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HomeMy WebLinkAboutPermit D08-103 - WESTFIELD SOUTHCENTER MALL - LENSCRAFTERS - REMODELLENS CRMTERS 416 SOUTHCENTER MALL D08 -103 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -103 Occupant /Tenant: LENSCRAFTERS Building Address: 416 SOUTHCENTER MALL, SUITE NO. Parcel No.: 2623049023 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 97 6 zeve DAT THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049023 Address: 416 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: LENS CRAFTERS Address: 416 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contractor: Name: ARCHITECTURAL INT /CNST SRV INC Address: PO BOX 73397 , PUYALLUP WA 98373 Phone: 253- 848 -5948 Contractor License No: ARCHIIC043C1 doc: IBC -10/06 CitAf Tukwila B 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 Contact Person: Name: DEVON REDMON Address: 1327 POST AV, STE H , TORRANCE CA 90501 Phone: 310 328 -6300 X 101 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -103 Issue Date: 05/13/2008 Permit Expires On: 11/09/2008 Expiration Date: 10/09/2009 DESCRIPTION OF WORK: REMODEL THE EXISTING LENS CRAFTERS TENANT SPACE. NEW FINISHES WILL BE INSTALLED THROUGHOUT. A LIMITED AMOUNT OF NEW PARTITIONS WILL BE INSTALLED AT SALES AREA. A NEW STORE FRONT WILL BE INSTALLED (INTERIOR). EXISTING MEP SYSTEMS TO BE RE -USED, MINOR MODIFICATIONS. Value of Construction: $131,000.00 Fees Collected: $2,468.28 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -103 Printed: 05 -13 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied The grantin of this • - 't does not constructio or the.s'• i ce o Signature: Print Name: doc: IBC -10/06 City 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 N ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development pe t. RotorP-J10 Volumes: Cut 0 c.y. 0 Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Date: Public: Non - Profit: N Public: 04q4-a) D08 -103 05/13/2008 11/09/2008 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 -103 Printed: 05 -13 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 2623049023 Address: 416 SOUTHCENTER MALL TUKW Suite No: Tenant: LENS CRAFTERS 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 -103 Status: ISSUED Applied Date: 02/25/2008 Issue Date: 05/13/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: 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 doc: Cond -10/06 D08 -103 Printed: 05 -13 -2008 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** • m 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 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 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having doc: Cond -10/06 008 -103 Printed: 05 -13 -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 a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 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 sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 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 sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 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) doc: Cond -10/06 008 -103 Printed: 05 -13 -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 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. 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. doc: Cond -10/06 * * continued on next page ** D08 -103 Printed: 05-13 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or • - • erformance of work. I I Signature: 1 4 - Date: Print Name: doc: Cond -10/06 c s ecD\O U 4-) D08 -103 Printed: 05 -13 -2008 SITE LOCATION Company Name: Mailing Address: • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 han://www.ci.litkwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: S 01\( i kke4A\ Tenant Name: LeAr6Cr 44 Property Owners Name: �-- 1 � - ( Cr O hid is — / Mailing Address: 116 01 WI ►1�(.� id 4.AS City CONTACT PERSON - do we contact when your permit is ready,to f E -Mail Address: 7� � -V' 0 `� �` ( A �� \ e�� 'e v`�'` �' ax Number: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: 3A Vial bid( kO J,, Mailing Address: /1 re / Worth h / 1 3 U/ Contact Person: L % 0 f/ I4N / t d.O LL) Company Name: , 7A Via/ lX M1 de sL) Q:Wppbennons,Porms- Applicabnnv On Line 3.2006 - Permit Appborion.duc Revised: 9 -2006 hn Building Permit No. Me Permit No Plumbing%Gas Permit No: Public Works Permit No Project No: 1 n ell- r (For office use only) King Co Assessor's Tax n No.: U(2... 30 `'l 4o ( r '1 Suite Number. r 65 6 Floor: New Tenant: fl.. J Yes o 0 , d � - . : ` e s v— p.. 'Je L 9 0a, State Zip Name: `v -er.r. `�' " 1 � '^ j� ay Telephone: .7 . 10 / � 3 " J c e Kip/ Mailing Address: ��� Q°s�} /44,,..9.— S it ' - " ee-ei e'er " A- q0 50 I I t o 3 -8 03 ,GENERAL CONTRACTOR =INFORMATION = (Contractor. Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) . State Zip City Day Telephone: Fax Number. Expiration Date: ARCHITECT OF RECORD =All plans must be wet stamped by Architect of. Record Zip �,� Day Telephone: 66) 6 / '/ 3 City State E -Mail Address: Fax Number. ('I b) (Q) ij Da? 0 q ENGINEER OF RECORD - All plans must be wet stamped b Engineer: of Record Mailing Address: 1 730 1.44 O.[I ; /' / 1�n/ Lf�O� Tj ��}/ (/ v Contact Person: 34144 34144 Ai /4 LI Day Telephone: f4) oN 4� 1 City State Zip '/ 7' to o DJO4 E -Mail Address: Fax Number. � Y' ^ Q - 7 3 Page 1 of 6 4 PLANNING DIVISION: • BUILDING PERMIT INFORMATION.= 206 -431 -3670 Valuation of Project (contractor's bid price): $ /. /411 � Scope of Work (please provide detailed information): Existing Building Valuation: $ Q:WpplirnGonsWonns•Applicaiions nn Line13.I006 - Permit Applicauon.doc Revised: 9.7006 bh Of &A.) //.11"fthoits old' 6 e LIc ?A /led atS area., ,4 nPez-.)S/DnoricknT sill J %A1 sfA-nee/ ON4Pr ;or), Ei,si%,y /r1EP syc4Ms Will there be new rack storage? ❑ Yes lg. . No If yes, a separate permit and plan submittal will be required. : Provide- All:Biiilding Areas iii`Square Footage Below` , 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: P Handicap: Will there be a change in use? ❑ Yes 0....... No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: fir Sprinklers NI, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X No If"yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ ..... .. On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • Existing / or Interior Remodel • i Addition to.; Bxisting Structure r New AI - Type of _ Construction per IBC' .- .:Type of Occupancy per IBC ���� f/'' / :0 '1 In Floor Floor 3"' Floor - ' Floors - thru Basement r .. Accessory Structure• Attached t . Detached Garage, .:. Attached Carport Detached Carport : Covered Deck Uncovered Deck 4 PLANNING DIVISION: • BUILDING PERMIT INFORMATION.= 206 -431 -3670 Valuation of Project (contractor's bid price): $ /. /411 � Scope of Work (please provide detailed information): Existing Building Valuation: $ Q:WpplirnGonsWonns•Applicaiions nn Line13.I006 - Permit Applicauon.doc Revised: 9.7006 bh Of &A.) //.11"fthoits old' 6 e LIc ?A /led atS area., ,4 nPez-.)S/DnoricknT sill J %A1 sfA-nee/ ON4Pr ;or), Ei,si%,y /r1EP syc4Ms Will there be new rack storage? ❑ Yes lg. . No If yes, a separate permit and plan submittal will be required. : Provide- All:Biiilding Areas iii`Square Footage Below` , 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: P Handicap: Will there be a change in use? ❑ Yes 0....... No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: fir Sprinklers NI, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X No If"yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ ..... .. On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • r • PUBLIC WORKS PERMIT INFORMATION— 206 - 433 - 0179 Scope of Work (please provide detailed info s . tion): t t V 7 D ,I P j t a t ) t?X► r'Al y Leo Oa F t r 1;1741)1 .7/eld e � QI' i 7 ie 5' a/S.6a ;is/ /%J i ce o s area, , J`t v#0.) SIoft rsoD7 ltmil/ tb Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer s .. .Tukwila ❑... ValVue ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: [� On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Annlication (mark boxes which imply): 0 ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agieement(s) ❑ ...Hold Harmless - (SAO) 0...Hold Harmless - (ROW) Proposed Activities (mark boxes that apnlv): ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right-of-way ❑ ...Total Cut cubic yards ❑...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ., ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Q:MpplcttionsWonns•Appticstions On lined 2006 - Penttit Apphcation.doc Revised: 9.2006 cn Call before you Dig: 1-800-424-5555 ❑ .. Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Page 3 of 6 .t15 Unit Type: Qty Unit Type: Unit Type: Qty Boiler /Impressor: ' Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Funtace>100K BT Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU . Floor Furnace Ventilation Fan Conn to Single P t The , . \\ 15 -30 HP /1,000,000 BTU Suspend II/Floor Mounted ter Ventilatio Stove i `` 30-50 HP /1,750,000 BTU Applian Vent H ergency nerator 50+HP/1,750,000BTU Re tr or Addition to t/Refrig/Cooling ystem Incinera • r - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind ' MECHANICAL' PERMITINFORMATION — 206 - 430670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration D e Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): ( 'ohit;' a rail ,,Li Use. Residential: New .... ❑ • lacement .... ❑ Commercial: New .... ❑ Replacement ... Fuel Type: Electric QMPplicationffonn-Appliculions On Line'3.2 06 - Pennii Applinntion.doc Revised: 9 -2006 on Other: 3 000 Indicate type of mechanical •rk being installed and the quantity elow. Zip Page4of6 Fizture:Type: :.Qty.. Fixture Ty - . Qty.;:.'Fiatitre Type:: , _ Qty. .:. Fixture Type: • Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks / Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent d'rdih Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment 1 Repair or alteration of drainage or vent piping ' Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: • Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ - - / /� l Scope of Work (please provide detailed information): 8/4041 eX,'ShAlg .6 l; rs - ' � ,ji,iu/ sp oLo.P Ex �Jli,/rh,�1;lA.1 S s7�em �v�� / /� e re- aSefo. A Ilff r� ■ MO / /,dill 6P /',i' he... II rNyJ/?/?iAJ- P /,�S7 'c /Y2Dp 5i/) 7 ' Al P rt°inai/f' Building Use (per Int'l Building Code): � />U7 Occupancy (per lnt'I Building Code): /42 re Lt ,U 7 Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications\Forms- Applications On Line 3 -2006 - Pmt Applicauon.doc Revised' 9.2006 bh 10 City State Zip Day Telephone: Fax Number. Expiration Date: Sewer: Page 5 of 6 BUILDING Signalur Mailing Address: I Date Application Accepted: R OR AUTHO • PERMIT APPLICATION NOTES - Applicable to all permitsinthis application of Construction - In all cases, a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: \S r2 1 e wl ` —y Telephone: - 31c , r3 oa� - D 0 U 7C Print Name: \ 3&J- dos �- J - _ 7 ft ,e_ Zip crix lot Q:NpptimtionslPonns- Applicmions On Line \1-2006 - Penult Application.doc Revised: 9.2006 bh Car State Date Application Expires: t 1.x-14 Page 6 of 6 Receipt No.: R08 -01946 Payee: ARCHITECTURAL INTERIORS 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 -103 Address: 416 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/25/2008 Applicant: LENSCRAFTERS Issue Date: 05/13/2008 Initials: WER Payment Date: 06/05/2008 08:20 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 21207 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 3299 06/05 9711 TOTAL 60.00 doc: Receiot -06 Printed: 06-05 -2008 Doc: RECSETS -08 RECEIPT NO: R08 -01591 SET ID: 0513 SET TRANSACTIONS: Set Member PGO8 -057 TOTAL: ACCOUNT ITEM LIST: Description 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 SET RECEIPT Initials: JEM Payment Date: 05/13/2008 User ID: 1165 Total Payment: 1,574.45 Payee: ARCHITECTURAL INTERIORS & CONSTRUCTION SERVICES INC. Amount 1,434.45 140.00 1,574.45 TRANSACTION LIST: Type Method Description Amount Payment Check 21200 BUILDING - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE TOTAL: SET NAME: LENS CRAFTERS 1,574.45 1,574.45 Account Code Current Pmts 000/322.100 1,429.95 000.322.103.00.0 140.00 000/386.904 4.50 TOTAL: 1,574.45 2350 05/13 9711 TOTAL 1574.45 Doc: RECSETS -06 RECEIPT NO: R08 -00521 Initials: JEM Payment Date: 02/25/2008 User ID: 1165 Payee: EXPRESS PERMITS SET ID: S000000968 SET TRANSACTIONS: Set Member • 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 Amount DOS -1o•3 .: 1,033.83 ELO8 -185 82.00 PG08 -057 29.00 TOTAL: 1,144.83 TRANSACTION LIST: Type Method Description Payment Check 11013 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: 0 Total Payment: 1,144.83 SET NAME: Tmp set /Initialized Activities Amount 1,144.83 1,144.83 Account Code Current Pmts 000/322.100 63.25 000.345.832.00.0 82.00 000/345.830 999.58 TOTAL: 1,144.83 9051 02/25 9710 TOTAL 1144.83 COMMENTS: Type of Inspection: f :h e:t ,... .: 67, (e / r,,,,, � r its, ddre ss: / q i / t14 /1 Date Called: ( At 14 . te,„ ..F $Lj' ,.s/df' / i94't:, . r -. c P.ki Ie,l,9 "4/ K .i4i*I w.- 4-e /A 4%.6ece . Phone No: Project: <�S (1� fic�5 Type of Inspection: f :h its, ddre ss: / q i / t14 /1 Date Called: Special Instructions: Date Wanted: 7 - 2 4 - am. Requester: t t't51�Fc(( Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: L tt,,vti.‘ CA c: Type of Inspection: ` C44- ►± AA C c \„ V Address: £/j A A Date Called: Special Instructions: Date Wanted: ..y. Z 1 . Of % a.m. p.m. Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 10� (206)431 -3 OMMENTS: N6\4 - \ ).act. , J� ., 1 "itt o C- 1 1, `e C N5 J t S L) Za e* tr Approved per applicable codes. Corrections required prior to approval. inspector\ U\- Date: 7- Zl - X rl $60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Project' en s Cfit- `y Type of InspectionIC Address: v 110 wow Date Called: Special Instructions: Date Wanted :d b // m. Requester: Phone No: 2S r .2t, 963 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D $60. paid po8 - /ate PERMIT NO. (206)431 - 3070 El Approved per applicable codes. Corrections required prior to approval. COMMENTS; f4. Z. hi.he Inspector: 1 'Date: 2/0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ' L415 cret S f , Type of Inspection: p m y Address: flo - i p e d Date Called: Special Instructions: Date Wanted: i /f a.m. Requester: Phone No: 2.<3' 6r6 2465 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION €- 6300 Southcenter Blvd., #100,. Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: i4 6 V L..,.e-_ 17- Ir a $60.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: . F,Ns er,./'frrs Type of Inspection: /=/ .24 7 6 Add � f ` l Date Called: Special Instructions: Date Wanted: l -- 23.4 a , Requester: Phone No: 253- e -- i &i v El Approved per applicable codes. DO 8 /dI INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY; BUILDING DIVISION It 6300 S©uthcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: 44 e Ate $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 SouthcenterBlvd., Suite 100. Call to schedule reinspection. COMMENTS: j! /h_ 604/6 44 pa.s I A t L - d J' ! W GU f} c. ,4 1 644 e.1 yet :,ccA '�✓V, ► Oki 4 s tl C.. , /.)dam /1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje : it Add es� Special Instructions: Type of Inspection: F72 4721 Date Called: Date W nted: qy Requester: Phone No: 25 B2c -63 El Approved per applicable codes. ❑ Corrections required prior to approval. a.$60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 1Date: Project: Type of Inspection: A VI, , 4tg f Date Called: Special Instructions: Date anted: —//—(-' m. .m„ Requester: Phone No: 3 -62v 67 J Approved per applicable codes. 4903 ii 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: ¢J/ Si©f e rr© ait"� Inspector: (Date: / /� /;5/ 0 $60.00 paid at NSPECTION FEE REQUIRED. Prior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: (17:17 luau 8e /4J4 o p1 -- A, 7 _ j ,r6 oopt1 e 0 4/S'1- t %� 7�1J4vc f S'/ der07 t rt -As71:01 *t ci "X pc 40 10 ? » /(?i7, ,,' 0 j ✓e ,),' " ' f ' f.�'6' ,;(-0' r1 r`� ( 5 el &' "MIA Op/7 ( —4•f Project: r''r. A -/5 Tyf Inspection: ? : GA / A ) Address: 4 Dalled: 7'/( Special Instructions: Date W ` Requester: Phone No: Inspector: .00 ' EINSPECTION FEE REQI4RED. Pnfor o inspection, fee must be aid - 6300 Southcenter Blvd.. S ite 100. Call the schedule reinspection. IRec - • t No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. Project: L..,F C ( r A ff) r‹, Type Vnspectipn: J e t' ColNistr . A dress: I 49 rni1-1( Date Called: Special Instructions: Date Wanted: Requester: Phone No: 0-N753 — 82D- 3 MBE INSPECTION NO. INSPECTION RECORD Retain a copy with permit P MIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 KI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: ,"sce pna2 5 Type of Inspection: Address: t- i lo S C Wit Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift'Inspecti Sprinklers: Firs Alarm_ Hood &`Duct: Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PER IT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 206- 575 - 4 j ; 0 4 - 41 - ;oved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 f] Corrections required prior to approval. v. COMMENTS: t('ie r K r-cny,v i _ - F A 6 — 0 vt-- A n 4ai- i) o uT Uu c.t )- O tL Inspector: Hrs.: - $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ke , Sprinklers: Fire Alarm: Type of Inspection Monitor: Address: Gii ( Suite #: c . C . yVi L L— Contact Person: eS i Special Instructions: ' Phone No.: 1 'Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 . 206 -575 -4407 R Approved per applicable codes. ' • A INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT COMMENTS: Cave i- L Inspector: Date: 4 /r /o lHrs.. I. J $80.00 REINSPECTION FEE REQUIRED. You Will receive an invoice from ' t he City of Tukwil. Finance Department. Cali to schedule a reins ection. Word /Inspection Record Form:Dcc . .w ` 1/13/06 r Corrections required prior to approval. Doi -J 3 0_3 - aLI PERMIT NUMBERS T.F.D. Form F.P. 113 Project Info Project Address Lenscraftars Date 1/29/2008 ill / _ 1/J • southcenter Mall, Space P696 For Building Department Use Tekwiia, Washington 98188 Applicant Name: Lenscrafters Applicant Address: 400 Luxotica Place, Mason, Ohio 15040 Applicant Phone: (614) 936 -0100 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms f FILE COpy Pirnit No. REVIEWED FOR APPROVED ®��® O■R APR - 32ii8 Of Tukwila B ILDI D :I !f Revised July 2007 Rr CITY Or- l uKVvILA FEB 2 5 2008 PERMIT CENTER Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES 2E2 LATIN FLUORESCENT 24 62.0 1488.0 SALES INCANDESCENT DOWNLIOHT 15 20.0 3 0 0. 0 SALES SEMI - RECESSED ADJUSTABLE (MERCH DISPLAY) 7 88.0 616.0 SALES TRACK LIGHT (48 IDSO45W /51'050W) (MERCH DISPLAY) 50 50.0 2500.0 SALES DECORATIVE PENDANT (MERCH DISPLAY) 2 240.0 480.0 SALES 42 STRIP FLUORESCENT 2 50.0 100.0 SALES 84° STRIP FLUORESCENT 13 114.0 1482.0 Project Info Project Address LennCraftors Allowed Watts per ft •• Kisea awry 2007 Date 1/29/2008 65 Southcenter Mall, Space F696 SALES For Building Department Use Tekwila, Washington 98188 2292.0 Applicant Name: LensCrafters SALES Applicant Address: 400 Luxotica Place, Mason, Ohio 15040 1.55 Applicant Phone: (614) 436 -0100 3552.6 Project Description ❑ New Building ❑ Addition Indicate controls (Sections 1513) including .1 Alteration J Plans Included commissioning requirements on plans. Location (floor /room no.) Occupancy Description Allowed Watts per ft •• Area in ft Allowed x Area SALES RETAIL SALES 1.55 2292.0 3552.6 SALES RETAIL SALES - MERCHANDISE DISPLAY ALLOWANCE 1.55 2292.0 3552.6 Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not Increased, & space use not changed. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT Compliance Option U Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over Indicate Prescri & LPA spaces cle o n p Maximum Allowed Lighting Wattage rom Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage otal All SV owed Watts for Interior Total Allowed Watts 710 otal Proposed Watts 6966.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture. lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. Ust all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA (W /sf) Use LPA Is Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) , 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire station? 1.0 Cafeterias, fast food establishment?, restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail ", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly space? 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 HoteVmotel 1.0 Warehouses storage areas 0.5 Hotel banquet/conference /exhibition hall" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 2006 Washington State Nonresidential Energy Code Compliance Form Interior Ligh Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT Revised July 2007 Prescriptive Spaces Qualification Checklist Note: If occupancy type Is "Other" and fixture answer Is checked, the number of fixtures In the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Lighting Fixtures: (Section 1521) ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. r TABLE 15 - Unit Lighting Power Allowance (LPA 1) In cases In which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For Indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power Is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft SALES SALES 1.50 10.5 feet 9 feet 1.55 2006 Washington State Nonresidential Energy Code Compliance Form Lighting' Power Allowance Adjustments 2008 Washington State Nonresidential Energy Code Compliance Forms LTG -LPA xcep Ilsted in footnotes Project Address I 1/29/2008 LeneCraftera !Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the Use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet. 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG-SUM. Adjusted Lighting Power Allowances (Interior Revised July 2007 r.enecraftare 'Date 1/29/2008 The following information is in the 2006 Washington State Applicability necessary to check a permit application for compliance with the lighting, motor, and transformer Nonresidential Energy Code. requirements I Code (yes, no, n.a.) I Section I Component Information Required Location Pl I Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 81.1 1513.2 Area controls Maximum limit per switch 81.1 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical nlnilnn In.li..nse .....e,...; ..I - -, -- -- - - -- 2006 Washin.ton State Nonresidential Energy � y Code Com � trance Form Lighting, Motor, and Transformer Permit Plans; Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms P Revised July 2007 .a. n•a• n. n .a. a .a. 1513.4 1513.5 1513.6 1513.6.1 1513.6.2 1513.7 overhead glazing Display /exhib /special Exterior shut-off (a) timer w/backup (b) photocell. Inter. auto shut -off (a) occup. sensors (b) auto. switches Commissioning Indicate overhead glazing on plans Indicate separate controls Schedule with type and features, indicate location Indicate location Indicate location Schedule with type and locations Schedule with type and features (back -up, override capability); Indicate size of zone on plans Indicate requirements for lighting controls commissioning E1.1 82.0 Indicate location EXIT SIGNS (Section 1514) I 1514 'Max. watts 'Indicate watts for each exit sign 181. i [ LIGHTING POWER ALLOWANCE (Section 1530 -1532) Interior Ughtlng Summary Form n .a. 1531 1532 Exterior Ughtlng Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture •a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) 1540 (Transformers 81. MOTORS (Section 1511) a . a . 'Indicate size and efficiency If "no" is circled for any question, provide explanation: 2006 Washin • ton State Nonresidential Energ Code Com • liance Form Lighting, Motor, and Transformer Permit Plans; Checklist LTG -CHK 2006 Washington Slate Nonresidential Energy Code Compliance Proms Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant - sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (I.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of taming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk - to-dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk - to-dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class 1 Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP - 1 - 2002). Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and Laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut-ofr feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is Interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated Is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft2, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which Include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. r March 21, 2008 Mr. Allen Johannessen, Plan Examiner City of Tukwila Building Division 6300 South Center Blvd., Suite 100 Tukwila, WA 98188 Re: Per nit # D08 -103 Lenscrafters, Space #F696 416 Southcenter Mall Tukwila, WA 98188 DAVID A. UDKOW, ARCHITECT 11881 North 113th Way Scottdsdale, Arizona 85259 (480) 614 -3385 / (480) 614 -0209 Fax Dear Mr. Johannessen: In response to your plan review comments dated March 17, 2008. Building Department Comment #1 The common path of egress travel shown on sheet A -1.1 shall be shown extending to each exit. In addition to the path of egress shown, the egress path shall also show extending to the North back portion of the store where egress shall extend from the lens processing room. The common path of travel shall not be less than 36 inches in width. In addition, the common path of travel shall not exceed 30 feet from any point in the merchandise pad from the path of egress. (IBC 1014.4.1 & 1014.4.2) Response On the revised sheet A -1.1, the egress path has been indicated throughout the entire tenant space. The egress path shall not be less than 36" in width as noted on plan. The shaded egress path also demonstrates travel distance from any location of the merchandise pad to the egress path is less than 30 feet. CORRECTION LTR# dos - I oms RECEIVED MAR 2 6 2008 PERMIT CENTER Page 2 March 21, 2007 Mr. Allen Johannessen Permit # D08 -103 Lenscrafters, Space #F696 Building Department Comment #2 • • In addition to item 1), the door to the back lens processing room shall swing in the direction of egress travel. Please revise drawing to show door reversed. (IBC 1008.1.2) Response (Note: the information listed below is indicated on sheet A -1.1) It is the opinion of the architect of record that door # 102a is not required to swing in the direction of egress due to the following: IBC 1008.1.2 indicates doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a group H occupancy. The occupant load for this room is 7 persons. This room has a second door which swings in the direction of egress. Misc. Info. Both doors this room will have non - locking, push / pull hardware. The lens process room is an employee only area. The typical occupant load (employee only) this area will typically be less than 6 persons. The occupant load this room using table 1004.1.1 is 7 persons. Building Department Comment #3 The store front glazing shall require an engineered design with calculations. The store front glazing may be submitted via a deferred submittal. Either provide the engineered design for the storefront glazing or identify on the cover sheet where the storefront glazing with shop drawings shall be applied for under a deferred submittal by the glazing contractor or vendor. (IBC 106.3.4.2 & Chapter 24) lop Page 3 March 21, 2007 Mr. Allen Johannessen Permit # D08 -103 Lenscrafters, Space #F696 Response Comment #3 Building Department Comment #4 • 0 The following note has been added to the cover sheet A -0.1, and the storefront detail sheets A -2.0 thru A -2.2. "Storefront supplier / installer to supply engineered design documents, with calculations to the building department. This submittal will be issued under separate cover. Storefront supplier / installer is responsible for the integrity of the entire storefront glazing system including but not limited to the entry doors. Detail 2 on A -4.0, sound attenuating insulation is shown in the ceiling. Ceilings are part of the HVAC return plenum. Please provide insulation material specifications and type recommended for insulation installed in plenums. Insulation shall meet mechanical code test standards for insulation allowed in plenums. Highlight specification on the plan. (IMC 602.2 & 604.13) Response Detail #2 on sheet A -4.0 has been adjusted to indicate sound batt insulation will not be exposed to the return air plenum. A note has also been added to sheet M1.0 indicating sound batt insulation shall not be exposed to the return air plenum. Building Department Comment #5 The cloud attached to the suspended ceiling shows a reference "support is designed for non- seismic zones only ". Remove the note and provide an engineered design that identifies a lateral seismic design for seismic zone D2. (IBC 803.9) Response Detail #8 on sheet A -4.2 has been adjusted to: Remove the note "support is designed for non - seismic zones only ". Incorporate the seismic instal . tion i $TERED Respectfully, - /�1 � '="K" CT DAVID A. UDKOW STATE OF WASHINGTON David A. Udkow, Architect January 30, 2008 City of Tukwila Building Department 6300 South Center Blvd., Suite 100 Tukwila, WA 98188 Re: To Whom It May Concern: • 0 DAVID W. MULLEN, PE 438 E. Wilson Bridge Road, Suite 100 Worthington, OH 43085 Phone: 614 -436 -0100, Fax: 614- 436 -6023 Lens Crafters #0505 Westfield Southcenter Mall Seattle, WA The above project is a remodel. No changes in mechanical equipment have occurred. All existing equipment is to remain. The scope of this remodel had no impact to the building envelope or core shell. Minor changes to a portion of the lighting system were modified. These modifications are reported in the Interior Lighting Summary. If you should have any questions, please feel free to contact us. Regards, David W. Mullen, P.E. Rr CITY OF i uKVViLA FEB 2 5 2008 PERMIT CENTER 19 March 17, 2008 Devon Redmon 1327 Post Avenue N, Suite H Torrance, CA 90501 RE: CORRECTION LETTER #1 Development Application Number D08 -103 Lens Crafters - 416 Southcenter Mall Dear Mr. Redmon, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bren . a Ho t Permit Coordinator encl (4- xc: File No. D08 -103 P:\Pertnit Center \Correction