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Home My WebLink AboutPermit D13-002 - GARAGE STORE - TENANT IMPROVEMENTGARAGE 806 SOUTHCENTER MALL D13-002 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 806 SOUTHCENTER MALL TIIKW Suite No: Project Name: GARAGE Permit Number: D13-002 Issue Date: 04/01/2013 Permit Expires On: 09/28/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: AMY DIEKEVERS Address: 75 60 ST SW , WYOMING MI 49548 Contractor: Name: MACKENZIE KECK INC Address: 434 SAND SHORE RD , HACKETTSTOWN NJ 07840 Contractor License No: MACKEKI939N4 Lender: Name: Address: Phone: 616 493-9334 Phone: 973 298-8017 Expiration Date: 08/24/2013 DESCRIPTION OF WORK: NEW TENANT: TENANT ALTERATION OF EXISTING SPACE Value of Construction: $290,000.00 Fees Collected: $5,019.51 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-002 Printed: 04-01-2013 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: not yet awarded Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forns-Applications On-Line\2009 Applications\I-2009 Permit Application.doc Revised: 1.2009 bh Page 5 of6 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: 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 ex governing this work will be complied N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non -Profit: N Public: d this permit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. The granting of this permit does not pres construction or the performance of work. to this permit. Signature: Print Name: 6a t,r ' OGI l 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. to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Date: 9/ / /13 PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D13-002 Printed: 04-01-2013 7: A final report documenting required sp inspections and correction of any discrepar noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: 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. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: 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. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ***FIRE DEPARTMENT CONDITIONS*** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D13-002 Printed: 04-01-2013 25: Fire extinguishers require monthly and y inspections. They must have a tag or label urely attached that indicates the month and year that the inspect as performed and shall identify the comp person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the a plicable 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) 26: 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) 27: 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) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: 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) 33: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 34: 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) 35: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 36: 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) 37: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 38: 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 #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALRM PANEL.) 39: 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 #2328) 40: 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 #2328) (IFC 104.2) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this doc: IBC -7/10 D13-002 Printed: 04-01-2013 project. • • 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEPA 70) 43: 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. 44: Post address on storefront per approved Westfield standards. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-002 Printed: 04-01-2013 CITY OF TUKWAS Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us Building P• ermit No. l./1 1.9- 001, Mechanical Permit No. M 7 00 t Plumbing/Gas Permit No. Public Works Permit No. Project No. LP©o (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 806 Southcenter Mall t� King Co Assessor's Tax No.: (21. "--til'VO I �' Tenant Name: Garage Suite Number: 1,135 Floor: 1 Property Owners Name: Westfield New Tenant: Yes ❑ .. No Mailing Address: 11601 Wilshire Blvd Los Angeles CA 90025 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Amy Diekevers Mailing Address: 75 - 60th St SW Day Telephone: (616) 493-9334 Wyoming MI 49548 E -Mail Address: amyd@precisionpermits.com City State Fax Number: (616) 493-9351 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: David A Udkow 11881 North 113 Way Scottsdale AZ 85259 E -Mail Address: davidaudkow@cox.net City State Day Telephone: (480) 614-3385 Fax Number: (480) 614-0209 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: James Knoche! Mailing Address: 438 E Wilson Bridge Rd Suite 100 Worthington OH 43085 Contact Person: Jim Knoche) E -Mail Address: jknochel@cowanandassociates.com H: \Applications\Forms-Applications On line \2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 hh City State Day Telephone: (614) 436-0100 Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFOR>TION - 20.6 431-3670 • Valuation of Project (contractor's bid price): $ 290,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): tenant alteration of existing space Will there be new rack storage? ® Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes m No If "yes', attach list of materials and storage locations on a separate 8-112" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2009 Applications\1-2009 - Permit Application.doc Revised: 1-2009 hh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 3,874 3,874 28 M 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes m No If "yes', attach list of materials and storage locations on a separate 8-112" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2009 Applications\1-2009 - Permit Application.doc Revised: 1-2009 hh Page 2 of 6 • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ER OR AUTHORIZED AGENT: Signature: 1/41,IA).(,c.C) Print Name: Am' • iekevers Mailing Address: 75 - 60th St SW Date: 12/26/2012 Day Telephone: (616) 493-9334 Wyoming MI 49548 City State Zip Date Application Accepted: O 2A la, Date Application Expires: V UI-L ILtt Staff Initials: l_ }�� H:\Applications\Forms-Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 hh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-002 Address: 806 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/02/2013 Applicant: GARAGE Issue Date: Receipt No.: R13-01168 Initials: JEM User ID: 1165 Payment Amount: $3,145.94 Payment Date: 04/01/2013 07:50 AM Balance: $0.00 Payee: MACKENZIE KECK, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 39757 3,145.94 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $3,145.94 3,039.40 102.04 4.50 tints. Parainf-f1R Prinfarl• fld-M-9M3 SET RECEIPT RECEIPT NO: R13-00022 Initials: JEM Payment Date: 01/02/2013 User ID: 1165 Total Payment: 2,017.10 Payee: PRECISION PERMIT SERVICE SET ID: S000001891 SET NAME: GARAGE SET TRANSACTIONS: Set Member Amount D13-002 EL13-0005 TOTAL: 1,873.57 143.53 1,873.57 TRANSACTION LIST: Type Method Description Amount Payment Check 9438 2,017.10 TOTAL: 2,017.10 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 143.53 1,873.57 2,017.10 INSPECTION RECORD Retain a copy with permit . 'INSPECTION NO. . Ufa P'3 -cc PERMIT NO. 'CITY. Of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670` Permit Inspection Request Line (206) 431-2451 Project: : Type of Inspection: Address:, QCa CS- C rel A l Date Called: Special Instructions: Date Wanted:. 0-.m1 (e) (DS- l—c p.m. Requester: Phone No: Soy -aloe) -8.8 S J Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: (PfAA UoLktT,+ ro t/t 'vst (. 006tIP1.10(i - pAcwfcf Inspector.:. I Date: I �} REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ti INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ', t 3-0cD2 Project: Type of Inspection: Address: Lo Sc �it"l Date Called: Special Instructions: Date Wanted:. <---' 3 (P f`3 a.mr p.m. Requester: Pho(f10ne :t g ti y _ 3 9 Approved per applicable codes. CACorrections required prior to approval. COMMENTS: ) 1 V• e-- ti • t, Inspector: �\ Date: S— 31— i- n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid/at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Project: Ar -2-A-1:7 .,,.._. Type of Inspection: t t, (4-2-...' 'l 6. . Address: SC �� Date Called: Special ctions: Date Wanted: . — m--%3 'p.m. Requester: Phone. : 304 a -S'3 Approved per applicable codes. El Corrections required prior. toapproval. �O COMMENTS: Inspect/� , Date: D_ 5 3 n1REINSPECTION FEE REQUIRED. Prior t paY at 6300 Southcenter Bl(d.. Suite 101 next inspection. fee`must be . Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 q (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projects /`v A- Co C e Type of Inspection: E,A4tJ c0 e i1^ c 4-T-' 4-6 Addiee s: 2S 0' SL 's" (( Date Called: Special Instructions: Date Wanted:. ` �c.a.m? -3 o—(� .P.m. Requester: . Ph neo�No: ,,3p.4—s_Y31 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ti Date: REINSPECTION FEE REItUIREDto o next inspection, fee must be, /id at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection..- INSPECTION NO. INSPECTION RECORD Retain a copy with permit b 1.3 -oa Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Address: 1v(,C1w11 h1Ati Date Called: - Special -Instructions: • Date Wanted:. 5_ 7- 13 (..:1_,,n p.m. Requester: Phone No: q 0 e) — 3 0 `9 � t _ e J.3 t Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: tpR INSPECTION FEE REQUIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Bltd., Suite 100. Call to schedule reinspection. Date: S— -7— 3 INSPECTION RECORD` Retain a copy with permit DISC INSPEeTTON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vr-. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Cr --)A a W Type of Inspection: .( 6..._ - ' - 11.1 VQ Address: Date Called: F C�a)M:L(J-6 O('x ®,A0SMAt'. Special Instructions: Date Wanted:. a.m, �— I._-- (3 pm.. Requester: Phh eN^o:83^30`4 _52839 "Approved per applicable codes. • 17 Corrections required prior to approval. 4_ COMMENTS: '--1 11-Mt-NJ�-A AJ&e�� N1/4JS ANNiedAl Inspector Ispe to 1 REINSPECTION FR REQUIRED. Prior to next inspection. fee must aid at 6300 Southce ter Blvd.. Suite \00. Call to schedule reinspection. Date: S -1 -ice INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 6,911466 Type of Inspection: 71—CA-1.1.3 Address: t0(., So r'. r /MN Date Called: C Special Instructions: . —C Date lW�a/nted:. a Requester: Phone No: 90 — 61/ 8,5.3 5 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: l-) 6t1" — :9'3'i`,�/b'' `�A� ` ) — C //S7 . —C // 1 Inspector. ,/44A-5 REINSPECTION FEE REQUIRED. Prior to xt inspection, fee must be paid at 6300 Southcenter Blvd/. Suite 100. Call to schedule reinspection. Dat/3 E INSPECTION RECORD Retain a copy with permit lI�C`�O INSPECTION NO. PERMIT N0:` CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila: WA 98188,12 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t_. • Project: Type of Inspection: Ad rens: et'..), SCO Lr MALL.,_ Date Called: Special Instructions: Date Wanted: 1_1 --Z7-6 I km,:; pa:° Requester: - Phone No: c l' Pi - e.ti 0 Approved per applicable codes. Corrections required prior to approval. 4 COMMENTS: c, (1.7\ UVW i \ 't=tZ. Pep -%1 e.3 l — vy- R Nr).( iv, • . c� ►@EP- A g—P( r Inspetor: n 4E NSPECTION FEE Date: ?': •1. 7: j EQUIRED. Prior t next inspection, feepgst be d at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit rvi 15 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 63-e—'Address:Tab Sprinklers: -, Twf Inspection: S , L. t�'L Suite #: Hood & Dud: .' Contact�Person: Special Instructions: Pre -Fire:, : Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -, ,, . Fire Alarm: Hood & Dud: .' Monitor: Pre -Fire:, : Permits: Occupancy Type: s e cz N ,- - © K i Needs Shift Inspection- Sprinklers: -, ,, . Fire Alarm: Hood & Dud: .' Monitor: Pre -Fire:, : Permits: Occupancy Type: Inspector: 4 5--6-- Date: Syili Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p1. ®oz. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje : '..":1‘C.6;4,92.. Type of Inspection: I'.�co,. -\ d\a L Address: Suite #: Vcso s,C, ,(1\,‘} 'Contact Person: Special Instructions: :Phone No.: ..----,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: L-t'Q5 --.I.-\- Sprinklers: Le( S Fire Alarm:G,,,„ ,,(f Hood & Duct: -- Hrs.: Monitor: v,1-.k�� t., Pre -Fire: Permits: Occupancy Type: \V\ , . Inspector: --.I.-\- c " 1 Date: ( Lt \`3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: ,_.Wofd/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit f) 3 - oo a- /3 -S -o17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �. '' X45 -C Sprinklers: Fire Alarm: Hood & Duct: ,,Type Inspection: S Cvu -e-r Address: 90 Suite #: .3. c . LL -•"Contact Person: Special Instructions: - Phone No.: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ott. -1v C -®v -e, r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: tea- Date: :5---/i 03 Hrs.: 4 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 'Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / - S- oc7 b/3 - ®� 2 -- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Type oj Inspection: . Address: '0 6 Suite #: s . c..--i� �--�/______ Contact Person: Special Instructions: Occupancy Type: Phone No.: .t Approved per applicable codes. corrections required prior to approval. COMMENTS: • Sprinklers: Fire Alarm: Hood & Duct: / ` /74- -e 7// 11g/4 S Se c -c.,/ 4 . Pre -Fire: Permits: Occupancy Type: A, rdJPr((N /41 tod (44-e4_ ( N r f -I. /i5 e f re__ES . Alii rc .e. c.47 rt`�u wiL0 D( -e 4- 1 n.e c -z.. 1 II �b-e_ c-l0Se. . / cl -100e- , € ---er u-.€4 h-,1 0._ -/-co , Lie r_. . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: AO\ Date: Y�36 //S Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 February 26, 2013 Mr. Allen Johannessen, Plan Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Permit #: D13-002 Garage - Southcenter Tukwila, WA Building Department Response Letter) (No revised plans required) Mr. Johannessen, In follow up to your phone conversation with my assistant Bruce Moody: Regarding item #1 in your building review memo: Please find note on Sheet FL.1 (bottom right hand corner of sheet) stating that all interior finishes shall be class "C" rated in compliance with code (as required by CBC Table 803.9 / Mercantile spaces). Per CBC 402.8 (Referenced in your memo) interior wall and ceiling finishes within the mall and exits shall be class 'B' minimum. No exits or exit corridors are proposed within lease space. Class 'C' finishes shall be appropriate as proposed. Manufacturer data sheets with finish material specifications shall be made available by the General Contractor on site for inspection and verification upon request of inspector. (No revision to plans required). Regarding item #2 in your letter: Detail 3/07.3 was revised (revision 1 dated 1/21/2013) to show a vertical grab bar as required per original plan review comments. A 30" vertical grab bar was shown (in error) in lieu of standard 18" vertical grab bar. Since code requires 18" minimum vertical grab bar, proposed 30" vertical grab bar will meet code requirements. (No revision to plans required). Thank you again for your assistance in reviewing plans for code compliance. Should you have any questions regarding this response please contact my assistant Bruce Moody at 614-436-0100. Respectfully, David Udkow davidaudkow@c .net 041D A.OLIVA STATE OF !' ASHAGTGN n Department of Community Development Jack Pace, Director • City of Tukwila Jim Haggerton, Mayor February 19, 2013 Amy Diekevers 75 — 60th Street SW Wyoming, MI 49548 RE: Correction Letter #1 Development Permit Application Number D13-002 Garage — 806 Southcenter Mall Dear Ms. Diekevers, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at (206) 431-3670. W:IPermit CenterlCorrection Letters120131D13-002 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Garage Permit #: D13-002 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The various plan details and sheet RS.1 reference FRT wood for in -wall blocking. Provide additional notes that specify interior finish materials shall meet Class B non-combustible type materials as required per code in Type II construction. Manufactures data sheets with finish material specifications shall be made available on site for inspection and verification. Data sheets may be included with the permit set. (IBC 402.8, 801.2, 803.1.1 & 806.1) 2. For the ADA bathroom, show an 18" vertical grab bar in addition to other grab bars for the accessible toilet on barrier free plan details. (2003 ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • • January 22, 2013 Mr. Allen Johannessen, Plan Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Permit #: D13-002 Garage Southcenter Mr. Johannessen, In response to plan review comments. Added emergency egress plan, see sheet 01.1 Adjusted emergency and exit lighting, see sheets 05.1, 05.2 and sheet E2. Thank you for your assistance in reviewing plans for code compliance. Please direct any questions regarding these revisions to my assistant, Bruce Moody at (614) 436-0100. Respectfully, David A. Udkow INCOMPLETE bc3- 002 RECEIVED CITY OF TUKWILA JAN 3 1 2013 PERMIT CENTER January 4, 2013 Amy Diekevers 75 — 60 Street SW Wyoming, MI 49548 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Incomplete Letter #1 Development Permit Application Number D13 -001 - Garage — 806 Southcenter Mall Dear Ms. Diekevers, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 2, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions mustbe made inperson and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. File No. D13-002 W:IPermit Centerllncomplete Letters\20131D12-002Incomplete Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: January 3, 2013 Project Name: Garage Permit #: D13-002 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current ;signed stamp -seal. Architectural design sheets and documents by 'a registered architect shall also have a current signed stamp -seal. 1. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. VERMIT COORD COIN PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-001* DATE: 03/05/13 PROJECT NAME: GARAGE SITE ADDRESS: 806 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A-3 Avt 1:+ Building Division mi Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 03/07/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route jr Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/04/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: G SLIP ACTIVITY NUMBER: D13-002 PROJECT NAME: GARAGE DATE: 01-31-13 SITE ADDRESS: 806 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMEN S: B ftiing ivisio c Wdfk"s' Y" AvNL art 04 Fire Prevention Planning Division Structural ❑ Permit Coordinator111 `(3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02-05-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-05-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg .� Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 41PERMli CORD COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-002 DATE: 01/02/12 PROJECT NAME: GARAGE SITE ADDRESS: 806 MILITARY RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENT IJ Building Division Public Works ok*,13 • • Fire Prevention Structural ■ Planning Division ■ ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 01/03/13 Not Applicable ❑ Comments: Permit Center, Use Only INCOMPLETE LETTER MAILED: \914 l 17 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:) TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 01/31/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o. - - 13 Plan Check/Permit Number: D1 3 -002 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued D Revision requested by a City Building Inspector or Plans Examiner LA MAR 052013 wti/mi7 CENTER Project Name: Garage Project Address: 806 Southcenter Mall Contact Person: f f 1 u1 Die eefu'c Phone Number: 69/10 - q Q2-93 Sa Summary of Revision: 2 ponce (efkr vnl j - nt QJi&eD shetoc y-kr-eD '��-c f« sv��v�c�l � 1e. r rticr r Li f 4 \ A"tupl-r ,SSex, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tf, Entered in Permits Plus on C:\Usesjenni fer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( -7D Plan Check/Permit Number: D13-002 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Garage Project Address: 806 Southcenter Mall Contact Person: it_ -t) v Q r Summary of Revision: Phone Number: 1pq.0 — @ pec i S ic1y)pe(mi is .60n-\ YOFTUKW IJAt a 12x13 PERMIT amp Sheet Number(s) \ 5 ON • \ j b5 . ` OS . 2 s) e Z j "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \---13 C:\Users\jennifer-m\Desktop\tevision Submittal Form.doc Revised: May 2011 • • PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: Permit App. P/?"QQ 2 IBC Edition %%, 9 & State Amend. Project title: o -'#✓yam +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 2?c- Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. ,C4— Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. QReview for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Z- Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople liter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company MACKENZIE KECK INC 9732988017 434 Sand Shore Road Hackettstown NJ 07840 Out Of State Corporation UBI No. 602725794 Status Active License No. MACKEKI939N4 License Type Construction Contractor Effective Date 8/24/2007 Expiration Date 8/24/2013 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date KECK, DAN President 08/24/2007 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 American States Insurance Co 32S100275 04/20/2012 Until Cancelled $12,000.00 05/11/2012 1 American States Insurance Co 6512040 07/25/2007 04/20/2012 $12,000.00 08/09/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Co ttsdalelns BCS0025653 08/27/2012 08/27/2013 $1,000,000.00 10/22/2012 6 Co ttsdalelns BCS0025653 08/27/2011 08/27/2012 $1,000,000.00 05/31/2012 5 Selective Ins Co of America S1758455 05/24/2011 05/24/2012 $1,000,000.0005/18/2011 4 SCOTTSDALE INS CO BCS0020216 08/27/2010 08/27/2011 $1,000,000.00 08/30/2010 3 SCOTTSDALE INS CO bcs0017743 07/27/2009 07/27/2010 $1,000,000.00 07/27/2009 2 SELECTIVE INSURANCE COMPANY 1758455 05/24/2009 05/24/2010 $1,000,000.0005/20/2009 1 SELECTIVE INS CO OF AMERICA S1758455 05/01/2007 05/24/2009 $1,000,000.00 06/17/2008 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httos://fortress.wa. i?ov/lni/bbip/Print. aspx 04/01/2013 GENERAL NOTES THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE DESIGNER FOR CLARIFICATION 'PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPILCABLE CODES AND ORDINANCES. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS: ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW CONDITION PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN CONTRACT. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER -FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 9. FIRE SPRINKLER AND SIGNAGE SHOP DRAWINGS TO BE SUBMITTED UNDER SEPARATE COVER. 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 11 CONTRACTOR TO PROVIDE MINIMUM THREE FIRE EXTINGUISHERS (TWO IN SALES AND ONE IN NON -SALES) OR AS REQUIRED BY FIRE MARSHALL. VERIFY EXACT LOCATIONS WITH DESIGNER PRIOR TO INSTALLATION. G.C. TO MAKE SURE ALL FIRE EXTINGUISHERS ARE CERTIFIED PRIOR TO TURNOVER OF STORE. SEE FIRE PROTECTION SPECIFICATIONS. 12. GENERAL CONTRACTOR TO PROVIDE DRAFTSTOPPING AND/OR FIREBLOCKING IF REQUIRED BY THE LOCAL JURISDICTION. 13. A 44" CLEAR AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. 14. NO FOOD IS TO BE PREPARED, STORED OR SERVED ON THE PREMISES. 15. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND REMAIN UNLOCKED DURING BUSINESS HOURS (WITH. THE EXCEPTION OF THE REAR SERVICE DOOR). 16. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL BE INSTALLED. 17. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. 18. DOORS OPENING INTO ONE-HOUR FIRE -RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 19. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED, ARE LED TYPE, AND FED FROM ONE ELECTRICAL CIRCUIT WITH AN INTERNAL BATTERY BACKUP. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM THE INTERNAL BACKUP. EMERGENCY LIGHTING SHALL BE 1 FOOTCANDLE AVERAGE, MINIMUM OF 0.1 FOOTCANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. MAXIMUM TO MINIMUM ILLUMINATION SHALL NOT EXCEED A UNIFORMITY RATIO OF 40 TO 1 ALONG THE EGRESS PATH. . 20. FIRE DAMPERS SHALL. BE PROVIDED BY MECHANICAL SUBCONTRACTOR WHEREDUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. REFER TO MECHANICAL DRAWINGS. 21. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR EFFORT. 22. CONTRACTOR SHALL SUPPLY & INSTALL 3/4" MIN. F.R.T. BLOCKING IN WALLS BEHIND ALL MOUNTED EQUIPMENT OR ACCESSORIES. ALL WOOD BLOCKING AND FURRING SHALL BE FRTW 23. CONTRACTOR TO FIELD VERIFY & MAINTAIN REQUIRED FIRE RATING OF ALL EXISTING AS -BUILT WALLS & COLUMNS. PROTECT DURING DEMOLITION, PATCH & REPAIR AS REQUIRED. 24. FIRE STOPPING REQUIRED ALL PENETRATIONS AND GAPS IN FIRE PARTITION SHALL BE FIRE -STOPPED PER CODE FILM COPY Pam* Noilita3ZSQ 2 P n review appal M • Approval of constratIon dowifttkatileadmm Ih �' t I► 11 ." '' o wood BY 1 City Of Makvalla BUILDING DIVISION ODE SYNOPSIS STORE TYPE: RETAIL SALES - WOMENS APPAREL (NEW TO MALL) LOCATION: SOUTHCENTER MALL - SPACE # 1135 LEVEL: 1 OF 3 APPLICABLE CODES: BUILDING: 2009.IBC W/ WASHINGTON STATE AMENDMENTS PLUMBING: 2009 UPC (UNIFORM PLUMBING CODE) W/ WASHINGTON STATE AMENDMENTS MECHANICAL: 2009 IMC W/ WASHINGTON STATE AMENDMENTS ELECTRICAL 2008.NATIONAL ELECTRIC CODE (NEC) ENERGY: WASHINGTON STATE ENERGY CODE ACCESSIBILTY: 2009 IBC / 2003 ANSI A117.1 / ADA FIRE: 2009 IFC W/ WASHINGTON STATE AMENDMENTS BUILDING OCCUPANCY USE GROUP: CONSTRUCTION CLASSIFICATION FIRE PROTECTION REQUIREMENTS: DEMISING WALL .: ........... SALES/NON-SALES WALL: MALL SERVICE CORRIDOR WALL G.W.B. CEILINGS LAY -IN CEILINGS STRUCTURAL COLUMNS DECK ABOVE (1) HOUR (0) HOUR M (MERCANTILE) / COVERED MALL / FULLY SPRINKLERED 2B / FULLY SPRINKLERED (REFER TO SHEET 11.1) (1) HOUR (0) HOUR (0) HOUR EXISTING STRUCTURAL COLUMNS ARE SPRAY -PROOFED AND BURIED IN DEMISING WALL CONSTRUCTION (NO CHANGE REQUIRED OR PROPOSED) EXISTING DECK ABOVE IS UNPROTECTED (TYPICAL) WITH SPRAY -ON FIRE PROOFING AT DECK AREAS BELOW FIRE RATED CORRIDORS ABOVE (NO CHANGE REQUIRED OR PROPOSED) FINISHES: ALL PROPOSED INTERIOR WALL AND CEILING FINISHES SHALL BE "CLASS C" MINIMUM (PER IBC 803.9) SPRINKLERED: FULLY SPRINKLED SMOKE EVACUATION: NO SMOKE EVACUATION SYSTEM REQUIRED OR PROPOSED OCCUPANT LOAD: REQUIRED EXITS: NUMBER: 2 EXITS REQUIRED (2 EXITS PROVIDED). MAXIMUM TRAVEL DISTANCE: 250' 108 (SEE AREA CALCULATION BELOW) RESTROOM / PLUMBING REQUIREMENTS:. (0) LAV'S / WC REQUIRED BY CODE; (1) EXISTING ACCESSIBLE RESTROOM WITH (1) WC AND (1) LAV PROPOSED TO REMAIN WITHIN LEASE SPACE. (0) HI -LOW DRINKING FOUNTAIN REQUIRED; (0) DRINKING FOUNTAINS PROPOSED (0) SERVICE SINK / MOP SINK REQUIRED; (0) MOP SINKS PROPOSED NOTE: MALL COMMON RESTROOMS AND DRINKING FOUNTAINS CURRENTLY EXIST WITHIN 300 FT. OF SPACE AND SATISFY CODE REQUIREMENTS FOR CUSTOMER AND EMPLOYEE USE. (2) ACCESSIBLE RESTROOMS CURRENTLY EXIST WITHIN TENANT LEASE SPACE. ONE OF TWO EXISTING RESTROOMS SHALL REMAIN FOR CONVENIENCE / USE BY EMPLOYEES. (1) EXISTING RESTROOM, (1) HI -LOW DRINKING FOUNTAIN, AND (1) MOP SINK WILL BE ELIMINATED FROM LEASE SPACE UNDER THIS CONTRACT: AREA CALCULATIONS S.F. BREAKDOWN 1. GROSS AREA: (2+3) 2. SALES AREA: INCLUDES SALES FLOOR, ELEVATOR, PUBLIC STAIRS, ENTRY (VESTIBULE) & FITTING ROOMS. 