Equipment furnished by others shall be roughed in with conduit and boxes by manufacturer. Internal wiring shall be completed according to the manufacturer's shop drawings of the equipment by electrical contractor. This Contractor is to wire to all line voltage controls and controllers. H.HEAIING, VENTILATING & AIR CONDITIONING, PLUMBING, AND FIRE PROTECTION WIRING 1. Electrical Contractor shall refer to Mechanical Drawings for additional electrical work to be included in his bid. 2. Electrical Contractor shall do all power wiring, line voltage wiring, and line voltage control wiring indicated under the Heating, Ventilation and Air Conditioning, Plumbing and Fire Protection Specifications and Drawings. This Contractor shall also do all interconnecting line voltage wiring between relays and switches as required. 3. Electrical Contractor is responsible for providing conduit for HVAC control wiring where required by code to be in conduit. Refer to plans for requirements and size. I.WIRING DEVICES 1. This Contractor shall furnish and install switches and receptacles as shown on the Drawings and necessary for a complete installation. Color of devices and plates shall be black unless noted otherwise. The devices shall be of the types and ratings listed, or equals by Arrow -Hart, General Electric or Pass & Seymour. Weatherproof GFI receptacles shall be installed where shown on Drawings or as required by code. Single pole switches: 20 A - 277 V Hubbell -1221 Three way switches: 20 A - 277 V Hubbell -1223 Duplex receptacles: 20 A - 125 V Hubbell -5362 Isolated Ground Receptacles: 20 A - 125 V Hubbell- IG5262 Floor Outlet Box: Hubbell #B-2427 Floor Outlet Brass Cover. Hubbell #5 -3825 Floor Outlet Brass Carpet Flange: Hubbell #5B -3083 Ground Fault Circuit Interrupting Receptacles: 20 A -125V Hubbell - GF5262 (Black) Surge Supression Receptacle: 20A -125V Hubbell 5262 -5 (Blue) 2. All device coverplates shall be Pass and Seymour series "RP" or equal. J.SAFETY AND DISCONNECT SWITCHES 1. Safety and disconnect switches shall be heavy duty type, quick - make, quick -break fused or non - fusible with ratings and sizes as noted on plans and required by codes. 2. Switches shall be weatherproof in outdoor locations or as required by local codes. 3. Disconnect switches that are installed at heating, ventilating and air conditioning (HVAC) equipment shall be fused if not protected with a "HACR" breaker in accordance with the equipment's nameplate and manufacturer's requirements per the National Electrical, State and Local codes. Electrical Contractor is to coordinate this with the Mechancial Contractor. 4. At service entrance, disconnect shall bear the manufacturer's label indicating the equipment is UL rated for "Service Entrance" application. 5. Manufacturer shall be Square "D" or equal by General Electric, Siemens-11E, or Westinghouse. NO EXCEPTIONS. K.MOTOR STARTERS 1. Manual motor starters with overload protection may be used for fractional horsepower motors that do not require auxiliary control. Three phase starters shall be provided with overload device in each phase matched to motor nameplate rating. Magnetic motor starters shall be electrically held (minimum size #1) and be used for all single phase and three phase motors rated above 1/2 HP or that require auxiliary control. Provide control devices (auxiliary contacts, transformers, etc.) in starters as required for interlocks. Coordinate with Mechanical Contractors. Combination starters shall contain fusible switches and only used where indicated on drawings. 2. Manufacturer shall be Square "D" or equal by General Electric, Siemens -ITE, or Westinghouse. NO EXCEPTIONS. L.PANELBOARDS 1. All panelboards shall be factory assembled of the bolted circuit breakers type with solid copper bussing, full sized neutral, 100% ground bussing, and overall hinged /lockable door. All circuit breakers shall be of the quick -make and quick -break design, thermal- magnetic type, trip free and trip- indicating. All panels shall be dead front and flush or surface mounted as shown and shall be furnished with a typewritten directory card of the circuits and an engraved nameplate. 2. Circuit breaker panelboards shall have full length non - tapered bus bars arranged and drilled for sequence phasing. 3. All panels shall have doors flush with the trim, equipped with locks, and keyed alike. All multi -pole breakers shall be common trip. 4. All panelboards phase amperage shall be balanced to within 10 percent max. to min. Rearrange branch circuits as required and note changes on record drawings. 