Letters\2008\D08 -103 Correction Ltr #1.DOC wer • 0 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 s' Building Division Review Memo • • Date: March 17, 2008 Project Name: Lens Crafters Permit #: D08 -103 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The common path of egress travel shown on sheet A -1.1 shall be shown extending to each exit. In addition to the path of egress shown, the egress path shall also show extending to the North back portion of the store where egress shall extend from the lens processing room. The common path of travel shall not be less than 36 inches in width. In addition, the common path of travel shall not exceed 30 feet from any point in the merchandise pad from the path of egress. (IBC 1014.4.1 & 1014.4.2) 2. In addition to item 1), the door to the back lens processing room shall swing in the direction of egress travel. Please revise drawing to show door reversed. (IBC 1008.1.2) 3. The store front glazing shall require an engineered design with calculations. The store front glazing may be submitted via a deferred submittal. Either provide the engineered design for the storefront glazing or identify on the cover sheet where the storefront glazing with shop drawings shall be applied for under a deferred submittal by the glazing contractor or vendor. (IBC 106.3.4.2 & Chapter 24) 4. Detail 2 on A -4.0, sound attenuating insulation is shown in the ceiling. Ceilings are part of the HVAC return plenum. Please provide insulation material specifications and type recommended for insulation installed in plenums. Insulation shall meet mechanical code test standards for insulation allowed in plenums. Highlight specification on the plan. (IMC 602.2 & 604.13) 5. The cloud attached to the suspended ceiling shows a reference "support is designed for non - seismic zones only ". Remove the note and provide an engineered design that identifies a lateral seismic design for seismic zone D2. (IBC 803.9) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 - 103 DATE: 05 - - PROJECT NAME: LENSCRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 4 ision Public Works ❑ Structural DETERMINATIOfI OF COMPLETENESS: (Tues., Thurs.) Complete I v Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 0 Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 •PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP slop & 6-'0 re slop Incomplete ❑ n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 05-27-08 Not Applicable n No further Review Required DUE DATE: 06-24 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -103 DATE: 03 -26 -08 PROJECT NAME: LENSCRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: e ilk ing � vision Public Works Complete Comments: Please Route Documents/routing slip.doc 2 -28 -02 • PLAN TUES/THURS ROOTING: MIT COORD COPY VIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ff( Notation: REVIEWER'S INITIALS: ❑ Planning Division n n Permit Coordinator DUE DATE: 04-01 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 04 -29-08 Not Approved (attach comments) DATE: u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -103 DATE: 02 -25 -08 PROJECT NAME: LENS CRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: _ B ii ng'Divisio�� l Public Work n Permit Coordinator v L -- Z- vot5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Fr I Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg in Fire ❑ Ping ❑ PW ❑ Staff Initials: l �i Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Ell PANG 2 "*Dt' Fire Prevention IT Incomplete n n L itk. 1 - 1 -1t 2 Planning Division DUE DATE: 02 -26-08 Not Applicable No further Review Required DATE: DATE: DUE DATE: 03-25-08 Not Approved (attach comments) [Fr REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I T S Summary of Revision: Summary of Revision: C4 � tv1Pp Received by: Received by: 41) f6 Ro gT'✓CJ SC,, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 10-A,O-F SITE ADDRESS: 't(( C4 iv jI REVISION LOG PERMIT NO: 411 1'3 ORIGINAL ISSUE DATE: (please print) (please print) (please print) (please print) (please print) Date: 6 1 1 - City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: T 06- (0 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # XI after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: C Alts 4� Project Address: C;3 `� vcS4k C`[►t� c _ t- - Contact Person: O) - Phone Number: 2&&' Z1✓ 6 Summary of Revision: '`t3IE Zv.t7f up d4 OIL: St Za.04.04.7t •�o • • 17$ e L -of< Steven M. Mullet, Mayor Steve Lancaster, Director RE CEIVE C%TY OF T1I Wit" , 'MAY 2 2 2000 PEPMIT C;.i111;1. SheetNumber(s): A Q.l d- o.2 0.3,4 -J.4 -1,i A -1.2 A 4.31,4.2.0, -2 °I / A ..Zl .4-s Cloud or highlight all arehs of revision.i clung date of rev A -N -n N- y- z- / h_I,i2,E- 1,1 S`, Received at the City of Tukwila Permit Center by: (2 1 K_ Entered in Permits Plus on �J ` 22 apPbcationssforms- applications on linelrevision submittal Created: 8 -13 -2004 Project Address: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/2(z) Plan Check/Permit Number: Z - /A3 ❑ Response to Incomplete Letter # Er Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Lam scx'a 1 6, St -. Mai 1 1 i kwt (Gt j 1.- 1 tJ Contact Person: ` 'ti1 0-, (lea r Phone Number: 3 -328 -6.3 X /6 / Summary of Revision: / R e-o l ) air-) n p ( e ft 1.14 r r4 1 v P SheetNumber(s): A -D•I A -Li A - Z•e 1 / -2. / A -Z.2 A- 9:6 4- 2 /h -1•o "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by:. l e Entered in Permits Plus on )- 0 S lepplications1forms- applications on tinehcvision submittal • m 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 Steven M Mullet, Mayor Steve Lancaster, Director RECEMED Ow OrtUIONILA MIT OENTRP LENSCRAFTERS' February 21, 2008 • a 4000 Luxottica Place Mason, OH 45040 -8114 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for LensCrafters, Tukwila Permit No.Z>8 - 103 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has receiv_d final inspection approval from the Building Division. This condition is hereby acknowledged by: 1 Title': NOti—i- Tenant Name: RECEIVED CITt Cr- FEB 2 8 2008 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 % Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 ' a Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. PI - - se Print or Type M \ uk\,c2,tikr 1 \e,\\ Property Street Address ,e)ik w 3 1 City . e, i n�� State ZIP Owner's Name Subdivision Name Subdiv. # Building Name (if applica le) f r /56 ( ) y Owner's Phone Number (wit Area Code) (3►O ) 44$90 ,x 101 Property Contact Phone Number (with Area Code) �^ Owners Ivl + � 1`M i J�i tos jI e V q00 S C/ A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev 11/05) • Block # Lot # Total Fixture Units RCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) R'- CITY O1• 1 unvv1LA FEB 2 5 2008 City or Sewer District Date of Connection PERMIT CENTER Side Sewer Permit # Demolition of pre- existing building? ❑ Yes O No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B a 0 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer '310 +24 — 001c RCE Date King County Department of Natural Resources and Parks RCE 1 vs Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data fo •et - - inati n of a revised capacity charge. 2.,0-0 'RESPONSIBILITY SCHEDULE WEI THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE FOR AGO/RACY PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHA 70 LL BE REPORTED PERMASTEELISA USA. IMMEDIATELY. ARCHITECTURAL `1 GENERAL iNFORMATiON / COVER SHAT � DEMOLMON / EXISTING CONNDITiONNS PLAN •y = TENANT � y� P , GENERAL � CONTRACTOR . C' U_= LANDLORD ` .,• . N/A = NOT APPUGAE3LE DIVISION 01000 - GENERAL sup.. RC Ir 4511- FJc& PER Rao A-13 REMARKS FIELD VERIFY CONDITIONS $ DIMENSIONS BEFORE BID GC A-21 STOREFRONT SEGT1ON5 A-22 STORfRONT AND SIENAGE DETAILS A-3.0 INTERIOR ELEVATIONS A-4.0 BUILDING FERMIT T GG 2219 A-42 5EG10Hs AND DETAILS MEF-I ROUGH- IN�LAN (CRITICAL LDGATIONS, POWER DATA, 5WITGH AND GOMFRESSED AIR) 6L. SHALL Ai 4P PERMIT AND PAY ALL ADDITIONAL 19E5 CLEAN-UP, FINAL GLEANING 6C. 6C. M-1.0 _ I MECHANICAL FLAN VIRiN r PLUMBING _ P -IA 1 PLUMING FLAN AND DETAILS ( C.Oi T -I, ROUGH -IN FLAN FOR DEMOLITION, INCLUDING FLOOR PREPARATION GG GG ELECTRICAL POE PLAN SE SHEET ME' -I, ROUGH -IN PLAN FOR CRITICAL LOCATIONS, POWER, DATA AND SWITGI -ES E -I.I ELECTRICAL RifLECTED CEILING PLAN E -12 FELD VERIFY EXISTING CONDITIONS AND SE PLANS FOR SCOPE TEMPORARY FACILITIES AND CONTROLS GG 6C. 6C. GC GC GG IF REQUIRED OTHER PERMITS, FEES, INSURANCE GG GG GG GG INCLUDING ALL LOCAL PEST CONTROL REQUIRBNEMS, PERMITS, VERIFY REQUIREMENTS TEPORARY BARRIGAD>r5 (W/ LENSCRAFTERS LOCO) 6C. 60 6C. EXISTING EMERGENCY LIGHTING (E) COORDINATE REQUIREMENTS WITH LANDLORD TRASH SAL AND DUMPSTE =RS CG 60 SEE PLANS FOR SCOPE OF WORK (REUSE, RELOCATE, EEG) EXISTING EXIT 516N5 (Ir) 'C (E;) • GG VERIFY TOWN AND LANDLORD REQUIRE 4ENTS. 6L. TO REMOVE/DISPOSE OF ALL BOXES /CRATES/TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS, INCL DISPLAY FIXTUR $ HARDWARE. GUTTING AND PATCHING GG GC GG GG GG &G SEE PLANS FOR SCOPE OF WORK (REJSE, RELOCATE, ETC.) INSECT CONTROL / PREVENTATIVE 6C, GG GG SEE PLANS FOR SCOFE OF WORK DIVISION 03000 - CONCRETE suPL. RGV. Ir+En. Ex59 PER R$o GG REMARKS STRJGTUP.AL CONCRETE AND REINFORCING • 6C GG T G.C. TO FIELD VERIFY FOR ANY DEFECTS W-IICH REf:11JIRE ATTENTION CONCRETE SLAB SEE SHEET AL2 AND LIGHTING PLAN (E-SHRIIS) FOR ADDmoNAL INFO. / CLARIFIGATiONS SOUND SYSTEM SPEAKERS • GG 6L. TO FIELD VERIFY EXIST. COND. TO DET. SCOPE FrcaD. SIDEWALK / ENTRYS TENANT TELEPHONE EQUIPMENT T 60 T NA 6.C.. TO FIL.D VERIFY FOR ANY DEFECTS I4UGH REQUIRE ATTENTION CUTTING OF EXISTING SLAB-TRENCHING OR CORE DRILLING GG GG GG GG GOORD. W/ LANDLORD t AFFECTED TENANTS. • GC GC I3JZ7ZR AT REAR DOOR AND FEE. AT LAB 6C. .. .. .. ..._.. .. _. .. _._... ...4444-..... ... DIVISION 04000 - MASONRY sUPL Rcv. INS EMS PER RECD PST ( DATA) WIRING (TEMPORARY) _ REMARKS STOREFRONT FACADE TERMINATION BY TENANT NA GG CLEANING OF MASONRY TERMINATION BY TENANT NA 6C. GQNGRETE MA501R2Y UNIT WALLS • GG P0S- EfENTT TRAFFIC COUNTER 6L. TO FEL.D VERIFY FOR ANY DEFECTS W-NGH RECVIRE ATTENTION T T POMEROY TO SET (DATA CABLING BY GC.) POS-EYENET TRAFFIC COUNTER SENSORS T DIVISION 05000 - MISC. METALS R&v. m i Ex'c PLR REL.o POS-EYENET HARDWARE # TMT1NG REMARKS SASE E9UILDING STRUCTURAL STEEL • 6L. 70 COORDINATE SEGURITY-FAGILITY (HARDWARE 8 WIRING) - VECTOR T STRUCTURAL SEES (A5 REQUIRED FOR TENANT BUILD-CUT) GC GG GG BY I_N;NSGRAFTER5 - G.G. TO COORDINATE SECURITY - PRODUCT (HARDWARE 4 WIRING) - SENSOR T METAL FABRICATIONS 6G GG 6C. BY LENSCR. - 6.G. TO COORDINATE TELEPHONE CONDUIT TO SPADE MOLDINGS AND EXPANSION JOINTS 6C 6C 6C. TELEPHONE WIRING TO SPACE AS REQUIRED METAL STAIRS GG GO NA GG STOREFRONT METAL FINISHES SEE DIV. 09000 GG 6G REMODEL SCOFF 5154E PLANS FOR SCOPE OF WORK DIVISION 06000 - WOOD AND PLASTICS SUFI_. R w. NEIL. P,c& PER REDD REMARKS BLOGKING (INCL FOR FIXTURES, 51-HELVE, SIGNS) 6C GC 6C (NON-GOMI3USTIBLEIWOOD AND METAL) ROUGH GARPENTRY, FIRE RETARDANT LUMBER E FLYWD GC GC GG FLOOR PREP GG GG GC SEE SFEGIFIGAT1ONS FLOOR PROTECTION (IF REQUIRED) GG GG 6C. FINISH CARPENTRY GG GG 6C. T DIVISION 07000 - THERMAL & MOISTURE PROTECTION SUPT -_ RSV. INTL eXE, PER Brio REMARKS SEALANTS, IHSULA11ON, FIRE CAULKING $ BLOCKING GG GG GG SEE SPECIFICATIONS GOLD REID APPLIED WATER FROOFIN6 GG 6C. CC SPRAYED FIRE RESISTIVE MATERIALS GG GC GC IF REQUIRED THROUGH PENETRATIONS HRIr STOP SYSTEM GG GG GG BATT IN51.1LATiON AND OR SOUND ATTEIJATION GC GG GC DIVISION 08000 - DOORS & WINDOWS .I r--,=x& PER Rao RE ARKS NEW - DOORS, FRAMES, HARDWARE GG GC GC UNLESS NOTED OTHERWISE EXI5ITN& - DOORS, FRAMES, HARDWARE (E) (E) 6C • GG GG SEE PLANS FOR SCOPE: P. TO REF1AIN, REI_OCATE, REMOVE, ETC_ REAR DOOR PANIC BAR DETER • [ 6G 6L. TO COORDINATE 6L. TO COORDINATE ROLL. -UP STOREFRONT &RILLE NA REA S rOrrzEFRONT ALUMaN FRAME AND GLASS T GC T 6,C.. TO COORDINATE T 6G T GL. TO COORDINATE NEW STORE RONT SWINGING DOORS, 8 HARDWARE EXTERIOR DOOR LOCK GORES AND KEYS T GG GG GL. 70 COORDINATE: INTERIOR DOOR LOCK CORES AND KEYS T 6C. 6G ACCESS DOORS AND FRAMiES 6C. GG 6G EXAM ROOM MIRRORS 7 GG 7 6.G. TO COORDINATE LAB 'PASS - HR E GLAZING GHANNI3.S $ GLASS i T 6C. T .. 6L. 70 COORDINATE REFURBISH EXISTING ROLL-UP STORE FRRONT GRILLE NA SEE DOOR SCHEDULE REGL.AD EXISTING STS GLAZING CHANN E S NA SEE DETAILS FOR SCOPE OF WORK RfGLAD N7115TiN6 5TOCTRDNT SHINN% DOORS RAILS t HARDWARE NA SEE DETAILS FOR SCOPE OF WORK MILLWORK MIRRORS T GG T MISC.. MIRRORS t HARDWARE 6C. 6C. 6C. SEE PLANS AND DETAILS FOR INFORMATION DIVISION 09000 - FINISHES i__ RGv. INSTIL Ere PER RELo REMARKS EXISTING DEMISING PARTITiONNS (STUDS ONLY) • SEE FLANS FOR SCOPE OF WORK EXISTING DEMISING PART1T10N5 (GYPSUM WALLBOARD) 6G 60 GG • GG SEE FLANS FOR SCOFE OF WORK NEN DE415ING PARTITIONS (STUDS ONLY) • 515E FLANS FOR SCOPE OF WORK NEN DEMISING PARTITIONS (GYPSUM WALLBOARD) GG 6C. 60 5E£ PLANES FOR LIMITED SCOPE STOREERONT BULKHEAD - MALL GG GG GGG • 6G SEE DETAILS - NON- YTf'IGAL CONDITION GYPSUM BOARD ASSEMBLIES GG GG 6C. ACOUSTICAL CEILING 2$2' TILES (TILES ONLY) T GG 6G 1L_E5 ONLY BY TENANT. T GRID BY GL. ACOUSTICAL CEILING 25x4' TILES AND GRID CSC GG GC "T' GRID AND TILES BY G.G. AGCUSTICAL CEILING SUSPENSION SYSTEM GG GG GC LAY -IN AND OR SUSPENDED GAB. PAINTING, FINISHING, VARNISH, SEALER, EEG. GG GG GG VINYL 11LE 1 "VB-8' VINYL BASE 6C. 6C GG LAMINATE E OR WOOD PLANK 1100RING WIRY AREA) 7 6C. 6E, SEE INSTRJJGT1ON5 TO BIDDERS FOR ADDITIONAL INFO. CARPETING T GG 6C. SEE INSTRUCTIONS TO 3IDDEiRS FOR ADDITIONAL INFO. CERAMIC TILE 7 60 GG SEE INSTRUCTIONS TO BIDDERS FOR ADDITIONAL INFO. FLOORING TO MATCH EXISTING MALL FLOORING GG GG 6C. COORDINATE WITH LANDLORD CHAIR RAIL GG GC GC PLASTIC LAMINATE GG GG GG GROUT 6G GG 6G 1,1 WALL BASE T GC GC A-L2 FRP PANELS (MARLITE) 60 GC GG LAMINATE WALL GAPS PARTIAL HEIGHT WALLS GG GG GG CARPET ADHESIVE 6C 6C. 6C. WALK OFF MAT T 60 6G FLOORING TRANSITION STRIPS 'TS- -, T5-7, AND T5-8' 7 GG GG SE=E PLANS DOOR SCHEDULE AND SFBEET A -L2 FL.00RI% TRANSIITON STRIPS IS-I, TS-2, TS-4 AND 75-9' 60 6C. 6C. SEE PLANS DOOR SCHEDULE AND SHEET A-I2 '1"8--3' WALL BASE T 6C. 6C. SEE PLANS AND SHEET A-L2 SToR,�RONT WALL PANEL SYSTEM (1 AP 10) T GC GG STOREFRONT METAL FINISH CA -I' AND "P38') NA DIVISION 10000 - SPECIALTIES suPL. Rcv. INsTL-. 1X6 PER Rap ROMRICS 516NAGE T GG T G.G. TO COORDINATE - STOREFRONT SIGN STOREFRONT AWNINGS NA VERIFY INSTALL REEF. WITH CONST. MGR GRAPHICS PACKAGE T GC T STORAGE AREA SHE.VES 4 SURFACE MID. STANDARDS T 60 GG f FURRING STRIPS ELY 6.G. (SEE DETAILS) ASSEMBLY SY G.C. FIRE EXTINNGUISFEFS GG GG GG 5166U7® LOCATION ON FLAN - VERIFY LOCAL Rb iIRE EENTS ACG IBILITY 5IGNAGE GC GC GG TOILET` ROOM ACCESSORIES • 6C. CORNER GUARDS GG GG 60 PAPER CUP DID NA ONLY 1-B1 BOTTLED WATER COOLER SPECIFIED GLAZING FILM NA 5L LIED AND INSTALLED HY TENANT SIGNAE VENDOR SUSPENDED GEILIN6 PANELS "GP -32' (SALES FLOOR) T GG 6C. DIVISION 12000 - FURNISHINGS RGv. nasnL. Ex PER RE1.c REMARKS CASFWNRAP, BAGKVP•AP T GG T A: POWER SUPPLY / PHONE STUB - ETC. BY G.G. F30 AND /OR F36 ...ETER FILES (LIGHT GREY) T GG T NOTE THIS PROJECT IS A " REMODEL" BIDDING G.C.'S TO VERIFY RELOCATION SCOPE, OF EXISTING EQUIPMENT, FURNITURE, ETC. W/ TENANT CONST. MGR. PRIOR TO BID SUBMITTAL MILLWORK (INGUJDIN6 LOUNGE GABINETRi') T GG 7 METAL CASEWORK (INCL. IRESPA TOP) T 60 T METAL STORAGE CABINET'S T 6G GO EQUIPMENT OD. EQLIIPMIQNT T T T REFRIGERATOR 4 MICROWAVE • LOCKERS • FIXTURES, XTURES, WOOD AND METAL T 6C. T MERCHANDISE WALL HARDWARE T GG T MISCELLANEOUS STORE EQUIPMENT T GG 7 NON -SALTS SFELVIN 6 UNITS T GC 60 SUSPENDED CEILING PANS 'CP32' (SALES FLOOR.) T 60 60 DIVISION 15000 - MECHANICAL SUPS- REv. IN5f1- E%1S PER RE-0 REMARKS ACCESS PANELS 6C 6C. GG • IF REWIRED. SEE PLANS FOR INFO. TOILET ROOM EXHAUST FM • GG HVAG UNIT(5) • 6C. HVAG UNIT(5), CURBS • 60 HVAC UNIT(S), CONTROLS • GG VARIABLE AIR VOLJ BOXES (VAV) WA HVAC DISTPJ U1ION, DUCTWORK, DIPS 6C 6C. GG • GG GG 515E ESCHANIGAL PLAN - REMODEL SCOPE ZONE CONTROL DAMPERS WI/ THERMOSTAT WA STRUCTURAL SUPPORTS FOR FOR PACKAGED FT.'S • 6t STRUCTURAL SUPPORTS FOR AIR HANDLERS • GC CURBS t STRLG1R. SUPPORTS FOR GOING UNITS • 6C. WATER METER • SEE SUFE-RINTENDENT NOTES THIS SHEET GAS METER • SEE EUPERINTQNi7ENT NOTES THIS SHEET THERMOSTAT • GG RIMING FIXTURE ( SFIE£r A- 12_FOR SCa 6C. GG GG • 6C. REMiODFL SCOPE SEE PLANS FOR INFO. FLOOR DRAINS / PIPING / SUPPORTS • GG w1 ED HATER UNIT WA WATER COOLER AND OR DRINKING FOUNTAIN 6C. GG GG SEE PLUMI3IN6 PLAN ROOF WORK GG GG GG 6C. IF REGUIRFD BY LL._. SUB AT TENANT GL. EXPENSE QED AIR PIPING / HOSES GG GG GG • GG RE=MODEL SCOPE SEE PLANS FOR INFORMATION. SMOKE= EVACUATION SYSTEM a CONTROLS WA SMOKE DETECTORS GG GG GG • REMODEL SCOPE SEE PLANS FOR INFORMATION. WATER AND SEWER STUB • 6C. SPRINKLER SYSTEM MODIFICATIONS GG 6C. GG GG BY LL.. DESIGNATED CONTRACTOR AT TENANT 6.G. EXPENSE HRE SPRINKLER MAIN • DRAWING INDEX 6 -7 -06 ARCHITECTURAL A-0.I GENERAL iNFORMATiON / COVER SHAT A DEMOLMON / EXISTING CONNDITiONNS PLAN A DEMOLmoN / EXISTING CONDITIONS REFLECTED CEILING FLAN A-LO DIM34510NED PLOOR FLAN A STORE FIXTURE PLAN A -I2 SPECIFICATION SGFIEULE A-13 SPECIFICATION SCHEDULE A-2.0 STORBHRONT ELEVATION AND PLAN DETAILS A-21 STOREFRONT SEGT1ON5 A-22 STORfRONT AND SIENAGE DETAILS A-3.0 INTERIOR ELEVATIONS A-4.0 SECTIONS AND DETAILS A- 4J SECTIONS AND DETAILS 09 2219 A-42 5EG10Hs AND DETAILS MEF-I ROUGH- IN�LAN (CRITICAL LDGATIONS, POWER DATA, 5WITGH AND GOMFRESSED AIR) STRUCTURAL s-I J I STOREFRONT STRUCTURAL FRAMING DETAILS, AND STANDARD DETAILS MECHANICAL,,1l lit ,pa 4ii M-1.0 _ I MECHANICAL FLAN VIRiN r PLUMBING _ P -IA 1 PLUMING FLAN AND DETAILS ( C.Oi T -I, ROUGH -IN FLAN FOR F AIR OUTLET LoGA110N5) ELECTRICAL E-LO ELECTRICAL POE PLAN SE SHEET ME' -I, ROUGH -IN PLAN FOR CRITICAL LOCATIONS, POWER, DATA AND SWITGI -ES E -I.I ELECTRICAL RifLECTED CEILING PLAN E -12 aa;11 IGAL DATA PLAN E -13 POKER PLAN - LESS PROCESS ROOM E ELECTRICAL DETAILS RESPONSIBILITY SCHEDULE CONTINUED PROJECT DATA LANDLORD'S ADDRESS JOB SITE ADDRESS NAME STREET ADDRESS CITY, STATE, ZIP TEN. COORDINATOR TELEPHONE: : FM: EMAIL: 1 F ' WIEI n COPPMATION STREET ADDR65 CITY, STATE, ZIP LEFECRAFTERS 7f ial r 2CEDNLIC&SCI TCFig Ian+ Ta i 11601 WILSHIRE 6LVD. LOS ANGELES, GA 40025 416 SOUTHGENTEI2 MALL - 10SHiA KIM tEL TUKWILA, WA 4 ;5188 310 -4i8 -4456 GG GC 310-515 -5991 JK1MMLGUS1^ESTFIHJD.GOM CODE INFORMATION SQUARE FOOTAGE CAN57RLZT10N TYPE: OCCUPANCY: OCCUPANT LOAD: APPLICABLE GODS: NIB UNPROTFGTELD, NON (U-LY SPRINKLERED) MERCANTILE 47 PIERSONS 2006 INI32NAi1ONAL BUILDING CODE 2006 INTERNATIONAL MEGIANIGAL CODE 2006 UNIFORM PLUMBING CODE 2006 INTERNATIONAL FIRE CODE 2005 NATIONAL ELECTRIC CODE WASHINGTON STATE ENERGY GODE ICG ANSI A111.I 2003 BUIE.DINN6 DEPARTMENT: AREA SQUARE FEET OCCPANNGY CALG. SALES 2219 1 30 = 1b EXAM 625 / 100 = 7 HALLWAY 481 /100 =5 NON -SALES 555 1 300 = 2 E VII DING: MECHANICAL: PLUMBING: FIRE: ELECTRICAL: f3NER5Y: AC6E55iEILITY: IBIS FROG S ROOM 649 /100=1 GG 6C. GROSS 4518 - 97 FERSONS PERMIT EMEEDITER: CITY OF TUKWILA EXPRESS PERMITS E3ULDINO DIVISION 1321 POST AVENUE, SUITE H 6300 SOUTH CENTER BLVD. TORRANCE, GA 4 10501 SUITE 100 PHONE: (800) 281 - I5IS TUKWILA, WA 48188 FAX (310) 328 -0336 PH: (206) 4313610 CONTACT: RICH KOZIGH RESPONSIBILITY SCHEDULE CONTINUED STOREFRONT SUPPUER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WiTH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPUER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. � ‘ <5k<6' h � . = TENANT 6C.= GEERAL CONTRACTOR ' cp •' LL- LANDLORD 0" •: WA = NOT APPLICABLE DIVISION 16000 -ELECTRICAL F RAMN Rcv niSTL S<'& PER RECD 5T IiSth 5T. REMARKS CONNECTION AND WIRING OF GASHERAP GG GG GC ELEG1RIGAL SERVICE • GC ELEGTRJG METER • SEE SUPBRINTE4DEFT NOTES THIS SHIN ELECTRICAL PANELS / TIRANSECREEIRS 6C EMERGENCY LIGHTING T GG 6C. IF REQUIRED SEE PLANS EXIT SIGNS T GG 6C HRI< ALARM SYSTEM GC GC GG UPGRADE RE9I1IRE 7-c. FLANS FOR INFORMATION LIGHT FIXTURES T GG GG LAMPS T 6C. 60 EXISTING EMERGENCY LIGHTING (E) 6C. (E) • GG 6C. SEE PLANS FOR SCOPE OF WORK (REUSE, RELOCATE, EEG) EXISTING EXIT 516N5 (Ir) 'C (E;) • GG 6G SIE FLANS FOR SCOPE OF WORK (REUSE, RELOCATE, ETC) EXISTING LIGHT FIXTURES (E)6C(E)9 6C. &G SEE PLANS FOR SCOPE OF WORK (REJSE, RELOCATE, ETC.) LAMPS FOR EXISTING LIGHT FIXTURES GC 6O GC SEE PLANS FOR SCOFE OF WORK CONDUITS FOR DATA, COMMUNICATION, ALARMiS, PHONES GG 6C GG SOUND SYSTEM T GG T SEE SHEET AL2 AND LIGHTING PLAN (E-SHRIIS) FOR ADDmoNAL INFO. / CLARIFIGATiONS SOUND SYSTEM SPEAKERS 7 GG T TENANT TELEPHONE EQUIPMENT T 60 T GL. TO COORDINATE RELOCATE EXISTING TELEPHONE SERVICE NA TELEPHOME WIRING / BACKBOARD • GC GC I3JZ7ZR AT REAR DOOR AND FEE. AT LAB 6C. GG 6C. • 6G 6G !REMODEL SCOPE SEE PLANS FOR SCOPE OF WORK PST ( DATA) WIRING (TEMPORARY) GG GG 6C. TERMINATION BY TENANT PST (DATA) WIRING (PERMANENT) GG GG GG TERMINATION BY TENANT POS- )EVEN TRAFFIC COUNTER DATA CABLING 6C. 6C 6C. POMIER.Or TO SET (DATA GAE+LING BY 6L,) P0S- EfENTT TRAFFIC COUNTER T T T POMEROY TO SET (DATA CABLING BY GC.) POS-EYENET TRAFFIC COUNTER SENSORS T T T POMEROY TO SET (DATA CABLING BY 6L) POS-EYENET HARDWARE # TMT1NG T GC T 6L. 70 COORDINATE SEGURITY-FAGILITY (HARDWARE 8 WIRING) - VECTOR T 6G T BY I_N;NSGRAFTER5 - G.G. TO COORDINATE SECURITY - PRODUCT (HARDWARE 4 WIRING) - SENSOR T GG T BY LENSCR. - 6.G. TO COORDINATE TELEPHONE CONDUIT TO SPADE • GG 6C. TELEPHONE WIRING TO SPACE • GG GO WIRING, CIRCUITING, RECEPTACLES, SWITCHES GG 60 GG • GG 6G REMODEL SCOFF 5154E PLANS FOR SCOPE OF WORK NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPUER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WiTH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPUER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. - 44 4- ... -- - _ ......_ .,_,. _.._....... r _ . -- - -- ��1W " 7 rr ► - VIC INITY MAP 6 -7 -06 NORTH . - 57. F RAMN 5 160th U 4. Ci 176th ST. it w 7 R 3 L ' . 1 ISOth ST. ISOth 5T. 5T IiSth 5T. 0 0 CN LANDLORD REQUIRED AND OR PREFERRED CONTRACTORS / VENDORS PREFERRED SPRINKLER PATRIOT FIRE PROTECTION, INC. CONTACT: MARK FROMON6 PH: (253) °26 -22q0 PREFERRED SPRINKLER GROWN FIRE PROTECTION CONTACT: JOFR1 ABLE PH: (425) 481 7664 PREFERRED SPRINKLER GOscO FIRE PROTECTION CONTACT: PATRICK CARNAHAN PH: (425 6S6 -6313 PRFERRED $PRINKLEF( PESTERN STATES FIRE PROTECTION CO. CONTACT: WES HAMILITON PH: (425) 881 - 0100 REQUIRED ROOFING SUBCONTRACTOR PACIFIC RAINIER ROOFING, ING. CONTACT: MONTY PH: 20636i -2525 REQUIRED FIRE ALARM SUBCONTAGCOR GUARDIAN SECURITY GONTAGT: BOB VEZZANI PH: 360 -642 -3138 TELEPHONE QUEST PH: I SOO 60:3 6000 �L1L[IY Fl1GET SOUND ENERGY PH: (425) 454 -2000 PLOT PLAN r RAFTEN 000000 SPADE # F6a6 6 -7 -06 Date Drawn By ' Checked By 4 -14 -08 STAFF STAFF Store Number 0505 FIRE SPRINKLER SYSTEM NOTE TI$ CONTRACTOR SHALL PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER 5E5131 FOR THE ENTIRE SPACE IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS AND THE LANDLORDS CRITERIA. TIE CONTRACTOR SHALL HAVE DRAWINGS, SHOP DRAWINGS, APPLICATIONS MD SUBMITTALS PREPARE) BY A PROPERLY LICENSED PROFESSIONAL, 141-10 15 AFPR0 D-V THE LANDLORD. ALL DRAWINGS ANP CONSWJJC11ON SHALL 13E IN COMPLIANCE WITH ALL CODES, RE6ULATIONS, INNSURANGE ASSOCIATIONS AND RATING BUREAUS AND SHALL INCLUDE ALL PERMITS, TESTS, SLUT DO1+4 FEES AND CERTIFICATIONS TO PROVIDE A COMPLETE IN PLAGE SYSTBA. SPRINKLER DESIGN STANDARD: (PREFERRED) • -P CITE GONAD HEADS IN THE HARD - RECESSED CHROME TEA S WITH WHITE - CHROME FADS WITH CHROME TRIM CEILING AREA AT THE STORE FRONT: TRIM RINGS IN RETAIL 01? AND LAB SOFT RINGS IN LOUNGE, OFFICE AND BACK RELIABLE MODEL '6-4' CEILINGS: AREA CEILINGS: TYCO 'RF -II RELIABLE MODEL "6-FI' RELIABLE MODE_ "G" TYCO "TY-L' TYCO GENERAL NOTES NOTE: THIS PROJECT 15 A REMODEL VERIFY SPRINKLER HEAD TYPES 1111 LANDLORD AND TENANT CONSTRUCTION MANAGER. . THE CONTRACTOR 15 RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON 1]-15 ENTIRE SET OF TH DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INGONSI5TENGIES OR DISCREPANCIES BETWEEN DRAWINGS THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THE PERMASTEELISA PROJECT MANAGER IMMEDIATELY OF SUCH DISCREPANCIES. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO BIDDING. THE CONTRACTOR SHALL NOTIFY THE PERMASTEELISA PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. SUBMISSION OF A BID SHALL CONSTITUTE AN ACKNOWLEDGMENT AND ACCEPTANCE OF ALL EXISTING CONDITIONS. 3. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL INDICATE ON Tt1ESE PLANS ALL APPROVED CHANGES TO THE WORK. THIS SET OF DRAWINGS SHALL BE TURNED OVER TO 11-E PERMASTEELISA PROJECT MANAGER WHEN THE PROJECT 15 GOMPLETE. 4. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWINGS, SPECIFICATIONS OR 011-ER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE PERMASTEELISA PROJECT MANAGER IMMEDIATELY. 5. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTB7 IN WRITING TO THE PERMASTFFI ISA PRO.EGT MANAGER. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT THIS LIST TO THE PERMASTEELISA PROJECT MANAGER WITHIN IO WORKING DAYS OF CONTRACT AWARD. PROVIDE A COPY OF 11H15 LIST TO THE STORE MANAGER. 7. REFER TO TENANT / CONTRACTOR RESPONSIBILITY SCHEDULE (1415 SHEET) FOR WORK RESPONSIBILITY. THIS SCHEDULE HAS PRECEDENCE OVER DRAWINGS AND SPECIFICATIONS. S. THE .CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL SHIPMENTS OF PERMASTFF1 ISA / LENSCRAFTERS SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LADING, NOTING ANY DAMAGE. IF THIS IS NOT DONE THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. TH-E CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. q. THE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS AND BILLS OF LADING IN A MARKED ENVELOPE. THIS ENVELOPE 15 TO BE TURNED OVER TO THE PERMASTFFI ISA PROJECT MANAGER 10. THE CONTRACTOR SHALL DELIVER TO THE PERMASTEELISA PRO_EGT MANAGER A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN WAIVERS, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY TO BE FRAMED AND MOUNTED AT STORE MANAGER'S DESK. II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES. 12. THESE GONSTRUGTION DOCUMENTS ARE NOT TO BE SCALED ALL DIMENSIONS ARE TO FINISH FACE OF WALL, UNLESS OTHERWISE NOTED. 13. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY PAY WITHOUT WRITTEN AUTHORIZATION F PERMASTEELISA OR FROM PERMASTEELISA'S ARCHITECT. 14. MAINTAIN EGRESS AT ALL 11MES DURING STORE OPERATION / CONSTRUCTION. 15. COORDINATE CONSTRUCTION TIME AND NOISE REQUIREMENTS WITH LANDLORD. 16. UPON COMPLETION OF CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO GLEAN ALL FINISH SURFACES / FIXTURES PER MANUFACTURERS INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A PROFESSIONAL GLEANING COMPANY TO ASSURE DELIVERY TO THE TENANT OF AN ABSOLUTELY GLEAN STORE. THE FINAL GLEANING 15 TO BE PERFORMED NO MORE THAN ONE DAY PRIOR TO THE TURN OVER IF AN UNTIDY STORE 15 TURNED OVER, PERMASTEELISA RESERVES THE RIGHT TO EMPLOY PROFESSIONAL GLEANING SERVICES AND TO DEDUCT THE COST PLUS 15% FROM THE BALANCE OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING OF ALL EQUIPMENT, MERCHANDISE, CARPET, ETC. DURING AN OPEN STORE REMODEL (WHERE APPLICABLE). IS. COORDINATE ALL ACTIVITIES WITH LANDLORD PRIOR TO START OF CONSTRUCTION. INTERRUPTION OF SERVICES TO 11-15 SHOPPING CENTER OR OTHER TENANTS SHALL BE HEW TO A MINIMUM. COORDINATE SUCH INTERRUPTIONS WITH THE LANDLORD. EXISTING SERVICES WHICH ARE IN ANY WAY AFFECTED BY THE PERFORMANCE OF THIS WORK SHALL BE PROTECTED AND MAINTAINED. THIS INCLUDES UTILITY SERVICES FOR THE SHOPPING CENTER OR OTHER TENANTS THAT ORIGINATE IN OR PASS THROUGH THE TENANT'S SPADE. Iq. INSTALL / COORDINATE TEMPORARY BARRICADE REQUIREMENTS W/ LANDLORD. G.G. TO PROVIDE AND INSTALL TEMPORARY BARRICADES AS REQUIRED BY LANDLORD. 20. INSTALL TEMPORARY ENTRANCE WITH DOORS, FRAMES AND LOCKS. (IF REQUIRED) 21. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND ALL APPLICABLE ORDINANCES. WHERE NECESSARY, THE GG SHALL BE RESPONSIBLE FOR FILING THE "NOTICE OF COMMENCEMENT" IN THE APPROPRIATE OFFICE AND SHALL BE RESPONSIBLE TO POST TH-E 'NOTICE OF COMMENCEMENT' AT THE JOB SITE. CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL CODE REQUIRED UPGRADES. 22. ALL WOOD CONSTRUCTION ASSOCIATED WITH THIS WORK SHALL BE FIRE RESISTANT TiREATED (FRT). ALL NEW FRAMING AT STOREFRONT AND / OR ABOVE CEILING SHALL BE NON - COMBUSTIBLE. 23. CONTRACTOR SHALL COORDINATE ALL EXPLORATIONS / XRMYS AND GUTTING OF SLAB (IF REQUIRED) WITH LANDLORD PRIOR TO BEGINNING WORK. RLE PY Permit 24. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH T1 STRUCTURE AND SHELL BUILDING ELEMENTS. GENERAL. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PERMASTEELISA PROJECT MANAGER OF ANY DISCREPANCY BETWEEN TI ILSC DRAWINGS AND BUILDING SHELL 25. CONTRACTOR TO PROVIDE FIRE EXTINGUISI-ERS AND CONGEALED BLOCKING AS REQUIRED. VERIFY QUANTITY AND LOCATIONS WITH LOCAL OFFICIALS. 26. CONTRACTOR WILL LOCATE / RELOCATE SPRINKLER SYSTEM AS REQUIRED BY THE INTENT OF THESE CONSTRUCTION DOCUMENTS. (SEE FIRE SPRINKLER SYSTEM NOTES) 21. CONTRACTOR SHALL SE RESPONSIBLE FOR CUTTING AND INSTALLATION OF STUDS, INSERTS AND BLOCKING AS REQUIRED. 28. PROVIDE AND INSTALL DUST PROTECTION AS REQUIRED DURING STORE CONSTRUCTION. 24. CONTRACTOR TO PROVIDE FULL FLOOR PREP. AS REQUIRED TO RECEIVE NEW FINISHES. ALL MAJOR FLOOR DISCREPANGIES MUST BE BROUGI -Tr TO THE A 300N OF TI-E PERMASTEELISA PROJECT MANAGER. 30. EPOS (ELECTRONIC POINT OF SALE) EQUIPMENT AND INSTALLATION BY TENANT. 31. TEL_EPHOW EQUIPMENT AND INSTALLATION BY TENANT. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CEILING WORK WITH ELECTRICAL DRAWINGS. 33. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF LIGHTING WITH ELECTRICAL DRAWINGS / REFLECTED CEILING PLAN. 34. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS. 35. G.G. 15 RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND PROOFINGS IN ALL INSTANCES. 36. ALL PENETRATIONS OF DEMISING WALLS, ROOF AND FLOOR SHALE. BE FIRE SAFER / PROOF PER LOCAL GODES / LANDLORD REQUIREMENTS. 37. G.G. TO RECEIVE, UNLOAD AND PROVIDE SAFE STORAGE OF ALL PERMASTEELISA / LENSCRAFTERS SUPPLIED AND / OR INSTALLED MATERIAL. TRASH REMOVAL OF ALL BOXES / GRATES CONTAINING PERMASTEELISA / LENSGRAFTERS SUPPLIED AND / OR INSTALLED MATERIAL, INCLUDING FLOORING, FIXTURES, HARDWARE, EQUIPMENT ETC. WILD_ SE BY C.G. 38. G.G. TO PROVIDE TEMPORARY JOB -SITE PHONE AND FAX CAPABLE OF REGEIVING INCOMING GALLS FOR THE DURATION OF 114E PROJECT, PROVIDE TELEPHONE NJMBERS TO THE PERMASTEELISA PROJECT MANAGER AT CONSTRUCTION START. 