3. STOCK AREA: INCLUDES STOCK/STAGING, OFFICE(S), LAVATORY(S),, EXIT CORRIDORS & DUMBWAITER 4. LINEAR FRONTAGE: INCLUDES ALL LINEAR FRONTAGE FROM NEUTRAL PIER TO NEUTRAL PIER OCCUPANT LOAD OCCUPANT FACTOR LOAD 3 874 S.F. 108 3148 S.F. 30 105 636 S.F. 300 35'-7 1 /4" L.F. SCOPE OF WORK PROJECT SCOPE: The project is the new tenant improvement of an existing mercantile (retail) space within an existing covered mall. The scope of the work includes, but is not limited to minor demolition, new wall construction, storefront, ceilings, finishes, lighting, shelving, display fixtures, ventilation, electrical, plumbing and modification of an existing sprinkler system. It is the intent that the existing fire protection systems shall remain in operation during demolition and construction. ARMLIS Noh C angel shall be made to the scope of work witbout tout priorapproval of TukwIla•Ouilding Division. NOTE Revisions will require a new plan submittal and may include additional plan review fees. NOTE: USAGE HISTORY: PROPOSED USE: MERCANTILE "BANANA REPUBLIC" (RETAIL / UNISEX APPAREL) MERCANTILE "GARAGE" (RETAIL / WOMEN'S APPAREL) SPACE NUMBER(S): 1135 IS TO BE USED EXCLUSIVELY FOR RETAIL SALES (NO CHANGE OF USE) VICINITY MAP SOUTHCENTER MALL - 806 SOUTHCENTER MALL SEATTLE, WA 98116 KEY PLAN R[VICWED FOR ODE COMPLIANCE APPROVED LEVEL 1 OF 3 MAR 0 8 2013 City of Tukwila BUILDING DIVISION GARA'G'E SPACE ## 1135 14 OMPIETE DIV 00 LTR# INDEX PAGE TITLE ISSUE DATE 01 JAN 21 '13 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC CS.1 COVER SHEET 02 JAN 21 '13, RC 03' RS.1 RESPONSIBILITY SCHEDULE "ARCHITECTURAL" ' 02 JAN 21 '13 FL.1 FINISH LEGEND 02 JAN 21 '13 DS.1 DOOR SCHEDULE & DOOR DETAILS 02 JAN 21 '13 DS.2 DOOR DETAILS 02 JAN 21 '13 DB.0 SALES AREA DEMOLITION PLAN 02 JAN 21 '13 DB.1 STOCKROOM DEMOLITION PLAN 02 JAN 21 '13 DB.2 BARRICADE PLAN, ELEVATION & SECTION 02 JAN 21 '13 SD:1 SURVEY AFTER DEMOLITION PLAN 02 JAN 21 '13 01.0 SALES AREA FIXTURE & SQUARE FOOTAGE PLANS 02 JAN 21 '13 01.1 STOCKROOM FIXTURE PLAN 02 JAN 21 '13 01.2 LEGENDS & SCHEDULES 02 JAN 21 '13 01.3 LEGENDS & SCHEDULES 02 JAN 21 '13 02.1 INTERIOR ELEVATIONS 02 JAN 21 '13 02.2 INTERIOR ELEVATIONS 02 JAN 21 '13 03.1 SALES AREA CONSTRUCTION PLAN 02 JAN 21 '13 03.2 STOCKRM, H/C ACCESSIBLE F.R. & RESTRM CONST: PLANS 02 JAN 21 '13 04.1 CONSTRUCTION DETAILS 02 JAN 21 '13 04.2 MILLWORK DETAILS 02 JAN 21 '13 04.3 MILLWORK DETAILS 02 JAN 21 '13 04.4 MILLWORK DETAILS 02 JAN 21 '13 05,1 SALES AREA REF CLG PLAN, LIGHTING SCHEDULE & DETAILS 02 JAN 21 '13 05.2 STOCKROOM AREA REFLECTED CEILING PLAN & DETAILS 02 JAN 21'13 06.1 SALES AREA ARCHITECTURAL OUTLET PLAN & LEGEND 02 JAN 21'13 06.2 STOCKROOM AREA ARCHITECTURAL OUTLET PLAN 02 JAN 21'13 07.1 SALES AREA FLOOR FINISH PLAN 02 JAN 21 '13 07.2 STOCKROOM FLOOR FINISH PLAN & DETAILS 02 JAN 21 '13 07.3 H/C ACCESSIBLE RESTROOM FINISH DETAILS 02 JAN 21 '13 08.1 STOREFRONT PLAN &ELEVATION 02 JAN 21 '13 08.2 STOREFRONT SECTIONS & DETAILS I 02 JAN 21 '13 i--- 08.3 STOREFRONT SECTIONS & DETAILS 02 JAN 21 '13 09:1 FITTING ROOM PLAN & ELEVATIONS 02 JAN 21 '13 09.2 F.R. MILLWOR DETAILS & F.R. FINISH SCHEDULE 02 JAN 21 '13 09.3 FITTING ROOM MILLWORK DETAILS 02 JAN 21'13 10.1 STOCKROOM PLAN & ELEVATIONS 02 JAN 21 '13 11.1 U.L. DETAILS 02 JAN 21 '13 d ri Cil tin �... Si STRUCTURAL DETAILS 02 JAN 21 '13 SH.1 SHELVING PLAN AND DETAILS ' 02 JAN 21 '13 RS.2 RESPONSIBILITY SCHEDULE "ENGINEERING" 02 JAN 21 '13 FP1 FIRE PROTECTION PLAN 02 JAN 21 '13 M1 MECHANICAL PLAN 02 . JAN 21 '13 M2 MECHANICAL DETAILS 02 JAN 21 '13 M3 MECHANICAL•SPECIFICATIONS 02 JAN 21 '13 El ELECTRICAL POWER PLAN 02 JAN 21 '13 E2 ELECTRICAL LIGHTING PLAN 02 JAN 21 '13 E3 ELECTRICAL DETAILS 02 JAN 21 E3:1 ELECTRICAL DETAILS AND RISER DIAGRAM 02 JAN 21 '13 E4 ELECTRICAL PANEL SCHEDULES 02 JAN 21 '13 E5 ELECTRICAL SPECIFICATIONS 02 -` JAN 21 '13 E5.1 ELECTRICAL SPECIFICATIONS 02 JAN 21 '13 Metal COMPANY: Fermos ADDRESS: 4289 Majeau Montreal -Nord, Quebec H1H 2V7 CONTACT: Kathy Csombo TEL.: 514.327.7201 ext. 207 (Office) 514.245.2100 (Cell) FAX: 514.327.3214 EMAIL: patrick@avantecmetal.ca Millwork COMPANY: ICM Millwork ADDRESS: 1107 rue Levis Lachenaie, Quebec J6W 6E5 CONTACT: Michel Turcre TEL.: 450.492.5459 FAX: 450.492.5455 EMAIL: michelturcotte@icm-miliwork.com General Contractor COMPANY: T.B.D. ADDRESS: CONTACT: TEL.: FAX: EMAIL: Structural Engineer CONTACT: Greg Riley ADDRESS: 785 Tucker Rd. Suite G Tehachapi, CA 93561 LICENSE: #36245 TEL.: 805.630.6619 FAX: EMAIL: grileype@aol.com MEP Engineer COMPANY: James Knochel ADDRESS: 438 E. Wilson Bridge Road, Suite 100 Worthington, OH 43085 CONTACT: Jim Knochel TEL.: FAX.: 614.436.0100 WASHINGTON STATE REGISTERED ENGINEER: LICENSE # 48718 EMAIL: jknochel@cowanandassociates.com Interior Designer COMPANY: Optima Design ADDRESS: 124, rue McGill, suite 300 Montreal, Quebec H2Y 2E5 CONTACT: Marco lacampo / Sandra Parker TEL.: 514.288.3952 ext: 213 / 208 FAX: 514.288.3088 EMAIL: sandra@optima-design.com Architect COMPANY: David A. Udkow ADDRESS: 11881 North 113 Way Scottsdale, AZ 85259 CONTACT: David Udkow TEL.: 480.614.3385 FAX 480.614.0209 WASHINGTON STATE REGISTERED ARCHITECT: LICENSE # 3408 EMAIL: DAVIDAUDKOW@COX.NET Tenant COMPANY: Groupe Dynamite ADDRESS: 5592 rue Ferrier Mont -Royal, Quebec H4P 1 M2 CONTACT: Marie -Pierre Bosse TEL.: 514.733.3962 ext: 320 FAX: 514.667.5165 EMAIL: mbosse@dynamite.ca Mall Facilities Manager_; COMPANY: Westfield Southcenter ADDRESS: 2800 Southcenter SEATTLE, WA 98116-2888 CONTACT: Christian Faltenberger TEL.: 206.2460423 FAX: EMAIL: cfaltenberger@westfield.com Landlord COMPANY: Westfield, LLC. ADDRESS: 11601 Wilshire Boulevard 11th Floor Los Angeles, CA 90025 CONTACT: Tenant Coordinator Wayne Johnson TEL.: 310.478.4456 F EMAIL•:;. optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGIII 1 suite 300 1 'Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY JK 01 JAN 21 '13 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 JAN 21 '13 ISSUED FOR CONSTRUCTION RC 03' 04 ' 05 No. DATE REVISION BY DRAWN BY JK CHECKED BY RC ` JAN 21 '13 REVISED AS PER CLIENT, LANDLORD & CITY BUILDING DEPT. COMMENTS DD ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE *48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL RECEIVED CITY OF TUKWILA`'. JAN 3 1 2013. PERMIT CENTE 1 t(Ot Es alirEcT �rdrrrwti.. GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE# 1135 806 SOUTHCENTER MALL SEATTLE, WA 98116 TITLE COVER SHEET SPACE No 1135 AREA 3 784'SQ. FT. SCALE AS SHOWN DRAWN BY JK CHECKED BY RC ` DATE NOV 2012 PROJECT No. 12-679 DWG. No. C S . 1 RESPONSIBILITY SCHEDULE REVISED: JUNE 11, 2012 STOCKROOM FURNISHED BY T GC LL CEILING (IF APPLICABLE) INSTALLED BY T GC [ LL. REMARKS CABINETS / FIXTURES FURNISHED BY .............:.......... T GC LL INSTALLED BY T GC LL REMARKS STOREFRONT FURNISHED BY INSTALLED BY T GC LL T GC LL REMARKS REFER TO PAGE COW FOR SPECIFICATIONS REAR SERVICE DOOR & FRAME REFER TO DOOR SCHEDULE PAGE REAR SERVICE DOOR THREE-POINT LATCHING DEVICE (PUSH PLATE PANIC BAR) REFER TO ELECTRICAL DWGS. REAR SERVICE DOOR CLOSURE REAR SERVICE DOOR PEEPHOLE REAR SERVICE DOOR SIGNAGE STOCKROOM DOOR & FRAME REFER TO DOOR SCHEDULE PAGE RUBBER WALL BASE FLOORING REFER TO PAGE FOR SPECIFICATIONS WALL FINISH PERIMETER WALL FURRING SURFACE MOUNTED STANDARDS, BRACKETS, CLIPS...ETC, PERIMETER SHELVING & HANGBARS CODE COMPLIANT, METAL OR F.R.T. WOOD FOR SPECIFICATIONS REFER TO DETAIL REFER TO PAGE FOR QUANTITIES REFER TO PAGE FOR QUANTITIES PERIMETER WALL SHELVING HARDWARE FOR SURFACE MOUNTED STANDARDS ROLLING RACK SHELVING UNITS HARDWARE BIN(S) LADDER(S) LADDER HOOKS (SPEC: HOME DEPOT CRAWFORD 11" GIANT STORAGE HANGER MODEL # GSH -36 CAT # 932114) • REFER TO PAGE HEIGHTS FOR QTYS. & INSTALLATION FURNITURE BULLETIN BOARDS LOCKERS CENTRAL VACUUM AND ACCESSORIES REFRIGERATOR / MICROWAVE BOTTLED WATER DISPENSER (IF APPLICABLE) HI/LO DRINKING FOUNTAINS (IF APPLICABLE) 1 YR. MIN. CONTRACT WITH LOCAL BOTTLED WATER SUPPLIER CLIENT TO APPROVE SUPPLIER PRIOR TO CONTRACT AGREEMENT. CABINETS, TRIM, CLEAT CHANNELS, SHELVES, ETC. PRE -FINISHED WOOD PANELS • CASH COUNTER / BACKBAR • PRESENTATION FIXTURES, MANNEQUINS, DISPLAY ELEMENTS DISPLAY TABLES, FLOOR RACKS, DISPLAY MIRRORS & DECORATIVE PROPS # 1 & 2 • • BARRIER -FREE LEDGE AT CASH COUNTER (IF REQUIRED) • IN -WALL BLOCKING (AS REQUIRED) CODE COMPLIANT, METAL OR F.R.T. WOOD FITTING ROOM AREA FITTING ROOM DOORS • REFER TO DOOR SCHEDULE PAGE DOOR HARDWARE DOOR BUMPER (WALL MOUNTED) REFER TO PAGE CEP COORDINATE WITH G.C. HANDICAP FITTING ROOM BENCH ALL FITTING ROOM MIRROR FRAMES (INCLUDING CORRIDOR) FITTING ROOM WOOD SEPARATOR FITTING ROOM MOLDING, BASE AND BEADBOARD FITTING ROOM WALLPAPER • ' FITTING ROOM MANAGEMENT RECESSED STANDARDS FITTING ROOM MANAGEMENT NUMBER BOX FITTING ROOM MANAGEMENT TABLE / CABINET UNIT FITTING ROOM HANGBAR IN -WALL BLOCKING (AS REQUIRED) CODE COMPLIANT, METAL OR F.R.T. WOOD THRESHOLD FLOORING DECORATIVE STOREFRONT BRICK COLUMNS TEMPERED GLASS PREFABRICATED METAL GLAZING BASE STOREFRONT MOLDINGS AND BEADBOARD, SLIDING CLOSURE GRILLES, HARDWARE & ACCESSORIES SIGNAGE BLADE SIGNS (IF APPLICABLE) METAL REVEAL AT BULKHEAD OR AT NEUTRAL PIER (IF REQUIRED) METAL GRID AT DISPLAY WINDOW AREA FOR SPECIFICATIONS REFER TO PAGE MATCH MALL FLOORING U.N.O.CID REFER TO PAGE REFER TO PAGE a FOR SPECIFICATIONS FOR SPECIFICATIONS REFER TO DOOR SCHEDULE PAGE REFER TO PAGE REFER TO PAGE CIF FOR SPECIFICATIONS FOR HEIGHT AND SPECS. DECORATIVE GARAGE DOORS AT VESTIBULE & AT STOREFRONT (IF APPLICABLE MILLWORK DOUBLE DOORS AT VESTIBULE (IF APPLICABLE) REFER TO DOOR SCHEDULE PAGE EXTERIOR STOREFRONT SYSTEM LE. EXTERIOR DOORS, GLAZING & MULLIONS (IF APPLICABLE) FOR OUTLET STORES ONLY. REFER TO PAGE FOR DOOR SCHEDULE FOR OUTLET STORES ONLY. REFER TO PAGE FOR DOOR SCHEDULE FOOT GRILLE AT VESTIBULE ENTRANCE (IF APPLICABLE) FOR OUTLET STORES ONLY POSTER FRAME AT VESTIBULE PODIUMS AND ACCESSORY RISERS AT VESTIBULE CROWN & TOP MOLDINGS, BASE AND BEADBOARD AT VESTIBUILE VESTIBULE WALL FINISH VESTIBULE MOSAIC TILES IN -WALL BLOCKING (AS REQUIRED) METAL FRAMING • REFER TO PAGE FOR SPECIFICATIONS CODE COMPLIANT, METAL OR F.R.T. WOOD FILE CLOSET RESTROOMS CEILING / PLATFORM LEDGE REFER TO PAGE FOR HEIGHT AND SPECS. RESTROOM DOOR & FRAME REFER TO DOOR SCHEDULE PAGE BARRIER -FREE SIGNAGE FLOORING AS PER CODE REFER TO PAGE FOR SPECIFICATIONS WATER PROOF THRESHOLD RUBBER WALL BASE • WALL FINISH IN -WALL INSULATION REFER TO PAGES SPECIFICATIONS CEP FOR IN -WALL BLOCKING (AS REQUIRED) CODE COMPLIANT, METAL OR F.R.T. WOOD CEMENT BACKER BOARD AT CERAMIC TILE ONLY. REFER TO PAGE FOR SPECIFICATIONS WATERPROOF MEMBRANE WATER CLOSET (TOILET) LAVATORY (SINK) INCLUDES FAUCET APPLY TO ENTIRE RESTROOM, FLOOR & UP 6" EACH WALL NEW WATER CLOSET (TOILET) ONLY WHEN REQ'D. FLUSH HANDLE MUST BE ON "OPEN" SIDE OF WC. • HOSE -BIB FRICTION TYPE MOP HOLDER (DOUBLE & SINGLE STRIP) & HOSE HOLDER SHELVES AT LAVATORIES / MOP SINK BARRIER -FREE GRAB BARS MIRROR TOILET PAPER DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER NEW LAVATORY (SINK) ONLY WHEN REQUIRED. G.C. TO INSTALL HOSE BIB BENEATH SINK IN ALL NEW AND EXISTING RESTROOMS ADA APPROVED INSTALLED ABOVE LAVATORY (SINK) MODEL DETERMINED BY TENANT MODEL DETERMINED BY TENANT MODEL DETERMINED BY TENANT TRASH RECEPTACLE BABY CHANGING STATION (IF APPLICABLE) IF REQUIRED BY CODE AND IF SHOWN ON DWGS. MODEL DETERMINED BY TENANT DOOR & FRAME REFER TO DOOR SCHEDULE PAGE CEILING / PLATFORM LEDGE FLOORING REFER TO PAGE CEP FOR HEIGHT AND SPECS. RUBBER WALL BASE •'. CHAIR • SHELVES SHELVING HARDWARE REFER TO PAGE a w FOR QUANTITIES IN -WALL BLOCKING (AS REQUIRED) • CODE COMPLIANT, METAL OR F.R.T. WOOD SALES AREA SUSPENDED WOOD LATT CEILING DECORATIVE PAINTED CARPETS & MOSAIC TILES • REFER TO PAGE FOR SPECIFICATIONS EPDXY FLOOR PAINT & PREPARATION TRENCHING SLAB (IF REQUIRED) WOOD WALL BASE • • INCLUDES PATCHING, REPAIRING & LEVELING • DECORATIVE WOOD BEAMS AND COLUMNS METAL RECESSED STANDARDS METAL PUCK SYSTEM RECESS STANDARDS, SEE VENDOR FOR INSTALLATION REQUIREMENTS INSTALLED AT BACK DORMER WALL DECORATIVE BRICK WALL INSTALLED AT BACK DORMER WALL SIGNAGE IN -WALL BLOCKING (AS REQUIRED) SUSPENDED FROM BACK DORMER CODE COMPLIANT, METAL OR F.R.T. WOOD INTIMATE LOUNGE AREA INTIMATE LOUNGE NICHE TIN CEILING GENERAL GYPSUM BOARD: CEILINGS, WALLS, ETC. AND REQUIRED FRAMING & BLOCKING IN -WALL BLOCKING FOR ALL ITEMS IN STORE GLAZING CHANNELS, CLAMPS, FITTINGS AND STRUCTURAL SUPPORTS HOLLOW METAL DOORS & FRAMES (TYP.) DOOR HARDWARE (TYP.) SEALANT & CAULKING TEMPERED GLASS NON -TEMPERED MIRRORS (ALL) PAINT WALL -COVERINGS LAY -IN CEILING (TILE & GRID) (WHERE APPLICABLE) ACCESS PANELS (GYPSUM BOARD) DIAGONAL BRACING MOISTURE BARRIER FLOOR EXPANSION JOINTS WALL / CEILING EXPANSION JOINTS DEMISING WALL METALS STUDS (EXISTING) DEMISING WALL GYPSUM BOARD (EXISTING) FLOOR SLAB PREP., PATCH, REPAIR & LEVELING NEW DEMISING WALL @ REAR OF SPACE (IF REQUIRED) MODIFICATIONS TO EXISTING DEMISING WALLS (IF REQUIRED) DEMOLITION • • • 7 r CODE COMPLIANT, METAL OR F.R.T. WOOD REFER TO DOOR SCHEDULE PAGE REFER TO DOOR SCHEDULE PAGE REFER TO PAGE REFER TO PAGES REFER TO PAGES REFER TO PAGE AS REQUIRED FOR QUANTITIES & SPECS. OSA '® FOR SPECS. FOR SPECS. FOR HEIGHT AND SPECS. AS REQUIRED AND/OR DETAILED AS PER SITE CONDITIONS, AS REQUIRED AT ALL WET AREAS REFER TO PAGE REFER TO PAGE FOR SPECIFICATIONS FOR SPECIFICATIONS REFER TO SCHEDULE C & TO PAGES FOR SPECIFICATIONS Car REFER TO SCHEDULE C & TO PAGES — & FOR SPECIFICATIONS B. ENTIRE SALES AREA AS REQ'D BY FINISH FLOORING MANUFACTURER SPECIFICATIONS 6 COMPLETE REMOVAL OF ANY ABANDONED EXISTING SENSORMATIC ANTENNAE IN FLOOR PER CLIENT'S STANDARDS U.N.O. optima design t. 514 288 3952 1 f. 514 288 3088 I www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC iia 02 VON .n... 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL REMOVAL OF ALL PREVIOUS LEASEHOLD IMPROVEMENTS, NOT TO BE REUSED BRACING / SHORING REFER TO MEP DWGS. & TO PAGES FOR SPECIFICATIONS CIF BARRICADE / FINISH PER CLIENT'S STANDARDS U.N.O. COORDINATE WITH LL DESIGN CRITERIA MANUAL BARRICADE GRAPHICS PER CLIENT'S SPECIFICATIONS ARTWORK BY TENANT DUMPSTER RECEIVED CITY -OF TUKWI.LA JAN 02 2013 STRUCTURAL / SPECIALTIES PERMIT CENTER STRUCTURAL WORK (AS SPECIFIED) REFER TO STRUCTURAL DRAWINGS ANNOTATIONS T: TENANT GC: GENERAL CONTRACTOR LL: LANDLORD NOTES: G.C. TO USE AS GUIDE & WORK IS NOT LIMITED TO THE RESPONSIBILITY SCHEDULE 340 .<} ER.�:� 1AChifECT D I A. UDKCW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE# 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE - OR ! NCE ;IR 'CODE CO P r4 A -PP . n• AREA 3 784 SQ. FT. MAR08 i3 City of iia • , � D VON .n... REMOVAL OF ALL PREVIOUS LEASEHOLD IMPROVEMENTS, NOT TO BE REUSED BRACING / SHORING REFER TO MEP DWGS. & TO PAGES FOR SPECIFICATIONS CIF BARRICADE / FINISH PER CLIENT'S STANDARDS U.N.O. COORDINATE WITH LL DESIGN CRITERIA MANUAL BARRICADE GRAPHICS PER CLIENT'S SPECIFICATIONS ARTWORK BY TENANT DUMPSTER RECEIVED CITY -OF TUKWI.LA JAN 02 2013 STRUCTURAL / SPECIALTIES PERMIT CENTER STRUCTURAL WORK (AS SPECIFIED) REFER TO STRUCTURAL DRAWINGS ANNOTATIONS T: TENANT GC: GENERAL CONTRACTOR LL: LANDLORD NOTES: G.C. TO USE AS GUIDE & WORK IS NOT LIMITED TO THE RESPONSIBILITY SCHEDULE 340 .<} ER.�:� 1AChifECT D I A. UDKCW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE# 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE RESPONSIBILITY SCHEDULE "ARCHITECTURAL" SPACE No 1135 AREA 3 784 SQ. FT. SCALE N/A DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. RS.1 SYMBOL MANUFACTURER DESCRIPTION REMARKS SYMBOL MANUFACTURER DESCRIPTION REMARKS SYMBOL MANUFACTURER DESCRIPTION. REMARKS CONCRETE - MAIN FLOOR FINISH PAINT ARCHITECTURAL 1 WOOD CTM ADHESIVES ECTR - CLEAR EPDXY COATING SYSTEM CLEAR EPDXY ON CEMENT SLAB FLOOR EPDXY PAINT FOR DECORATIVE CARPETS REFER TO DRAWINGS FOR DETAILS. CONTRACTOR TO SUBMIT SAMPLE TO OPTIMA DESIGN, FOR APPROVAL. (EPB> CTM ADHESIVES WACT - HIGH PERFORMANCE ACRYLIC COATING SYSTEM COLOR. BLACK ZEBRA CARPET REFER TO DRAWINGS FOR CARPET DETAIL FOR EXACTLOCATION RS1 / CTM ADHESIVES WACT - HIGH PERFORMANCE ACRYLIC COATING SYSTEM COLOR. OFF-WHITE / GREY ZEBRA CARPET REFER TO DRAWINGS FOR CARPET DETAIL FOR EXACT LOCATION FEP9 FOR STOCKROOM AREA I.E. IN FRONT OF THE ELECTRICAL PANELS. G.C. TO WAX VINYL FLOOR. VINYL REDUCER STRIP <P4A> BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE DESIGNER CLASSICS COLLECTION # OC -17 WHITE DOVE DESIGNER CLASSICS COLLECTION # HC -103 CROMWELL GRAY COLOR PREVIEW COLLECTION # 2137-30 DURANGO FOR STOCKROOM, FITTING ROOM AREA, & DISPLAY AREA ACRYLIC LATEX (EGGSHELL); FITTING ROOM DOORS (OIL) FOR GYPSUM DORMER AT CASH LATEX (EGGSHELL) FOR OUTLETS ONLY FOR WALLS BELOW 12'-0" LATEX (EGGSHELL) REFER TO DRAWINGS (A4) GOODFELLOW SPRUCE WOOD STAINED DARK BROWN (GARAGE BROWN BY ICM) BIRCH WOOD DARK BROWN STAIN (SAMPLE TO BE APPROVED BY OPTIMA DESIGN) SMARTSIDE COLOR: MS-231(TO MATCH BENJAMIN MOORE # 2137-30 / DURANGO) 4" c/c GROOVES , 7/16" THICK PRESTIGE FINISH. WOOD CEILING LATTS, WOOD. DETAILS, PODIUMS & SOME FURNITURE. SAMPLE TO BE APPROVED BY OPTIMA DESIGN. FOR CASH, BACK BAR UNIT, BARRIER -FREE LEDGE, SOME SHELVES, ACCESSORY UNIT & FITTING ROOM CORRIDOR MIRROR FRAMES FOR OUTLETS EXTERIOR FACADE PLANKING <P4S> VINYL TILE JOHNSONITE VINYL REDUCER STRIP CTA -47 -J (1/4" CARPET TILE TO CONCRETE REDUCER) COLOR: #47 BROWN REFER TO DRAWINGS FOR DETAILS. INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMMENDATIONS. RS1 / KRINKLGLAS VINYL TILE CERAMIC TILE ARMSTRONG IMPERIAL TEXTURE, STD EXCELON # 51860 SOFT COOL GRAY 12" x 12" TILE (1/8" THICK) FOR STOCKROOM AREA WITH JOHNSONITE 4" RUBBER ' BASEBOARD TO MATCH. G.C. TO WAX VINYL FLOOR. ® KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: BLUE AVAILABLE IN 1/8", 3/16" OR 1/4" TH. ICISA IMPERIAL TEXTURE, STD EXCELON # 51816 CHERRY RED 12" x 12" TILE (1/8" THICK) FOR STOCKROOM AREA I.E. IN FRONT OF THE ELECTRICAL PANELS. G.C. TO WAX VINYL FLOOR. ®ARMSTRONG KRINKLGLAS ®ARMSTRONG DALTILE BIDBASED TILE, MIGRATIONS, # T3503 ASHEN GRAY 12 x 12 TILE (118 THICK) BASEBOARD TO MATCH. G.C. TO WAX VINYL FLOOR. ( ' FOR STOCKROOM AREA WITH JOHNSONITE 4" RUBBER NOTE: ONLY USE WHEN GREEN„ POLICY ISA REQUIREMENT) ® KRINKLGLAS (BT2) ARMSTRONG BIOBASED TILE, MIGRATIONS, # T3524 RED BERRY 12” x 12" TILE (1/8" THICK) FOR STOCKROOM AREA I.E. IN FRONT OF THE ELECTRICAL PANELS. G.C. TO WAX VINYL FLOOR. (NOTE: ONLY USE WHEN "GREEN" POLICY IS A,REQUIREMENT) CERAMIC TILE WALLCOVERING BENJAMIN MOORE MILLWORK CONTRACTOR COLOR PREVIEW COLLECTION # 2137-30 DURANGO SILVER ICM -P9 FOR STOREFRONT WOOD BRICK & BASEBOARD OIL (ACRYLIC) GLOSS; REFER TO DRAWINGS FOR DECORATIVE BEAMS <A9> (A10) GOODFELLOW PIERRES ET BRIQUES DESIGN & CO. SMARTSIDE C L R: MS -231 ( TO MATCH BENJAMIN O O MOORE # 2137-30 / DURANGO) WITHOUT GROOVES , 7/16" THICK PRESTIGE FINISH THIN BRICK COLOR: AUTHENTIQUE SABLE # B-013 USE PROMA GROUT # 39 LIN /LINEN FOR OUTLETS EXTERIOR FACADE FRAMES FOR REAR DORMER WALL & BRICK WALL AT EVERYDAY (P10) SHERWIN WILLIAMS SMOKEY TOPAZ SW6117 FOR FITTING ROOM # 6's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) MILLWORK CONTRACTOR DISTRESSED BROWN FOR GEN Y FURNITURE & DESIGN ELEMENTS SHERWIN WILLIAMS QUIESCENT WHITE SW 1655 IVORY COAST FOR FITTING ROOM PLYWOOD ACRYLIC LATEX (EGGSHELL) MILLWORK CONTRACTOR DISTRESSED WHITE WASH FOR GEN Y FURNITURE & DESIGN ELEMENTS <P18> BENJAMIN MOORE DESIGNER CLASSICS COLLECTION # HC -10 STUART GOLD FOR FITTING ROOM # 4's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) <P19> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2114-10 BITTERSWEET CHOCOLATE FOR LIGHT FIXTURES, WALLS ABOVE 12'-0", VESTIBULE & DECK CLGS.: LATEX (FLAT); FOR FITTING ROOM # 2's BASEBOARDS & TRIMS & WALLS BELOW 12'-0" LATEX (EGGSHELL). <P20> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2081-30 VIBRANT BLUSH FOR FITTING ROOM # l's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) (P25) BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2085-10 ARROYO RED FOR FITTING ROOM # 3's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) (P26> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2004-20 CHILI PEPPER FOR FITTING ROOM # 5's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) BENJAMIN MOORE DESIGNER CLASSICS COLLECTION # CC -90 NATURAL LINEN FOR STOCKROOM DOOR FRAME @ REAR DORMER WALL ACRYLIC LATEX (EGGSHELL) P28 SHERWIN WILLIAMS COLLONADE GRAY SW 7641 AT STOREFRONT TO MATCH CONCRETE BASE (MATTE) P29) BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2132-10 BLACK/NOIR EXTREME FOR SMALL & LARGE ORNATE MIRROR FRAME AT COMMUNITY LOUNGE AREA (HIGH GLOSS) SANITAS WALLCOVERINGS SANITAS WALLCOVERINGS SEABROOK DESIGNS IMPERIAL SHAND KYDD SHAND KYDD KENNETH JAMES # WC1281372 (PURPLE SWIRL) # WC1280682 (GREEN VICTORIAN) SILHOUETTE # SL092126 PAGE 164 PRICE CODE B (ORANGE) WINETKA #30895840 (LEOPARD PRINT) RAVENGLASS LIME # JW105672 PAGE 142 (ROSE & BUTTERFLY) MILLOM PEACOCK # JW105701 PAGE 126 (VICTORIAN BLUE) SAVOY WTG # U8UYTV9 PAGE 33 (FAUX WALLPAPER) FOR FITTING ROOM # 1 FOR FITTING ROOM # 2 FOR FITTING ROOM # 3 FOR FITTING ROOM # 4 FOR FITTING ROOM # 5 & FITTING ROOM MANAGEMENT# 5A FOR VESTIBULE WALLS SHAND KYDD OMNI WALLCOVERINGS RAVENGLASS BLUE (ROSE & BUTTERFLY) ANAGLYPTA COLLECTION ALFRED # RD 0137 PAGE 33 FOR COMMUNITY LOUNGE AND FEATURE WALL FOR GEN Y REVAMPS (@ CEILING OF INTIMATE LOUNGE IF NECESSARY) ACRYLIC 4CR') CASALGRANDE CERAMIC TILES 8" x 8" CASALGRANDE COCO FOR RESTROOM FLOORS LIGHT GREY GROUT ® KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: BLUE AVAILABLE IN 1/8", 3/16" OR 1/4" TH. ICISA CERAMIC TILES 6" x 6„ ICISA POLAR FOR RESTROOM WALLS WHITE GROUT 0 KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: GOLD AVAILABLE IN 1/8", 3/16" OR 1/4" TH. DALTILE HEXAGONAL MOSAIC TILES SERIES: KEYSTONE SHAPES COLOR: D311; SIZE: 1-1/4" AT VESTIBULE, REAR DORMER AND CASH AREAS ® KRINKLGLAS WALLCOVERING BENJAMIN MOORE MILLWORK CONTRACTOR COLOR PREVIEW COLLECTION # 2137-30 DURANGO SILVER ICM -P9 FOR STOREFRONT WOOD BRICK & BASEBOARD OIL (ACRYLIC) GLOSS; REFER TO DRAWINGS FOR DECORATIVE BEAMS <A9> (A10) GOODFELLOW PIERRES ET BRIQUES DESIGN & CO. SMARTSIDE C L R: MS -231 ( TO MATCH BENJAMIN O O MOORE # 2137-30 / DURANGO) WITHOUT GROOVES , 7/16" THICK PRESTIGE FINISH THIN BRICK COLOR: AUTHENTIQUE SABLE # B-013 USE PROMA GROUT # 39 LIN /LINEN FOR OUTLETS EXTERIOR FACADE FRAMES FOR REAR DORMER WALL & BRICK WALL AT EVERYDAY (P10) SHERWIN WILLIAMS SMOKEY TOPAZ SW6117 FOR FITTING ROOM # 6's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) MILLWORK CONTRACTOR DISTRESSED BROWN FOR GEN Y FURNITURE & DESIGN ELEMENTS SHERWIN WILLIAMS QUIESCENT WHITE SW 1655 IVORY COAST FOR FITTING ROOM PLYWOOD ACRYLIC LATEX (EGGSHELL) MILLWORK CONTRACTOR DISTRESSED WHITE WASH FOR GEN Y FURNITURE & DESIGN ELEMENTS <P18> BENJAMIN MOORE DESIGNER CLASSICS COLLECTION # HC -10 STUART GOLD FOR FITTING ROOM # 4's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) <P19> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2114-10 BITTERSWEET CHOCOLATE FOR LIGHT FIXTURES, WALLS ABOVE 12'-0", VESTIBULE & DECK CLGS.: LATEX (FLAT); FOR FITTING ROOM # 2's BASEBOARDS & TRIMS & WALLS BELOW 12'-0" LATEX (EGGSHELL). <P20> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2081-30 VIBRANT BLUSH FOR FITTING ROOM # l's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) (P25) BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2085-10 ARROYO RED FOR FITTING ROOM # 3's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) (P26> BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2004-20 CHILI PEPPER FOR FITTING ROOM # 5's BASEBOARDS & TRIMS ACRYLIC LATEX (EGGSHELL) BENJAMIN MOORE DESIGNER CLASSICS COLLECTION # CC -90 NATURAL LINEN FOR STOCKROOM DOOR FRAME @ REAR DORMER WALL ACRYLIC LATEX (EGGSHELL) P28 SHERWIN WILLIAMS COLLONADE GRAY SW 7641 AT STOREFRONT TO MATCH CONCRETE BASE (MATTE) P29) BENJAMIN MOORE COLOR PREVIEW COLLECTION # 2132-10 BLACK/NOIR EXTREME FOR SMALL & LARGE ORNATE MIRROR FRAME AT COMMUNITY LOUNGE AREA (HIGH GLOSS) SANITAS WALLCOVERINGS SANITAS WALLCOVERINGS SEABROOK DESIGNS IMPERIAL SHAND KYDD SHAND KYDD KENNETH JAMES # WC1281372 (PURPLE SWIRL) # WC1280682 (GREEN VICTORIAN) SILHOUETTE # SL092126 PAGE 164 PRICE CODE B (ORANGE) WINETKA #30895840 (LEOPARD PRINT) RAVENGLASS LIME # JW105672 PAGE 142 (ROSE & BUTTERFLY) MILLOM PEACOCK # JW105701 PAGE 126 (VICTORIAN BLUE) SAVOY WTG # U8UYTV9 PAGE 33 (FAUX WALLPAPER) FOR FITTING ROOM # 1 FOR FITTING ROOM # 2 FOR FITTING ROOM # 3 FOR FITTING ROOM # 4 FOR FITTING ROOM # 5 & FITTING ROOM MANAGEMENT# 5A FOR VESTIBULE WALLS SHAND KYDD OMNI WALLCOVERINGS RAVENGLASS BLUE (ROSE & BUTTERFLY) ANAGLYPTA COLLECTION ALFRED # RD 0137 PAGE 33 FOR COMMUNITY LOUNGE AND FEATURE WALL FOR GEN Y REVAMPS (@ CEILING OF INTIMATE LOUNGE IF NECESSARY) ACRYLIC 4CR') KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: ROSE MAUVEFOR AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FITTING ROOM # 1 411, KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: BLUE AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FOR FITTING ROOM # 4 4CR 1 REFER TO DRAWINGS FOR DETAILS: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS. M4 KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: GOLD AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FOR FITTING ROOM # 2 // \\ (ACR3) FOR INTIMATE LOUNGE CEILING ®BRIAN KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: RED -ORANGE AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FOR FITTING ROOM' # 3 // � CRO) \\ / KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: KELLY GREENFOR AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FITTING ROOM # 5 4.C1:2' KRINKLGLAS TRADITIONAL SINGLE COLORS COLOR: PURPLEFOR AVAILABLE IN 1/8", 3/16" OR 1/4" TH. FIRE RATING TO MEET FLAMMABILITY D-365 FITTING ROOM # 6 4C4 METAL LAMINATE I MELAMINE METAL CONTRACTOR POWDER COATED # PS211M7 BY: PROTECH COLOR COLLECTIONS FOR SURFACE MOUNTED STANDARDS (OUTLETS ONLY) 411, L4 FORMICA SCHLUTER SYSTEMS EDGE PROTECTION & TRANSITION PROFILE FOR VESTIBULE TO MALL TILE # SCHIENE-E; E-100 STAINLESS STEEL 304; , SIZE: 100 / 3/8 - 10MM REFER TO DRAWINGS FOR DETAILS: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS. M4 MATTE FINISH DWG. No. F L . 1 GREER'S TIN CEILINGS PANEL DESIGN #22 IN TIN FINISH PAINTED P1 FOR INTIMATE LOUNGE CEILING ®BRIAN LAMINATE I MELAMINE MARBLE JOHNSONITE LAMI NATE FOR CASH COUNTER TOP AREA 3 784 SQ. FT. L4 FORMICA # 858.58 PUMICE/ PONCE FOR STOCKROOM DOOR AT REAR DORMER WALL DATE NOV 2012 02 MATTE FINISH DWG. No. F L . 1 MARBLE RECEIVED CITY OF TUKWILA PERMIT CENTER NOTE: ALL INTERIOR FINISHES SHALL BE CLASS "C" RATED FINISHES IN COMPLIANCE WITH LOCAL CODE. optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 strictlyprohibited bythe 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 specfications are subject without limitation to copyright protectior as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. JOHNSONITE WHITE / GREY VEINES CARRERA MARBLE' FOR CASH COUNTER TOP AREA 3 784 SQ. FT. 01 RECEIVED CITY OF TUKWILA PERMIT CENTER NOTE: ALL INTERIOR FINISHES SHALL BE CLASS "C" RATED FINISHES IN COMPLIANCE WITH LOCAL CODE. optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 strictlyprohibited bythe 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 specfications are subject without limitation to copyright protectior as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 02 12-679 DWG. No. F L . 1 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 4)408) ti DAVID A. UDKOW STATE OF WASHINGTON C}i TELT ®\v GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE FINISH LEGEND SPACE No 1135 AREA 3 784 SQ. FT. SCALE N/A DRAWN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. F L . 1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY FG 01 DOOR ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL SIZE MATERIAL 02 GLASS FRAME FINISH S[LL 03 HARDWARE REMARKS REVISED FOR FLORIDA MALL NOV 15,2012 04 05 DOOR SCHEDULE- ' LOCKS CLOSER !PUSH PULL .PE ICKNESSE13/8"UNLESS NOTED OTHERWISE _LOW CORE METAL _LOW CORE WOOD OD CONSTRUCTION DING GRILLE DOOR E RESISTANCE - U.L.C. - HOURS DOR NO. AR FLAT GLASS 1MINUM _SSED STEEL JT STEEL PLATE EAR PINE FRAME F STRIP NT kIN & VARNISH NTED IN MILLWORK SHOP EAR NATURAL ANODIZED .STIC LAMINATE 3SAGE SET VACY LOCK FRANCE LOCK RFACE-MOUNTED OVERHEAD NCEALED OVERHEAD NCEALED FLOOR ASH CHAIN OR STOP - FLOOR OR STOP - WALL AOR /WINDOW NO. Z TYPE DETAIL TYPE DETAIL GENERAL NOTES 0 NOTE #1: el Q ZNOTE A D ALL LATCHING DOORS TO RECEIVE LEVER HARDWARE WITH EXCEPTION OF DOORS EQUIPPED WITH PANIC HARDWARE. (� #2: D3 OIN O P: ® Z B G3) E EDECORATIVE e GARAGE DOOR VICINITY OF STOREFRONT ENTRY TO HAVE LOCK BOLT FIXED IN LOCKED POSITION (SCREW) AS REQUIRED TO HOLD DOOR IN OPEN POSITION PERMANENTLY. O Z Imo' Z NOTE #3: _M 0 tY a FPER NFPA 101 SECTION 7.2.1.4.1.4 (2): ON OR ADJACENT TO THE GRILLE OR DOOR THERE SHALL BE A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT fO W e UJ OmC 0a�z¢ _ el F s. LESS THAN 25mm (1 INCH) HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS: "THIS DOOR TO REMAIN OPEN WHEN THE SPACE IS OCCUPIED. O "U Q J FROM TO I y -—a __ cn Lt_ .� 0 0 °J�`w�oQ < a m O a cn a�� o_ v a Li w a w a �OO� cn c> v v oo o o D1 MALL AREA VESTIBULE 134" 139" SPEC SLIDING GRILLE • D1 • D1 SLIDING GRILLE "ROYAL" BY MOBILFLEX - W/ TEMPERED GLASS - TRACK TO BE SEMI -RECESSED. SEE NOTE #3 DI D2 VESTIBULE VESTIBULE C 120' 48" 1 3/4" RHR ® D2 • D2 DECORATIVE DOOR - SEE DETAIL C/DS.2 FOR HARDWARE - D2 D3 VESTIBULE SALES AREA E 113" 48" 1 3/4" LOCKED • D3 • D3 DECORATIVE DOOR - SEE DETAIL E/DS.2 FOR HARDWARE - TO BE LOCKED IN PLACE D3 D4 FITTING ROOM STOCKROOM A i 80" 36" RH • D4 • ® D4 0 • • LEVER TYPE HANDLE - LSDA#L14026D - NO LOCK (PASSAGE SET) D4 D5 FITTING ROOM CORRIDOR FITTING ROOM D 55 1/8" ': 36" 1 1/2" LH • D5 :` • ® D5 • LEVER TYPE HANDLE - LSDA#14026D - LOCK AND KEY (ALL DOOR HANDLES TO BE KEYED ALIKE; PROVIDE 4 SETS OF KEYS PER STORE) SEE PAGE D/DS.2 D5 D6 ITTIN ROOM FITTING ROOM CORRIDOR FG D 55 1/8' 36" 1 ,1/2" RH • D6 ' • • D6 • LEVER TYPE HANDLE - LSDA#14026D - LOCK AND KEY (ALL DOOR HANDLES TO BE KEYED ALIKE; PROVIDE 4 SETS OF KEYS PER STORE) SEE PAGE D/DS.2 D6 D7 FITTING ROOM CORRIDOR FITTING ROOM D 55 1/8" 36" 1 1/2" LHR • D7 • ® D7 • LEVER TYPE HANDLE - LSDA#14026D - LOCK AND KEY (ALL DOOR HANDLES TO BE KEYED ALIKE; PROVIDE 4 SETS OF KEYS PER STORE) SEE PAGE D/DS.2 D7 D8 STOCKROOM BARRIER R FREE WASHROOM A 80" 36" EXIST. 0 EXISTING D8 • • D8 • _ • _ AUTOMATIC DOOR CLOSER WITH PRIVACY PUSH BUTTON LATCH SET W/ ADA SIGNAGE (WALL MOUNTED) SYMBOL Al D8 D9 STOCKROOM DSS OFFICE A 80" 32" LH • D9 ® • D9 • • LEVER TYPE HANDLE - LSDA#LSL14026D - LOCK AND KEY (KEY TO BE DIFFERENT FROM ALL OTHERS) D9 D10 STOCKROOM MALL CORRIDOR B 80" 40" EXIST. • EXISTING D10 • ® D10 0 • • DOOR TO RECIEVE 9857/9957 SURFACE MOUNTED VERTICAL ROD DEVICE (VON DUPRIN) EXIT ONLY-- 20 MIN. RATING D10 1 12" LSDA #LSL14026D LEVER TYPE HANDLEDOOR STANDARD — HOLLOW WOOD — TYPICAL METAL FRAME EXISTING ANTI -VANDAL ASTRAGAL SECURED WITH EXISTING 18"TAMPERED-PROOF SCREWS — - EXISTING STANDARD — METAL STUDS-- HOLLOW METAL DOOR _EXISTING GWB ON HALLWAY SIDE - ., �► ! — _ - A 12" MIN. REQ'D TO COMPLETELY COVER GAP BETWEEN DOOR AND FRAME FROM TOP TO BOTTOM i. • . ••... I UNISEX MEN \ WOMEN j� RESTROOM 6 li SYMBOL Al SYMBOL A2 SYMBOL A3 SYMBOL A4 WALL SIGNAGE 1A S• SCALE 1" = 1'-0" 2"REFER TO PLANS/DOOR SCHEDULE FOR DIMENSION 2" y 2" j REFER TO PLANS/DOOR SCHEDULE FOR DIMENSION 2" 1/4" THICK SEE CONSTRUCTION PLAN WALL CONSTRUCTION EQUILATE ALFOR A2 SECTION' _ PLAN AND FIRE RATING NEEDED EXISTING THREE-POINT LATCHING TRIAN EXISTING TYPICAL NOTE: iv ��IS:1. N' -- f .. ! r a $.1 SCALE 1 1/2"=1' o" METAL FRAME G.C. TO VERIFY EXISTING CONDITION AND PERFORM ANY MAINTENANCE OR . - DEVICE, VON' DUPRIN 9857/9957 (PUSH PLATE PANIC BAR) I N� SECSCATION - PLAN REPLACEMENT AS REQ'D UNISEX 0 TO ENSURE GOOD V 0.. DS WORKING CONDITION. ,. SYMBOL = � SYMBOL B1 SYMBOL B3 SEE NOTES 1/4"THICK #5&7 FOR FINISH Z�_�._ CIRCLE 1 B DOOR SIGNAGE Sy SCALE 1" = 1'-0" SEE NOTE # 1 FOR FINISH I , Q c n � r ....... 