5. Panels shall be as indicated on the Drawings. All branch circuit breakers (C /B) shall be rated 20 amperes single pole minimum, except as noted or required by local codes. 6. Provide lockout clips on circuit breakers where indicated on panel schedule. Provide 10 additional clips to be installed as directed by Tenant's Construction Manager. 7. Provide one spare 1" conduit for each six spaces or spare circuit breakers in each recessed mounted panel. Minimum 1- spare conduit per panel. Run conduit to a location just above ceiling. 8. All circuit breakers feeding lighting loads shall be listed and shall be marked "SWD ". (Switching Duty) 9. Circuit breakers serving heating, ventilation, and /or air conditioning (HVAC) equipment shall be rated and marked "HACR ", if fusing is not provided at piece of HVAC equipment. Field verify exact "HACR" breaker requirements with HVAC equipment nameplate and manufacturer's requirements prior to installation. 10. In service entrance applications, panels shall bear the manufacturer's label indicating the equipment is rated for "Service Entrance" application in accordance with the NEC and as indicated on Drawings. 11. Panelboards shall have a minimum short circuit current rating as follows: Lighting Panelboards: 10,000 A.I.C. Circuit Breaker Distribution Panelboards: 25,000 A.I.C. Fusible Distribution Panelboards: 25,000 A.I.C. Verify actual AIC Short Circuit current requirements with Landlord or utility company prior to ordering equipment. 12. After completion, all panelboards shall be cleaned both inside and outside. 13. Panels shall be as manufactured by Square "D" or equal by General Electric, Siemens -ITE or Westinghouse. NO EXCEPTIONS. M.DRY TYPE TRANSFORMERS N/A 1. Provide dry type transformers for the distribution system at locations shown on the Drawings. Transformers shall have KVA and voltage ratings as indicated on the Drawings. 2. 120/208 volt 3- phase, 4 -wire wye secondary transformer shall have 480 volt 3- phase, 3-wire delta primary, 60 hertz. 3. Transformer shall be quiet type construction and have six (6) 2 1/2% taps, two (2) above and four (4) below nominal primary rating. Sound levels must fall within ASA -NEMA Standard levels according to KVA size. All transformers shall be UL listed with ventilated housings and standard full temperature rise 150'C, class "H" insulation. Class 'H' insulation. 4. Transformers shall be securely mounted from the building structure, reinforced walls, or as noted on Drawings. Use additional vibration isolators at points of mounting to cut vibration noises. Use flexible conduit on primary and secondary feeds of the transformers. Transformers shall be located, set, mounted and connected in such a manner to keep noise levels within the surrounding ambient noise levels and maintain all code required clearances. (Provide seismic supports as required by Local Codes). 5. The core of the transformer shall be visibly grounded to enclosure by means of a flexible grounding conductor sized in accordance with applicable NEMA and NEC standards. 6. Manufacturer shall be Square "0 ", Siemens -ITE, General Electric or Westinghouse. NO EXCEPTIONS. N.LIGHTING FIXTURES & LAMPS 1. The Contractor shall furnish and install all lighting fixtures and lamps as shown on the Drawings, unless otherwise noted. 2. All recessed incandescent fixtures shall be provided with applicable thermal protection. 3. Where fluorescent fixtures are specified, they shall be provided with high power factor rapid start ballasts, U.L. listed, C.B.M. Certified, and E.T.L. approved with efficiency factors in accordance with the National Appliance Energy Conservation Act of 1987" and amendments. 4. This Contractor shall furnish additional auxiliary supporting steel hanger wires adequetly sized to support the weight of the fixture and fastened to building structure (minimum two per fixture) for fixtures not mounted on building framework. Fixtures shall not be supported solely by the ceiling structure. 5. This Contractor shall verify the model numbers and quantity of all lights and fixtures provided. Contact the Tenant's Construction Manager immediately if the models differ from those listed on the Lighting Fixture Schedule or if they do not have proper thermal protection. 6. Provide applicable fire rated drywall boxes over recessed fixtures in fire rated ceilings as required by codes. Field coordinate as required to avoid conflicts. 7. This Contractor shall provide any necessary fittings, accessories, etc. as necessary to make a complete installation. 