3C._ HAZARDOUS MATERIALS COMMUNICATION PROGRAM: THE G.G. SHALL. PROVIDE TO TI-E PERMASTEELISA PROJECT MANAGER A DOPY OF THEIR HAZARD COMMUNICATION PROGRAM. THE GG IS RESPONSIBLE FOR COMPLIANCE WITH 2C. GFR IgI0.I200(EX2) OF THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR GENERAL INDUSTRY AND FOR SUBCONTRACTORS AND SUPPLIERS RETAINED BY G. 40. NOTICE OF INCIDENT: GG SHALL IMMEDIATELY NOTIFY THE PERMASTEELISA PROJECT MANAGER OF ANY INCIDENT INVOLVING THE PROJECT WHICH RESULTS IN CONTACT ANY FEDERAL, STATE OR LOCAL GOVERNMENT AGENCY. 41. STORE CONSTRUCTION SAFETY POLICY: THE CONSTRUCTION SAFETY POLICY DATED MARCH 11, Hill 15 HEREBY INCORPORATED INTO THIS SCOPE OF WORK. 42. REFER TO LENSCRAFTERS STANDARD PERFORMANCE SPECIFICATIONS. Mar review approval Is subject to egos and °mistaking. Approval of consbuction documents not the viokdbn deny d code °radiance. Receipt ;,i:." •:/.-,. n :;!► p.. . n r r r.. ir r' p il�'rr � ' is apkustadged: Tukwila BUILDING DIVISION s A ..!!�` shall y��� P10 s all be made to the scope of work without prior approval of Tukwila Building DivtOon. NOTE: Revisionswi require a new Oat submIld and may indudeaddifional plan review fees. I SUPERINTENDENT NOTES I. BUILDING PERMIT AND CERTIFICATE OF OGGUPANGY: A. TIE 6C. SHALL CONTACT 11-E F RMASTEEUSA PR OR TIE PERMIT EDITOR TO SECURE 11-E PERMIT. PERMIT SHALL BE M01*1T® IN A VISIBLE, LOCATION AT TIE SITE. PERMITS SHALL BE PAID FOR BY 11 6G AND SUBMITTED TO FERMASTE ELISA AS A GHANME ORDER. B. 11 GC SHALL ARRANGE FOR ALL REQUIRED INSPEOTTONS. G. THE GC SHALL DETERMINE IF THE INSPEGTORS WILL BE CHECKING LAB EQUIPMENT FOR UL OR FL LABELS AND NOTIFY TIE CONSTRUCTION MANAGE-ENT TEAM NO LATER THAN 4 WEEKS BEFORE 'PUNGH ". D. IF REXIRED, A '11'ORARY G OF 0' OR SUILDIN6 DEPARTMENT APPROVAL SHALL BE RECEIVED TO SET DOWN EQUIPMENT. 2. DIMENSIONS: 1}F WORD ' HOLD' RH TO A GRJ11CAL DIMENSION AND IIJST BE ADHERED TO. IF 11-6E5E D1E E1510% GAN NOT BE MET, GALL TIE PSRMAS EELISA PM FOR DIREG71ON. 3. ON -SITE COMMUNICATION: THE 6G SHALL CONTACT THE PERMASTEELISA P.M. TO RESOLVE ALL PIED ISSUES. 4. CHANGE ORDERS: NO ADDITIONAL COSTS OR DESIGN CHANGER WILL BE ACCEPTED WITHOUT 11-E WRITTEN APPROVAL OF TIE PERMASTEELISA P.M. AND THE EXECUTION OF TIE FERMASTf13.15A CHANGE ORDER. PROCEDURE, PRIOR TO TIE C014434GEMENT OF SUCH WORK. CHANGE ORDER WORK COMPLETED WITHOUT SI6NED APPROVAL TO DO SAME, 15 DONE 50 AT THE 6G RISK 5. SUBC.ONTRAGTOR COORDINATION: THE SUPMN T3NDHNT MUST BE PRESENT AT ALL TIMES FOR THE DURATION OF GONSTRUGTiON, THE 6G SHALL GIVE SUBGONTRAGTORS. APPROPRIATE NOTICE BEFORE REQUIRING SITE, COORDINATE INSTALLATION DATES, AND COMMUNICATE SITE SPECIFIC DETAILS. THE 6C SHALL GOORDINATE 11 INSTALLATION SG1 AND DIVISION OF WORK WITH 1T PE2MAST®..15A TORS SHOULD CONTACT THE GG FOR SC ULE CLARIFICATIONS. A. MILLWORK / CA51340RK: GG SHALL COORDINATE CRJ11GAL DIMENSIONS PRIOR TO WALL CONSTRUCTION AND HAVE TIE AREA READY PRIOR TO FIXTURE DE.IVE RY. READY SHALL f3E DE FINED A5 FLOORING DOW! 11RU -CUT TIE RETAIL AND OPTOMETRIC DOCTOR (OD) RECEPTION, LIGHTING SGI,tr5 BUILT OUT, SHEET ROGKB7, FINISHED, PAINTED AND LIGHTING FIXTURES INSTALLED, ALL HALLS IN TIE RETAIL AND OD REGEPTION MUST BE MUST FINS ISFFD AND PAINTED, ALL ELECTRICAL AND MECHANICAL ROUGH - OUTS MUST BE COMPLETED, STORE MUST BE SECURED FROM THE OUTSIDE ONCE THE PRE-CONSTWUGT10N MILLWORK DROP/INSTALL DATE HAS E3EIEN ESTABLISFFD, ANY CHANGES TO THE ESTABLISHED DATE MUST MUST BE COMMUNICATED AT LEAST 1 DAYS PRIOR B. EYENET / PHONES: 6G SHALL HAVE TE-131-101kE, ELECTRIC AND DATA CABLING INSTALLED ONE WEEK BEFORE 'PUNCH' FOR HARDWARE INSTALLATION AND TESTING. 6. ELECTRICAL AND LIGHTING DELIVERIES ALL ELECTRICAL DISTRIBUTION, LIGHT FIXTURES AND LAMPS WILL BE SENT TO THE ..DOB LOCATION AS DIRECTED BY TIE PERMASTEELISA P.M. 6C. SHALL B1= RESPONSIBLE FOR THE COORDINATION OF DELIVERIES, FOR THE OFF - LOADING OF SAME, AND TO VERIFY / REPORT ANY DAMAGE AND FOR TH ESAFE STORAGE OF ALL MATERIALS RECEIVED. 11-E ELECTRICAL CONTRACTOR SHALL VERIFY THE VOLTAGE AND GOMPATIELITY of Ail EQUIPMENT, FIXTURES AND MILLWORK PRIOR TO CONNECTION. 1. METER INSTALLATION (WATER / ELECTRIC / GAS) (FOR NEN AND RELOCATION STORES ONLY): A. THE PERMASTEELISA P.M. WILL COORDINATE INSTALLATION OF ALL METERS ONE WEEK BEFORE SETDOWN AND COORDINATE THE REMOVAL OF EXISTING OR ADDITIONAL METERS FROM 11-E SITE. B. TI &G SHALL GALL THE UTILITY GOMPANY TO INITIATE INSTALLATION OF N&I METERS. C. THE 6C. SHALL GALL 11-E PERMASTEELISA P.M. IF THE STORE REQUIRES A &A5 METER 8. UTILITY ACCOUNT TRANSFER/SETUP (FOR NEV' AND RELOCATION STORES ONLY): 6.G. SUPERINTENDENT SHALL CONTACT THE WXOTTIGA RETAIL STORE MAINiENANGE HOTLINE (5I3)1653500 UPON ARRIVAL AT THE JOB SiTE TO TRANSFER TEEPORARY UTILITIES TO THE OWNER. 6G TO PROVIDE 11-E FOLLOWING INFORMATION 11-EN GALLING: Au 5TORE ADDRESS AND SPACE # B: TEMPORARY UTILITY COMPANY (5) NAME AND PHONE # (IL, GAS, ELECTRIC, PLATER AND POSSIBLY SEVER) G: METER AND SOCKET # (IF USED) D: EXPECTED °PUNCH" DATE (TIMING FOR NEW INSTALLATION OR UTILITY ACCOUNT TRANSFER WILL DE EXECUTED ON / OR BEFORE THE °F JNGH' DATE). q. "PUNCH" PROCEDURE: A. THE GC SHALL GALL THE THE PERMASTEELISA P.M. TO CONFIRM THE 'PUNCH' DATE NO LATER THAN 10 WORKING DAYS BEFORE 'PUNCH". B. ALL CONSTRUCTION ITEMS, INCLUDING iTMS ON THE INSTALLATION SCI-EDI LE ARE TO EE COMPLETED BEFORE: 'PUNCH' DAY. G. TEE 6G SUPEFJNTEDENT, THE PERMASTEELISA P.M. AND THE LENSCRAFTERS RDO (OR GM) WILL COORDINATE AND ATTEND THE "PUNCH'. COPIES OF 11E "RANCH LIST' ARE TO EE GIVEN TO 11F 6M AND TO THE GC SUPERINTENDENT. D. A "SUBSTANTIAL COMPLETION' DOCUMENT 111113E DISTRIBUTED TO THE GG ALLOWING A MAXIMUM OF SEVEN (7) CALENDAR DAYS TO COMPLETE ANY 1 ALL 'PUNCH' ITEMS. 11 6G SHALL REMAIN 1N ON 5ITE UNTL ALL ' PUNCH" 17E1.15 ARE COMPLETE AND THE STORE 6M HAS SIGNED OFF CONFIRMING COMPLETION OF THE "PUNCH UST". AFTER SEVEN (7) CALENDAR DAYS, PERMASTEELISA MAY EXERCISE TIE RIGHT TO HAVE 71-E "PUNCH UST" COMPLETED 13Y OTHERS AT THE 605 SOLE E)<PESE. E. A COPY OF THE 'SIGNED PUNCH UST' WILL BE GIVEN TO THE PERMASTEELISA P.M. 10. SETDOWN: LEJSCRAPIBR'S NEN STORE TEAM WILL DELIVER ALL REMAINING OM ER F RNISFED TTBIS TO TIE STORE ON THE EVENING OF MUNCH' DAY. THE 6G SHALL BE ON SITE ON 11-E DAY AFTER °F U NGH',11114 ONE (0 PLUMBER AND ONE (U ELECTRICIAN TO ASSIST THE S 1 DOWW TEAM TO RESOLVE ANY ISSUES. 11-E GG SHALL SUPPLY ONE (1) 20 CUBIC YARD DUM6"STBR FOR REMOVAL OF SETDOWN DE13R15. 11. MUZAK SYSTEM: A: NEN STORES - 711E 6C. SHALL BE RESPONSIBLE TO CONTACT MUZAK SYSTEMS 2 PEEKS PRIOR TO TIE %I DATE TO ARRANGE FOR THE 1NSTALIATION OF A CEILING MOUNTED MUZAK SYSTEM MINN 114E RETAIL AREA OF THE LENSGRAFTHZS' STORE 11-E 6C SHALL COORDINATE THE PORK OF THE MUZAK REPREEENTATIVE WITH THOSE OF OTEER ONSITE TRADES. CONTACT: I - S00 313340 (X 13: REMODELS AND RELOCATIONS -11-E 6D413 CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE AND REINSTALLATION OF SYSTEMS AT LENSCRAFTERS STORES DURING REMODR AND RELOCATION PROJECTS. ALL WORK 15 TO BE PERFORMED BY FfR5ONNE1- LICENSED BY WZAK' TO PERFORM SUCH PORK ANY DAMAGE OR NON FUNCTIONAL GOMPONNBNTS KIST BE IDENTIFIED D PRIOR TO BEINI6 REMOVED FROM THE SITE. 12. SECURITi' ALARM TRANSFER/MODIFICATION GG SJPERINTENDENT SHALL CONTACT THE 1UXOTTiGA VECTOR SECURITY UNISON' AT (5I3)165 -354 SHOULD DURJN6 ANY POINT IN CONSTRUCTION 7W 6G DETERMINES THEY WILL NEED TO DISABLE OR RELOCATE ANY ALARM SYSTEM COMPONENTS. GG SUFERINiENPENT SHALL AWAIT INSTRUCTIONS FROM THE 'WXOTTIGA VECTOR SECURITY LIAISON' BEFORE TAKING ANY ACTION ON 11-E SECURITY SYSTEM. S u b s i d i a r y of t h e L u x o t t i c a OSH SOUTHCENTER MALL 4000 Luxottica Place IV TUKWILA, WA Group ason, Ohio 45040 Drawings for: Location: LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 • Act ve Revision Number REV. 2 Revisions: Mark Date By Description A;\ 2 -1 -08 LANDLORD SUBMITTAL 9096 PRINTS - IN - PROGRESS A 2-6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 - 08 BUILDING DEPARTMENT COMMENTS *A 3-25 -08 OWNER STOREFRONT CHANGES A\ \ 4 -14-08 STOREFRONT UPDATES ANTSEK II'1IOATES NO REVISION INS r Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SGOTTSDALE, AZ 85259 PHONE: (480) 614 -3385 FAX: (480) 6I4 -020q EMAIL: DAVIDAUDKOW @GOX.NET Construction Manager: Engineer Seal PERMASTEELISA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436 -0100 FAX: (6I4) 436 -6023 P- ohioition On Re -use and Capyr - ght Notice the I formation and speci`ica: ons cantc wi-hir these drawings war, prapercd for Ilia with tha Scapa of work at the speci = ic locction inciccted. Use of this infom-alinn for nth =r is njP:15 nl other locrlior:; or differing scooes of work u °less expressly authorized in writ nr: by Ihr. signing arch'Ircl aid rng - ncer o' rcrard autho - ing these documents is strictly prohibited by the law. 71-c no drawirgs aria spccifcat ons, and _hc nfc conic - nec wrhin, are cnd sha remain t -e oroperty o` the cuthar(s) )isplay, reprocuc:'on or use tor any but the spec ficc ly agreed _Ton purposes without the written outl o izotior from the sig -inc architect and engineer of eucr u..lhuririg These documents is a1riully prohil'Led by t.I-e law The';e drawiras anc specifcations are subject without lirrile,iun to cu. yrignl aru_ec.ion ua an uruhileuturol wnr4 .ruder he Architertivnl rinr Copyright Protection A;l o' 1.8 STORE TYP ,dc ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER ❑ HIGH ❑ SMALL MID ❑ SMALL TdWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED F'NOSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 ® OTHER MILLWORK TYPE: ❑ BRUEWER ❑ D2 -OX ® PISA ❑ OTHER LensCrafters' Stondard Version Number. D3 0505 Lenscrafters Project Number Arct texts Project No. 077 Title GENERAL INFORMATION / COVER SHEET Sheet A -0.1 T, O O cv NOTE: SEE DEVICE DEMOLITION PLAN THIS SHEET FOR INFORMATION DESCRIBING REMOVAL AND OR RE -USE EXISTING, OUTLETS, SWITCHES, DATA, COMPRESSED AIR, ETC. THIS ROOM SCALE: 1/4" = 1 ' -0" 0 0 (.) UJ ec (SIM. STUBS ONLY) ri ; i 16 I � I 6 1 i i ift r� 11 I 1 1 IL -- - - -__ IS'-5 1/2" FIELD VERIFY 0 0 ja 111 01 111 L EXISTING CONDITIONS / DEMOLITION PLAN 1 I CFE fi 0 0 o 24'-O" FIELD VEBRIFY ( TENANT -) - T I I I __ f =- -� i lk l / • / /\\ �. 74 -7 1/2" FIELD VERIFY lc!) !MM. MEMMEMMI1 4- 21 6 ", not SERVICE CORRIDOR -- ) PLAN NORTH WALL LEGEND 2/1/06 CENTER LIRE LE LINE CONSTRUCTION TO BE DEMOLISH NEW WAILS NE N KNEE WALLS EXISTING WALLS BULKHEAD T11i TI►I►iII I ii1111111/ MEW WALLS VI/ PA5511-1R) WINDOW FULL mGHT GLASS NEW WALL W/ SOUND BATTS IN&I I HdR RATED WALL 14134 2 HR RATED WALL NEVI WILL WALL PASS -RIND WALL MME CI I I I I - lr I I I I I 0 0 24'-O' FIELD VERIFY /` . (LI) rl 1 I n� 11 1 1� I II 1 r - )ri U L-J I 1 L- r = 0 L -- CODED NOTES O I. EXISTING STOREFRONT SIGNAGE TO $E RB4OVED - REAR TO STOREFRONT ELEVATIONS. GL. TO CA ARIFY DISPOSING OF, OR MAKING SIGN AVAILABLE TO I. SGR4FTERS. COORDINATE WITH TENANT CONS MGR 2. EXISTING FIRE EXTINGUISHER TO BE RELOCATED. SITE SHAT A-I.1 FOR ADDITIONAL INFORMATION / REELIIREME4TS. 3. EXISTING GANNETS TO EE REMOVED. 4. EXISTING WORK COUWTER TO BE REMOVED. 5. EXISTING FITTING COUNTER(5) TO BE REMOVE?. 6. EXISTING FUMING FIX11A2E TO RE -1AIN. ENSURE PROPER WORKING ORDER. 7. EXISTING DOOR AND FRAME TO BE REMOVED. S. EXISTING ELECTRICAL AND TELEPHONE PANES_ SEE H.EG1RIGAL DRAWINGS FOR ADDITIONAL INFO. q. EXISTING CARPET FLOORING TO BE REMOVED THROUGHOUT N.N.OJ SE GENERAL NOTES FOR BOOR PREP REa REMENT5. IO. DASHED LINE■ INDICATE EXISTING' FURNITURE TO BE REMOVED TYPICAL (UNAJ 11. I11RNI11IRE AND OR ECIUIPMH'CT WITH SHADING INDICATE ITEMS WEIGH ARE TO BE RELOCATED. SEE PLANS. TYP. 12. EXISTING FURNITURE AND OR EOBIRENT 11415 ROOM TO REMAIN UN.O.. SE PLANS FOR ADDMONAL INFORMATION. 13. EXISTING FIRE EXT1N6UI5H13R TO REMAIN. SE SHEET AI -I FOR ADDITIONAL INFORMATION / REQUIRE/EMS. 14. EXISTING VL.T. FLOORING TO BE REMOVED THIS ROOM SEE GENERAL NOTES FOR FLOOR PRE' RE GUIREI TS- 15. EXISTING CERAMIC TILE FL OOF'•!NG THI5 AREA TO BE REMOVED. SEE GENERAL NOTES THIS SFEET FOR ADDITIONAL INFORMATION. 16. EXISTING STOREFRONT CONSTRUCTION TO BE RI3MOVE7. SEE PLANS FOR ADDITIONAL INFORMATION. 11. EXISTING LANDLORD BARRICADE CONSTRUCTION VERIFY REMOVAL REMIREMENTS WITH LANDLORD. IS. EXISTING WORK Ca/NTE R. THIS AREA TO BE REMOVED. 14. EXISTING PLUMBING FIXTURE TO EE REMOVED_ NEW PLUMBING FIXTURE TO $E INSTALLED 7I115 AREA, SEE PLANS. / 3' -5 " +/- / 4'-4° +/- 11 11 11 11 FELD VERIFY EmEmmEmmIMMEMMT■17 I6 u1 1 co cc 0 0 J 2 08u•Jcss SCALE: n -.LIE 3/8" = 1' -0" GENERAL NOTES A THE CONIRAGTOR SHALL TAKE= ALL NECESSARY PRECAUTIONS TO 13 SURE TIE SAFETY OF THE PUBLIC. AND /OR 1P3ORKME4 ON THE JOB AND TO PREVENT ACCIDENTS OR INJR( TO ANY PION ON ABOUT, OR ADJACENT TO TIE PRINSE S. T1-E CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, GOP S, RULES AND REGIAATIONS RELATIVE TO SAFETY AND THE PREY TION OF ACCIDENTS. B. THIS DEMOI_R10N PLAN 15 TO EE USED IN COKJJNGT1ON WITH TIE ENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHotrf VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS 1wY RELATE TO TI-E OVERALL PROJECT. G. ALL CONTRACTORS 544ALL BE RESPONSIBLE FOR REMOVING OR DEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITH THEIR tat WORK AND ANY TEMPORARY BRACING OR FERMANEV SUPPORT STRUCTURES. D. 141-34 EXISTING ELECTRICAL SHRVIGE, FOYER, AND UGHTING 15 REMOVED, 511.5 BACK AND GAP AS RE MIRE D IN AREAS BEREEN EXISTING CONDITIONS AND NEW WORK. E. REMOVE F. XISTING CARPET $ FLOORING MATE JAL NILO), PATCH FLOOR AS REO'D TO PROVIDE= SMOOTH FLOOR FINISH, GAP EXISTING MECHANICAL, PLUMBING AND ELECTRICAL SERVICES FLUSH WITH EXISTING SLAB AS FWD, TYPICAL THROUGHOUT. U.N.O. F. ABANDONE=D FUMING FIXTURES, FLOOR DRAINS AND FLOOR SINKS ARE TO BE REMOVED AS NOTEA ON PLANS. ABANDONED WATER AND 6A5 PIPING 15 TO BE REMOVED BACK TO POINT INDICATED ON 11-E DRAWINGS. ABANDONED WASTE AND VENT LINES SLOW FLOOR SHALL BE GAPPED BROW FLOOR LEVEL AND ABANDONED. ABANDONED VENT PIPING ABOVE FLOOR LEVR SHALL ESE REMOVED, PLUS ANY ADDITIONAL DEMOLITION AND REMOVAL AS 15 NECESSARY FOR INSTALLATION OF THE NEW WORK. AT THE CONTRACTOR'S OPTION, DEMOLISH OR REMOVE MORE OR LESS EXISTING WORK, PROVIDED THAT SUCH VARIATION WILL F.XPEEDITP THE PROJECT AND NOT INGREA. THE EXEC TO THE OWN&Z TENSE OPTIONS SHALL BE SUBJECT TO LEN5GRAFTER5 APPROVAL 6. COORDINATE ANY SYS1BN1∎ SE#ITDOWN5 WITH LANDLORD 8 INGI_UDE COSTS OF SHUTDOWN IN 11-E BID. H. EXCEPT AS NOTED, GL. SHALL INCLUDE COSTS TO GUT, PATCH AND/OR RB'AIR EXISTING WORK AND EXISTING FACILITIES WHICH MAY BE DISTURBED DURING INSTALLATION OF 1& WORK IN BID PAGKAG)= J. IN AGGORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH ARE REMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSED OF BY THE GL. K ANY EXISTING DOORS AND FRAMES, OF APPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTI-ERWISE ON PbaitS, REFER TO DOOR SGHWLL.E L ANY EXISTING LIGHTING, CEILING, SOFFITS AND CEILING TILE, OF APPLICABLE FI3R PROJECT STORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICAL DRAWING. M. ANY EXISTING RECEPTACLES, OF APPLICABLE PER PRO,FGT STORE SITE) TO REMAIN UNLESS NOTE) 011 -1a W15E ON FLAN, REFER TO ELECTRICAL DRAWINGS. N. ANY EXISTING DIFFUSERS AND CRlLLE5, (IF APPLICABLE FER PROJECT STORE SITE) TO REMAIN UNLESS NOTE? OTHERWISE ON PLANS, RIFER TO VEGNiANIGAL DRAWING CODES NOTE 0 E)kISTING DEVICES THIS AREA TO BE REMOVED. - - -SE PLANS FOR ADDITIONAL INFORMATION / REQUIREMENTS. - - 0- E41STING DEVICE TO BE RE -USED. SEE PLANS F R ADDITIONAL IN ORMATION / R QUIREMENTS. - - - HI 1 1 INDICATES EXISTING ,L 4 ` 1 COED AIR 141 L - -1_ - OUTLET ei limit i 0 0 u /\ - sR, ��► IAN II ;1� nn vat WO cove PR � � lUN - 2 40 % 01 iN ItD BELOW r A I I FicTi /2 � -e I ra o l BELOW I Lp I I �1 L_ / 6 u t r - ---- Lt/ 1 _ I J w s purr • c = LENS PROCESS ROOM DEVICE DEMOLITION PLAN 1 - PLAN REMODEL PHASING GENERAL NOTES 1 17 07 REMODEL - PHASING 6BERAL NOTES 1. WORK 5.11 41 THE 6G SHALL M:;OUJZE UPON NOTIFICATION Cr FRD.ECT APLARD AND =V ENCE WORK AFTER A PREGONSTROGTION MEI71NF, DATE I5 ESTABLISHED AND HELD BY TIE FIRIA6TEELISA FM, SITE SUPBRIN TENDANVT AND STORE ANT W M SUFFICIENT AND WALII`IED HORK 5 TO MAINTAIN 5G1-®UL!S AND MET TIE Tula) COMPLETION DATE b) THE 6G 51-11 WORK WHATEVER SHIFTS ARE NEGESSARr TO COMPLETE THE WORK BY TIE SGTEDILED COMPLETION DATE THESE SHIFTS CAN 13E I) DURING NORMAL STORE BI15IFE was PRO' YID® THE NECESSARY BAR IZIGAD% AMOR DUST PARTITIONS ARE 152EGTBD, AND THE STORE OP RATION OF SEWN& 6L# sE5 IS NOT DRSRIPTEO BY NIOIE OR DUET. IQ URNS STORE NON E31U51NLf HOURri TO FINISH JOBS THAT ARE CONSIDERED BY 1}E STORE 614 OR LANDLORD AS TOO TA/51Y/NOISY OR TOO DISRUPITVE TO STORE OR MAIL OPERATION, OR, 111) ENTIRELY DURING NON- SSINE55 HOURS TO MINIMIZE DISRUPTTOF#5 OR TO THEE STORE OR MULL OPERATIONS. c) HiffORE CONSTRUCTION STARTS, THE 6C. SHALL 5113MIT A CONSTRUCTION 5GFE ULE FOR APPROVAL. AFTER CONSTRUCTION STARTS, THE 6C. SHALL REVIEW AND UPDATE 11-E SCHEDULE ON A NEEKLY BASE WITH THE CONSTRICTION MAN LENT TEAM MP DISTRIBUTE TIE SCHEDULE TO 11 STORE 6M, THE MILLAORKIER, AND OTHER KEY S A PL®25, SL CONTRACTORS AND CONTRACTORS. 2. SECURITY: WHQEVER TFE 6C WORY5 DURING STORE MOH- EU51PJE55 HOURS, A GUARD IP'OH TIE LUXOTt'1GA REWIRED QTY CONTRACTOR MST EE AT THE STORE TIE 6C. SHALL CONTACT THE SECURITY' CONTRACTOR AT LEAST ONE (I) WEB IN ADYANGE of THE HRST NON -BI INE % HOURS WORK SHIFT TO REST A SECURITY GUARD. LUXOTTICA HILL PAY FOR TFE SECURITY GUARD UNTIL 11-E DATE OF FRO.EGT TURNOVER. TIE 6G SHALL CONTACT TIE SECURITY CONTRACTOR UPON EEIN6 AWARD® THE REMODEL CONTRACT TO ALERT THEM THAT A GUARD MAY EE FEEDED A5 EARLY AS THE FIRST DAY/ 14614T OF CONSTRUCTION WORK. AFTER THE DATE OF MOWER, ANY } 7 FOR A SEMT( GUARD P411 BE AT 6C EWE. a MATERIAL STORAGE: THERE P111 BE VERr LITTLE, IF ANY, STORAGE SPACE IN TFE STORE, TI ONE, THE 6C SELL, IF NECEGARY, MAKE ARRANEEMENT5 FOR MATH21AJ, E UIPMENT, ETC. TO BE STORED OFF SITE PERMA5TEELISA WILL PROVIDE STORAGE SPACE FOR ANY TENANT SUPPLIED MATERIALS, 11-1101 THE 6C. 9HfrLL BE RF LE TO RETREVE ON AS NEEDED BASIS. 4. STORE ASSOCIATE RE5PON5IBILITIE52 OF REQUIRED) THE STORE AND OD ASSOCIATES WILL BE RPONSTELE TO • MOVE AHD PLUG IN THE LAB E2JlP ENT TIE GC NULL MOVE AND NOOK UP T}E LARNE Ea/WENT (CCMPRJ5SCR, 613-E2ATOR, CYLINDER MACHIN LAP GUTTER, EC.), b) REMOVE THE FILES PROM THE -ETER FILE SYSTEM, MO, AFTER THE 6C RIB.OGATEi 11E ..EIER FILE SYSTEM, RROAD TfE FILES, AND, c) HOVE AND FOLLOPI UP TO HAVE ALL OD EC IPf IT R6CALIBRATED. SEE PLATE+ FOR AFFECTED AREAS. 5. CONSTRICTION PHASING: - COORDINATE PY F13Mft5T1$15A CONSTRUCITON MANAGER IF THE REHODELINS RE 4ARE5 TIE WORK TO BE PERFORMED IN PHASES, THE 6C. SHAW cU IN5TAI1 A BARRICADE FOR EACH PHASE, A5 SHOWN ON THE DRM N65 OR AS DIRECTED BY PEZMASTEELEA PM, SEPARATING THE CONSTRICTION AREA FROM THE ACTIVE AREA OF THE STORE. THE BARRICADE SHALL BE CONSTRUCTED 50 A5 TO BE A DUST BARRIER AS P E LL AS A P9F(5ICAL SEPARATION EETYEB{ TEE CONSTRUCTION AND ACTIVE AREAS. b) A E TIE CEILING ON THE SIDE OF THIS ACM AREA OF THE STORE 15 CONTMUOI/5 TO THE BARRICADE TO FORM A T16KT SEAL TO 1HE TCP of 11-E BARRICADE c) TAPE THE JOINTS IN 11-E BARRICADE AND THE JOINTS EElYEEN 1}E BARRICADE AND THE EXISTING WALLS, FLOOR AND CEBLII4 TO MAKE AN EFFECTIVE DUST BARRIER FINISH THE BARRICADE JOINTS AND SCREW FIOLLS AND PAINT THE ENTIRE BARRICADE TO MATCH THE COLOR OF 11-E ECISTIH5 MI5 IN 11E STORE 4) TAPE ALL EX1= CARPET EDSES TO PREVENT TRIPPRE, HAZARDS. e) COWLETE THE WORK OF ONE PHASE BEFORE STARTING KIRK N ANOTHER PHASE f) ANY WORK PERFORMED OUT5DE TIE DESIGNATED CONSTRUCTION AREA teLET 1. HAVE LISA CM FRJOR APPROVAL, II. HAVE A DUST BAR ER FRUV1 W, M. III. BE DONE DUPING NEON- 13)51/1E56 MOORS_ 9) TAKE ANY' MD ALL SAFETY MEA5lpE5 NEB TO PROTECT THE PUBLIC AND STORE ASSOCIAT%. b. EE1STINI6 MILLWORK/STORE FIXTURES, THE 6C. SHALL REARRANGE THE EQS11N6 MILL WORK STORE FIXTURES AS DIRECTS? BY THE STORE 6M TO KEEP 11-E STORE OPERATIONAL UMW THE REMODELING. 1. MARRAHlla: oil 1}E 6C. SHALL L FURNISH A MITTEN WARF.ANIY GOVERIN6 WORK FOR A MINIM PERIOD OF ONE 0) YEAR (OR LOWER AS PRRCMDE) IN THE TRADE SPECIFICATIONS) PROM 11E DATE OF 5UB5TANTIAL COMPLETION AN D1OR AC.C.EFTAICE OF THE WORK BY PEStMASTEEL.15A. b) THE WORK 15 TO BE FREE FROM ANY AND ALL DEFECTS IN MATERIAJS Add WORKMA/EHIP. IT 15 FURTFHR UNDERSTOOD AND A THAT THE 6C WILL REPLACE AND /OR RE5 ANY AND ALL DEFEGTNE MATERIALS AID PeRaiANSHIP IN TIE WARRANTY PERIOD AT NO ADDITIONAL COST TO FERMASTER.15A. 0) 11-E NIAERRANIY SHALL BE IN A FORM ACCEPTABLE TO FealASTEELBA. THE 6G SHALL ALSO FURNISH ANY 011-FER WA,ERRA TtEa OR GUARANTEES REO UIRED BY THE TRADE SPECIF1C 11QNS. FINAL PAYMI3'IT PULL I% KURD ant 1HE 6G5 WITTE N WARRANTY 15 RECEIVED BY FFRfA5115115A. LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: Mark Date 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS / ° \ 2 -6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 -21 -08 BUILDING DEPARTMENT COMMENTS *A 3 -25-08 OWNER STOREFRONT CHANGES / 2 \ 4 -14-08 STOREFRONT UPDATES * ASTERISK Kowa NO REVISION 1118 SHEET Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 8525c1 PHONE: (480) 614 -3385 FAX: (480) 614-0201 EMAIL: DAVIDAUDKOW @GOX.NET Construction Manager. Engineer DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436 -0I00 FAX: (6I4) 436 -6023 Seal Prohibition On Re -use anc Copyright Notice: the i format anc speci conta led within these drawl --gs wns prapc for use w'th r.a scopo of work at the specific acction indicated Use of tiis infor -cline for n lhsr projs : :1s n1 n1h•:±r nc :a. ions r, d "ffe'ing sccaes of work unless expressly autho -ized it writing by the s'•3ni g 7rc.hilcc. c:nd engi•rnrr a' rr. :-era auth.-ina these documents is strictly prohibitec by the Thos: drawirgs and specifications, and tic information poet 'ned w•thir, are aid shat remo'n tie property o the .rthar(s. I)is: ay, re:rnd.ic -ion or .rse for ary b..t the soecifica ly agreed upci purposes w the written auth;- izctior from the signing architect one ergineer of reculc uulhc•inu ll ese du urnenl_ is slr'clly pruhibileL by the Icw These drawirgs and specification=_ are subject without iruil r -iun la e;upyrithl urolecliun us un arc• ileutural wnrk .1nrr +9e Arc ^iteetu•nl ;:rnrlrs C-py iqF: F ^nter.tir.n Acl 1990 LQRFL L: ❑ NEW ❑ RELOCATION REMODEL ❑ OTHER 10E. VOLUME: ❑ HIGH ❑ SMALL MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYRE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION DECADE -3 ® OTHER MLLWORK TYPE: ❑ BRUEWER ❑ D2 -OX ® PISA LI OTHER LensCrafters' Standard Version Number: Lero'afters Protect Number Architect's Project No, Title EXISTING CONDITIONS / DEMOLITION PLAN Date 4 -14 -08 Drawn By STAFF C>ec0 wa By: STAFF Store Number REV. 2 By Description PERMASTEEUSA CLADDING TECHNOLOGIES Li$iGI, 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: 1NFOQPERMASTEELISAU SACOM 0505 D3 Sheet 0505 077 A -02 ...adaretiag . LIGHTING FIXTURE LEGEND EXISTING — EXISTING EXISTING FIXTURE TO REMAIN IN EXISTING LOCATION SYMBOL RELOCATED EXISTING FIXTURE REMOVED AND RELOCATED TO POSITION 940114 014 I<-I.1 DESCRIPTION DESCRIPTION / WORK REWIRED GENERAL NOTES F EXISTING 2 X 4 FLUORESCENT LIGHT FIXTURE, PLASTIC LENS WITH (2) F32T8 LAMPS El SIMILAR TO El, WITH EMERGENCY LIGHT, NIGHT LIGHT CAPABILITIES j If S EXISTING 2 X 2 FLUORESCENT LIGHT FIXTURE, (9) CELL WITH (2) 31W T8- U -SPX30 LAMPS 4 F- E 4 SIMILAR TO El, WITH EMERGENCY LIGHT/ NIGHT LIGHT CAPABILITIES ro 1 E5 0 EXISTING RECESSED CAN LIGHT FIXTURE WITH (1) 75WPAR FL LAMP E6 FIXTURE TO BE REMOVED. RE -USE NOT REQUIRED El FIXTURE TO BE REMOVED. RE -USE NOT REQUIRED. 1 7 EXISTING LIGHT TRACK AND TRACK LIGHTING TO BE REMOVED. REUSE NOT REQUIRED. E-G \ / EXISTING LIGHT TRACK AND TRACK LIGHTING TO BE REMOVED. RE -USE NOT REQUIRED. Exl Z - E 1 R EXISTING EXIT SIGN EX , EXISTING EXIT SIGN I7 7 r 0 0 I MCI III . 11111110114111101 1 1 1 1 1 I I — ' — — — 1 _Li_ i ! -II- — i 0 : vim - -v - v_v_._._v........ ,_ • _ _ \) J 1\ i ice ; - r" L_ . T 1 1 E4 p p i L 11 1111W il d DICE ,,,, E3 1 d 1 a ; ; E4 < - '.! low \ . ' ii Ix i %, . 0, 17:::\741 \ , \__. ©. 0 ''' n, / / ...v-,, . .. _ 1 111 : :_._ :_ :_: �:_�__:_:_:_o = :r — — : =:=:_: T —r T — �r — I I I I 7 it 1Ik -r v ■rm ■m ■7� ■111m�mi� :1� rr r I 1 � � ¢ T - o o o L_ 1 1 I —� I f tow DEMOLITION / EXISTING REFLECTED CEILING PLAN SCALE 1/4" = 1' -0" (-ADJACENT TENANT SERVICE CORRIDOR PLAN NORTH 1 1 1 1 1 1 1 1- co O J a 2 u \ 5 11 N D 05 .405 DIFFUSER NOTE: SEE MECHANICAL DRAWINGS FOR INFORMATION DESCRIBING REMOVAL, RELOCATION, REUSE ETC. OF SUPPLY AND RETURN AIR DIFFUSERS. DEMOLITION PLAN NOTES A. ALL ITEMS SHOWN DASHED AND /OR SHADED, INCLUDING CEILING TILES AND FIXTURES, ARE TO BE CAREFULLY REMOVED AND STORED FOR POSSIBLE RELOCATION. SEE PLANS FOR ADDMONAL INFORMATION. KEY NOTES O I. EXISTING ILLUMINATED SIGNA6E TO BE REMOVED. 2. INDICATES EXISTING LIGHT FIXTURE TO BE REMOVED. SEE 'E' SERIES DRAWINGS FOR POSSIBLE RELOCATION. 3. SHADING INDICATES EXISTING CEILING TILE AND 6RID (AND OR 6.^I -13. CONST,) TO BE REMOVED 1 REWIRED FOR INSTALL OF NE^I WORK 513= RH�EGTE CEILING FLAN FOR ADDITIONAL INFORMATION. NOTE: USE EXTREME CARE WHEN REMOVING CEILING TILES. CEILING 11LE5 TO BE RE -USED AS / IF SC/HEALED ON ROOM FINISH SCHEDULE. 4. EXISTING CEILING GRID AND TILE, THIS ROOM/AREA TO RETIAIN MESS NOTED O11-I IISE) - SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. NOTE: REMOVE ANY DAMAGED OR SOILED T1LE5. EXISTTNG G.W.B. CEILING / SOFFIT CONSTRUCTION TO REMAIN (UNLESS NOTED O11- WISE) - SEE ROOM FINISH 5U4E01.1LE PLAN FOR ADDITIONAL INFORMATION. 6. EXISTING LIGHT FIXTURE TO BE RELOCATED, SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 7. EXISTING SECURITY DONE AND MOTION DETECTORS. COORDINATE RELOCATION / R13./SE WITH TENANT CONSTRICTION MANAGER 8. EXISTING CEILING GRID ONLY TO REMAIN II-115 AREA NEW TIE TO BE INSTALLED THROUGHGJr. SET= ROOM FINISH SGHEDULE FOR ADDITIONAL INFORMATION. 4. SHADING THIS AREA INDICATES 6.G. TO FIELD VERIFY POSSIBLE RE-USE EXISTING GAB. CEILING. SEE STOREFRONT DETAILS FOR ADDITIONAL INFORMATION. LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number REV. 2 Revisions: Mark Date ark A 2 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS By \ 2-6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 1 \ 3 -21 -08 BUILDING DEPARTMENT COMMENTS * A 3-25 -08 OWNER STOREFRONT CHANGES / \ 4 -14-08 STOREFRONT UPDATES ASTERISK INOIOATES NO REVISION DRS SIMT Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 55259 PHONE: (480) 614 -3385 FAX: (480) 614 -0209 EMAIL: DAVIDAUDKOW @GOX.NET Construction Manager. Engineer PERNIAMELISA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -0I00 FAX: (6I4) 436 -6023 Description Seal P- nhiaition On Re—use and Capyr'ght Notice the i -forma :ion and speci`ica:'on=_ contc'nec wi:hir these driwings was prrpered for use with the scope of work at the specnc locc :ion inciccted. Use of this infnrr °alien far nlh =r ls•ojee:1r4 at alhar Incr•linrs nr differing scopes of work u-less expressly authorized in waling by the signing arch'loc.l and eng'nec:r o" rcf ord au:ho -ing these doc_iments is strictly prohibited by the. lue•. "ft- _sc drawirgs anc spccifcations, and -he 'nfo ca - nec within, are cnd sha remain t -e property of thy- cuther(s) . )isplay, reprocuc7'on or use for any but the saec'ficc ly agre-ed upon purposes w'thout the written autho- izatior from the sig -inc architect and engineer of re,or;, u.,0R:riny lhe,e ducurr•erals i :;trflly prolriL' led by the law. These drawirgs one specifcations are subject without lir"iiLc_iun Lo coJyrig•iL - ru_eu.ion ua an - rulrile:aural wnrk .inder - he Arrhiteeturnl 'Wnr<s Copyright P- ntentir.n A l o' 1390 _STORE_ TYPE &c LEVEL: ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL • MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 ® OTHER MILLWORK TYPE: ❑ BRUEWER ❑ D2 -OX ▪ PISA ❑ OTHER LensCrafters Standard Version Number. Data Drawn By Chacksd By' Lenscrafters Project Number Arcutectrs Project Nc Title D3 STAFF STAFF S tore Number 05 Sheet 0505 077 DEMOLITION / EXISTING CONDMONS REFLECTED CEILING PLAN EINIMINCEEPLE 4 -14 -08 A -0.3 3 ROOM FINISH SCHEDULE 2 /I / 06 ROOM NO. ROOM NAME FLOORS WALLS CEILING TYPE REMARKS FLOOR TYPE 0 SASE NORTH EAST SOUTH W .ST I CARPET QOOM 1)4%11A CERAMIC TILE ANON 1.)NIA QOOM ANON 1N IVd SW19 1NIVd S5V19 INI'dd 5S'd19 INIVd GLASS ACOUSTICAL TILE GYPSUM BOARD (PAINTED) I. ONLY FINISHES ON THIS SCHEDULE APPLY TO THIS JOB. FINISH MAIL ON SPECIFICATION SCHEDULE FOR REFERENCE ONLY. 2. INSTALL BASE MOLDING AROUND MILLWORK TO MATCH BASE SPECIFIED FOR ROOM THAT IT 15 LOCATED IN. 3. REFER DING. A- 1.2/A -13 FOR SPECIFICATION SCHEDULE. 4. REPLACE ANY STAINED OR DAMAGED GEILING TILES /GRID WHERE EX'S GL'G TO REMAIN 5. SEE SHEET E -I.I FOR ADDITIONAL INFO REGARDING GEILINS FINI5F S 10I RETAIL SALES AREA G- CT-11 GT -12 DRIB-1 P -32 P -32 P-32 P -32 AG -1 P -3I 102 LENS PROCESS ROOM VT -I V&8 P -33 P -33 P -33 P -33 EXIST 103 RETAIL MANAGER'S OFFICE VT -I \/13-e) P -33 P -33 P -33 P-33 FRP-2 P -33 EXIST P 31 104 RESTROOM VT -I V -& �' -2 P -33 r�2P -i P -33 FRP -2 P -33 105 RESTROOM VT -I VI3 S FRP -2 P -33 r..P -` P -33 FRP -2 P -33 FRP-.2 P -33 P -31 106 RFSTROOM VESTIBULE VT -I VB-S P -33 P -33 P -33 P -33 P -31 101 L.G. OFFICE/ FUTURE REFRACTION G-6 \S- P -35 P -34 P -34 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 108 0.D. HALLWAY C, DYNE --I P -35 P -35 P -34 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 104 REFRACTION ROOM C-' VB-S P -34 P-34 P--35 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 110 PRETEST ROOM G-6 N.1 3-E1 P -34 P -34 P -35 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 111 REFRACTION ROOM G-6 VI3-8 P -34 P -34 P -35 P -34 EXIST REFER TO PLAN FOR ACCENT WALL5 112 EMPLOYE LOUNGE VT -I N./B-6 P -33 P -33 P -33 P -33 EXIST 113 OD. RECEPTION 4 WAITING AREA C-6 DRIB -1 P N PLAN P -34 P -35 EAST REFER TO PLAN FOR ACCENT WALLS 114 ALG NE G-6 717NB -1 P -34 P -34 P-3 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 115 OD. 5 G-s V13-6 P -34 P -34 P -34 P -34 EXIST REFER TO PLAN FOR ACCENT WAL5 116 CONTACT LENS ROOM C-6 VB-8 P -34 P -34 P-35 P -34 EXIST REFER TO PLAN FOR AGENT WALLS 117 OD. STORAGE G-6 V13-8 P -34 P -34 P -34 P -34 EXIST REFER TO PLAN FOR ACCENT WALLS 2 SYMBOLS LEGEND q -14-07 E = EXISTING TO REMAIN R = EXISTING TO RELOCATE SYMBOL DESCRIPTION SYMBOL DESCRIPTION 0 KEY NOTES 0 DOOR NIJMEER 1= IN151�5 ROOM NAME ROOM TIMBER I 0 EQUIPMENT A REVISIONS r GARFf STRIE'E / FIRE EXTI14SUI514ER PATTERN DIRECTION r 0 0 18' -5 I/2" FIELD VERIFY NOTE SEE SHEET A -1.3 SCOPE OF WORK PLANS AND NOTE TO BUILDING OFFICIAL AND OR PLANS EXAMINER FOR I FORMATION REGARDING EXISTING RESTROOM PLAN " , g4 ,..0 z , ,ih; ,tarsi .. , • qu " a 44/5 ". • iirs ALTO S 01-5R 1 I . I 1 1i ( 9Th i. ........ raj ('� 1 i' : �.1 - Ci �� l 111= ! : ' �� , ..... IN ,„. ,\,./ _ ,_ .Iii oe s „ \\ /< ,::,_ /24 - U IMF �rw� I..I 1•' ICi _ ,. s....- �. e f 24'-O" FIELD VERIFY 24' -0" FIELD VERIFY 15 3' -5"+/- 4L fl +/- FIELD VERIT=Y LENS PROCESS ROOM 102 CLG. I IT.= 10' -6' RETAIL MANAGER'S OFFICE 103 CLG. HT = 8' -0 LOUNGE EMPLOYEE 112 CL(,. 111 - 8' -0" MEN RESTROOM 104 CLG- HI. = -O" WOMENS RESTROOM 105 CLG. I IT.- 8' -0" RESTROOM VESTIBULE 106 CLG. HT. = 8' -0" LC. OFFICE FUTURE REFRACTION 107 CLG. HT. =E'-Cr 0.D. HALLWAY 108 CLG. HT,= 10' -6" REFRACTION ROOM 109 CI G. HT. = B' -0' SCALE: 1 /4" = 1' -0" DIMENSIONED FLOOR PLAN 1 TILE PATTERN LEGEND 12.14.06 L 1 1 1 1 THE TILES ARE TO RUN PARALLEL TO TI$ STOREFRONT. PRE-TEST - 110 CLG. H . = 8' - REFRACTION ROOM 111 CLG. H 1 = 8' -0" 14' -1 1/2" FIELD VERIFY 0.D. RECEPTION & WAILING AREA 113 CLG. 11T.- 10' -6" FLAN NORTH WALL LEGEND 2/1/06 CENTER LINE LEASE LINE CONSTRUCTION TO BE DIEMOLI51iED NEW WALLS NEVI KIND WALLS EXISTING WALLS BULKHEAD R11 FIGHT GLASS 1& WALL W/ SOUND BATTS Nal I HR RATED WALL NB^I 2 HR RATED NALL Ik51 INFILL WALL E>XISIING WALL W/ GLA 5 t& WALL WITH GLASS 42-4 1/2` HOLD ALCOVE 114 O.D. STORAGE 115 C_G. I T.- 8' -0" CLG. 1 1T. 8' -0" Kt 1 Al L JAI-CJ AKCA 101 CI C. 1-1 CONTACT LENS ROOM 116 CLG. 1 IT 8' -0" 0.D. STORAGE 117 CLG. I T.- 10' -6" SPRINKLER SYSTEM NOTES A. A SPRINKLER MAIN AND SYSTEM 15 EXISTING WITHIN SPACE CONTRACTOR SHALL SUPPLY 4 INSTALL SPRINKLER SYSTEM AS REWIRE? FOR THE t& SPACE CONFIGURATION AND CEIUNG FIGHTS. D) =SIGN INTENT 15 TO HAVE SPRINKLER HEADS BE LOCATE] IN CENTER OF CEILING TILES * OR IN LINE INN/ LIGHT FIXTURE IN GYP. BD. CEILINGS, WHICHEVER APPLES. INSTALLATION SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR, WHO SHALL PREPARE Dr ileWSHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN AGCORDANGE WITH LANDLORD'S FIRE UNDERWRITERS, LOCAL JURISDICTION, NFPA, ETC.. 5EE TITLE 51-E ET FOR LIST OF LANDLORD PREFERRED SPRINKLER CONTRACTORS. B. SPRINKLER SYSTEM SUPPLIER / INSTALLER TO VERIFY SPRINKLER HEAD TYPES TO BE USED W/ LBJSGRAFTERS CONSTRUCTION MANAGER LANDLORD PRIOR TO INSTALLATION. SEE NOTE) ON TITLE SHEET FOR ADDITIONAL INFORMATION. G. THIS SET OF C.ON5TRl1GTION DOCUMENTS DESCRIBE 1111E PLANNED REMODB TO TINE EXISTING LENSCRAFIERS TENANT SPADE. T13NANT ARCHITECT ASSIRIES LESS THAMN 50 FADS WILL BE AFFECTED BY THE SCOPE OF WORK AS DEFINED IN THIS SET OF GONSTRIJGTION DOCUMETS. TENANT 6L. TO FIELD VERIFY. D. TUKWILA MUNICIPAL CODE INDIGATES MODIFICATIONS INVOLVING MORE THAN 50 HEADS SHALL HAVE THE WRITTEN APPROVAL OF TI-E WASHINGTON SURVEY AND RATING BUREAU, FACTORY MUTUAL., INDUSTRIAL RISK INSURI325, KENR, OR ANY FIRE PROTECTION ENGINEER LICENSED BY THE STATE OF WASHINGTON_ TENANT G_G_ TO COORDINATE SCOPE OF WORK WITH LANDLORD APPROVED SPRINKLER GONTRAGTOR. FIRE ALARM NOTES 2/1/o6 A. THE EXISTING FIRE ALARM SYSTEM M15T BE MODIFIED TO MEET CURRENT LANDLORD AND LOGAL BUILDING AND OR FIRE DEPARTMENT REQUIREMENTS. REFERENCE ° E' SERIES SHEETS FOR ADDITIONAL INFORMATION. 5. TIE EXISTING AND OR MEN FIRE ALARM CONTROL PANEL 15 LOCATED IN ROOM *112, EMPLOYEE LOUNGE 11-E DOOR PROVIDING ACCESS TO THIS ROOM 1115T RECEIVE SI6NAGE STATING 'FIRE ALARM CONTROL; I' TALL LETTERS. (5I6NAr6E TO BE PROVIDED AND INSTALLED BY TENANT S.G. G. TENANT 6:C. TO COORDINATE FIRE ALARM UPGRADES WITH LANDLORD REQUIRED FIRE ALARM SUBCONTRACTOR REFERENCE 71TL.E SHEET FOR CONTACT INFORMATION. TENANT 6.G. TO COORDINATE ALL REQUIRED SUBMITTALS, AF'FRDYAL S, ON SITE TE ETC. GENERAL NOTES 2/1 /06 A. GC TO MAINTAIN ALL DIMENSIONS AS SPECIFIED FOR LENS PROCESS ROOM. NOTIFY PERMASTIELISA PROJECT MANAGER OF ANY DISCREPANCIES OF HOLD DIMENSIONS. 5. GC 15 ERESPONSIE3LE FOR ANY PREPARATION OF 111E FLOOR SLAB AND PROCURE M5IT OF MATERIALS REQUIRED AT THE HNTRANGE TO PRODUCE A FLASH CONDITION BETWEEN THE STORE CLOSURE LINE AND 11-E EXISTING MALL FLOORING. G. GG 15 RESPONSIBLE FOR INSTALLING ALL FINISH FLOORING (IF,: CARPET, WOOD, TIC AND ALL FINISH WALL MATERIALS BE-NND AND UNDER ALL MILLWORK. D. GG SHALL 5UPPLY AND INSTALL SHEET METAL FLOCKING IN ALL HALLS AS REQUIRED TO SUPPORT WALL SHELVING ONLY, COORDINATE WITH MILLWORK CONTRACTOR ANCHOR BLOCKING W/ SCREE S AT TOP MIDDLE AND BOTTOM (NO SILICON. REFER TO DWG. A 3D FOR MOUNTING HEIGHTS. E. GG 15 RESPONSIBLE FOR PROVIDING AND INSTALL.IN6 WHITE LEXAN CORNER GUARDS, 3/4" x 4' -0' LONG AT ALL OUTSIDE GYPSUM BOARD CORNERS. MOUNT ABOVE FINISHED BASE, TYPICAL F. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED INTO TENANT WORK FOR INSPECTION SERVICE AND REPLACEMENT OF BOTH LANDLORD AND TENANT E2JIPMBNT, COORDINATE PLACE " WITH LANDLORDS ON -51TIn RENY6ENTATIVE 6. PROVIDE 3/4' FIRE RETARDANT PLYWOOD BE-IIND ALL ELECTRICAL AND TELEPHONE PHONE PANES, PAINT 1x33' FINISH PRIOR TO HARDWARE INSTALLATION. H. REFER TO SPECIFICATIONS SCH®ULE _L ANY SAW GUTTING OR GORE DRILLING INTO THE STRUCTURAL SLAB MAST HAVE PRIOR ENGINEERING SPECS OR APPROVAL. DEPENDING ON X-RAY EQUIPMENT OR ENGINEERING AVAILABILITY IT GOULD DAY PRO.EGT. TENANT 6L. TO COORDINATE WITH LANDLORD. K. FOR INSTALL OF NEN LAY -IN CEILING TENANT GC. TO INSTALL PER MAI&F. RECOMMENDATIONS AND PER DETAIL ON 51- T 5IJ. L TENANT G.G. TO COORDINATE TRENCHING AND 0R GORE DRILLING REQUIREMENTS WITH ON SITE LANDLORD REPRESENTATIVE TENANT AR.GHITEGT OF RECORD HAS RECEIVED INFORMATION THAT A S TRUCTURAL SLAB` 15 EXISTING IN PORTIONS AND OR ALL OF TI-E EXISTING CONCRETE FLOOR SLAB FOR THIS TENANT SPADE COORDINATE REQUIREMENTS WITH CAN SITE LANDLORD REP.. KEY NOTES I. NEW STOREFRONT GLAZING AND ENTRY DOORS. SIE DETAILS. 2. LINE INDICATES LOCATION OF F.R.T. IN^IALL BLOCKING FOR CHAIR RAIL SEE ELEVATIONS AND DETAIL 23/A -4.I FOR ADDmoNAL INFO.. 3. FI FLTRIGAL PANELS, PHONE BOARD, ETC. SEE M.E.P. DRAWINGS. 4. CASHhRAP. 5. LAB 'PASS-MR GLAZING. SEE DETAIL I4 /A-4D. b. TENANT 6L. TO Y AND INSTALL FLOORING THIS AREA TO MATCH MALL FLOORING TO BE INSTALLED TO MATCH EASING PATTERN, GROUT, ETC_ COORDINATE WITH MALL MANAGER. FIEED VERIFY SCOPE OF WORK !REWIRED. 7. NITA Ni3JTRAL PIER CONSTRUCTION REQUIRED THIS AREA TENANT 6L. TO VERIFY CONSTRUCTION REWIRED TH15 AREA WITH ON 5ITE LL RE'_ INCLUDE IN BIDS ALL COSTS A5SOUATED WITH INSTALL OF NB'1 NEUTRAL PIER. 8. APPLY SILICONE CAULK AT ALL WET AREA ALONG ALL JOINTS IN AND AROUND SINKS, FRP JOINTS, AND VINYL BASE ALONG 11-E FLOOR OF 1-E LAB MOP SINK REAR TO DWG A-I2 a. EXISTING GYP. BOARD BULKLEAD AT 8'--6" +/- TO REMAIN THIS AREA PREP AS RIOUIRED TO RECEIVE NE A PAINT FINISH 931. 2 10. NBA GYP. BOARD BRAD ABOVE AT S'-6 5/8" AFF. PAINT P31. II. NEN GYP. BOARD BULKHEAD ABOVE AT 10 APP. PAINT P- I, REFER TO STOREFRONT DETAILS. 12. LOCATION OF NEW STU -1P CONDUIT, TYPICAL REFER TO SHEET MEP -I AND 9ICIRICAL DRAWINGS FOR UTIUTIE 4 FR STANDING MILLWORK 13. NEW eTP. BOARD CEILING THIS ARE AT +/- 12'-6' APP. REFER. TO STOREFRONT DETAILS FOR ADDITIONAL INFORMATION. 14. SUSPENDED CEILING PANELS, SUPPLIED BY TENANT, INSTALLS) BY 6L. SE DETAIL 5/A -42. 15. NEW DEMISING WALL CONSTRZTION THIS AREA. STUDS TO BE SUPPLIED AND INSTAI L FT) BY LANDLORD. TENANT GL. TO SUPPLY AND INSTALL ONE LAYER 5/8' TYPE 'X' G.W.B. FROM F=LOOR SLAB TIGHT TO UNDERSIDE OF DECK ABOVE INSTALL MATERIALS PER UL DESIGN 4U465 REQUIREMENTS OR APPROVED ERUAL TO ACHIEVE (I) ONE HOUR FIRE RATED CONSTRUCTION. 16. EXISTING DEMISING WALL CONSTRUCTION TO REMAIN. TENANT 6L. TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING PRE' FOR MEN FINISHE511-ERE REQUIRED. 17. Teti GYP. BOARD SOFFIT AT 7' -11' AFF. PAINT P-31. SEE DETAILS FOR ADDITIONAL. INFORMATION. 18. EXISTING RAMP CONSTRUCTION TO REMAIN THIS AREA. NOTE 5 HORIZONTAL RUN, 5' VERTICAL RISE, RAMP TO RECEIVE Rai FLOOR FINISH AS SCE, SEE DETAIL 4$5/A -42 FOR ADDITIONAL INFORMATION. la. THE LENS PROCESS ROOM FINISH FLOOR ELEVATION 15 +1- 5' ABOVE THE FINISH FLOOR OF ADJACENT ROOMS. EXISTING PLATFORM CONSTRUCTION THIS AREA 15 PLYWOOD SUB -FLOOR ON METAL FLOOR JOISTS (TO REMAIN). TENANT 6.C. TO REMOVE EXISTING FINISH FLOORING THIS AREA AV MEP AS REIIRE7 FOR INSTALL OF NEN WATERPROOF MEMBRANE AND FINISH FLOORING, TENANT 6L. TO VERIFY WATERPROOF MEMBRANE TYPE WITH LANDLORD AND TENANT G.G. PRIOR TO INSTALL NEW FINISH FLOORING. 20. SHADING 11115 AREA INDICATES APPROXIMATE LOCATION PLATFORM 515- FLOORING HAS BEEN DAMAGED DUE TO WATER. SUB- FLOOR TO EE REPLACED THIS AREA AND ALL EXISTING M UM511 5 FIXTURES AND OR DRAINS ARE TO BE REPAIRED A5 REQUIRE? OR PROVIDE A 'LIKE NEN' GONDIIION. 21. LOCATION NBA{ PL UMI3ING FIXTURE SEE PLANS FOR ADDITIONAL INFORMATION. 22. EXISTING PUME3ING FIXTURE TO REMAIN_ ENSURE PROPER WORKING ORDER SUPPLY AND INSTALL MATERIALS A5/IF REGUIRE6]. 23. EXISTING F1.11113ING STUBS ONLY TO REMAIN THIS AREA. 24. EXISTING RES - ROOM TO REMAIN THIS AREA. SEE SHEET A-I3 FOR ADDITIONAL INFORMATION. 25. WILL CONS RUGT1OH REQUIRED THIS ARE INSTALL PER DIMENSIONS SNOT AND AS REAIIRE D TO MATCH ADJACENT PARTITION CONSTRUCTION. 26. NEIN GYP. BOARD CEILING THI5 AREA AT IO 1/2" AFF. SEE STOREFRONT DETAILS FOR ADDITIONAL INFORMATION. 21. NB^t TILE FLOORING TO BE INSTALLED THIS AREA. SEE FINISH SG-EDUL.E AND TILE INSTALL DETAIL THIS SF T. 28. LANDING TO BE INSTALLED THIS AREA. SEE DETAIL 7/A -42. 2a. EXISTING CONSTRUCTION TO 13E MODIFIED THIS AREA 50 AS TO PROVIDE GYP. BOARD LEAD AT T-O' AFF. SEE DMO PLANS FOR ADDITIONAL INFORMATION. 30. PARTIAL FIGHT CONSTRICTION THIS AREA. SEE DETAILS. LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Li D:ottica Race Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number REV. 2 Revisions: Mark Date By Description /3\ 2 -1-08 LANDLORD SUBMITTAL 9096 PRINTS - IN - PROGRESS / ° \ 2 -6 -08 SUBMITTAL Construction Manager Engineer LensCrafters' Standard Version Number. Title DIMENSIONED FLOOR PLAN . 4 -14-08 STAFF Checked By • STAFF Date Drawn By St Number 0505 Sheet PERMIT, BID, AND AND LANDLORD / \ 3 -21 -08 BUILDING DEPARTMENT COMMENTS *A 3-25-08 OWNER STOREFRONT CHANGES L \ 414-08 STOREFRONT UPDATES * ASTMS( INMATES NO REVISION mils sNEEr Architect DAVID A. UDKOW, ARGHITEGT 11881 NORTH I 13 WAY SGOTTSDALE, AZ 85259 PHONE: (480) 614 -3385 FAX: (480) 614 -0209 EMAIL: DAVIDAUDKOW @GOX.NET PERMASTEEUSA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX: (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -0I00 FAX: (6. 14) 436 -6023 Seal Prohibitioii On Re -use one Cooyr ght Notice: the i format anc speci - cat - ons conta'ned within these drawi -gs was prepc -ad for usr. w'th .-to scope of work at the spec'fic ocction indicated Use of ;nis i0In r•nlirtn for nI hpr prnj rti niFer rtrq.inns d'ffering sccoes of work unless expressly autho•ized it writ ng by the s':3ni y arc:hitcr.. cod rngi trrr o' rr. :yore euthc -inp these docJrnents is str - ctly prohibitec by the Ic.w. Thwsc drawirgs and spacifrcations, and t to 'nforma: ion ccn ;c'ned w'thir, are and shat Tema - n He property o= the r.rthar(e ;. I)is;ay, re:rod.ic - ion or .:se for ary b..t the soeec'fica ly cgreed upcn purposes w - shout the written authc- izctior fra�n the signing architect anc ergineer of re ur u inu LE •ese doLurrieras i� str'::ily pruhibilec. by the Icw The.;e drawirgs and specifications are subject without linriAu_iun lu copyrial Jrolecliuri us un urc-'iLeulurul wer . .rnrer the Arr, Works C:'py F'ntectirn Act. c' 1990 STORE TYPE & LEVEL: ❑ NEW LI RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 . OTHER MILLWORK TYPE: ❑ BRUEWER ❑ D2 -OX in PISA ❑ OTHER D3 0505 Lertscrafters Project Number Architects Project No, 077 A -1.0 LensGraFters, Inc. LENS PROCESS ROOM OPERATIONS INFORMATION LENSCRAFTERS' PROCEDURES FOR REMOVING PLASTIC 1 POLYCARBONATE GRINDINGS FROM OUR WASTEWATER PRIOR TO GOING TO 11-E SANITARY S)=VEIR SYSTEM. I. ALL 5Y51 THAT USE RIOTER AND REQUIRE DISPOSAL TO Tl-E SANITARY SBAER OPERATE WITH AN INTERNAL RE- CIRCULATING SYSTEM. DURING OPERATION THERE 15 NO RELEASE TO THE SANITARY SI^ER. 2. ONCE A W : THESE SYSTEMS ARE CLEANED WITH A PORTABLE SOLID WASTE FILTRATION SYSTEM. THIS 5YsTIEM REMOVES ANY SOLIDS FROM 11-E WATER WITH AN INLINE FILTER THE REMAINING WATER 15 BUMPED FROM THE: VACUUM SYSTEM TO THE SANITARY SSA. 3. TFIE FILTER 13A6 AND ALL SOLID MATERIAL 15 DISPOSED IN 11-E GARBAGE PROCESS NAME PROCESS EXPLANATION INDUSTRIAL VENTILATION WASTE WATER DISCHARGE R MIRE ENTS GENERATOR EQUIPMENT USED TO GRIND A PLASTIC OR POLYGARBONATE LENS TO THE PROPER PRESCRIPTION NO VAPORS OR AIRBORNE PARTICULATES DISCHARGED FROM SYSTEM TOTALLY ENCWSED SYSTEM - SOLID PLASTIC GRINDINGS ARE DISPOSED IN THE MUNICIPAL WASTE FINING PROCESS LENSES ARE POLO- ED WITH A SANDPAPER' MEDIUM IN THE PRESENCE OF WATER NO VAPORS OR AIRBORNE PARTICULATES DISCHARGED FROM SYSTEM. TOTALLY ENCLOSED RE- CIRCULATING 5Y5113.1 115145 A TOTAL OF 2 6ALLO1'6 OF MATER- WATER DISPOSED TO 'POTW' WEEKLY. POLaSHING PROCESS NO VAPOR OR AIRBORNE PARTICULATES DI FROM SYSTEM. TOTALLY B4GL05151, RE -CIRCULATING SYSTHl USING A TOTAL OF 2 GALLONS OF POLISH. WATER DISPOSED TO 'POTW' WEEKLY. L EE5 ARE POLISHED WITH A SOF=T PAD IN THE PRESENCE OF WATER BASED POLISHING MATERIAL (NON HAZARDOUS) STRATUM POLYGARBONATF LE3NSI=S HAVE A COATING APPLIED TO BACK SURFACE OF LENS. SYSTEM 15 TOTALLY ENCLOSED. VAPORS ARE ABSORBED BY INTERNAL FILTRATION SYSTEM. WASTE 15 CURED INTERNALLY TOTAL ENCLOSED SYSTEM. CURD WASTE DISPOSED IN THE MUNICIPAL WASTE COLLECTION EDGING LEASES ARE GUT TO FIT TO THE EYErEAR FRAME NO SPECIAL VENTILATION 15 NEED. SYSTEM IS TOTALLY ENCLOSED. NO VAPORS OR AIRBORNE PARTICULAT DISGHARS)=D FROM SYSTEM TOTALLY ENCLOSED SYSTEM. SOLID PLASTIC GRINDINGS ARE DISPOSED IN THE MUNICIPAL WASTE SYMBOLS LEGEND 2n106 E = EXISTING TO REMAIN R = EXISTING TO RELOCATE SYMBOL DESCRIPTION SYMBOL DESCRIPTION (E) (W MILLWORK 0 KEY NOTES )( RURNITURE MILLWORK KEY NOTES (E) (R) EQUIPMENT REVISIONS ( ) CD (R) GRAPHIC ROOM NAME ROOM MJMBER O Q DOOR NCR FINI 1 R ACCESSORY ORY 9 F=IRE EXTNsUIsHER 0 0 c-4 -IT 15 TI-E OPINION OF THE ARCHITECT OF RECORD THAT DOOR # 102A 15 NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS DUE TO T1-E FOLLOWING: #1 IBC 1008.12 INDICATES DOORS SHALL TH SWING IN E DIRECTION OF EGRESS TRAVEL N OC RE SERVING AN CUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. (THE OCCUPANT LOAD THIS ROOM 15 1 PERSONS). #2 THIS ROOM HAS A SECOND DOOR WHICH SWINGS IN THE DIRECTION OF RS. MISC. INFO. BOTH DOORS THIS ROOM WILL HAVE NON - LOCKING , PUSH 1 FULL HARDWARE m TQ I LPIMG DEPA R7f"1ENT= -TIE LENS PROCESS ROOM 15 AN EMPLOYEE ONLY AREA. THE TYPICAL OCCUPANT LOAD (EMPLOYEE ONLY) THIS AREA WILL TYPICALLY BE LESS THAN 6 PERSONS. -II-1E OCCUPANT LOAD THIS ROOM USING TABLE 1004.1.1 151 PERSONS NOTE TO BUILDING DEPAR1•M 1T: A 3'3° (MINIMUM) HIDE EGRESS PATH WILL BE PROVIDED IN THIS ROOM. SEE SHADED AREAS s A A =, 7 � / eeed r�?ar --- ... .a oiior/i . BE 0 9 A - -,. ,- I 4C4 KOnfa • /�/ 1///J� /Ii1 _. ._.... .a/�ia --.... /�nii - -- n .._.._..- i ii. _.''o/ _ ..- _ _///Z /,dMM fay d"�� 7 "- r - - 1n . •rr— .qtr— A -n _ hW -3A — .n_ in_ • .n— an_ 1 . _ - r —. "n • — ' —4 • — A — - W -4 - — A DV —Y'] DV —YY DV— •] D V —YY .V— •] - —zn bv__zz oV z� o zz ov_ -zn oV —YY b —zn bV —YY .V —YI • V —YY OV —YA DV —YY DV —YA DV —YY ...... - - 0 12 � I/// aJJ7/ //JIi�//JIJTOJII // a/// O////////// 7J/// �IYI /07///O////// /a//i.' Ol0l/ //O /// ////// / / / /felf. /OI/J7Dl//// /4 %/ /////////L27i7 D/ l�//%%/////%// l// G./ l% �////%/// �JJ/ l�/ �iJll/// JJ�// �7//// O////////// ��/ l/// JJ �/' I/// y%/// / / / / /AP /1/." /y//.%O%/ /� ///�if�� / /lei FOX la r / ia�i� /iii�;V27/ 7 Z :�// /oii/.ff" �. r //////rfmarir/ :10ffr/// /n//// ///�rffr.�a /a//�a/ //aia /a9r / /R77. aa////a///� / /i/�_ %////// /jr 7 r A rr ' r r rr rr rr ; , 1,1 r r �r rr�rr rr r r it , r irr rr r� r rr rr rru, rn -36 rn -33 PK —J rA -33 — -- 1� FT T immto I � 1 Il 1NdI ,IL � - L lL -fl ;1 I 1 RETAIL MANAGER'S OFFICE CLG. HT.= 8' -0" LOUNGE EMPLOYEE CLG. HT.= 8' -O" MEN RESTROOM CLG. HT.= 8' -0" WOMENS RESTROOM CLG. HT.= 8' -O" RESTROOM VESTIBULE CLG. HT.= 8' -0' O.D. HALLWAY 108 CLG. HT.= 10' -6" REFRACTION ROOM CLG. HT.= 8' -0" STORE FIXTURE PLAN SCALE: 1/4" = 1' -O" PRO— ST 110 CLG. HT.= 8' -0" REFRACTION ROOM 111 CLG. HT.= 8' -0" •14' - 1 1/2' FIELD VERIFY O.D. RECEPTION & WAI11NG AREA 1 1 ALCOVE 113 CLG. HT.= 10' -6" 0.D. STORAGE CLG. HT.= 8' -0" CLG. HT.= 8' -0' PLAN NORTH RETAIL SALES AREA CLG. HT. =10' --6' CONTACT LENS ROOM 0.D. STORAGE CLG. HT.= 8' -0" CLG. HT.= 10' -6" A. ALL METAL BENCH COUNTERTOPS AT SINK LOCATIONS SHALL RECEIVE A MARINE EDEE. B. REFER TO SPECIFICATIONS SCHEDULE FOR ADDITIONAL DETAILS. G. PROVIDE AND INSTALL FIRE EXTINGUISI-ERS. CONFIRM NUMBER REQUIRP AND PLACEMENT II/LOCAL FIRE MARSHALL /OFFICIAL. (FLAK IIVIGA11=5 arzsr,BTED LOGA11❑N5 AND QUANTITY ONLY). D. TENANT G•G. TO ENSURE EXISTING FIRE EXTINs5U1S1-0325 ARE IN PROPER WORKING ORDER. PERFORM MAINTENANCE AND OR REPLACE AS / IF RE GUIRED. E. NOTE: 11-115 PROJECT 15 A REMODEL TO AN EXISTING / ACTIVE LENSCRAFTERS. REI9ERENCE THIS PLAN AND DEMOLITION PLAN SHEET A-02 FOR ADDITIONAL INFORMATION REGARDING NEN AND OR EXISTING FIXTURES, EQUIPMENT, FTC. KEY NOTES O 2/1/06 1. SHADING THIS AREA INDICATES 3' -8' WIDE EGRESS PATH (UAW FROM SALES AREA TO REAR DOOR. 2. SECURE TANKS FOR EQUIPMENT *4-4A. 6L_ TO PROVIDE AND INSTALL IX6 FIRE RETARDANT TREATED WOOD BLOCKING ON WALL PAINTED 1'33'. REFER TO APPLICABLE ELEVATION. 3. TENANT 6.C. TO SUPPLY AND INSTALL FLEW RESTROOM SIGNAGE SEE DOOR SGFEDULE. 4. CEILING MOUkTW DISPLAY GRID_ SEE STORB=RONT DETAILS FOR ADDITIONAL INFORMATION_ 5. EXISTING FIRE EXTINGUISHER TO REMAIN. SEE GENERAL NOTES THIS SHIM. b. EXISTING FIRE EXIINSUI5fi8R RELOGATED TO POSITION SHOWN ON THI5 PLAN. SEE GENERAL NOTES THIS SHUT. T. CHAIR RAIL SEE A-LA, ELEVATIONS, AND DETAILS FOR ADDITIONAL INFORMATION. b. APPLY SILICONE CAULK AT ALL WET AREAS ALONG ALL JOINTS IN AND AROUND SINKS, FRP JOINTS AND VINYL BASE ALONG THE FLOOR OF THE LENS PROCESS ROOM MOP SINK. SET= A-12, PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION. Q. APPROXIMATE LOCATION WOW PLEXI 'FEGL' SI6NAGE SEE STOREARONT DETAILS FOR ADDITIONAL INF=ORMATION. 10. NEW STOREFRONT 5I6NAGE. SEE STOREFRONT DETAILS. REVISION #1 NOTE - EGRESS PATH HAS BEEN INDICATED THROUGHOUT TENANT SPACE I D FOR CODE COMPLIANCE APPROVED JUN - 2 2008 O� pfTukwila; D11�XN WIN 'Dos./ O LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: REV. 2 Mark Date By Description / B \ 2 -1 -08 LANDLORD SUBMITTAL 9096 PRINTS - IN - PROGRESS A ° \ 2 -6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 -21-08 BUILDING DEPARTMENT COMMENTS *A 3-25 -08 OWNER STOREFRONT CHANGES /2\ 4"14 -08 STOREFRONT UPDATES * ASTERISK ea:1MTES PIO REVISION INS slur Architect DAVID A. UDKOW, ARCHITECT IISSI NORTH 115 WAY SCOTTSDALE, AZ 55251 PHONE: (450) 6I4 - 3355 FAX: (4S0) 614 - 020g EMAIL: DAVIDAUDKOW @GOX.NET Construction Manager. Engineer PERMASTEELISA CLADDING TECHNOLOGIES SENDIERIBITUE 123 DAY HILL ROAD- WINDSOR, CT 06095 PH: (860)602 -1010 FAX: (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 45S E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 430S5 PHONE: (614) 436 -0I00 FAX: (6I4) 436 -6023 Seal P- nhiaition G• Re —use and Copyr'ght Notice• the i ^forma :ion and speci`ica:'on=_ cnntc'nec wi:hir these drawings was prapercd for use with tha secpr of work at the speci'ic locution inciccted. Use of this iri(rr•'nlion for nlhsr ivojs:ls al tither loc:rHars or dif}eri-1g scones of work u ^less expressly autho -ized in writing by lt'e, signing arch'ler.l aid anti o record aut.ho -ing these documents is strictly prohibited by the lay.. Th isc drawirgs inc spccifcatrans, and :he 'nfe ^mctior coitc'nec within. are end sha remain t-e Property o' th■- c..uthar(s) )ispiny, reprncuc :•nn or use for any but the soecficc ly agreed Ppon pJrposes w'thout tie written outhorizatior from the sig -inc architect and engine& of recore u.,lhoriny Lhe e docurren14; is slrh.Wy prahiVled by the law. These drawirgs anc specifcations are subject without it iitc,ion Lo Cu y is it uru.ec.iun as ari :archiLeuLurul w.n'•k .inner he ArchitentivnI ''Wor <s Copyright P- ntention A•; iL a' P390 STORE TYPE & LEVEL: ❑ NEW ❑ RELOCATION E REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH II MID ❑ LOW LAB TYPE: ❑ REBUILT ❑ GERBER ® DECADE -3 MILLWORK TYPE: O BRUEWER ❑ D2 - OX . PISA ❑ OTHER LensCrafters Standard Version Number; L enscrafters Project Number Ard itect's Proiec.'t No, Title STORE FIXTURE PLAN INVERIEN Date . 4 -14 -08 Drawn By • STAFF Checked By • STAFF Stare Number 0505 ❑ SMALL ❑ SMALL TOWN ❑ OTHER ❑ MODIFIED ROSEVILLE ❑ RELOCATION A OTHER D3 Sheet 0505 077 A -1.1 ITEM MARK DESCRIPTION SUPPLIED INST BY MFG. /PHONE # MODEL # /COLOR ALTERNATE #1 REMARKS ARCHITECTURAL SPECIFICATIONS / FINISHES NOTE: ALL 5PEG5 MAY NOT BE USED IN EVERY STORE. GENERAL NOTE: FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. CARPET G-6 CARPET T 1 GG BENTLEY PRINIG)= STRUT (931) 885 -4732 PD5 # IE8946 -OIS STYLE # St'T9g06301 1247" WIDE, 5/64 GAUGE NONE USE AT RETAIL SALES AREA, OFFICES AND HALLWAYS AS INDICATED ON ARCHITECTURAL DING'S USE HEALTH/301D 3000 SEAM SEALER CARPET G-7 CARPET T 1 GG BENTLEY FRINGE STREET (931) 8S5 -4132 PDS # 4750306308; STYLE * 406332 12'-6" WIDE, 1/10 GAUGE N USE AT RETAIL SALES AREA AS INDICATED ON ARCHITECTURAL DWG'S; USE HEALTFE0NE7 3000 SEAM SEALER DUCT ADH b CARPET ADHESIVE / SC PRINCE STREET (93l) 885 -4732 HEALTFiBOND 1000 NONE AT RETAIL SALES AREA, OFFICES AND HALLWAYS AS INDICATED ON ARGHITEGTURAL DWG'S WALK -OFF MAT WM I WALK OFF MAT T / GG BA-c (800) 767 -0082 ' TRANSFORMAT #1', ALUMINUM GRID MATTING W/ A PIPE STEM FRAME BALGO 'PEDIMAT MI ALUM. GRID MATTING W/ A PIPE STEM ' APPROVAL FOR ALTERNATE REQUIRED THERMOSTAT WM 2 WALK OFF MAT T / GG CORCORAN COLI FCTiON MAT INC., COCOA MAT, ROLL GOODS/ NATURAL 1 6'-l" W AND 3/4" THICK NONE USE AT ENTRY, MFG'S MAINTENANCE PRDGEDURES OF HOT WATER EXTRACTION TO BE FOLLOWED (614) 595 -2828 CERAMIC TILE GT l CERAMIC TILE (6" X 24 ") T / 6C. LOUISVILLE TILE (513) 936 -8453 ROYAL MOSA, ROMAN TERRA COLOR 2IIV NONE USE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. TO GUT TiLE 70 SIZE WHEN ORDERED. USE TILE IN ALTERNATING STRIPE PATTERN (RUNNING BOND LAYOUT) WITH TILE GT -8. GROUT WIDTH TO BE VIb ". USE &ROUT LAGTICRETE #21 HEMP.. PROVIDE W/ ROOF GAP OR WALL GAP GT -8 CERAMIC TILE (12" X 24 ") T 1 GG LOUISVII I F TILE (513) 036 -8453 ROYAL MOSA, ROMAIN TERRA COLOR 211V NONE USE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. TO CUT TILE TO SIZE NI-EN ORDERED. USE TILE IN ALTERNATING STRIPE PATTERN (RUNNING BOND LAYOUT) WITH TILE GT -1. GROUT WIDTH TO BE I/I6`. USE GROUT LAGTIGRETE #21 HEMP.. ENTHALPY CONTROLLED ECONOMIZER, ROOF CURB, POWERED EXHAUST GT-q CERAMIC, TILE (8" X 32 °) T 1 GC. FLOORt RES (###) x COLOR OLOR:GH/1.0 STONlBEIGEJI.O MATTE FINISH NONE USE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. TO GUT• TILE 70 SIZE WHEN ORDERED. USE T1LE IN ALTERNATING STRIPE PATTERN (RUNNING BOND LAYOUT) WITH TILE CT -10. GROUT WIDTH TO BE I/16 °. USE GROUT TEL, WARM TAUPE #913. NONE GT -10 CERAMIC TILE (Ib° X 32') T / GG FL 5 ( )iii# STONJEGH/LQ COLOR STDNBEISE/L0 MATTE FINISH NONE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. TO GUT TILE TO SIZE WHEN ORDERED. USE TiLE IN ALTERNATING STRIFE PATTERN (RUNNING BOND LAYOUT) WITH TILE GT-q. GROUT WIDTH TO BE V6'. USE GROUT TEC, WARM TAUPE #913. NONE C.7 -I I CERAMIC TILE (6' X 24 ") T 1 GG IMPRONTA SERIES: PIETRE DELL'ESSERE MATERIAL: ELIODORO FINISH: MATTE NONE USE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. TO GUT TILE TO SIZE WHEN ORDERED. USE TILE IN ALTERNATING STRIPE PATTERN (RUNNING BOND LAYOUT) WITH TILE GT -12 GROUT WIDTH TO BE I/I6 ". USE GROUT LAGTIGRETE #27 I -EMP.. NONE GT 12 CERAMIC TILE (12" X 24 °) T / IMPRONTA SERIES: PIETRE DELLESSE1 E MATERIAL: E.IODORO FINISH: MATTE NONE AT SALES FLOOR OF STORES WITH OFF - STREET ENTRY. MFG. 70 GUT TiLE TO 517E WHEN ORDERED. USE TILE IN ALTERNATING STRIPE PATTERN (RUNNING BOND LAYOUT) WITH TILE CT -IL GROUT WIDTH TO BE I/16 ". USE GROUT LACTICRETE #27 HEMP.. TILE GROUT 6-2 GROUT FOR CERAMIC TILE (GT-1/8) GG / GG TOGGLE SWITGH -THREE WAY LAGTIGRETE #27 F•EMP. NONE USE WITH GT -7 AND GT -8 NONE 5-3 GROUT FOR CERAMIC TiLE (CT-1/10) GC / GG TEG (800) 323 -7401 TA -630 UNSANVED /SMOOTH GROUT COLOR WARM TAUPE #173 NONE USE WITH GT-i AND GT -10 RESILIENT FLOOR VT -I VINYL TILE (12 X 12 ° ) GG / GG ARMSTRONG FLOORING ( ) 356-9301/ (boo) 292 6308 IMPERIAL TEXTURE #51911 / CLASSIC WHITE ADHESIVE PER MANUFACTURERS USE IN LENS PROCESS RM LOUNGE- FLAME SPREAD: 75 OR LESS, RADIANCE: 0.45 WATTS PER SQ. GM., SMOKE DEVELOP: 450 OR LESS, - - CONTRIBUTED: NA FOLLOW ALL MFG'S INST. AND MAINT. INSTRUG_ SPECS. ADHESIVE BY GC. TRANSITION STRIP T5-1 TRANSITION STRIP (CARPET TO WOOP / CARPET TO TILE) GG 1 GC JOHNSONITE (800) 618 -2321) PART # CGA -XX / #80 FAWN NONE FLAME SPREAD' ASTMS -84 15 OR LiSS, GLASS 5 SMOKE DEVELOP:NA, FUE.. CONTRIBUTED: NA 15-2 TRANSITION STRIP (CARPET TO CONCRETE) 6C 1 GG JOHNSONITE (800) 618 -2321 PART # EG-XX-K / #80 FAWN NONE FLAME SPREAD : SMOKE DEVELOP :NA NA FUEL , &4 15 OR LESS, CLASS B. CONTRIBUTE): NA TS-4 TRANSITION STRIP (CARPET TO VINYL) GG 1 GG JOHNSONITE (800) b18 -2321 PART It GTA -XX -A / #80 FAWN NONE FLAME SPREAD` ASTMS -84 75 OR LESS, CLASS B. SMOKE DEVELOP:NA ME_ CONTRIBUTED: NA USE ONLY A5 DIRECTED BY LOCAL CODES OR REQUIREMENTS T5-5 TRANSITION STRIP (CARPET TO TILE) T 1 SC, PERMASTEELISA, WINDSOR, GT (860) 602 -1010 ANODIZED ALUMINUM, I I/8" wide NONE ONLY 13TWN C.7- 1/G7 -8 I C.-6; USE IN REVERSE ORIENTATION; LONG SIDE GOES OVER GARPET, SEE PROFILE DWG - BUILD -U' UNDER FLOOR TO MATCH ADJACENT FIN. FLR HEIGHTS NONE TS-1 TRANSITION STRIP (CARPET TO WOOD / CARPET TO TILE) T 1 6C 5K1�1A PERMASTE ELI5A, ENFIELD, GT (860) 253 -4485 ANODIZED ALUMINUM, 40 rnrn wide NOME BTWN ND. FLR I CARPET; BTI^N G 64GT-1/GT-8; BTWN GTd UNRAVELING GARPET AS RETROFIT; BUILD -UP UNDER FLOOR TO MATCH FIN. FLR I- EIGHTS OPTIONAL USE: AT STOREFRONT BETWEEN MALL TILE AND WD. FLR IF T5-5 WONT WORK HUBBELL OR APPROVED EQUAL I6 -5362 SERIES / ORANGE TS 8 TRANSITION STRIP (MALL 111E TO WOOD / MALL TILE TO ME) T 1 6C. SSA ANODIZED ALUMINUM, 15 mrn wide PART #80001 5-LUX 15-1 @ 57RFRNf ONLY - MINN MALL TILE I M. FLR OR 13TWN WALL TILE $ GT-7 /GT -8 Pi= RMA51 EEL ISA, WINDSOR OT (860) 602 -1010 NO SUBSTITUTES. USE ONLY WfIERE REQU. BY GORE, WHERE REQU. BY EQUIP, OR T5-1 TRANSITION STRIP (WOOD 70 VINYL / CERAMIC TO VINYL) GG / GG JOHNSONITE 0) 615-.2321 (80 PART # GTA -XX-K / 4 t80 FAWN NONE BIM ND. FLR 8 VINYL / $INN GT-1/CT-E) VINYL WOOD FLOOR 1N-6 WOOD PLANK FLOORING T 1 GC. SKEMA WWWSKEMAFLOORIT GOLDR TO MATCH HARTGO CELERY SEED #551443G HIJBEELL OR APPROVED EQUAL 8420, 51NGLE SALES FLOOR, FOLLOW ALL MFG'S INSTALLATION AND MAINTENANCE IN- STRUG_ INSTALL PLANKS IN RANDOM GRAIN AND 5TA6C�RIN6 PATTERN_ BASES DWL3 I DIMENSIONAL HALL BASE T / &C. JOHNSONITE (800) 678 2321 MANDALAY #MW -01-H / OS - IGIGLE VINYL, 4" X 318 ", BEVELED EDGE NONE RETAIL AREA WALLS AND COLUMNS, BAGK RECEPTION L OFFIGE CORRIDOR DO NOT USE ON MILLWORK. SEE FLOOR FINISH SCHEDULE. DOVER PLATE) N5-3 MOD WALL_ BASE T 1 GC ARMSTIRONG/PERMA5TE3-ISA (860) 602 -1010 PATTERN PLUS 5000 ASH PERMION (761961) GELERY SEED FINISH NIONE USED WHEN 11-6 FLOORING ABUTS AGAINST TFE 5F GLAZING CHANNEL. INSTALLED PER MANUFACTURER RECOMMENDATIONS. V3 8 VINYL WALL BASE / CDC. DISTRIBUTORS (513) T11 -3100 JOHNSONITE MILLWORK BASE/ 80 FAWIN/ 4' HIGH HIRE MOW USED THROUGHOUT EXCEeI RETAIL, OD RECEPTION AND CORRIDOR PAINT EG 1 EG FIRE RETARDENT PAINT GG / GG ICI DUWX PAINTS (502) 969 -0181 PRIME COAT: #3004A (UNIVERSAL PRIMER), FINISH GOAT: #320A (FLAT LATEX INTUMESCENT) NONE gr ON METAL IN PLENUM NBC CODE) EC 1 EG P -31 PAINT (FLAT) &G / GG SF RUIN WILLIAMS I- 800 82 -6561 INTERIOR READY -MIXED/ EXTRA WHITE/ FLAT, 517006 NONE -' AT STOREFRONT I PERIMETER SOFFIT, STOREFRONT LIGHT BOX INTERIOR AND GYP CEILINGS &ESGO (513) 326 -2100 GR260L - SERIES IN NEMA -I ENGLOSUIRE, 6 OR 8 LL=, N. , FLF <.TRIGALLY HELD IRON, CO 20A P -32 PAINT (EGGSHELL) GG / GG DFERYNIN WILLIAMS I -800- 382 -6561 INTERIOR READY -MIXED/ EXTRA WHITE/ EGGSHELL, 51M1006 NONE AT RETAIL SALES PERIMETER WALLS BELL 340-465, PRYSH BUTTON: EDWARDS OR APPROVED EQUAL 600, XFMR: 592 NONE P -33 PAINT (SEMI - &LOSS) GG 1 GG DOOR SUTLER - REAR ENTRANCE INTERIOR READY - MIXED/ EXTRA WHITE/ SEMI -&LOSS, 511006 NONE AT LENS PROCESS ROOM, RESTROOMS, BACK OF HOUSE MOAT BUZZER MOUNT PUSH BUT O A T 48' (FOR W€ATHE RP ROOF T PUSH BUTTON. 