1Iit fu:N l �u MEr „ \ .`�a \, VyoMEN -- -' b EXISTING THREE-POINT LATCHING DEVICE, VON DUPRIN 9857/9957 (PUSH PLATE PANIC BAR) uNISEx �— MEN VNo EN Q O =op NIA o a o0 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION UNISEX MEN WOMEN Al ELEVATION RESTROOM DOOR SYMBOLS S. SCALE 3/4"=1'-0" RECEIVED CITY OF TUKWILA a ll SCALE 1/2" = 1'-0.. DOOR NOTES1 NOTE #1: NOTE #5 (FOR RESTROOM & FILE CLOSET DOORS): JAN 0 2 2013 B1 ELEVATION ALL HARDWARE AND HINGES FOR STOCKROOM, RESTROOM & CLOSET DOORS TO BE SUPPLIED BY MILLWORK SHOP AND INSTALLED BY G.C. - DOOR & DOOR FRAME (ON BOTH SIDES) TO BE PAINTED N FOR STOCKROOM DOOR AT BRICK / REAR DORMER WALL): � S. - SCALE 3/4'-0" PERMIT CENTER REVISE7, °01.0 ADA SIGNAGE NOTES NOV :EVISED: FEB. 25, 2011 TYPE PE A NOTE #2:s 4151' 23, 2010 TYPE B -DOOR NOTES LETTERS & NUMBERS SHALL BE RAISED UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE SHALL 1A Y32", DOOR FRAME SALES SI E PAINTED NOTE #1: • - CHARACTERS SHALL BE LEAST %" HIGH BUT NO HIGHER BE ACCOMPANIED W/ GRADE 2 BRAILLE. RAISED CH THAN 2 . PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION' PLACEDFITTING DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAMS SHALL BE 6" MIN. IN HEIGHT.- _ INSTALLED 1B WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS &SPACES, SIGNS SHALL BE INS ALL INTERIORDOORS EXCEPT FILE CLOSET TO BE SAME. LOCK& KEY AS ROOM DOORS. PROVIDE 4 KEYS PER STORE. LOCK & KEY TO BE _ DIFFERENT FOR FILE CLOSET. USE PASSAGE SET LEVER TYPE DOOR HANDLES. NOTE#3: - (ON --DOOR FRAME (ON STOCKRa011'UgJIDi�) - DOOR (ON SALES SIDE) TO BE - IDE DOOR (ON STOCKROOMS NOTE #7 (FOR STOCKROOM DOOR ) 0 E PAINTED PLASTIC LA INISH TO BE PAINTED L4 0 AT TYPICAL SALES WALL). _ THREE-POINT R E P IN`i' LAT HIN DEVICE (PUSH PLATE PANIC BAR). STANDARD HOLLOW METAL DOOR. PROVIDE HINGES. H E O LATCHING U ) DOOR & FRAME (ON TENANT SIDE) TO BE PAINTED 0 - G.C. TO PAINT MALL SIDE OF DOOR AND FRAME PER LANDLORD'S SPECIFICATIONS COORDINATE WITH LANDLORD). ( ) ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT THE DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE DOOR. HINGES AND LEVER TYPE NOTE #2: NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING STANDARD HOLLOW WOOD PROVIDE HANDLE WITH LOCK AND KEY. NOTE #4: - DOOR FRAME (ON SALES SIDE ) TO BE PAINTED 411° 0 - DOOR FRAME (ON STOCKROOM SIDE) TO BE PAINTED - DOOR (ON SALES SIDE) TO BE PAINTED 4111> ALL HARDWARE AND HINGES FOR EXIT DOORS TO BE SUPPLIED AND INSTALLED BY G.C. NOTE #3: PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. DOOR STOCKROOM SIDE) 1C - RESTROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR. DOOR CLOSER (WHEN REQUIRED) SURFACE MOUNTED -OVERHEAD LCN 1460 SERIES'... - (ON TO BE PAINTED 0 - DOOR CLOSER (WHEN REQUIRED) SURFACE MOUNTED -OVERHEAD LCN 1460 SERIES __ ADA SIGNAGE TYPE A RE RESTROOM, FILE CLOSET)6B- A STANDARD HOLLOW CORE WOOD. DOOR (STOCKROOM, S TYPE B �- lb t 0 0 1 STANDARD SOLID CORE METAL(REAR SERVICE DOOR) SCALE AS SHOWN S S SCALE AS SHOWN \DS.1/ SCALE AS SHOWN optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY FG 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW©COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 340b Aa L:lh1 I:C. .. AVID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE DOOR SCHEDULE & DOOR DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. DS.1 Mld 48" O.A. 40" 4" 7 3, 4 rIN \.\ C3 SECTION - PLAN SCALE 3"=1'-0" 48" O.A. rIN 40" 111 4 Mld' • C4 ' SECTION - PLAN SCALE 3"=1'-0" 8" ORNAMENTAL T -HINGE BLACK EPDXY BY NATIONAL HARDWARE #55-1015 48" 4" 40" 4 \ ELEVATION SCALE 3/4"=1'-0 TYPE C Z)S.C DECORATIVE 10'-0" HIGH GARAGE DOOR SCALE AS SHOWN • GENERAL NOTES DECORATIVE METAL. GRILLE SEE GI25 ORNAMENTAL GATE PULL BLACK EPDXY BY NATIONAL HARDWARE #55-1120 LOCK BOLT DY NATIONAL HARDWARE #151-167 14" rIN rIN L rIN CO SIN u71o0 O) rIN M ................. } rIN CD rIN rIN �/ C2 SECTION - ELEVATION ®S SCALE 3/4"=1'-0" NOTE #1: DECORATIVE GARAGE DOORS TO BE FINISH NOTE #2: ALL HARDWARE AND HINGES FOR DECORATIVE GARAGE DOORS TO BE SUPPLIED BY MILLWORK SHOP AND INSTALLED BY G.C. NOTE #3: REFER TO PAGE • Q O -IM u7 STANDARD PIANO HINGE BY: RICHELIEU #76072180 NICKEL FINISH 36" O.A. 7 8 2" 5 38 EQ 'h EQ 73.. 4 5 8 LSDA #LSL14026DLEVER TYPE HANDLE WITH LOCK AND KEY 2 1/8"HOLE, CENTER LINE OF HANDLE BACKSET @ 2 3/4" (LOCATION (SIDE) OF HANDLE WILL VARY, SEE FITTING ROOM ELEVATIONS FOR LOCATION) ALL DOOR, HANDLES TO BE KEYED ALIKE, PROVIDE 4 KEYS PER STORE SECTION - PLAN SCALE 3"=1'-0" 4--" 38" 5,, 36" O.A. FRONT PANEL OF WOOD F.R. DOOR FIN. A PLEXIGLASS ±16" TH. SANDWICHED BETWEEN FRONT PANEL AND BACK PANEL 74" 38" 2" 38" 48.. , / • <hld• co BACK PANEL V -GROOVE @2"c/c FIN. ▪ w cO cold• - • N -ICO u)lao co ti PLEXIGLASS FINISH SEE F.R. ELEVATIONS WOOD DOOR TO BE FINISH ALL AROUND rico LSDA #LSL14026D LEVER TYPE HANDLE ALL DOOR HANDLES TO BE KEYED ALIKE, PROVIDE 4 KEYS PER STORE t`IcO co u7▪ 1M Midi Lc)Ico\ L0I00\- NI(O co LO▪ IOD -\ LiDlc0-\-- ml•cl- 0100 ti N 4 3;, 478„ 61.. 4 8 2 / D1 ELEVATION DS. TYPE D f D FITTING ROOM DOORS S, SCALE AS SHOWN SCALE 1"=1'-0" 47 , 47,E 41 ” 8 / 4 ISOMETRIC BREAK -DOWN SCALE 3/4"=1'-0" w W O z NOTE #1: ALL HARDWARE AND HINGES FOR FITTING ROOM DOORS TO BE SUPPLIED BY MILLWORK SHOP AND INSTALLED BY G.C. 8" ORNAMENTAL T -HINGE BLACK EPDXY BY NATIONAL HARDWARE #55-1015 MId NOTE: REFER TO FOR SECTION PLANS 9 48" 4" 40" 4" M rIN M , .................... ti TYPE E DECORATIVE 9'-5" HIGH GARAGE DOOR SCALE AS SHOWN GENERAL NOTES d O M DECORATIVE METAL GRILLE SEE! ORNAMENTAL GATE PULL BLACK EPDXY BY NATIONAL HARDWARE #55-1120 LOCK BOLT DY NATIONAL HARDWARE #151-167 NOTE #1: DECORATIVE GARAGE DOORS TO BE FINISH NOTE #2: ALL HARDWARE AND HINGES FOR DECORATIVE GARAGE DOORS TO BE SUPPLIED BY MILLWORK SHOP AND INSTALLED BY G.C. 13,, 4 • rIN co rtEf rIN CO 1 01 (IN M —IN N \ SIN C0 SIN rIN CO • Q 0 M SECTION - ELEVATION SCALE 3/4"=1'-0 REVIEWED �FOR , CODAPC�oVEDNCE MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER NOTE#3: REFER TO PAGE FOR DOOR SCHEDULE 00 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 I Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. I No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC CHECKED BY RC 02 DATE NOV 2012 PROJECT No. 12-679 DWG. No. 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 408 CHTECT �I) DAVID A. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE DOOR DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. DS.2 ADJACENT TENANT 117'-2" DEMOLITION NOTES I EW DEMISING WALL TO U/S OF DECK (BUILT D '' ..• "GES FOR LANDLORD REQUIREMENTS & ADDITIONAL R . r' FIRE RATING: 1 HR. - U.L. NO. U - 5/8" GYPSUM BOARD - 3 5/8" METAL STUD FRAMING @ 16" C/C MIN. - 5/8" GYPSUM BOARD ON SITE) TO MATCH EXISTING DEMISING WALL. G.C. TO REFER TO & TO ELEVATIONS & CONSTRUCTION PAGES FOR HEIGHTS /A ....-...... BY WALLS, W/C WALLS...ETC.). G.C. TO PATCH & REPAIR AS REQ'D ALL U-465 EXISTING WALLS TO REMAIN (INCL. DEMISING EXISTING WALLS. FIRE RATING: 1 HR. - U.L. NO. DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL $I�. G -G To REFER TO CONSTRUCTION PAGES FOR WIDTHS FURRED -OUT WALL T�`I 02 J WALLS TO BE DEMOLISHED GENERAL NOTES G.C. TO REFER TO INTERIOR ELEVATIONS & CONSTRUCTION PAGES FOR ALL OTHER SPECIFICATIONS & REQUIREMENTS. 4' -2 - 30'-0" LEASE LINE TO LEASE LINE 30'-0" 111 28'-58 4'-24" BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS 3'-6" NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS r I rr rr rr rr ice`\\ '\ *\ T 7\ / r, \\ , \ rr \ rrr \ rrr \ I \\ „rr 1 r0 1 err 1 rr 1 J L.�.r ._J L - 7 _-J L_r/ _ 1 L �e4_ 1 Lr -r EXISTING WOOD FLOORING THROUGHOUT SPACE TO BE REMOVED INDICATES EXISTING —FITTING ROOMS TO BE DEMOLISHED (TYPICAL) kuNet4„; .S4 --7-i-__J F----1 r T -1- ✓ 1 1 / r 1 1\ 1/ L ii 11 J -1 1— r� EXISTING ELECTRICAL PANELS AND TRANSFORMER TO BE REMOVED r L r 1 1 J J L INDICATES EXISTING WALLS AND DOORS THROUGHOUT SPACE TO BE DEMOLISHED (TYPICAL) r 1 I L L I r--1 I -1 L --J 1 1 -1 EXISTING WOOD FLOORING — THROUGHOUT SPACE TO BE REMOVED - 1 L --r J EXISTING GYPSUM BOARD CEILING THROUGHOUT SPACE TO BE DEMOLISHED (TYPICAL) --rl I L_ L_J I I I I EXISTING WOOD FLOORING THROUGHOUT SPACE TO BE REMOVED INDICATES EXISTING SHELVING SYSTEM THROUGHOUT SPACE TO BE REMOVED (TYPICAL) Mflaltiut L r J 1 --rl I L-- L__J I i r I 1 i i I I 1 LI I 7 r EXISTING TILE FLOORING —THROUGHOUT SPACE TO BE REMOVED 34'-5$" rJ 111 L- 1;1 10 >11- d' L8 jLt�1t 111 I II 11 11 1 u 1111 1 11 '. 1111 1 11 11111 1 ' 11 1111 1 'II 11 iii �r' II11111 II'. II 111 11111 11 111 II 11 II11 I II ' iii i 1111 I 11 '. 1111 1 Il►t 1 1 riT _13141:4 -1 1 J ly II11 r- 1111 1 1 11 1 1 1 ' 111 1 • till 1 1 1111 1 „ W 0) LEASE LINE TO LEASE LINE 0 r � NOTE: FOR BARRICADE PLAN, ELEVATIONS, & SECTIONS, SEE , R LEASE LINE 1 1 STOREFRONT ENTRANCE DOORS, GLAZING SYSTEM, SIGNAGE AND BULKHEAD TO BE DEMOLISHED LINE OF EXISTING MALL BULKHEAD ABOVE TO REMAIN AS IS 61'-04” LEASE LINE TO LEASE LINE 121'-44" O.A. 36'-48" NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS LEASE LINE TO LEASE LINE DEMOLITION PLAN SCALE 1/4"=1'-0" LEASE LINE TO LEASE LINE ADJACENT TENANT RVI ,WED FOR ii PR MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER REFER TO PAGE DB.1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc I h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for anv damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 400 EGISTERED RCHITECT VID A. UIDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SALES AREA DEMOLITION PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. DB.O DEMOLITION NOTES EW DEMISING WALL TO U/S OF DECK (BUILT - k D ' GES FOR LANDLORD REQUIREMENTS & ADDITIONAL R b i .,_ S. FIRE RATING: 1 HR. - U.L. NO. U : " ~ - 5/8" GYPSUM BOARD - 3 5/8" METAL STUD FRAMING @ 16" C/C - 5/8" GYPSUM BOARD MIN. ON SITE) TO MATCH EXISTING DEMISING WALL. G.C. TO REFER TO & TO ELEVATIONS & CONSTRUCTION PAGES FOR HEIGHTS /A EXISTING WALLS TO REMAIN (INCL. DEMISING WALLS, W/C WALLS...ETC.). G.C. TO PATCH & REPAIR AS REQ'D ALL EXISTING WALLS. FIRE RATING: 1 HR. - U.L. NO. U-465 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL FURRED -OUT WALL TO t -i ACu ,FER TO CONSTRUCTION PAGES FOR WIDTHS 02 LWALLS TO BE DEMOLISHED GENERAL NOTES G.C. TO REFER TO INTERIOR ELEVATIONS & CONSTRUCTION PAGES FOR ALL OTHER SPECIFICATIONS & REQUIREMENTS. ADJACENT TENANT LEASE LINE TO LEASE LINE optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might Impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS BASE BUILDING STRUCTURAL COLUMN (TYPICAL) TO REMAIN AS IS INDICATES EXISTING WALLS AND DOORS THROUGHOUT SPACE TO BE DEMOLISHED (TYPICAL) EXISTING RESTROOM TO REMAIN EXISTING RESTROOM TO BE DEMOLISHED EXISTING CEILING THROUGHOUT SPACE TO BE REMOVED (TYPICAL) EXISTING REAR EXIT DOOR TO REMAIN SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS INDICATES EXISTING HI/LO E.W.C. TO BE REMOVED EXISTING FLOOR FINISHES THROUGHOUT SPACE TO BE REMOVED INDICATES EXISTING MOP SINK TO BE REMOVED REVIEWED FOR CODE COMPLI NCE APPROVED MAR 0 8 2013 LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE 121'-44" O.A. LEASE LINE TO LEASE LINE ADJACENT TENANT RECEIVED CITY OF TUKWILA JAN O 2 2013 PERMIT CENTER REFER TO PAGE DB.O DEMOLITION PLAN SCALE 1/4"=1'-0" ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL REGISTERED RCRJTECT �A'ID A. UDICOW STATE OF WASHINGTON GARAG E STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM AREA DEMOLITION PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. DB.1 1 D 30" DOORS (SET OF 2) 1 NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS 5'-0" 23'-6" BARRICADE LINE 1 STOREFRONT PLAN - BARRICADE SET OF DOORS 33'-0-" O.A. BARRICADE LEASE LINE INDICATES MALL — BULKHEAD ABOVE B. SCALE 1/4"=1'-0" NOTE: BARRICADE CONSTRUCTION INCLUDING FINISH TO BE BY LANDLORD'S CONTRACTOR AT TENANTS EXPENSE. BARRICADE GRAPHICS BY TENANT AND TO BE INSTALLED BY LANDLORD'S CONTRACTOR AT TENANTS EXPENSE. INSTALL GRAPHIC OVER BOTH DOORS & SIDES. PROVIDE DUST PROOF WRAP AT ANY OPENING AND PROTECT MALL FLOORING. NEW — STOREFRONT (TYP.) i TEMPORARY DIAGONAL BRACE @ 8'-0" O.C. (TYP.) NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS LEASE LINE NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS BARRICADE LINE 0B.STOREFRONT ELEVATION - BARRICADE _ 30" DOORS (SET OF 2) LEASE LINE NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS 4'-6$" 5'-0" L 23'-6" 34'-14" O.A. _ BLACK 4" VINYL COVE BASE SCALE 1/4"=1'-0" BARRICADE NOTE: BARRICADE CONSTRUCTION INCLUDING FINISH TO BE BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. BARRICADE GRAPHICS BY TENANT AND TO BE INSTALLED BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. INSTALL GRAPHIC OVER BOTH DOORS & SIDES. PROVIDE DUST PROOF WRAP AT ANY OPENING AND PROTECT MALL FLOORING. BARRICADE LINE O.A. BARRICADE & STOREFRONT HEIGHT TEMPORARY DIAGONAL BRACE TO UNDERSIDE OF MALL SOFFIT (NOT TO CEILING TILES). 3-5/8" x 20 GA. METAL STUDS @ 8'-0" O.C. (TYP.) NOTE: G.C. TO REMOVE ALL EVIDENCE OF ATTACHMENT @ UNDERSIDE OF MALL SOFFIT WHEN BARRICADE IS REMOVED. PATCH/ REPAIR/ REFINISH AS REQUIRED. (COORDINATE W/ LANDLORD) A.F.F. -� U/S OF MALL BULKHEAD GENERAL NOTES IF NOT ALREADY EXISTING, G.C. TO SUPPLY & INSTALL (1) LAYER 5/8" TYPE "X" GYPSUM BOARD TIGHT TO DECK ABOVE (STORE SIDE ONLY OF MALL BULKHEAD) INTERIOR LOCATION PROVIDE AND INSTALL CONTINUOUS PROTECTION WHERE METAL TRACK AND STRUTS BEAR ON MALL TILE FLOOR. ANY DAMAGED MALL TILE SHALL BE REPLACED BY G.C. TILE SUBCONTRACTOR. 3 \ STOREFRONT SECTION - BARRICADE TENANT'S SPACE ii II ii • A.F.F. f 14'-11" U/S OF MALL CEILING A.F.F. O.A. BARRICADE HEIGHT O.A. STOREFRONT HEIGHT 3'-0" TYP. INTERIOR LOCATION VISQUEEN DUST BARRIER OVER 3-5/8" X 20 GA. MTL. STUDS AT 16" 0.C. SECURE TO EXISTING BULKHEAD. PATCH AND REPAIR TO MATCH EXISTING AFTER REMOVAL. MALL CONCOURSE TEMPORARY BARRICADE: 3-5/8" x 25 GA. METAL STUDS @16" O.C. W/ 5/8" GWB (ONE SIDE ONLY) TO 13'-7" A.F.F. LEASE LINE DB 2/ SCALE 1/4"=1'-0" NOTE: BARRICADE CONSTRUCTION INCLUDING FINISH TO BE BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. BARRICADE GRAPHICS BY TENANT AND TO BE INSTALLED BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. INSTALL GRAPHIC OVER BOTH DOORS & SIDES. PROVIDE DUST PROOF WRAP AT ANY OPENING AND PROTECT MALL FLOORING. REVIEWED FOR CODE PCE PROVED MAR 08 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 02 2013 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 3088 I www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE BARRICADE PLAN ELEVATION AND SECTION SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. DB.2 LEASE LINE O LEASE LINE TO LEASE LINE 2 0 0 1— U) w 0 z 1- x w 0 0 0 LEASE LINE TO LEASE LINE U/S OF MALL BULKHEAD STORE STOREFRONT SECTION SCALE N.T.S. U/S OF MALL CEILING MALL 0 GENERAL NOTE: G.C. TO VERIFY EXACT LOCATION OF ALL COLUMNS AND CONTACT DESIGNER IF DISCREPANCIES OCCUR. 0 EXISTING RESTROOM MV-olttti `T, MEINZIDMMMIM f LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE O.A. LEASE LINE TO LEASE LINE i 1 1 SURVEY AFTER DEMOLITION PLAN SCALE 3/16"=1'-0" LEASE LINE TO LEASE LINE 1," 002, LEASE LINE TO LEASE LINE NEUTRAL PIER NEUTRAL PIER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. CHECK LIST: ISSUED FOR BY ❑ SHOW MAIN SPRINKLER LINES & HEIGHTS ❑ SHOW PIPES, JOIST HEIGHT AND BEAMS & HEIGHTS ❑ LEASE LINE & POP OUT LINE ❑ WASHROOM- LOCATION OF SINK & TOILET ❑ U/S OF STEEL DECK OR CONCRETE SLAB ❑ U/S OF LOWEST DUCT ❑ ENTRANCE SECTION SKETCH (HEIGHTS, MALL BULKHEAD, MALL CEILING) ❑ DIMENSIONS ALL IN FEET & INCHES ❑ LOCATION OF EXISTING ELECTRICAL PANEL W/ DIMENSIONS. 0 GENERAL NOTE: G.C. TO VERIFY EXACT LOCATION OF ALL COLUMNS AND CONTACT DESIGNER IF DISCREPANCIES OCCUR. 0 EXISTING RESTROOM MV-olttti `T, MEINZIDMMMIM f LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE LEASE LINE TO LEASE LINE O.A. LEASE LINE TO LEASE LINE i 1 1 SURVEY AFTER DEMOLITION PLAN SCALE 3/16"=1'-0" LEASE LINE TO LEASE LINE 1," 002, LEASE LINE TO LEASE LINE NEUTRAL PIER NEUTRAL PIER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL DAVID A. UDKOW STATE OF WASHINGTON: GARAG E STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SURVEY AFTER DEMOLITION PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE 3/16"=1'-0" DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. SD.1 INTERIOR SQUARE FEET BY SECTION REVISED: NOV 23, 2010 SYMBOL DESCRIPTION SQUARE FEET WEIGHT STOCKROOM 521 SQ.FT. 4 175 LBS AMP. 5.0 120V RESTROOM 115 SQ.FT. AT REAR DORMER WALL 25 LBS INTIMATE LOUNGE AREA 104 SQ.FT. �� 03 ROOMS 538 SQ.FT `FITTING 04 SALES AREA 2373 SQ.FT. __-_- -_-__- 05 VESTIBULE 133 SQ.FT. %�/ TOTAL SQUARE FEET 3 784 SQ.FT. SIGNAGE SCHEDULE1 NOV. 29,2012 SIGNAGE TYPE I LOCATION WEIGHT AMPERAGE G1519 24" LETTERS AT STOREFRONT 175 LBS AMP. 5.0 120V G100 -24-P AT REAR DORMER WALL 25 LBS AMP. 0.60 120V G105 .._ .. _. _. _. SQUARE FOOTAGE PLAN SCALE 1/8"=1'-0" him optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc. 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY r'MG611W G1519 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 L 04 F f 05 No. DATE REVISION BY F.R. CORRIDOR MIRRORS SEE DETAIL r� NOTE: H/C ACCESSIBLE F.R. SEE DETAIL LARGE ORNATE MIRROR SEE DETAIL EXACT LOCATION OF COLUMN TO BE FIELD VERIFIED ADJACENT TENANT EXACT LOCATION OF COLUMN TO BE FIELD VERIFIED NOTE: FOR STOREFRONT PLAN & ELEVATIONS SEE EXACT LOCATION OF COLUMN TO BE FIELD VERIFIED MIRRO (4'-0" OA) algt MEN NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS G1304 HALLWAY DOOR SEE DETAIL A AND DOOR SCHEDULE FOR SPECIFICATIONS 01303 G1520 PUCK PANEL G1520 PUCK PANEL LINE OF EXISTING MALL BULKHEAD ABOVE G310W G31OW GLAZING OUTLINE OF DECORATIVE BEAM / CEILING AT INTIMATE LOUNGE AREA MIRROR SEE DETAIL FOR ALL FITTING ROOM DOORS SEE DETAIL D AND DOOR SCHEDULE FOR SPECIFICATIONS G1400W 36" MIN. AISLE LINES OF STOREFRONT BULKHEAD ABOVE STOREFRONT SIGNAGE SIMILAR TO G100 -24-P G1401 W OUTLINE OF WOOD PLANK DORMER G1417 G1417B G1417D G1417A G1417C G1417E 1 36"i •' 36" MIN. AISLE G1409 G1410 SUSPENDED SIGNAGE SEE zin5 44" 36" MIN. AISLE' G1408 OUTLINE OF SUSPENDED WOOD PLANK CEILING NOTE: THIS DOOR IS FOR DECORATIVE PURPOSES ONLY AND SHALL NOT BE OPERABLE. DOOR SHALL BE PERMANENTLY FIXED IN OPEN POSITION AS SHOWN. (SEE DOOR SCHEDULE NOTES) G475 9'-5" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS G1603 . G1333 G1405W 36" MIN. AISLE CASH COUNTER SEE G200 } LEASE LINE NOTE: FOR FITTING ROOM MANAGEMENT PLAN & ELEVATIONS SEE, G1405W Oa: G_310W_ G1331 PG605 G606 OSTER FRAME PEGBOARD FRAM G310W _ -.. 01333 MIRROR (9'-0" OA) G611W G611W G611W G611W r'MG611W G1519 G1519 G1519 G1519 G1519 G1602 H/C LEDGE PROVIDED BY — CLIENT & INSTALLED1BY G.C. SEE DETAIL CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS F.R. CORRIDOR MIRRORS SEE DETAIL LARGE ORNATE MIRROR SEE DETAIL HATCH PATTERN REPRESENTS CMU WALLS TYPICAL BACKBAR UNIT SEE n��n NOTE: FOR FITTING ROOM PLAN & ELEVATIONS SEE ADJACENT TENANT REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 EXISTING NEUTRAL PIER TO REMAIN AS IS 11'-0" DECORATIVE GRILLE POCKET DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS FIXTURE PLAN SCALE 1/4"=1'-0" RECEIVED CITY OF TUKWILA JAN 01 2013 PERMIT CENTER REFER TO PAGE 01.1 NOTE: FOR RECESSED STANDARD LEGEND, FLOOR RACK LEGEND & MIRROR LEGEND REFER TO PAGES w & w ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 ;':• .Chi l'E DA D A. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SALES AREA FIXTURE & SQUARE FOOTAGE PLANS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 01 .0 ADJACENT TENANT O J o J E— Q O U w w CD w J 4.1 SALES AREAF—..— El NON SALES AREA 0 o- w EMERGENCY EXIT LIGHTS It 1 EXIT SIGN EMERGENCY EGRESS PLAN 01.1 SCALE 3/16"=1'-0" NOTE: EXISTING RESTROOM LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS REQ'D & TO ENSURE THAT LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, TOILET, SINK & FAUCET...ETC. ARE IN GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW DISPENSERS & TOILET PAPER HOLDER. WALLS TO BE PAINTED SEE PAGE FOR ALL SPECIFICATIONS & FINISHES. ADJACENT TENANT DSS OFFICE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS ADJACENT TENANT P1 NOTE: EXISTING H/C ACCESSIBLE RESTROOM AS PER CODE. SEE DETAIL J E— Q 0 U DSS OFFICE UNISEX RESTROOM RESTROOM DOOR SEE DETAIL A AND DOOR SCHEDULE FOR SPECIFICATIONS w J z 2 • EXIT DOOR SEE DETAIL B AND DOOR SCHEDULE FOR SPECIFICATIONS NOTE: G.C. TO INSTALL RED TILE FLOORING TO CLEAR FLOOR SPACE REQUIRED AT ELECTRICAL PANELS AS PER CODE. SEE PAGE FOR FLOOR FINISH SPECIFICATIONS Oft NON SALES AREA door to be lit Ale with tenant name and addre im r to existing 1" High y'hite letter Cn iced V'iny'l NOTE: (1) NEW ELECTRICAL PANEL TO BE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE NOTE: FOR STOCKROOM PLAN & ELEVATIONS SEE 36 x 36 '.PROFORMA A "HANG" 36 x 36 /� PROFORMA / \, "HANG" SYSTEM i BY CLIENT v SYSTEM BY CLIENT v', 36x36 36x36 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL PROFORMA ^ PROFORMA 02 I "HANG"' " "HANG" RC SYSTEM ; BY CLIENT v SYSTEM BY CLIENT vl 36x36 36x36 PROFORMA PROFORMA "HANG" "HANG" 05 SYSTEM v SYSTEM v BY CLIENT BY CLIENT 45" I 144" MIN. RE 36x36 PROFORMA "Cl 36x36 A PROFORMA ^', ELI""Cl SYSTEM '., BY CLIENT ICL-" v SYSTEM v, BY CLIENT ADJACENT TENANT b3Ooi REVISED: MAY 31 2011 FLOOR LAYOUT NOTES NOTE: FOR RECESSED STANDARD LEGEND, FLOOR RACK LEGEND & MIRROR LEGEND REFER TO PAGES w & w REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 3 1 2013 PERMIT CENTER REFER TO PAGE 01.0 optirna design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784: SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC CHECKED BY. RC 02 JAN 21 '13 ISSUED FOR CONSTRUCTION RC DWG. No. 03 04 05 No. DATE . REVISION BY AREA 3 784: SQ. FT. JAN 21 '13 REVISED AS PER CLIENT, LANDLORD & CITY BUILDING DEPT. COMMENTS DD CHECKED BY. RC DATE NOV 2012 • 12-679 DWG. No. 01.1 ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM FIXTURE PLAN & EMERGENCY EGRESS PLAN SPACE No 1135 AREA 3 784: SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY. RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 01.1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE REVISED: DEC 3, 2012 FLOOR RACK LEGEND BY SCALE AS SHOWN 01 SYMBOL (PIANVIEWSHOWN) DESCRIPTION REFERENCE NUMBER QUANTITY REMARKS SYMBOL (PIANVIEW SHOWN) DESCRIPTION REFERENCE NUMBER QUANTITY REMARKS SYMBOL PIANVIEWSHOWN I ) DESCRIPTION REFERENCE NUMBER QUANTITY REMARKS 05 A.K.A. JEANS TABLE. REPLACES G472 TO BE PAINTED TABLE VINTAGE CHEST G140 1 LARGE ORNATE MIRROR G639(BL) G639 BL 2DISTRESSED ® 84" x 34 x 35 1/2"H G1404W WHITEWASH FINISH 0 G1404W ®1_ (2) PER STORE. ROLLS UNDER AT CASH AREA G310 N/A DISTRESSED BROWN FINISH ® --, POSTER FRAME FOR G651 N/A ROLLING DISPLAY G1405W 2 DISTRESSED WHITE WASH FINISH ARMOIRE UNIT WOOD CAISSON UNIT 74" x 18"x 30 1/2"H 0 CHANDELIERS SUSPENDED ABOVE TABLES � (3) (UNLESS DISTRESSED WHITE WASH FINISH POSTER FRAME FOR G652 1 DISTRESSED BROWN FINISHROUND TABLE STYLE 1 G1408 1 OTHERWISE NOTED) H ARMOIRE UNIT G310W 4 ® ® 36" DIA. x 27"H VESTIBULE DISTRESSED BROWN FINISH 0 I (3)IA CHANDELIERS'SUSPENDED ABOVE TABLES (UNLESS ( FITTING ROOM ROUND TABLE STYLE 1 ii 1 1 1. 1 DOUBLE ARMOIRE UNIT G311 N// DISTRESSED BROWN FINISH G725 DIA. x 2T H 36"0 G1408W 1 OTHERWISE NOTED) i - MANAGEMENT NUMBER BOX DISTRESSED WHITE WASH FINISH 0 (3) CHANDELIERS SUSPENDED ABOVE TABLES (UNLESS FITTING ROOM ROUND TABLE STYLE 2 1 I DOUBLE ARMOIRE UNIT G311W 1 DISTRESSED WHITE WASH FINISH ® G725-2 1 0 36" DIA. x 32"H G1409 1 OTHERWISE NOTED) j MANAGEMENT COUNTER DISTRESSED BROWN FINISH W1 _ __ W/ (2) STORAGE DRAWERS & CASTORS (3)CHANDELIERS SUSPENDED ABOVE TABLES (UNLESS ACCESSORY WALL PODIUM G1300 1 DISTRESSED BROWN FINISH ROUND TABLE STYLE 2 G1409W OTHERWISE NOTED G350 N/A 64" 36" x 18"H ® 36" DIA. x 32"H FRAME (LARGE FRAME) x DISTRESSED WHITEWASH FINISH 0 W/ (2) STORAGE DRAWERS & CASTORS `S (3) CHANDELIERS SUSPENDED ABOVE TABLES (UNLESS ACCESSORY UNIT G351 N/A THIS IS THE 8 DRAWER ACCESSORY UNIT PODIUM G1300W 20 DISTRESSED WHITE WASH FINISH ED ROUND TABLE STYLE 36" DIA. x 35"H G1410 1 OTHERWISE NOTED) 64" x 36" x 18"H DISTRESSED BROWN FINISH � (3) CHANDELIERS SUSPENDED ABOVE TABLES (UNLESS ACCESSORY WALL CUBE PODIUM G1301 1 DISTRESSED BROWN FINISHCDG1410W ® ROUND TABLE STYLE 3 N/A OTHERWISE NOTED) G352 N/A 25"H 36 DIA. x 35 H FRAME (SMALL FRAME) 22" x 22" x DISTRESSED WHITE WASH FINISH 0 ATTACHED TO PUCK SYSTEM G1416 ACCESSORY UNIT G354 N/A THIS IS THE 6 DRAWER ACCESSORY UNITG1301W CUBE PODIUM 2 DISTRESSED WHITE WASH FINISH 0 """" "' YyR" ° POSTER FRAME G1413 2 DISTRESSED BROWN FINISH 22 x 22"x 25"H 49 1/2"x 49 1/2" x 4 1/2"D 0 INTIMATE LOUNGE ATTACHED TO PUCK SYSTEM G1416 G405 N/A SILVER LEAF / ICM -P17 FINISH: " ACCESSORY RISER G1302W 1 DISTRESSED WHITE WASH FINISH 0 1 Ch .... ..;=G1414 POSTER FRAME 1 DISTRESSED BROWN FINISH 24"SQUARE NESTING TABLE 611/2 x251/2 x41/2`D • 66" x 12" x 10 3/4"H INTIMATE LOUNGE W/ (2) PULLS & (1) KNOB FOR (3) DRAWERS DECORATIVE FRAME SHEET G1417A G1417B G1417C DRAWER UNIT G1303 1 DISTRESSED WHITE WASH FINISH ti r METAL DISPLAY G1417 1 ALSO INCLUDES (1) OF EA. OLD STYLE PICNIC TABLE G445 2 o b. o..._ ......",.. 84" 15 1/2" 18 1/8"D ® (VARIOUSSIZES) G1417D 61417E x x INCLUDES COLUMNS, HEADER, BASE STRUCTURE & G446 4 INTIMATE LOUNGE NICHE G1304 1 STANDARDS. DISTRESSED WHITE WASH FINISH t t REMOVABLE PUCK PANEL G1520 8 (2) PER SECTION LOW NESTING TABLE 115 1/2" x 114" x 20 1/2" - 25 7/8"D 0RECESSED SMALL UNDERWEAR TABLE G450 N/A LOW PODIUMDISTRESSED 64" x 22 x 12 „H G1307 1 BROWN FINISH 6 • FULL SIZED MANNEQUINS BY CLIENT FOR LOW PODIUM DISTRESSED BROWN FINISH ® RISER G450-2 N/A" 40"x22 G1308 4 0 3/4 MANNEQUIN BY CLIENT SMALL UNDERWEAR TABLE x12 ■ , 1 ,,; : ■ STOREFRONT RUNWAY WICKER TABLE G470 2 CENTER SECTION G1309 2 DISTRESSED WHITE WASH FINISH 0 47" x 47" x 10" • STOREFRONT RUNWAY TRESTLE TABLE G473 2 HALF SECTION G1311 1 DISTRESSED WHITE WASH FINISH 0 47" x 23 1/2" x 10" RUNWAY C)IEND OVAL TABLE G474W 1 0STOREFRONT DISTRESSED WHITE WASH FINISH SECTION G1315 2 DISTRESSED WHITE WASH FINISH 0 47, x 36" x 10" 0 "C" TABLE G475 1 , DISTRESSED BROWN FINISHW1 SOCIAL LOUNGE DENIM CHAIR G1330 1 SUPPLIER: DIB DESIGN 0 "C" TABLE G475W 1 DISTRESSED WHITE WASH FINISH SOCIAL LOUNGE SQUARE POUF G1331 1 SUPPLIER: DIB DESIGN ¢• ROLLING RACK G500 SOCIAL LOUNGE G1332 1 SUPPLIER: DIB DESIGN •. VINTAGE FLORAL CHAIR 1 T G510 4JUTE 0 SOCIAL LOUNGE G1333 2 SUPPLIER: COLIBRI ART DESIGN ,,. -RACK POUF CATALOGUE #: NDORJPR $ + POSTER FRAME G605 2 SOCIAL LOUNGE OTTOMAN G1334 1 SUPPLIER: BARAMI CONCEPT BUTTON a PEGBOARD FRAME G606 1 SOCIAL LOUNGE METAL STOOL G1335 N/A SUPPLIER: CIME DECOR DECORATIVE G611W 5 SOCIAL LOUNGE 6'-7" 9'-0" AREA RUG G1336 1 SUPPLIER: MULTI DESIGN BOLON PRODUCT MERCHANDISING SHELF x FOR INTIMATE LOUNGE NICHE G1304 W/ (8) DRAWERS SLIDING DRAWERS INTIMATE LOUNGE SHELF G613 2 DISTRESSED WHITE WASH FINISH UNDERWEAR TABLE 95" 36" 32 3/4"H GI400W 1 DISTRESSED WHITE WASH FINISH (2 PER INTIMATE LOUNGE UNIT) 0 x x 0 G1400W FOR UNDERWEAR TABLE DECORATIVE G615 N/A r. ACCESSORY RISER G1401W 1 DISTRESSED WHITE WASH FINISH WOOD COLUMN L 47" x 10" x 10"H 0 (3) PER STORE @ BACK DORMER DECORATIVE TABLE G1402 3 DISTRESSED BROWN FINISH G615A 2 82 3/4" 33" 34"H 0 P WOOD COLUMN x x P (3) PER STORE FOR TABLE G1402 - - - , DECORATIVE WOOD NICHE ACCESSORY RISER G632 1 SEE DECORATIVE BRICK WALL DETAIL4$" 18" 10"H G1403 4 DISTRESSED BROWN FINISH ___ ___, FOR DECORATIVE BRICK WALL 04.10 x x ...:.. FOR 1 REVIEWED I A.K.A. JEANS TABLE. REPLACES G472 CODE COMPLIANCE TO BE PAINTED TABLE G1404 N/A 1 SMALL ORNATE MIRROR G639(47)BL N/A : ; 1 84"x 34 " 35 1/2 H0 DISTRESSED BROWN FINISH APPROVED 1 I x Nab 0 0 2...„ ::, k 3 MAR u 8 013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 0 2 2013 PERMIT CENTER I optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SCALE AS SHOWN 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC PROJECT No. 12-679 02 01 ■ 2 03 04 05 N o. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480, 614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL • 3408 REGIS) i REO RRChr EC f 1,,, DA ID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE* 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE LEGENDS & SCHEDULES SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD/JK CHECKED BY RC DATE NOV2012 PROJECT No. 12-679 DWG. No. 01 ■ 2 RECESSED STANDARDS LEGEND REVISED: MAR 2, 2011 ZONE LOCATION SYMBOL (PIAN VIEW SHOWN) DESCRIPTION REFERENCE NUMBER HEIGHT QUANTITY REMARKS SALES AREA WALLS ISINGLE SLOT RECESSED STANDARDS WITH 1 8'-0" HIGH . 