8. Remove all dirt, oil or grease from light fixtures. Clean all glass, lenses, etc. and polish fixtures and trim. 9. This Contractor to supply 10% extra of each lamp type used. 0.LIGHTING CONTACTORS AND TIME SWITCHES 1. Where indicated on the Drawings, contactors for control of lighting and signs shall be Square D Class 8903, Type L in a NEMA 1 enclosure, electrically operated, and electrically held. Equals by Siemens -ITE, General Electric, or Westinghouse. NO EXCEPTIONS. lime switches for control of show window lighting and signs shall have a minimum 7 day clock, be capable of being set for 7 different day types per week, incorporate an automatic holiday 'shut -off' feature, and have a minimum of 10 hour reserve power, to prevent loss of program and time settings if power is lost. 2. Contractor to verify Mall open and close times. Time clocks to be set to turn ON 30 minutes before opening and OFF 30 minutes after closing. P.TELEPHONE DATA AND COMPUTER WIRING 1. Provide a system of conduit raceways, outlet boxes and terminal boards as shown on the Drawings. Telephone conductors, switching apparatus, instruments, miscellaneous equipment and appurtenances are not part of this contract and will be provided and installed by the Tenant. 2. Outlet boxes to be 4" square minimum with single device and a 3/8" bushed cover and telephone plate. 3. Conduit runs from telephone board for telephone and data lines to cashwraps are to be continuous with no junction boxes. 4. In hung ceiling areas, provide a 3/4" empty conduit w /pull wire, from outlet box to within hung ceiling area terminating with an insulated bushing tree inches above bottom of hung ceiling. 5. All pull wires are to be labeled for purpose designated. 6. Coordinate all work with the requirements of the local telephone company. Q.IDENT1FICATION 1. All switchgear, circuit breakers and disconnects in switchgear, panelboards, transformers, time clocks, thermal overload fan switches, equipment control switches, safety switches, motor starters, and similar items shall be identified by name, function, and /or control. Nameplates shall be at least 1" x 3" with characters not less than 1/4 ". They shall be made up of plastic - laminated tags and characters engraved to engraver's standard thickness and letter style with white core and black background. Nameplates shall be fastened to equipment with pop rivets or screws. 2. Provide typed directories in panelboards to depict actual equipment connected to individual breakers /switches. R.TESTS AND ADJUSTMENTS 1. All connections at P anels and switches are to be made, all splices complete, all fuses in place, and all circuits continuous from point of service connection to its final destination, and all covers and plates installed prior to the time of final inspection by the Tenant's Construction Manager. 2. Upon completion of the work, all parts of the electrical installation shall be tested and proved free of unwanted grounds and other defects. 3. All overload devices, including equipment furnished under other contracts, shall be set and adjusted to suit the load conditions. 4. Test and make corrections /adjustments for phase balancing. S.INSTRUCIIONS 1. After all tests and adjustments have been made, this Contractor shall fully instruct the representatives of the Tenant's in all details of operation and maintenance of the equipment installed under this contract. Instruction shall be furnished until the Owner is satisfied. Furnish the Tenant with two instruction manuals on each system. Instruction manuals shall contain all shop drawings, manufacturers installation and operation instructions, guarantees, maintenance schedule, etc. T.CLEANING 1. At the end of the project, this Contractor shall clean all equipment, including light fixtures, to the satisfaction of the Tenant. All dust, dirt, debris, and foreign matter shall be removed from all equipment. RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER FIELD VERIFY ALL CONDITIO \S DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING HELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. E:XPiS Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the job site - times. 04/01/08 04/01/08 N0. Dtate r)ALT...3" DAVID A. UDKO ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 (480) 614 -3385 bus 480 614 -0209 fax email: davidaudkow@cox.net Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 JOB Wstfletti Signed Date DO NOT SCALE DRAIN/ICS. ISSUED TO LANDLORD ISSUED TO CLIENT Rev hioh Conks:ear must redly el job dlommilank ehavAngs, daiaai aid spectiloslone and rupolt saw dhanspendee b dutalah n belle protesting with Trout. Walt sill it be lillti tlCr any smut ad °Onions not marled by Memel Ceohaciar. 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