1186 -3). SHERWIN NIL LIAM5 I -SOO- 382 -6561 IS "I PANEL BOARDS P -34 PAINT (EGGSHELL) GG / GG SHERWIN NILLIAMS I -S00- 382 -65b7 NATURAL CHOICE, SW7011 NONE AT OFFICES, OFFICE CORRIDOR, BACK RECEPTION, WAITING AREA I 2' GE / &ESGO (513) 326 -2100 TYPE IN b 4A -I ENCLOSURE JL NONE P -35 PAINT (EGGSHELL) GG / GG SHERWIN 141ILLIAMS 1 -500- 382 -6561 TONY TAUPE 517038 NOME AT OD AND OD CORRIDOR ACCENT WALJS _ ® TRAFFIC SENSOR, REFLECTOR, 4 COUNTER P -36 PAINT (SEMI GL055) GG / GG S -ERWIN WILLIAMS I-800-382-6567 NATURAL CHOICE, 511011 NONE AT METAL DOORS, DOOR FRAMES UNISTRUT (800) 544 -1459 AS REQUIRED P -31 PAINT (SEMI GLOSS) Sc / GG SHERWIN WILLIAMS 1- 800 -382 -6561 TONY TAUPE 5W7038 NONE INHERE GALLED OUT FOR IN PLAN P-36 PAINT (SATIN) / MATT-151S PAINT COMPANY - GALL DONNA (931) E5=1-6235/ (500) 323 6593 ext. 302 MP 20181/ LIQUID ACRYLIC URETHANE/ DARK BRONZE METALLIG/ SATIN FINISH �� w FOR STOREFRONT AND STOREFRONT SIGN BOX SINKS P -39 SIGN PAINT (SATIN) GG / AKZO NOBEL www.akzonobel. om/coatin9s SHERWIN WILLIAMS 1- 500 -3S2 -6561 2005 SILVER 'LEN -PROTO -TYPE' GRIP GARD PLUS OTTER, 516041 NONE NONE FOR STOREFRONT SIGN BOX ON REMODEL STOR. THAT ARE TO INTAIN EXISTING ALUMINUM STOREFRONT PANEL ACCENT COLOR OD AREA FOR 020X T / PG P-40 PAINT (EGGSHELL) 6C. / GG 8^41 PAINT (EGGSHELL) GC / GC NONE RAINWLASHED, 516211 NOME AGCENT COLOR RETAIL FOR D2OX 6 WIN WLILLIAMS 1-0 0- 382 -6561 I -80 JUST SINKS (641) 678 - 5150 SINK: SLIg21 -B-6R, STRAINER: .N FAUCET: -1V1120 -A -N WLS-I 1100D STAIN Sc 16G SHERWIN WILLIAMS (513) TII -8212 WITCHCRAFT FORMULA: X LU)X�GA 7593 -FRGH NI NONE: ONLY AVAILABLE FROM ONE 5R) GENfTER 6C. TO GONTAGT 5R) DISTRIB. GNTR 70 DETERMINE LEAP THE. r FOR WD. DOORS, CHAIR RAILS AND WOOD GAPS AT KNEE WALLS. Ir • r..' • ■ NI 150 GRIT, HAND SAND W/ L20 GRIT, GLEAN SURFACE OF • NY DUST, APPLY STAIN AND LET REST FOR 10 SEGOND5, WIPE GLEAN ING MULTIPLE STROKES, ALLOW STAIN TO DRY COMPLETELY SEALER 51NK: 5X- 1 STRAINER: JUST SINKS (847) 618 -5150 J-35-T, FAUCET: NONE (PL1JG HOLE LATEX PRIMER / SEALER FOR OR'(HALL 6C. 1 GG IGI DULUX PAINTS (502) q6q -0181 # 1020- 1200PVA NONE ONE (I) GOAT REQUIRED __E22 WATER SAVER FALJGET GO. EWID22 (312) 666 -5500 NONE LATEX PRIMER / SEALER FOR METAL GG 1 GG ICI DULUX PAINTS 592) 969 -01SI DEVGUARD # 4120 NONE ONE (I) GOAT REQUIRED NONE NOT USED UNLESS FORGED BY LL/GOD7E; MAINTAIN 6" MIN. TO WALL ON FA SIDE FOR VENTILATION LATEX PRIMER / SEALER FOR WOOD SG 1 6C ICI DUJJX PAINTS (502) q6q -0181 WOOD UNDERWATER #1020 -1200 NONE ONE (I) COAT REQUIRED HALSEY TAYLOR (630) 514-5500 HAG6F513L -0 ADA PV V -I VARNISH FOR WOOD GG 1 GG ONE PIECE MOLDED STONE MOP BASIN WV 10' HIGH 510E5 FOR RECESSED INSTALLATION, 3 BASIN 55 DRAIN W/ SERVICE SINK STRAINER 151 COAT: CLEAR VARNISH SANDING SEALER, 2ND COST: CLEAR SATIN PLOY VARNISH p0 PAINTS (SOO) 416 5416 2 GOATS ON 1OOD DOORS SHERWIN WILLIAMS (513) TJI -8212 HOT WAID e FEATER INN GALLON HOT WATER HEATER, UL LISTED, 51N&LE PHASE, MAX 6000 WATTS V -2 VARNISH FOR WOOD GG / 66 �� T67 F1 VINYL SEALER , 770 F6I LOVOG 'BRIGHT LACQUER' `TONE: ONLY AVAILABLE FROM ONE 311 CENTER 6C TO CONTACT SW DISTRIB. GNTR. 70 DETERMINE _L=AD TIME • -- LY ONE COAT 761 F7 VINYL SEALER, ALLOW SEALER TO DRY •MPLETELY THAN SAND IN/ 320; GLEAN SURFACE OF DUST AND • -- LY (2) GOATS OF 1 F6I LOVOG 'BRIGHT LACQUER'. SFERLNIN WILLIAMS (513) 771 -8212 AWNING FABRIC AF -I AWNING FABRIC T / T SUNBRELLA NONE PC 1 PG #4621 L TRUEE BROWN (6021) STOREFRONT PANELS A -I ALUMINUM PANELS, REVEALS, BASE WRAPS, I BREAK METAL GG / GG AGGI.FODRM4 METAL PRODLJGT5 (616) 363 -3801 SATIN ANODIZED ALUMINUM NONE NEIN STORES: USED FOR GRILLE ENGL_OSURE5, TOP 4 BOTTOM LASS CH,ANNEL_S REMODELS: AS REQUIRED FOR BREAK METAL STOREFRONT PANELS MAP-I0 MECHANICALLY APPLIED PANEL. SYSTEM 11 GG (3 o)3 E- SURFACE SYSTEMS (330)343 -6621 TO MATCH SYSTEM, METAL VAR TO MATCH P -3S NONE AIR -2 GOMPRE55ED AIR, CUTLET FRP PANS FRP -2 WALL PANELS (4'-0' X 8' -0" X 118 ") GG / GC MARLITE (330) 343 -6621 #G -II, SWAN WHITE, HIGH GLOW NONE ACCESSORIES: INSIDE CORNER - *451, OUTSIDE CORNER. - *460, i'lVIDER5 - #465, EDGING - #470 CEILINGS AG-I 2X2' REVEAL EDGE, LAY-N (GRID BY G.G) 11 GG 1156 41 86185 °MARS GLIMA PLUS" EN EYE WASH/DRENCH HOSE UNIT, DECK MOUND CLASS 'A' GUARDIAN EC? E:MEN7 (312) 133 2626 05022 AG -2 2X4 LAY -IN GG / GG GE LATEX (813) 873 -1100 BET -197 (BAROQUE) / WHITE NONE GLASS •A' 15 /16. GFJLIN6 GRID 6G / 66 GELOTEX (813) 513 -1700 NONE CLASS `A" BET -Icf1 (BAROQUE) 1 WHITE AG -R REPDD TO MATCH EXIST. 6C. / 60 - REMODELS ONLY BLAZING (CHANNELS) TOP I B0T CHANNEL ® TRANSOM (2" X 1.15') GG 1 GG AMERICAN PRODUCTS (813) 925 -0144 PX15 / 812 DRAWINGS 'A -I' FINISH USE BLAGK GASKET V -50 TOPIBOT CHANNEL ® PASS THRU (3/4' X 3/4 ") GG 1 GG AMERICAN PRODUCTS (813) 125 -0144 PX34 / SEE DRAWINGS 'A -I' FINISH USE BLACK GASKET V -25 fi GLAZING (GLASS) PASS-THRU, DOOR VISION PANEL, GLASS POOR, TRANSOM GG , GG PPG iNDJST (412) 434 -232q SEE DRAWINGS AFC. (423) 229 -7200; GUARDIAN (313) 954 -4284 GLAZING (GLIFS) GLASS LERAGING (2' X 2 ") GG 1 GG AMERICAN PRODUCTS (813) 925-0144 GG25 / ERIJSFED ALUMINUM DOORS SOLID GORE 1002 DOORS Go / 6G WEYER/AE15ER GO (115) 384 -2141 SEE DOOR SCHEDULE ALGOMA HARDWOODS INC., (601) Ti6 -2164, (414 -481 -5221) HOLLOW METAL DOORS I FRAMES GG / 6C. CEGO CORPORATION (615) 661 -5030 STEE.GRAFT (513) 145 6100; CURRIERS (515) 423 -1334 )OOI GEE DOOR SCHEDULE GRILLE: OVEFJ FAD ROLLING DOORS 11 T ATLAS DOOR CORP (800) 454-4551 STRAIGHT PATTERN 1 ALUMINUM ALUMATEK 800 -1149 -1950 ° OG. ROD SPACING, PROVIDE ELEG. OPENER FOR WIDTHS GREATER ALUMINUM FRAMED DOOR YVl GLASS GG 1 GC KAWNE33R (110) 444-5555 190 NARROW STILE W/ 10' BOTTOM RAIL ANODIZED ALJIMINUM NONE • +•WARE: PUSH -GP, PULL -G5-9 (ARCHITECTS CLASSIC) 1qo -I0' GONTINOUS BOTTOM DOOR RAIL • FRAMELESS GLASS: AS REQIJIRE D BY L L / GG VIRGINIA GLASS PRODUCTS (540) 634-0818 _ TYPE 'B/P' / ANODIZED ALUMINUM NONE HARDWARE: 12° VERTICAL PULL, 28" HORIZ PUSH, 16" H 501 RAIL, QED DOOR CLOSER 3 DOOR HARDWARE "CLASSROOM" 'PASSAGE' GG 1 GG _ 6C. / 6C BEST LOGK GORP (317) 849 -2250 BEST LOCK GORP (311) 641 -2250 93K- 1- R- 15 -D -5TK -619 13K- 1- N- I5-D -51K -619 ri3K- 7- N- I5- D- 5TK -6I SGHLAGE (415) 467 -1100 SGHLAGE (415) 461 -1100 SGHLAGE (415) 467 -1100 KEY OPERATED ON OUTSIDE ONLY NO KEY ON EI1FER SIDE PUSH BUTTON ON INSIDE, KEY ON OUTSIDE 'PRIVACY' GG / G.C. BEST LOCK CORP ( 311) 849 -2250 "PUSH" PLATE GC / GC HALER HINGE GD (314) T12 -400 #40R 4' W X I61H / U52617 NONE "PULL° PLATE GC / GG HA61=R HINGE GO (314) T12 -4400 t WROUGHT DOOR PULL 1" PIA. X " H1U5260 DETEX -ELL #8010 NONE NONE USED AT DOORS OPENING TO INTERIOR EGRESS _ 'MG PANIC / ALARM SECURITY DEVICE 11 GG DETEX CORP 7E07 PANIC / ALARM SECURITY DEVICE 1 1 GC ARM -A -DOOR (103) 150-0794 WW1. ARM- A- DOOEZCQM AI01 -002 NONE USED AT DOORS NM-1 EGRESS TO DAYLIGHT REVIEW APPLICATION AGAINST MANUFACTURER'S DATA. EXTERIOR LOCK GORES T 1 GG INSTA-KEY NO1E NONE CONSTRUCTION GORE PROVIDED AT PUNGH INTERIOR LOCK CORES T 1 GC BEST LOCK CORP (317) 849 -220 clK SERIES DUMMY DOOR LEVER 6G / GG BEST LOOK CORP (317) 841 -2250 73K6-0- IDT- IS-D -DTK -619 (TKG SERIES) NONE SINGLE SURFACE MOUNTED LEV FOR A NON - LATCHING 000R ■ DOOR CLOSERS &G / GG YALE CORP (600) 338 -0965 400 SERIES SARGENT (203) 562 -2151 BUTT HINGES (I -1/2 PAIR PER 0008) 66 / GG STANLEY DOOR SYSTEM (248) 528-1400 FBL3-Il9, 4-1/2" X 4-1/2" / V5260 HALER HINGE CO (314) 172 1100 THR.ESHOLD5 GG / GG PEMKO MFG. C.O. (505) 642-2600 #TT5A / ALUMINUM, ALLOY 6063 - fb NATIONAL GUARD PODUGTS LNG (800) 647 -1514 FOR EXTERIOR DOOR CONDITIONS HEATHER STRIPPING GG / GC NATIONAL GUARD PODUGTS INC. (800) 641 -1874 #162 DKB AT HEAD I JAMB, #15 DKBN OR APPROVED EQUAL AT BOTTOM PEMKO MFG. GO (805) 642 -2600 FOR EXTERIOR DOOR GONIDITTONS 1 SILENCERS G / GG GC 70 5FI FGT 6G TO SELECT NONE AIL DOORS TO RECEIVE KICK PLATES GG 1 Sc STANLEY DOOR SYSTEM (248) 526 -1400 8" H, 16 GAUGE ALUMINUM / U5260 NOiE PEP HOLE &C/66 F)OOLPH -SEGO COMPANY INC.. (201) 568 -41120 4 IDS-6/LIGHT GREY NONE INSTALL AT REAR SERVICE DOOR(5) PEEP HOLE 66 /GC. DESGO (201) 5684420 NONE FOR BACK DOOR DOOR STOPS WALL BUMPERS 66 / 6G H.B. IVES (203) 2- 4837 94 #401 -1/2" CONCAVE BROOKLINE #1326 -CV CONCAVE FLOOR STOPS 56 1 GG H.B. IVES (203) 294 -4837 #436 BROOKLINE #1330A TOILET ACCESSORIES GRAB BARS 71 GG BOBRICK (815) 764 -1000 3 B-6806X42, 1 86806x18 BRADLEY (414) 251 -6000 SE RR ELEVATIONS FOR MT& HGT5 50AP DISC T 1 GG BOBRIGK 01 B-40 BRADLEY (414) 251 -6000 SEE RR ELEVATIONS FOR MT& FITS PAPER TOWEL DISPENSER T 1 GG BOBRIGK (818) 764 -1000 B-262 BRADLEY (414) 251$000 GEL RR ELEVATIONS FOR MTG HGTS MIRROR T / 6C. (818) 164 -1000 BOBRIGK (818164 -1000 KIDDE/GRAINGER PARTS OF AMERICA (500) 323-0620 5-165 2436 B -2130 PRO LINE 4 -STGM BRACKET 4T3O1 BRADLEY (414) 251 -6000 BRADLEY (414) 251 -000 LARSEN'S 800 - 633-6665: (MP S SERIES- MPS, , H/ B-2 HALL GEE RR ELEVATIONS FOR MIT& HGTS SEE RR ELEVATIONS FOR MIS H615 FOR GLASS A, B, AND C FIRES TOILET PAPER HOLDER _BOBRIGK T / GG GC / GG FIRE EXTINGUISHERS MULTI- RJRPOSE DRY GHEMIGA.L TYPE: UL RATED I -A 10 - B /G, 5 LB. iw OTHER COLUMN ENCLOSURES GG 1 GG FORMGLASS, INC. (416) 635 -8030 15" DIAL 1 SEE DRUGS FORM6LA5S INTERIORS, INC. 416 -66q -6111 FIBERGLASS REINFORCED GYPSUM CORNER GUARDS, PLASTIC GC 1 GG JOHNSONITE (800)618 -2321 VB6-05-5 'IGIGLE' 3/4" X 3/4" INSTALL PER MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS; USE MANUFACTURER'S APPROVED ADI ECSIVE CORNER GUARDS, METAL GG / GG JOHNSONITE (800)678 -2321 USED AT 1A$ MISG -3 FRAME GG / 6G ARTONOMY, (513) 651-2181 ROMA, GALILLEO, 54000, CD :41, 3 1/4° BLACK OVER BAGKWRAP. SEC ARGHREGTURAL DOCUMENTS FOR. FINAL DIMENSIONS) OF FRAME. SILICONE MILDEW RESISTANT SEALANT 6G 1 GG DOW CORNING CORPORATION, (ISq) 496 1681 WHITE DOW CORNING 166 APPLIED ALONG ALL JOINTS IN AND AROUND SINKS, FRP JOINTS, VINYL BASE ALONG THE FLOOR OF THE LAB MOP SINK. ITEM MARK DESCRIPTION SUPPLIED INSTALLED BY MFG, /PHONE # MODEL # /COLOR ALTERNATE #1 REMARKS MECHANICAL ELECTRICAL, 8c PLUMBING SPECIFICATIONS NOTE: ALL 5PEG5 MAY NOT BE USED IN EVERY STORE. GENERAL NOTE: FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. DIFFUSERS ALUMINUM CONSTRUCTION W / BAKED -ON WHITE ENAMEL FINISH OPPOSED BLADE DAMPER / METALAIRE (121) 441 -2651 METALAIRE, M O0EL#56500 24x24 PERFORATED LAY -IN NONE RETURN AIR GRILLES F5 ALUMINUM GRID TYPE W/ BAKED -ON ENAMEL FINISH; 1/2" X 1/2' X 1/2" GRID AND FRAME GG , GG KRIEGER (912) 6801136 TITUS, MODEL E&G5 24x12 EGGCRATE NONE DUCT FLEXIBLE ROUND DUCT (MAX I0 ") ACOUSTICAL AIRDUGT V- 450 -5DB GG 1 GG •ETAL_FL_EX ( ) 349 -5900) _ ACOUSTICAL AIRDUGT (V- 450 -505) OVEN'S CORNING FIBERBLA55 S00FR/SOOFRK ALL DUCTS > 10' TO BE SHEET METAL SMOKE DETECTION 5MOKE OETEGTORS GG 1 GG EDWARDS OR APPROVED EQUAL # iPOOl', 4 OR IP005' PER VERIFY WITH LANDLORD FOR SYSTEM REQUIREMENTS THERMOSTAT 7 DAY PROGRAMMABLE UNIT FOR EACH HVAG UNIT / HONEYWELL #7B8220 COMMERCIAL VISION PRO NONE MOUNTING HEIGHT - 5 FT. EXHAUST FAN EF -I CEILING MOUNTED EXHAUST FAN FOR TOILET ROOM T / GG NUTONE 1488148 NONE PROVIDE W/ ROOF GAP OR WALL GAP HVAC EQUIPMENT ELECTRIC HEATING AND COOLING ROOF TOP UNIT T / 6C. TRANE AS SPECIFIED ON MECH. DRAWINGS NONE ENTHALPY CONTROLLED ECONOMIZER, ROOF CURB, POWERED EXHAUST WIRING TELEPHONE EC. l EG EG TO SELECT 4 PAIR 22/24 AW6 (PLENUM RATED) NONE DATA (EY ENET -8081 / BJ3RK 7� PART #10032207, CATEGORY 5, 4 PAIR UTP (PLENUM RATED) NONE SEE SHEET E L2 / EG 70 PROVIDE 6' OF EXCESS GABLE AT GASHWRAP AND 3' OF GABLE AT 11-EE PHONE BOARD AND O11-ER LOCATIONS. TENANT VENDOR TO PERFORM PUNCRPOWN AND SYSTEMS VERIFICATION. ELECTRICAL EG 1 EG GRAYBAR 1(800) 525 -5511 STO- 12 -4GRAY NONE SWITCHES TOGGLE SWITGf IC - SINGLE POLE EG / EG LEVITON OR APPROVED EQUAL 1221 SERIES SILENT AGTUAT1NG 20 AMP, 120/ 211 V / WHITE NONE TOGGLE SWITGH -THREE WAY EG / EG LEVITON OR APPROVED EQUAL 2 SILENT A N6 20 AMP, 12 00 /277 20 7 V V /WHHITE ITS NONE TOGGLE SWITCH - ILLUMINATED FRAME EG 1 EG LEVITON OR APPROVED EGit)AL 57501, SILENT ACTUATING, 5 AMP, 120V / IVORY NONE DIMME R SWITCH - SINGLE POLE EG 1 EG W RON OR APPROVED EQUAL WATTS, INCANDESCENT NT TY WHITE SLIDING NONE DIMMER SWITCH- TWO LOCATION DIMMING EG 1 EC LTfRON OR. APPROVED EQUAL NOVA T SERIES, NTB-600 BASE UNIT WITH NTA-2 AUXILIARY UNIT, 600 WATTS, INCANDESCENT TYPE / WHITE SLIDING NONE REGEPTAGL..ES DUPLEX RECEPTACLE- 20A, 12V, NEMA 5-208 EG 1 EG HUBBELL OR APPROVED EQUAL 5362 GRADE, HEA, HEA , VY DDUTY / TCGIFI / WHITE HITE NONE DUPLEX REGEPIAGLE- 20A, 125V, NEMA 5-20R EG 1 EG FHJB13ELJ. OR APPROVED EQUAL 8300 SERIES, HOSPITAL GRADE, FEAR) DUTY / N-IITE NONE USE ONLY A5 DIRECTED BY LOCAL CODES OR REQUIREMENTS DUPLEX RECEPTACLE- - -A, IIOV, NEMA - -- EG 1 EG REBELL OR APPROVED EQUAL NONE USE FOR ELEG. CONDENSATE DRAIN VALVE ADJACENT 70 #266 ISOLATED GROUNDED DUPLEX REGb -' 1 AGLE 20A, I25V, NEHA 5-20R EG 1 EG HUBBELL OR APPROVED EQUAL I6 -5362 SERIES / ORANGE NONE GFI DUPLEX RECEPTACLE 20A, - HOSPITAL GRADE EG / EG LEVITON I- 800323 -8920 LEVITON '#HG- •8898' NONE NO SUBSTITUTES. USE ONLY WfIERE REQU. BY GORE, WHERE REQU. BY EQUIP, OR WITHIN SIX (6) 11±1 OF A NA ILK SOURCE / WET AREA. 1 SINGLE REGEPTAGLE -20A, 2P, 3D^I, 250V, LOCKING DEVICE, NEMA L6-20R EC 1 EC. HUBBELL OR APPROVED EQUAL 2320 -A, SINGLE LOCKING / BLACK NONE MATES WITH HART #6212 PLUG (@ LAB EQPT #'S: I, 2, a 4)i MATES WITH HART #6212 PLUG SINGLE REC -20A, 3P, 4N, 250V, EG / EC HIJBEELL OR APPROVED EQUAL 8420, 51NGLE NONE 6 PROVID�) CORD AND D A N G PLUG ( L EQUIRED. #Z TYPE STD SINGLE RECEPTACLE -20A, 3P, 4N, 250V, NEMA L15 -20R EG / EG HUBBELL OR APPROVED EQUAL MODEL V COLOR NONE PROVIDE 6' CORD AND PLUG AS REQUIRED. TYPE 570 60 (12 -AWL) AND 5421G PLJ& (CO LAB EQPT 11 26B) DOVER PLATE) Fl FGTRICAL 1 DATA / TELEPHONE COVER PLATES EG / EG LEVITON OR APPROVED EQUAL WHiTE / PLASTIC NONE FLOOR J BOX FLOOR BOX WITH COVER EG 1 EG 52521 BRASS STEEL DEEP BOX HUBBELL OR APPROVED EQUAL WITH 52525 BRASS STEEL GCNER / BRASS NONE USED AT D3 LF -I CASEWORK AND FUTURE MILLWORK/GASEWORK HIRE MOW SURFACE METAL RAGEYIAY EG 1 EG WiREIVL.D OR APPROVED EQUAL 6-3000 SiB21E S / GREY NONE USED 0 PASS THRU. LENGTH AS GALLED OUT ON PLAN. LNCLUDES ALL ACGE ,SORIF5. CONTROLS TIME SWITCH EC 1 EG DG -100, - 1 DAY SGHEDULING, TORK OR APPROVED EQUAL SPOT MAINTAINED GONTAGT, 120V COIL WITH CABINET NONE LIGHTING CONTACTOR EG / EG &ESGO (513) 326 -2100 GR260L - SERIES IN NEMA -I ENGLOSUIRE, 6 OR 8 LL=, N. , FLF <.TRIGALLY HELD IRON, CO 20A NONE REFER TO ONE LINE DIAGRAM FOR # OF POLES SIGNALING DEVICES POOR BELL EG 1 EG BELL 340-465, PRYSH BUTTON: EDWARDS OR APPROVED EQUAL 600, XFMR: 592 NONE MOUNT SELL AT 60'. MOUNT XFMR ABOVE CEILING. MOUNT PUSH BUTTON AT 48'. DOOR SUTLER - REAR ENTRANCE EG / EG EDWARDS OR APPROVED EQUAL BUZZER: 340A -65, PUSH BUTTON: 600, XFMR: 592 NONE MOAT BUZZER MOUNT PUSH BUT O A T 48' (FOR W€ATHE RP ROOF T PUSH BUTTON. 1186 -3). DISTRIBUTION PANEL BOARDS EG / EC. TYPE AO FOR. 120/208V AND GE / 6ESCO (513) 326 -2100 TTPE AE FOR 2T1/460V. BS SHALL BE BOLT -0 E. N TYP NONE GEC PLANS FOR SCHEDULE. TRANSFORMER EG / EG GE / &ESGO (513) 326 -2100 TYPE IN b 4A -I ENCLOSURE JL NONE TIRANSFORNER SHALL BE FLOOR MOUNTED ON ISOLATION PADS. LIGHTING 1 / E . SEE SHEET EI.I TRAFFIC COUNTER TRAFFIC SENSOR, REFLECTOR, 4 COUNTER T / GG RICO (513) 211 -0630 SEE REMARKS FOR ALL MODEL #'5 NOME I) FLJJ5H MOUNTED SENSOR FOR STORES W/ ONLY ONE (I) DOOR (SPED #: P5KbH0), 2) FLUSH MOUNTED SENSOR FOR STORES WV INC) (2) DOORS (SPEC. #: P5K6J0), 3) FLUSH MOUNTED SENSOR FOR STORES 1/ THREE (3) DOORS (SPEC #: PSKbKO), 4) SURFACE MOUNTED SENSOR FOR STORES W/ ONE (I) DOOR (SPEC. #: P5K6L0), 5) SURFACE MOUNTED SENSOR FOR STORES W/ TWO (2) DOORS (SPEC #: P5K620), 6) SURFACE MOUNTED SENSOR FOR STORES NI THREE (3) DOORS (SPEC. #: P5K660). CONDUIT SUPPORT SYSTEM FOR ALL EXPOSED CONDUIT SHALL BE FIRMLY SUPPORTED ON GALVANIZED UNISTRUT OR POWERSTLRUTOR HANGERS; ON BRACKETS, HANGERS OR PIPE STRAPS; OR BY BEAM CLAMPS GC / GC UNISTRUT (800) 544 -1459 AS REQUIRED PONE .STRUT, KINDORF DI WATER CLOSET TANK TYPE HANDICAP, ELONGATED, PRESSURE A55157, TANKTYPE WATER CLOSET; LOW CONSUMPTION (I.GPF); HIGH GLOSS MOLDED WG SEAT FOR ELONGATED TOILET W/ SELF ADJUSTING CHECK HINGE, 55 BOLTS, AND 3/6' ANGLE SUPPLY W/ NI-IEEL. TRIP LEVER TO BE INSTALLED ON ThE ACCESSIBLE 5117E. PG 1 PG MANSFIELD PLUMBING 'QUANTUM' MANSFIELD PL /MBING SMART HEIGHT 148 -123 WHITE VIRTUOUS CHINA LAVATORY WALL HUNG, WHITE VITREOUS CHINA LAVATORY, 4" O.G, CENTER SET FAUCET, WRIST BLADE HANDLES, LAV AMERICAN STANDARD F•ERITAGE #5401.172H FLOW RESTRIGTOR, POP LIP DRAIN, I -I/4" X I -I/2" GONNETOR PIECE, I -1/2" TAILPIECE, P -TRAP, TUBE -TO -WALL, LSGUTGH PC 1 PG AMERICAN STANDARD #0355.012 AMERICAN STANDARD (800) 211 -1929 / Y IITE VITREOUS CHINA EL ER JRSMITH 100 FIXTURE SUPPORT OR APPROVED APPROVED EQU FLR MT) TYPE FOR HIGH SACK LAVATORIES p. 0 SINKS 5K -I 55. SINK FOR LAB N MIILWYJRK/GASEWORK T 1 PG JUST SINKS (841) 678 -5150 SINK; 5LX- 1921 -AGR, STRAINER .135T, FAUCET: JTR -50 1 GG TO MAKE FINAL CONNECTIONS SK -2 5.5. SINK FOR CONTA LENS ROOM T / PG JJ5T SINKS (641) 678 -5150 FCET: T , STRAINER YIPE, " ) F Al1G JV.NII11 31DA -W, TAIL L PIPE: (1.25 NONE GG TO MAKE FINAL GONNEGTIONS SK -3 5.5. SINK FOR REFRACT ROOM T 1 PC JEST SINKS (841) 678 -5150 SINK: 5LI515 -6-6R STRAINER: JV35T, FAUCET: JVI120 -A -W NONE GG TO MAKE FINAL CONNECTIONS 5K-4 55. SINK FOR LOUNGE T /PG JUST SINKS (641) 678 - 5150 SINK: SLIg21 -B-6R, STRAINER: .N FAUCET: -1V1120 -A -N NONE 66 TO MAKE HNAL CONNECTIONS 5K -5 19 "X W 55 SINK WITH STRA11 132 PG 1 PC 51NK: 5X- 1 STRAINER: JUST SINKS (847) 618 -5150 J-35-T, FAUCET: NONE (PL1JG HOLE NONE 1 ORDER MODIFIED FORMATION LESS CHANNELS ED 1 ����pp y Q` fa p if • ► ;AAA we , SINK ■ PIN EYEWASFf T / PG __E22 WATER SAVER FALJGET GO. EWID22 (312) 666 -5500 NONE STANDARD WATER COOLER ElNG -1 WALL I R1N6, BARRIER , M FG7PJG, 120V 60Hz 11'Ff, 3 -1^URE PG / PG HALSEY TAYLOR (630) 514 -3500 HACMF5-0 ADA PV NONE NOT USED UNLESS FORGED BY LL/GOD7E; MAINTAIN 6" MIN. TO WALL ON FA SIDE FOR VENTILATION GROUND CORD PLATINUM VINYL FINISH; 6.0 GA-1 SELF- CONTAINED RE RIGERATION CONTROLS, PUSH BAR CONTROLS AT FRONT AND SIDE 3/6' SUPPLY CONNECTION I -1/4' OD WASTE CONNECTION 1 I BI -LEVEL WATER COOLER E LNG -2 W FREE, ALL FLING, BARRIER FR ELECTRIC, 120V 60Nz IPH, 3 1NIRE GROUND CORD; PLATINUM VINYL FINISH; 8D GPH SELF- CONTAINED REFRIGERATION GONTROLS, PUSH BAR GONTROLS AT FRONT AND SIDE; 3/S" SUPPLY CONNECTION; I -1/2' OD WASTE CONNECTION PG / PG HALSEY TAYLOR (630) 514-5500 HAG6F513L -0 ADA PV NONE NOT USED NESS FORGED BY LL/GODE; MAINTAIN 6 MIN. TO WALL ON EA. SIDE FOR VENTILATION MOP SINK ONE PIECE MOLDED STONE MOP BASIN WV 10' HIGH 510E5 FOR RECESSED INSTALLATION, 3 BASIN 55 DRAIN W/ SERVICE SINK STRAINER PG 1 PC SINK: Y652424, FAUCET: 4 -AA FIAT PRODUCTS (112) 432-0525 H/ WALL BRACE, 30' 1.-105E BRACKET: #132 -AA, MOP HANGER: #889 -66 NONE WORD LOCATION OF MOP HOLDER W/ LAB MGR HOT WAID e FEATER INN GALLON HOT WATER HEATER, UL LISTED, 51N&LE PHASE, MAX 6000 WATTS PC. 1 PC RESENT MEG. GO (334) 260 1500 # �� PLUMBING CONTRACTOR TO COORDINATE= WITH ELEGTRJGAL CONTRACTOR FOR SPECIFIC VOLTAGE OF UNIT RUJD C -G5P20 PIPING SUPPORT5 WATER HAMMER ARRESTORS PC 1 PG WATTS/GRAINGER (800) 323 -0620 #3A 51 SIOUX PLBG PRODUCTS FLOOR DRAINS GAST IRON FLOOR DRAIN W/ DOUBLE DRAINAGE FP-I FLANGE, TAP FOR TAP PRIMER, VEEP HOLES, 3" OUTLET 6" NICKEL BRONZE ADJUSTABLE STRAINER. PC 1 PG JR SMITH (334) 2T1 -8520 J.R. 5•1T1-1 # 2005 -A-Q6 WADE (903) 682 -5511 GAST IRON FLOOR DRAIN WV DOUBLE DRAINAGE FD-2 FLANGE, TAP FOR TAP PRIMER, WEEP HOLES, 3" OUTLET 14 I/2 STRAINER BUCKET. PG / PG JR SMITH (334) 211 -6520 JR SMITH # 3510-3 WADE (903) 882 -5511 QUICK DISCONNECTS NNPARKER AIR -I COMPRESSED AIR, INLET AT COMPRESSOR PG 1 PG ( 8&88) 361 -86411 GEI2 (PARTS CO OF AMEPJGA) GRAINGER #bMP90 (8) #24 USED AT COMPRESSOR LOCATION ONLY AIR -2 GOMPRE55ED AIR, CUTLET PG 1 PG GRAINGER (PARTS CO OF AMERICA) (888) 361 -8649 #4X396 PARKER #323 USED AT ALL SINGLE AIR CUTLET LOCATIONS AIR -3 1DOUBLE COMPRESSED AIR OUTLET COILED AIR 1-105E- YELLOW PC / PG PG / PC GRAINGER. (SPEEDAIRE (303) 733 -6311) GRAINGER (PARTS GO OF AMERICA) (868) 361 -6649 *4 X 712 SEARS (q- 16251) NONE USED AT ALL T LOCATIONS FOR R05EVILLE 1-A35 GOILFi) HOSE EYE NASH/DRENCH HOSE UNIT EN EYE WASH/DRENCH HOSE UNIT, DECK MOUND T /PC GUARDIAN EC? E:MEN7 (312) 133 2626 05022 NONE FOR ROSEVIIIE TABS r O 0 ) L NOTE TO BUILDING DEPARTMENT AND TENANT STOREFRONT VENDOR STOREFRONT SUPPUER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBM[TTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPUER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. TENANT STOREFRONT SUPPUER / INSTALLER TO MODIFY ENTRY DOORS SPEC. AS / iF REQUIRED. ALL SUBSTITUTIONS / CHANGES MUST BE APPROVED BY TENANT STOREFRONT VENDOR Do s. t EWED FOR � E COMPLIANCE APPROVED JUN - 2 2008 City Of Tukwila G ILDING DIVISION LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 LtACotboa Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: Mark Date 2 -1 -08 LANDLORD SUBMITTAL EV.2 9096 PRINTS - IN - PROGRESS By Description \ 2-6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL *A 3 -21 -08 BUILDING DEPARTMENT COMMENTS *n 3 -25-08 OWNER STOREFRONT CHANGES A 2 \ 4 -14-08 STOREFRONT UPDATES * ASTERISK RIDrATES CMS BIZET Architect DAVID A. UDKOW, ARGHITEGT 11581 NORTH 113 WAY SCOTTSDALE, AZ 85259 PHONE: (480) 614-33E5 FAX: (4S0) 614 -0209 EMAIL: DAVIDAUDKOW®GOX.NET Construction Manager. Engineer Title PERMASTEEUSA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFOc PERMASTEELISAUSA.COM DAVID W. MULLEN 43S E. WILSON 15RIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -0100 FAX: (6I4) 436 -6023 Seal P- nhiaition On Fe —use and Copyr aht Notice the i ^forma :Ton and speci`Eca :'ons contc - nec wi :hir these drawings was praperad for usr: with the sccpc of work of the speci - ic loccaon inciccted. Use of this inf rrr for nlh r l;•oje ::ls al nlher !or:Hinrti or differing scoces of work u ^less expressly autho -ized in wrilinc by Ire signing arch - lac.l old eny'nac:r o' rc ;r.ord autho -inq these documents is strictly prohibited by the lar.. Tl nsa drawirgs one spccif cations, and :hc •nfo co tc'nec wr.hin• are cnd sho re•nain t - aroperty o' th - cuthor(s) )isplay, reprocuc:'on or use for any but the saec ficc ly agreed upon purposes w - thout the rritten autho-izotior from the siring,. architect and engineer of e..or u lhuriny Lhe:;e docurreriLis i sLriuUy pruhib led by the law. These drawirgs anc specifcations are subject without lir,lc•ion to cu.,yrignl or •ec.Dun as un urchiLe::Lurul wor - k .Ender he Arrhiter.tu'nl clnr s Copyright P'oter.ticn A o' 1990 - ORE TYPE 8c LEVEL.; ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER _STORE VOLUME: ❑ HIGH ® MID ❑ LOW LAB TYPE: ❑ REBUILT ❑ GERBER El DECADE -3 MILLWORK TYPE: ❑ BRUEWER . PISA LensCrafters' Standard Version Number. Lanscrafters Project Number Arctitect's Project No, SPECIFICATION SCHEDULES Date 4 -14-08 Drawn By STAFF Checked By • STAFF ❑ SMALL ❑ SMALL TOWN ❑ OTHER ❑ MODIFIED ROSEVILLE ❑ RELOCATION ® OTHER ❑ D2 -0X ❑ OTHER D3 0505 077 GOWAN f-215-08 DOOR SCHEDULE MARK DOORS FRAMES HARDWARE COMMENTS DOOR SLAB DOOR SIZE DOOR DESCRIPTION EXIST] r ie J i,/ FINISH .� ° A-I LABEL NONE NONE NONE HEAD JAMB SEE A 2.0 I ® DESCRIPTION LEVER HANDLE THRESHOLD STOP KICK .. j- EXISTING z WIDTH HEIGHT THICK NZ 0 CONSTRUCT. COLOR FINISH GLAZING LABEL 101 I I PR 3 ' -D" 6' -0 STD 's GLA55 DOO SOLID GORE GL EAR WI5-1 WA V -2 T EMP . NONE , 4 CYLINDER TI IUMBTURN 14/A -4.1 DUST PROOF HINGE NO 511 SHEET A -12 AND A-2.0 O1 RIES. 1 02A WOMEN 3' -O" 7' -0" 13/4" I / TES NONE P- 36/P-33 P-33 PUSH/PILL 16/A -4.1 Y15 FRAM)= PAINT P -33 NON-SALES SIDE 1025 '(ES f (E) 3' -0" (E) 6' -8° EXIST EXIST EXIST SOLID GORE WOOD DOOR (FLUSH), KM BIRCH VENEER P -33 EXIST NONE TES PUSH //PPULL Y S WA Y NEW YES GLA5 5 A5 SGI�l1LED OO SOLID WD IL (FLUSH) WITH BIRCH VENEER MLWRRK 103 YES i, ii (E) 3' -0" (E) 6' -8" EXIST EXIST EXIST MLWRK / MLNRK P -33 NO NONE YES P -33 NONE EXIST GLA55ROOM WA WA N/A WA DOOR AND FRAME TO BE PAINTED P -33. — 104 YE5 (E) 3' -0" (E) 6-8" EXIST EXIST EXIST p -33 NO NONE YES YES 1T5 i if P-33 NONE NONE NONE ® EXIST EXIST EXIST PPPPVAGY YES WA DISPLAY VffRNIE YES DOOR AND FRAME PAINT P 33, PROVIDE ADA 51GNA6E MTV. AT 5'O A.P.P. ---- 105 © /,/ (E) 3' -0" (E) 6' -S EXIST EXIST EXIST MLNRRK P -33 NO NONE NONE P - 33 P -36 pRRVAGY CL6,55RDOM E a r WA WA I , L MLWRK / MLWRK DOOR AND PRAMS PAINT P -33, PROVIDE ADA SIGNAGE MTD. AT 5'0" A.F.F. ---- 101 YES Fi (E) 3' -0" (E) 6' -8" EXIST EXIST EXIST A B C D E P -36 NO WA y L NO MLHRK / MLWRK -- 100 YES LF -1.1 GT (E) 3' -0" (>~) 6L6" EXIST EXIST EXIST LF -7.1 LTN P 36/MALL NO EXIST YES YE5 A P- 36/MALL EXIST EXIST DUX �� EXIST NEVI NENd : __– LOG YES M if (E) 3' -0" (E) b' -S EXIST EXIST EXIST P -36 NO NONE YES i„ if i„ / / „ ' i i f 4 i„ P -36 NONE MUNRK / HARK P SA SLAGS N/A WA COMMAND CENTRAL I2' -O NO MLWRK — LID YES (E) 3' -0" (E) 6' -3" EXIST EXIST EXIST MLWRK / MARK p -36 NO NONE YES P - 36 NONE ® PASSAGE WA WA IMI NEW ALL NO LE -13F ABG --- 111 YES ii (E) 3' - 0" (E) 6' -s EXIST EXIST EXIST LF -131F ABC p -% NO NONE YES P -36 NONE EXIST Z WA N/A NO K --- 112 Y)~5 (E ) 3' -0' (E) V -8 ° EXIST EXIST EXIST FRAMED MIRROR P- 36/P -33 EXIST NONE YES P- 36/P-33 NONE HARK EXIST PU LL EX ST YES 16 /A -il.l NEW YES DOOR AND FRAME TO B)= PRINTED P-35, NON SALES SIDE. — H5 116 YES , ,� !,� �� (E) 3' -0" (E) 3' - 0" (E) 6'-8" (E) 6' 0" EXIST EXIST EXIST EXIST EXIST EXIST - - -- P -% P -36 NO EXIST NONE NONE YES YES P -36 NONE EXIST GLA55ROOM WA N/A WA NO NEE STANDING UNIT P - 36 NONE EXIST GLA55RDOM WA WA WA NO STAN ---- 117 YES (E) 2' -0" (E) 6' -S" EXIST EXIST EXIST OLLIE P -36 NO NONE YES P = 36 NONE ® PASSAGE WA WA N/A NO LF - -10.I ABC RECEPTION DESK MLWRK / MLWRK MLWRK KR OD RECEPTION RFLAMINATE MARK / MLWRK MLARK FOR REMODELS GLT .CONTACT LENS TABLE MLNRK / MLNRK RK MLARK G14524 _ WALL STORAGE (249 MLWRK / MLWRK ML.WRRK CE AR1 GW530 CONTACT WALL STORAGE (30 °) MLARK / MLARK MLNRK 611536 CONTACT WALL STORAGE (369 MLWRK / MLWRK MLY"RRK 017324 'ONTAGT LENS BASE STORAGE (24 ") MLWRK / MLARK MLNRK GD330 'ONTAGT LENS BASE STORAGE (30 ° ) (WAS PPD330) MLWRK / MLWRK MLWRK GDB36 CONTACT LENS BASE STORAGE (3b') (NIPS PPDB36) MI-IRK / MLWRK MURK GMIR : W1 ACT LENS MIRROR ML-1RK I MLAIRK MLNIRK MITE MELAMINE FRAME DSV DOCTORS SINK KY R< / MARK HARK DU DOCTORS DESK MLWRK 1 MLNIRK MLKRK DDUSI WALL SHELVING W/ 51DE PANELS (48') MI 1 RK / MLARK MLAIRK RISC HIGH TECH STORAGE CABINET MLNIRK / MLIARRK MLhRRK IN PRE -TEST ROOM KG HIGH TECH COUNTER MLARK / MLNRK MLNRK IN PRE -TEST ROOM DGR DOCTORS GOAT RACK MLWRK / MLWRK MLNIRK IITGL DOCTORS UTILITY CABINET MU IR( / HARK HARK WALLY ACC DISPLAY MLWKR / MLWKR MLKRK 'CSM L5 �Ol1NGE STORAGE EN MLARK CABINETS, COUNTER , f SINK GR :OAT RAGK MLWRK / MLWRK MLWRK DERAIL 'HAIR RAIL MLWRRK / MLhfRK MLIARRK LENS PROCESS ROOM EQUIPMENT I - - TOOL CUTTER OWNER 1 OWNER 5E LGI EXPEDITOR 2 ENERATOR OWNER / DUPER SEE LGI EXPEDITOR 3 ENTRIEUGE (SHARE) OWNER / OMER. SEE LCI EXPEDITOR 4 'TINDER MACHINE (NON -STALK TYPE) ONNER / ONWER ` LGI EXPEDITOR DOES NOT RK�IUIRE A FLOOR DRAIN 4A YLINDER MACHINE (STACK TYPE) OMER / OMER SEE LGI EXPEDITOR DO NOT R =QUIRE A FLOOR DRAIN 5 : • ME WARMER - BEAD (5 AMPS) OWNER / OWNER SEE LGI EXPEDITOR s • "TOMIT (MAN)AL) OWNER / ONNER SEE LGI EXPEDITOR 6A 1<1 OMETER (AUTO) OWNER / OMER SEE LGI EXPEDITOR 1 YOUT MARKER (FINISH) OWNER / O}*FR SEE LL1 EXPEDITOR 8 - 0 EDGER - HORIZON OMER / OWNER SEE LGI EXPEDITOR 6G ..ANfIN ELL1 FRAME TRACER OWNER / OMER. SEE LGI EDITOR q 11 CO EDGER OWNER / ONNER SEE LGI EXPEDITOR _ 10 1 GROOVER OWNER 1 OMER SEE LGI EXPEDITOR �.. - 11 ERAMIG HAND EDGER (FINISH) OWNER / OWNER SEE LGI EXPEDITOR ` - 1 IIA 1 CO 580 DIAMOND HAND EDGER (FINISH) OWNER / OMER Sri LGI EXPEDITOR • - `'� 12 1rIAMOND HMV EDGER (SURFACE) OWNER / OYINER SEE LGI EXPEDITOR � � 1 I2A 1 CO 510 DIAMOND HMO EDGER (SURFACE;) OWNER / OWNER SEE LGI EXPEDITO pa 13 T TREATMENT MACHINE OWNER / OWNER 11W:a0l■4M'AUP 'r;:IM OWNER / OWNER -1: I M ri [ • r . r i I .• -: are ar r•• 11 i 14 GENERAL NOTES DOOR NOTES A. 6L. TO EI+5URE PROPER B. PREPARE / PATCH G. DOOR COLOR 'WFrJ" RECEIVE A VARNISH. D. 6.C. TO VERILY PROPER E. REFERENCE DOOR F. VERIFY RE -KEYING WORKING AND REPAIR SURFACES ON DOOR SCHEDULE 'V-2" ORDER OF INDICATES ON ORDER OF ALL EXISTING TO REMAIN HARDWARE. REPAIR / REPLACE MATERIALS AS RE=QUIRED. TO 'LIKE MEIN" CONDITION AND PREP TO RECEIVE NEW PAINT AND OR STAIN AS SCI-1EDULED. DOOR SLAB TO RECEIVE A STAIN FINISH. REFERENCE 'WS-I' ON SHEET A-12. DOOR FINISH 'V-2 ON DOOR SCHEDULE INDICATES DOOR SLAB TO SHEET A-I2. ALL EXISTING DOORS AND HARDWARE (W-IIGH ARE DESIGNATED AS BEING RE•1.15ED). RE 'AIR / REPLACE MATERIALS AS R6RUIRED. EXISTING HARDMRE AND SUPPLE hff AS REWIRED. (EXAMPLE: IF CLOSER 15 SGHED L ED, HHICH DOES NOT EXIST, A NEit CLOSER 15 TO BE INSTALLED) CONSTRUCTION MANAGER PRIOR TO BID. DRYER RffIGE WORKING SCHEDULE THIS REOLIIRBvENTS SHEET. T. VERIFY WITH TENANT GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR 2 -I -06 6 NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY DISABLED ACCESS SIGNAGE CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. I/4" THICK EQUILATERAL TRIANGLE AT MEN'S d A 1/4" THICK, I2 CIRCLE AT WOMEN'S, COLOR AND CONTRAST SHALL BE DISTINCTLY I /4" THICK EQUILATERAL TRIANGLE AT SUPERIMPOSED ON A 12 CIRCLE COLOR AND CONTRAST SHALL BE DISTINCTLY :rIFFERENT FROM THE COLOR AND CONTRAST OF TI$ DOOR MFR. /PHONE # DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR MILLWORK ' 16 P11 ABG WALL PANEL 6 • MLARK ` I � LEVER HANDLE HANDLE I I ANSI APPROVED E.S. PLASTIC NEMARATED SELF EXTINGUISHING ADHESIVE MOUNTED .. j- P1A1-2.1 AEG I .. ` � LI=VER ^`\ ` ` -. � / . - - - -- \ — "1 �,^ �') I • PW-3A • I I BLUE PIN-3 BC +I cam I MLWRK PW-3 GT - ENTER. 84" TOP MLWRK / MLWIRK MLWRK PW-3DTSG V WRITE WOMEN MITI \ BRAILLE SIGN PER IG11 ADA REQ'T5 MENS/WOMENS RESTROOM SIGNAGE LEFT NAND 5CR115E 47' TOP WOMENS MENS \ ACCESSIBILITY SIGNAGE UNISEX RESTROOM \ E3RAii I E SIGN PER 19'11 ADA REQTS SIGNAGE FRAME DETAILS NOTE` FOR. ADDITIONAL SPECIFICATIONS REFER TO 2 - I - 06 SPECIFICATIONS 5CI-EDULE DOOR TYPES DOOR: REFER DOOR SC4'70LE COILING GRILLE ABOVE METAL FRAME DOOR 1AIU MLWRK / MLNIRK MLN12K 2 X 4 WOOD BLOCKING METAL STUD NALL WITH PAINTED 671'5U14 WARD P1 RIGHT HAND SCRIBE SS" TOP SOLID GORE WOOD DOOR (FLUSH), KM BIRCH VENEER MLNIRK SOLID GORE WOOD DOOR (FLUSH). WITH PAINT GRADE vENEER PW-4 ABG IG1A55 LE cl iEDULED SOLID GORE WOOD DOOR OH (FLUSH) BIRCH VENEER MLWRK / MLWRK MARK PH-5 ABC FACE OUT CABINET GLA5 5 A5 SGI�l1LED OO SOLID WD IL (FLUSH) WITH BIRCH VENEER MLWRRK P11-61 ABC, FOCAL PANEL 6RAPHIG PANEL MLWRK / MLNIRK MARK , / / / PIN-62 AEC FOCAL PANEL METAL DISPLAY MLWRK / MLNRK MLARK 13OT1•I 5113a. P11-S ABC SERVICE COUNTER PERIMETER k ALL MLYfRK / MLARK MURK l l BASE BOARD MLWRK / MLWRK MLNIRK LF -I AB LARGE TABLE ILLUMINATED 1°R WRK / MURK HARK LF -I GP LARGE TABLE ML.WRK / MLNRK MLAIRK LF -I.I AEG VERTICAL PANEL MLWRK / MLWRK - LF -2 ABC]) CROSSOVER TABLE l cwt MLAIRK LF -3 ABCD DISPLAY VffRNIE MLARK / MLWRK MLWRK LF-5 ABG 1 3 MI RK / MLWRK MARK LF -1 AEC COMBO GOUNTER CABINET MDAIRK / MARK MLNRRK LF -1.1 ART COMBO GOUNTER COUNTERTOP - (4' -10') RIGHT HAND MARK / MLARK MLHRK LF -7.1 ABLT 'OM30 COUNTER COUNTERTOP - (4' -10') LEFT HAND MLWRK / MLWRK MLNIRK - I I LF -1.1 CRT COMBO COUNTER COUNTERTOP (4) RIGHT HAND MARK / MLWRK MLWRK VENEER LF -1.I GLT A B C D E ML1VK / MARK R1993 QOOR PRINCE METAL FRAME DOOR • ,. 'ENTER REPAIR WINTER NU NOTCH MLHRK / MLWRK MLNRK _ LF -1.1 GT "'ENTER REPAIR COUNTER MLWRK 1 MARK M1.YJtRK LF -7.1 LTN FINISHED LEFT HAND REPAIR COUNTER W/ NOTCH MUIRK / MLWRK MLY'RRK LF-1.ILT FINISHED LEFT HAND REPAIR COUNTER MARK / MLARK MLWRK LF- 7.IRTN FINISHED RIGHT HAND REPAIR COUNTER W/ NOTCH MLWRK / HARK G1A55 P5 SGHI TMEO : LF -1.IRf FINISHED RIGHT HAND REPAIR COUNTER MLWRK / MLARK _ LF -12 ABC MERGHANDISING TONER , FHA N4E E55 GLA55 DOOR LF -73 ABG MIRRORED TOYER MLWRK / MLWRK HARK LF -S ABED A MUNRK / HARK j / / r ■ r COMMAND CENTRAL I2' -O MLWRK / MLWRK MLWRK - % / � LF-1 ABG SLAB FIXTURE MARK / MLARK MLWRRK L.F -12 ABC PASS - T :4J WINDOW MLWRK / MARK MARK GUSLF -12.1 PASSTHRU WINDOW MLWRK / MLWRK MLWRK % i LF -I3 ABG BACK-WRAP 1'-O" % MLWRRK 51". C W. NALL NEW OMU. FILL NTM LE -13F ABG — I MLN42K LF -13,1 BAGKKRAP IO'-6 MLINRK / MLNRRK MLIAIRK LF -131F ABC FRESIANL INS SAGKNRRAP IOC -6° MLARK / MLARK MLWRK A-I FINISHI kti BAGKWRAP 14' - " M" RECESSED FLOOR CLOSER =" G H J K MLNIRK 6' HIGH GoNTiN)005 RAI 'A,I' FINISH LF -132DT ABC BAGKWRAP 14'-0" W/ DELIVERY / TOOL BALKER ROD AND SEALANT. 