48 - TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) SLOTS TO BE 2" c/c (TYPICAL) - TO BE PAINTED ON SITE (SAME FINISH AS WALL) SMALL ORNATE MIRROR AT SALES AREA G530-2 8' 7" H 3' 11" W MERCHANDISING MIRROR TO STAND ON FLOOR OR MOUNTED TO RECESSED STANDARDS M3 WALLS 0 SINGLE SLOT RECESSED STANDARDS WITHOUT 6'-6" W 2 MIRROR TO STAND ON FLOOR OR MOUNTED TO RECESSED STANDARDS 8'-0" HIGH 21 - TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) SLOTS TO BE 2" c/c (TYPICAL) - TO BE PAINTED ON SITE (SAME FINISH AS WALL) G530-2 3'-0" W MERCHANDISING (INCLUDES STDS. BEHIND ARMOIRE) SEE FITTING ROOM FINISH ® G735 SCHEDULE: FOR SPECIFICATIONS WALLS M5 " SINGLE SLOT RECESSED STANDARDS WITHOUT 7' 6" H 9'-0" W 1 8' 0" HIGH $ - TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) -SLOTS TO BE 2" c/c (TYPICAL) - TO BE PAINTED ON SITE (SAME FINISH AS WALL) FITTING ROOM CORRIDOR G530-2 7'-6" H MERCHANDISING (BEHIND REMOVABLE PUCK PANELS) .1 FRAME TO BE BUILT ON SITE CtEr M7 ARMOIRE UNIT 7-6" H SINGLE SLOT RECESSED STANDARDS N/A FRAME TO BE BUILT ON SITE '® 8'-0" HIGH 8 —TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) - SLOTS TO BE 2" c/c (TYPICAL) - NATURAL METAL FINISH L... 1 N/A N/A 1 KW G530-2 1 1 WOOD CAISSON UNIT SINGLE SLOT RECESSED STANDARDS _ 8 0 HIGH 4 - TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) _SLOTS TO BE 2 c/cI(TYPICAL) NATURAL METAL FNISH II IJ �_. j JJ I G530 2 BRICK WALL SINGLE SLOT RECESSED STANDARDS 8'-6" HIGH 6 - SLOTS TO BE 2" c/c (TYPICAL) - NATURAL METAL FINISH 0530-2 !• / INTIMATE LOUNGE NICHE SINGLE SLOT RECESSED STANDARDS N/A 4 - FOR HEIGHT REFER TO MILLWORK SHOP DRAWING SLOTS TO BE 2" c/c (TYPICAL) - NATURAL METAL FINISH 0530-2 FITTING ROOM AREA FITTING ROOM MANAGEMENT SINGLE SLOT RECESSED STANDARDS 8' 0" HIGH -TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) RECESSED INTO WOOD PLANKING & TOP MOLDING SLOTS TO BE 2" c/c (TYPICAL) -NATURAL METAL FINISH G530 2 TOTAL RECESSED STANDARDS 101 MIRROR LEGEND REVISED: JAN. 9, 2011 TYPE LOCATION REFERENCE NUMBER HEIGHT WIDTH QUANTITY REMARKS M1 BRICK WALL ilk 7'-6" H 1'-5 1/4" W 1 FRAME TO BE BUILT ON SITE CIF O SMALL ORNATE MIRROR AT SALES AREA ® 8' 7" H 3' 11" W N/A MIRROR TO STAND ON FLOOR OR MOUNTED TO RECESSED STANDARDS M3 LARGE ORNATE MIRROR AT SALES AREA 0 8' 7" H 6'-6" W 2 MIRROR TO STAND ON FLOOR OR MOUNTED TO RECESSED STANDARDS M4 FITTING ROOMS 4'-10" H 3'-0" W 10 SEE FITTING ROOM FINISH ® G735 SCHEDULE: FOR SPECIFICATIONS M5 FITTING ROOMink CORRIDOR 7' 6" H 9'-0" W 1 FRAME TO BE BUILT ON SITE CI FITTING ROOM CORRIDOR Allk 7'-6" H 4'-0" W .1 FRAME TO BE BUILT ON SITE CtEr M7 FITTING ROOMAlik CORRIDOR 7-6" H N/A N/A FRAME TO BE BUILT ON SITE '® M8 FITTING ROOM CORRIDOR AI 7'-6" H N/A N/A FRAME TO BE BUILT ON SITE KW NOTES - G.C. TO VERIFY ON SITE & COORDINATE WITH ICM MILLWORK SHOP FOR EXACT MIRROR & FRAME MEASUREMENTS BEFORE PLACING AN ORDER - G.C. TO ENSURE MIRROR IS PROPERLY SECURED TO FRAME - G.C. TO SUPPLY J -CLIPS & MIRROR - ICM MILLWORK SHOP TO SUPPLY ASSEMBLED FRAME, BACKING & HARDWARE (WHERE APPLICABLE) b % 00 2 RECEIVED CITY OF TUKWILA JAN 02 2013 PERMIT CENTER optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 thi; law. These drawings and specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DRAWN BY DD 02 CHECKED BY RC DATE NOV 2012 03 12-679 DWG. No. 01 .3 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 efr) CHflECT DAVID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE LEGENDS & SCHEDULES SPACE No 1135 AREA 3 781 SQ. FT. SCALE N.T.S. DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 01 .3 U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED 12'-6" \ A.F.F. TOP OF DORMER 12'4' A.F.F. 11'-6" HIGHEST POINT OF DORMER 8' 0" A.F.F. LOWEST POINT OF DORMER DORMER W / SEE DETAIL OD PLANKS REFER TO DETAIL FOR TILE LAYOUT 0 LARGE ORNATE MIRROR - SEE DETAIL INTIMATE LOUNGE NICHE SEE G1304 DECORATIVE BEAMS SEE G625 DECORATIVE METAL PLATES SEE G620 -C z _l— w 0 Q J LL 0 O w z 0 �,\\\ 1- <t_— 4' Z d J % 0 cr INTERIOR ELEVATION SCALE 1/4"=1'-0" PAINTED DRYWALL I DECORATIVE - WOOD COLUMNS SEE G615A SUSPENDED WOOD PLANK CEILING FIN. 4 REMOVABLE POSTER FRAME PUCK PANELS — SEE G605 SEE G1520 _ 5" TOP MOLDING FIN. ES -R ESA ES -3 -r y y y y PAINTED -DRYWALL O Co RECESSED STANDARDS 10'-4" O.A. 9'-6" A.F.F. S OF DECORATIVE BEAMS I111 I I I I I ' PAINTED ORYWALL 1 1' 3/4" TH. X 4" HIGH BASEBOARD PAINTED TO RUN ENTIRE LENGTH OF WALLS (UNLESS OTHERWISE NOTED) SEE DETAIL 04.1, INTIMATE LOUNGE SHELF SEE G613 RECESSED STANDARDS BETWEEN WOOD PLANKING INTIMATE LOUNGE -ACCESSORY RISER SEE G1302W INTIMATE LOUNGE DRAWER UNIT SEE G1303 DECORATIVE WOOD COLUMNS SEE I G615A !I \ I I :n JJ CV O c') 0 i) 0 Z; 0 LL; o 12" BUILT -UPS WOOD BASE FINISH SEE DETAIL RECESSED STDS: BEHIND UNIT D FRAMFS G1417 -A -B -C -D -E ARMOIRE UNIT SEE G310W 1 RECESSED STDS: BEHIND UNIT 12" BASEBOARD _SIMILAR TO WITH TRIM FINISH G1600 -E G1600 -D • PIVOT LINE ARMOIRE UNIT - SEE G310W 12" BASEBOARD SIMILAR TO WITH TRIM FINISH G 1600-E 01600-D l -LEASE LINE I II II II II II 9 II • II FULL SIZE MANNEQUINS -w 0 z (1) U/S OF SIGNAGE 0 c1 N 0 O -J 0 J a n 0 n z LL 0 cn DECORATIVE HANGING WALL SEE016.10 FINISH DECORATIVE _HANGING PANELS SEE FINIS G1610 U/S OF WINDOW DISPLAY BLKHD 13'-7" O.A. STOREFRONT HEIGHT 12'-6" \ A.F.F. TOP OF DORMER A.F.F. 11'-6" HIGHEST POINT OF DORMER 6'-8"A.F.F. 0 LOWEST POINT OF DORMER CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS w (9 3/4" BLACK • o o METAL CHANNEL r J _i�r 1— L1 1 1— z w 0 CO 0 z Z w o_ 0 z 0 LL w 0 u) a 0 PAINTED DRYWALL. RECESSED GRILLE TRACK LEASE LINE- 2 INTERIOR ELEVATION 02 1 SCALE 1/4"=1'-0" INSTALL PLYWOOD AT TOP (TO MAKE FLUSH TO WOOD - PLANKING) FOR HARDWARE INSTALLATION. FINISH SAME AS WALL 6" CROWN MOLDING _SEE -1f DORMER TO BE PAINTED SEE SIMILAR DETAIL - WITHOUT PLANKING PAINTED DRYWALL 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED 05.2 LIGHT FIXTURES ABOVE -CASH COUNTER TO BE SUPPLIED BY G.C. 44" PANEL SEE REFER TO DETAI FOR TILE LAYOUT G1519 22" PANEL SEE I G1516 0 Z z J a n 0 0 0) AI'1GL D VIEW 10'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS • • :a • 7 \;. • 7. BACK BAR UNIT MAGNETIC M SEE G250 -PANELS SEE WITH CUSTO SUPPLIED BY CLIENT 3/4" TH. X 4" HIGH - BASEBOARD PAINTED SEE DETAIL 12" BUILT-UP -WOOD BASE FINISH SEE DETAIL PAINTED DRYWALL • PEGBOARD FRAME POSTER FRAME _ LARGE ORNATE MIRROR - SEE G606 - SEE SEE DETAIL ± 8'-7-1 ` \ ■ !MINIM IMMel• DECORATIVE COLUMN SEE G1602 DECORATIVE - HANGING WALL SYSTEM SEE G1600 8" BASEBOARD WITH TRIM FINISH .1 01600-E G1600 -D DECORATIVE COLUMN - SEE G1603 WALLCOVERI 'JG / / J RECESSED STDS. BEHIND UNIT ARMOIRE UNIT SEE G310W PAINTED DRYWALL G605 _ DORMER W / WOOD PLANKS SEE DETAIL A.F.F. f 12'-6" TOP OF DORMER 12'-0" r11'6E HIGHEST POINT OF DORMER 0 A.F.F. LOWEST POINT LL' OF DORMER RECESSED STDS. BEHIND UNIT ARMOIRE UNIT SEE G310W FURRED -OUT WALL U/S OF LAY -IN CEILING 3/4" TH. X 4" HIGH BASEBOARD PAINTED P19 -TO RUN ENTIRE LENGTH OF WALLS (UNLESS OTHERWISE NOTED) SEE DETAIL 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED REFER TO DETAIL FOR TILE LAYOUT SUSPENDED SIGNAGE SEE DETAIL SUSPENDED FROM DORMER, ELECTRICAL TO REMAIN FOR CEILING DORMER W / WOOD PLANKS SEE DETAIL U/S OF DECK 0 0 U/S OF LAY -IN CEILING 12'-0" FURRED -OUT WALL PAINTED 0 0 INTERIOR ELEVATION POSTER FRAME POSTER FRAME - SEE SEE G1413 G1413 POSTER FRAME SEE / TOP OF DORMER HIGHEST POINT OF DORMER -LOWEST POINT OF DORMER METAL PUCK SYSTEM SEE G1511 & FOR INSTALLATION HEIGHTS AND SPECIFICATIONS 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED U/S OF DECK REFER TO DETAIL FOR TILE LAYOUT DECORATIVE BEAMS G625 DECORATIVE - METAL PLATES SEE G.C. TO VERIFY EXACT HEIGHT ON SITE 5" TOP MOLDING FIN. 9'-6" A.F.F. G620 -C co 0 DECORATIVE WOOD COLUMNS SEE 4 INTERIOR ELEVATION 02 1 G615A co 0 0 0 -J LU REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION N CEILING U/S OF LAY 12" BASEBOARD SIMILAR TO I G1600 -E WITH TRIM FINISH G1600 -D FINISH DISTRESSED WHITE WASH oo 2 RECEIVED CITY OF TUKWILA JAN 0 Z 2013 PERMIT CENTER REVISED: JAN. 27, 2012 - BACK DORMER WITH PLANKING - CASH DORMER WITHOUT PLANKING ALL RECESSED STANDARDS ARE TO BE PAINTED BY G.C. ONCE INSTALLED IN WALL SAME COLOR AS WALL. G.C. TO INSTALL A DECORATIVE METAL PLATE WITH (8) BOLTS AT EACH JOINT WHERE BEAMS MEET. SEE DETAIL NOTE #4: FOR ALL FITTING ROOM JOINTS, PARTITIONS, HARDWARE & HANGARS, G.C. TO APPLY CAULKING ANYWHERE TWO MATERIALS MEET - NO GAPS. JOINTS, CORNERS & EDGES IN BASEBOARD MUST BE AT A 45° ANGLE TO ENSURE SEAM IS NOT VISIBLE. NO BUTT JOINTS. • optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 These drawings and specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SPACE No 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC SCALE 02 DRAWN BY CM CHECKED BY ,RC 03 DATE NOV 2012 PROJECT No. 12-679 04 02.1 05 DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE INTERIOR ELEVATIONS SPACE No AREA SCALE DRAWN BY CM CHECKED BY ,RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 02.1 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED 22" PANEL SEE G1516 REFER TO DETAIL FOR TILE LAYOUT U/S OF DECK INTERIOR ELEVATION SCALE 1/4"=1'-0" U/S OF LAY -IN CEILING • FURRED -OUT WALL (. 0) 0 PAINTED DRYWALL, 0 ;it 44" PANEL SEE G1519 DECORATIVE COLUMN SEE 8" BASEBOARD WITH TRIM I G1600 -E FINISH G1600 -D 0.1 INNEN MM. DECORATIVE HANGING - WALL SYSTEM SEE G1600 G1603 6" CROWN MOULDING SEE G1610_6509 FINISH ao 0) U/S WOOD PLANK CEILING SUSPENDED WOOD PLANK CEILING FIN. REMOVABLE PUCK PANELS OUTLINE OF FLOATING _ WALL AT DISPLAY WINDOW. SALES AREA SIDE OF WALL TO BE PAINTED SEE G1520 5" TOP MOLDING FIN...... OPEN TO — DISPLAY WINDOW DORMER TO BE PAINTED SEE SIMILAR DETAIL WITHOUT PLANKING PIVOT LINE P19 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED REFER TO DETAIL FOR TILE LAYOUT 0 bo SED STANDARDS 0 w cV 0 M LO (9 0 DECORATIVE HANGING WALL SEE G1610 FINISH 12" BASEBOARD SIMILAR TO WITH TRIM FINISH INTERIOR ELEVATION SCALE 1/4"=1'-0" G1600 -E G 1600-D STOREFRONT I G1309 RUNWAY SEE G1311 PAINTED DRYWALL 6" TOP MOLDING FINISH CO 0 a z Y z —J n- 0 0 G1315 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL© AND DOOR SCHEDULE TIP FOR SPECIFICATIONS CASH COUNTER SEE conn rn (9 N A.F.F. (12Th' -6" / TOP OF DORMER A.F.F. 12`-0 11'-6" HIGHEST POINT OF DORMER A.F.F. 6'-8" U • LOWEST POINT z / OF DORMER BACK BAR UNIT SEE H/C LEDGE PROVIDED BY CLIENT( 4 & INSTALLED BY G.C. SEE DETAIL 12" BUILT-UP — WOOD BASE FINISH SEE DETAIL 04.2 G250 REVISED: JAN. 27, NOTE #1: - BACK DORMER WITH PLANKING - CASH DORMER WITHOUT PLANKING NOTE #2: ALL RECESSED STANDARDS ARE TO BE PAINTED BY G.C. ONCE INSTALLED IN WALL SAME COLOR AS WALL. NOTE #3: G.C. TO INSTALL A DECORATIVE METAL PLATE WITH (8) BOLTS AT EACH JOINT WHERE BEAMS MEET. SEE DETAIL NOTE #4: FOR ALL FITTING ROOM JOINTS, PARTITIONS, HARDWARE & HANGARS, G.C. TO APPLY CAULKING ANYWHERE TWO MATERIALS MEET - NO GAPS. NOTE #5: JOINTS, CORNERS & EDGES IN BASEBOARD MUST BE AT A 45° ANGLE TO ENSURE SEAM IS NOT VISIBLE. NO BUTT JOINTS. U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE • J 0 w 3/4" BLACK METAL OJCHANNEL 2 cYi.4. 0 F— x .0 w F— z O IY LL w tY. 0 00 J RE�E.SSED �..�..w ... GRI.LL.E..TRAC.K... CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS U/S OF STOREFRONT OPENING INSTALL PLYWOOD AT TOP (TO MAKE FLUSH, — TO WOOD PLANKING) FOR HARDWARE INSTALLATION. FINISH SAME AS WALL 6" CROWN MOLDING SEE 6" TOP MOLDING FINISH PI LEASE LINE -�- 12" BUILT-UP BASE FIN. 2 G1600F 6" TOP MOLDING FIN., O z� z � J 0 0 0 10'-0" DECORATIVE GARAGEDOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS INTERIOR ELEVATION SCALE 1/4"=1'-0" POSTER FRAME FOR VESTIBULE TO BE LEANING— 4" FROM BASEBOARD SEE G652 MIN REQ'D POSTER FRAME FOR VESTIBULE SEE G652 U/S OF DECK LU 1 U-) z 0 H w �X >-. LL w > 0 0 11'-2" A.F.F. INTERIOR ELEVATION ®� SCALE 1/4"=1'-0" U/S OF VESTIBULE CEILING • 6" CROWN MOLDING SEE G1600F 6" TOP MOLDING FIN. (O 0 • PODIUM FULL SIZE_ SEE G1300 I- MANNEQUINS ACCESSORY RISER SEEI G1403 J d 0 0 12" BUILT-UP BASE FIN. A CUBE PODIUM SEE G1301 0 rn (9 6" CROWN MOLDING SEE G1600F 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED REFER TO DETAIL FOR TILE LAYOUT i ± 9'-6" WALLCOVERIN DECORATIVE COLUMN SEE G1603 INTERIOR ELEVATION SCALE 1/4"=1'-0" OPEN_ PREP sP�es .SONO Irr11.1 fl fill [ I 1 l l fll?TI 1111T[ITI I GIT1(-[Il r WOOD CAISSON UNIT SEE G311W Eo;` WALLCOVERIN FURRED -OUT WALL U/S OF LAY -IN CEILING U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE 8 BASEBOARD — WITH TRIM FINISH G1600 -E G1600 -D 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED REFER TO DETAIL FOR TILE LAYOUT DECORATIVE BEAMS — SEE 0 w 0 LL 0 D G.C. TO VERIFY EXACT HEIGHT ON SITE (9 (V z w 0 Z J - O FURRED -OUT WALL OR q_g0 SALES 10'-4" O.A. 0 DECORATIVE — METAL PLATES SEE 9'-6" A.F.F. U/S OF DECORATIVE BEAMS 0 Co RECESSED STANDARDS N 0 M (9 0 I I 1 1 f I 1 I. PAINTED �y DRYWALL 1.0 INTERIOR ELEVATION 02.2 SCALE 1/4"=1'-0" G620 -C 3/4" TH. X 4" HIGH BASEBOARD PAINTED r TO RUN ENTIRE LENGTH OF WALLS (UNLESS OTHERWISE NOTED) SEE DETAIL U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE 6" CROWN MOLDING SEE G1600F /S OF VESTIBULE CEILING 6" TOP MOLDING FINISH LO J 0 0 0 0 0 POSTER FRAME FOR VESTIBULE TO BE LEANING-- 4" EANING-4" FROM BASEBOARD SEE G652 i i co v � cos co rip z Y z 0 7 - MIN REQ'D INTERIOR ELEVATION SCALE 1/4"=1'-0" 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL® AND DOOR SCHEDULE FOR SPECIFICATIONS II ii II II II II 0 4 N 0 0 3/4" BLACK METAL CHANNEL RECESSED GRILLE TRACK O 00 Q z 0 m CENTRE LINE OF RECESSED N SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS LEASE LINE 3" X 6" X 132" HIGH METAL MULLION FINISH 0 J CO a —J n. 0 0 0 z 0 q O c' ) STOREFRONT HEIGHT 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS 6" CROWN MOULDING SEE G1610_6509 FINISH 1 PAINTED DRYWALL co 1.0 U/S OF DISPLAY WINDOW CLG U/S OF DECK .C. TO VERIFY EXACT HEIGHT ON SITE INTERIOR ELEVATION SCALE 1btr=1'-0" 12" BASEBOARD SIMILAR TO WITH TRIM FINISH G1600 -D DECORATIVE HANGING WALL SEE G1610 FINISH op REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 Z 2013 PERMIT CENTER d • • optima esign t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SPACE No 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC SCALE 02 DRAWN BY CM CHECKED BY RC 03 DATE NOV 2012 PROJECT No. 12-679 04 02.2 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 408 REGISTERED RCHITECT D A. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE* 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE INTERIOR ELEVATIONS SPACE No AREA SCALE DRAWN BY CM CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 02.2 PARTITION LEGEND REVISED: JUNE 7, 2012 TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION C1 02 INTERIOR PARTITION TO U/S OF DECK (BUILT ON SITE) NOV 2012 PROJECT No. INTERIOR PARTITION TO 9'-6" A.F.F. (BUILT ON SITE) •- ® EW DEMISING WALL TO U 5/8" GYPSUM BARDOARD - 3 5/8" METAL STUD FRA - 5/8" GYPSUM BOARD U/S OF DECK (BUILT ON SITE) TO MATCH EXISTING DEMISING WALL. 't Nr U 6 ' Nt'"'' 6 C/C IN. i / //.,/,',/ - 3 5/Er 1/2" GYPSUMETASTOUDS. 16" C/C MIN. -PROVIDE WOOD BLOCKING FOR SUPPORT OF MIRRORS & C8 O - 3 5/8" METAL STUDS. DS. @ 16" C/C MIN. -PROVIDE WOOD BLOCKING FOR SUPPORT OF MIRRORS & RECESSED STANDARDS APPLICABLE) RECESSED STANDARDS (WHERE APPLICABLE) - 1/2" GYPSUM BOARD (WHERE - 1/2" GYPSUM BOARD ! TON SITE) 1/2" GYPSUM BOARD OC2 INTERIOR PARTITION (BUILT ON SITE) - *SEE ELEVATIONS FOR HEIGHTS INTERIOR PARTITION TO 11'-2" A.F.F. (BUILT ON SITE) ® „ ,< FU 1 F (- - 1 5/8", 2 1/2" AND / OR 3 T L ! ;;� CONSTRUCTION -*SEE CONSTRUCTION PAGES FOR WIDTHS %/' //(' /' - 1/2" GYPSUM BOARD 3 5/8" METAL STUDS. @ 16' C/C MIN. -PROVIDE WOOD BLOCKING FOR SUPPORT OF MIRRORS & C9 O ' .' i IIF , 1= 1�' 1 ' 112" GYPSUM BOARD 3 5/8" METAL STUDS. @ 16" C/C MIN. - PROVIDE WOOD BLOCKING FOR SUPPORT OF MIRRORS & RECESSED STANDARDS APPLICABLE) RECESSED STANDARDS (WHERE APPLICABLE) - 1/2" GYPSUM BOARD (WHERE - 1/2" GYPSUM BOARD C3 O5/8" INTERIOR PARTITION FITTING RMS TO 9'-6 3/4" A.F.F. (BUILT ON SITE) TERIOR PARTITION TO U/S OF DECK BUILT ON SITE) ® EXISTING WALLS TO REMAIN (INCL. DEMISING WALLS, W/C WALLS...ETC.). G.C. TO PATCH & REPAIR AS REQ'D ALL EXISTING WALLS. FIRE RATING: 1 HR. - U.L. NO. U-465 j'// - 1/2" GYPSUM BOARD 1 518" METAL STUDS. @ 16" C/C MIN. (PROVIDE BLOCKING FOR HOOKS) i , ' / / - 5 3 5/8" METAL STUDS. @ I GYPSUM BOARD -1/2' GYPSUM BOARD ** 1 HOUR FIRE RATING U.L. NO. U-465 ** INTERIOR PARTITION (BUILT ON SITE) -*SEE ELEVATIONS FOR HEIGHTS - 3/4" BRICK ' FURRED -OUT WALL TO 12'-0" A.F.F. BUILT ON SITE) "' '- `' Ot♦ ® 1 2" GYPSUM BOARD / - 3 5/8" METAL STUDS. @ 16" C/C MIN. - PROVIDE WOOD BLOCKING FOR SUPPORT OF METAL 3" FURRED -OUT WALL TO 12'-0" A.F.F. 1/2" GYPSUM BOARD_- BEHIND RECESSED STANDARDS) ® " '' - 1/ =it 6" METAL STUDS @ 16" P DE WOOD BLOCKING FOR SUPPORT OF MIRRORS & HARDWARE AP IC ) PUCK SYSTEM - 1/2" GYPSUM BOARD 2 1/2" METAL STUDS @ 16" C/C MIN. (PROVIDE BLOCKING (WHERE - 1/2" GYPSUM BOARD C5 STOREFRONT FILLER PANELS (SEE STOREFRONT ELEVATIONS FOR HEIGHTS) "SAW " FURRED -OUT WALL TO U/S OF DECK (BUILT ON SITE) 1 ._, TERIOR PARTITION (BUILT ON SITE) -*SEE ELEVATIONS FOR HEIGHTS 3 . - • 1/2" GYPSUM BOARD 1/2" METAL STUDS. " P VI FOR SUPPORT OF METAL �, i r1 f f 1 1 f r� 1/2" TH. -CUT' WOOD PANELS 1/2" GYPSUM BOARD ,,. �':I� i� II - �_ - 6" METAL STUDS @ 16" P DE WOOD BLOCKING FOR SUPPORT OF MIRRORS & HARDWARE AP IC 2 @ M" . - PUCK SYSTEM 3 5/8" METAL STUDS. @ 16" C/C MIN. - 1/2" GYPSUM BOARD (WHERE - 1/2" GYPSUM BOARD C6 INTERIOR PARTITION TO 12'-0" A.F.F. (BUILT ON SITE) L FURRING W T U/ 0 FITTING ROOM CEILING INTERIOR PARTITION TO 9'-6" A.F.F. (BUILT ON SITE) - SEE CONSTR. DETAILS & SECTIONS FOR SPECIFICATIONS O -5/6" WOOD PLANKING ON ONE SIDE ONONCRETE • /. - 1/2" GYPSUM BOARD - 3 5/8" METAL STUDS. @ 16" C/C MIN. - PROVIDE WOOD BLOCKING FOR SUPPORT OF MIRRORS & ® 1/2" GYPS METAL STUDS BLOCKING FOR SUPPORT OF MIRRORS & I VID - , = 1/2" GYPSUM BOARD 3 5/8" METAL STUDS. @ 16" GC MIN. -1/2" GYPSUM BOARD RECESSED STANDARDS (WHERE APPLICABLE) - 1/2" GYPSUM BOARD HARDWARE & BENCH (W ER ICA E) C7 O® - ' ' ' - ED -OUT WALL O 1 '-0" . . (BUILT ON SITE) INTERIOR PARTITION TO U/S OF DECK (BUILT ON SITE) BOARD FURRED -OUT WALL (BUILT ON SITE) - SEE CONSTR. DETAILS & SECTIONS FOR SPECIFICATIONS - - - WALL TO 9'-6" A.F.F. : / / �/ 1/2"GYPSY : - 1 5/8" METAL STUDS. @J/ftOV`D BLOCKING FOR SUPPORT OF MIRRORS & - � \ '\> - -1/2"GYPSU - 3 518" METAL STUDS. 16" C/C M V E BLOCKING (WHERE APPLICABLE) 2 1/2" METAL STUDS. @ 16" C/C MIN. -1/2" GYPSUM BOARD RECESSED STANDARDS H BLE) - _ ... - 1/2° GYPSUM BOARD "'2 HOUR FIRE RATING U.L. NO. U-411** -.. , WALLS TO BE DEMOLISHED 3 FIREKING 1. TAPE AND PLASTER ALL GWB JOINTS. PREPARE ALL SURFACE TO RECEIVE PAINT UNLESS OTHERWISE NOTED. 2. TRENCH IN EXISTING CONCRETE SLAB TO EMBED ELECTRICAL & COMMUNICATION CONDUITS AT CASH COUNTER & AT STORE ENTRY FOR SECURITY SYSTEM. G.C. TO COORDINATE WITH ELECTRICAL ENGINEER'S DWG's & MALL MANAGER & TO REPAIR EXISTING SLAB. OR FINISH. R QUIRED. ALL PENE RAT ONS AND GA S IN SLAB SHOULD BE READY TO RECEIVE NEW OFIRE PARTITIONS SHALL BE FIRE -STOPPED PER CODE 4. ALL PARTITION METAL STUDS TO BE 20 GA ALUMINUM U.N.O. 5. ALL PARTITIONS SHALL HAVE CONTINUOUS BOTTOM TRACK (SIZE & GAUGE TO MATCH VERTICAL STUDS). TRACKS SHALL BE FASTENED TO DECK WITH SECURE TRACK WITH MIN. 0145" DIA. PAF (POWDER ACTUATED FASTENERS) @ 16" O.C. AND 2" FROM EACH END. NOTES N 0 csi Z Q 0 w NOTE #1: G.C. TO INSTALL A 4" HIGH BASEBOARD ALL AROUND COLUMNS PAINTED THE SAME FINISH AS THE COLUMNS. NOTE #2: G.C. TO VERIFY EXACT LOCATION OF ALL COLUMNS AND CONTACT DESIGNER IF THERE ARE DISCREPANCIES. NOTE #3: G.C. TO INSTALL 6" HIGH X 5/8" TH. X 10'-0" LONG VERTICAL PLYWOOD BLOCKING IN GYPSUM BOARD WALL BEHIND EACH SURFACE MOUNTED STANDARD. SEE DETAIL EXISTING COL METAL (IF POSSIBLE) AND EXISTING COL i METAL (IF POSSIBLE) AND may, EXISTING COL OWN TO CONCRETE / OWN TO CONCRETE / OWN TO CONCRETE / METAL (IF POSSIBLE) AND TE #7: EXIS . COLUMN TO BE STRIPPED DOWN TO CONCRETE / METAL (IF VESTIBULE: IBLE) AND TO TO RECEIVE SAME FINISHES AS - WALLPAPER FINISH - 6" TOP MOLDING FINISH - WOOD PLANKING G901 /A - 12" HIGH BUILT-UP WOOD BASE FINISH NOTE FOR DOORS: FOR DOOR DESIGNATIONS AND SCHEDULES SEE SHEETS REVISED: MAY 31 2011 FLOOR LAYOUT NOTES NOTE: FOR RECESSED STANDARD LEGEND, FLOOR RACK LEGEND & MIRROR LEGEND REFER TO PAGES BRICK SQUARE FOOTAGE REVISED: MAR. 3, 2011 FINISH TYPE DESCRIPTION SQUARE FEET BY BRICK AT REAR DORMER WALL ± 305 SQ. FT. LEASE LINE TO LEASE LINE 32'-11" O.A. GYP. BD. WALL Nfoo 0 rn 8 N NOTE: FOR FITTING ROOM PLAN & ELEVATIONS SEE NOTE: H/C ACCESSIBLE F.R. SEE DETAIL IADJACENT TENANT 117'-2" O.A. / LEASE LINE TO LEASE LINE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 Cify of Tukwila BUILDING DIVISION 45" 8 53" 8 35'-8 45" 8 /i FITTING ROOMS SEE NOTE # 2 SEE NOTE # 2 38'-54" O.A. FURRED -OUT WALL 5'-2" MIN. REQ'D FURRED -OUT WALL COL. INTIMATE LOUNGE NICHE FURRED -OUT WALL FURRED -OUT WALL -.1411.1 eat TATiraN Mac !Limit/1k mow lisa :SWAM VI. III 11 II 1 22" 1 22" 112" 34" 22" 22" 22" 34" 22" 22" 25" 22" ' 25" 22" MIN BETWEEN FURRED -OUT WALLS REQ'D RECESSED STANDARDS TYPICAL FOR PERIMETER OF SALES AREA SEE DETAIL G530-2 0 6'-0" TYPICAL io / 6'-0" If ICAL DECORATIVE HANGING WALL SEE G1610 RECESSED STANDARDS IN CABINETS AND BEHIND cl,t7 CABINET (IN WALL) TYPICAL DETAIL SALES FLOOR 8'-0" HIGH RECESSED STANDARDS SEE DETAILS G530-2 OUTLINE OF CROWN MOLDING ABOVE NOTE: PROVIDE BLOCKING BEHIND EVERY RECESSED STANDARD 6" LOCK BOLT IN FRONT OF DOOR, INTO FLOOR SALES FLOOR C/C OF DEC. COLUMNS OUTLINE OF CROWN MOLDING ABOVE NOTE: PROVIDE BLOCKING BEHIND EVERY RECESSED STANDARD H/C LEDGE PROVIDED — BY CLIENT & INSTALLED BY G.C. SEE DETAIL 3'-0" H/C LEDGE POSTER FRAME FOR VESTIBULE TO BE LEANING 4" FROM BASEBOARD SEE G652 1.1:31M MIM FOR FITTING ROOM MANAGEMENT PLAN & ELEVATIONS SEE 6'-0" TYPICAL SPACING @ CABINET II r II 1 li I CASH DESK NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS OUTLINE OF CROWN MOLDING ABOVE LINE OF EXISTING MALL BULKHEAD ABOVE TO REMAIN AS IS LINES OF STOREFRONT BULKHEAD ABOVE i LU co CY Q0 0 0 LEASE LINE / MAXIMUM STOREFRONT PROJECTION LINE 3" X 6" METAL MULLION FINISH CENTER LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS 14" RADIUS FOR RECESSED GRILLE 6" LOCK BOLT IN FRONT OF DOOR, INTO FLOOR 5'-68" e1' 2 EQ. / 9'-0" MIRROR 10'-08" 61' 2 // Q. 5" 67$ 1874" O.A. 22" 25" 22" 1 22" 22" 25" 22" 25" 1 22" 22" 22" 34" 58' 29'-4$" FURRED -OUT WALL IADJACENT I , TENANT 51 4 272" 37" 8 22" 13'-0$" 8'-4" 42' 2'_14" 11,-0" 2'-3$" FURRED -OUT WALL 66'-11$" 21'-88" O.A. FURRED -OUT WALL FURRED -OUT WALL BACK BAR 15'-48" L i 4 1'-8" " 8 7'-118" OUTLINE OF CROWN MOLDING ABOVE 1'-7$" 9'-74" FITTING ROOMS SALES AREA 121'-44" O.A. CONSTRUCTION PLAN SCALE 1/4"=1'-0" LEASE LINE TO LEASE LINE NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS REFER TO PAGE 03.2 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Ca lads NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 DATE NOV 2012 PROJECT No. 12-679 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL RECEIVED CITY OF TUKWILA JAN 02 2013 PERMIT CENTER ' 011' tr 4' 1. 3408 REGISTERED RCHITECT /ID A.!_!0}4OW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SALES AREA CONSTRUCTION PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 03.1 NOTE FOR DOORS: FOR DOOR DESIGNATIONS AND SCHEDULES SEE SHEETS NOTE: FOR PARTITION LEGEND REFER TO PAGE NEW PAPER TOWEL DISPENSER 0» c. NOTE: EXISTING RESTROOM (1) LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS REQ'D & TO ENSURE THAT TOILET, SINK & FAUCET...ETC. ARE IN GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, DISPENSERS & TOILET PAPER HOLDER. WALLS TO BE PAINTED SEE PAGE a FOR ALL SPECIFICATIONS & FINISHES. n7 EXISTING LAVATORY TOILET NEW SOAP DISPENSER NEW TOILET PAPER HOLDER 30" x 48" CLEAR FLOOR SPACE NOTE: EXISTING RESTROOM (1) LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS REQ'D & TO ENSURE THAT TOILET, SINK & FAUCET...ETC. ARE IN GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, DISPENSERS & TOILET PAPER HOLDER. WALLS TO BE PAINTED SEE PAGE a FOR ALL SPECIFICATIONS & FINISHES. 60" x 60" CLEAR FLOOR SPACE optima design t. 514 288 3952 If. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 ADJACENT TENANT NOTE: CENTRAL VACUUM & ACCESSORIES. REFER TO CV SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS No. DATE REVISION BY 5'-0" TURNING DIAMETER NOTE: EXISTING H/C ACCESSIBLE RESTROOM AS PER CODE. SEE DETAIL . EXISTING RESTROOM DSS OFFICE 18" MIN. REQ'D EXISTING OPENING EXISTING RESTROOM %4" THICK HANDICAP SIGNAGE @ 60" A.F.F. TO CENTER OF SIGN SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS NOTE: Y4" THICK HANDICAP SIGNAGE @ 60" A.F.F. TO CENTER O IGN SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS DSS OFFICE UNISEX NOTE: EXISTING RESTROOM DOOR SEE DETAIL AND DOOR SCHEDULE A FOR SPECS. 1'■� NOTE: G.C. TO PROVIDE AND INSTALL (4) HOOKS @ 8'-0" A.F.F. ONTO (2) 24"W X 18"H PLYWOOD BACKING. SPEC: HOME DEPOT CRAWFORD 1 1" GIANT STORAGE HANGER MODEL # GSH -36 CAT # 932114. H/C ACCESSIBLE RESTROOM DETAIL SCALE 1/2"=1'-0" EXISTING RESTROOM DOOR SEE DETAIL AND DOOR SCHEDULE A FOR SPECS. LEASE LINE NOTE: G.C. TO VERIFY EXISTING CONDITION AND PERFORM ANY MAINTENANCE OR REPLACEMENT AS REQ'D TO ENSURE GOOD WORKING CONDITION. NON -SALES AREA FOR ALL FITTING ROOM DOORS SEE DETAIL D AND DOOR SCHEDULE FOR SPECIFICATIONS H/C ACCESSIBLE FITTING ROOM NOTE: EXISTING REAR EXIT DOOR TO REMAIN. SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS NOTE: EXISTING LOCATION OF ELECTRICAL PANEL & SUSPENDED TRANSFORMER AS PER SURVEY TO REMAIN AS IS. SURFACE MOUNTED STANDARDS TYPICAL FOR STOCKROOM SEE G.C. TO INSTALL RED TILE FLOORING TO CLEAR FLOOR SPACE REQUIRED AT ELECTRICAL PANELS AS PER CODE. SEE PAGE FOR FLOOR FINISH SPECIFICATIONS 07.2 G815-1 I -- NON -SALES AREA FITTING ROOM HANGBAR SEE DETAIL SEE NOTE #3 ADJACENT TENANT BENCH NOTE: FOR ALL FITTING ROOM MIRRORS REFER TO PAGE FOR MIRROR LEGEND FITTING ROOM —HANGBAR SEE DETAIL H/C ACCESSIBLE —FITTING ROOM BENCH SEE DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 REFER TO PAGE 03.1 RECEIVED CITY OF TUKWILA CONSTRUCTION PLAN SCALE 1/4"=1'-0" H/C ACCESSIBLE FITTING ROOM DETAIL SCALE 1/2"=1'-0" JAN 02 2013 PERMIT CENTER ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 Rt.f i `'i .+,: _ R o fChi !ECT D ID A. UDKOW STATE OF WASH INGTON v2 GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM, H/C ACCESSIBLE FITTING ROOM & RESTROOM CONSTRUCTION PLANS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 03.2 fico Oz W Oo_. O ROUGH OPENING CD 2C0 Z LU 0O BRICK WALL U/S WOOD PLANK CEILING SEE DETAIL 6" TOP MOLDING FINISH WHITEWASH SEE G630W RECESSED STANDARDS TO BE CUT BY G.C. TO THE APPROPRIATE HEIGHT WOOD: NICHE FINISH WHITE WASH SEE G632 TOP MOLDING (OUTLINE) FINISH WHITE WASH SEEI G630W 1B l BRICK WALL ELEVATION 04.1 SCALE 1/2"=1'-0" 0 a) OVER ALL HEIGHT SIDE ELEVATION SCALE 1/2"=1'-0" TOP MOLDING (OUTLINE) 88" OA • Vicpars ' :itIV ncvai` exr® �®_ ®�ir 336 NOW igitiMAK. 1 BRICK WALL DETAILS 04..1 SCALE AS SHOWN. r/ BRICK WALL PLAN SCALE 1"=1'-0 WOOD ARCH WITH WOOD SHELVES — FINISH WHITE WASH SEE RECESSED STANDARDS TO BE CUT TO THE APPROPRIATE HEIGHT NOTE: PROVIDE BLOCKING BEHIND EVERY RECESSED STANDARD 31" 2 i / EQ 6' -3 - NOTE: DECORATIVE COLUMNS SEE G615 TO RECEIVE GYP 1 c/c OF DECORATIVE COLUMNS 6'-38" O.A. GYPSUM BOARD WALL 6'-08' 2; EQ EQ EQ + _I- .1- _F + • .+ -I- + I + i. �. _F - 1 i- G1417 f-1•1A47A EQ 22" 17B G1417D 47C• i'1A0171= 22" EQ 7" NON-TYP 6" NON-TYP 6" 6'-10$' 8'-0" HIGH RECESSED STANDARDS SEE DETAIL 10 04.1 & G530-2 FEATURE WALL NEW GYPSUM BOARD WALL TO 9'-6" A.F.F. - 1/2" GYPSUM BOARD _ - 3 5/8" METAL STUDS @ 16" c/c (PROVIDE BLOCKING BEHIND RECESSED STANDARDS AND MIRROR) 1/2" GYPSUM BOARD 04,.1SCALE 3/4" = 1'-0" 12" PAINTED WOOD BASE MOLDING. REFER TO ELEVATIONS FOR FINISH 2 4 12" BASEBOARD SECTION SCALE 1" =t-0" 4" PAINTED WOOD BASE MOLDING. REFER TO ELEVATIONS FOR FINISH •/ / 4" BASEBOARD SECTION PARTITION 04.1 SCALE 1" = 1'-0" EXISTING DEMISING WALL LL LL. 9 (V 1 CASING BEAD TWO LAYERS OF GYPSUM BOARD AT TOP STUDS TO STOP @ 11'-9" A.F.F. GYPSUM BOARD TO CONTINUE TO 12'-0" A.F.F. TO PROVIDE PASSAGE FOR CENTRAL VACUUM HOSE ALL ALONG AT TOP. -EXISTING DEMISING WALL - 2 1/2" METAL STUDS (EACH SIDE OF RECESSED STANDARD) - 1/2" GYPSUM BOARD - ONE COAT OF PRIMER SEALER - TWO COATS OF FINISH PAINT VARIES - SEE CONSTRUCTION PLAN FOR EXACT DIMENSION BASEBOARD SEE FINISHES PLAN TO DETERMINE TYPE 5WALL SECTION 04.1 SCALE 1" = 1'-0" NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. 1 X 6 FURRING STRIP AT WALL FOR SECURING SHELVING. ATTACH FURRING TO WALL STUDS WITH (3) #12 X 2-1/2" LONG STEEL SHEET METAL SCREWS. ALIGN SCREWS WITH WALL STUDS WITH MAXIMUM SPACING OF 16" O.C. (DRYWALL SCREWS ARE NOT ACCEPTABLE) EVERY "L" OR "T" POST AT WALL SHALL BE ATTACHED TO FURRING STRIP WITH (2) #12 X 2" LONG STEEL HEX HEAD SCREWS. (DRYWALL SCREWS ARE NOT ACCEPTABLE) COUNTER SINK FURRING SCREWS FLUSH WITH BUT NOT LOWER THAN THE SURFACE OF THE FURRING. ALSO INSTALL WASHERS WITH THE SCREWS WHERE EVER FURRING WOOD IS DETERMINED TO BE SOFT. 6 FURRING ATTACHMENTS FOR STANDARDS 04.1 N.T.S. VARIES - REFER TO ELEVATIONS APPLIED BRICK PARTITION TYPE s OR PROVIDE BLOCKING IN WALL FOR SUPPORT FERMOS MFG. INC. 88" HORIZONTAL PUCK RAIL PART # G004-00114-008 CJ PUCK SYSTEM SITS ON 30th ROW OF BRICK A.F.F. METAL PUCK SYSTEM @ REAR DORMER WALL SCALE 1"=1'-0" 1 1/2" SLOTTED CANTRUS (TYP.) CLAMP TO BOTTOM FLANGE OF DECK SUPPORT BEAM (TYP.) LANDLORD'S DECK STEEL DECK SUPPORT BEAM BEYOND —®'imea®®�®S® 5111PANATIE ANTI -SWAY WIRES (AS REQ'D) 1 5/8" RUNNER CHANNEL 7/8" FURRING CHANNEL (9'-6 3/4'1 U/S F.R. CEILING GYPSUM BOARD CEILING IN FITTING ROOMS TO BE AT 9'-6 3/4" A.F.F., GYPSUM BOARD IS NOT TO BE SUPPORTED ON BOTTOM LEG OF DECORATIVE WOOD BEAM GYPSUM BOARD TO OVERLAP BOTTOM OF DECORATIVE BEAM BY 1" NOTE : TRIM FLANGE TO PERMIT—' JUNCTION OF WALL & CEILING. 5. 8 12 GA WIRE 4'-0" O.C. TIED TO DECK FRAMING W/ (3) TURNS, TYP. (NOT TO DECK) 20 GA W/ #8 SCREWS @12"O.C. 10" FAUX STEEL (PAINTED WOOD) DECORATIVE CEILING BEAMS SEE DETAIL G625 U/S OF BEAM j 9'-6" J -TRIM 1/2" GYPSUM BD. ON BOTH SIDES STEEL STUDS CENTERED W/ BEAMS 04 CEILING CONDITION IN FITTING ROOMS 04.1 SCALE 1" _1'_0.. z 0 z LL z 11 0 0N 2 1/2"METAL STUDS, 20 GAUGE, @ 16" O.C. 1 SECURE TO STRUCTURE ABOVE (NOT TO DECK) 18 GA. CONTINUOUS BOTTOM TRACK SECURE STUDS W/ #8 FASTENERS EACH SIDE OF TRACK AT EACH STUD 16 GA. CONTINUOUS TRACK SECURE TO EACH STUDS WI #8 FASTENERS co 1 5/8"x16 GA METAL JOIST FRAMING @ 48" O.C. TYPICAL 1/2" TYPE "X" GWB PER IBC 2506 SECURED TO FURRING CHANNELS W/ DRYWALL SCREWS @ 16" O.C. MIN. 7/8" METAL FURRING CHANNEL @ 16" O.C. SECURE TO 1 5/8" METAL JOIST FRAMING WITH MINIMUM 8 GA WIRE PER ASTM C754 ICO • 1/2" TH. WOOD CORNER PLANKS FIN. 7SUSPENDED CEILING DETAIL • 5/16" WOOD PLANK CEILING FINISH (CLASS "C" FINISH) 04.1 UIS OF DECK 1 5/8" RUNNER CHANNEL 7/8" FURRING CHANNEL 1 1/2" SLOTTED CANTRUS (TYP.) LAMP TO BOTTOM FLANGE OF DECK SUPPORT BEAM (TYP.) STEEL DECK SUPPORT BEAM BEYOND 1 1 1 III I 10" FAUX STEEL (PAINTED WOOD) DECORATIVE CEILING BEAMS SEE DETAIL. 9'-7'3/4' 9'-6" G625 U/S GYPSE CEILING U/S OF BEAM PLYWOOD BOARD TO OVERLAP BOTTOM OF DECORATIVE BEAM BY 1" U/S OF PLYWOOD BOARD CEILING AT LOUNGE AREA TO BE AT 9'-7 3/4" A.F.F., PLYWOOD BOARD IS NOT TO BE SUPPORTED ON BOTTOM LEG OF DECORATIVE WOOD BEAM PROVIDE BLOCKING AS REQ'D orate near TIN TILE CEILING PAINTED FINISH 7'-6" \ A.F.F. CEILING CONDITION IN INTIMATE LOUNGE AREA m V♦V 4%9 U/S OF CHANDELIER PREFERRED HEIGHT LIGHT FIXTURE TO BE SURFACE MOUNTED. APPROXIMATE WEIGHT OF LIGHT FIXTURE: 23 LBS OUTLINE OF INTIMATE NICHE A.F.F. 7'-0" U/S OF CHANDELIER MINIMUM HEIGHT LANDLORD'S DECK 12 GA WIRE 4'-0" O.C. TIED TO DECK FRAMING W/ (3) TURNS, TYP. (NOT TO DECK) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION; SCALE 3" = 1'-0" 10 3 5/8" METAL STUD, 18 GAUGE #8 FASTENERS @12"Q.C. +� -4 IN +3" ±24�� GYPSUM BOARD NOTE: RECESSED STANDARD TO BE 96" LONG (UNLESS OTHERWISE NOTED) SLOTS TO BE 2" c/c TYP. NATURAL FINISH, SINGLE SLOT RECESSED STANDARDS 04.1 FULL SCALE LOCATION OF JOINT BETWEEN TWO BEAMS DECORATIV PLATE SEE G620 -B RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER DECORATIVE BEAM SEE D13-60 Z 04.1 DECORATIVE METAL PLATE CONNECTION DETAIL SCALE 1"=1'-0" NOTE: G.C. TO INSTALL A DECORATIVE METAL PLATE WITH (8) BOLTS AT EACH JOINT WHERE BEAMS MEET. optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII I suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC CHECKED BY RC 02 DATE NOV 2012 PROJECT No. 12-679 DWG. No. 03 04 05 N o. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE GARAGE STORE#368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE CONSTRUCTION DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 04.1 "' I LARGE ORNATE MIRROR 3/4" TH. X 4" HIGH BASEBOARD SEE DETAIL DECORATIVE WOOD FRAME#78820 BY ICM MILLWORK SHOP \ MIRROR FRAME NOTE: G.C. TO MOUNT MIRROR TO WALL FROM PLYWOOD BACKING & INSTALL SCREWS AT TOP PART OF BACKING INTO WOOD BLOCKING / METAL STUDS - MIRROR TO SIT ON THE FLOOR IN FRONT OF BASEBOARD NON -TEMPERED MIRROR TO BE RETAINED BY CONTINUOUS J -CHANNEL AT TOP AND BOTTOM ONLY WOOD BLOCKING J -CHANNEL 5/8" TH. PLYWOOD BACKING 1/4" TH. CLEAR NON -TEMPERED MIRROR GLUED TO PLYWOOD BACKING 1/4" TH. CLEAR NON -TEMPERED MIRROR GLUED TO PLYWOOD BACKING NON -TEMPERED MIRROR _ TO BE RETAINED BY CONTINUOUS J -CHANNEL AT TOP AND BOTTOM ONLY DECORATIVE WOOD — FRAME #78820 BY ICM MILLWORK SHOP 3/4" TH. X 4" HIGH BASEBOARD SEE DETAIL FRONT VIEW SCALE 112"=1'-0" 2C� SIDE VIEW 04.2 SCALE 1"=1'-0 NOTE #1; G.C. TO VERIFY ON SITE &COORDINATE WITH ICM MILLWORK SHOP FOR EXACT MIRROR & FRAME MEASUREMENTS BEFORE PLACING AN ORDER. NOTE #2: G.C. TO ENSURE THAT FRAME IS PROPERLY FASTENED ONTO METAL / WOOD BLOCKING PROVIDED IN GYPSUM BOARD WALL. NOTE #3: G.C. TO ENSURE NON -TEMPERED MIRROR IS PROPERLY RETAINED BY A J -CHANNEL AT TOP AND BOTTOM ONLY. NOTE #4: G.C. TO SUPPLY J -CLIPS AND MIRROR & ATTACH J -CLIPS TO BACKING AND INSERT MIRROR IN FRAME ON SITE. NOTE #5: ICM MILLWORK SHOP TO SUPPLY ASSEMBLED FRAME, BACKING & HARDWARE. 04.2 LARGE ORNATE MIRROR @ SALES AREA SCALE AS SHOWN 12" TYP 3" WIDE x (2" TO 6" LONG MAX) FILLER PIECES ON BOTH SIDES OF COLUMN (EXCEPT AT VESTIBULE ENTRANCE) LENGTH IS TO BE DETERMINED BY STOREFRONT SCENARIO (SEE STOREFRONT PLAN FOR DIMENSION) SALES AREA 1/4" TH. 1/2" TH. 3,, MDF BD. 18"BEAD BD. 3" SAW -CUT — FOR PAINT TRANSITION SEE DETAIL-' 20" BRICK R216 R3A" 16 -� R1" 3D DENTAL DETAIL _CONCRETE BASE BRACE AS REQ'D MALL EF NOTE: BLOCKING ONLY REQUIRED AT SIGNAGE LOCATION (4) 3 5/8" x 18 GA METAL STUDS TO SUPPORT BOX BEAMS ABOVE (TYPICAL) 3/4" PLYWOOD BLOCKING AT SIGN AREA ONLY 7/8" METAL HORIZONTAL FURRING STRIPS @ 16" VERTICALLY O.C. (TYP) CONCRETE BASE SAW -CUT FOR PAINT TRANSITION PLAN SECTION BLOCKING INSERT SCALE 1 1/2"=1'-0" 24" FRONT ELEVATION SCALE 3/4"=1'-0" 3B REAR ELEVATION X04.2 SCALE 3/4"=1'-0" 3, 12'-0" HIGH (TYPICAL) STOREFRONT COLUMN 04..2) SCALE AS SHOWN GENERAL NOTES NOTE #1: STOREFRONT DECORATIVE COLUMNS & OTHER ELEMENTS TO LOOK ROUGH, OLD & WEATHERED. NOTE #2: DECORATIVE COLUMNS TO BE CUT ON SITE. REFER TO STOREFRONT ELEVATION(S) FOR STOREFRONT HEIGHT. NOTE#3: REFER TO INTERIOR ELEVATIONS FOR FINISH OF DECORATIVE COLUMNS ON STORE SIDE. TOP VIEW SCALE 1/2"=1'-0" 2B I 3/4" TH. X 4" HIGH 04.2 1— BASEBOARD SEE DETAIL FRAME MIRROR FRAME NOTE: - G.C. TO MOUNT MIRROR TO WALL FROM PLYWOOD BACKING & INSTALL SCREWS AT TOP PART OF BACKING INTO WOOD BLOCKING / METAL STUDS MIRROR TO SIT ON THE FLOOR IN FRONT OF BASEBOARD NON -TEMPERED MIRROR TO BE RETAINED BY CONTINUOUS J -CHANNEL AT TOP AND BOTTOM ONLY 1/4" TH. CLEAR NON -TEMPERED MIRROR GLUED TO PLYWOOD BACKING NON -TEMPERED MIRROR TO BE RETAINED BY . ..1! ... CONTINUOUS J -CHANNEL AT TOP AND BOTTOM ONLY DECORATIVE WOOD P29 L FRAME #78820 BY ICM MILLWORK SHOP FRONT VIEW SCALE 1/2"=1-0" SMALL ORNATE MIRROR © SALES AREA 3/4" TH. X 4" HIGH BASEBOARD SEE DETAIL DECORATIVE WOOD FRAME #78820 BY ICM MILLWORK SHOP WOOD BLOCKING J -CHANNEL 5/8" TH. PLYWOOD BACKING 1/4" TH. CLEAR NON -TEMPERED MIRROR GLUED TO PLYWOOD BACKING NOTE #1: G.C. TO VERIFY ON SITE & COORDINATE WITH ICM MILLWORK SHOP FOR EXACT MIRROR & FRAME MEASUREMENTS BEFORE PLACING AN ORDER. NOTE #2: G.C. TO ENSURE THAT FRAME IS PROPERLY FASTENED ONTO METAL / WOOD BLOCKING PROVIDED IN GYPSUM BOARD WALL. NOTE #3: G.C. TO ENSURE NON -TEMPERED MIRROR IS PROPERLY RETAINED BY A J -CHANNEL AT TOP AND BOTTOM ONLY. NOTE#4: G.C. TO SUPPLY J -CLIPS AND MIRROR &ATTACH J -CLIPS TO BACKING AND INSERT MIRROR IN FRAME ON SITE. NOTE #5t ICM MILLWORK SHOP TO SUPPLY ASSEMBLED FRAME, BACKING & HARDWARE. SCALE AS SHOWN CASH COUNTER H/C LEDGE TO BE FIXED TO SIDE OF CASH COUNTER FINISH 68" 3 36" MIN. REQ'D 35$" m 3Z" 8 404" 33.. 3 8r4 MIS 33 JII MIN. REQ'D H/C H/C LEDGE TO BE F XED TO SIDE OF CASH COUNTER FINISH 36" 0 36" MIN. REQ'D 353 4 r 0) N FRONT ELEVATION SCALE 3/4"=1'-0" H/C LEDGE DETAIL SCALE AS SHOWN MIN. REQ'D H/C LEDGE TO BE FIXED TO SIDE OF CASH COUNTER FINISH FRONT ELEVATION RECEIVED SCALE 3"=1'-0 CITY OF TU KUVILA JAN 0 2 2013 optima des • ign t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE MILLWORK DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY `RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 04.2 3"x3" WOOD BLOCKING WALL PANEL CUT TO FIT ROTATED —WALL PANEL CUT TO FIT G1603 G1602 WALL PANEL CUT TO FIT G1600 -A5 G1600 -A4 G1600 -A2 61600-A4 61600-A2 G1600 -A4 G1600 -A2 61600-A4 DECORATIVE COLUMN MAX PANEL SIZE: 95" PER METER WALL PLAN RECESSED STANDARDS (BOTTOM PORTION) SCALE 1/2"=1'-0" DECORATIVE WALL WITH RECESSED STANDARDS DECORATIVE COLUMN 3"x3" WOOD BLOCKING 242" O.A. PUCK WALL PANELS 1,, 1II 1„ 22" 32 44" 32 44" 32 44" optima design t. 514 288 3952 1 f. 514 288 3088 ( www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY FG 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 F 03 04 05 No. DATE REVISION BY 3" ROTATED WALL PANEL CUT TO FIT G1602 METAL ANGLE TO FASTEN BOTH PUCK PANELS TOGETHER DECORATIVE COLUMN PROTRUDING WALL PLAN RECESSED STANDARDS (BOTTOM PORTION) SCALE 1/2"=1'-0" PROTRUDING WALL PLAN PUCK WALL SYSTEM (TOP PORTION) SCALE 1/2"=1'-0" METAL ANGLE TO FASTEN BOTH PUCK PANELS TOGETHER PACK -OUT WALL PERIMETER WALL PLAN PUCK WALL SYSTEM (TOP PORTION) SCALE 1/2"=1'-0" r® SEE DETAIL 110" O.A. 242" O.A. PANEL LENGTH PANEL HEIGHT G1516 II G1519 G1519 G1519 G1519 G1519 G1519 G1519 G1516 RECESSED STANDARDS SEE G1600 -B RECESSED STANDARDS SEE G1600 -B \ Mir_; I— r-100 CO `�(0 G1600 -A5 G1600 -A2 G1600 -A4 G1600 -A2 ROTATED WALL PANEL CUT TO FIT G1600 -A2 1/1/ALL PANEL CUT TO FIT DECORATIVE -COLUMN SEE G1603 61600-A2 DECORATIVE y COLUMN SEE WALL PANEL CUT TO FIT G1602 G1600 -A4 G1600 -A2 G1600 -A4 G1600 -A2 G1600 -A4 G1600 -A2 G1600 -A4 G1600 -A2 LG 1600-A4 F1600 -A5 PROTUDING WALL ELEVATION SCALE 1/2"=1'-0" PERIMETER WALL ELEVATION SCALE 1/2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 ROTATED WALL PANEL CUT TO FIT ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL \\1\v ov\1 RECEIVED CITY OF TUKWILA JAN 01 2013 PERMIT CENTER GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE MILLWORK DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/2"=1'-0" DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 04.3 G1600 -A2 G1600 -A5 G1600 -A4 G1600 -A5 ROTATED G1516 G1519 II 1 II II L ll DECORATIVE WALL PANELS SCALE 1 1/2"=1'-0" TOP SUPPORT SEE G1600-?? 45„ 8 1„ 35,. 2 8 / 12$" 1 ,3„ 24 /// ±102" 1 2 TOP MOULDING TO BE INSTALLED LAST TO ENSURE PROPER PUCK PANEL INSTALLATION SEE 61„ 8 G1600-?? TOP MOULDING TO BE INSTALLED LAST SEE TOP MOULDING TO BE INSTALLED LAST SEE 01600-?? 01600-?? TOP SUPPORT SEE G1600-?? TOP SUPPORT SEE 01600-?? TOP SUPPORT SE.E ,=1st cp G1600-?? PUCK WALL _ PANELS INSTALLED ONTO WALL SUPPORTS FRENCH KEY TO RECEIVE PUCK WALL PANELS li • 3,, 30 30 4 4 4 21„ 3,, 7,, 4 • 4 8 3Z" 8 SUPPORT SEE 01600-?? SUPPORT SEE 01600-?? SUPPORT FOR RECESSED STANDARDS SEE 01600 -TS SUPPORT FOR RECESSED STANDARDS SEE SUPPORT SEE J W z a J J 5 01600-?? MIDDLE SUPPORT SEE G1600-?? TRIM SEE 1_91600-0 7 8 SUPPORT FOR RECESSED STANDARDS SEE 01600 -TS SUPPORT SEE 01600-?? TRIM SEE G1600 -C / 1„ 3,, 7,, 24 4 8 e 3,, 3,, 3,, 4 4 4 MIDDLE SUPPORT SEE G1600 -TS BOTTOM SUPPORT SEE G1600 -BS 01600-?? f PUCK WALL PANELS INSTALLED ONTO WALL SUPPORTS SUPPORT FOR RECESSED STANDARDS SEE G1600 -TS TRIM SEE SUPPORT FOR RECESSED STANDARDS SEE G1600 -TS G1600 -C PANEL TO BE GLUED TO RECESSED STANDARDS SEE PANEL TO BE GLUED TO RECESSED STANDARDS SEE TRIM SEE 01600-D G1600 -A2 I G1600 -A4 01600-A5 (0 3„ 21 4 2 01600-A2 G1600 -A4 G1600 -A5 BOTTOM SUPPORT SEE G1600 -BS RECESSED STANDARDS SEE 01600-B 31„ 5,, 4 8 / SUPPORT FOR RECESSED STANDARDS SEE G1600 -TS BASEBOARD SEE 01600-E PANEL TO BE GLUED TO RECESSED STANDARDS SEE 01600-A2 G1600 -A4 PANEL TO BE GLUE TO RECESSED STANDARDS SEE 01600-A5 BOTTOM SUPPORT SEE 01600 -BS G1600 -A2 G1600 -A4 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 G1600 -A5 City of Tukwila BUILDING DIVISION TRIM SEE G1600 -D BASEBOARD G1600 -E RECEIVED) CITY OF TUKWILAA PROTRUDING WALL SECTION SCALE 1 1/2"=1'-0" 04.4 PERIMETER WALL SECTION SCALE 1 1/2"=1'-0" EXPLODED 3D VIEW SCALE 1 1/2"=1'-0" JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 I Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY FG 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GISTERED RCHITEC f D VID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE MILLWORK DETAILS SPACE No 1135 AREA • 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 04.4 REVISED: JANUARY 18, 2010 NOTE TO ELECTRICAL CONTRACTOR: CANTRUSS', UNISTRUTS AND THREADED RODS TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR OUTLINE OF SUBWOOFER (SOUND FACING DOWNWARD) 3/8" THREADED ROD METAL GRID NOTE: - METAL GRID SYSTEM IS TO BE SUPPLIED BY CLIENT AND INSTALLED BY G.C. - GRIDS ARE TO BE CEILING MOUNTED @ 11'-5" A.F.F. 8'-0" METAL RUNWAY i GRID SYSTEM Type B B -SPARE BLACK RUBBER SPACER 3/8" THREADED ROD NON -PERFORATED CANTRUSS OR UNISTRUT (U -CHANNEL) PAINTED ON SITE NON -PERFORATED CANTRUSS OR UNISTRUT (U -CHANNEL) PAINTED ON SITE 10'-8" U/S OF CANTRUSS STOREFRONT COLUMN ELECTRICAL TRACK PAINTED ON SITE METAL ANGLE SECURED TO SUBWOOFER AND CANTRUSS STOREFRONT GLAZING METAL GRID DETAIL SCALE 1/4"=1'-0" FLUORESCENT STRIP AT WINDOW & COLUMN BASE SEE DETAIL DETAIL ISOMETRIC SUSPENSION OF TRACK SCALE 1"=1'-0" TRACK LEGEND REVISED: MAR 1 2011 TRACK TO BE SUSPENDED OR SURFACE MOUNTED @ 9'-8" A.F.F. GENERAL NOTE: T? - TBC = TRACK TO BE CUT NOTE #1: HEIGHT & ANGLE OF DORMER MAY VARY DEPENDING ON HTS. OF EXISTING SPRINKLER MAIN & DUCTS. HTS. TO BE VERIFIED AFTER DEMOLITION & CONFIRMED W/ DESIGNER. NOTE #2: (9) LIGHT FIXTURES REQ'D & INSTALLED ON SITE FOR INTIMATE LOUNGE NICHE SEE DETAIL NOTE #3: ALL GYPSUM BOARD CEILINGS TO BE 5/8" THK. NOTE: ALL TRACKS IN FITTING ROOM AREA TO BE SURFACE MOUNTED TO GYP. BD. CELING 2x4 SECOND LOOK LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED G1304 NOTE #4: G.C. TO INSTALL A DECORATIVE METAL PLATE W/ (8) BOLTS AT EA. JOINT WHERE BEAMS MEET. SEE DETAIL NOTE #5: ALL REFERENCES TO "BEAM LOCATION" SHALL BE UNDERSTOOD TO DESCRIBE SUSPENDED DECORATIVE (FAUX STEEL) BEAMS SEE DETAILS A & Q & TRACK TO BE SUSPENDED OR SURFACE MOUNTED @ 11'-5" A.F.F. - NON -PERFORATED CANTRUSS INSTALLED TO U/S OF DECK r^ci ^u cLIER INSTALLATION ` , v BELOW: 6" A.F.F. L15 @ 6'-0" A.F.F. L17 (RIGHT SIDE) © 7'-0" A.F.F. L17 L17 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED P19 15'-74" O.A. COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) REFER TO DETAIL FOR TILE LAYOUT TYPICAL SUSPENDED TRACK SEE DETAIL B1 D E EM1 EM2 F-23 K K-2 K -C L L11 L12 L13 L14 L15 Manufacturer / Supplier Amerlux Amerlux Amerlux Amerlux Lithonia Lighting Emergi-Lite Emergi-Lite Feelux SlimLine Juno Amerlux Amerlux Amerlux L16 L17 L18 N-1 U W-1 X Tracks T"x" Union Lighting Union Lighting Union Lighting Union Lighting Union Lighting Union Lighting Union Lighting Catalog Number IMZ39-T6-E-0(PA-0305)-CTB-120-Z-N-SUN With Juno Single Circuit Adaptor I MZ39-T6-E-0(PA-0305)-CTB-120-Z-N-SU N With Juno Single Circuit Adaptor IMZ39-T6-E-0(PA-0305)-CTB-120-Z-N-SUN IMZ39-T6-E-0(PA-0305)-C-120-Z-N-SUN-(Monopoint) LE S B (PER PLANS) G 120/277 ELN ECC18-2 ECC18-2 NSLL14AB12NN TC20 WITH 206 CWH # CYLT-20-MM-B-120-FL-SUN CYLTV-20-M M-E-WT-CTW-120-CL-SU N TC -0015-W ET07 98072CP A46-386/5 SPT-A7-WH/3 31173 -CH A7-320/3 Description Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 Canopy Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Alu. Reflector, Clear Glass Enclosure. Position # 3 Illuminated Emergency Exit Sign w/ 90 min. Battery Back-up 2 Head Emergency Light Unit With Nickel -Cadmium Battery 2 Head Emergency Light Unit With Nickel -Cadmium Battery Seamless T5 Fluorescent Light Fixture (High Output) Recessed Downlight Track Cylindrix 20 Watt Reflector Formed Aluminum Housing, Spun Specular Hammertone Aluminum Reflector, Clear Glass Enclosure Sunrise Track Mounted (Amerlux adaptor + monopoint cap) Topaz Monopoint Kit 8 Light Chandelier 2 Light Chandelier, Beaded Frame w/ Clear/Pink Crystal 5 Light Murano Venetian Crystal 5 Light Wrought White Iron Chandelier 3 Light Chandelier, Stainless Steel Frame, Polished Chrome 3 Light Crystal Wrought Iron Chandelier LIGHTING SCHEDULE Color To Match P19 To Match P19 To Match P19 White Matte black White White Clear Alzac To Match P19 White Ivory Custom Shades Refl. SUN SUN SUN SUN N/A N/A N/A N/A N/A SUN N/A N/A N/A N/A N/A N/A N/A Volt 120 120 120 120 120/277 120/277 120/277 100/130 120 120 120 120 120 120 120 120 Watt 39 39 39 39 18 18 14 35 20 20 120 60 75 75 45 45 Mounting Track Track Global 1 Cir Canopy Wall Mounted Wall Mounted Surface Mtd Recessed Track Cylindrix Mono Point Surface Mtd Suspended Suspended Suspended Suspended Suspended Lamp 36W T6 (3000 Kelvin) 36W T6 (3000 Kelvin) 36W T6 (3000 Kelvin) 36W T6 (3000 Kelvin) LED 12V9W - Tungsten 12V9W - Tungsten 14W T5 # SLL14T35K (3500 Kelvin) 35 PAR 30 Philips CDM-Tm Mini MasterColor. PGJ5 Base - 20 Watts 20 MM 620-0097 (8) 15W CAND BULB - 15WCCT130V (2) 60W CAND BULB (5) 15W CAND BULB-15WCCT130V (5) 15W CAND BULB - 15WCCT130V (3) 15W CAND BULB (3) 15W CAND BULB - 15WCCT130V Remarks See RCP For Installation Height REVISED: AUG 24, 2012 GC to specify/designate qty. of (1) or/and (2) face units req'd per plans Installed @ 11'-6" A.F.F. Installed @ 11'-6" A.F.F. Installed @ intimate lounge niche & storefront Inside Fitting Rooms Outside Fitting Rooms & At Lounge Area For Poster Cash Area in Boutiques Intimate Lounge Area - u/s of Fixtures Installed @ 7-6" Clear (U.N.O.) Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear F.R. - u/s of Fixtures Installed @ 7'-6" Clear (Unless Otherwise Noted) Quantity 109 15 18 7 15 4 17 22 9 4 1 2 2 2 2 2 Total watt 4251 585 702 0 238 770 180 80 120 240 150 90 Spectrum Lighting Lumiconcept Pioneer Surface Mtd. Fixture W/ Fan Corlite Exhaust Fan Juno Juno Juno Elk Lighting 4001/3AQ 4949-1H LCS-123-GG-SVT-I N -FRO -B K ST 148 -EL # ERCTB2X22L-U6-120EB 3 Light Chandelier in Antique White & Aqua Crystal AFLighting Mini -Chandelier 1 Light Decorative Pendant 4' Industrial Strip Surface Mtd Incandescent Light Fixture w/ Fan 24 x 24 Recessed Fluo. Exhaust Fan T4 = 4'-0" Track Length T8 = 8'-0" Track Length T12 = 12'-0" Track Length Black White White To Match P19 To Match P19 To Match P19 N/A N/A 120 120 N/A 120 N/A 120 N/A 120 45 100 200 32 60 64 Suspended Suspended Track Chain Hung Surface Mtd (3) 15W CAND BULB - 15WCCT130V (1) 100W INCANDESCENT BULB (1) 200W A23 INCANDESCENT BULB (1) 32 Watts, Electronic IS T8 Lamp 60 watts Incandescent 2 x 32 watts 3000K 1 -Circuit Track 1 -Circuit Track 1 -Circuit Track Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Accessory Zone Installed Above Cash Counter - u/s of Fixtures Installed @ 6'-10" Clear Chain by Others Located in Washroom Public Restroom Refer To Track Legend For Installation Heights Refer To Track Legend For Installation Heights 1 ( 9 1 1 18 24 45 00 288 64 Refer To Track Legend For Installation Heights Total Watts 8643wat COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED FITTING R EXIT SIGNS SEE SCHEDULE FOR SPEC (TYPICAL ALL LOCATIONS) OM GYPSUM 13'-2$" OARD CEILING BEAM LOCATION 9'-6" 13'-38" 5'-8$" REFER TO DETAI FOR TILE LAYOUT COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) 28'-72" O.A. WOOD PLANK CEILING OVER GYPSUM BD. SEE DETAIL BEAM LOCATION BEAM LOCATION "6", , 2'-0' SEE NOTE #2 i 4'-3" 7" BKI-1D. D GYP.ISP.WINDOW BD. CLG 46 20„ 6"67. TYP. REVIEWED FOR 900E COMPLI4NCE APPROVE"D MAR 0 8 2013 City of Tukwila BUILDING DIVISION ° F-23 F-23 SEE NOTE #4 NOTE: VESTIBULE & SHOW WINDOW CEILING TO HAVE GYP. BD. RETURN TO 12'-6" A.F.F. (HEIGHT OF LAY -IN TILE CEILING IN SALES AREA) TO FORM ENCLOSED PLENUM AS PER LANDLORD REQUIREMENT GYPSUM BOARD BULKHEAD DISPLAY WINDOW CEILING r� W - 9'-2 O.A. I TIMATE LOUNGE CLG: T4 - TBC T4 - TBC SEE NOTE #4 ;SEE NOTE #3 FOR METAL GRID HEIGHT SEE DETAIL FITTING ROOM GYPSUM BOARD CEILING T12 TBC T8 -TBC T4 - TBC T4 - TBC T4 - TBC ` 0 N w 0 T12 - TBC T12 -TBC 'i DATE ISSUED FOR T4 -TBC DRAVVN BY JK 0 0- ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 T4 -TBC ISSUED FOR CONSTRUCTION N 03 T4 - TBC 04 O0 r -a 05 - - T 2 I TBC kt T12 - TBC LEASE LINE LIGHT FIXTURE DETAIL AT CROWN MOULDING SEE DETAIL T12 -TBC NOTE: WOOD PLANK CLG. TO RETURN ON SIDE EXPOSED TO VESTIBULE & DISPLAY WINDOW EXIT SIGNS SEE SCHEDULE FOR SPEC (TYPICAL ALL LOCATIONS) NOTE: VESTIBULE & SHOW WINDOW CEILING TO HAVE GYP. BD. RETURN TO 12'-6 A.F.F. (HEIGHT OF LAY -IN TILE CEILING IN SALES AREA) TO FORM ENCLOSED PLENUM AS PER LANDLORD REQUIREMENT VESTIBULE CEILING optima design t. 514 288 3952 1 f. 514 288 3088 1 vvww.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 These drawings and specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAVVN BY JK 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 JAN 21 '13 ISSUED FOR CONSTRUCTION RC 03 04 05 No. DATE REVISION BY DRAVVN BY JK CHECKED BY RC JAN 21 '13 REVISED AS PER CLIENT, LANDLORD & CITY BUILDING DEPT. COMMENTS DD ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEE NOTE #3 TYP. FINISH & CEILING HEIGHT FOR ALL FITTING ROOMS 6" EQ NOTE: ALL TRACKS IN FITTING ROOM AREA TO BE SURFACE MOUNTED TO GYP. BD. CELING REFLECTED CEILING PLAN 05.1 7. BEAM LOCATION SEE NOTE #1 NOTE - SMOKE EVACUATION SYSTEM: PLEASE REFER TO MECHANICAL DWGS FOR SMOKE EVACUATION CALCULATIONS SEE NOTE #3 CENTER LINE OF BEAM LOCATION FOR SUPPORT SEE DETAIL BEAM LOCATION COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) BEAM LOC TION GYPSUM BOARD DORMER FOR SUPPORT SEE DETAIL SEE NOTE #1 SEE NOTE #3 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED REFER TO DRAWIN FOR LAYOUT CENTER LINE OF BOARD CEILMG GYPSUM W.-- 007. - RECEIVED CITY OF TUKWILA JAN 3 1 2013 PERMIT CENTER 6" CROWN MOULDING SEE G1600F FINISH WOOD PANELS BY ICM (MILLWORK SHOP) SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 G.C. TO INSTALL SPEAKER AS PER DIRECTION OF ARROW SHOWN REFER TO PAGE 05.2 TITLE SALES AREA REFLECTED CEILING PLAN, LIGHTING SCHEDULE & DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAVVN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 05.1 LANDLORD'S DECK EXISTING STEEL DECK SUPPORT BEAM BEYOND 1 1/2" SLOTTED CANTRUS (TYP.) CLAMP TO BOTTOM FLANGE OF DECK SUPPORT BEAM (TYP.) # 12 WIRE SUPPORT @ 48" C/C. DORMER RIDGE CONTINUOUS 1 1/2" x 20 GA CARRIER CHANNEL SEE DETAIL A.F.F. 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED 1/2" GYPSUM BOARD RETURN WIDTH MAY VARY - SEE GYPSUM BOARD DORMER WIDTH ON 48" 48" i I FLUORESCENT LIGHT FIXTURE C/C 11111111111111111111111111111I111111111111111I ff1111I1111111111111111111111I 11111111111 111111 C/C MOUNTING CLIP 1111 11 11111 1111111111111 11111111111111_11 111111111111 n U/S OF DECK (VARIABLE HEIGHT) NEW GYPSUM BOARD WALL REFER TO ELEVATIONS FOR HEIGHT 6" CROWN MOULDING SEE G1610_6509 FINISH PROVIDE BLOCKING AS REQUIRED LIGHT FIXTURE SUPPORT DETAIL SEE G1610_65 DECORATIVE HANGING PANELS U/S OF JOISTS (VARIABLE HEIGHT) G1610_A1 G1610_A2 G1610_A3 G1610_A4 G1610_A5 FINISH #12 SUPPORT WIRE @ 4' O.C. A.F.F. TOP OF DORMER LIGHT FIXTURE DETAIL AT CROWN MOULDING SCALE 3"=1'-0" DISPLAY WINDOW WALL 2-1/2" x 20 GA METAL STUDS (BEYOND) @ 16" O.C. (ANGLE TO MATCH PITCH OF DORMER) 1/4" WOOD PLANK, FINISH DISTRESSED WHITE WASH SECURED W/ 3/4" FINISH NAILS @ 18" O.C. 1/2" GYPSUM BOARD 2-1/2" x 20GA CARRIER CHANNELS @ 4' O.C. SUSPENDED FROM TOP CHORD OF ROOF JOISTS @ 4' O.C. W/ #12 SUPPORT WIRE 1 2 1/2" x 20GA STUDS @ 24" O.C. (TYP) SECURE TO CARRIER CHANNEL W/ ONE #8 FASTENER AT EACH INTERSECTION CONTINUOUS 1 1/2" x 20 GA METAL CHANNELS SCREWED TOGETHER @ 12" O.C. W/ # 8 FASTENERS #12 SUPPORT WIRE @ 24" O.C. 21/4"Wx4"H ANODIZED ALUMINUM L -CORNER FRONT OF STOREFRONT COLUMN CONTINUOUS HORIZONTAL 2 1/2" x 20GA METAL TRACK SCREWED TO EACH DEMISING STUD W/#8 FASTENERS REAR OF STOREFRONT COL A.F.F. LOWEST POINT OF DORMER 6'-8" A.F.F. @ CASH WALL 8'-0" A.F.F. @ REAR WALL 2 1/2" x 20GA METAL STUDS @ 16" O.C. FASTENED TO TRACKS / CHANNELS W/ # 8 FASTENERS EACH SIDE OF EACH STUD DORMER RIDGE DETAIL SCALE 1 1/2"=1'-0" COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) ACOUSTICAL T -BAR CEILING FLUORESCENT 4" HIGH CLEAR LIGHT FIXTURE ANODIZED MOUNTING CLIP ALUMINUM BASE LIGHT FIXTURE DETAIL AT DISPLAY WINDOW SCALE 3"=1'-0" 6'-0" O.A. ACOUSTICAL T -BAR CLG. EQ 2'-0" EQ TYP 2x4 SECOND LOOK LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED 2 1/2" x 20GA CARRIER CHANNELS @ 48" O.C. 2 1/2" x 20GA MTL STUDS @ 24" O.C. FALSE DORMER SECTION DETAIL 05.2 SCALE 3/4"=1'-0" #8 FASTENERS @ EACH INTERSECTION ZgattaZialr CONTINUOUS HORIZONTAL 2 1/2" x 20GA METAL TRACK SCREWED TO EACH DEMISING STUD W/ #8 FASTENERS (BEND LEGS TO MATCH PITCH OF DORMER) FASTEN CARRIER CHANNELS TO TRACKS W/ #8 SCREWS EACH SIDE OF TRACK 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED NOTE: EXISTING RESTROOM LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS REQ'D & TO ENSURE THAT LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, TOILET, SINK & FAUCET...ETC. ARE IN GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW DISPENSERS & TOILET PAPER HOLDER. WALLS TO BE PAINTED SEE PAGE FOR ALL SPECIFICATIONS & FINISHES. COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) NOTE: EXISTING H/C ACCESSIBLE RESTROOM AS PER CODE. SEE DETAIL EXIT SIGNS SEE SCHEDULE FOR SPEC (TYPICAL ALL LOCATIONS) COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) NOTE: (1) NEW ELECTRICAL PANEL TO BE BY TENANT'S CONTRACTOR AT TENANT'S ;EXPENSE VAV EQUIPMENT SERVICE PLATFORM (ABOVE FITTING ROOM CEILING) SALES AREA LAY -IN TILE CEILING PLAN 05.2 SCALE 1/8" =1'-0" TILE CEILING TO REST ON PERIMETER OF DORMER. REFER TO DETAIL I; • STARTING TILE TILE CEILING TO REST ON PERIMETER OF DORMER. REFER TO DETAIL COORDINATE W/ ENGINEER (TYPICAL ALL LOCATIONS) 05.2 REFLECTED CEILING PLAN SCALE 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION NOTE: -"N-1" TYPE LIGHT FIXTURES SURFACE MOUNTED ON LAY -IN TILE CEILING AND CENTERED ABOVE PROFORMA AND TO HAVE A PROTECTION GRID INSTALLED. - HEIGHT OF ALL SURFACE MOUNTED "N-1" TYPE LIGHT FIXTURES TO BE 10'-7" A.F.F. STARING TILE 2x4 SECOND LOOK LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED RECEIVED CITY OF TUKWILA JAN 31 2013 PERMIT CENTER REFER TO PAGE 06.1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 02 JAN 21 '13 ISSUED FOR CONSTRUCTION RC 03 04 05 No. DATE REVISION BY AREA 3 784 SQ. FT. SCALE AS SHOWN JAN 21 '13 • REVISED AS PER CLIENT, LANDLORD & CITY BUILDING DEPT. COMMENTS DD DATE NOV 2012 PROJECT No. 12-679 DWG. No. 05.2 ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE .# 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM AREA REFLECTED CEILING PLAN & DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 05.2 ELECTRICAL NOTES REVISED: APRIL 25, 2012 NOTE 1: ALL VACUUM & ELECTRICAL OUTLETS TO BE WHITE UNLESS OTHERWISE NOTED. NOTE 2: EXTERIOR SIGNAGE TO BE ON SEPARATE BREAKER. SIGNAGE TO BE ON 24HRS / 7 DAYS (APPLIES TO OUTLETS AND EXTERIOR STORES ONLY) NOTE 3: PLEASE NOTE THAT THE ISUN (MP3 PLAYER) REQUIRES INTERNET CONNECTION. A CAT 5 CABLE WITH FINISHING CONNECTORS ON BOTH ENDS SHALL BE SUPPLIED AND INSTALLED BY CLIENT BETWEEN SOUND SYSTEM SHELVING AND MODEM. THE CAT 5 CABLE (WITH CONNECTOR ON BOTH EXTREMITIES) SHALL HAVE AT LEAST 5' CABLE ON BOTH ENDS FOR CONNECTION USE. NOTE 4: SEE BELOW FOR THE SOUND SYSTEM WIRE SPECS. WIRES: AN INDEPENDENT RUN MUST BE PASSED FROM THE SYSTEM TO EACH SPEAKER. USE FT -4 RATED WIRE, 16 GAGE, 2 CONDUCTOR. AN INDEPENDENT RUN MUST BE PASSED FROM THE SYSTEM TO EACH SUBWOOFER. USE FT -4 RATED WIRE, 16 GAGE, 2 CONDUCTOR. IF THERE IS A VOLUME CONTROL, A RUN MUST BE PASSED FROM THE SYSTEM TO THE VC (VOLUME CONTROL), USING FT -4 RATED WIRE, 16 GAGE, 4 CONDUCTOR. FROM THE VC, RUN A FT -4 RATED WIRE, 16 GAGE, 2 CONDUCTOR TO EACH SPEAKER (RUNNING ON THE VC). ARCHITECTURAL OUTLET LEGEND REVISED: MAR. 1, 2012 NO TYPE DESCRIPTION REMARKS QTY. NO TYPE ` DESCRIPTION REMARKS QTY, 01 DUPLEX OUTLET TO BE AT 18" A.F.F. UNLESS OTERWISE NOTED 22 12 I I THERMOSTAT THERMOSTATS3 REFER TO M&E PLANS FOR LOCATION 3 O 02 DUPLEX ISOLATED OUTLET IN CASH COUNTER 4 13 0 DOOR BUZZER AND DOOR BELL @CEILING BUZZER @STOCKROOM EXIT BELL © CEILING ABOVE CASH 03 D CREDIT VERIFICATION OUTLET IN CASH COUNTER 1 14 M MODEM IN CASH COUNTER 1 04 D TELEPHONE OUTLET IN CASH COUNTER AND STOCKROOM 4 15 IA HUB IN CASH COUNTER 1 05 DATA OUTLET (CAT 5 CABLE) IN CASH COUNTER, STOCKROOM AND VESTIBULE. EACH DATA OUTLET TO RUN INDEPENDENTLY TO IT CABINET 9 16 C CEILING OUTLET FOR SUBWOOFERS, SCREEN, SIGNAGE BOX AT REAR DORMER, AT VESTIBULE & AT WINDOW DISPLAY AREA 6 06 SOUND SYSTEM LOCATION 1 17 SUB SUB CAONTON AS22 OFER SUSPENDEDTING SEE DETAIL BP05OI 1 (U/S @ 1 -0WA FDS) 2 SS SUM 07 II _ _ - ANTI -THEFT SYSTEM COORDINATE WITH CLIENT FOR SPECIFICATION _ t 8 ® SPEAKERS SURFACE MOUNTED ON WALL @ 10'-0" A.F.F. 8 8 08 ELECTRICAL PANEL 1 19 c). CENTRAL VACUUM INSTALLED IN STOCKROOM OR IN WASHROOM - SEE PLAN 1 09 LI LS FIRE EXTINGUISHER AT CASH COUNTER AND IN STOCKROOM 2 20 b CENTRAL VACUUM OUTLETS INSTALLED 18" A.F.F. IN SALES AREA 9 10 EXTERIOR SIGNAGE OUTLET REFER TO DETAIL FOR HEIGHT. WIRED ON CONTACTOR SWITCH. 1 214 CS CONTACTOR SWITCH INSTALLED @ 72" A.F.F. IN BACKSTORE SEE ELECTRICAL PLAN 1 11 010. FAX OUTLET IN STOCKROOM 2 22 Q .. J B JUNCTION BOX FOR SUSPENDED LT. FIXTURES AT CASH AREA ONLY. LOCATION OF ALL OTHER JUNCTION BOXES T.B.D. BY G.C. (QTYS NOT SHOWN). 1 Aisustoixt SEE NOTE #1 SEE NOTE #1 NOTE: REFER TO INTIMATE LOUNGE NICHE SHOP DRAWING G1304 FOR INSTALLATION HEIGHT OF OUTLET SEE NOTE #1 016" A.F.F. O V 16" A.F.F. CEILING OUTLET FOR SIGNAGE BOX CLG IN CEILING FOR SUBWOOFERS SEE NOTE #1 db CLG IN CEILING FOR SCREEN CLG IN CEILING FOR SUBWOOFERS - _ -----X i JB SEE NOTE #1 BLACK OUTLETS _= V ARCHITECTURAL OUTLET PLAN SCALE 1/4"=1'-0" 20'-18" NOTE: 2 IN -GROUND ELECTRICAL CONDUIT (TRENCH) TO BE BY TENANTS CONTRACTOR AT TENANT'S EXPENSE N3- SEE NOTE #1 ELECTRICAL FEED FOR SIGNAGE (TO BE CONCEALED) SEE NOTE #2 NOTE: - JUNCTION BOX WITH COVER PLATE TO BE SUPPLIED & INSTALLED BY G.C. - CAT 5 CABLE TO BE SUPPLIED & INSTALLED BY CLIENT & MUST RUN INDEPENDENTLY TO THE IT CABINET. CEILING OUTLET FOR VISUAL DISPLAY PURPOSES 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 02 2013 PERMIT CENTER REFER TO PAGE 06.2 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY DD 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3405 REGISTERED CHITECT A. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SALES AREA ARCHITECTURAL OUTLET PLAN & LEGEND SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 06.1 ARCHITECTURAL OUTLET PLAN SCALE 1/4"=1'-0" SEE NOTE #1 FOR FILE CLOSET SEE NOTE #3 SEE NOTE #4 IT CABINET SEE DETAIL FOR INSTALLATION 06.2 SPECIFICATIONS. COWAN TO COORDINATE WITH CLIENT FOR SCHEMATIC DIAGRAM. OUTLET @ 10'-0" A.F.F. ABOVE ELECTRICAL PANEL FOR ALARM BOX ISDN BY CLIENT BY G.C. FOR IT CABINET ri A!Adj)6 TEL FAX FOR BACKSTORE COMPUTER STATION i // NOTE: (1) NEW ELECTRICAL PANEL TO BE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE NOTE: ELECTRICAL AND DATA FEEDS FOR BACKSTORE COMPUTER STATION TO BE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE. SEE NOTE #1 1-1/2" AUDIO / SPEAKERS CONDUIT 3/4" ELECTRICAL CONDUIT 23$" [23.4] O.A. WIDTH ± 14t 1-1/2" DATA CONDUIT 3/4" ELECTRICAL CONDUIT N Ico VN cV FAN KNOCKOUTS 2A PLAN 06.2 SCALE 1"=1'-0" IT CABINET DETAILS O.A. DEPTH NOTE: G.C. TO INSTALL 5/8" TH. PLYWOOD BACKING (PREFERABLY RECESSED) OTHERWISE SURFACE MOUNTED BETWEEN STANDARDS. SCREWS TO BE PROPERLY SECURED ONTO STUD TO SUPPORT 150 LB. METAL RACK. PLYWOOD CO 24" i EQ 24" EQ i t tt1 t 3 1 I 2B \ ELEVATION SHELF co N 06.2 SCALE 3/8"=1'-0" 0 O T SURFACE MOUNTED STANDARD 0 T \ _ COMPUTER LOCATION (2) 15 A CIRCUITS, ONE CONNECTED TO THE 24 HR. PANEL & THE — OTHER TO THE CONTACT PANEL TO BE BY G.C. SPEAKER CABLES TO BE SUPPLIED BY G.C. AND TO BE WIRED & — CONNECTED BY ELECTRICIAN DATA CABLES _ BY CLIENT 06.2 SCALE AS SHOWN BOO?L REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER REFER TO PAGE 06.1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 02 12-679 DWG. No. 06.2 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM AREA ARCHITECTURAL OUTLET PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 06.2 f'. 11* tkx 1.6 L�iJ' NOTE: LANDLORD FLOOR TILE TO EXTEND TO WINDOW BASE LINE BY TENANTS CONTRACTOR AT TENANT'S EXPENSE. G.C. TO COORDINATE WITH LANDLORD. WrMIIMattlIMARECIt REVISED: JUNE 8 2012 FLOOR FINISH SQUARE FOOTAGE FINISH TYPE DESCRIPTION SQUARE FEET ® CERAMIC TILE IN RESTROOMS (IF REQUIRED) ±96 SQ. FT. ® VINYL TILE IN FILE CLOSET ±53 SQ. FT. ® VINYL TILE IN SMALL STOCKROOM N/A ® VINYL TILE IN LARGE STOCKROOM ±414 SQ. FT. ® VINYL TILE IN EGRESS CORRIDOR N/A ® VINYL TILE IN EGRESS CORRIDOR N/A ® VINYL TILE IN FRONT OF ELECTRICAL PANELS ±16 SQ. FT. ® MOSAIC TILE AT VESTIBULE, BACK DORMER AND CASH AREAS ±170 SQ. FT. 1 FITTING RM #5 MOSAIC TILE PLACEMENT SEE PAINTED CARPET DETAIL A FITTING RM #6 MOSAIC TILE SEE DETAILS FITTING RM #4 FITTING RM #1 FITTING RM #3 CARPET PLACEMENT FITTING RM #2 FITTING RM #2 MOSAIC TILE PLACEMENT FITTING RM #3 FITTING RM #1 MOSAIC TILE SEE DETAILS FITTING RM #4 it FITTING RM #5A ismotraN't FLOOR FINISH PLAN SCALE 1/4"=1'-0" NOTE: G.C. TO REFER TO FLOORING CONTRACTOR SHOP DWGS FOR EXACT DIMENSIONS - FINAL LAYOUT TO BE APPROVED BY DYNAMITE D 13 - NOTE: G.C. TO REFER TO FLOORING CONTRACTOR SHOP DWGS FOR EXACT DIMENSIONS - FINAL LAYOUT TO BE APPROVED BY DYNAMITE REFER TO PAGE 07.2 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 DATE NOV 2012 PROJECT No. 12-679 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 4CH, QCDL '01 T DA D A. UD1(OW STATE OF WASHINGTON SOUTHCENTER MALL SPACE* 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SALES AREA FLOOR FINISH PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 07.1 1'-7" (19") y PAINTED CARPET DETAIL EVERYDAY & INTIMATE LOUNGE AREA SCALE 3/8"=1'-0" EPDXY FLOOR TO MEET TILE LEVEL REFER TO PAGE 07.1 FOR FINISH SPECIFICATION AND PAGE FL.1 FOR FINISH LEGEND SCHLUTER SYSTEM SCHIENE-E E100 — STAINLESS STEEL 304 SIZE 100 3/8" ±5'-3$" O.A. L MOSAIC TILE DETAIL CASH AREA SCALE 3/8"=1'-0" CA REFER TO PAGE FINISH SPECIFICATIO PAGE FL.1 FOR FINISH LEG ±13'-08" O.A. MOSAIC TILE DETAIL BEDROOM 07. SCALE 3/8"=1'-0" NOTE: PLEASE REFER TO EPDXY LAB SHOP DWGS FOR EXACT DIMENSIONS - FINAL LAYOUT TO BE APPROVED BY DYNAMITE ±10'-0" ±5'-104" O.A. MOSAIC TILE DETAIL VESTIBULE 07. SCALE 3/8"=1'-0" NOTE: PLEASE REFER TO EPDXY LAB SHOP DWGS FOR EXACT DIMENSIONS - FINAL LAYOUT TO BE APPROVED BY DYNAMITE NOTE: IN THE CASE WHERE THE TILE IS BEING INSTALLED AFTER FURNITURE A DARKER FINISH SHOULD BE ADDED ALONG THE EDGE OF THE FURNITURE (EX. CASH) EPDXY TO APPEAR TO HAVE BEEN APPLIED OVER TILE. SOME EDGES ARE TO BE DISTRESSED. MOSAIC TILE INSTALLATION DETAIL 07. N.T.S. UOUS EXTRUDED IN UM CENTER (12A218000) T FLOOR 1 FOR JOHNSONITE VINYL REDUCER STRIP CTA -47-J VINYL SPEC REFER TO PAGE 07.1 FOR FINISH SPECIFICATION AND PAGE FL.1 FOR FINISH LEGEND JOHNSONITE VINYL REDUCER STRIP CTA -47-J U DEL F E RFX-2BARRIE 2 H L # -0050WRR CONTINUOUS EXTRUDE ALUMINUM RET' (12A15 ;F 1„ 58– JOHNSONITE 8 2" MALL TILE TO — BE LAYED DOWN AS REQUIRED FLOOR FINISH DETAIL 07.2 SCALE 1"=1'-0" 1 FLOOR FINISH PLAN 07,?; SCALE 1/4"=1'-0" E L TO ED DOW AS REQUIRE FLOOR FINISH DETAIL 07. SCALE 1"=1'-0" VINYL TO — BE LAYED DOWN AS REQUIRED 2MM S/S FOIL #6x3" TECH SCREW 18" O.C. (90H090002) • CONTINUOUS EXTRUDED SANTOPRENE GASKET (12V068MA) CONTINUOUS EXTRUDED ALUMINUM FRAME (12A209001) #10x1 1/2" WOOD SCREW & RAWL PLUG 18" O.C. (90H009002) (90H004004) FEATHERED JOINT CEMENT (BY G.C.) CONTI FLEXIBL (12V073MA) OUS EXTRUDED IMARY SEAL MODEL RFX-2F FIRE BARRIER 2 HR UL #FF -D-0045 NOTE: FOR H/C ACCESSIBLE RESTROOM ELEVATIONS & FINISHES SEE DETAIL 07.2 FLOOR FINISH DETAIL SCALE 1"=1'-0" EXPANSION JOINT SECTION DETAIL (WALL & CEILING) SCALE 3"=1'-0" EXPANSION JOINT SECTION DETAIL (FLOOR) SCALE 3"=1'-0" NOTE: G.C. TO INSTALL RED TILE FLOORING TO DELINEATE CLEAR FLOOR SPACE REQUIRED AT ELECTRICAL PANELS AS PER CODE. CENTRAL VACUUM & ACCESSORIES REFER TO CV SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS CV TO BE INSTALLED @ 6'-8" A.F.F. b REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER REFER TO PAGE 07.1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal I Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 02 12-679 DWG. No. 07.2 03 04 05 No. DATE REVISION �BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM FLOOR FINISH PLAN & DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 07.2 optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 NOTE: 12-679 DWG. No. 07.3 HID ACCESSIBLE RESTROOM LEGEND AND NOTESFEB;'2o o 03 G.C. TO INSTALL HOSE BIB 04 BENEATH SINK IN ALL NEW 05 AND EXISTING WASHROOMS ® WATERCLOSET-HANDICAP TYPE (PER CODE) WHITE AMERICAN STANDARD CADET MODEL# 2377.100 (OR EQUIVALENT). (ONLY WHEN NEW WC REQUIRED, TO REMAIN AS IS IF EXISTING. ® SINK -HANDICAP TYPE (PER CODE) WHITE AMERICAN STANDARD COMRAD MODEL#- 0124.024 (OR EQUIVALENT). (ONLY WHEN NEW SINK IS REQUIRED, TO REMAIN AS IS L-1_ J 1 Ii' I III! -- IF EXISTING) 1 / IINCLUDC 42" I I CC) ALL 1" D.C. i© � 1 - --- 1 0 1 1/2" DIA. METAL GRAB BAR. MUST COMPLY WITH LOCAL AND STATE CODES. NOTE: SEE DETAIL EXISTING RESTROOM LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS 3 ! li 07.3 20 5'-0" HANDICAP TURNING DIAMETER TO BE PROVIDED IN HANDICAP RESTROOM(S). REQ'D & TO ENSURE THAT LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, TOILET, SINK & FAUCET...ETC. ARE IN GLASS MIRROR - 18" x 36" x 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO O RECEIVE SLIGHTLY CURVED EDGE WITH SMOOTHED OR POLISHED FINISH) WITH TOP AND BOTTOM "J" CHANNEL (SET MIRROR IN FULL BED OF MASTIC) PROVIDED GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW DISPENSERS & TOILET PAPER HOLDER. 1 ) ® ill 1 O AND INSTALLED BY G.C. MOUNT BOTTOM OF MIRROR AT 40" A.F.F. AND CENTER ABOVE SINK. WALLS TO BE PAINTED0 !' r__-._....._._ — - ! 1. ! \ ® TOILET PAPER HOLDER I t h t`.\ �. NOTE: `�\ SOAP DISPENSER EXISTING H/C 4 4 07.3ACCESSIBLE' UNISEX © PAPER TOWEL DISPENSER RESTROOM AS PER CODE SEE DETAIL 07.34m07.3 /lig NOTE: GENERAL CONTRACTOR TO INFORM OWNER IF RESTROOM INCREASES IN 03.2 07.3 SIZE OTHER THAN WHAT IS SHOWN TO MEET HANDICAP REQUIREMENTS. �' GRAB BAR NOTES: GRAB BARS SHALL NOT ROTATE AND THERE ARE TO BE NO SHARP OR ABRASIVE _-- ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM OF 1/8" RADIUS. • GRAB BAR BACKING AND ATTACHMENT SHALL BE CONSTRUCTED FOR A 250 POUND POINT LOAD. Y4" THICK HANDICAP SIGNAGE @ 60" A.F.F. . DETAIL RESTROOM DOOR TO CENTER OF SIGN SINK NOTES: EXISTING H/C ACCESSIBLE RESTROOM SEE DETAIL SEE DETAIL 0 / ELEVATIONS) AND DOOR �' � 1 (FINISHES AND DOOR ' INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER SINKS. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. 07.3 SCALE 1/2"=1'-0" SCHEDULE FOR SPECIFICATIONS SCHEDULE _ FOR SPECIFICATIONS FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15 LBS. FOR PUSH TYPE. ;OUSTICAL TILE CEILING :OUSTICAL TILE CEILING o a) q 24" s i O 12" MAX. 42" Q u_ 0co Q v LL O MAX. MIN. CD0 `• MN MI 7-9" I MAX. 2 EXISTING H/C ACCESSIBLE RESTROOM ELEVATION _ 4" HIGH BASEAPPROVED FINISH TO MATCH ® 3 EXISTING H/C ACCESSIBLE RESTROOM ELEVATION _ 4" HIGH BASE FINISH TO MATCH ; ® REVIEWED FOR CODE COMPLIANCE . MAR 0 8 2013 of Tukwila BUILDING DIVISION BUILDING 07.3 SCALE 1/2"=1'-0" 07.3 SCALE 1/2"=1'-0" 18" 0 MIRROR O E CEILING 0 III U W I- o O i 3 % J J O o 2 © in z o 6. 0 Q / U U/S OF A MINco;. MIN U/S OF Ai 6'-E NEW RESTRC , r owZ ---N,— w cn • Qw • 11 ¢ 5.< a_ ® co Z 2 -zo co O ~ W s a z c6 Lal CL en ch = N Z -- ti_ Q 0 CO u_ MCLLU co 2 M < - Z z �t Cn -I N b) N N LI � .... u_ O CO 0_ O .,- 1— ZQ u.O G 0 O 0 \ter NOTE: RESTROOM DOOR NOTE: G.C. TO INSTALL HOSE BIB _ 4" HIGH BASE —0 FINISH TO MATCH SEE DETAIL A G.C. TO INSTALL HOSE BIB — 4" HIGH BASE RECEIVED ® BENEATH SINK IN ALL NEW AND EXISTING WASHROOMS AND DOOR SCHEDULE FOR SPECIFICATIONS BENEATH SINK IN ALL NEW AND EXISTING WASHROOMS _ FINISH TO MATCH CITY OF TUKWILA JAN 0 2 2013 4 EXISTING H/C ACCESSIBLE RESTROOM ELEVATIONPERMIT CENTER 07.3 SCALE 1/2"=1'-0" 5 EXISTING H/C ACCESSIBLE RESTROOM ELEVATION ...,.,`".r 07.3 SCALE 1/2"=1'-0" optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY AREA 3 784 SQ. FT. 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC DATE NOV 2012 02 12-679 DWG. No. 07.3 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL _ P Hit ECT DA\ A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE H/C ACCESSIBLE RESTROOM FINISH DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/2"=1'-0" DRAWN BY FG CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 07.3 1 POSTER FRAME FOR VESTIBULE TO BE LEANING 4" FROM BASEBOARD f652 SEE NOTE: G.C. TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT DIMENSIONS AND INSTALLATION INSTRUCTIONS FOR SLIDING GRILLE DOOR MOBILFLEX "ROYAL" -44 11'-83" 11'-104" EQ. 8 10'-6" 7'-12" 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS 4'-8" NOTE: THIS DOOR IS FOR DECORATIVE PURPOSES ONLY AND SHALL NOT BE OPERABLE. DOOR SHALL BE PERMANENTLY FIXED IN OPEN POSITION AS SHOWN. (SEE DOOR SCHEDULE NOTES) STOREFRONT SIGNAGE SUSPENDED ABOVE SEE G100 -24-P 16'-78" MILLWORK WALL REFER TO SHOP DRAW NGS NOTE: TENANTS SIGNAGE VENDOR SHALL SUBMIT SHOP DRAWINGS FOR ALL SIGNAGE TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION POSTER FRAME EQ. DECORATIVE HANGING _ WALL SEE G1610 G1301 OUTLINE OF CROWN_ MOLDING ABOVE �1 } M00£10 ML -0£1,0 G1300 ENTRY 6" LOCK BOLT IN FRONT OF DOOR, INTO FLOOR 13 ' d Ofld OZ9I.0 13NVd 11) •1. a 161 O G1610 rA. 14" RADIUS (TYP.) FOR RECESSED GRILLE 10'-0" DECORATIVE GRILLE POCKET DOOR SEE DETAIL AND DOOR �D 'SCHEDULE FOR SPECIFICATIONS G1315 G1309 G1309 G1311 G1315 0 M M O r NOTE: EXISTING NEUTRAL PIER TO REMAIN AS IS LEASE LINE— EQ NOTE: LANDLORD FLOOR TILE TO EXTEND TO CLOSURE LINE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE. G.C. TO COORDINATE WITH LANDLORD. LINES OF STOREFRONT — BULKHEAD ABOVE LINE OF CURVED MALL SOFFIT ABOVE // 4'-72" EQ GLAZING / MALL CONCOURSE 4'-72" EQ GLAZING / / 511 6'-5$ 4'-72" EQ GLAZING EQ 4'-72" EQ GLAZING / / 1'-114" GLAZING 3" 20'-7-3A" O.A. STOREFRONT PLAN 08.1 SCALE 1/2"=1'-0" LEASE LINE ti M CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS rn / DENTAL D ETAI L ENTRANCE 3" X 6" X 132" HIGH METAL MULLION FINISH BUILT-UP TOP MOLDING SEE DETAIL /� & 35'-74" LEASE LINE TO LEASE LINE PLYWOOD FILLER W/ "V" GROOVES AT 2" C/C PAINTED SEE G902 1/2" THK. TEMPERED GLASS STOREFRONT SIGNAGE SEE G100 -24-P REFER TO SIGNAGE SCHEDULE FOR WEIGHT AND AMPS PROVIDE WOOD BLOCKING IN PARTITION TO RECEIVE SIGNAGE NOTE: TENANT'S SIGNAGE VENDOR SHALL SUBMIT SHOP DRAWINGS FOR ALL SIGNAGE TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION LINE OF CURVED —MALL SOFFIT ABOVE _ 3/4" BLACK METAL CHANNEL STOREFRONT GLAZING LEGENDMAY 10,120 0 DATE DESCRIPTION QUANTITY HEIGHT THICKNESS WIDTH GLASS PANEL 4 11'-0" 1/2" 4'-7 1/2" GLASS PANEL 1 11'-0" 1/2" 6 1/2" GLASS PANEL 1 11'-0" 1/2" 1'-11 1/4" TOTAL LINEAR FEET 20'-11 3/4" NOTES - G.C. TO VERIFY BEFORE PLACING ON SITE EXACT GLAZING MEASUREMENTS AN ORDER PANELS TO BE CLEAR TEMPERED THICKNESS MAY VARY DUE TO PANEL AND/OR DUE TO CODE REQUIREMENT. - ALL STOREFRONT GLASS - TEMPERED GLASS SIZES & HEIGHTS REVISED: AUG 26, 2010 STOREFRONT NOTES NOTE 1: ALL WOOD ON FACADE TO BE FIRE RETARDANT AS PER CODE NOTE 2: ALL WOOD, ALUMINIUM & BRICK ON FACADE TO BE PAINTED NOTE: LANDLORD FLOOR TILE TO EXTEND TO WINDOW BASE LINE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE. G.C. TO COORDINATE WITH LANDLORD. 0 Z O E 00 2 in CO VESTIBULE (ENTRANCE) SEE INTERIOR ELEVATION FOR INTERIOR DESCRIPTION STOREFRONT ELEVATION 08.1 SCALE 1/2"=1'-0" 3" X 6" X 132" HIGH METAL MULLION FINISH L Q 0 0 1/2" THK. TEMPERED GLASS LEASE LINE E5)b(ooZ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 02 2013 PERMIT CENTER optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY JK 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03. 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL EGISTERED RCHITECT VID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOREFRONT PLAN AND ELEVATION SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/2" = 1'-0" DRAWN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 08.1 ti M SECURE TO STRUCTURE ABOVE MAXIMUM PROJECTION OF CURVED MALL BULKHEAD MALL BULKHEAD z 0 002 civ 9 STOREFRONT HEIGHT 0 c+�lv Q O w O —' 3/4" BLACK METAL CHANNEL N O rn �z0 0o OPENING AT ENTRANCE 0 3-5/8" X 20 GA. METAL STUD FRAMING @ 24" O.C. (TYP.) 3-5/8" X 20 GA. DIAGONAL BRACING @ 48" O.C. (TYP.) SEMI -RECESSED GRILLE TRACK BUILT-UP TOP MOLDING SEE DETAIL SIDE OF NEUTRAL PIER LANDLORD FINISH 3/4" BLACK METAL CHANNEL REVEAL LEASE LINE MAXIMUM PROJECTION OF CURVED LEASE LINE r 1 PAINTED DRYWALL 1 \\ \ \ '\� \`�\ \ \' \\ \ \.\.�`\ v:%\ \'• \ \ :'� \\ \ \ \; \ \ \, `, \ \ A \ A'; \ \ \`\� .`\ \, \ INSTALL PLYWOOD AT TOP (TO MAKE FLUSH TO WOOD PLANKING) FOR HARDWARE INSTALLATION. FINISH SAME AS WALL 6" CROWN MOLDING SEE G1600F 6" TOP MOLDING FIN. "v� W2 0 WOOD PLANKING 0 rn 0 11'-2" A.F.F. CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS NOTE: G.C. TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT DIMENSIONS & INSTALLATION INSTRUCTIONS FOR RECESSED SLIDING GRILLE DOOR MOBILFLEX "ROYAL" STOREFRONT SECTION AT GLAZING - DISPLAY WINDOW \0$.� SCALE 1/2"=1'-0" 10'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS 12" BUILT-UP BASE FIN. U/S OF VESTIBULE CEILING POSTER FRAME FOR VESTIBULE TO BE LEANING 4" FROM BASEBOARD SEE G652 U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE STOREFRONT NOTE: NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. 3-5/8" X 20 GA. METAL STUD FRAMING @ 24" O.C. (TYP.) LIGHT FIXTURE DETAIL AT CROWN MOULDING SEE DETAIL 6" CROWN MOLDING SEE G1610_6509 FINISH DECORATIVE HANGING WALL SEE G1610 FINISH 12" BASEBOARD SIMILAR TO WITH TRIM FINISH G1600 -E U/S OF DECK 3-5/8" X 20 GA. DIAGONAL BRACING @ 48" O.C. (TYP.) G.C. TO VERIFY EXACT HEIGHT ON SITE LAY IN CEILING SECURE TO STRUCTURE ABOVE O J /S OF WINDOW DISPLAY C J 0 z J 0 0 O a. w 0 • t PAINTED DRYWALL G 1600-D \- B \ STOREFRONT SECTION ENTRANCE X8.2 SCALE 1/2"=1'-0" 3/4" TH. X 4" HIGH W2 BASEBOARD PAINTED SEE DETAIL MAXIMUM PROJECTION OF CURVED MALL BULKHEAD MALL BULKHEAD 3/4" BLACK METAL CHANNEL BUILT-UP TOP MOLDING SEE DETAIL v (0 (0 zo 00 J2 TT, 3 a CV 0 0 FOR SIGNAGE SUSPENSION REFER TO D ETAI L 1/2" TH. TEMPERED GLASS LEASE LINE MAXIMUM PROJECTION OF CURVED LEASE LINE _ STOREFRONT RUNWAY SEE G1309 G1311 G1315 —FULL SIZE MANNEQUINS OF SIGNAGE STOREFRONT HEIGHT STOREFRONT NOTE:. NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. C \ STOREFRONT DETAIL 08.2 SCALE 1-1/2"=1'-0" LEASE LINE 10'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS LINES OF BULKHEAD_ ABOVE L I • I ▪ NI ▪ I •• NEUTRAL PIER LANDLORD FINISH ti coLco LEASE LINE 3/4" BLACK METAL CHANNEL REVEAL 0 w J CO CURVED MALL BULKHEAD 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS '1"i Nfico z 3" X 6" X 132" HIGH METAL MULLION FINISH LINES OF BULKHEAD ABOVE 1" NATURAL ANODIZED ALUMINUM U -CHANNEL —LEASE LINE 1/2" TH. CLEAR TEMPERED GLASS BULKHEAD CURVED MALL BULKHEAD — LANDLORD FINISH NEUTRAL PIER LEASE LINE -7D ftft- REVIEWED FOR CODE COMPLI41NCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. I 7 BY df i'i t i E 'i a is i, } ! t�t ..r t s 02 PROJECT No. \\ \ \ '\� \`�\ \ \' \\ \ \.\.�`\ v:%\ \'• \ \ :'� \\ \ \ \; \ \ \, `, \ \ A \ A'; \ \ \`\� .`\ \, \ INSTALL PLYWOOD AT TOP (TO MAKE FLUSH TO WOOD PLANKING) FOR HARDWARE INSTALLATION. FINISH SAME AS WALL 6" CROWN MOLDING SEE G1600F 6" TOP MOLDING FIN. "v� W2 0 WOOD PLANKING 0 rn 0 11'-2" A.F.F. CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS NOTE: G.C. TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT DIMENSIONS & INSTALLATION INSTRUCTIONS FOR RECESSED SLIDING GRILLE DOOR MOBILFLEX "ROYAL" STOREFRONT SECTION AT GLAZING - DISPLAY WINDOW \0$.� SCALE 1/2"=1'-0" 10'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS 12" BUILT-UP BASE FIN. U/S OF VESTIBULE CEILING POSTER FRAME FOR VESTIBULE TO BE LEANING 4" FROM BASEBOARD SEE G652 U/S OF DECK G.C. TO VERIFY EXACT HEIGHT ON SITE STOREFRONT NOTE: NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. 3-5/8" X 20 GA. METAL STUD FRAMING @ 24" O.C. (TYP.) LIGHT FIXTURE DETAIL AT CROWN MOULDING SEE DETAIL 6" CROWN MOLDING SEE G1610_6509 FINISH DECORATIVE HANGING WALL SEE G1610 FINISH 12" BASEBOARD SIMILAR TO WITH TRIM FINISH G1600 -E U/S OF DECK 3-5/8" X 20 GA. DIAGONAL BRACING @ 48" O.C. (TYP.) G.C. TO VERIFY EXACT HEIGHT ON SITE LAY IN CEILING SECURE TO STRUCTURE ABOVE O J /S OF WINDOW DISPLAY C J 0 z J 0 0 O a. w 0 • t PAINTED DRYWALL G 1600-D \- B \ STOREFRONT SECTION ENTRANCE X8.2 SCALE 1/2"=1'-0" 3/4" TH. X 4" HIGH W2 BASEBOARD PAINTED SEE DETAIL MAXIMUM PROJECTION OF CURVED MALL BULKHEAD MALL BULKHEAD 3/4" BLACK METAL CHANNEL BUILT-UP TOP MOLDING SEE DETAIL v (0 (0 zo 00 J2 TT, 3 a CV 0 0 FOR SIGNAGE SUSPENSION REFER TO D ETAI L 1/2" TH. TEMPERED GLASS LEASE LINE MAXIMUM PROJECTION OF CURVED LEASE LINE _ STOREFRONT RUNWAY SEE G1309 G1311 G1315 —FULL SIZE MANNEQUINS OF SIGNAGE STOREFRONT HEIGHT STOREFRONT NOTE:. NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. C \ STOREFRONT DETAIL 08.2 SCALE 1-1/2"=1'-0" LEASE LINE 10'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS LINES OF BULKHEAD_ ABOVE L I • I ▪ NI ▪ I •• NEUTRAL PIER LANDLORD FINISH ti coLco LEASE LINE 3/4" BLACK METAL CHANNEL REVEAL 0 w J CO CURVED MALL BULKHEAD 11'-0" DECORATIVE GARAGE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS '1"i Nfico z 3" X 6" X 132" HIGH METAL MULLION FINISH LINES OF BULKHEAD ABOVE 1" NATURAL ANODIZED ALUMINUM U -CHANNEL —LEASE LINE 1/2" TH. CLEAR TEMPERED GLASS BULKHEAD CURVED MALL BULKHEAD — LANDLORD FINISH NEUTRAL PIER LEASE LINE -7D ftft- REVIEWED FOR CODE COMPLI41NCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 PROJECT No. 12-679 DWG. No. 08.2 03 04 05 DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 GISTERED iCHITECT ID A. UDKOW STATE OF WASHINGTON GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOREFRONT SECTIONS & DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 08.2 MAXIMUM PROJECTION OF CURVED MALL BULKHEAD MALL BULKHEAD 3/4" BLACK METAL CHANNEL • riles • STOREFRONT HEIGHT F • • • • • L0 rn t7 • N—N 1" i LLl J 0 O \- OPENING AT ENTRANCE N rn (o C9 • • • • STOREFRONT DETAIL SCALE 3"=1'-0" IDENTAL DETAIL • R2" R3t6" R1z' • • 4*1 • MAXIMUM PROJECTION IOF CURVED LEASE LINE L • LEASE LINE • • • SIDE OF NEUTRAL PIER LANDLORD FINISH 3/4" BLACK METAL CHANNEL REVEAL • • 1 — 8" GAP (CAULK JOINT) EACH SIDE OF TRACK CENTRE LINE OF RECESSED SLIDING GRILLE / CLOSURE LINE SEE DOOR SCHEDULE FOR SPECIFICATIONS 3-5/8" X 20 GA. METAL STUD FRAMING @ 24" O.C. (TYP.) NOTE: G.C. TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT DIMENSIONS & INSTALLATION INSTRUCTIONS FOR RECESSED SLIDING GRILLE DOOR MOBILFLEX "ROYAL" SEMI -RECESSED GRILLE TRACK (1161 W.X16'H.) (2) 3/4" LAYERS FRT PLYWOOD. SECURED TO UNDERSIDE OF CEILING JOISTS U/S OF VESTIBULE CEILING STOREFRONT NOTE: NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. 3-5/8" X 20 GA. METAL STUD FRAMING @ 24" O.C. (TYP.) NATURAL ANODIZED ALUMINUM ROUND TUBING TO CONTAIN WIRING AND TO SUPPORT SIGNAGE • • • • MAXIMUM PROJECTION OF CURVED LEASE LINE MAXIMUM PROJECTION OF CURVED MALL BULKHEAD MALL BULKHEAD 3/4" BLACK METAL CHANNEL • 1" 1" s LEASE LINE (P4S) NATURAL ANODIZED ALUMINUM U -CHANNEL TO RECEIVE GLAZING R2ts R316" R14" DENTAL DETAIL • • • RUBBER OR JOINT 2 1 3„ 3 2 4 24 1,, 2 7" 4" • i 3" x 12" STEEL MOUNTING PLATE BY SIGNAGE VENDOR. OFFSET DIMENSIONS FOR MOUNTING SCREWS ON MOUNTING PLATE MAXIMUM PROJECTION OF CURVED LEASE LINE 1/2" TEMPERED GLASS E \ STOREFRONT DETAIL 08.3 SCALE 3"=1'-0" • • • RUBBER OR JOINT NATURAL ANODIZED ALUMINUM U -CHANNEL TO RECEIVE GLAZING EMBEDDED IN DECK WOOD L_ BLOCKING • • 43„ 4 • • LEASE LINE LEASE LINE • MAXIMUM PROJECTION OF CURVED LEASE LINE LINE OF FLOOR bOoi- RUBBER GASKET 0 eo w O z U/S OF SIGNAGE 0 ao 0 J_ O z_ 0 J O 2 WOOD FILLER z 0 J O 2 a 0 H d -J J m 1/2" THK. TEMPERED GLASS 0) rn (9 N 0 Ca REVIEWED FOR CODE COMPLIANCE APP ROVED MAR D 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2013 PERMIT CENTER STOREFRONT NOTE: NO LOADS SHALL BE SUSPENDED FROM LANDLORD'S BULKHEAD. ANY ATTACHMENT TO LANDLORD'S BULKHEAD SHALL BE FOR LATERAL BRACING ONLY. TENANTS CEILINGS AND SIGNBAND/BULKHEAD SHALL BE SUSPENDED FROM PRIMARY STRUCTURAL ELEMENTS ABOVE. optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only, Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3‘.10o 0)') DDA.UDKOW STATE OF WASHINGTON \2 GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOREFRONT SECTIONS & DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY DD CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 08.3 GYPSUM BOARD TO BE PAINTED 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM/ :19 DATE V • • • 1.: /., ---- --.. N • \ • _FRAME W/ 8" JOISTS & WITH 3/4" PLYWOOD FOR SERVICE PLATFORM VAV BOXES. DEC 14 '12 ISSUED FOR LANDLORD APPROVAL FRC ISSUED FOR CLIENT APPROVAL PROJECT No. 12-679 .4b., ..ir 9 ).. 09.1 09.1 6. ig 10 THROUGHOUT SALES AREA SUSPENDED AT 12'-6" TO BE PAINTED \. 4 04 09. 41.1.L09.1 1 • 1! -elf111as FRAME W/ 8" JOISTS & WITH 3/4" PLYWOOD FOR SERVICE PLATFORM VAV BOXES. REFER TO DETAIL 05. FOR TILE LAYOUT ..-- 1 1„ . .. ;. H/C ACCESSIBLE F.R. .‘09.1 r BENCH SEE DETAIL ()93 . 4-5 ,, , O.A. 8 . 4 /15'-7-1 , 4 GAP • • i. . , .. - ' / • I-3 • , //) FITTING ROOM AREA 7„ 1208- 7„ 4-8 62" / •' / • 1 \ N . / DORMER WITH • • --- WOOD PLANK 1 ' I 1 / \ \ L \ ''. _.W, WOOD PLANKING° (TO MATCH DORMER) 7ZRiTAitZIMIIXWS2".:=Ttr'ta,SttTtltPM=,t,IVCXIRVZN .4 • ,...,, \ N. -tic° - \ MIRROR (4'-0' OA) - 3 Lai \ \ . FITTING RM #6 FITTING RM #1 FITTING RM #2 FITTING RM #3 FITTING RM #4 crii • 0 •••.\'' A.F.F. 8'-0" 0 A.F.F. " _ I.,: LC 0 z -2 w ....i -I W n o‘ t._, LOWEST POINT 0 OF DORMER Ak BACK DORMER al -I s Q 0 m z 0 , 09.1 • OPEN TYPICAIT1 L OPEN TYPICAL L OPEN TYPICAL] L OPEN TYPICAL L OPEN TYPICAL 0 LOWESTPOINT OF DORMER -1 o f: w °- 0 7„ 668- I,';-. 1 .. L._ ., -FI H INC; RM #5 < LCE T1, < U/S OF GWB C F.k DOOR SEE DET -1 AND/OR DOOR SCHED FOR SPECIFICATIO � ~ CLEAR 11/IIRRO NINif BRICK WALL 1LL I "WHTE 2 U1 <0 o W 133 CD _ TAT" IP ;1414, - POSTER 9 1 1 1 \ . 1 11 11 1 1 1 111 11 011 1 ill 1 9 1 P1 •S0 \-\ -e- «, • .i-- •= o I-1-: u: <1 < 0 0 W m 0 m 0 \ N _•,-- 0 =z b w PLYWOOD Z3) v --K NI CN/ CO U -CHANNEL < -7., 2 0 rzioo \ ct \ __ , Lciicc - Lo • .1- •rt• 06" WOOD TRIM -7 CI) I-5_, , , N 4 E0 (DBASE BD. a- -1 u_ 0 1 1:1€ co 113° °E1 1 OB° GO1 43 \ 4..,Ni- CD i co F- -I Eo 0- I I I I I = I I I I I I I I I 0 1 0 1 I I 4 (\I = j -Z-4. it 0 co u_ 0 09.3 • - Lir c•51.4. .:1-N- FITTING RM #6 \_, _ tz ,' 41/ Clir \ FITTING RM #4 - a. m cemm- •,-- < I TYP CAL J . cN, I PIT CAI 1 I TYP CAI -I I TYP CAI J I TYP CAI JI , '4=1 1 ki• D • • 12" HIGH TYPICAL 3-" .. 0-)1•1- (f) 401" 2 ....II 0 PLYWOOD , 12" BASE HIGH BD. 0 TYPICAL 6" WOOD TRIM 0 \ 41)12" BUILT UP WOOD TRIM WOOD COLUMNS - (PAINTED SEE DETAIL IN SHOP) \ \ Clik 3/4" THK. 4" H. ZFIN. _ Law\ CV \ ' in c-- -.1- 1..., ••1• ; --p -, 0 9.1 : 1B ;,',( • FITTING RM #1 , lc, \ 3/4" THK. 4" H. G900 r- •q• itfai - 0 - ' r , Lb ,__ _ .... _ -- t\I - WOOD BASE CLEAR MIRROR FIN. 48" 0.A. 04.2 0 SEE DETAIL PLYWOOD 0 09.3 (2 ' 1 B cf3i<zr 1 ELEVATION ,a FOR FRAME AROUND MIRRORS & BLOCKING REQUIREMENTS (TO BE BUILT-UP ON SITE) ci iltiCI-k‘ FITTING RM #3 I"- FITTING ROOM ARE 474-3. 4 474-3" . 2 . / , ., ,.._____ _ , , / Atik. •zr FITTING ROOM ARE G900 o in _ _ 09.1 r.- 12" BUILT WOOD TRIM. 2 ELEVATION UP 0 1B I • 474- FITTING RM #2 09.3 N (-,-) \ 1B FITTING RM #2 09.1 SCALE 1/4"=1'-0" - -_ , 4 z•.0r. 09.1 SCALE 1/4"=1'-0" 2 FITTING RM #3 . 1 . • ..---- v / ,' / --. ---- . '',, . Ark GYPSUM BOARD Niiir TO BE PAINTED 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM REVISED: FEB 10 2010 . 5 I 7 kl- - 09.1 09.1 . \ (:,-N- FITTING RM #1 ci5r:r I, FITTING ROOM QUANTITY LEGEND Loico \ \ , - 1-- N , ________ , !co 8 1B- ,--100 ,---7-c) 09.1 • - / • \ :.c 4120 THROUGHOUT • \ © REFER TO SALES AREA SUSPENDED AT 12'-6" DETAIL TO BE PAINTED comr , ; F ITTING RM #4 09.3 . Lnico \ FITTING ROOM NUMBER QUANTITY .4- , ,,r____\ 1C 1 1 • ' **.'''''N%*%• • 1 4-4gf FOR 1 :14" TILE SEE DETAIL LAYOUT• ink,. 09.3 Car 71 11 , _. .__ FITTING RM #1 , 2 -i - IV. "-lc° PLYWOOD N Lo -co • .4 ,-- -mr G900 0 \ *.''''. _.:i./4. !GAP FOR -REQUIREMENTS FRAME MIRRORS AROUND & BLOCKING , I ccl • v..= --. , - 1 - - 1 - 1 L --:Ko . \ \ FITTING RM #2 2 • \ . / (TO BE BUILT-UP SITE) ONN 1 FRAME W/ 8" JOISTS FOR SERVICE PLATFORM & WITH 3/4" PLYWOOD VAV BOXES. _ FRAME W/ 8" JOISTS & WITH 3/4" PLYWOOD FOR SERVICE PLATFORM VAV BOXES. ',.:. • 1 OE \ FITTING RM #3 2 ',.. --_, 04.2 FITTI G PML54 09.1 1 • DORMERWITH WOOD PLAN/01- 0 WOOD PLANKING / 1 HI il, ,,•- MIRROR (9'-0" OA) . FITTING RM #4 2 - -- I - ---\-- 01.42412•211.1=ISNAMTISTan=arlILIWOM FITTING ROOM MANAGEMENT I FITTING RM #5 1 (TO MATCH DORMER) / , SEE DETAIL 2-1„ 608-1„ 4- ,5„ 1208- ;8 7„ • k.\ „ / / I. 09.2 Li ' ' -5-"\- 3, 15'-7-' O.A.0.A. 8 / 3, .8.! ,• / FITTING RM #5A 1 \ •=;,..kk :;‘, • \-, \ r _ • Atc-- •covcr N- FITTING RM #5A FITTING RM #1 FITTING RM #2 FITTING RM #3 FITTING RM #4 FITTING RM #5 8'-0" A.F. . 1 '\. co 0 1 I -OPEN OPEN L OPEN L OPEN OPEN 0 FITTING RM #6 1 FITTING ROOM AREA 1/2" WHITE • • / / 8'-0" A.FF .. MIRROR 90" `^� QU,O,A,�. (9'-6") A.F.F. U/SOFGVVBCEILING 0 'TYPICAL __I -J TYPICAt] TYPICAL TYPICAl] TYPICA-Ll - U -CHANNEL ...,‹ 0 ct < 0 o w m a o ,-IN 0 " 11(9'-6")&F.F 0SOFGVVBCBUI 0 F.R. WALL 411 4 0 PS \ ,z.! 0 4Li, cr ,,Z: 1 1 1 1 11 1 B° 1 °I] 11 1 1 11 1 1 11 113° 1 I 1 °El I 1 I 1 I 1 1 1 Be -- 0 . REVIEWED FOR CODE COMPLIANCE , 4 • / 4- ____ I \ \ 2 4111D m I- a. -1 >- 5 1441: u_ cn co , , • APPROVED I I 'I i Lc- I I REVISED: JUNE 2 2010 FITTING ROOM NOTES NOTE #1: 11 1 1 0 FOR PAINT, WALLCOVERING, ACRYLIC MAR 0 8 2013 . ' City of Tukwila \ ... Ill • 11-- OPEN 1 r OPEN 1 - OPEN 1 r OPEN I OPEN I r--- COLOURS AND MIRROR REFER TO D \• -1 N TYPICAL] 1 TYPICAL -I TYPICAL] N TYPICAL] TYPICAL -I I -7-1 FITTING ROOM FINISH SCHEDULE ON PAGE = com• co 3,, 1, 1002-' .3.,.. 34 / 09.2 BUILDING DIVISION \ :, I 12" HIGH BAS WOOD COLUMNS - 12" HIGH BASE BD. STOCKROOM SEE DETAIL DOOR NOTE #2: . • •----. -__ . - . _ . PUCK -. WALL BD. - TYPICAL 0 - (PAINTED IN SHOP) 0 TYPICAL A FOR ALL FITTING ROOM JOINTS, / CLEAR MIRROR 108" O.A.SCHEDULE 3 ELEVATION SEE DETAIL 0 AND DOOR PARTITIONS, HARDWARE & HANGARS, ELEVATION SYSTEM ELEVATION 09.3 FOR SPECIFICATIONS G.C. TO APPLY CAULKING ANYWHERE / 0 .1 SCALE 1/4"=1'-0" BACK DORMER 40-71-0) SCALE 1/4"=1'-0" TWO MATERIALS MEET - NO GAPS. 09.1 SCALE 1/4"=1'-0" 09.1 - RECEIVED CITY OF TUKWILA BRICK WALL _.... ' JAN 0 2 2013 PERMIT CENTER FITTING ROOM NOTE: G.C.TO INSTALL FITTING ROOM MIRROR. MIRROR STYLE VARIES IN EACH F.R., FITTING ROOM NOTE: G.C.TO INSTALL FITTING ROOM MIRROR. MIRROR D HANGBAR SEE 6" HIGH x 5/8" TH. HANGBAR SEE 6" HIGH x 5/8" TH. FITTING ROOM STYLE VARIES IN EACH F.R., FITTING ROOM DETAIL' - REFER TO 0 DETAIL PLYWOOD BLOCKING - . G730 PLYWOOD BLOCKING G735 G730 - HANGBAR SEE ' • REFER TO DOOR SEE DETAIL IN GYPSUM BOARD WALL TO RECEIVE HANGBAR, FOR MIRROR DETAILS AND FOR BLOCKING REQUIREMENTS IN GYPSUM BOARD WALL DETAIL . . - G735 0 G730 TO RECEIVE HANGBAR FOR MIRROR DETAILS AND FOR BLOCKING REQUIREMENTS 0 - \ 0 z :3 WALLCOVERING 36 0 z 11 L.Ti WALLCOVERING z =1 La] WALLCOVERING 36 0 z .11 Ll LT / o d \ \_. . ED /SOFFR.GYP 6" WOOD TRIMim fl..-: . 6" WOOD TRIM . .7, - .-- - . i' = v: , . IZ.: ED ,.,,; u_ . - Ns 6" WOOD TRIM I d Aco a) 4 - 1•.: (9 = NI- .- 6" WOOD TRIM • CCeo . _ = .- .,._ :I:- 0 • W ,t- i 1. 11711 (5j1 k) -\Ea PLYWOOD L.0 u: PLYWOOD 1 4) , 42" .