2 4 it WE= ■ =5=11 • 1 • • • • 1 • • • 1 • 1 • 1 \ eatzmn,,Imm„,„ SGALE: 1 /8 = ILO' ti ■ MCBEE • I=EIN • =III 333321 ® =VI= III HEM= • 5' -4• +/- K a • C 6' -0• +/ imei • ® il ■ 1 i i 1 1 i i EXISTING PLUMBING FIXTURES TO REMAIN. 5' -O" CLEAR TURNING OEM SI DEEM 11133=3 ® ® ENLARGED PLAN AT EXISTING REST ROOMS 1 • 5' -0• CLEAR TURNING • NEW SERVICE SINK TO BE INSTALLED REPLACING EXISTING NOTE: • EXISTING CONSTRUCTION THIS AREA (SHOWN DASHED) TO BE REMOVED 50 AS TO PROVIDE GLEAR TURNING THIS AREA. SEE PLANS FOR ADDITIONAL INFO.. NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPLIER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPLIER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. 1 ‘42a7 I 1" ( gmgEggsgaggag SCOPE OF WORK PLAN SCALE: 1 /8' = 1 0 11 NEW HIGH -LOW DRINKING FOUNTAIN TO BE INSTALLED <\:< \\) 0 pailinimgem m �e =ice• : - i - :,._.., G !.°is.a P.� e�i e, sls Nest STOREFRONT CONSTRUCTION TO BE I NSTALLED NOTE: PARTITIONS WITH SHADING INDICATE NEW PARTITION CONSTRUCTION. TYPICAL NOTE: \ •% PARTITIONS WITHOUT ING INDICATE EXISTING P ON CONSTRUCTION TO REMAIN. TYPICAL 0/Q' 0 0 LJ NOTE TO BUILDING OFFICIAL AND OR PLANS EXAMINER THIS SE OF CONSTRUCTION DOCUMENTS DESCRIBE THE PLANNED REMODEL TO THE EXISTING LENSGRAFTERS TENANT SPADE. THIS FLAN AND ADJACENT ENLARGED PLAN AT EXISTING REST ROOM ARE BEING MADE AVAILABLE TO DESCRIBE THE LIMITED SCOPE OF WORK PROPOSED FOR THIS PROJECT (REFERENCE ENTIRE SET OF GONST. DOCUMENTS FOR FULL SCOPE OF WORK DESCRIPTION. MISG. N01Tf: A. NEW FINISHES ARE TO BE INSTALLED THROUGHOUT TENANT SPACE. THE INSTALLATION OF NEW PARTITIONS (LIMITED SCOPE), MILL P' ORK, LIGHT FIXTUR ETC_ ARE LIMITED TO THE SALES AREA_ B. A NEW STOREFRONT WILL BE INSTALLED DUE TO THE MALL 15 CURRENTLY BEING RENOVATED. REST ROooM NZIM A. AS INDICATED ON THE ADJACENT ENLARGED PLAN AT REST ROOMS, THE EXISTING CONFIGURATION OF THESE REST ROOMS DO NOT MEET CURRENT ACCESSIBILITY GUIDELINES (ANSI 2003). TI-E CLEAR FLOOR SPACE AT THE EXISTING WATERGLO5Ef5 HAS NOT BEEN PROVIDED PER ANSI 2003) NOTE: A 60• DIA CLEAR TURNING AREA IS EXISTING WITHIN IN EACH REST ROOM. 5. DUE TO LIMITED SCOPE OF WORK FOR THIS PROJECT TI 15 THE INTTATIQN QF 11-E TENANT DESIGN CONSULTANT THAT THE EZIEW-garialEALQW:E-Effai-EQ1211-CAtiab6ff REST ROOMS WILL NOT BE MODIFIED PER ANSI 2003 REQUIREMENTS UNLESS DIRECTED OTHERWISE. G. SECTION 34013, 2006 IBC EXTENT OF APPLIGATiON, states an alterarion of an exisintg element, space or area of building or facility shall not impose a requirement for greater acce51bl1ty than that which would be required for new construction. alterations shall not reduce or have the effect of reducing acceslbluity of a building, portion of a building or facility. MISG. AGC.iS�.�IBILIY IN AN EFFORT TO IMPROVE AGC FOR THI5 TENANT SPACE THE F=OLLOWING SGOFE OF WORK ITEMS ARE INGORPORATED IN TH5 SET OF GOHSTRUGTION DOGUMENTS. -A HIGH LOW DRINKING FOUNTAIN WILL BE INSTALLED. -TI-E EXISTING PARTITIONS AT THE REST ROOM VESTIBULE WILL BE REMOVED TO ALLOW 5'-O 11 CLEAR TURNING IN FRONT OF REST ROOM DOORS. -A LANDING WILL BE INSTALLED ON 11-E SALES SIDE OF DOOR #102A TO ADDRESS A NON - COMPLIANT CONDITION. ,10!) A Subsidiary of the Luxottioa Group 4000 Lwcottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 LENSCRAFTERS Active Revision Number REV. 2 Revisions: Mark Date By Description /EX \ 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS / ° \ 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3-21-08 BUILDING DEPARTMENT COMMENTS Al 3-25-08 OWNER STOREFRONT CHANGES / 2 \ 4-14-08 STOREFRONT UPDATES * mow taNCATES NO REVISION Tits seer Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SGOTTSDALE, AZ 55259 PHONE: (480) 614 -3385 FAX: (480) 614 -0205 EMAIL: DAVIDAUDKOW ®GOX.NET Construction Manager. PERMASMEUSA CLADDING TECHNOLOGIES : te(7 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO @PERMASTEELISAUSA.COM Engineer DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436 -0100 FAX: (614) 436 -6023 P- ahioition 0i ke —use and Copyr'ght Notice Ire i and speci`Ica :ens ceitc•nec wi:hir these dr wn5 pr. for use with the aecpc^ of work at the speci'ic locc ;ion inciccted, Use of this in1nrr••nlinn for olhp p•njec1s nl n1 I'r lox :r -liars or ditferiig scones of work a less expressly authorized in yalling by Ire signing rrr.Y Irr.l uld eng•nrer c;" rc:r.ord autho'ing these dociments is strictly prohibited by the l(1w. Tr-sc drawirgs one spcclfcatrans, and :hc 'nfo coitc'nec within, are cnd sho re-noir 1 -e aroperty or the cuthor(s) )isplay. reprocuc: nn or use for any but the. spec ficc ly ogreed upon purposes w thout tie written autha from the sig'inc architect and engineer of re.. :ur( u„lhuri these ducurr•ents is strictly prahi1;•led by tie low. Tr =se drawirgs anc specifcations are subject without lir,ile la cu yriy•I1 ura_ec.iun us an orclritecturul wr.rk ,inrler - he Archifectuonl 'Wnr<s Copyright P •rotection Mt o' 1390 STORE TYPE do LEVEL: ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL IS MID ❑ SMALL TOWN ❑ LOW ❑ OTHER ,LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 ® OTHER MI-LWORKTYP: ❑ BRUEWER ❑ D2 -0X Si PISA ❑ OTHER LensCrafters' Standard Version Number. D3 0505 Lenscrafters Project Number Arcritect's Project No, Title SPECIFICATION SCHEDULES 077 LensCrofters, Inc. GONAN 1-10-01 DESCRIPTION INSTALLED BY MFR. /PHONE # REMARKS MILLWORK ' 16 P11 ABG WALL PANEL MU IRK / MURRK MLARK PNl -I.I ABG ILLUMINATE? SOFFIT MLAIRK / MARK MLNIRK ILICtiHT FIXTURES SUPPLIED BY T INSTAL 1 Fr7 BY F.G. P1A1-2.1 AEG STANDARD GLASS GI ELF MLWRK / MLNRRK MLWRRK P1N-22 ABG 4 DEEP GLASS SHELF MLIARK / MARK MLWRRK PW-3A STORAGE BASE UNIT DRAWER MLNIRK / MLWRK MLNIRK PIN-3 BC STORAGE BASE UNIT DOOR MLNRK / MLWRK MLWRK PW-3 GT - ENTER. 84" TOP MLWRK / MLWIRK MLWRK PW-3DTSG TWO BAY TOP SGUSGR 88" MLWRK / MARK MLNIRK PW -3L341 LEFT NAND 5CR115E 47' TOP ML LARK / MLWRK HARK PW -3LT88 LEFT HAND SGR1BE 68" TOP MLWRK / MLWRK MLWRK PNF -3RT47 RIGHT HAND SCREE 47" TOP MLWRK / MLNIRK MLN12K P1 RIGHT HAND SCRIBE SS" TOP MLNIRK / MLWRK MLNIRK PW-4 ABG LOCKABLE CASE MLWRK / MLWRK MARK PH-5 ABC FACE OUT CABINET MLWRK / MLARK. MLWRRK P11-61 ABC, FOCAL PANEL 6RAPHIG PANEL MLWRK / MLNIRK MARK PIN-62 AEC FOCAL PANEL METAL DISPLAY MLWRK / MLNRK MLARK P11-S ABC SERVICE COUNTER PERIMETER k ALL MLYfRK / MLARK MURK PIN- -BASE BASE BOARD MLWRK / MLWRK MLNIRK LF -I AB LARGE TABLE ILLUMINATED 1°R WRK / MURK HARK LF -I GP LARGE TABLE ML.WRK / MLNRK MLAIRK LF -I.I AEG VERTICAL PANEL MLWRK / MLWRK MLWRRK LF -2 ABC]) CROSSOVER TABLE MARK. / MLAIRK MLAIRK LF -3 ABCD DISPLAY VffRNIE MLARK / MLWRK MLWRK LF-5 ABG L TABLE MI RK / MLWRK MARK LF -1 AEC COMBO GOUNTER CABINET MDAIRK / MARK MLNRRK LF -1.1 ART COMBO GOUNTER COUNTERTOP - (4' -10') RIGHT HAND MARK / MLARK MLHRK LF -7.1 ABLT 'OM30 COUNTER COUNTERTOP - (4' -10') LEFT HAND MLWRK / MLWRK MLNIRK LF -1.1 CRT COMBO COUNTER COUNTERTOP (4) RIGHT HAND MARK / MLWRK MLWRK LF -1.I GLT COMBO COUNTER COUNTERTOP (4) LEFT HAND ML1VK / MARK MLWRK LF -1.1 GTN 'ENTER REPAIR WINTER NU NOTCH MLHRK / MLWRK MLNRK _ LF -1.1 GT "'ENTER REPAIR COUNTER MLWRK 1 MARK M1.YJtRK LF -7.1 LTN FINISHED LEFT HAND REPAIR COUNTER W/ NOTCH MUIRK / MLWRK MLY'RRK LF-1.ILT FINISHED LEFT HAND REPAIR COUNTER MARK / MLARK MLWRK LF- 7.IRTN FINISHED RIGHT HAND REPAIR COUNTER W/ NOTCH MLWRK / HARK MLY'RRK LF -1.IRf FINISHED RIGHT HAND REPAIR COUNTER MLWRK / MLARK MLNIRK LF -12 ABC MERGHANDISING TONER MARK / ML IRK MLAIRK LF -73 ABG MIRRORED TOYER MLWRK / MLWRK HARK LF -S ABED COMMAND CENTRAL 9' -Q MUNRK / HARK MLWRRK LF -S.1 ABG COMMAND CENTRAL I2' -O MLWRK / MLWRK MLWRK LF-1 ABG SLAB FIXTURE MARK / MLARK MLWRRK L.F -12 ABC PASS - T :4J WINDOW MLWRK / MARK MARK GUSLF -12.1 PASSTHRU WINDOW MLWRK / MLWRK MLWRK LF -I3 ABG BACK-WRAP 1'-O" MURK / MARK MLWRRK LE -13F ABG FREESTANDING BACKWRAP a' -0• MLWRK / MLWRK MLN42K LF -13,1 BAGKKRAP IO'-6 MLINRK / MLNRRK MLIAIRK LF -131F ABC FRESIANL INS SAGKNRRAP IOC -6° MLARK / MLARK MLWRK LP-I32 ABC BAGKWRAP 14' - MLNRK / MU RRK MLNIRK LF -132F ABG FRFF)TANDING BACKHRAP 14' -0" MARK / MARK MLNIRK LF -132DT ABC BAGKWRAP 14'-0" W/ DELIVERY / TOOL MLARK / MLWIRK MLWRK LF -14 AEG FRAMED MIRROR MLARK 1 MLWRK MLNRK GRAPHIC DESIGNATION - D36H05 LF -1 ABG MINI TOPER MLY'RK / MLWRK HARK AG -3 RISER TRAY ML1^kRK / MLARK MARK VM -I SINGLE FRAME DISPLAY BLOCK MARK / MARK MLWRK GP -31 CEILING PANELS TENANT / GG LAMLITE 800- 422 -3556 GP -32 CEILING PANELS TENANT / GG LAMLITE 800- 422 -3556 LOLA NEE STANDING UNIT MLJIKR / MLWKR ,11:S (513) 242 -8255 STAN FREE STANDING UNIT MI WRK / MI WRK M WRK STAN -MA METAL ACCESSORY INSERT BOX (NON - LOCKING) MI W12K / MI VtRK MI WRK OLLIE ACCESSORIES DISPLAY MLWKR / ML : R MI WRK MU FLOOR DISPLAY UNIT MLWKR / MLWKR MLWRK LF -10 ABC RECEPTION DESK MLNRK / MLWRK MLWRK LF - -10.I ABC RECEPTION DESK MLWRK / MLWRK MLWRK KR OD RECEPTION RFLAMINATE MARK / MLWRK MLARK FOR REMODELS GLT .CONTACT LENS TABLE MLNRK / MLNRK RK MLARK G14524 _ WALL STORAGE (249 MLWRK / MLWRK ML.WRRK CE AR1 GW530 CONTACT WALL STORAGE (30 °) MLARK / MLARK MLNRK 611536 CONTACT WALL STORAGE (369 MLWRK / MLWRK MLY"RRK 017324 'ONTAGT LENS BASE STORAGE (24 ") MLWRK / MLARK MLNRK GD330 'ONTAGT LENS BASE STORAGE (30 ° ) (WAS PPD330) MLWRK / MLWRK MLWRK GDB36 CONTACT LENS BASE STORAGE (3b') (NIPS PPDB36) MI-IRK / MLWRK MURK GMIR : W1 ACT LENS MIRROR ML-1RK I MLAIRK MLNIRK MITE MELAMINE FRAME DSV DOCTORS SINK KY R< / MARK HARK DU DOCTORS DESK MLWRK 1 MLNIRK MLKRK DDUSI WALL SHELVING W/ 51DE PANELS (48') MI 1 RK / MLARK MLAIRK RISC HIGH TECH STORAGE CABINET MLNIRK / MLIARRK MLhRRK IN PRE -TEST ROOM KG HIGH TECH COUNTER MLARK / MLNRK MLNRK IN PRE -TEST ROOM DGR DOCTORS GOAT RACK MLWRK / MLWRK MLNIRK IITGL DOCTORS UTILITY CABINET MU IR( / HARK HARK WALLY ACC DISPLAY MLWKR / MLWKR MLKRK 'CSM L5 �Ol1NGE STORAGE MLARK / MLNRK MLARK CABINETS, COUNTER , f SINK GR :OAT RAGK MLWRK / MLWRK MLWRK DERAIL 'HAIR RAIL MLWRRK / MLhfRK MLIARRK LENS PROCESS ROOM EQUIPMENT I - - TOOL CUTTER OWNER 1 OWNER 5E LGI EXPEDITOR 2 ENERATOR OWNER / DUPER SEE LGI EXPEDITOR 3 ENTRIEUGE (SHARE) OWNER / OMER. SEE LCI EXPEDITOR 4 'TINDER MACHINE (NON -STALK TYPE) ONNER / ONWER ` LGI EXPEDITOR DOES NOT RK�IUIRE A FLOOR DRAIN 4A YLINDER MACHINE (STACK TYPE) OMER / OMER SEE LGI EXPEDITOR DO NOT R =QUIRE A FLOOR DRAIN 5 : • ME WARMER - BEAD (5 AMPS) OWNER / OWNER SEE LGI EXPEDITOR s • "TOMIT (MAN)AL) OWNER / ONNER SEE LGI EXPEDITOR 6A 1<1 OMETER (AUTO) OWNER / OMER SEE LGI EXPEDITOR 1 YOUT MARKER (FINISH) OWNER / O}*FR SEE LL1 EXPEDITOR 8 - 0 EDGER - HORIZON OMER / OWNER SEE LGI EXPEDITOR 6G ..ANfIN ELL1 FRAME TRACER OWNER / OMER. SEE LGI EDITOR q 11 CO EDGER OWNER / ONNER SEE LGI EXPEDITOR _ 10 1 GROOVER OWNER 1 OMER SEE LGI EXPEDITOR �.. - 11 ERAMIG HAND EDGER (FINISH) OWNER / OWNER SEE LGI EXPEDITOR ` - 1 IIA 1 CO 580 DIAMOND HAND EDGER (FINISH) OWNER / OMER Sri LGI EXPEDITOR • - `'� 12 1rIAMOND HMV EDGER (SURFACE) OWNER / OYINER SEE LGI EXPEDITOR � � 1 I2A 1 CO 510 DIAMOND HMO EDGER (SURFACE;) OWNER / OWNER SEE LGI EXPEDITO pa 13 T TREATMENT MACHINE OWNER / OWNER 11W:a0l■4M'AUP 'r;:IM OWNER / OWNER -1: I M ri [ • r . r i I .• -: are ar r•• 11 i 14 I-EMIGAL HARDENER 15 "AD PRESS 16 DRYER OMER / OWNER 5E LGI EXPED TOR L 11 • IM TANK O^ on`-r- EirgrarAg + fi7 t•]41,I � Illlllllllll OWNER / OWNER OWNER / OWNS ::,arrt■��- rmrr. a SEE LGI EXXPEDITOR SEE LGI EXPEDITOR . , T .. ' L z L • .�T� J]] • ■- I8 Iq LOCKER SURFAG - RFALE SAVER 20 POUT MARKER (SURFACE) OWNER / OWNER 5E LGI EXPEDITOR =QUII 21 r - 21A -- NTER OMER. / ONNER SEE LGI EXPEDITOR 22 WARMER - HOT AIR (15 AMPS) OMER / OWNER SEE LGI EXPEDITOR 23 I'VE TANKS W/ GRADIENT ARM (GI POT 1NIT) OWNER / OMER SEE LGI EXPEDITOR ROOM 1 23A 1' TANKS YV/ GRADIENT ARM (6 POT UNIT) OWNER / OWNER SEE LGI EXPEDITOR 24 TRA SONIC CLEANER OMER / OWNER SLL LGI EXPEDITOR 25 HILLER OWNER / OMER SEE LGI EXPEDITOR 26 IR COMPRESSOR (HYDRAVANE) OWNER / OWNER SE LGI EXPEDITOR 26A IR GOMPRESOR (MERIT -®R) (WA.5 26B) OMER / OWNER SEE L61 EXPEDITOR 2E IR COMPRESSOR (ATLAS GOPGO) OWNER 1 ONNER SEE LGI EXPEDITOR 21 ATfa N MAKER - HDYA OM / OWNER SEE LGI EXPEDITOR 28 • IR DR'I'ER OMER / OMER SEE LGI EXPEDITOR 30 " •ME BUFFER OWNER / OMER SEE LGI EXPEDITOR 30A -- • 13IFFL (SMALL) OWNER / OWNER SEE LGI EXPEDITOR 32 TINT UNIT (2 POT) OWNER / OWNER SEE LGI EDITOR LENS P ROC 33 ONOGRAMME-R OWNER / OWNER SEE LGI EXPEDITOR 34 AGE= PING MACHINE OWNER / OWNiER SEE LGI EXPEDITOR 41 ; LEXIBLE DRILL PROS OWNER / ONNER SEE LGI EWEDITOR 42 ARK FINDER (PAL ID.) OMER / OWNER SE LGI EXPEDITOR 43 .- GTROMETER OWNER / OWNER '1 LGIEXPiDITOR 44 'OLYGARB UNIT ( HORZONTAL) OWNER / ONNER SEE LGI EXPEDITOR 44A 'OLYGPR3 UNIT (VERTICAL) OWNER / OMER SEE LGI EXPEDITOR 445 'OLYGARS UNIT (STRATUM) OWNER / ONNER SE LGI DU:EDITOR 45 ^ :— - FRAME TRAGER ONNER / OWNER SEE LGI EXPEDITOR 45A ;- ; ;- - TRIUMPH FRAME TRAGER OWNER / OWNER SEE LCI EXPEDITOR T NORMALLY USED 455 EREER - ENVOY FRAME TRACER OWNER / OWNER SEE LGI EXPEDITOR 45G •- •'NIGS 4T FRAME TRAGER ONRER l OVER '1 LCI EXPEDITOR 46 FREER - SURFAGE GENERATOR 5GX OMER / ONNER SEE LGI EXPEDITOR 46A •- - •NICS - 25 GENERATOR OWNER / OMER SEE LGI E>PEDITOR 47 ERBIER - LENS EDGER PROFESSION A-I OWNER / ONNER ( SEE LGI EXPEDITOR 41A - .— - SPARTAN Ei7C6ER OWNER / OWNER I f. LGI EXPEDITOR 415 • • • •NIG5 7E PATIERNLE55 EDGER OMER / ONUIER SEE LGI EXPEDITOR 48 - :a - - OCE VACUUM ONNER / OWNER 5E LGI EXPEDITOR qq ELOGKER OMER / ONNER SEE LGI EXPEDITOR 50 AND BLOCK WASHER OWNER / ONNER SEE LGI EXPEDITOR 51 ':ER - DIEBLOGKER OMER / OMER SEE LGI EXPEDITOR 57 -7FRF3FR - H ITF TRAMA ATOR OWNER i OWNER SE LGI EWEDITOR 53 OWNER / OMER SEE LGI EXPEDITOR IAN • :ER - T fl -1 VACUUM 54 . ' 19FR - GAT) FNI M RI OOKFR OWNER / ONNER SE LGI EXPEDITOR l o4 / OWNER SEE LGI EXPEDITOR A l we or JA C - 5j 1 1 56 Ir -Y CHILLER OWNER / ONf'ER SE- LGI EXPEDITOR 57 . ,ARF IJNIT Ot'11 / OMER SEE LGI EXPEDITOR 51 TICK RACK OWNER / ONNER SEE LGI EXPEDITOR 60 1 AL STORAGE RACKS-VMS GREY, (6)12° X36' OWNER / OMER SE LC1 EXPEDITOR 61 LLIGAN REVERSE OSMOSIS OWNER / ONNBR. SE LGI EXPEDITOR 62 COL GART OWNER / ONNER SE LGI EXPEDITOR 63 ANNISitR WAIN' FLIER OMER / ONNER SE LGI EXPEDITOR jM00ET_ l 50-G BY NSA 64 HILLER (SMALL) OWNER 1 OWNER SE LGI EXPEDITOR AR . -TI5 5P -200 ANTI-REFLECTIVE GOUTER OWNER / OWNER SE LGI EXPEDITOR ODG •' IGAL DYNAMICS 02100 LENSE CENTER OWNER / ONNER SEE LGI EXPEDITOR DWL .PEGTRUM UG<12 DISTILLED WAIEIR UNIT ONNER / P.G. SEE LGI EXPEDITOR OFFICE EQUIPMENT U 100A SINGLE POWER TABLE OMER / OWNER SE LGI EXPEDITOR ALCOVE IO0B DOUBLE POKER TABLE OMER / ONNER SE LGI EXPEDITOR PRE TEST ROOM 1000 TRIPLE POKIER TABLE OWNER / GINNER SEE LCI EXPEDITOR PRE TEST ROOM 101 TONOMETER OMER / ONNER SEE LGI EXPEDITOR PRE TEST RooM 102 AUTO REFRAGTOMETER OWNER / ONNER SEE LGI EWEDITOR PRE TEST ROOM 103 LENSMETER OWNER 1 OWNER SE L61 EXPEDITOR PRE TEST ROOM 104 VISION TESTER OWNER / OWNER SE LGI EXPEDITOR PRE TEST ROOM 105A LARGE FIELD TES 1Eft OWNER / OWNER SE LCI EXPEDITOR ALCOVE 105E TEDIUM SIZED FIELD TESTER OWNER / OMER SEE LGI EXPEDITOR ALCOVE 1056 SMALL 'PDT" FIELD TE5 itk OWNER / OWNER 5E LGI EXPEDITOR ALCOVE 106 TRIAL LENS SET OWNER / ONNER SE LGI EXPEDITOR REFRACTION ROOM 101 'HART PROJECTOR OWNER 1 ON'EER SEE LCI EXPEDITOR REFRAGTION ROOM 108 PATIENT CHAIR OWNER / OMER SE LGI EXPEDITOR REFRACTION ROOM IOTA LARGE REFRACTION STAND OWNER / ON1NER SEE LGI EXPEDITOR REFRACTION RM. OLD STYLE NU TABLE 10g5 REFRACTION STAND OWNER / OMER SE LGI EXPEDITOR REFRACTION RM. NEW STYLE NU ARMS 110 'SPAGESAVER" REFRAGT1ON DESK it EQUIP. OWNER / ONNER SE LGI EXPEDITOR REFRACTION ROOM 111 RETINAL CAMERA A OWINER / OWNER 'TAT LGI EXPEDITOR ALCOVE 112 STOOL OWNER i OMER SE LGI EXPEDITOR EXAM ROOMS 113 ACP• - ER OMER / OWNER SEE LGI EXPEUITOR SPLIT RElRAGTION ROOM IT EQUIPMENT CABINET OWNER / OY'NER SE LGI EXPEDITOR SPLIT REFRACTION ROOM it WE= ■ =5=11 • 1 • • • • 1 • • • 1 • 1 • 1 \ eatzmn,,Imm„,„ SGALE: 1 /8 = ILO' ti ■ MCBEE • I=EIN • =III 333321 ® =VI= III HEM= • 5' -4• +/- K a • C 6' -0• +/ imei • ® il ■ 1 i i 1 1 i i EXISTING PLUMBING FIXTURES TO REMAIN. 5' -O" CLEAR TURNING OEM SI DEEM 11133=3 ® ® ENLARGED PLAN AT EXISTING REST ROOMS 1 • 5' -0• CLEAR TURNING • NEW SERVICE SINK TO BE INSTALLED REPLACING EXISTING NOTE: • EXISTING CONSTRUCTION THIS AREA (SHOWN DASHED) TO BE REMOVED 50 AS TO PROVIDE GLEAR TURNING THIS AREA. SEE PLANS FOR ADDITIONAL INFO.. NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPLIER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPLIER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. 1 ‘42a7 I 1" ( gmgEggsgaggag SCOPE OF WORK PLAN SCALE: 1 /8' = 1 0 11 NEW HIGH -LOW DRINKING FOUNTAIN TO BE INSTALLED <\:< \\) 0 pailinimgem m �e =ice• : - i - :,._.., G !.°is.a P.� e�i e, sls Nest STOREFRONT CONSTRUCTION TO BE I NSTALLED NOTE: PARTITIONS WITH SHADING INDICATE NEW PARTITION CONSTRUCTION. TYPICAL NOTE: \ •% PARTITIONS WITHOUT ING INDICATE EXISTING P ON CONSTRUCTION TO REMAIN. TYPICAL 0/Q' 0 0 LJ NOTE TO BUILDING OFFICIAL AND OR PLANS EXAMINER THIS SE OF CONSTRUCTION DOCUMENTS DESCRIBE THE PLANNED REMODEL TO THE EXISTING LENSGRAFTERS TENANT SPADE. THIS FLAN AND ADJACENT ENLARGED PLAN AT EXISTING REST ROOM ARE BEING MADE AVAILABLE TO DESCRIBE THE LIMITED SCOPE OF WORK PROPOSED FOR THIS PROJECT (REFERENCE ENTIRE SET OF GONST. DOCUMENTS FOR FULL SCOPE OF WORK DESCRIPTION. MISG. N01Tf: A. NEW FINISHES ARE TO BE INSTALLED THROUGHOUT TENANT SPACE. THE INSTALLATION OF NEW PARTITIONS (LIMITED SCOPE), MILL P' ORK, LIGHT FIXTUR ETC_ ARE LIMITED TO THE SALES AREA_ B. A NEW STOREFRONT WILL BE INSTALLED DUE TO THE MALL 15 CURRENTLY BEING RENOVATED. REST ROooM NZIM A. AS INDICATED ON THE ADJACENT ENLARGED PLAN AT REST ROOMS, THE EXISTING CONFIGURATION OF THESE REST ROOMS DO NOT MEET CURRENT ACCESSIBILITY GUIDELINES (ANSI 2003). TI-E CLEAR FLOOR SPACE AT THE EXISTING WATERGLO5Ef5 HAS NOT BEEN PROVIDED PER ANSI 2003) NOTE: A 60• DIA CLEAR TURNING AREA IS EXISTING WITHIN IN EACH REST ROOM. 5. DUE TO LIMITED SCOPE OF WORK FOR THIS PROJECT TI 15 THE INTTATIQN QF 11-E TENANT DESIGN CONSULTANT THAT THE EZIEW-garialEALQW:E-Effai-EQ1211-CAtiab6ff REST ROOMS WILL NOT BE MODIFIED PER ANSI 2003 REQUIREMENTS UNLESS DIRECTED OTHERWISE. G. SECTION 34013, 2006 IBC EXTENT OF APPLIGATiON, states an alterarion of an exisintg element, space or area of building or facility shall not impose a requirement for greater acce51bl1ty than that which would be required for new construction. alterations shall not reduce or have the effect of reducing acceslbluity of a building, portion of a building or facility. MISG. AGC.iS�.�IBILIY IN AN EFFORT TO IMPROVE AGC FOR THI5 TENANT SPACE THE F=OLLOWING SGOFE OF WORK ITEMS ARE INGORPORATED IN TH5 SET OF GOHSTRUGTION DOGUMENTS. -A HIGH LOW DRINKING FOUNTAIN WILL BE INSTALLED. -TI-E EXISTING PARTITIONS AT THE REST ROOM VESTIBULE WILL BE REMOVED TO ALLOW 5'-O 11 CLEAR TURNING IN FRONT OF REST ROOM DOORS. -A LANDING WILL BE INSTALLED ON 11-E SALES SIDE OF DOOR #102A TO ADDRESS A NON - COMPLIANT CONDITION. ,10!) A Subsidiary of the Luxottioa Group 4000 Lwcottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 LENSCRAFTERS Active Revision Number REV. 2 Revisions: Mark Date By Description /EX \ 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS / ° \ 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3-21-08 BUILDING DEPARTMENT COMMENTS Al 3-25-08 OWNER STOREFRONT CHANGES / 2 \ 4-14-08 STOREFRONT UPDATES * mow taNCATES NO REVISION Tits seer Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SGOTTSDALE, AZ 55259 PHONE: (480) 614 -3385 FAX: (480) 614 -0205 EMAIL: DAVIDAUDKOW ®GOX.NET Construction Manager. PERMASMEUSA CLADDING TECHNOLOGIES : te(7 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO @PERMASTEELISAUSA.COM Engineer DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436 -0100 FAX: (614) 436 -6023 P- ahioition 0i ke —use and Copyr'ght Notice Ire i and speci`Ica :ens ceitc•nec wi:hir these dr wn5 pr. for use with the aecpc^ of work at the speci'ic locc ;ion inciccted, Use of this in1nrr••nlinn for olhp p•njec1s nl n1 I'r lox :r -liars or ditferiig scones of work a less expressly authorized in yalling by Ire signing rrr.Y Irr.l uld eng•nrer c;" rc:r.ord autho'ing these dociments is strictly prohibited by the l(1w. Tr-sc drawirgs one spcclfcatrans, and :hc 'nfo coitc'nec within, are cnd sho re-noir 1 -e aroperty or the cuthor(s) )isplay. reprocuc: nn or use for any but the. spec ficc ly ogreed upon purposes w thout tie written autha from the sig'inc architect and engineer of re.. :ur( u„lhuri these ducurr•ents is strictly prahi1;•led by tie low. Tr =se drawirgs anc specifcations are subject without lir,ile la cu yriy•I1 ura_ec.iun us an orclritecturul wr.rk ,inrler - he Archifectuonl 'Wnr<s Copyright P •rotection Mt o' 1390 STORE TYPE do LEVEL: ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL IS MID ❑ SMALL TOWN ❑ LOW ❑ OTHER ,LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 ® OTHER MI-LWORKTYP: ❑ BRUEWER ❑ D2 -0X Si PISA ❑ OTHER LensCrafters' Standard Version Number. D3 0505 Lenscrafters Project Number Arcritect's Project No, Title SPECIFICATION SCHEDULES 077 LensCrofters, Inc. GONAN 1-10-01 0 0 CY / // EXISTING MALL SERVE GE/EGRESS DOOR TO REMAIN FINISH SEE SECTIONS AND DETAILS. 16 IIIIIIII II I11101111MIHMEII■IInI11nI11n111 MI■IIIIIIMINI1111 NEINIIIMI llllllMMINI11■ IMEIMI111111131111111111111111111nllnlENIIMIllllll■III II II In1MMINI111111NIMI1111MIffi111111IIIH11111In1■ IIIIIMEIIIIIMI ■IMII■INIIMININE11111 pIIIImmIiIIIIIl1111111111111111111111111111111t11N1n11111111111111■ Illllllllllllllullnllllllllllllllllllloulllllllllollllllllllllllllllllllllllllp lulslllllllllllllllm uillllllii!, !!IIIoIIIIIIIIIIIIIIIIIIIIIIIII I II .nil w:w. TEMPERED GLASS ENTRY DOORS WITH "PATCH" TYPE HINGES. (SEE DOOR SCHEDULE AND A-L2 FOR ADDITIONAL INFORMATION) NOTE: PATCH HINGES HARDWARE, BOTTOM RAIL, ETC. TO HAVE FINIS TO MATCH °A-I". 1111111 IIIIIIII ■III► II I Illlllllllninllllllllll %iillnlllll ■III Illllllllllllllill III 111111111111111 IIIIIIIIIIIIIIIIIIICiilll IIII[111111111111111hlnllin 11111111111111 111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Ilmlllllllllllll ■m11nm ■Inlnlllmmlunl■nm mumwll�nmllnn■n (III I mllnll nnlll ■mllnn Ilum111■ (III ■11111 II (IIIIIIII 111111. I I � . ( Mi r EQ. Ai __1 STOREFRONT ELEVATION ALIGN 4" HIGH GLAZING HEAD WITH "A -I" FINISH TYPICAL b" HIGH GLAZING BASE WITH "A-I" FINISH TYPIGAL 9 LIGHT DOVE CONSTRUCTION SECTIONS ILLUMINATED SIGNAGE SEE DETAILS I/A 2.2 5'-4 1/2" il l /r' iG:7/• /'1 / / ALIGN 5'-4 I/2' L- , MATCH TG H OFP. DIMENSIONS 1 //t//; %/ it 1/i FINISH SEE SECTIONS AND DETAILS (TM). (3) EQUAL PIECES ( — MALL FINISI-E ) THIS AREA (NJ.G) SCALE: 3/8" = I' -0' EQUAL STOREFRONT PLAN DETAIL EXISTING LIGHT COVE CONSTRUCTION STEE SECTIONS NOTE: MATCH FIELD DET. DIMENSIONS EQUAL SCALE: 3/8" = I' -0' NOTE SEE SHEET 5-1.1 FOR STOREFRONT FRAMING PLAN AND STRUCTURAL DETAILS COLUMN CENTERLINE ( MALL FINISHES —� THIS AREA ALIGN INDICATES "MAP -10" SEAM LOcATIONS SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION NEUTRAL PIER SEE DETAILS ADJACENT —� TENANT NOTE: STOREFRONT VENDOR TO VERIFY REQUIRED T1- 1111$7URN INSTALLATION HEIGHT (IN BOTTOM DOOR RAID WITH LOCAL OFFICIAL PRIOR TO PURCHASE/INSTALLATION DOOR HARDWARE. ADJUST BOTTOM DOOR RAIL HEIGHT AS /IF REQUIRED. , / STOREFRONT NOTE: 1 STOREFRONT SHALL NOT BE SUSPENDED FROM MALL BULKHEAD STRUCTURE, 2. ATTACHMENTS SHOWN TO MALL BULKHEAD AND STRUCTURE ARE FOR LATERAL STABILITY ONLY. S. SUSPENDED LOADS FROM MALL STRUCTURE ARE UMITED TO STANDARD CEILING SYSTEMS. 4. SEE STOREFRONT STRUCTURAL FRAMING SHEET S11 FOR ADDITIONAL INFORMATION, FINISH NOTES: - BIDDING G.C.'S TO COORDINATE FINISH/TOUCH -UP REQUIREMENTS OF MALL FINISHES WITH LANDLORD PRIOR TO BID SUBMITTAL - TENANT CONTRACTOR TO REPAINT AND OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, AND REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENT. SIGNAGE VENDOR NOTES: TENANT SIGNAGE VENDOR MUST SUBMIT SHOP / INSTALLATION DRAWINGS TO LL & TENANT FOR APPROVAL PRIOR TO FABRICATION. SIGN VENDOR TO PERFORM FIELD SURVEY TO DETERMINE EXISTING CONDITIONS PRIOR TO FABRICATION SITE VISIT TO DETERMINE INSTALLATION METHOD. o PLAN DETAIL CODED NOTES 1. RILGO' RECESSED TRAFFIC COUNTER ELECTRONIC EYE 4 /OR REFLECTOR IN ENCLOSURE AT 4'-b" A.F.F.. SUPPLIED BY TENANT INSTALLED BY G.C. CG'S Fl FG SUB. SHALL PROVIDE $ INSTALL CONCEALED CONDUIT 'UP', TO ABOVE FINISH CEILING AND OVER TO GASHINRAP. PROVIDE FIRE RET. TREATED BLOCKING AS REVD. SEE DETAIL 2/A -22 2. PREFINISHED °MAPIO" WALL PANEL SYSTEM. INSTALL OVER EXISTING CONSTRUCTION USING MANUFACTURER APPROVED HARDWARE. SEE SPECIFICATION ON SHEET A -I2, SECTIONS DETAILS AND ST INSTALL AI - STANDARD N15 ALL DET' LS ON SHEET A 22 FOR ADDITIONAL INFORMATION. (TYPICAL). 3.3 5/8' X 20 GA. METAL STUDS AT lb" O.G. (OR A5 SHOWN). TYP. U.N.O.. 4. SHADING INDICATES BEARING STUDS (TYPICAL). SIEE STRUCTURAL SHEET 5-1.1 FOR ADDITIONAL INFORMATION. 5. NEW GLAZING HEAD AND BASE SEE SECTIONS AND ELEVATIONS b. SHADED AREA INDICATES THE LOCATION OF STOREFRONT STRUCTURE ABOVE SEE STRUCTURAL SHEET S-I.I FOR ADDITIONAL INFORMATION. 1. SHADING THIS AREA INDICATES EXISTING CONSTRUCTION TO REMAIN. NOTE: REMOVE EXISTING CONSTRUCTION AS / IF REQUIRED TO INSTALL NEW STOREFRONT STRUCTURE. 8. EXISTING G.W.B. CONSTRUCTION TO REMAIN THIS AREA. PLANS FOR FINISH. 1. EXISTING BASE BUILDING STRUCTURE TO REMAIN. 10. EXISTING NEUTRAL PIER CONSTRUCTION TO REMAIN. 11. NEW DEMISING WALL CONSTRUCTION THIS AREA. SEE PLANS FOR ADDITIONAL INFORMATION. 12. NEW NEUTRAL PIER CONSTRUCTION THIS AREA. SEE PLAN 13. EXISTING COLUMN ENCLOSURE THIS AREA TO BE MODIFIED AS REQUIRED FOR INSTALL NEW BEARING STUDS. SEE DETAILS AND SHEET 5-1.1 FOR ADDITIONAL INFORMATION. 14. NEW TEMPERED GLASS ENTRY DOORS. NOTE: DOORS TO BE FIXED IN OPEN POSITION AS SHOI^W ON THIS PLAN DURING NORMAL BUSINESS HOURS. INSTALL DUST- PROOF FLOOR STRIKES AS REQUIRED. SEE ELEVATIONS, DETAILS, DOOR SCHEDULE AND SHEET A -I2 FOR ADDITIONAL INFORMATION. 15. LEASE LINE lb. REMOVE EXISTING CONSTRUCTION THIS AREA AS REQUIRED FOR INSTALL NEW STOREFRONT STRUCTURE. SEE DETAILS AND SHEET 5-I.I FOR ADDITIONAL INFORMATION. DoB NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPLIER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPLIER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT UMITED TO THE ENTRY DOORS. LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxothca Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: REV. 2 Mark Date By Description 2 -1-08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS /0\ 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL n 3 -21-08 BUILDING DEPARTMENT COMMENTS Al 3 -25-08 OWNER STOREFRONT CHANGES !2\ 4-14 -08 STOREFRONT UPDATES ASTERISK IMICATES 110 REVISION mIS SIFT Architect DAVID A. UDKOW, ARCHITECT 11581 NORTH 113 WAY SGOTTSDALE, AZ 85251 PHONE: (480) 614 -3385 FAX: (480) 614 - 020G EMAIL: DAVIDAUDKOW@GOX.NET Construction Manages Engineer Date Drawn By Store Number PERMAS' I� EEUSA • CLADDING TECHNOLOGIES /VI clesiar 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -0100 FAX: (6I4) 436 -6023 Seal P -oh =ition On Re —use and Copyr ght Notice the tformo;ron and specnca: ons contc wi:hir these draw ngs was prapered for usr; with the scope of work at the speci=fic locction inciccted. Use of this inlnrr -mien for nth -r i%•ojer:Is nl other !der-liars or differing scones of work u-less expressly autho -ized in wrilir by signing arch Inca aid ang•nacr n' rcr.ord Guth :'ing these documents is strictly prohibited by the law. Theses drawirgs anc spccif•cations, and the •nfo'mctior contr'nec within, are cnd sha re-nail t -e oroperty o' the ruthcr(s). lispiny, reprncuc 'on or use for nny but the saec ly agreed upon pJrposes without tie written authn izatior from the sig °ins architect and engineer of rear. a Lhuriny these docuu enLs i alriclly prohiL Led by tf e law These drawirgs anc specif••cations are subject without liriile _iun Lo aru.ec.iun ua an urchile :Aurul work .ruder - he Arrhiter•tivril 'r7nrks Copyright P A '.L :r' VAC) STORE TYPE & LEVEL: ❑ NEW ❑ RELOCATION El REMODEL ❑ OTHER YORE VOLUME: ❑ HIGH ❑ SMALL ® MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER LI RELOCATION ❑ DECADE -3 ® OTHER MILLWORK TYPE: ❑ BRUEWER ❑ D2-OX ▪ PISA ❑ OTHER LensCrafters' Standard Version Number. . 4 -14-08 STAFF Checked By • STAFF 0505 D3 Sheet 0505 Lenscrafters Project Number Architects Project No, 077 STOREFRONT ELEVATION & PLAN DETAIL A -2.0 EXISTING MAIL CONSTRUCTION TO REMAIN MALL FINISHES THIS AREA TO REMAIN EXISTING MALL SERVICE DOOR CONSTRUCTION TO REMAIN. SEE PLAN AND ELEV. A -2.1 4' HIGH GLAZING HEAD WITH FINISH TO MATCH 'Al' 4 ENLARGED SECTION A -2.1 5 � ENLARGED SECTION A -2.1 SCALE: 3/8' = 1 SCALE: 3' = I'-O" READ G 1 4 NG GIfANNEL • 'AI' FINISH TO BE • -TALLIED THIS SCALE: 3' = 1' -0" r - ±I . :.: 4 7 - ••: 1 .: maw ■emseM. INSTALL FRT. WOOD BLOCKING THIS AREA, AS/IF AIRED FOR GLAZING CHANNEL INSTALLATION. 5IM. INST FRT. WOOD KING THIS AREA, /IF REQUIRED FOR GLAZING GHA1L INSTALLATION. BIM. EDGE TRIM - BE INSTALLED TH AREA TO MATCH ADJAG 'MAP-10" EDGE TRI NOTE: GLAZING T1-115 ' = TO BE INSTALLED ALIGNED NTH -!--AGENT GLAZING, 55E ELEV. 0 III1 ■111I■III111IIIIIIIIII■III11II1 ■11111 — �IAP -lo SIDE ELEVATION AT STOREFRONT FINISH SEE SECTIONS AND DETAILS. NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPUER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPUER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. NSW TEMPERED GLASS RAILING BEYOND BY LANDLORD IIIIIiIIII ver '- - 7 „Y++ ...�... 3y-= : .- •yam: -.:_ , i- -� -.. f. X w �.,�-^�...:• - � ..-. -,tea. - .. - .- .. - -^-. -�....- .. .ter.:.. - - . - x ... 10' -6' +/- A.F.F. 10 112' + /- MATCH EXIST. // / / 5 / 111. NEW CEILING TRANSITION SOFFIT TO ALIGN ALIGN WITH WALL BEYOND SCALE: 3/4” = ILO" STOREFRONT SECTION THRU ENTRY DOOR 11 AFF. NEW MALL SEGOND FLOOR 15- -6° +/- VERIFY IN FIELD WITH LANDLORD MALL CONCOURSE /// °' -o° +/- A.F.F. slUr FINISH FLOOR 12' -6 "+ /- APP. V-On AFF. EI4TRY DOORS IO' -6 +/- APP. 1o'- 5I/2 ° +/ AFF. STOREFRONT NOTE: STOREFRONT SHALL NOT BE SUSPENDED FROM MALL BULKHEAD / STRUCTURE. ATTACHMENTS SHOWN TO MALL BULKHEAD / STRUCTURE ARE FOR LATERAL STABILITY ONLY. SUSPENDED LOADS FROM MALL STRUCTURE ARE LIMITED TO STANDARD CEILING SYSTEMS. 1 1 A -2.1 - = :; =:; / // // / / / TENANT SPACE SIDE SCALE- 3/4" = I'--O" + STOREFRONT SECTION THRU GLAZING CODED NOTES I. EXISTING MALL CONSTRUCTION TO REMAIN. TENANT G.G. TO TOUGH -{1P AS REQUIRED. COORDINATE WITH ON SITE MALL MANAGER 2. EXISTING MAIL DINER TO REMAIN. 3. EXISTING ROOF DECK CONSTRUCTION ABOVE TO REMAIN. 4. EXISTING SASE BUILDING STRUCTURE TO REMAIN. 5. EXISTING MALL BULKHEAD CONSTRUCTION TO REMAIN. FIELD VERIFY G.W.B. EXISTS THIS AREA FROM BOTTOM BULKHEAD TIGHT TO DECK CONSTRUCTION AE0VE. TENANT GG. TO SUPPLY AND INSTALL IF NOT EXISTING. 6. EXISTING MALL DUCTWORK BEYOND TO REMAIN. Z. NEW STOREFRONT FRAMING THIS AREA SEE STRUCTURAL SHEET 51.1 FOR ADDITIONAL INFORMATION. 8. 5/8" TYPE 'X' GAB. ON FRAMING AS REQUIRED. PAINT AS SCHEDULED Q. LAY -IN CEILING. INSTALL PER MANUFACTURER RECOMMENDATIONS. 10. SIGNAGE, C1=C DETAILS AND ELEVATIONS FOR ADDITIONAL INFORMATION. 11. CLEAR TEMPERED GLASS IN GLAZING HEAD AND BASE WITH "A -I' FINISH. SEE PLANS I ELEVATIONS FOR ADDITIONAL INFORMATION. SEF NOTE TO BUILDING DEPT. THIS SHEET FOR ADDITIONAL INFORMATION REGARDING STOREFRONT GLAZING AND ENTRY DOOR REQUIREMENTS 12. "MAP -10° STOREFRONT FINISH SYSTEM. SEE PLANS, DETAILS AND SHEET A -L2 FOR ADDITIONAL INFORMATION. NOTE: STANDARD INSTALL DETAILS ARE ON SHEET A -2.2. 13. "RILGO" RECESSED TRAFFIC COUNTER F.lEGTRONIG EYE AND /OR REFLECTOR IN ENCLOSURE @ 4'-6' AFF. SUF'PLIED BY TENANT AND INSTALLED BY G.G.. SUB. SHALL PROVIDE AND INSTALL GONCEALED CONDUIT 'UP' TO ABOVE FINISHED CEILING AND OVER TO GASHWRAP. PROVIDE FIRE RETARDANT TREATED BLOCKING AS REQUIRED. SEE DETAIL 2/A-2.2 AND ELECTRICAL DRAWINGS. 14. LEASE LINE. VERIFY LOCATION WITH ON SITE LANDLORD REP. 15. 5/8' TYPE 'X' GJNB. ON FRAMING AS REQUIRED. PAINT TO MATCH MALL FINISH THIS AREA. 16. NEN STRIP/COVE LIGHTING TO BE SUPPLIED AND INSTALLED BY LANDLORD. NOTE: LANDLORD TO SUPPLY AND INSTALL WIRING, SWITCHING ETC. 11. EXISTING LIGHT CAVE CONSTRUCTION THIS AREA TO REMAIN. 18. RECESSED GLAZED CHANNEL TO SE INSTALLED AT ENTRY, DOOR AND SIDELITE GLAZING. SEE DETAILS. Ia. FRAMELESS GLASS ENTRY DOORS WITH 'PATCH' FITTING HINGES. SO DETAILS, SHEET A-I2 AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 20. PIER CONSTRUCTION BEHIND SEE PLANS FOR ADDITIONAL INFORMATION. WHERE OCCURS, SEE ELEVATION r TYP. r I5'$ " +/- A.F.F. A VERIFY IN FIELD WITH LANDLORD 12-6' +/- A.F.F. MALL CONCOURSE SIDE o' -0' +1- AFF. FINISH FLOOR LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxotiica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: Engineer Title Date Drawn By • Checked By REV. 2 Marie Date By Description 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS A ° \ 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3-21 -08 BUILDING DEPARTMENT COMMENTS Al 3 -25-08 OWNER STOREFRONT CHANGES / 2 \ 4 -14-08 STOREFRONT UPDATES * maw eacms NO REVISION nos stir Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 PHONE: (480) 614 -3385 FAX: (480) 614 -02Oa EMAIL: DAVIDAUDKOW@GOX.NET Construction Manager. Stare Number 0505 PERMAMEUSA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -OIOO FAX: (614) 436 -6023 P•or ioition Ch Re—use and Cepyr - ght Notice the i formation and speci'ica-•ons contc - nec wi:hir these drawings was pr.:percd for use with the scope of work of the speciic locc:ion inciccted. Use of this ininrr•cIinn for rylhFr oje::Is of ot locrlinrs ur differing scopes of work u-less expressly autho -ized in wriiinr; by I1 c: signing nrcl - Icc:l old eng••rec:r o' rr.r.ord outhor•ing these documents is strictly prohibited by the low. Those drawirgs anc spccifcotrons, and -ho •nfo conrc•nec wchin. are cnd sha remain the property o' the cuthar(s). )ispiny, reproc.uc.-'nn or use for any but the seen fine ly agreed upon purposes w tie written authonizotior from the sig -inc, architect and engineer of reccrc o., thin lhe:ce documents is strictly prohibited by the law. TI -e:.e drawirgs anc specifcations are subject without lirrilejurr lu cuJyriyi u- eC.ion us an uruhileulurul wort .ruder - he Architectural 'Wnr<s Copyright P'ntectici Ara o' 1290 STORE TYPE & LEVEL: ❑ NEW ❑ RELOCATION REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL ▪ MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION DECADE -3 ® OTHER MILLWORK TYPE: ❑ BRUEWER ❑ 02--OX ▪ PISA ❑ OTHER LensCrafters' Standard Version Number. D3 Lenscrafters Proieat Number Architect's Project No, 077 STOREFRONT SECTIONS 4 -14 -08 STAFF STAFF Sheet 0505 A-2.1 SURFACE SYSTEMS (MAP) l SYSTEM 10 SURFACE SYSTEMS (MAP) I SYSTEM 10 SURFACE SYSTEMS (MAP) I SYSTEM 10 SURFACE SYSTEMS (MAP) I SYSTEM 10 SURFACE SYSTEMS (MAP)I SYSTEM 10 SURFACE SYSTEMS (MAP) SYSTEM 10 I SURFACE SYSTEMS (MAP)I SYSTEM 10 /4' THICK PANEL - 1r - 1161 -1 h ' /4` THICK PANEL THICK PANEL - / / / / 'mummy- ,_ 3/16' o . d \\u \\\ r ° • °. t . . _ 11/11111111 ... � � • . !! // / 4- d 4 d ' ,d d, G d A //// / / / /_ / /// /// / / 3/4' THICK PANEL .\�\ntut\r :µ= _I :w : :._.. :_ : :_; � ° o � 47 ° ° r ; 1 \\\\ , \.M\ -- EILING LINE THICK 3/4° 1. F , ,r � /// / 3/16' / / / / / /%// i A r r 1 ° 3/4 THICK PANE • ° ! d • / / / 3/16' / / /, / / / / / / ���/ 3/16 r v D `► . . D - =_ >>. /4' PANEL • . ° q - . ° v ' : ��_ :_ : : :- : :,.... :d - _ �.. := : ° Q . - ° 4 - D V r B I - h 3/16` ' _ FLOOR LINE ° 3/4 THICK PANEL HIDDEN MAIN RAIL I A HIDDEN CROSS SPLINE 1 B INSIDE CORNER DETAIL -- NL -770 EDGE TRIM I n Noe OUTSIDE CORNER DETAIL - NL -760 EDGE TRIM I D VERTICAL EDGE DETAIL - NL -770 EDGE TRIM I E TOP EDGE DETAIL - NL -770 EDGE TRIM F BOTTOM EDGE DETAIL - NL -770 EDGE TRIM G 0 0 cv SCALE: N.T.S. SIGN ELEVATION X STOREFRONT SIGN DETAIL 5' DEEP PAN CHANNEL LETTERS, ILLUMINATE NTH WHITE NSoN, MITE LETTERS BRONZE RETURNS R S AWMINIM CHANNEL. LETTER RETURNS STITCH WELD® W/ f' 38' I^IN15H WHITE TRANSLUCENT AGRYUG LETTER PACE WITH TRIM GAP TO MATCH REIN WHITE HD. 6500 NEON TUBE MP SUPPORTS AS RECURS] AWMINIM LEi Id< BACK PAINTED WHITE FASTENERS AS RIJIRE 06/28/06 LC-B-PC- 1 PAN CHANNEL LETTERS / NEON / WHITE DAY -WHITE NIGHT LETTERS / BRONZE RETURNS SIGNAGE VENDOR NOTES: TENANT SIGNAGE VENDOR MUST SUBMIT SHOP / INSTALLATION DRAWINGS TO LL & TENANT FOR APPROVAL PRIOR TO FABRICATION. SIGN VENDOR TO PERFORM FIELD SURVEY TO DETERMINE EXISTING CONDITIONS PRIOR TO FABRICATION SITE VISIT TO DETERMINE INSTALLATION METHOD. PLAN DETAIL SCALE: 1-1/2" = 1' -0" PLAN DETAIL SCALE 1 -1/2" = 1' -0" NOTE TO BUILDING DEPARTMENT STOREFRONT SUPPLIER / INSTALLER TO SUPPLY ENGINEERED DESIGN DOCUMENTS WITH CALCULATIONS TO THE BUILDING DEPARTMENT. THIS SUBMITTAL WILL BE ISSUED UNDER SEPARATE COVER STOREFRONT SUPPLIER / INSTALLER IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE STOREFRONT GLAZING SYSTEM INCLUDING BUT NOT LIMITED TO THE ENTRY DOORS. ��.. - ■ SCALE: N.TS. "RI LGC L ED UNIT W/ (2) COVER PLATE )NE PIECE) "RI LCO" METAL SWl TCH COVER PLATE (4) MOUNTING HOLES NOTE MOUNT "RILGO" REFLECTOR ON OPPOSITE COLUMN AT 4'-6 "6 A.F.F. 2 "RILCO" RECESSED TRAFFIC COUNTER Dos ® PLAN DETAIL CODED NOTES I. EXISTING MALL CONSTRUCTION TO REMAIN. TENANT GL. TO TOUGHS AS REQUIRED. COORDINATE w/ ON SITE MALL MANAGER. 2. EXISTING NEUTRAL PIER TO REMAIN. 3. EXISTING BASE BUILDING STRUCTURE TO REMAIN. 4. TENANT GL. TO SUPPLY AND INSTALL (I) ONE HOUR FIRE RATED ENCLOSURE FROM FLOOR SLAB TO DECK ABOVE IF NOT EXISTING. FIELD VITRIFY REQUIRE 1 FS. 5. 5/8' TYPE 'X 6J^NB. ON FRAMING AS REQUIRED. PAINT AS SCHEDULED. b. TEMPERED GLASS AS REQUIRED. SEE PLANS ELEVATIONS AND N OTE TO WILDING DEPARTMENT THIS 51-I ET FOR ADDITIONAL INFORMATION. 1. 'MAP -10' STOREFRONT FINISH SYSTEM. SEE PLANS DETAILS AND SHEEP A -L2 A-22 FOR ADDITIONAL INFORMATION. S. NB^I NEUTRAL PIER CONSTRUCTION TO BE INSTALLED THIS AREA. COORDINATE SUPPLY AND INSTALL RESPONSIBILITIES WITH LANDLORD. Q. 9RILGO' RECESSED TRAFFIC COUNTER ELECTRONIC EYE AND /OR REFLECTOR IN H■GLOWRE 0 4'-a' AFF. SUPPLIED BY TENANT AND INSTALLED BY GL.. SUB. SHALL PROVIDE AND INSTALL CONGEALED CONDUIT ° UP ° TO ABOVE FINISF P GEILIN6 AND OVER TO GASHNIRAP. PROVIDE FIRE RETARDANT TREATED BLOCKING AS REQUIRED. SEE DETAIL 2/A -2.2 AND ELECTRICAL DRAWINGS. 10. LEASE LINE VERIFY LOCATION WITH ON SITE LANDLORD RE'. 11. NEW DEMISING WALL CONSTRUCTION SEE PLANS FOR ADDITIONAL INFORMATION. L2. SHADING 1NDICATff BEARING STUDS. SEE STRUCTURAL DRAWING FOR ADDITIONAL INFORMATION. 13.3 5 /S' x 20 6A ME=TAL STUD FRAMING AT lb" o.G. AS REQUIRE?. 14. FRT. WOOD BLOCKING AS REQUIRED. 15. EXISTING CONSTRUCTION TO REMAIN. SEE PLANS FOR ADDITIONAL INFORMATION. lb. REMOVE EXISTING CONSTRUCTION THIS AREA AS REQUIRED FOR INSTALL NE BEARING STUDS. 51:E STRUCTURAL DRAWING FOR "MAP1O" STOREFRONT PANEL SYSTEM STANDARD INSTALLATION DETAILS SCALE: N.TS. LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: REV. 2 Mark Date By Description 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS •- IN - PROGRESS A 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 -21 -08 BUILDING DEPARTMENT COMMENTS Ai Engineer 3-25 -08 OWNER STOREFRONT CHANGES Title / \ 4 -14-08 STOREFRONT UPDATES * ASTERISK DWATEB 110 REVISION THIS SALT Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 55259 PHONE: (480) 614 -3385 FAX: (480) 6I4 -0209 EMAIL: DAVI DAUDKOIAW COX.NET PERMASTEELISA CLADDING TECHNOLOGIES fit ( er /OL al lG'G.ti 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (6I4) 436 -0100 FAX: (6I4) 436 -6023 Seal P•ahiition On Re —use and Copyr - ght Notice the i forno:ion and speci`ica: ons contc - nec wi-hir these dr swings was pr.,perod for rasr. with the scope of work at the specific locc:ion inciccted. Use of this iniorr-alir'n for ?Wier p•oje +:ls nl oltmr loer•linrs or differing scooes of work u expressly autho -ized in wiilinr.; by Ehc signing arrh•loc! a'rd nng•no<:r n" rcr,nrd autho -ing these docJments is strictly prohibited by the I a •r. Those drawirgs anc specifications, and :he •nfa mctior ccitc•nec within. are end sha remain t -e aroperty o` the cuthar(s). )isploy, reprocuc :'on or use for any but the saec'ficc ly agreed u pon purposes without tie written autho- izatior from the sig-inr architect and engineer of e arc a lhuriny these doeurr•enls is strictly profaned bj the low These drawirgs anc specifications ore subject without lir Tile - ion la cuJyriy•IL uru- eu.ivn us an urchiLeuLurul wc:rk .rnder - he Arrhiteotu -n1 Works Copyright Protentinn At L o' 1990. STORE TYPE & LEVEL ❑ NEW ❑ RELOCATION in REMODEL ❑ OTHER .a$T�..RE VOLUME: ❑ HIGH ❑ SMALL ® MID ❑ SMALL TOWN ❑ LOW ❑ OTHER 1„AB__ TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION ® DECADE -3 ® OTHER MILLWORK TYPE: ❑ BRUEWER ® PISA LensCrafters' Standard Version Number: Lensarafters Project Number Architect's Project Na STOREFRONT SIGNAGE DETAILS Date 4 -14-08 Drawn By • STAFF Checked B : STAFF Stare Number 0505 ❑ D2-0X ❑ OTHER D3 Sheet 0505 077 A-2.2 LeneGroFters, Inc. 1 y y I J, // r /' / /// /// / r / , /4, / ,, •.. // i V& d O . . "r° . . n4 . Mffli MEI IMMI 1 J, // r /' / /// /// / r / , /4, / ,, •.. // i V& 0 0 ELEVATION - LENS PROCESS ROOM SCALE 3/S" = I' -0° (P-32) SCALE: I/4" = I'-O" ELEVATION - RETAIL SALES DYI 1 GOB AIR OUTLET (SINGLE) -- (P32) P P 0 E NOTE: NE SHEET MEP -I AND MEP DRAWINGS FOR INFORMATION DESCRIBING DEVICE LOCATIONS AT FITTING COUNT, TYPICAL COMPRW AIR OUnET R0 EE AIR 4 'S . (P32) RR E E R / (OPe'I 6' -0' - FRP-2 SINK, SEE CN PLUHBING D_ DRAWINGS 62 0 (v5-$) 2 1 ELEVATION - LE PROCESS ROOM J SCALE: 3/S' = ILO" 46B 0 E E (P32) E AIR NOTE: DEVICES WITHOUT THE "E' DESIGNATION INDIGATE NEW DEVICE. SEE SHEET MEP -I AND MEP DRAWING{ FOR ADDITIONAL INFORMATION. TYPICAL (P-32) I SCALE: 3/8" = 1' -0' 0 c 16 I1 E E ELEVATION - LENS PROCESS ROOM 0 NOTE: 11-E "E" DESIGNATION INDICATES EXISTING DEVICE TO REMAIN. SEE SHEET MEP -I AND ME3' DRAWINGS FOR ADDITIONAL INFORMATION. TYPICAL P P / / SCALE: 3/S' = I' -0° AIR 0 E 0 E ELEVATION - LI3J5 PROCESS ROOM P 11 ru,...ur :� =1■1.1.1wrrrwwrfn13=.,g�,- �v.�x � . _ �_..� _ _ , _ _.. ;, x;w14:111210 U w .re ELEVATION - RETAIL SALES SCALE: I/4' = I'-O" (P -32) SCALE: I/4' = COMPRESSED AIR OUTLET 9 ( F32) IBFVATION - RETAIL SALES V)b t b3 LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxotpca Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: REV. 2 Mark Date By Description 2 -1 -08 LANDLORD SUBMITTAL 9096 PRINTS - IN - PROGRESS / ° \ 2-6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL n 3 -21 -08 BUILDING DEPARTMENT COMMENTS A 3 -25-08 OWNER STOREFRONT CHANGES 4 Kn 4 -14-08 STOREFRONT UPDATES * ASTERISK INDICATES NO REVISION nue SFEET Architect DAVID A. UDKOW, ARCHITECT I 188 NORTH 115 WAY SCOTTSDALE, AZ 85259 PHONE: (4S0) 6I4 -33S5 FAX: (4S0) 614 -0209 EMAIL: DAVIDAUDKON @COX.NET Construction Manager. Engineer PERMASTEELISA CLADDING TECHNOLOGIES / r >I 101 • c r al 5 °r`U 7:_: 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL. INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON E3RIDGE RD. SUITE 100 WORTHINGTON, OH 430S5 PHONE: (6I4) 436 -0100 FAX: (6I4) 436- -6023 Seal P - ohioition On Re —use and Ccpyr Nctice • the i °forma :ion and speci`ica: ons contc - nec wi:hir these drawings won pr.:perr.d for use with the sccpc of work at the speci Iocc ;ion inciccted. Use of this inI rr-olir'n for nlh =r i:•ojei rrl olh?r Iorr•linrs or differing scones of work u - less expressly outho -ized in willing by Irc signing arch•loci and rng•nrr.r o rc:r.ord au'ho'ing these documents is strictly prohibited by the luv. TI- - c drawirgs anc spccif'catians, and :ha nfc- mctior coitc•nec within. are cnd sha re'nain t -e property o= the cuthcr(s). )isplay. reprocuc:'on or use for any but the spec ficc ly ogreed upon purposes w•thout tie written aurhoyizatior from the sig• tine architect and engineer of rei_oru u..11iuririg these dacurr•enl:; i lriclly prahiL'led by the low. TI drawirgs anc specifcations are subject without lir ilc.ion la oa�y ia'il rrtr- ec.ion as on orahileulural wr, .rnder -hp Arrhitectuml Wnr s Cnpvright P'oter-ticn Acl a 1:;90 YORE TYPE & LEVEL; ❑ NEW ❑ RELOCATION ▪ REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH • MID ❑ LOW ,LAB TYPE: ❑ REBUILT ❑ GERBER ® DECADE -3 (MU M: ❑ BRUEWER ❑ D2--OX ▪ PISA ❑ OTHER LensCrafters' Standard Version Number. Lenscrafters Project Number Ardilect's Project No. Title INTERIOR ELEVATIONS ❑ SMALL ❑ SMALL TOWN ❑ OTHER ❑ MODIFIED ROSEVILLE ❑ RELOCATION IN OTHER D3 0505 077 Store Number REV. I/15/01 C) LensGraFters, 0 0 CV DEf05 SDET LENSGRAFIERS 0 DET32 OFFICE AREA 0 0 0 0 0 0 J WALL SECTION SCALE: 3/4" = 1' -0" FURRING AT DCTG CMU DEMISING WALL (3 5/8" STUDS) 1'4 HOLD WALL SECTION SCALE: 3/4" = 1' -0" P-34 SCALE: 3/4" = 1' -0" P-32 WALL SECTION SUSPENDED ACOUSTICAL CEILING REFER RI59LECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING CONCRETE BLOCK DEMISING PARTITION 3 5/8' x 20 GA. METAL STUDS AT 16" O.G. Y9/ 5/8" TYPE "X' GYRED. ITENANT SIDE EXTHV GYP. BD. TO b' ABOVE FINISHED CEILING I$IGHT NOTE: WALLS SHALL laE PLU13 TO WITHIN I /4" TOP BOTTOM AT MILLWORK LOCATIONS ADJACENT SPACE NOTE: REFER DIVISION OF WORK DWG. A-0.I, FOR SUPPLY/ INSTALL INFORMATION. BASE PER FINISH SCk ULE, REFER SPECIFICATION SGA E, SET. A -I2 DIAGONAL METAL STUD BRACING AS REQT7. FASTEN AT 48" OL. (TYPICAL) SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING PARTITION 3 5/8' x 20 GA. METAL STUDS AT 16" O.G. w/ 5/8" TYPE "X' GYP. P. EXTEND GYP. BD. TO 6' ABOVE FINISHED CEILING HEIGHT IN REFER TO DWG. A-ID FOR CEILING HEIGHTS, BULKHEAD FEIGHT5 AND DEPTHS. 3 5/8" x 20 GA. METAL 5TUD5 AT 16' OL. IW/ 5/8' TYPE 'X' GYP. BD. TENANT SIDE NOTE: WALLS SHALL BE PLUM TO WITHIN 1/4' TOP I BOTTOM AT MILL ORK LOCATIONS BASE PER FINISH SCHEDULE, REFER SFEGIFOA11ON SCHEDULE, SHHT. A-I2 1/26/07 PERIMETER SOFFIT FURRING ® EXISTING DEMISING WALL 2/1/06 DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, A5 REG'D. FASTEN AT 48' OL. (TYPICAL) sED ACOUSTICAL CEILING REFER REFLECTED CEILING FLAN FOR CEILING HEIGHTS 3 5/8' x20 SA. METAL STUDS AT 16" O.G. W/ 5/8° TYPE "X" GYP. BD. BOTH SIDES EXTEND GYP. BD. TO 6° ABOVE FINISHED CEILING HEIGHT REAR DWG. A-LO FOR BULKHEAD I-EIGHTS RETAIL AREA WIDE BULKHEAD 2/1/06 DET40 5DET DET34 P DE I N 1 LENSCRAFTERS WALL SECTION SCALE: 3/4" = 1' -0" WALL SECTION SCALE: 3/4" = 1' -0" P--32 PLAN DETAIL SCALE 3" = 1' -0" WALL SECTION SCALE: 3/4" = 1' -0" FED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING CONCRETE BLOCK DEMISING PARTITION 1 3/8" x 20 GA. METAL STUDS AT 16' O.G. w/ 5/8" TYPE "X' GYP. W. TENANT 5II EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT NOTE: WALLS 5HKL1 BE PLUIr TO WITHIN 1/4' TOP 4 BOTTOM AT MILLWORK LOCATIONS ADJACENT SPACE NOTE: REFER DIVISION OF WORK 17146. A-0.I, FOR SUPPLY/ INSTALL INFORMATION. BASE FER FINISH SCHEDULE REFER SPECIFICATION SGEDLLE FURRING AT EXTG CMU DEMISING WALL (1 3/8' STUDS) DIAGONAL METAL STUD BRACING AS RE ID. FASTEN AT 48 OL. (TYPICAL) aroPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING PARTITION 3 5/8' x 20 GA. METAL STUDS AT 16' OL. w/ 5/8' TYPE "X" GYP. BD.; EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT IN REfER TO DWS. A-IA FOR CEILING 1-E16HT5, BULKHEAD HEIGHTS AND . 5/8' TYPE 'X' &W. BD. NOTE: WALLS SHALL BE PLUMB TO WITHIN V4' TOP 4 BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SGFIEDULE, REIN SPECIFICATION 5GFIt 'ULE, SETT. A-I2 PERIMETER SOFFIT DCISTING DEMISING WALL 'PROVIDE CLEAR GORIER GUARDS AT ALL OUT5IDE GYP BD CORNERS 3 5/8' x 20 GA. METAL STUDS AT 16" OL. w/ 5/8' TYPE 'X" GYP. BD. I 3 /4'X 3/4' GLAZING CRAWLS ALL SIDES I"V A -I FINISH. TYP. 114' CLEAR TEFFE EP GLASS POLISF-ED EDGES (DJ1T JOINTS) BUTT GLAZING o FINISHED WAIL 1 /4' MAX PASS TROUGH JAMB DIAGONAL METAL 5T1JD BRACING TO STRUCTURE ABOVE, AS REQ'D. FASTEN AT 48' OL. (TYPICAL) 9.1SFENDED ACOUSTICAL CEILING REFER R>FLEG1W CEILING PLAN FOR CEILING HEIGHTS 3 5/8" x 20 GA. METAL STUDS AT I6" O.G. w/ 5/8" TYPE 'X' GYP. BD. BOTH SIDE EXTEND GYP. BO. TO e ABOVE FINISHE=D CEILING WEIGHT REFER DWG. A- ID /A-3D FOR BULKHEAD I-EIGHTS/FINISFES. TYPICAL BULKHEAD 0211106 (/26/07 2/1/06 2/1/06 DET03 SPET VETT! f ♦ ♦ RETAIL AREA , WALL SECTION SCALE: 3/4" = 1' -0" FURRING AT EXISTING DEMISING WALL I'-b" HOLD WALL SECTION SCALE: 3/4" = 1' -0" O 0 0 SCALE: HALF SIZE X ► ► 7 DETAIL ELEVATION SUSPENDED ACOUSTICAL CEILING RERER RERECTED CEILING PLAN FOR CEILING HEIGHTS EXISTING DE3115ING PARTITION 3 5/8" x 20 GA. METAL STUDS AT 16' OL. W/ 5/8' TYPE 'X' GYP. BD. TENANT SIDE EXTEND GYP. P. TO 6" ABOVE FINISHED CEILING HEIGHT NOTE: WALLS SHALL BE PLUM TO WITHIN I/4° TOP * BOTTOM AT MILLWORK LOCATIONS 1 ADJACENT SPACE NOTE: REFER DIVISION OF WORK DNS A -0.I FOR SUPPLY/ INSTALL INFORMATION. BASE PER FINISH ,ten EDULE, RYER SPECIFICATION SGHE, 51IT, A-I2 DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REQV. FASTEN AT 48' OL. (TYPICAL) 5051 ACOUSTICAL CEILING REFER REFLECTED CEILING FLAN FOR CEILING HEIGHTS 35/8 "x 20 GA METAL STUDS AT 16' OL. rY/ 5/8 TYPE 'X' GYP. BD. ON ONE OR B01115IDE5 AS REWIRED. :IL PLANS. EXTEND GYP. BD. TO b' ABOVE FINISHED CEILING WEIGHT; RB$2 TO D146. A-I.0 FOR CEILING 1-EI6WT5, BULKHEAD HEIGHTS AND DE3 'TES. NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4' TOP # BOTTOM AT MILLWORK LOCATIONS BASE PER FINISH SCHEDULE, REFER SPECIFICATION SCHEDULE, SET. A-12 PERIMETER SOFFIT LINE of WALL 1/4" CLR. GLASS 3/4" X 3/4" GLAZING CHANNELS ALL SIDES PI/ 'A -I' FINISH HIDDEN CLIP W/ GOUNTERaNK FLAT HEAD SGRHBIS AS REQ'D, TTP LINE OF MILLWORK COUNTERTOP, GOORD. GONST QXT10N AS REQD PASS -THRU GLAZING 2/1/06 1/26/07 2 -I -06 DET38 DET07 DETIO WALL SECTION SCALE: 3/4" = 1' -0" 0 0 0 ► WALL SECTION SCALE: 3/4" = 1' -0" INTERIOR ONE HOUR RATED U.L #465 1/2° 0 0 0 I 1 WALL SECTION DIAGONAL METAL 51UD BRACING TO STRUCTURE ABOVE, AS RERD. FASTEN AT 48' OL. (TYPICAL) SUSPENDED ACOUSTICAL GEILIN ' REFER RFREGTM CEILING PLAN FOR CEILING FEI6I•IT5 3 5/8" x 20 6A. METAL STUDS AT 16" O.G. IH/ 5/8" TYPE "X" GYP. BD. BOTH 50E5 EXTEND GYP. BP. TO b' ABOVE FINISHED CEILING HEIGHT NOTE: WALLS SHALL BE PLUMB TO WITI-HN 1/4' TOP I BOTTOM AT MILLWORK LOCATIONS BASE PHZ FINISH SCHEDULE REITZ SPECIFICATION 5G$DULE ONE -SIDE GYP. BD. ATTACH METAL STUD RUNNER TO UNDERSIDE OF ROOF STRUCTURE PROVIDE FIRE BARRIER SEALANT-DEPTH AS REWIRED BY ABLY RATING SUSPENDED ACOUSTICAL CEILING REFER REFLEGTED CEILING PLAN FOR CEILING HEIGHTS 35 /6'x GA. METAL 511105 AT 16" OL. ri/ 5/8" TYPE "X` GYP. W. 5011-I 510£ EXTEND STUDS AND GYP. W. TO UNDERSIDE OF DECK ABOVE U.L. DESIGN 411465 NOTE: WALLS SHALL BE PLUM TO WITHIN I/4" TOP rl: BOTTOM AT MILLWORK LOCATIONS NOT ALL PENETRATIONS THROUGH WALL SHALL BE FIRE GAUL1:E7 TO MAINTAIN ONE HOUR RATING BASE P132 FINISH SGHEDLLE, REFER SPECIFIGAIION SCHEDULE, SET. A-12 DIAGONAL METAL STUD BRACING TO STRUCTURE ABCNE, AS READ. FASTEN AT 48' O.C. (TtrFICAL) 1 51.15F ENDED ACOUSTICAL GeuNEr, Rem TO REFLECTED CEILING PLNI FOR CLUNG 1-E3614T5 DOPI1 I6HT; REFER TO ELECTRICAL DW65 . 3 5/8' x 20 6A. METAL 5TUD5 AT I6" OL. wl 5IS' TYPE 'X' 6YP. BP. BOTH SIDES EXTEND W. BD. TO 6' ABOVE FIHI51 MU* HEIGHT E6LAZING CAMELS ALL SIDES IRB9ER SPECIFICATION SCHEDULE I 1 /4' CLEAR. T GLASS POLISHED E D6E5 1 6' HIGH x 48'W1DE PA55 -THR1.1 OPENING 2' x 4' FR WOOD BLOCKING. MILLWORK BY OTTERS 02/1/06 BASE PER FINISH SGHEPU1..E, REF. SPEGIFIGATION 5GFE7ULF, SET. A-12 SCALE: 3/4" = 1' -0" AT PASS-THRU WHEN REMOTE FROM RETAIL 2/1/06 2/1/06 DEr06 DETI 1 DET13 WALL SECTION SCALE: 3/4" = 1 ' -0" 0 0 0 C WALL SECTION r m 5/8" 1/2' 0 II II l; J WALL SECTION DIAGONAL METAL STUD BRACING TO 5TRUGTURE ABOVE, AS REO'D. FASTEN AT 48' OL. (TYPICAL) TENANT G.C. TO INSTALL ONE LAYER 5/8' TYPE 'X° 6J4I.B. BE WEE N STUDS THIS AREA. TArFE AND CAULK AS REQUIRED 50 AS TO PREVENT SOUND BATTS BEING EXPOSED TO PLENUM AREA QED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHT& 5 /8 °x20 OA. PETAL STUDS AT I6' OL. w/ 5/8° TYPE °X' GYP. BD. BOTH 510E5 EXTEND GYP. BD. TO b' ABOVE FINISHED CEILING I -EIGHT NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4' TOP 4 BOTTOM AT MILLWORK LOGA110■5 CONT. FULL THICKNESS SOUND BATT ATTENUATION BASE PER FINISH SCHEDULE, RED? SPECIFICATION SCHEDULE, SHE. A -I2 Wio3 ATTACH METAL STUD RUNNER TO UNDERSIDE OF ROOF STRUCTURE. PROVIDE FIRE BARRIER SEALANT-- 013=7H AS REQUIRED BY ASSEMf3LY RATING SUSPENDED ACOUSTICAL CEILING REFER RESTED CEILING PLAN FOR CEILING HEIGHTS 3 5/8' x 20 GA. METAL 51U05 AT 16' OL, LAYERS 5/8" TYPE °X' GYP. BD. BOTH SIDES EXTEND STUDS AND GYP. W. TO UNDERSIDE OF DECK ABOVE UL DESIGN II)403 NOTE: WALLS SHALL BE PLUMB TO WITHIN 1/4' TOP I BOTTOM AT MILLWORK LOCATIONS NOTE: ALL PETRAT10N5 THROUGH WALL SHALL BE FIRE CAULKED TO MAINTAIN ONE FOR RATING NOTE: REFER DIVISION OF WORK DWG. A-OJ FOR SUPPLY/INSTALL INFORMATION ADJACENT SPADE BASE PER FINISH SCHEDULE, REFER SPECIFICATION SCHEDULE, 514T. A-I2 SCALE 3/4" = 1' -0" TWO HOUR RATED DEMISING U.L #403 1 � L W/ SOUND BATTS DOPWLIGHT; REFER TO ELECTRICAL DWI. 3 5/8' x 20 6A. METAL STUDS AT I6` OL. rt/ 5/8' TYPE 'X' GYP. BD. BO114 SILX=S MEND 6W. BD. TO 6' ABOVE FINISHED CEILING HEIGHT 1/4' GEAR TEMPERED 6LA56 POLISHED EP I SEE DETAIL I6/A-4.0 FOR G1 AZIN6 CHANNEL INFORMATION THIS AREA I 6' HIGH x 48" WIPE PA6S -TH2U OMAN& 2' x 4 FR. WOOD BLOGKIN6 MILLWORK BY OTT- RS 2/1/06 2/1/06 2/1/06 SD DIAGONAL METAL STUD R3RACIN6 . TO STRUCTURE ABOVE, AS READ. FASTEN AT 48' OL. (TYPICAL) SUSPENDED ACOUSTICAL CEILING; RB9ER TO DWG. A-I.0 FOR HFI614T GYP BD. CM '; REFER TO DWG. A-ID FOR HEIGHT' AND FINISH SCHEDULE GLAZING CHANNELS ALL 510E5 REFER SPECIFICATION SG41EGULE BASE PER FINISH SGEDULE, REF. SPECIFIGATION SCHEDULE, SET. A-12 LENS PROC r5 ROOM PLATFORM CONSTRUCTION SCALE: 3/4" = 1' -0" AT PASS -THRU WHEN ADJACENT TO RETAIL PET01 DET04 I 2 WALL SECTION SCALE: 3/4" = 1 ' -O" WALL SECTION WALL SECTION SCALE: 3/4" = V-0" 1 1 DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REGD. FASTEN AT 48" 0.G. (TYPICAL) QED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS 3 5/8' x 20 GA. METAL STUDS AT I6" OL. 119/ 5/$" TYPE "X` GYP. IUD. BOTH 51DES EXTEND GYP. W. TO 6" ABOVE FINISHED GEILING HEIGHT NOTE: WALLS SHALL BE PLUMB TO WITHIN I/4' TOP I BOTTOM AT MILLWORK LOCATIONS G 0 0 0 BASE PER FINISH SCHEDULE, REFER SPECIFICATION SCHEDULE, SET. A-I2 ATTACH METAL STUD RUINER TO 110E OF ROOF STRUCTURE PROVIDE FIRE BARRIER SEALANT DEPTH AS :�... REQUIRE? BY ASSEMBLY RATING SUSPENDED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS 3 5/8' x 20 GA. METAL STUDS AT 16' O.G. w/ 5/8" TYPE 'X' GYP. BD. 130TH SIDE& EXTEND 511JD5 AND GYP. W. TO UNDHEIDE OF DECK ABOVE IJ.L DESIGN 40465 NOTE: WALLS SHALL BE FILM TO WITHIN 1 /4' TOP * BOTTOM AT MILLWORK LOCATIONS 0 0 0 . _J C�. NOTE: ALL PENETRATIONS THROUGH WALL SHALL BE FIRE CAULKED TO MAINTAIN ONE HOUR RATING NOTE: REFER DIVISION OF WORK DWG. A-0.I FOR SIPPLYANSTALL INFORMATION ADJACENT SPACE TYPICAL BAS FM FINISH SCHEDULE, REFER SPECIFICATION SGFEDIAE, SHT. A -12 SCALE: 3/4" = 1 - 0 " ONE HOUR RATED DEMISING U.L #465 2/1/06 2/I/06 TENANT 6.C. TO INSTALL ONE LAYER 5/8' TYPE 'X' 6J1B. BETWEEN STUDS THIS ARI=A TAPE AND CAULK AS REWIRED 50 AS TO PREVENT SOUND BATTS BEING EXPOSED TO PLENUM AREA DIAGONAL METAL STUD BRACING TO STRUCTURE ABOVE, AS REG D. FASTEN AT 48' O.G. (TYPICAL) SVSFft DED ACOUSTICAL CEILING REFER REFLECTED CEILING PLAN FOR GEIUNG HEIGHT5 35 /8'x20 GA. METAL STUDS AT 16' OL. w/ 5/8' TYPE 'X' GYP. BD B0114 SIDES; EXTEND GYP. W. TO 6 ABOVE'. FINISHED CEILING HEIGHT; REFER TO DWG. A-ID FOR CEILING HEIGHTS, BULKHEAD HEIGHTS AND DEPTHS. CONT. FULL THICKNESS SOUND BATT ATTENUATION NOTE HALLS SHALL BE PLUM TO WITHIN I/4' TOP I BOTTOM AT MIIIWORK LOCATIONS BASE FER FINISH SCHEDULE RIERER SPECIFICATION SCHEDULE (/26/01 RETAIL ILLUM. SOFFIT - SOUND BATE WALL LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxottica P Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number REV. 2 Revisions: Mark Date /3\ 2 -1 -08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS Engineer By Description / \ 2-6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 -21 -08 BUILDING DEPARTMENT COMMENTS *A 3 -25-08 OWNER STOREFRONT CHANGES / 2 \ 4 -14-08 STOREFRONT UPDATES ,' ASTERISK INDICATES NO REVISION MS sir Architect DAVID A. UDKOW, ARCHITECT I 188 NORTH 113 WAY SCOTTSDALE, AZ S5251 PHONE: (480) 614 -3355 FAX: (480) 614 - 0209 EMAIL: DAVI DAUDKOW G OX.NET PERMASTEEUSA CLADDING TECHNOLOGIES ti=.4 fluster? 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@PERMASTEELISAUSA.COM DAVID W. MULLEN 458 E. WILSON BRIDGE RD. 51117E 100 WORTHINGTON, OH 43085 PHONE: (614) 456-0100 FAX: (614) 436 -6023 P- cihipition On Re —use and Copyr'ght Notice Ihc' i- forma:Ion and speci`ico: ons contc'nec wi:hir these drawings war- prapernd for use with tho scopr: of work at the specific locc:ion inciccted. Use of this irr ^aline for nlh�r Is•nje::1m. nl oIhHr locrliors or dif+ering scopes of work u °less expressly outho -ized in wriiinc by Ihc: signing nrch'Icc.l aid eng'noc:r o rcr.ord autho -ing these documents is strictly prohibited by the low Thcsa drowirgs one spccifcations, and :ho nfa co- tc'nec wl:hirl, are cnd she re-nail t -e property o` the cuthor(a). )ispiny, reprncuc;'on or use for any but the spec'ficc ly agreed .ipon purposes w tie written autho ^izatior from the sig ^ins architect and engineer of reuurc u..lhuring lfieye duuurr•era i strictly prphib led by the law. These drawirgs anc specifcations are subject without lir r lu.iors lu cojyrig•rl uru.ec.iurl us an uruhileclural work ,radar - he Arrhiter:turnl Wnr <.s Copyright P'nteetir.n A_l o• 1390 STORE TYPE Ng LEVEL• ❑ NEW ❑ RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL II MID ❑ SMALL TOWN ❑ LOW ❑ OTHER LAB TYPE: ❑ REBUILT ❑ MODIFIED ROSEVILLE ❑ GERBER ❑ RELOCATION J DECADE -3 I OTHER MILLWORK TYPE: ❑ BRUEWER ❑ D2 -OX ▪ PISA ❑ OTHER LensCrafters' Standard Version Number: D3 Lenscrafters Protect Number Archrtect's Project No, 077 • Title SECTIONS AND DETAILS 0505 DET09 2/1/06 DETIS • 02/16/06 DEl 02/16/06 DETIS 02/16/061 DETI5 02/16/06 DET36 02/16/06 'PAPER TOM_ D151' 1 PAPER TOYS.. DID BY OWN®Z 2 � \ FI2P 2 1 PAPS R. TOWEL DISPENSER BY OWNER 0 0 ^ ^ !FAUCET 1 FAUCET I BY OMER 1 FAUGI =T I FAUCET FRP-2 I f i f i PROVIDE (2) 2'x2'xl8' 3/16'114K. AWMINl1M ANGLE WITH ROUNDED OFF Lf AD EDGES 5EGl1RE TO KNEE WALL PROVIDE (2) 25c2"x18" 3A6"THIK ALUMINUM ANGLE WITH RDU OFF LEAD SEGURET WALL. — , I PROVIDE (2) 2�'xl8' 3/16'TrHK. ALUMINUM ANGLE WITH ROWED OFF LEAD t SECURE TO KNEE WALL. i PROVIDE (2) 25:25d8' 3A6•THK. ALUMINUM ANGLE WITH ROUNDED OFF LEAD EDGES SECURE TO KNEE WALL. `t ° 7'1 1 ; 1 1 1 J J - r 1 1 I 1 1 ' i , I 1 I i , 1 PROVIDE (?) 25c25c18' 3/16•11-1K. ALUMWUM ANGLE WITH HOMED OFF LEAD EDGES TO KNEE WALL. 1 1 I _1 J ; i L ; i LL_ ; ; L L B 0 SUSPENDED ACOUSTICAL CEILING m p n � 1 • 1 m .J I I 1 .► 1.- , I _ 1 1 r 1 o � T T _ I i?E�70YAf3LF SINK 1 5K-5' I f2f Al T - 1 1 REMOVABLE SINK 'SK-5' IREf�R PLUhl31NC� MAKINGS I MIUJMORK BY 011 S Fi J�QBLE HOSE o N �� 1 , 1 I 1 IFAd1GET I A SINK 5K-5 RL R PLUME31 DRAWING I � _ REMOVABLE SINK I PLUhBIN6 DRAWINGS — f3TR REFLECTED CEILING PLAN R'5K-5' FOR CEILING HEIGHTS „� MO 1 REMOVABLE SINK SK-5' REFER P11A 31N6 DRAWINGS 1 I 1 1 1 i m I 1 I O m I 1 i - I 1 WI�� I (; � 1 " r> r� � i PM■ I 1 , a, I 1 i I i 1 1 �••w !� 2 PLUMBING DRAWINGS I MILLWORK f3 t' 011$85 I ftEX LE HOSE # ! MILLWORK BY OTHERS 1 FLEXIBLE E H05E Var�, I 4�i � � in , , I , 1 ry MILL SY 011 5 FLEXIBLE HOSE I 1 1 I 1 I` 'MILLWORK BY OTHERS I FLJ�C HOSE r o, SINK 5 5 , 0 , rr' O 5/8 ■ x 20 6A. METAL ■ — 51105 AT I6 OL. w/ 5/8 TYPE "X` GYP. BD. 130TH 5101 =5 EXTEND GYP. P. TO 6' ABOVE CEILING HE16HTT I I I 1 I 1 ,...d 1 I I 1 i 1 1 1 i Il i 1 I I MOP SINK 'S5 , REFER f'I IN6 DRAWINGS +H 5PEGIFIGATION SGHEDUF RE LOVABLE SINK '5K3' REFER I � SPECIFICATION DRAWINGS MIN MOP SINK 'S5 , PLUMBING DRAWINGS SPECIFICATION SCHEDULE 1 , MOP SINK 'S5 REFER PLUMBING DRAWINFf 4 5P6GIF1GAT10N 5GHt87ULE MOP SINK '55' REFER PLUMBING DRAWINGS 4 SPECIFICATION BGFEDIRE — - c r J t 7- 1 PLUMBING DIRAWIN65 SPECIFICATION SCHEDULE MP MP � REMO1/ABl E SINK 5K-5' IREFHZ P1�1ME31NG DRAWINGS 4 SPECIFICATION SCHEME. (� WW1/ABLE SINK 5K-5' IRff� PLUMING DRAWING t SPECIFICATION SCF I LE. e R>~NL01/ABLF SINK SK-5 I RZFER PLUMBING DRAWINGS 4 SPECIFICATION SCHEME ` 4 MP REMOVABLE SINK ��-K- ' FIBERGLASS REINFORCED POLYESTER S1T32 P, 3.5 f RP 2' Ad1GFT W/ HOSE LEADER CAULK .JOINT BEIYEN 'FRP -2 AND MOP SINK 55 NEW MOP SINK RE MECHANICAL BASE FM FINISH SGFEDULE, REFER SPECIRGAT10N SCtEllU_E, S I T . A-12 � 1 � I� H J L / 0 IF 1 I —, - ► L 1 1 1 1� --1 � - ~ ' `� ”` - Ni - 1 I - 4 SPECIFICATION SGFEPUL MI OTFERS LLWORK BY CAULK ALL JOINTS AROUND 'FRP 2' AND MOP 5W .' TRY Y7 Ir iII MILLWORK BY OTfEF5 GM. ALL JOINTS AROUND 'FRP 2 ' AND MOP 5INK c" O i 1 - - X. _ Q CAULK ALL JOINTS AROUND 197P 2' AND MOP SINK O l C A ULK ALL JOINTS ARCV1 D I VRP- AND MOP 5I 2 5114K 8 CA AL L .JOINTS A RUM:) I 'FRP -2' AND MOP SIN K J • , 1 I 1� 1 i l i II I KN� WALL I I MILLNbRK BY OTHERS; KNEE WALL 1 I �'I MILJJ^rox. BY OTHERS' KNE1� WALL I I MILLY�IORK BY OTH®RS KNEE WALL j I L �•� I I KNEE WALL _ �-I j , L - ♦ 2� 0■ RMOP EFER ��� DRANGS 4 SPECIFICATION SCHEDULE I" x I" 2-0' � k I ' X I' ALUMNM CORNIER 6AURD5 (4 REQUIRED) MOP SINK '55', B13OW 4. 2-0' 1 1 x 1 1 ALUN11N1M CORNER GOURDS (4 REWIRED) MOP SINK '55', BELOW 2-0" I' x I' ALUMINUM CORNER 614URD5 (4 REQUIRED) MOP 5W 'SS', BELOW 4' 2-0 I' X I" ALUMINUM CORNER GAURD5 (4 REQUIRED) MOP SINK 'SS; BELOW REFER FUMING � � 5P6GIFIGATION 5U�E ' ETAIL DETAIL /^ WALL S ECTI � N �� � � 5x11E DETAIL REFER �� � E SPECIFICAON SGDUL.E D �� � DETAIL D ET AIL GOURDS (4 RE�Il11RED) �./ - � SCALE: 3/4 n = 1 -0 n AT MOP SINK SCALE: 1/2 n �_ = 1 0 n MOP SINK /LOW WALL SCALE: 1/2 n = 1 -O n MOP SINK /LOW WALL SCALE: 1/2 u = — 1 a -0 n MOP SINK /LOW WALL SCALE: 1/2 n = - 1 -0 n MOP SINK /LOW WALL �_ SCALE: 1/2 u = 1 0 n MOP SINK /LOW WALL DET22 VINYL TILE 2/1/06 I SEE FINISH 5GH®lAE I 3' BHA STAINLESS PLATY ATTACH TO EXIST. SLAB BELOW AND GROUT SOLID. PROVIDE SMOOTH 1RAN51110N TO HOOD FLOORING DET20 WOOD FLOORING 2/1/06 TRMSITION STRIP (Tr8) I PBZ PLANS AND 5GF®ULI =S DEER 2/1/06 FIN151-ED IN STAIN (1^ (y - � DEf12 2/1/06 DE 11 00.0 I 0 3 2/1/06 x 4' FR WOOD BLOCKING /8'x206A. ■X. GYP. OD. BOTH 511 SUPPORT ANGLE -a "X1/8', PLACE AT 48' TO FLOOR W/ DRIVEN ANCHOR BOLTS BRACE TO STUDS PER FlNI51-1 SCHEDULE, REFER SGFDULE SIT. A-12 DETI4 2/1/06 I I PL-I0 ■ C t WALL GAP BY 6L. x 4' FR WOOD BLOCKING CAULK A51�Q'D I I2' 1 PL -101 MALL FLOORING A5 REGD. LINE OF EXISTING co GRE SLAB CENTERLINE of RILING GRILLE NOTE: PREPARE EXISTING CONCRETE SLAB AS 86811887 TO PROVIDE LEVEL TRANSITION TO MALL FLOORING. DETAIL WALL GAP BY G.G. I CAULK A51RKT'D 13 GL. 12" x 4" FR. WOOD BLOCKING x 20 GA. NATAL °L. �,� /& 'X' GYP. BD. BOTH SIDES \ \ \ \ L,\ f \ I l r') ` E ' 'MALL FL00R1N5 AS REQ'D. LIi� OF �QSTIN6 CONCRETE SLAB 'CENTERLINE OF ROLLING GRILLE ` mac .o-f I ,- _ ♦ FLR , 1' k m 12' ■ _ I . �—I L - BY G.G. L 0 _ MILLWORK BY GENERAL CONTRACTOR 0 0 0 I 1 PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. DETAIL IT BLOCKING TRANSITION 35 1 5TUDSATI6'0L.N/5/8' - - - - - OD r METAL TYPE � 5� BOTH SIDES 3 5/8' I 5TUD5AT16 — 3 5/8'x20 GA. METAL STUDS AT 16' O.C. P4/ 5/8' TYPE 'X' GYP. ED. BOTH 51DT5 P1°C GO ®�ED ���� APR - 3 2ga NOTE: CONCRETE TO TO PROVIDE MALL PREPARE= EXISTING SLAB AS REQUIRf37 LEVEL TRANSITION FLOORING. TRANSITION CODE TYPE TYPE SCALE: HALF SIZE TS -8 - MALI TO WOOD SCALE: HALF SIZE REMODEL - MALL TO VINYL DEf24 1 G) =RAM1G TILE ON 211106 THIN 5>=T MORTAR B® 3' BRUSHED STAINLESS STff1 PLATE ATTACH TO DEf21 GELS DOWN CARPET 2/1/06 I PER PLANS AND SGH�lJLES 3' B1R1151-ED STAINLESS 51633 PLATE 13 f GL. ATTACH TO EXIST. SLAB MOW AND GROUT SOLID (IF REM O). PROVIDE SMOOTH TRANSITION TO WOOD FLOORING III* 1a . • • STS 3 "XI' FASTEN POMR SCRB^l BASE I ®� C� x s BUILCSIN CAULK JOINT BETWEEN 'FRP -2' AND MOP SINK BASE PER FINISH SCHEDULE, REFER SIION SCULE, SIT. 4- ( EXIST. SLAB BELOW AND GROUT SOLID (IF REQ PROVIDE SMOOTH TRANSITION TO WOOD FLOORING • • - L� 511$ SUPPORT ANGLE 3'XI'-6'3118', PLACE AT 48' FAST TO FLOOR W/ . STEEL SUPPORT ANGLE 3'XI'-6'XI /8', PLACE AT 48' FAST TO BOOR W/ POKER DRIVEN ANCHOR BOLTS SCREW BRAGS TO 57075 BASE PER ROOM FINISH 5GI EDUIJ= REFER SPECIFICATION SCHED LE 1 { I " • . 1 MALL FLOORING AS REGD. fllflfl►0`_il - d ( I MALL FLOORING A5 REQ'D. r NTE: CONCRETE TO PROVIDE TO MALI_ FLR I " D(I5T1N6 A5 REQUIRED TRANSITION I<--I LUE OF EXISTING CONCRETE SLAB 1 CENTERLINE OF ROLLING GRILLE I EXISTING CONCRETE SLAB . • - TRANSITION LINE OF 1 Gf3ITERL.INE OF ROLLING GRILLE . - �� - POYNER DRIVEN ANCHOR BOLTS SGRB^l BRACE TO 5TUD5 'BASE PFR ROOM FINISH SCHEDULE FLR NOTE: PREPARE EXISTING CONCRETE SLAB AS REQUIRE TO PROVIDE LEVEL TRITION TO MALL FLOORING. DETAIL 1 PREPARE 19-OORIN6. SLAB LEVEL TRANSITION NOTE~: PROVIDE LATEX LEEV LING COMPOUND AS REQ'D TO CREATE A > CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24' DETAIL jj o! 1 SPECIFICATION 1 I . 1 RJR SPECIFICATION 5CH RULE WALL 8 SECTION WALL SECTION WALL SECTION 9 WALL SECTION SCALE: HALF SIZE REMODEL - - MALL TO CARPET 1 SCALE: HALF SIZE REMODEL - MALL TO CERAMIC TILE i 0 . � SCALE: 1 -i /2 = 1 -0 LOW WALL IN RETAIL AND OD AREA ," SCALE: 1 -1 /2 = 1 -O LOW WALL IN LAB SCALE: 1-1/2'3 , = 1 -0 " LOW WALL AT PASS -THRU SCALE: 1-1/2" = 1' -0" LOW WALL AT LAB DOUBLE SINK ]76112 _ 2/1/06 DETIS 2/1106 DET2S 12/22/05 VINYL TILE WDOD t'0 VINYL TILE TRANSITION STRIP DEf25 2/1/06 1 DOOR DET3I 2/1/06 GL DOI* CARPET PER 5051 1 2ci /OT GLUE D CARPET GB�111T1g15 FL ASH MIN. — 2' OF TO LEVEL CARPET ADJOINING FLOORING MATBRIALB 'PER PLAN TIAN5MON PER AND PLANS AND 1 ALIGN SCHEDULE STHZIP (T5-I) SCIE(A-E5 AL IINIUM OFFSET SADDLE THRESHOLD TILE PROVIDE LAT < LEVE=LING COMPOUND AS RECS./RED TO CREATE FL1511 CONDITION AT THRESHOLD. 2' x 4' FIRE RETARDANT I WOOD Bl OGKING A5 Rf IUIR ®. 9. SH AND INSTALL 5/4' x 6' BIRCH CHAIR RAIL; FINISH A5 PER OTHER MILLWORK IN WTI 4 V-2 FINISH. FIJRNI5H AND INSTALL PLAN AND SCHEDULE CARPET TO VINYL 71LE TRANSITION STRIP (15.2) 1 EXISTINIG CONCRETE FLOOR NG; I TO DWG. A-I.0 FOR FEZ; `4 iiiiiiii o - U 3 5/S" x 20 6A hETAL 511175 AT I6' OL. r+/ 5i/e' TYPE 'X" 6TP. BD. BOTH SIDES ID<TER GYP. BD. TO 6" ABOVE FINI5HB7 CEILING H 8E:HT ry .' 4 DIDfi>DrI01Dlikoca— n ® _ C � / ? 0000000000000 3;M01N000O �i EwmaimaimermE ∎� 111111111 C GLAZING chvates ALL 510E5 'REFER SPECIFICATION SCHEDULE LINE OF EXIS11N6 CONCRETE SLAB ATTACH TO SLAB AS REQ'D BY MANUFACTURE R 4 ` , c A A `' 1 ° WOOD FLOORII Ex�W -6) ' «C'INIE 5/4' x 4 WOOD BLOCKING AS REQIUIRED. 9N15H EXPOS 7 1 DGB TO MATCH WALL FINISH. 1SAS E PER FINISH SCHEDULE, REFER IBIEWE A a I PER PLA,N.�a AND SCHEDULE; FOAM PAD/ - FLR TRANSITION I WOOD FLOORING 6"1-6) i'EZ PLANS AND S GHU.ES UNITE OF CONCTE SLAB k I •,. 1 IV 4POR NOTE: PR LATEX LEV. I ER ILINIE EXISTING NOTE: 1 RECTION I RTAIL LINE OF EXISTING GONG. SLAB NOTE PROVIDE LATEX LEVELING COMPOUND A5 REQ'D TO NOTE: LOCATE TRANSITION STRIP AT ALL CREATE A FLIISHI CONDITION CARPET TO VINYL TILE JOINTS AT TRANSITION OVER A MNFIJM RUN OF 24' FLR TRANSITION DETAIL ET5L/4 B A5 RE NREE SLAl11R® TO PROVIDE L EVE_ TRANSITIOPIDE TO MA LL FLOORING. DETAIL V4" CLEAR TT�iF'62ID 61A56 CREME AT IRAN RUN OF OF CONCRETE 51.A5 FLUSH CON[71T10H 5MON OVER A MINIMUM 24" FLR TRANSITION DETAIL EXISTING PROVIDE LATEX L1= 1lE31NG GOHPGUND AS RI:011IWD i SPECIFICATION S -I2 IPCLISH I6 WALL GAP BY GL. FINISHED IN WOOD STAIN (IV AN D VARNISH (V2) SECTION FLR TRANSITION TO CREATE FLUSH CONDITION AT THRESHOLD. DETAIL MI 2' 4" FR. WOOD BLOCKING SCALE: 1-1/2" = 1' -O" CHAIR RAIL SCALE: HALF SIZE WOOD TO VINYL TILE 1 SCALE HALF SIZE CONCRETE TO VINYL SCALE: HALF SIZE TS -2 - CARPET TO CONCRETE SCALE: HALF SIZE TS -1 - WOOD TO CARPET f'1 % I •, x 5/ FURNISH ' BIR RAIL; FINISH AS PER O MILLWORK STAIN Y 2 FINISH. FURNISH AND INSTALL x 4' WOOD BLOCKING AS REWIRED. FINISH EXPOSED E5 TO MATCH WALL FINISH. �'8' x 20 A. METAL 75 AT 16' O.G. w/ 518' E 'X" GYP. W. B0114 51010 9_ SUPPORT ANGLE '- 6 PLACE AT 48' FASTEN TOFLOORW/ POYER DRIVEN ANCHOR BOLTS R13•I BRACE TO 51105 BASE PER ROOM FINISH SCHEME POET EQUAL EQUAL 1/15/02 DET33 2!1106 INSTALL 5/8' THICK TYPE 'X' GYPSUM BOARD OH GYP. BOARD PARTITION. RE3- PLANS/EJ=YATIONS FOR EXTENT OF 6'(P. BD. APPLICATION GON1TN10lJr 3/4" x I -I/2" x X063 DET26 2/1/06 CERAMIC 111E ON TNINSET MORTAR B137 DOOR ALUMINUM OFFSET" 5DFI I/29/01 TRANSITION 5T121P (T5-I) PER PLANS AND SGF®Ul E5 CERAMIC TILE ON DET28 NOT 2/1/06 E LOCATE TRANSITION STRIP AT ALL GLUE DOWN CARPET PER PLAN AND 5CI-®ULE _ TRANSITION STRIP TI VINYL TILE LATEX LEVELING COMPOUND AS REQUIRED TO GREATS FLUSH CONDITION AT TH$2 ATTACH TO SLAB AS RE ATTACH BY MANUFACTURE3Z N .J1 CARPET TO VINYL TILE JOINTS f f / f CEMINTITIOUS FLASH MINI. 2' OF TO LEVEL CARPET FI 1 F1141151-ES PER DWG, A-ID 13/8" 20 6A METAL FURRING GH ANSI AI PH-8 WITH ADJOINING FLOORING MATERIALS 4 000f30000000001,000 �W����,"�,,, THIN ser MORTAR B® I EXISTING MALL COLUMN ANY EXI5TIN61HREPROOFING TO REMAIN INTACT I SADDLE THRESHOLD • • Y Of]�d]QDOp[it]D � . c'° PREFINSHED ALUMINUM ANGLE~ P32' FINISH A . A c Q 7 LINE OF EXISTING ♦♦ikilurti LINE OF EXISTING CONCRETE SLAB PREPARE EXISTING Il • • • CONCRETE SLAB NOTE: PROVIDE LATEX LEVLLING COMPOUND A512>aQ1 TO GRE4TE A FLUSH COND AT TRANSITION OVE3R A MINIMUM RUN OF 24' FLR TRANSITION DETAIL 18 NOTE: PROVIDE LATEX LE=VELING LINE OF 6X1511146 WTIC.`SLAB CREATE A11 REQ 'D 70 CITY ter i �.,, ..: A C REATE A FLUSH CONDITION FEB 2 5 ZOOS AT TR ANSITION OYH2 A MININIIM RUNT 01= 24' PERMIT CENTER FLR TRANSITION DETAIL 16 FLR TRANSITION CONCRETE SLAB A5 RE )FRED PROVIDE LEVEL TRANSmON t'0 MALL FLOORiN . DETAIL S PECIFICATION 5GF®IAE F PLAN DETAIL PLAN TYPE "X" GYP. BD. SINGLE 510E DETAIL WALL SECTION 24 " ," SCALE: 1-1/2" = 1'-0" INTERIOR COLUMN ENCLOSURE " ," SCALE: 1-1/2" = 1 -O GLASS WALL BETWEEN RECEPTION AND RETAIL " �" SCALE 3" = 1 -0 WALL PANEL TERMINATION 20 SCALE: HALF SIZE CONCRETE TO CERAMIC SCALE: HALF SIZE TS -1 - CERAMIC TILE TO CARPET SCALE: HALF SIZE TS -4 - CARPET TO VINYL LENSCRAFTERS A Subsidiary of the Luxattica Group 4000 Luxottica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL SEATTLE, WASHINGTON SPACE F696 Active Revision Number Revisions: Title Mark PRELIMINARY SUBMITTAL TO TENANT AND LANDLORD / B \ 2 -1 -08 LANDLORD SUBMITTAL 9096 PRINTS - IN - PROGRESS A 2 -6-08 PERMIT, BID, AND AND LANDLORD SUBMITTAL * A EI= IDICA1TES NO FEVIBION '1119 SHOT Architect DAVID A. UDKOW, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 PHONE: (480) 614 -3385 FAX: (480) 614-020q EMAIL: DAVIDAUDKOW ®GOX,NET Construction Manager: Engineer Seal REV. 0 ❑ HIGH ® MID ❑ LOW LAB TYPE: ❑ REBUILT ❑ GERBER ▪ DECADE -3 ❑ BRUEWER ® PISA Date By Description 11 -30 -07 Ai& PERMASTEELISA CLADDING TECHNOLOGIES 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO @PERMASTEELISAUSA.COM DAVID W. MULLEN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436 -0100 FAX: (614) 436 -6023 Prohibition On Re —use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection os on architectural work under the Architectural Works Copyright Protection Act of 1990. STORE TYPE & LEVEL: ❑ NEW ❑ RELOCATION IN REMODEL ❑ OTHER STORE VOLUME: MILLWORK TYPE: LensCrafters' Standard Version Number. D3 Lifters Project Nunber Architect's Project No. 077 SECTIONS AND DETAILS ❑ SMALL ❑ SMALL TOWN ❑ OTHER ❑ MODIFIED ROSEVILLE ❑ RELOCATION OTHER ❑ D2 -OX ❑ OTHER 0505 1 iatTiCal LAMM AC STRICIVRE. ROT} 7 -r? 3164 4 Iri4 PT-rf WO r 0 SCALE: 1/2" = 1' -O" NEW FLOORING TO BE INSTALLED THIS AREA. SEE ROOM FINISH SCHEDULE TENANT G.G. TO REPLACE EXISTING EDGE TRIM. (SUPPLY AND INSTALL) - EXISTING PIPE RAILING TO REMAIN. TENANT G.G. TO VERIFY ANY REQUIRED UPGRADES TO THIS RAILING WITH LOCAL OFFICIAL AND INCUR ALL COSTS EXISTING ELECTRICAL PANELS THIS AREA TO REMAIN. SEE PLANS. SCOPE OF WORK DETAIL— EXISTING RAMP (—EMPLOYEE BREAK AREA A 0 1 - ELEV. SHADING THIS AREA INDICATES LOCATION TENANT G .G. TO SUPPLY AND INSTALL NEW BLACK AND YELLON (STRIPED PATTY =RN) FLOOR MOUNTED WARNING TAPE. VERIFY' REQUIRED LOCATIONS WITH LOCAL (COMMERIGIAL GRADE) OFFICIAL. SDET NOTE: LOCATE TRANSITION STRIP AT ALL WOOD TO VINYL 11LE JOINTS NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24' SCALE: HALF SIZE W001, FLOORING (N-6) 2/2/01 PER PLANS AND SCHEDULES FOAM PAD/ VAPOR BARRIER WOOD TO VINYL TILE TRANSITION STRIP (T5 - VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS READ BY MAMIFAGTURER LINE OF EXISTING GONG. SLAB FLR TRANSITION DETAIL TS -9 - WOOD TO VINYL 0 o A VT -I VINYL TILE G-•6 CARPET ( EXISTING PLATFORM CONSTRUCTION TO REMAIN THIS AREA SECTION THRU LANDING SCALE: 3 "= 1 -0" LANDING DETAILS AS NOTED SCALE: AS NOTED FLOOR TRANSITION. SEE PLAN AND DOOR SCHEDULE. NEW PLATFORM / LANDING CONSTRUCTION THIS AREA. INSTALL WITH MATERIALS TO MATCH EXISTING. (3/4" F.R.T. PLYYNOOD OVER 4" X IS GA METAL STUDS AT 16" O.G. VERIFY IN FIELD) STAIR NOSIN6 WITH DETECTABLE WARNING STRIPS SEE NOTE BELOW 'AMSTE' PRODUCTS" RETRONOSING, BLACK WITf� GLOWLINE #25I A PH: £560-58 OR APPROVED EQUAL SUPPLIED AND INSTALLED BY TENANT G.G. INSTALL PAINT GRADE VENEER PLYWOD THIS AREA PAINT MATCH "DINB-I ". SHADING INDICATE EXISTING PLATFORM CONSTRUCTION TO REMAIN. SCALE: 1 /2"= 1' -0" 0 1_ 5 1 1 ELEV.; PLAN DETAL AT LANDING SHADING THIS AREA INDICATES EXISTING PLATFORM CONSTRUCTION TO BE REMOVED THIS AREA. FIELD DETERMINE AMOUNT OF DEMOLITION REQUIRED THIS AREA STAIR NOISING / DETECTABLE WARNING. SEE SECTION. O' -0" ELEV SPET NOTE: LOCATE TRANSITION STRIP AT ALL CERAMIC TO VINYL TILE JOINTS NOTE: PROVIDE LATEX LEVELING COMPOUND AS RIrQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RIJN OF 24' SCALE: HALF SIZE CERAMIC TILE ON THIN SET MORTAR BED 2/2/07 CERAMIC TO VINYL TILE TRANSITION STRIP (TS -cf) VINYL TILE PROVIDE LATEX LEVELING COMPOUND AS REQUIRED TO CREATE FLUSH CONDITION AT THRESHOLD. ATTACH TO SLAB AS REQ'D BY MANUFACTURER LINE OF EXISTING GONG. SLAB FLR TRANSITION DETAIL TS -9 - CERAMIC TO VINYL SDET TRANSITION STRIP (T5-7) PER PLANS AND SCHEDULES ALIGN 0o0o0>DO>D��'�oa�ooj�� i�u�rr�rc- yr�rcyi�rc�r�rc GEN&ITITIOUS FLASH MIN. — 2' OF TO LEVEL CARPET WITH ADJOINING FLOORING MATERIALS 4 NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQD TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24' GLUE DOWN CARPET PER PLAN AND SCHEDULE n o ° WOOD M ON-6) - ') PER PLANS AND SGH®ULFS FOAM PAD/ VAPOR BARRIER 1 LINE OF EXISTING CONCRETE SLAB FLR TRANSITION DETAIL SCALE: HALF SIZE 2/1/06 TS -7 - WOOD TO CARPET DDs-o SDET oaciati anti aciamormarra -- - ■ I' NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION OVER A MINIMUM RUN OF 24' SCALE: HALF SIZE TRANSITION STRIP (TS-5) PER PLANS AND SCHEDULES CERAMIC TILE ON THIN SET MORTAR BED GLUE DOWN CARPET PER PLANS AND SCHEDULE 1 LINE OF EXISTING CONCLTt SLAB NOTE: PROVIDE LATEX LEVELING COMPOUND AS REQ'D TO CREATE A FLUSH CONDITION AT TRANSITION FLR TRANSITION DETAIL 2/1/06 TS-5 - CERAMIC TILE TO CARPET 1 Lfri.:2 /AA 54, :���� Z /0. + //ii -,Av :r` . //diI/ //F r /L� ///// //'Nor.. = - / /I/ /I 401E DRAWINGS AND CALCULATIONS ARE PROV1 DM FOR EP5 SPECIALTIES, INC. AND THE LAMLITE PRODUCT ONLY. ANY SUBSTITUTIONS MILL MAKE Tip -IESE DRANINGS AND CALCULATIONS NULL AND VOID. HEM GR MOD 5611: FEf I{5f1,1 1 LdIU — ' itE JIf MI* ro IuiD OVER ( 5) N f . I irVf►1 DiNfor of NM. PIM wiNort Pe r115 N OR TA giti.21 'fl w T1FP LIT TDIt4 513WWIlf 4144 r .5A WISE Tint 4 ' ac. r.4 SCALE: N.T.S. NOM. 011.24 0.11, T9 a I JT 1€16' CLASSIC 1 5Y ' 1t [7 P. M15. Ur 133_Tep, TeP 1 eve L ttt E IVAIS I ( L$; �. .- — LtMLITE CEILING CLOUDS SUPP ORT PLAN rare nro , LAMLITE SUPPORT \ TO „BU I LC I N STRUCTURE SUSPENDED CEILING PANEL INSTALLATION DETAILS 1 NOTE: DRAWINGS AND CALCULATIONS ARE PROVIDED FOR EPS SPECIALTIES INC. AND THE LAMLITE PRODUCT ONLY. ANY SUBSTITUTIONS WILL MAKE THESE DRAIIIS AND CALCULATIONS NULL AND VOID. MAIN fiRFORT 'Ta Of SUSFSEM C IL 9rnr 'T"a tf GILT ODTOBE MUM 15110 mat P4XIX SISTB1 OR MAL NOTE: TO TENANT G.C. THE DECORATIVE CEILING PANELS ARE TO BE INSTALLED PER SEISMIC DETAIL BELOW. PANEL �� ra, trAIAL E F. (38.6 IBS) LAMLITE CEILING CLOUDS SUPPORT PLAN SCALE > m. CEILINEt CarrIM nvED sr axlTtreii LA MM Rk1 114RFM PER SG-BELIE • Cri1 7 >1/4140X111.! • 51L1 ATilt FROVIDE) tar C6111RA. fa2 LAMLITE PANEL TO SUPPORT (13 MEMBER Alf SEISMIC BRACING 62 V.MATO!NM ( $ eft$.) KzitiP triEs Kr FA - Sr1 ATTar FROMED BY COKTRACTX Sf FREmpial COMACTR 'A n p 5 1 4 BT Fa SW-W.01E5 DESIGN WOES AND I OADM fN'E' 2t TboNAL -11111+ r =Dr (ma Fp1"ricr4) I`115G LOAD: PANEL 'rrao LOAD PER DETAILS QEMERALt TIT` INTERNATIONAL PUILU1NG COM AND STANDARDS Sf - IA#1 GOVERN ALL P1ATERIALS AND WORf IAN51#P. T IESE DRAWINGS ARE INTEND TO St4OW EACA MD EVERT Call,MON BUT INDICATE THE 4E ERAL CMTRucTrN MERE CONDITIONS ARE NOT SPEGIFICALLT DETAILED, SIMILAR CaarlaIS SHALL BE USED AT TIC E scrnEnl 4 AND SAL If THE ARC14ITI T AND ITA.GINEM. TIE CONTRACTOR IS R£5P'OICIDLE FOR ALL .1 Str W As WE. As ALL 1'1Eos, I I- AEi) sozatas Of CONSTRUCTION TO SLY PERFORM TFi.E WOW- AUE EKINEERS HAS NO E PERTISE IN NOR AS EE N RETAINED TO VIDE fREV1E1r1 OF T CONTRACTORS SAFETY PR.ELAuTioNs As T}IE7 RELATE To THE cols TRuCTI OF THIS PROJECT. III ALIT TRAM cg APPFA RS IN TIM PRA II , 51 MIER pccuTTENTa, THE COHTRACTOR A4 NQTIFr T U E CIAMER IN WRITE A: 5LI I Clissm OTZ ERROR KFOIRE P I QCP' EDIN4 U N P I N T l I O 1 A C { fuLt fESF`€ NSIBILITf 1+ TI-IF COST TO REL7IFY GAM! VERIFr AHD COORDNATE SIN ELV FLOGRS, WALLS AHD ROOF WM-I dnT C L., T'11 ni-PANICAL,, AND ELEcToC, ,. DRAwre 11-IE ARCHITECTURAL DRA14IT4L5 SHALL BE REFTRENCED FOR WALLS, FINI55 A 17IC1I{S NS, D!N9 5IOfts PPRtM E TIE STRUCTURAL DRAWINGS ARE FOR REFERElkia ONLY AND SMALL DE 4ITCCTVRAL I7P A1r1Ils 5. DRANK ARE Aar TO HE SALE, CONVE tnc t STS URAt W.B; TIT. WIJOO OWES. MI -- 4,F, 42, ALL TIMBER DIEV1 IONS NOTED ARE 10IIINAL. I IILP DEL PLATE WA 14ERs ARE TataulFtrD AI ALL STS AND h1EJTS DING ow km0 EXCEPT THAT CUT TER ALL 13E Pid> ID2 AT SILL. PLATE, STEEL STUDS 40' ,.FISTS: GENERAL 5 5TEES. BMX riAiiurAcTuFJER5 ASSOCIATION LA I kb 1 EBI11O SHALL aovERN PLR ALL 5TE L STLIDEI 4 JOISTS SPECIFIED. DEPT# GAUGE, AND szcricti PROPERTIES OF STEEL MOM AND JOISTS SIIALL MEET R EXCEED T+ SE OF WE SECTIggi GALVANIZED COATINa PER ASTM Alf,E8 IS REQUIRED FOR ALL STEEL STUDS JOISTS NQ 5I 1 ARK 1 P1I t IN STI.f) , ALL SECTIONS WALL. BE FOR1E0 FRCti STEEL TEAT CORIZEWOKDS TO NE FOLLOW 'ms, Ei, 4 154 MIL TTII fES5 (GAGES 14 ASTP1 A--4fiE« GRADE D 'MID SO IE,5I 43 33 4 27 T1 L, THICKNESS (GAGES 18, 747 22) - - -- A5111 A-444 GRADE A YIELD 33 KR ALL TRALIC5 138"1 , STRAP'S ETC. ARE TO 13E FOR TED fR 1 STEEL OF 11 5AriE THICKNESS AS TT4E= STUDS OR . 21STS TO WHICH 11 r ARE ATTACkED, U.x.fl_ E'ETAL SIM Destreomat Its Tyr " c' - r' FP, DEPTH IN LIM INCN (0) I' S" a - 5T fl-E Of I`IET IDER 5 - 5TUDIJOIST, T - TR.ACK, .J - +, l/4 m-, - rVIRRIRG ci=141N1 1--) IIIs6 ' - 'MEMBER fL,NCE 14IDT1-1 *& 1V10G LNCL 0.4287 = I - 5f °) d u MNll1Uri STS THICKNESS IN MILS (S4 MILS. a 0.054 OLD DE 51GAIATI OIL IL 4) RECEIVED MBAR 2 6 2008 PERMIT CENTER LENSCRAFTERS A Subsidiary of the Luxottica Group 4000 Luxotlica Place Mason, Ohio 45040 Store #0505 MID VOLUME SOUTHCENTER MALL TUKWILA WASHINGTON SPACE F696 Active Revision Number Revisions: Mark n REV. 1 Date By Description 11 -30 -07 PRELIMINARY SUBMITTAL TO TENANT AND LANDLORD A 2 -1-08 LANDLORD SUBMITTAL 90% PRINTS - IN - PROGRESS / ° \ 2 -6 -08 PERMIT, BID, AND AND LANDLORD SUBMITTAL A 3 -21 -08 BUILDING DEPARTMENT COMMENTS * AI$TEFUSK MICAMES NO REYIE1ON 7HIS SDET Architect DAVID A. UDKOV'1, ARCHITECT 11881 NORTH 113 WAY SCOTTSDALE, AZ 8525c1 PHONE: (480) 614 -3355 FAX: (480) 6I4 -020cI EMAIL: DAVIDAUDKOW©GOX.NET Construction Manager: Engineer Seal Prohibition On Re -use and Copyright Notice The information and specifications contained within these drawings was prepared for use with the scope of work at the specific locotion indicated Use of th information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the cuthor(s) Display, reproduction or use far any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitotion to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990 STORE TYPE & LEVEL: El NEW ❑ RELOCATION ® REMODEL ❑ OTHER STORE VOLUME: ❑ HIGH ❑ SMALL ® MID ❑ SMALL TOWN ❑ LOW LAB TYPE: ❑ REBUILT ❑ GERBER ® D ECADE -3 MLLWORK TYPE: ❑ BRUEWER ❑ D2 -OX ® PISA ❑ OTHER LensCrafters' Standard Version Number: Lensarafters Project Number Architect's Project No. Title PERMASTEELISA CLADDING TECHNOLOGIES interiors (!iL'iSIOrr. 123 DAY HILL ROAD - WINDSOR, CT 06095 PH: (860)602 -1010 FAX (860)602 -1012 EMAIL: INFO@,PERMASTEELISAUSACOM DAVID W. MULL EN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43055 PHONE: (614) 436 -0100 FAX: (6I4) 436 -6023 ON 3408 ' E G1S r EPED RC ID A. f,Er 9a fq STATE O F WASHY D3 SECTIONS AND DETAILS Date Drawn By : STAFF Checked By STAFF ❑ OTHER ❑ MODIFIED ROSEVILLE ❑ RELOCATION IN OTHER 0505 077 1 1 1 1 3 5/8" - 18 GA, MTL. KICKER @ 48" O.C. 3 5/8" -- 1A GA. MTL. STUDS @ 16" O.C. 1 1/2" = 1' -0" SEE r7l..I FOR ATTACHMENT TO EXISTING? STRUCTURE Nu SCALE _ fv 1 fPICAL BOX BEAM CJNSTRJCTION HED 6" 16 C:A. MTh. TRACK TOPdcBOT. (4) #10 I EK SJR' W., (TYP.) # TEW SCREWS @ 12" O.C. - TYP. D ., f MATCH STUD GA. r 0 0 1 ( ------ EXIST'NG B`9. 1 1 1 1 NEW (3) 12" • 16 MTL. BOX ' IEADE'R SE D /51.1 16 GA. : RAM1:4G CLI W/ (4) #10 TEK SCR Eg SID B < = C1 C1 1 5/8 r. N 1 Vs 1 .2'-3 ;./32" : ISLE SRC �Y 6 " -18 GA. MTL. STUDS 16' O.C. 3 5/8'' -18 GA. :TUDS @ 10" 0. L`-' Ji> r1(cJ1 //%["\\S 11 CrThal ` --r L1 V >w C1 3 5/8" - 18 GA. MTL. KICKER @ 48" 0.C. 3 5 /E" - 1 8 GA MTL STUDS @ 16" 0.C. _1 i 1 BIM aa0 ® - m 0 1 S 31.1 4 SEE F/51.1 FOR ATTAC, IMEN1 TO FXI7.TING STRUCTURE (2 #10 TEK SCREWS EA. SIDE STUD COLUMN PER PLAN -- NO SCALE A E ED 51.1 t4) #10 TEK �rRLWs TYP. 3/8" - MTL. FRAMING @ 16" 0.C. (TYP.) A r 1 /2" = 1'--0' r- EXISTING PM. - NEW (s) 12' - 16 MTL. BOX HEADER .S D,'51.1 STUD COLUMN PER PLAN 1' u0X BEAM PER PLAN BOX BEAM PER PLAN 13 GA. FRAVNG C1_1 W/ (4) #1O TEK SC EA. SIDE 2 T 5,2' F;EL.D - ARTY VS 3 5/8" X 1 F GA. X 4' /2" LG. TRACK, W/ 2" LEG. SECURE TO COLUMN STUDS W/ (i) RuW OF (2) # 10 1 EK SCREWS EA. STUD SII=SeiCaztzemllskew rm rr-w MALL CO :CURSE ..- L d LA 7 6 " -18 GA. MTL. STUDS @ 1E" 0.0 3 5/8 " -18 GA. MTL STUD: (i 16 0.0. &I' -5 1/2 FI L, VEI.IF`I' 0 I i _ I I immarm=mmw ® ® - ' _' m.' :.. __. - Urn - Now ear r.ge gm gerecuscleasmi _4 1 �- MALL DECK (TYPICAL) 3 5/8' X 1 o GA. MTL. STUD INFI.L EA. SIDE. ATTACH TO T 8. B C :I ORDS W/ (2) #10 TEK SCREWS. (3) TUNS - MAIN RUNNER cRO.,s TEE LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER HANGER WIRE SCALE: NONE SPLAf BRACE WIRE CROSS 7EE MAIN RUNNER /,3OUST.L',AL P NEL WALL TRIM REFER TO MALL STRUCTIRAL OWGS ATTACH 5 UC BRACING PITH WITH A M" 41MUN: OF (4) CO TFX SC",EWS (2 Et. INF "_L) (TYP.) • 3 5/8' x 18 GA. MTL. STUD EACINC @ E:3" 0.0. SCREW 0 WALI STUNS V'/ (4' #10 TEX SCREW MINIMUM ( TYPICAL) MALL STRUCTURE (TYPICAL) BRACES PERPENDICULAR WITE4 0.1 NO ' DALE VEISMIC LOCKING FIN SPLICES AND INTERSECTIONS OF RUNNERS SHALL HE AT1ACHED WITH h:ECHAt,,CAL L.TERLG.:KiNG CO■NL:.TORS SJCH AS POP RIVET.), SCREWS, FINS, PLATIS WI- :-I BED'- TAB:, OR 7THER A PPROVPD CONNECTORS FOR 2x nESIGN LOAD 09 ULTIMATE .'XIAL OR CO1'PRESS (MINIMUM 60 LBS.) NOT TO EXCEED e' - SUSPENDED CEILi1VG DETAIL "4 WALL = RI: 8" (MAX) OR 1 LENG.H OF DIST. Tr FIRST MAIN 1/2" SEISMIC ..- BRACING Im1RF 45* Mm , MATT' RUNNER 1,ROSS FEE CONT. HORIZ. STRUT TO i ,SEVEN: SPRLADING OF RUNNERS I '. 31 1 NO SCALE 24`-O` FIE .D VERIFY ° BRACES PARALLEL r 1 1/',_" EMi - RC,J TIGhF TO .,TRUC",JRE 1BOVE (4' -0" MAX FOR ' /2" r') 2 GA. VERTIO'AL HANGER WIRE COI- :PRESS :ON STRUT RD:WIRED EACH SEISMI^ RESTRAINT 12' -0" O.C. EACH WAY \ND Vs "THIN -0" `)F EA"-1 WA' L 3/ EM1 - N(CH 0:ER MAIN MA HER AX. REFER TO MALL STRUCTURAL DINGS� 3 5/8" X 18 GA. MTL. 1 RACK @ EXIST. JOIST BEHIND. ATTACH TO T & >3 CHOPS W/ (h) #1 U TEK SCREWS ~ ATTACH STUD BRACING W'.TH WITH A MINIM'JM 07 (4) #10 TEX SCREW" (2 EA iNFI' L) (TP.) - 3 a /8" x 18 GA. MTL STUD ORACIING @ 48" 0.C. SCREW TO WALL STUDS W," (4) #10 TEX S:,REWS MINI AUM (TYPICAL) 3 5/8" X 18 GA. MTL. STUD INFILL @ EXIST. JOTS I IN r1RON1. AT EACH TO TRACK yJ/ (a) #1U TEK SCREWS EA. SIDE. MALL STRUCTURE (TYPICAL) EXIST. OPEN WEB STEEL JOISTS (3) TURNS VERTICAL HANG!".R WIRE "ERTIC',L - 1 2 GA. HANG'-R WIP = "--0" ^.C. DRILL 5/32" HOLE FOR 1 /8" BOLT AND LOCK- NUT/AFTER CEILING SYSTEM IS LEVELED "ECURE SUPPORT WIRES TO SIRE ICTURPL STEEL MEMB ABO "E -- "iOT TO ROOF DECK PER DETAIL G /S1.1 y (3) TARNS PIN. IN 1 1 /2" (TYP.) 45' MAX. (4) -12 GA. SPLAY WIRES - SPLAYED 90° FROM EAC:i OTHER ANE 45' :ROM CEILINC PLAN: HANGER WiRE #12 #1J NOTE, L /f, RATIi, NOT EXCEED 200 ALLOWABLE TENSION 170 Ibs. 4' -0" o.c. max. 300 lbs. 5 -0" o,c. mix. (> > I 1/4' h- l� A. GENERAL BEAM SCI EDULE M'' RK B1 COLUMN SCHEDULE MARK l_ f C1 r2 STRUCTURAL NOTES: ES: 2. LATERAL LOADS A. INTERIOR WALLS = 5 PSF (SECTION 1607.13) 3. ,ARTHQUAKL DI=S,JN DATA - A. SEISMIC USE GROUP 1. B. SPECTRAL RESPONSE COEFFICIENT Sds = 1.70 C. SPEC i RAL RESPONSE L:0EFFICIENT Sdi = 0.89 D. SITE OLASC' = C (SECTION ' 615.".1) 1 1 SI''.E (3) 12 GA. CSJ STUDS V'/ 3 -5/8" X 18 GA. TRACK TOP & BOT. SIZE (2) 3- 51'3 "X1 L GA. CSJ uTUDS W/ 3 5/8" X 18 GA. TRACK TOP & BOT TS2 1/2 X 2 1 /2 X 3/ r PEMA I IKS 1 SEE DETA' E /S1.1 1 IREMARKS 1 SEA DE1A,ILS D &E/S1.1 1 FE DETAILS 1 J F/ 1.1 & G /S2. r 1. - I HE STRUCTURE I. DESIGNED TO BE SELF- SUPPORTING AND SABLE AFTER THE BUILDING IS FULLY COMPLE'IED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO :NSUEL THL SAFETY 07 THE BUIL:ING ;,ND ITS COMPONENT P;,RTS DURING ERECTION. TH :S INCLUDE: THE ADDT'N DF WI :ATEVER SHORING, SHEETING, TEMP ORAR'' BRI.OING, GUYS OR ' IEDOV'NS V ": -ITCH 'V1IGH7 BE "ECESSARY. SUCH MATERIAL SHALL REMAIN TI-'E CO PROPERTY AFTER THE COMPLETION OF THE PROJECT. 2. 11 IS SOLELY THE CONTRACTOR'S RESPONSIBILITY To FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALI PHASES OF t,ONS1I2UCTiUN. 3. EQUIPMENT FRAMING LOAD;, OPENING" ANC STRICTURE IN . ".NY WAY RELATE: TO 11VAC, PLUN'BING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED 1rRADES BEFuRE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST' RELATED TO V„ RIATIoN IN THESE REQUIREMENTS TO BL BORNE B', THE APPRJPRIAIE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GuVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFuRM 10 THESE SHOWN ON 1r1E Ar,CHITECTURAL DRAWINGS. 6. EXISTING BUILDING: PROVIDE iEMPC,RY SUPPORTS AND OTHER MEASUrtES AS REQUIRED TO 1- REVENT DAMAGE TO THE EXISTING 3UILC,NG GJRING CON:A RUC,'ION. FIELD VERrFY AFL EX■3TING DIME,4SION.J ANL ELEATION3 WHICI: AFFECT T:IE NEW CONSTRUCTION. S. GOVERN`_ IG CODE: 2006 1NTERNATIOI AL !UIL!ING CODE Wf WASHINGTON STP_TE. AMENDMENT73 1. FACADE TOP LIVE LOADS A. LIVE LOAD = 5 psf REVIEWED Fijr1 CODE COMPLIANCE APPROVED JUN 2 ?Via 1 OW Of 13,41W Ca I irHTGAGE METAL FRAMC - r j 8G 1. N:.ATtP.I',LS: A. STUDS, JONTS, F- TRACKS: ' 1 °, & '6 GAGE, ASTM 1.446 GRADE D, Ft @ z3 KS' R. POWDER DRIVEN NAPES W/ WASHERS- HILT' BRAND OP APPROVED EQUAL. 2'. SPECIF,0ATIONS: A. WELDING PERSONNEL AND PRO.EDURtS ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION, AND EPEC i ION 10 BE GrVERt 1 ED BY LATFST REVISIONS OF 1, AISC SPFCIFICATIONS OF THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCTURAL WELDING CODE, AWS D1.3 -98 OF THE AMERICAN WELDING SOCIETY. 3. L:GHTG.',GE FRAMING ME'.IBER SIZES INDICATED ON C'RAWIh'3S Ar.E BASED CN CS' (1 E /8" '"LANCE) STUDS DIP - RICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOME CAPACITY. Al TERNATE MA,IUFACPURE`..,'S FRAMING SIZE...; SHALL MLET T„E MII.IMUM SEC1,ON F,ROPEI.TIES AND ,:LLOWMBLE ,RESIS,ING '4OME "T CA''AC!T" OF THE N'EMBE ^S IN "ICATFD ON THE DESIGN DRAWING. 4. ALL CONNECTIONS TO BE #10 TEK SCREWED OR FIELD WELDED. 5. Al M;.TERIALS TC BE CALVA::IZED COATED IN ACCCRDANOE WITH ASTM AE25 G -60. TOUCH UP FIELC WELDS ,VITH ZINC RICH 1JAINT. S. N'ISCEL ANEOI'S: A. DEFLECTION LIMIT = L/360 B. ALL FIELD CU•I TING TO BE PERI-ORMED WI1H A SAW. C. WELD SIZES TO HE 3/32" WITH A WS T(PE 6013 OR 7014 ROD (U.N.0.). D. TRACKS TO BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. E. PROVIDE CQN1INUOUS HONIZONIAL BRIDGING AT 4' -0' O.C. MAXIMUM I-OR WALLS. F. PROVIOE SOLID BI- OCKIr'1G Al 8' -O" 0.0 . MAXIMUM FOR I;EILING JOINTS. Dobdo LEWIS NCINE FII ,G, CCVSUL 1NG ; �TRUCTURA'__ asICNEErS 2600 W. HVNDERSON RD. Si 'iTE 5 Col (7 43220 (614) 326-2806 (PHI ;614) X2805 WAX) A Subsirl ary < -1 the Luxcztica group 4u00 _uxotica Place tviason, Ohio 45040 ore #0505 MID VOLUME SOUTHCENTER MALL TJKWILA WASHMTCN SPACE F696 MMus Mins Kamm MESE= ram MEMMS SEISM MEMO 2 LENSCRAFTERS Active Ree1..ion Number Revision Si rviark lB\ LANDLORD SUBMITTAL 0('96 PFINTE - IN - PPOGRESS / PERMIT, BID, AND AND LANDLORD SUBMIT TyL *A 3 21 -0r BUILDING DEFART„ 1ENT COMMENTS A, 3- 25 -09 OWNED STOREFRON L CHANGES 4- 110 -0A S 1 Ur'DAZ c$ �rchi' -ec1 D AV D A. UDKOW, ARC, HITE ,T 1 1 861 NORTH I' 5 rite' SC OT TC DAI F, AZ 55251 HONE: (480) 614- 3383 FAX: (480) 614 -0 2OG =MAIL: L 4VIPAUDKOIr' @GCX.NET Engine-- • DA VI :7 W. V'JL LFN 438 F. 141 L5011 FRIDGE RD. c3UITF 100 WORT HINGTON. OH 43085 Pi !ONE: (C.14) 1-36- 0100 SAX: (614) 430 -6023 rf tle Date 2-1-08 2 -6- 38 11 b Descoption AS i ERISK INDICATES is) REV>aION -I NI$ SHEET PERLIASTEELISA GLADDIN(T IF.UNO,.CLGLLS 123 D 1Y HIL ROAD - WINDSOR, C 0609, PH: (860)602 -1010 FAX (860)602 -1012 EMAk. INFO PERtnASTEL1ISAU',A,C0M Pn On Rr-use rod Caryright Notice The information and specifications contained within these drawings was prapar...d for .roe wii.l the : ape a week at the specific location indicated. Use of this inform rtion f r othe proko is at ther ll aticn: or differing scopes of work unless expressly authorized in wri,ing by the signing achitec. and aigineer of rec4rd authoring these dovnnents is stri"tty prohibited by The law. These drawings and specifications, and the infermatIOn contained within. are arl shall remain the p -cpwty of the author(s). Display, reproductim or use for any but the specifically arced I Gaon pin poses without the w' itten authorizaftan frarn the 4gning architect and eng'irle+hr of record authoring these documents is strictly prohibited by the Taw. The drawings and 'Ipecifirations are eukject lethaut limitation to copyright protection as an architectural ea k i ndi • the i rchltec 'oral Twice C pyrighi Prater Elan Act of 1990. STORE - YPE (Sc LEVEL: ❑ NEW RELOCAr7ON ,REMODEL D Ol TIER STORE VOLUME: ❑ h_'GFi IL MID ❑ LOW LAB TYPE: ❑ REBUILT ❑ caRo L DECADE -3 v1ILLWORK TYPE: G BRUEWEF ▪ P'SA Ler .;Crafte..; Star.,ard VL.sion N..mber: i] St+'1 u . ❑ SMAL - TOWN �7 or'iER_ ❑ MODIFIED ROSE ❑ RE1OCAMON ® OTMErR ❑ 02 - CiX r] OILIER. D3 ' enscri "tern •r •ject rJi nket Arc., Jteot's , r >ject . O. 0505 077 Da .3 4- 10 -09 Dre r•y STAFF L'rxckE -1 By. `TA!-F Store Number 0505 Sheet S1.1