-- U/S OF F.I 42" 24" 6" ~ ° f:0 Lo -€)--- Lo ' • PLYWOOD z 1-- a z \ u: m u_ 0 Li u: ' - - 4111D u: u: ct ca '7 -ca - .L1:: u_ 03 i i PLYWOOD : - .1, ! i - to a_ 0 44111D -- co < N i si- ;- (NI 44411> ci) < . < 0 (NI 4:11:' co - - n •,-• -- WOOD TRIM < 0 ,-, ' v-• WOOD TRIM ,.-• ,-• WOOD TRIM %,--- ,- , .,-- DOOR STOPPER PROVIDED BY ICM (MILLWORK SHOP) AND INSTALLED BY G.C. - TO BE ALIGNED WITH EVERY DOOR HANDLE ELEVATION STANDARD F.R. • ELEVATION STANDARD o \ F.R. ELEVATION ELEVATION STANDARD F.R. STANDARD F.R. \ ---- - - JOINTS TO BE AT H/C ACCESSIBLE 4 JOINTS TO BE AT - \- V -GROOVE FOR F.R. BENCH 09.3 V -GROOVE FOR FITTING ROOM D PANELS SURPASSING SEE DETAIL PANELS SURPASSING - DOOR SEE DETAIL 48" WIDE 48" WIDE ELEVATION ELEVATION ELEVATION ELEVATION 9 H/C ACCESSIBLE F.R. 10 H/C ACCESSIBLE F.R. 11 H/C ACCESSIBLE F.R. 12 H/C ACCESSIBLE F.R. o9j) SCALE 1/4"=1'-0" 09.1 SCALE 1/4r=1.-0" \09.)SCALE 1/4"=1-0" 09 1 SCALE 1/4"=1'-0" 09.j,)SCALE 1/4"---1-0" 09.1 SCALE 1/4"=1-0" 09 1 SCALE 1/4"=1'-0" 09.1 SCALE 1/4"=1'-0" optima design t. 514 288 3952 1 f. 514 288 3088 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc I h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR E Y SCALE 1/4"=11-0" DRAWN BY CM 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL FRC ISSUED FOR CLIENT APPROVAL PROJECT No. 12-679 02 09.1 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 ARChiTE.CT 41' AVID A. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE FITTING ROOM PLAN & ELEVATIONS SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=11-0" DRAWN BY CM CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 09.1 F.R. MANAGEMENT NUMBER BOX SEE DETAIL tilcO 8'-0" HIGH RECESSED STANDARDS SEE DETAIL G530-2 6" WOOD TRIM 6" WOOD TRIM 6" WOOD TRIM NUMBER BOX SEE DETAIL PLYWOOD 12" BUILT UP WOOD TRIM _ PLYWOOD 12" BUILT UP WOOD TRIM PLYWOOD 12" BUILT UP WOOD TRIM F.R.M. TABLE / CABINET SEE DETAIL MDF FILLER F.R. MANAGEMENT PLAN (FITTING ROOM MANAGEMENT). SCALE 1/2"=1'-0" 1B ELEVATION (F. R. MANAGEMENT) SCALE 1/2"=1'-0" ELEVATION (F. R. MANAGEMENT) SCALE 1/2"=1'-0" ELEVATION (F. R. MANAGEMENT) SCALE 1/2"=1'-0 SCALE 1/2"=1'-0" FITTING ROOM MANAGEMENT SCALE AS SHOWN optima design t. 514 288 3952 If. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY FTG. RM. #5 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC 02 11�� 24. I 1 I 1713 16 1 03 i i // L15 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND 04 0 WALLS P20 BASEBOARD & TRIM 0 CEILING 0 FLOORING 0DOORS 3 PLYWOOD HANGERHANGER STORAGE FOR PANTS 1 I ; . WALLS 0 BASEBOARD & TRIM 0 CEILING FLOORING 0 DOORS 3 PLYWOOD 05 1 I 8WALLS 3 BASEBOARD & TRIM 0 CEILING CONI FLOORING AC R8 DOORS 0 PLYWOOD G735-3 MIRROR G735-4 MIRROR No. DATE REVISION BY CONCEALED HINGES BLOCKING AS REQUIRED CLEAR OPENING IN GYPSUM HANDLE BY: RICHELIEU — #40835163 HANDLE BY: RICHELIEU — # 40835163 BALL POINT HOOK FINISH NICKEL -MATT #510.86.601 BY HAFELE BALL POINT HOOK FINISH NICKEL -MATT #510.86.601 BY HAFELE CAM LOCK SECTION ELEVATION SCALE 3"=1'-0" HINGE BOTH DOORS HANGER ---\STORAGE HANGER ---\STORAGE 3A ELEVATION ( table/ cabinet as folding table ) SCALE 1"=1'-0" SECTION SCALE 1 1/2"=1'-0" SECTION SCALE 1 1/2"=1'-0" OVERALL DOOR TAGS BY OWNER N -IN N IcO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 RECEIVED CITY OF TUKWILA MANAGEMENT FITTING ROOM CABINET SCALE AS SHOWN JAN 0 2 2013 ERIVITFCETTTER NOTE: UNIT TO BE FINISHED FOR BOTH EXTERIOR AND INTERIOR ELEVATION - CLOSED SCALE 3"=1'-0" ELEVATION - OPEN SCALE 3"=1'-0" NOTE: - NUMBER BOX TO BE IN MDF PAINTED HI -GLOSS LACQUER TO MATCH - BALL POINT HOOK FINISH NICKEL -MATT #510.86.601 BY HAFELE (6 PER CABINET) FITTING ROOM FINISH SCHEDULE REVISED: JUNE 8 2012 FTG. RM. #1 FTG. RM. #2 FTG. RM. #3 FTG. RM. #4 FTG. RM. #5 L DRAWER 1 OPEN i 11�� 24. I 1 I 1713 16 1 L12 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND i i // L15 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L16 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND 0 WALLS P20 BASEBOARD & TRIM 0 CEILING 0 FLOORING 0DOORS 3 PLYWOOD HANGERHANGER STORAGE FOR PANTS 1 I ; . WALLS 0 BASEBOARD & TRIM 0 CEILING FLOORING 0 DOORS 3 PLYWOOD STORAGE FOR TOPS 1 I 8WALLS 3 BASEBOARD & TRIM 0 CEILING CONI FLOORING AC R8 DOORS 0 PLYWOOD G735-3 MIRROR G735-4 MIRROR G735-2 MIRROR G735-1 MIRROR I G735-4 MIRROR SECTION ELEVATION SCALE 3"=1'-0" HINGE BOTH DOORS HANGER ---\STORAGE HANGER ---\STORAGE 3A ELEVATION ( table/ cabinet as folding table ) SCALE 1"=1'-0" SECTION SCALE 1 1/2"=1'-0" SECTION SCALE 1 1/2"=1'-0" OVERALL DOOR TAGS BY OWNER N -IN N IcO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 RECEIVED CITY OF TUKWILA MANAGEMENT FITTING ROOM CABINET SCALE AS SHOWN JAN 0 2 2013 ERIVITFCETTTER NOTE: UNIT TO BE FINISHED FOR BOTH EXTERIOR AND INTERIOR ELEVATION - CLOSED SCALE 3"=1'-0" ELEVATION - OPEN SCALE 3"=1'-0" NOTE: - NUMBER BOX TO BE IN MDF PAINTED HI -GLOSS LACQUER TO MATCH - BALL POINT HOOK FINISH NICKEL -MATT #510.86.601 BY HAFELE (6 PER CABINET) FITTING ROOM FINISH SCHEDULE REVISED: JUNE 8 2012 FTG. RM. #1 FTG. RM. #2 FTG. RM. #3 FTG. RM. #4 FTG. RM. #5 FTG. RM. #5A FTG. RM. #6 PROJECT No. 12-679 DWG. No. 09.2 (MANAGEMENT) 0 L11 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L12 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L13 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L14 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L15 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L15 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND L16 TYPICAL LIGHT FIXTURE FOR THIS F.R. SEE R.C. LEGEND 0 WALLS P20 BASEBOARD & TRIM 0 CEILING 0 FLOORING 0DOORS 3 PLYWOOD 3 WALLS 3 BASEBOARD & TRIM CEILING Cfr ii: FLOORING 0 DOORS 411> PLYWOOD 8 WALLS 3 BASEBOARD & TRIM 0 CEILING FLOORING el 0 DOORS 3 PLYWOOD . WALLS 0 BASEBOARD & TRIM 0 CEILING FLOORING 0 DOORS 3 PLYWOOD , WALLS P26 BASEBOARD & TRIM 0 CEILING 101 FLOORING 0 DOORS P16 PLYWOOD WALLS 3 BASEBOARD & TRIM 0 CEILING 0 FLOORING 0 PLYWOOD 8WALLS 3 BASEBOARD & TRIM 0 CEILING CONI FLOORING AC R8 DOORS 0 PLYWOOD G735-3 MIRROR G735-4 MIRROR G735-2 MIRROR G735-1 MIRROR G735-3 MIRROR G735-4 MIRROR ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 34Ufi s Fa ..i i EP f a I Hfl'ECT (.01. ID A. UDKOW STATE OF WASHINGTON MANAGEMENT FITTING ROOM NUMBER BOX SCALE AS SHOWN GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE FITTING ROOM MILLWORK DETAILS & FITTING ROOM FINISH SCHEDULE SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY CM CHECKED BY :RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 09.2 STOPPER STOPPERS TO BE INSTALLED ON SITE BY G.C. SEE PLAN FOR DIM 1 D SECTION PLAN 09.3 SCALE 3"=1'-0" OUTLINE OF GROOVE (AT TOP OF DOOR) — TO RECEIVE — ACRYLIC PANELS SECTION PLAN SCALE 3"=1'-0" VARIES' SEE PLAN FOR DIM SECTION PLAN (MIRROR IMAGE) SCALE 3"=1'-0" STOPPER FINISHED FLOOR NOTE: MDF COLUMN TO BE FINISH HEIGHT TO BE ±9'-6" A.F.F. STOPPER DETAIL SCALE 3/4"=1'-0" 1/4" RADIUS 24" SCRIBE TO WALL #10'x2 1/2" LONG WOOD SCREWS @ 16" O.C., PREDRILLED & COUNTERSINK AS REQUIRED (TYP.) MDF BENCH TO BE FIN. PROVIDED BY OWNER, ASSEMBLED AND INSTALLED BY G.C. 1 1/2"x2 1/2" F.R.T. WOOD BLOCKING PROVIDED & INSTALLED BY G.C. (TYP.). P1 SURFACE MOUNTED BASE. 4C 09.3 SIDE SECTION ELEVATION SCALE 1 1/2"="I'-0" SEE PLAN FOR DIM IN-WALLMETAL BLOCKING G.C. TO PROVIDE AS REQUIRED 1/4"-14 x 3" HWH FASTENERS @ 16" O.C.; PREDRILLED & COUNTERSINK AS REQUIRED " REVEAL 4" REVEAL �riici• `=- 4B 1 SECTION ELEVATION 09.3 SCALE 1 1/2"=1'-0" SEE PLAN FOR DIM 2 4,4 U/S OF H/C BENCH - PLAN SCALE 3/4"=1'-0" i HANDICAP FITTING ROOM BENCH 0 3 9.SCALE AS SHOWN r 3�� 1 4- 1 1/2"x2 1/2" F.R.T. WOOD BLOCKING PROVIDED & INSTALLED BY G.C. (TYP:) NOTE: G.C. TO CAULK PERIMETER OF BENCH AT REVEAL WITH A SMALL CONTINUOUS CLEAR CAULK. WIPE OFF ANY EXCESS CAULK IMMEDIATELY AFTER INSTALLATION' tin2,-(3(9.) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 01 2013 PERMJT CENTER optima design t. 514 288 3952 I f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 another 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SCALE AS SHOWN 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC PROJECT No 12-679 02 09.3 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 REGISTERED CHiTECT Cold VID A. UDKOW STATE OF WASHINGTON 1z GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE FITTING ROOM MILLWORK DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY CM CHECKED BY RC DATE NOV 2012 PROJECT No 12-679 DWG. No. 09.3 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT STOCKROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED U/S OF OF LAY -IN CEILING STOCKROOM ELEVATION SCALE 1/4"=1'-0" REFER TO DETAIL FOR TILE LAYOUT NOTE: CENTRAL VACUUM & ACCESSORIES. REFER TO CV SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS eD 0 0 2 0 0 L7 5 W P1 DSS OFFICE DOOR L4" BASE FINISH G.0 TO VERIFY EXACT • U/S OF DECK HEIGHT ON SITE 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" 0 TO BE PAINTED 0 r 0 REFER TO DETAIL FOR TILE LAYOUT U/S OF OF LAY -IN CEILING 0 0) 9 • CO 0 0 z L7 0 w 1— z O 2 w 0 u_ STOCKROOM ELEVATION 10.1 SCALE 1/4"=1'-0" L4" BASE FINISH G.0 TO VERIFY EXACT • U/S OF DECK HEIGHT ON SITE 0 ti 0 r- 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED U/S OF OF LAY -IN CEILING 48" SECTION c/c W/ SHELVES (48") (9 SHELVES PER SECTION) REFER TO DETAIL FOR TILE LAYOUT NOTE: G.C. TO PROVIDE AND INSTALL (4) HOOKS @ 8'-0" A.F.F. ONTO (2) 24"W X 18"H PLYWOOD BACKING. SPEC: HOME DEPOT CRAWFORD 1 1" GIANT STORAGE HANGER MODEL # GSH -36 CAT # 932114. 0 04 z r eN (1) r w z CV O t- 2 w \ .... Q � (V 50 9 CV w U O J 9 Co NSTALLATION HEIGH STOCKROOM ELEVATION SCALE 1/4"=1'-0" _ 4" BASE FINISH METAL LOCKERS — 4" BASE FINISH G.0 TO VERIFY EXACT U/S OF DECK HEIGHT ON SITE 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED z_ J w U Q z_ O> - r' J o LL 0 w 0 4 REFER TO DETAIL FOR TILE LAYOUT NOTE: NEW ELECTRICAL PANEL & SUSPENDED TRANSFORMER TO BE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE. L4" BASE FINISH G.0 TO VERIFY EXACT STOCKROOM ELEVATION 10.1 / SCALE 1/4"=1'-0" 4" BASE FINISH U/S OF DECK HEIGHT ON SITE STOCK ROOM LEGEND REVISED: AUG 18, 2010 SYMBOL (PIAN VIEW SHOWN) DESCRIPTION REFERENCE NUMBER DIMENSIONS QUANTITY REMARKS BY CLIENT "' RC SINGLE SLOT SURFACE MOUNTED STANDARD 02 10'-0" HIGH 19 - TYPICAL HEIGHT (UNLESS OTHERWISE NOTED) - SLOTS TO BE 2" c/c (TYPICAL) - BRIGHT CHROME METAL FINISH G815-1 03 r I MELAMINE SHELF 23 5/8" W x 15 3/4" D 4 - 5/8" THICK WHITE MELAMINE G815-4-24" 4 4 MELAMINE SHELF (FOR COMPUTER STATION) 23 5/8" W x 24" D 3 - 3/4" THICK WHITE MELAMINE G805 - G.C. TO INSTALL WHITE GROMMETS. SEE G805 g L i MELAMINE SHELF 47 5/8" W x 15 3/4" D 15 - 5/8" THICK WHITE MELAMINE - G.C. TO INSTALL CLEAT TO U/S OF SHELF. G815-4-48" SEE G815 n N j HANGBAR 24" W x 1 1/2" H x 1/2" TH. 6 - METAL TO BE BRIGHT CHROME FINISH - G.C. TO INSTALL HANGBAR SUPPORT; REFER G815-5-24" TO ELEVATIONS FOR LOCATION SEE G815 n H J HANGBAR 48" W x 1 1/2" H x 1/2" TH. 18 - METAL TO BE BRIGHT CHROME FINISH - G.C. TO INSTALL HANGBAR SUPPORT; REFER G815-5-48" TO ELEVATIONS FOR LOCATION SEE G815 24" SECTIONS c/c W/ (4) 48" SHELVES ABOVE + (2) 24x24 SHELVES FOR COMPUTER STATION 48" SECTION c/c W/SHELVES & HANGBARS(48")(1 SHELF& 3 — HANGBARS PER SECTION) NOTE: G.C. TO PROVIDE AND INSTALL (4) HOOKS @ 8'-0" A.F.F. ONTO (2) 24"W X 18"H PLYWOOD BACKING. SPEC: HOME DEPOT CRAWFORD 1 1" GIANT STORAGE HANGER MODEL # GSH -36 CAT # 932114. P*� te DSS OFFICE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS EXISTING RESTROOM DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS EXISTING REAR EXIT DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS �1 _.. •xi NOTE: NEW ELECTRICAL PANEL & SUSPENDED TRANSFORMER TO BE BY TENANT'S CONTRACTOR AT TENANT'S EXPENSE. NOTE: EXISTING RESTROOM (1) LOCATION & SIZE TO REMAIN. G.C. TO PATCH & REPAIR AS REQ'D & TO ENSURE THAT TOILET, SINK & FAUCET... ETC. ARE IN GOOD WORKING CONDITION (REPLACE IF NECESSARY). G.C. TO INSTALL NEW LIGHTING FIXTURES, CEILING TILES, FLOOR TILES, DISPENSERS & TOILET PAPER HOLDER. WALLS TO BE PAINTED SEE PAGE w FOR ALL SPECIFICATIONS & FINISHES. NOTE: EXISTING H/C ACCESSIBLE RESTROOM AS PER CODE. SEE DETAIL 24" SECTION c/c W/ SHELVES & HANGBARS (24") (1 SHELF & 3 HANGBARS PER SECTION) FIXTURE PLAN - STOCKROOM 10.1 SCALE 1/4"=1'-0" 48" SECTION c/c W/ SHELVES & HANGBARS (48") (1 SHELF & 3 HANGBARS PER SECTION) 48" SECTION c/c W/ SHELVES (48") (10 SHELVES PER SECTION) DSS OFFICE / / STOCKROOM DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS STOCKROOM AREA w ww c co0 NOTE: CENTRAL VACUUM & ACCESSORIES. REFER TO CV SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS L L I 36 x 36 PROFORMA A "HANG" SYSTEM v BY CLIENT 36 x 36 PROFORMA A "HANG" SYSTEM v BY CLIENT 36 x 36 PROFORMA A "HANG" SYSTEM v BY CLIENT 36 x 36 PROFORMA A "HANG" SYSTEM v BY CLIENT SYSTEM 36x36 36x36 PROFORMA "01ICLr" A PROFORMA A "CI SYSTEM ELI" v SYSTEM v BY CLIENT BY CLIENT w*. 7t VaZit METAL LOCKERS 48" SECTION c/c W/ SHELVES & HANGBARS (48") (1 SHELF & 3 HANGBARS PER SECTION) NOTE: IT CABINET SEE DETAIL FOR INSTALLATION & SPECIFICATIONS. STOCKROOM COMPUTER STATION SEE G805 ALL PROFORMAS REQUIRE STOPPERS THAT LOCK (2) 22" SECTION FOR OVERSTOCK • U/S OF OF LAY -IN CEILING 2x4 SECOND LOOK (2x2 APPEARANCE) LAY -IN CEILING SYSTEM THROUGHOUT STOCK ROOM AREA SUSPENDED AT 10'-7" TO BE PAINTED REFER TO DETAIL FOR TILE LAYOUT N CV 0 0 0 z 0 w F— z 0 w U O P G.0 TO VERIFY EXACT U/S OF DECK HEIGHT ON SITE STOCKROOM COMPUTER STATION SEE G805 }— �5� STOCKROOM ELEVATION SCALE 1/4"=1'-0" 4" BASE FINISH 24" SECTION c/c W/ SHELVES (24") (6 SHELVES PER SECTION) SURFACE MOUNTED STANDARDS TYPICAL FOR STOCKROOM (TO BE CUT 7'-10") SEE G815-1 & DETAIL w i0 w d w d w bD N 0 r- 9 0) 0 1- tn 0 w 1— z 0 2 w U IL 07 w 1- 0) z 0 F— U w O 1— U/S OF OF FILE CLOSET CEILING 24" SECTIONS c/c W/ (4) 48" SHELVES ABOVE + _ (2) 24x24 SHELVES FOR COMPUTER STATION 4" BASE FINISH STOCKROOM ELEVATION SCALE 1/4"=1'-0" 4" BASE FINISH STOCKROOM ELEVATION qpy SCALE 1/4"=1'-0" U/S OF OF FILE CLOSET CEILING 13- L4" BASE FINISH (0 7 7 1 DSS OFFICE DOOR 1 9'-0" O.A. U/S OF OF FILE CLOSET CEILING DSS OFFICE DOOR SEE DETAIL AND DOOR SCHEDULE FOR SPECIFICATIONS STOCKROOM ELEVATION 10.1 SCALE 1/4"=1'-0" SURFACE MOUNTED STANDARDS TYPICAL FOR STOCKROOM (TO BE CUT 7'-10") SEE G815-1 & DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION 0 ti 0 rn 0 w 1— z 0 2 w U LL D- L7 w 1- 07 z O U w O F— fV N N 0 RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER 4" BASE FINISH 9 \ STOCKROOM ELEVATION 10.1 SCALE 1/4"=1'-0" 0 -21z W U 1- w . L7 O O –1 U 9 w J LL - w O LL O optima design t. 514 288 3952 1f. 514 288 3088 1 www.optima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before 1e commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SCALE 1/4"=1'-0" 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC PROJECT No. 12-679 02 1 0.1 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 414 REGISTERED ARCHITECT D ' IDA. UDKOW STATE OF WASHINGTON GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE STOCKROOM PLAN & ELEVATIONS SPACE No 1135 AREA 3 784 SQ. FT. SCALE 1/4"=1'-0" DRAWN BY CM CHECKED BY RC DATE NOV 2012 PROJECT No. 12-679 DWG. No. 1 0.1 Design No. U465 May 23, 2007 Nonbearing Wall Rating 1 HR. 0 0 0 111111111111111 MASYMIREN 0 1. Floor and Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide min 1-1/4 in. legs, formed from min No 25 MSG galv alv steel attached to floor and ceilingwith fasteners spaced 24 in. OC max. 2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back formed from min No. 25 MSG 9 returns, galvssteel: spaced 24 in. OC max. p 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and BlanketsBZJZ category for names of Classified ( ) 9 Y companies. 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 3B. Fiber, Sprayed* As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. U465 - PAGE 1 NO SCALE U465 - NON-BEARING WALL RATING 1 1.1 NO SCALE I HR. NU -WOOL CO INC - Cellulose Insulation 4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 pp Y (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, S steel screws spaced aced 12 in. OC. AMERICAN GYPSUM CO - Types AG -C, AGX-1 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1. BPB AMERICA INC - Types 1, EGRG, ProRoc Type X, ProRoc Type C. BPB AMERICA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY - Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX: G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. (B U465-PAGE2 11.1 NO SCALE NATIONAL GYPSUM CO - Types FSK, FSK -C, FSK -G, FSW-C, FSW-G, FSW, FSW-3 , FSW-5. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type PG -C or PG -9 . PANEL REY S A - Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1 TEMPLE-INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated. X Sheathing - Type X, Soffit- Type X, TG -C. UNITED STATES GYPSUM CO Type AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V - Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. CANADIAN GYPSUM COMPANY - Types AR, C, IP -AR, IP -X1, IP -X2, LPC -AR, SCX, SHX, WRC or WRX. U465 - PAGE 3 NO SCALE UNITED STATES GYPSUM CO T ype AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V - Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY - Types AR, IP -AR. UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DE C V Types AR, IP -AR. 5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel - (Optional -Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. 6A. Steel Framing Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be, overlapped 6 in. and secured together with two self -tapping #6 framing screws, mina 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. U465 - PAGE 4 NO SCALE b. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC. and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet: Furring channels are friction fitted into clips. PAC INTERNATIONAL INC Type RSIC-1. 7. Wall and Partition Facings and Accessories* - (Optional, Not shown)- Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additionaal layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's. recommendations., When the QR-510anel is installed between the steel framingand P the UL Classifiedsum board, the required UL Classified gYPq gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacin9, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required uired Ia er s) ) of UL Classified q Y C Gypsum Board. QUIET SOLUTION INC Type QuietRock QR -510. *Bearing the UL Classification Mark U465 - PAGE 5 NO SCALE D �3- as z. - REVIEWED FOR CODE COMpOA NCS APPROVE"[) MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 1 f. 514 288 3088 1 www optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the. commencement of construction. All shop drawings must be approved by client before the commencement of any construction. PROHIBITION ON RE -USE, AND COPYRIGHT NOTICE: The information and specifications contained within these drawings was prepared for use p 9 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY SCALE 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOR CLIENT APPROVAL RC NOV 2012 02 DWG. No. 1 . 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3408 REGISTERED '•CHITECT DAVID A. UDKOW STATE OF WASHINGTON YV GARAGE STORE#368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE U.L. DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE N.T.S. DRAWN BY JK CHECKED BY RC DATE NOV 2012 PROJECT No. 12-6791 DWG. No. 1 . GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2009 I.B.C. WITH WASHINGTON STATE AMENDMENTS AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE 2009 I.B.C. AT THE SITE AT ALL TIMES. 2. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENTS) AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. THE ARCHITECTURAL PLANS SHALL BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS. 3. ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE, DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UNUSUAL OR UNFORSEEN CONDITION PRIOR TO CONTINUING WITH CONSTRUCTION. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWING IS IN DOUBT, OR WHERE THERE APPEARS TO BE A DISCREPANCY BETWEEN THE DRAWINGS AND THE CONDITION IN THE FIELD, THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUING WITH WORK. 4. THERE SHAL BE NO DEVIATION FROM THE PLANS, DETAILS, NOTES, AND SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 5. DO NOT SCALE STRUCTURAL PLANS OR DETAILS. ONLY WRITTEN DIMENSIONS SHALL BE USED 6. THE FOLLOWING NOTES, TYPICAL DETAILS, AND SCHEDULES SHALL APPLY TO ALL PHASES OF THIS PROJECT UNLESS NOTED OR SHOWN OTHERWISE ON PLANS. 7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE STRUCTURE. 9. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. 10. THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENT) REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 11. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE DRAWINGS AND GENERAL NOTES. 12. THE CONTRACTOR SHALL PROVIDE THE DESIGN, MATERIALS, AND FABRICATION OF ALL TEMPORARY BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION. 13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. THIS SHALL INCLUDE ANY NECESSARY PRE -LOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE COMPLETED WORK. 14. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF THE ENGINEER (SUPPORT SERVICES) SHALL NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS. ANY SUPPORT SERVICESPERFORMED BY THE ENGINEER DURING ANY PHASE OF THE CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED BY ANY REGULATING GOVERNMENTAL AGENCY, I.E. LOCAL BUILDING DEPARTMENT) PROVIDED BY OTHERS. THESE SUPPORT SERVICES, WHETHER MATERIAL OR WORK, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE TO 'THE CONSTRUCTION DOCUMENTS, BUT DO NOT GUARENTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL DETAILS AND NOTES FOR MECHANICAL AND ELECTRICAL ,DUCTS AND/OR CHASES. 16. THESE NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS (CONTRACT DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS FOR CONSTRUCTION SAFETY. THESE DOCUMENTS AND ALL PHASES OF CONSTRUCTION HEREBY CONTEMPLATED ARE TO GOVERNED, AT ALL TIMES, BY APPLICABLE PROVISIONS_ OF THE CURRENT WASHINGTON OCCUPATIONAL AND HEALTH ACT. 17. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS, CODES, ORDINANCES,_ RULES, REGULATIONS AND RESEARCH REPORTS, THE MOST STRINGENT (OR CONSERVATIVE) SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SUCH CONFLICT IMMEDIATELY. 18. PRIOR TO COMMENCING WITH THE CONSTRUCTION, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO COORDINATE WITH STRUCTURAL DRAWINGS, AND ANY DISCREPANCY BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION BEFORE START OF CONSTRUCTION. STEEL STUD NOTES 1. STEEL STUDS SHALL BE BY 'AMERICAN STEEL FRAMING SOLUTIONS (ICC -ESR 2915) OR APPROVED EQUAL. CONTRACTOR SHALL SUPPLY APPROVALS AND ITEM BY ITEM COMPARISON SHEET FOR ANY SUBSTATIONS. 2. ALL CONSTRUCTION (MATERIALS, CONNECTORS AND DETAILS) SHALL BE PER MANUFACTURERS MINIMUM REQUIREMENTS (O.N.O.) AND AISI RECOMMENDED CRITERIA PER AISI TECHNICAL DATA PUBLICATIONS RG -933, 934, 934A AND 936. 3. ALL FRAMING MEMBERS SHOULD BE HORIZONTALLY ALIGNED, PLUMB AND LEVEL EXCEPT WHERE REQUIRED TO SLOPE. 4. BOTH FLANGES OF STUDS SHOULD BE ATTACHED TO THE TOP AND BOTTOM TRACK WITH SCREWS OR AN APPROVED FASTENER. 5. SPLICES IN FRAMING MEMBERS SHOULD NOT BE PERMITTED. 6. THE USE OF MEMBERS WITH STANDARD MANUFACTURERS WEB PUNCH -OUTS IS ACCEPTABLE. THE LOCATION OF THESE PUNCH -OUTS SHOULD BE COORDINATED WITH LOAD, BRACING AND UTILITY REQUIREMENTS. 7. WEB PUNCH -OUTS OR WEB OPENINGS SHOULD NOT BE LOCATED AT BEARING POINTS FOR STUDS, JOISTS, RAFTERS AND TRUSSES WITHOUT SPECIAL REINFORCEMENTS. 8. WEB OPENING SHOULD NOT EXCEED THE DIMENSION OF THE MANUFACTURERS STANDARD PUNCH -OUT OR THE PROVISIONS IN THE AISI SPECIFICATIONS. 9. PENETRATION OF SCREW THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN 3 EXPOSED THREADS. 10. FASTENERS SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 11. ADEQUATE BRACING SHOULD BE PROVIDED FOR ALL BUILDING SYSTEMS UNTIL LATERAL STABILITY SYSTEMS (I.E.: SHEARWALLS OR BRACED FRAMES) HAVE BEEN INSTALLED AND ANCHORAGE IS COMPLETE. 12. ADEQUATE BRACING IS RECOMMENDED FOR BOTH CHORDS OR FLANGES OF MEMBERS UNTIL SHEATHING HAS BEEN INSTALLED, WHERE SHEATHING IS APPLIED TO ONE SIDE ONLY, THE REQUIRED BRACING SHOULD BE PERMANENTLY INSTALLED ON THE UNSHEATHED FACE. 13. TEMPORARY BRACING SHOULD BE PROVIDED AND LEFT IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. 14. BLOCKING MAY BE A SECTION OF STUD, JOIST OR TRACK WHICH IS THE FULL DEPTH OF THE FRAMING MEMBER THAT IS BEING BLOCKED. AND SHOULD FIT TIGHTLY BETWEEN THE MEMBERS. BLOCKING SHOULD BE ANCHORED AT EACH END. 15. BRIDGING MAY CONSIST OF BLOCKING, FLAT STRAP, CHANNEL STOCK OR A PROPRIETARY BRIDGING SYSTEM. BRIDGING SHOULD BE PLACED DIAGONALLY BETWEEN OPPOSITE FLANGES OF FRAMING MEMBERS OR RUN FLANGE ALONG THE SAME FACE OF THE FRAMING MEMBERS. 16. WIRE TIED BRIDGING SHOULD NOT BE PERMITTED. 17. ALL STEEL COMPONENTS AND ACCESSORIES IN EXTERIOR WALLS, ROOFS. FLOORS OVER CRAWL SPACES OR IN HIGH HUMIDITY AREAS SHOULD HOT -DIPPED GALVANIZED OR ALUMINUM -ZINC COATED CO -POLYMER OR CADIUM COATINGS CAN ALSO BE USED FOR FASTENERS. 18. BACK BLOCKING FOR WALL MOUNTED ASSEMBLIES SHOULD BE MADE FROM FLAT STOCK OR TRACK OR STUD SECTIONS WITH FLANGES NOTCHED AT THE LOCATION OF STUDS TO ALLOW FOR CONNECTIONS TO THE STUDS. 19. STEEL FRAMING MEMBERS SHALL BE CUT WITH A SAW OR SHEAR, TORCH CUTTING OF THE ENDS OF COMPRESSION MEMBERS IN AXIAL BEARING CONNECTIONS IS NOT ALLOWED. 20. SHEATHING MATERIALS FOR SHEARWALLS OR DIAPHRAMS SHOULD EXTEND AND BE CONNECTED TO CHORD MEMBERS (I.E.: TOP AND BOTTOM WALL TRACK) 21. INSTALL INSULATION WITHIN ALL HEADERS PRIOR TO INSTALLATION. 22. DRYWALL NOTES: DRYWALL SHALL BE ATTACHED WITH HIL11 KWIK PRO SCREWS SCREWS PER ICC -ESR 2196 (#6x17¢" FOR XZ" DRYWALL) 0 6" 0.C. 0 ALL PANEL EDGES AND FIELD SCREWS SHALL HAVE 7¢" MIN EDGE DISTANCE AT PANEL EDGES (SCREWS SHALL PENETRATE THROUGH STEEL MEMBERS x 7i" MIN). 23. ALL SCREWS SHALL BE HILT! KWIK PRO SELF DRILLING SCREWS PER ICC -ESR REPORT 2196 OR APPROVED EQUAL 24. ALL METAL FRAMING SHALL MEET OR EXCEED A.I.SI. AND IBC STANDARDS FOR COLD ROLLED FORMED STEEL YIELD STRESSES F 50,000 PSL 25. ALL WALLS TO BE FASTENED TO CONCRETE SLAB WITH HILT! LOW VELOCITY X UNIVERSAL POWDER DRIVEN FASTENERS PER ICC -ESR 2269 OR APPROVED EQUAL PER PLANS. 19. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (SIM.) CONDITIONS THAT ARE SHOWN OR CALLED FOR. 20. ASTM DESIGNATIONS AND STANDARDS, AND LC.C.-E.S. REPORTS, REFER TO THE LATEST AMENDMENTS. 21. ONLY. "APPROVED AND PERMITTED" STRUCTURAL WORKING DRWINGS (AND ALL OTHER CONSTRUCTION DOCUMENTS) ARE PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. ALL OTHER DRAWINGS ARE OBSOLETE AND ARE NOT PERMITTED ON THE JOB SITE, NOR SHALL THEY BE USED FOR ANY CONSTRUCTION PURPOSES (INCLUDING THE CALCULATION OF ALL FINAL ESTIMATES AND BIDS). ANY CONTRACTOR USING UNAPPROVED DRAWINGS WILL BE HELD SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN ACCORDANCE WITH THE "APPROVED" DRAWINGS. SPECIAL INSPECTION AND MATERIALS TESTING THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTORS DUTIES ARE DESCRIBED IN 2009 I.B.C. 1704.1, 1704.1.1, 1704.1.2, 1704.3„ 1704.3.1, AND TABLE 1704.3 (OR APPLICABLE CODE SECTIONS) DOCUMENTED METHODS AND PROCEDURES SHALL BE USED FOR INSPECTION AND TESTING REQUIRED OF CONTRACTURAL DOCUMENTS, AND FOR ESTABLISHING ACCEPTANCE CRITERIA. ALL INSTRUCTIONS, STANDARDS, PROCEDURES, CHECKLISTS RELEVANT TO THE WORK WILL BE KEPT UP TO DATE AND READILY AVAILABLE FOR USE. NO INSPECTION OR TEST WILL BE PERFORMED IF THE SAFETY OF INSPECTION PERSONNEL IS IN QUESTION DUE TO JOBSITE CONDITIONS. PRIOR TO PROJECT COMMENCEMENTS, THE G.C. WILL CONFER NTH AND OBTAIN THE APPROVAL FROM THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD REGARDING THE INSPECTION AND TESTING PROCEDURES OR SPECIFICATIONS INCLUDING ANY APPROPRIATE ASTM METHODS, CODE REQIUREMENTS OR PROJECT SPECIFICATION REQUIREMENTS. AT THE START OF AND DURING EACH INSPECTION OF THE PROJECT TO ASCERTAIN PROPOSED CONFORMITY OF MATERIALS, PERSONNEL QUALIFICATIONS, AS REQUIRED, AND PROCEDURES WITH APPLICABLE CODES, PLANS, AND SPECIFICATIONS. 1. ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB -CONTRACTOR, PER 2009 I.B.C. SECTION 109.4. THE OWNER OR OWNERS AGENT SHALL RECOMMEND THE INSPECTOR. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENGINEER OF RECORD. ACCEPTANCE OF THE DEPUTY INSPECTOR SHALL BE PROVIDED BY WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ACCREDITATION TO ASTM E -329-95C, STANDARD SPECIFICATIONS FOR AGENCIES ENGAGED IN THE TESTING AND/OR INSPECTION OF MATERIALS USED IN CONSTRUCTION, IS PREFERRED. Z ALL TESTS SHALL BE PERFORMED BY THE EOR APPROVED TESTING LABORATORY CERTIFIED IN THE MUNICAPLITY THAT THE WORK IS TO BE DONE. COPIES OF THE TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THE ENGINEER OF RECORD (EOR) IN ADDITION TO OTHER NORMAL DISTRIBUTIONS, WITHIN TWO DAYS OF THE TEST. IN THE CASE OF DESCREPANCIES OR DEFICIENCIES,. THE SPECIAL INSPECTION AGENCY SHALL IMMEDIATELY NOTIFY THE EOR. TESTING FREQUENCY SHALL BE PER APPLICABLE STRUCTURAL STEEL WELDING CODES AND STANDARDS AND ARE PART OF THIS SPECIFICATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND/OR INSPECTION FIRM WITH A CONSTRUCTION SCHEDULE TO FACILITATE THE PROPER COORDINATION. 4. THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE ENGINEER AT A MINIMUM PER WEEK FREQUENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY BOTH HE AND HIS SUPERVISOR, STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE WORKMANSHIP PROVISIONS OF THE 2009 I.B.C. 5. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 6.SPECIAL INSPECTION REPORTS THESE REPORTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING INFORMATION: A. PERMIT NUMBER B. NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF THE GOVERNING MUNICIPALITY C. SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE NUMBER D. UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. E. CLIENT NAME AND ADDRESS F. NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, AND OTHER DESIGNERS OR ENGINEERS APPLICABLE TO THE PROJECT G. DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED H. ANY UNRESOLVED DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO OR FROM THE APPROVED DRAWINGS AND SPECIFICATIONS RELEVANT TO THE SPECIFIC INSPECTION OR TEST. I. COMPLIANCE FINDINGS AND REFERENCE J. DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS PERFORMED WITHIN THE PROJECT K. TIME AND DATE OF THE INSPECTION. L. MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS SUPPORTED BY TABLES, GRAPHS, SKETCHES, OR PHOTOGRAPHS AS APPROPRIATE M. THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS APPROPRIATE, OF THE FIELD INSPECTOR PERFORMING THE INSPECTION N. IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT TESTS OR PARTS OF TESTS 7. TEST REPORTS LABORATORY TESTS AND MILL CERTIFICATIONS ARE REQUIRED TO BE SUBMITTED TO THE ENGINEER OF RECORD. THESE REPORTS SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: 1. CONCRETE CYLINDERS (IF APPLIES) 2. REINFORCING STEEL (IF APPLIES) 3. STRUCTURAL STEEL (IF APPLIES) 4. CONCRETE MIXES (IF APPLIES) 5. CONCRETE ANCHORS (IF APPLIES) 8. SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR FROM AN ACCREDITED, EOR APPROVED INSPECTION AGENCY AND WITH THE APPROPRIATE CURRENT MUNICIPAL LICENSES AND CERTIFICATIONS SHALL BE REQUIRED FOR THE TYPE OF WORK LISTED BELOW. A. ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION. B. EXPANSION/ADHESIVE ANCHORS IN CONCRETE MASONRY C. FIELD WELDING (4) #12 S.M.S., TYP. AT BRACE 3A" X 20 GA METAL STUDS AT 16' 0.C. (4) #12 S.M.S. Q 3%' X 20 GA METAL STUD BRACES AT 32' 0.C. PROVIDE WEAK AXIS 6' X 20 GA BRIDGING/BLOCKING AT 48" ON CENTER (TYP) 3%' X 20 GA METAL JOISTS AT 16" 0.C. . • 0 39' X 20 GA METAL STUD BRACES AT 32" 0.C. PROVIDE WEAK AXIS 6' X 20 GA BRIDGING/BLOCKING AT 48" ON CENTER (TYP) METAL STUD BRACING (J NO SCALE 3%" X 20 GA METAL JOISTS AT 16" 0.C. 0 0 0 0 (3%' X 20 GA STUDS AT 16' 0.C. (4) #12 S.M.S. SOFFIT FRAMING („„„) NO SCALE 3%'x20GA METAL STUDS AT 16' 0.C. (4) X112 S.M.S. 3%" X 20 GA METAL JOISTS AT 16' O.C. 0 - 0 O 0 METAL JOIST TO METAL STUD NO SCALE STUD TO BAR JOIST CONNECTION TO BE (2) BRACE TO STUD 0.157" DIA X 2" LONG CONNECTION TO BE (4) G.C. TO VERIFY SHOT PINS #12 SMS (TYP) (E) STRUCTURE 3A' X 20 GA BRACES AT 32' 0.C.. PROVIDE WEAK AXIS 6" X 20 GA BRIDGING/BLOCKING AT 48 ON CENTER (TYP) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION STUD BRACING TO STRUCTURE ABOVE If,„3j NO SCALE 22. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT AND ENGINEER A CONSTRUCTION SCHEDULE OUTLINING THE SEQUENCE OF THE CONSTRUCTION EVENTS AND ACTIVITIES (INCLUDING BUILDING DEPARTMENT SUBMITTALS AND PERMIT ACQUISITIONS) PRIOR TO COMMENCING WITH THIS PROJECT. SPLAY BRACE WIRE ▪ 8" (MAX.) OR 1 /4 LEN TH OF DIST. TO FIRST MAIN CROSS TEE MAIN RUNNER ACOUSTICAL PANEL WALL TRIM CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS SUSPENDED CEILING DETAIL ® WALL NOTE: SEISMIC BRACING OF SUSPENDED CEIUNG HAS BEEN DESIGNED PER THE APPLICABLE SECTIONS OF ASCE 7-05 13.5.6.2.2 AND 2009 I.B.C. SECTION 1613.1. THESE DOCUMENTS SHALL BE CONSIDERED AS A PART OF THESE PLANS. 45 MAX. 6" X 20 GA METAL STUD COMPRESSION STRUT BRACING. SECURE TO STRUCTURE ABOVE PER 8/S3.0. MAXIMUM STRUT SPACING = 12'-0" PROVIDE WEAK AXIS BRIDGING/BLOCKING W/6" X 20 GA AT 48" ON CENTER (TYP) SECURE TO CEILING W/(3) #12 SMS • VERTICAL - 12ga HANGER WIRE ® 4'-0"o.c. 45' MAX. DRILL 5/_32" HOLE FOR 1 /8"BOLT AND LOCK - UT AFTER CEILING SYSTEM IS LEVELED 1;4117 4,403 MAIN RUNNER -CROSS TEE SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK 45 MAX. 45' MAX. (3) TURNS MIN. IN 1-1/2" (TYPICAL) NOTES: -L/R = RATIO NOT EXCEED 200 -LAY-IN CEILING SUSPENSION SYSTEM N.T.S. LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS SCREWS PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS FOR 2x DESIGN LOAD OR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 60 LBS.) (4)-12.9g SPLAY WIRES SPLAYED 90 FROM ACHER AND 45 FROM CEILING PLANE MAX WIRE SPACING = 6'-0" O.C. HANGER WIRE ALLOWABLE TENSION 12 170 lbs. 4'-O" o.c. max. 10 300 lbs. 5-O" o.c. max. SEISMIC LOCKING PIN "1",4 :111111%%%%44, MAIN RUNNER CROSS TEE RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER SEISMIC CEILING BRACING DETAIL 1 3 NO SCALE optima design t. 514 288 3952 I f. 514 288 3088 1 www..pdnatdeidgn.com 124 rue McGill 1 suite 3001 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this protect. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF CHECKED BY STAFF 01 DEC 14 '12 ISSUED FDR LANDLORD APPROVAIC❑WAN ISSUED FOE CLIENT APPROVAL 02 03 04 05 No. DATE REVISI❑N BY ARCHITECT DF RECORD! DAVID A. UDKOW WASHINGT❑N LICENSE # 3408 11881 NORTH 113 WAY SC❑TTSDALE, AZ 85259 TEL! 480.614.3385 FAX! 480.614.0209 EMAIL! DAVIDAUDKOW@COX,NET E NGIN E E R OF R E C❑ R D' Greg Riley, P.E., P,En , Structural Engineerng Consultant Washington P.E. License # 36245 785 Tucker Road Suite 'G' P.M.B. 552 Phone! <805) 630-6619 grileype@aol.com GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 S❑UTHCENTER MALL SEATTLE, WA 98188 TITLE STRUCTURAL NOTES AND DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No, 12-679 DWG. No. S1 - TO PREVENT GHOSI1NG (UNWANTED MOVEMENT) & TO ENSURE THE MOBILE SYSTEM MOVES FREELY THE TRACK SUPPORT MUST BE MOUNTED ON A LEVEL SURFACE. A COMBINATION OF WOOD & RUBBER SHIMS ARE USED TO LEVEL THE FLOOR. WALL WOOD SHIM GH POINT RUBBER SHIM USE COMBINATION OF WOOD & RUBBER SHIMS TO CREATE A LEVEL SURFACE FLOOR (SHOWN EXAGGERATED) SLOW POINT — WHEN CONNECTING TWO SECTIONS OF TRACK SUPPORT TWO STEEL SPRING PINS MUST BE INSERTED TO PREVENT THE TRACK FROM FLEXING. — THE JOINS IN THE TRACK SUPPORT & THE JOINS IN THE TRACK SHOULD NOT OVERLAP THEY MUST BE STAGGERED. — TWO CONTINUOUS STEEL STRIPS ARE INSERTED INTO THE TRACK TO PROVIDE THE RIDING NOTE THAT THE STEEL STRIP IS SHORTER THAN THE TRACK TO LEAVE ROOM FOR AN — SCREW IS TO GO THROUGH THE END STOP AND RIGHT INTO THE TRACK. ALUMINUM TRACK iC" THREADED SCREW ON11N000S STEEL STRIP INSERT 4kSTEEL SPRING PIN / 16 GA. END PLATE 3" ROUND HEAD SCREW ALUMINUM TRACK SUPPORT END VIEW — WHEN CONNECTING TWO SECTIONS OF TRACK SUPPORT FOUR STEEL SPRING PINS MUST BE INSERTED TO PREVENT THE TRACK FROM FLEXING. — THE JOINS IN THE TRACK SUPPORT & THE JOINS IN THE TRACK SHOULD NOT OVERLAP THE MUST BE STAGGERED. - TWO CONTINUOUS STEEL STRIPS ARE INSERTED INTO THE TRACK TO PROVIDE THE RI — NOTE THAT THE STEEL STRIP IS SHORTER THAN THE TRACK TO LEAVE ROOM FO- — SCREW IS TO GO THROUGH THE END STOP AND RIGHT INTO THE TRACK. ALUMINUM TRACK " THREADED SCREW CONTINUOUS STEEL STRIP INSERT 16 GA. END PLATE 3" ROUND HEAD SCREW - \lio ANTI—TIP ALUMINUM TRACK SUPPORT END VIEW TRACK LEVELING DETAIL 1 TRACK,TRACK SUPPORT AND END STOP DETAIL 2 TRACK, ANTI TIP TRACK SUPPORT AND END STOP DETAIL 3 — TRACK SUPPORT IS ANCHORED AS SHOWN APPROXIMATELY EVERY 12". ALUMINUM TRACK 1i" HEX HEAD CONCRETE SCREW ALUMINUM TRACK SUPPORT FLOOR/ — CARRIAGE MAY OR MAY NOT HAVE MIDDLE RAILS DEPENDING ON SIZE AND LOADING. GP MIDDLE RAIL OF REQ'D) 11111111111111111 SIDE RAIL MIDDLE PLATE OF REQ'D) r,JJ " LOCK WASHER / RUBBER BUMPER i" x 23" GRADE 5 BOLT 2 REQ'D PER CARRIAGE #14 x i" HEX HEAD TEK SCREW END RAIL t CORNER BRACKET �� 4 REQ'D PER CARRIAGE �A g" LOCK WASHER "x2 • GRADE 5 BOLT END RAIL ALIGN HOLES IN BRACKET WITH HOLES IN BRAKE ASSEMBLY USE BRACKET TO CENTRE BRAKE ASSEMBLY ON MOBILE END SECURE BRAKE ASSEMBLY TO THE CARRIAGE _7 WITH SELF DRILLING TEK SCREWS TRACK SUPPORT ANCHORING , DETAIL 4 CARRIAGE ASSEMBLY DETAIL 5 MOBILE BRAKE ATTACHMENT DETAIL 6 — SHELVING IS TO BE ATTACHED TO THE MOBILE CARRIAGE ON ALL FOUR CORNERS AND AT ANY MIDDLE PLATES USING #14 x 3/4" TEK SCREWS. ANTI -11P BRACKET AN11-11P TRACK SUPPORT FLOO ANTI TIP BRACKET IN TRACK SUPPORT DETAIL SHELVING TO MOBILE CARRAIGE ATTACHMENT DETAIL ATTACH HANDLE ON EACH OUTSIDE POST APPROXIMATELY 4V ABOVE GROUND LEVEL SEPARATE iii) PERIviTT Ata APPROVAL REQUIRED MOBILE CARRIAGE HANDLE ATTACHMENT DETAIL RECEIVED CITY OF TUKWILA JAN 0 2 2613 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 31188 I www..pdma-desIgn.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF CHECKED BY STAFF 01 DEC 14 '12 ISSUED FOR LANDLORD APPR❑VAIL❑WAN ISSUED FOE CLIENT APPROVAL 02 03 04 05 No. DATE REVISI❑N BY ARCHITECT OF RECORD' DAVID A, UDK❑W WASHINGT❑N LICENSE # 3408 11881 NORTH 113 WAY SC❑TTSDALE, AZ 85259 TEL, 480.614.3385 FAX, 480.614.0209 EMAIL, DAVIDAUDK❑W@C❑X.NET ENGINEER OF REC❑RD, Greg Riley, P.E. P.En . Structural Engineerng Consultant Washington P.E. License # 36245 785 Tucker Road Suite 'G' P.M.B. 552 Phone' (805) 630-6619 grileype@aol.cofn GARAGE GARAGE STORE # 368 S❑UTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE SHELVING ANTI TIP DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN" DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. SH1 optima design t. 514 288 3952 1 f. 514 288 3088 1 www..ptima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN RSVP 02 03 04 l 05 I •SCULE ELECTfleAL 'ES ': LSRILITY /-' EALE, LANDLORD FIRE PROTEGTION GONTRAGTO MECHANICAL GONTRAGTO U 0. § —O w W 0 LANDLORD FIRE PROTEGTION CONTRACTOR MEGHANIGAL CONTRACTOR PLUMBING CONTRACTOR ELECTRICAL CONTRACTOR OWNER o z FIRE PROTEGTION NTRAGTOR MECHANICAL �NTRAGTOR PLUMBING ONTRAGTOR 00 z w S w O z EXISTING FURNISH INSTALL 00 0N u_ INSTALL FURNISH INSTALL >L INSTALL FURNISH INSTALL = ti) u_ INSTALL "I REMARKS z Z w w INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL REMARKS z z w FURNISH INSTALL FURNISH INSTALL N >L INSTALL w INSTALL FURNI5H INSTALL FURNISH INSTALL REMARKS FIRE PROTECTIONA �tV G ELEGTRI GAL GENERALRA GENE L GENERAL SUSMIT SIGI,IED 4 SEALED FIRE PROTECTION. DRAWINGS 4 HYDRAULIC TOLOCAL.AUTHORITY CALCULATIONS• 0 MECHANICAL PERMIT • ELECTRICAL PERMIT 4 INSPECTIONS FIRE PROTECTION PERMIT 4 INSPECTIONS 0 DEMOLITION PROVIDE 4 MAINTAIN 24 HR. TEMP. POWER. 4 LIGHITNG 0 FIRE EXTINGUISHERS • • - PROVIDE A MINIMUM U OF3 UNITS EQUIPMENT DEMOLITION O DEMOLITION RVI E ENTRANCE , FIRE PROTEGTION SE G CONTROLS -DEMOLITION • ELECTRICAL SERVICE DEMOLITION 4 VALVES ETG. REQUIRED ALL FLOW SWITCHES 05 Y • • DUCTWORK 4 AIR DEVICES DEMOLITION • ELECTRICAL GEAR DEMOLITION • LABELS ON ALL VALVES IDENTIFYING USE • • : HVAG SYSTEMS SECONDARY WIRING 4 CONDUIT DEMOLITION • POINT OF CONNECTION IN TENANT SPAGE • 0 AIR HANDLING UNITS.. • LIGHTING DEMOLITION • TO COORDINATE INATE MALL SYSTEM SIVT-OFF 4 DRAIN DO14I WITH FIRE DEPARTMENT CONNECTIONS LANDLORD EQUIPMENT IDENTIFIGAT ION/STENCILING • ELECTRICAL DEVICE DEMOLITION •` VIBRATION ISOLATORS • ELECTRICAL SERVICE SPRINKLERS SEISMIC RESTRAINTS • 277/480 CONGEALED' SPRINKLERS W/GOVER PLATES • 0 EQUIPMENT BASES • 120/208 VOLT, 5PH SERVICE 0 S WITH WIRE GAGES UPRIGHT HEADS • • ATTURNOVER NEW PLEATED AIR FILTERS STORE • • OVERGURRENT PROTECTION • • FROM LL BUSWAY TO TENANT SPAGE SPRINKLER PIPING AIR COOLED CONDENSING UNITS • MAIN DISCONNECTFROM LL BUSWAY TO TENANT SPACE SPRINKLER PIPING IDENTIFICATION • • ROOFTOP EQUIPMENT CURBS • • . FROM .. � • . 'E.G. TO EXTEND A5 REQUIRED APPROVED FIRE STOPS AT RATED ASSEMBLIES 0 0 REFRIGERANT PIPING • ADJUSTABLE DROPS AT ALL CONGEALED HEADS 0 0 REFRIGERANT PIPING INSULATION • ELEGTRIG METER • 0 REFRIGERANT PIPING HANGERS 4 SUPPORTS • ELEGTRIG METER BASE 0 GONDENSATE PIPING • CURRENT TRANSFORMERS • SUBMITTALS GONDENSATE INSULATION • MAIN PANELBOARD IN SPAGE (208V, 30 OR 480V, 30) 0 0 SHOP DRAWINGS WITH LIGHTING 4 MEGHANIGAL LOGATIONS 0 GONDENSATE PIPING HANGERS 4 SUPPORTS • PRIMARY WIRING 4 CONDUIT FROM TRANSFORMER • • HYDRAULIGALLY TEST ALL SPRINKLER PIPING • 0 PIPING IDENTIFIGATION • DRY -TYPE TRANSFORMER • • GONTROLS (THERMOSTATS 4 SENSORS) • SECONDARY WIRING 4 GON UIT FROM TRANSFORMER •I • L UR/LANG RESPONS1: !TY STHEDULE CONTROL WIRING • 120/208 VOLT, 3PH PANELBOARDS • • GONTROL BOXES 4 EMPTY CONDUIT W/ PULL STRINGS • LANDLORD FIRE OTEGTION 4TRAGTO FMECHANICAL ONTRAGTO PLUMSW6 ONTRAGTO ELECTRICAL GONTRAGTO a.' ELECTRIG.HEAT TERMINALS TIME GLOGK 0 K 0 CEILING UNIT HEATERS • GADWELD GROUNDING • WALL UNIT HEATERS • N/A FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL INSTALL INSTALL FURNISH INSTALL APPROVED FIRE STOPS AT RATED ASSEMBLIES 0 0 z = to i CONTROLS (THERMOSTATS 4 SENSORS) • • ' EXTEND LANDLORD'S CONDUIT AS REQUIRED 0 0 z zCONTROL to w WIRING • • BRANCH CIRCUITING u_ � REMARKS GONTROL BOXES 4 EMPTY CONDUIT W/ PULL STRINGS • • ALL BRANCH WIRING 4 CONDUIT • 0 PLUMBING VAV SYSTEMS ELECTRICAL CONNECTIONS TO HVAG EQUIPMENT 0 • GENERAL VAV BOXES • ROOF PENETRATIONS FOR ELECTRICAL THROUGH ROOF • PLUMBING PERMIT 4 INSPECTIONS • VAV BOXES WITH ELECTRIC HEAT • APPROVED FIRE STOPS AT RATED ASSEMBLIES • TEMPORARY SYSTEM SHUT DOWNS WT BOXES • CONDUIT WITH PULL STRINGS FOR TELEPHONE 4 DATA • • PLUMBING DEMOLITION • EQUIPMENT I DENT IF I GATI ON/STENCIL I NG • CONDUIT WITH PULL STRING FOR SECURITY NATURAL GAS PIPING. " VIBRATION ISOLATORS • CONCRETE SLAB TRENCHING FOR IN -SLAB CONDUITS • NATURAL GAS METER 4 VALVES. • SEISMIC RESTRAINTS • PATCH A5 NEEDED FOR CONCRETE SLAB TRENCHING 0 NATURAL GAS PIPING FROM METER TO HVAG UNITS 0 CONTROLS (THERMOSTATS 4 SENSORS) 1ELECTRICAL DEVICES ALL VALVES, KEYS, MANIFOLDS 4 TESTING 0 USE LANDLORD APPROVED ROOF SLEEPERS ON ROOF GONTROL WIRING • ELECTRICAL REGEPTAGLES 0 0 BRASS TAG ON MANIFOLD IDENTIFYING SPAGE SERVED CONTROL BOXES 4 EMPTY CONDUIT PULL STRINGS GO L W/ • TELEPHONE DATA • • • ACCESS • '- PANELS JUNCTION BOXES • • PAINT NATURAL GAS PIPING EXPOSED TO ELEMENTS • FANS 4 VENTILATORS COVER PLATES • • DOMESTIC WATER PIPING • ALL ROOF WORK SHALL BERMED BY LANDLORD APPROVED TOILET EXHAUST FANS ROOF PENETRATIONS FOR ELECTRICAL THROUGH ROOF 0 ROOFING CONTRACTOR AT CONTRACTORS EXPENSE HOT 4 GOLD WATER PIPING • SMOKE EVACUATION FANS • APPROVED FIRE STOPS AT RATED ASSEMBLIES 0 HOT 4 GOLD WATER PIPING INSULATION • MOUNTED 1 ROOF EXHAUST GAP LIGHTING PIPING SUPPORTS 4 ANCHORS 1 ROOF GURB 411LUMINAIRES • SEE E2.0 LIGHTING SCHEDULE FOR RESPONSIBILITY PIPING IDENTIFICATION 1 EQUIPMENT IDENTIFICATION/STENCILING •SIC6NAGE J -BOX FOR EXTERIOR SIGNAGE • • PROVIDED BY OTHERS APPROVED FIRE STOPS AT RATED ASSEMBLIES 1 VIBRATION ISOLATORS • FINAL POWER GONNEGTION TO NEW LUMINAIRES 0 • PIPE SLEEVES • SEISMIC RESTRAINTS • CEILING FIXTURE 'TENTING' AT RATED ASSEMBLIES 0 GORE BORING OF EXISTING FLOOR SLAB • CONTROLS • REL/MP ALL TRACK LAMPS THE WEEK OF STORE TURNOVER • • SAW GUTTING 4 PATCHING OF EXISTING FLOOR SLAB • ACCESS PANELS • HOT WATER HEATER WITH ALL AGGESSOR1E5 • EFFLUX FIXTURES IN CABINETS • • DOMESTIC WATER METER • DUGTWORK 4 AGGESSORIES REDUCED PRESSURE BACKFLOW PREVENTER • SHEET METAL DUCTWORK • • • SHUT OFF VALVES AT EACH PLUMBING FIXTURE • REVIEWED FOR ALUMINUM DUCTWORK 1 AUDIO SYSTEM CODE COMPL ANCE COMPLETE TESTING 4 FLUSH OUT AS REQUIRED • 1111® FLEX DUCT 0 • SPEAKERS 0 • APPROVED ALL REQUIRED ESCUTCHEONS • DUCT INSULATION • • CONDUIT 4 WIRING • 0 MAR 08 2013 SANITARY 4 VENT SYSTEMS : INTERNAL LINING • WALL BOXES • • 4" CAST IRON SEWER GONNEGTT=D TO EXISTING UNDERGROUND 0 ALL REQUIRED FIRE STOPS • • • STEREO RECEIVER 4 OTHER EQUIPMENT • • City Tukwila SANITARY VENT CONNECTION TO EXISTING VENT MAIN 0 of DUET HANGERS 4 SUPPORTS • • • SPEAKER LINE TESTING 4 SYSTEM PERFORMANCE • • BUILDING DIVISION 3 SANITARY VENT THROUGH ROOF 0 • DUGT MOUNTED SMOKE DETECTORS FIRE ALARM SYSTEM TRAP PRIMER ON FLOOR DRAINS • MOTOR OPERATED DAMPERS (SUPPLY) • PULL STATIONS •` 0 FLOOR GLEANOUTS • MOTOR OPERATED DAMPERS (OUTSIDE AIR) • SMOKE DETECTORS (INCLUDING DUCT MOUNTED SMOKE •• ' FIELD VERIFY ACTUAL REQUIREMENTS WALL GLEANOUTS • DE-rEGroRs) MOTOR OPERATED DAMPERS (RELEIF AIR) • AN ALARM DEVICES 0 '• FIELD VERIFY AGTUAL REQUIREMENTS PLUMBING FIXTURES PER DRAWINGS • MOTOR OPERATED DAMPERS (SMOKE EXHAUST) • CONDUIT 4 FIRE ALARM WIRING • 0 FIELD VERIFY ACTUAL REQUIREMENTS ALL REQUIRED ESCUTCHEONS • VOLUME DAMPERS • • FIRE ALARM GONTROL PANEL 0 • FIELD VERIFY ACTUAL REQUIREMENTS ON WASTE PIPING BELOW LAVATORIES INSULATIONFIRE •' DAMPERS O FIRE ALARM ANNUNGUATION PANEL • 0 FIELD VERIFY ACTUAL REQUIREMENTS PLUMBING FIXTURES ACCESS PANELS • FINAL CONNECTIONS TO MALL'S FIRE ALARM SYSTEM 0 FIELD VERIFY ACTUAL REQUIREMENTS . COMPLETESCHEDULED AGGESSORIES ON FIXTURES AIR TERMINAL DEVIGES ALL REQUIRED TESTING 0 FIELD VERIFY ACTUAL REQUIREMENTS . WATERCLOSET • CEILING DIFFUSERS • • FIRE ALARM PERMIT 4 GERTIFIGATIONS • FIELD VERIFY AGTUAL REQUIREMENTS LAVATORY • LINEAR DIFFUSERS • SUBMITTALS DRINKING FOUNTAIN • REGISTERS • • SHOP DRAWINGS A5 SPECIFIED • SERVICE SINK • GRILLES • • EXHAUST GRILLES • • SUBMITTALS RECEIVED H EQUIPMENT SHOP DRAWINGS HVAG • Y OF TUKWILA CITY HVAG GOORDINATION DRAWINGS 1 4......._ to) . JAN 0 2 2013 CERTIFIED AIR BALANCE REPORT • CERTIFIED HYDRONIG BALANCE REPORT • PER 1T CENTER � optima design t. 514 288 3952 1 f. 514 288 3088 1 www..ptima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN RSVP 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ENGINEERING RESP❑NSIBLITY SCHEDULE SPACE No 1135 AREA : 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. RSVP NOTE: ■111111111111101111Emma11111E= .111=1111111111111111111111 NM_ ,11111111111111111111111 iiiiiiiiiiiiii1111111 moommum ALL FULL RECESS SPRINKLER GAPS SHALL BE WHITE IN DOLOR AT THE 1NHI TE DORMER AND F I TTI NS ROOMS, ALL OTHERS SHALL BE BLACK. OCCUPANT NOTIFICATION DEVICES TIED TO THE MALL'S ALARM SYSTEM ARE REQUIRED. SHOP DRAWINGS ARE TO BE SUBMITTED FOR REVIEW/APPROVAL TO THE LOCAL FIRE JURISDICTION AUTHORITY PRIOR TO INSTALLATION. NOTE: SECTION 15950 WET SPRINKLER PIPING SYSTEM PART 1 — GENERAL A, GC TO PROVIDE ARE EXTINGUISHERS WITH MINIMUM 2A1OBC RATING. QUANTITY AND EXACT LOCATION TO BE WITH IN FIELD WITH OWNER AND FIRE MARSHALL. (MAXIMUM 75' TRAVEL DISTANCE BETWEEN EACH UNIT). DESIGN INTENT STATEMENT FIRE PROTECTION PLAN IS PROVIDED FOR DESIGN INTENT PURPOSES ONLY. FIRE PROTEGTION CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ANY NEW SYSTEMS PER REQUIREMENTS OF LANDLORD AND LOGAL GOVERNING AGENCIES. FIRE PROTECTION CONTRACTOR SMALL PREPARE AND SUBMIT CERTIFIED SHOP DRAWINGS OF THE SYSTEMS A5 REQUIRED FOR ALL NECESSARY APPROVALS PRIOR TO FABRICATION AND INSTALLATION. ALLO WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 101 AND IN GOMPLIANGE WITH ANY OTHER REGULATIONS HAVING JURISDICTION. INLGUDING ANY SPECIAL REQUIREMENTS OF FIRE PROTEGTION PROGRAM FOR DOLPHIN MALL AS PREPARED BY SGHIRMER ENGINEERING 12/2a/a7 AND REVISED 10/25/2005. REQUIREMENTS THIS CONTRACTOR MUST USE AN OWNER APPROVED FIRE PROTECTION CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK, ALL COSTS MUST BE INCLUDED IN -THIS CONTRACTORS BID. FIRE PROTECTI❑N CONTRACTOR MUST COMPLY . WITH ALL SECTIONS OF THIS SPECIFICATI❑N AND INCLUDE SAME IN' -BID. THE. SPRINKLER CONTRACTOR. SHALL BE A LICENSED, AUTHORIZED INSTALLER OF SPRINKLER SYSTEMS AND SHALL HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE IN THE INSTALLATI❑N OF SPRINKLER SYSTEMS. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR SHALL VISIT THE 'SITE AND FULLY FAMILIARIZE HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING' BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT. LAYOUT AND NEW LIGHTING FIXTURESAND HUNG CEILING HEIGHTS AND BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HIS BID, SUBMISSI❑N OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATI❑N HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED- FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATI❑N BEEN MADE. C. THIS CONTRACTOR SHALL 'FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES' NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER' SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITI❑NS, TO INCLUDE, BUT NOT -BE LIMITED TO THE F❑LL❑WING 1. INSTALLATION ❑F NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH EXISTING C❑NDITI❑NS, NFPA-13, LOCAL CODES, -OWNER'S CRITERIA, AND INSURANCE GENERAL FULLY REGESSED SPRINKLER HEAD SEMI RECESSED SPRINKLER HEAD. BRASS PENDANT SPRINKLER HEAD 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3, TAPS, RISERS,` LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM, DESIGN DRAWINGS, HYDRAULIC CALCULATI❑NS, SUBMITTALS AND APPROVALS, PERMITS, FEES, AND CHARGES, 6. TESTS AND TEST CERTIFICATES. D. UPON,` REVIEW OF SPRINKLER DRAWINGS PRI❑R TO SUBMITTING HIS PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INF❑RM ARCHITECT AND/OR ENGINEER' OF ANY DISCREPANCIES OR REQUEST CLARIFICATI❑N IN WRITING. - IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE'A COMPLETE SPRINKLER INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD' SUCH PROCEDURE NOT BE F❑LL❑WED, 1. REL❑CATI❑N OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. FIRE EXTINGUISHER D13 -OGS RECEIVED CITY OF TUKWILA JAN 01 2013 PERMIT CENTER BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PR❑TECTI❑N SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFR❑NTATI❑NS. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT CALCULATI❑NS TO C❑NSTRUCTI❑N MANAGER UPON REQUEST OR REWORK SYSTEM TO SATISFACTI❑N. D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATI❑N OF WORK. SCALED DIMENSI❑NS SHALL NOT BE USED. ANY DIMENSIONS .NOT SHOWN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT L❑CATIONS, MOUNTING HEIGHTS, ETC,, REFER TO ARCHITECTURAL DRAWINGS AND DETAILS, ALL DIMENSI❑NS, ETC.; SHALL BE VERIFIED BY FIELD CHECK. 2.03 SPRINKLER HEADS A. ALL SPRINKLER HEADS SHALL BE NEW. HEADS SHALL BE U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GEM, CENTRAL SPRINKLER' CO, GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165°F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL C❑DES, C,PP COLOR ALL SPRINKLER HEADS ARE TO HAVE A FACTORY APPLIED C❑ FINISH. VERIFY HEAD TYPES AND COLORS WITH CONSTRUCTION MANAGER _AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOW SI 1. DRYWALL CEILINGS AND SOFFITS+ RECESSED PENDANT HEAD WITH WHITE COVER PLATE. (SEE SPECIAL NOTE) F. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE BUILDING OWNER, WITH OTHER CONTRACTORS AND WITH THE CLIENT, G, NECESSARY SHUT—DOWNS OF BASE BUILDING SPRINKLER SYSTEM MUST BE COORDINATED WITH THE BUILDING OWNER AND CLIENT. SHUT—DOWNS OF BASE BUILDING SYSTEMS SHALL TAKE PLACE AFTER OR BEFORE NORMAL BUSINESS HOURS AND SHALL BE CONSIDERED OVERTIME WORK. 1.02 WORK INCLUDED A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND INSTALLED FOR THE CLIENT. 1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LOCAL CITY BUILDING CODE. IN ADDITI❑N TO THE PORT AUTHORITY C❑NSTRUCTI❑N REVIEW MANUAL. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED. B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE L❑CATI❑NS INDICATED ON THE PLANS, AND SHALL BE INSTALLED WITH NO TOLERANCE FROM THE CENTER OF CEILING TILE. THE SPRINKLER CONTRACTOR SHALL C❑ORDINATE HIS WORK WITH EXISTINGCONDITIONS AND WITH WORK OF ALL OTHER CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES BEFORE INSTALLATI❑N OF THE SPRINKLER SYSTEM. C. SPRINKLER SYSTEM SHALL BEI L A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE NATI❑NAL FIRE PR❑TECTI❑N ASS❑CIATI❑N, THE LOCAL CITY BUILDING CODE. THE SPRINKLER SYSTEM SHALL BE ORDINARY HAZARD (GROUP -1) CLASSIFICATI❑N WITH DENSITY-0.25GPM/SQFT OVER 3000 OF HYDRAULIC REMOTE AREA. 2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING OR PROPOSED. PART 2 — MATERIALS 2.01 GENERAL A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, SPRINKLER HEADS, HANGERS K ITEMS SUPPORTS, ALSO MISCELLANE❑US W ❑R I EMS SUCH AS, SIGNS AS REQUIRED, VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE, SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. B. ALL PIPE FITTINGS, HANGERS, SUPPORTS; SPRINKLER HEADS, ETC., SHALL CONFORM TO THE LOCAL BUILDING CODE AND NATI❑NAL FIRE PR❑TECTI❑N ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS, ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO FACE OR FLUSH BUSHING SHALL BE USED. REDUCING FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS. 2.02 SPRINKLER PIPING A. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR .WROUGHT STEEL PIPE. ALL FITTINGS AND FLANGES SHALL BE AMERICAN STANDARD BLACK CAST IR❑N SPRINKLER FITTINGS., FLANGED OR SCREWED AS REQUIRED, DESIGNED AND MANUFACTURED FOR A WATER WORKING PRESSURE OF 175 POUNDS. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FUR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IR❑N FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. VICTUALIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE OWNER, DRYWALL SPRINKLER HEADS- GEM- M❑DEL'TY-300B', FM APPROVED AND UL LISTED, ADJUSTABLE TYPE, HEADS SHALL BE 1/2"' STANDARD ORIFICE' WITH 1/2" NPT THREAD, 165 DEG, TEMPERATURE RATING, K -FACTOR 5.6 DR GREATER, -'PROVIDE WITH 'WHITE ESCUTCHEON C❑VER, INSERTS, HANGERS,; ETC. PR❑VISI❑NS SHOULD BE MADE TO FACILITATE FLUSHING OF THE SYSTEW PIPING BY PROVIDING FLUSHING C❑NNECTI❑NS CONSISTING OF A CAPPED 4" NIPPLE ON THE END OF THE CROSS MAIN, B HANGERS AND THEIR COMPONENTS' SHALL BE FERROUS. HANGERS SHALL BE ADJUSTABLE, FLAT IRON TYPE OR CLEVIS TYPE. G. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON—SYSTEM COMPONENTS, D. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR. E SPRINKLER PIPING SHALL BE SUPPORTED -INDEPENDENTLY OF. THE CEILING SHEATHING. WHEN SPRINKLERI IND IS PIPING INSTALLED BELOW DUCTWORK PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE, NOT FROM THE DUCTWORK, NOT EXCEED BETWEEN HANGERS SHALL N ❑ E CEED 12 FT. FOR 1 AND 1-1/4 IN. SIZES OR 15 FT, FOR SIZES `l-1/2 IN. AND LARGER, EXPANSION SHIELDS FOR SUPPORTING PIPES UNDER CONCRETE CONSTRUCTI❑N' MAY BE USEDIN A H❑RIZ❑NTAL POSITION IN THE SIDES or BEAMS. IN CONCRETE HAVING' GRAVEL OR CRUSHED STONE AGGREGATE, EXPANSION SHIELDS MAY BE USED IN THE VERTICAL POSITION TO SUPPORT PIPES 4 IN. OR LESS IN DIAMETER, SEPARATE PERMIT AND APPROVAL REQUIRED optima design t. 514 288 3952 1 f. 514 288 31188 1 www..ptima-design.com 124 rue McGiII 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION TB Y ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOVII@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL FOR INFORMATION ONLY GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188. TITLE FIRE PRDTECTIDN PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. 1 EXISTING MALL SUPPLY AIR DUCT EG -I (D(TYP Of 11) 50 4iNimiiinlimemillE11111111.1111•1111111111111E... 111. ��i®'u IY (E) 0E) (E15 K 0„„.. 6„,t, 411,4 w-, 41T71r--1 II- F -23 Minal 111111 __ - --�� EMI 1•11M11 111.1®11 IranimMunnail "4' 111111111N. E 111111111MV MI 1111011111111 78 -TB 11 i I MT1 - IMI P1114111PLI 111111111111•11111M1 III il 1111 .III 011111111111111 ,..mmill_m EM1 Ili MiallillillinlittMliiiiiin1011 1 I oral -.---r --El lialhommi um 1 iimi mum m 111111111111111 . II 18-1B1 LEM WM! HEE 1 J1IJkh1L__ -m& TBC �� I� I� LI I�Iii 12 -TBC T, -TBC 1 111 • {ice �� '� I !Iraqi MECHANICAL PLAN SCALE: 3/16" = I' -O" TITUS AIR DISTRIBUTION DEVICE SCHEDULE NOTES : 5. DAMPERS SHALL BE OPERABLE FROM FACE I. SYMBOL KEY - "A" OPPOSED BLADE *AG -35. FIRST LETTER: 5 -SUPPLY R -RETURN E -EXHAUST "B" RADIAL OPPOSED BLADE 4:2-75. SECOND LETTER: D -DIFFUSER L -LINEAR 6 -GRILLE "G" RUSKIN CFD OR GFDR FIRE DAMPER IN/VOLUME CONTROL. 2.GATAL06 NUMBERS REFER .TO TITUS AIR DEVICES. 3.PROVIDE*P5 DIRECTIONAL BLOW FOR OTHER 6. BORDER STYLE- THAN 4 -WAY. "A" SURFACE MOUNTED 4 FINISH- "B" LAY -IN, PROVIDE WITH TITUS MODEL #TMR RAPID MOUNT A TITUS STANDARD WHITE FINISH. FRAME FOR DRYWALL CEILING MOUNTING, "G" LAY -IN FRAME FOR T -BAR CEILING. SYMBOL GATALOC�' SIZE MOUNTING MATERIAL FINISH DPR. BORDER STYLE REMARKS NUMBER MOD. NECK GLC. OTHER STEEL ALUM. SD -I TDG 24"x24" 6"4:1) • r • A -- G LAY -IN SD -2 TDG 24"x24" 10"4D • DUET SMOKE DETECTOR • A -- B WOOD PLNK SD -3 TDG 24"x24" I0" • • A -- G LAY -IN SD -4 TDG 24"x24" 8"0 • • A -- G LAY -IN SD -5 TDG 24"x24" 8"(V • • A -- B GYP BRD EG -1 5OF 12"x12" 5" • • A -- B GYP BRD HVAC CODED NOTES 0 EXISTING FAN POWERED VAV BOX, FPB -I, WITH 55 KW ELECTRIC HEAT TO REMAIN. BALANCE BOX TO 1600 GFM SUPPLY AIR. nEXISTING FAN POWERED VAV BOX, FPB -2, WITH 8.0 KW ELECTRIC HEAT TO REMAIN. BALANGE BOX TO 2000 GFM SUPPLY AIR. EXISTING FAN POWERED VAV B0X, FP13-3, WITH 1.0 KW ELECTRIC HEAT TO REMAIN. BOX TO 300 GFM SUPPLY AIR. MECHANICAL CONTRACTOR TO RELOCATE EXISTING THERMOSTAT TO NEW LOCATION SHOWN. MOUNT THERMOSTAT AT 48" AFF. PROVIDE PLENUM RATED CONTROL WIRING AND MAKE SYSTEM FULLY FUNCTIONAL. PROVIDE WITH CLEAR ACRYLIC LOCKABLE COVER. OEXISTING 15 CFM TOILET EXHAUST FAN AND ASSOCIATED DUCTWORK TO REMAIN AS -1S. c6-) DEMOLISH ALL BRANCH DUCTS. PATCH AND SEAL MAIN TRUNK AIR TIGHT. INSTALL EXHAUST GRILLE IN CEILING OF FITTING ROOM. EXTEND 5" DIAMETER DUCT FROM GRILLE TO EXHAUST DUCT AS SHOWN ON PLAN. (TYPICAL OF II). RECEIVED CITY OF TUKWILA JAN 022013 PERMIT CENTER SPECIAL NOTE ALL AIR DEVICES SHALL BE WHITE IN COLOR AT THE WHITE DORMER AND FITTING ROOMS, ALL OTHERS SHALL BE BLACK. \"/ CONTRACTOR SHALL PROVIDE AND INSTALL A INLINE EXHAUST FAN EQUAL TO GOOK MODEL 80 SON -13, 550 GFM ® 0.25" 5P, 0.06 HP © 120V/IPH. PROVIDE WITH VIBRATION ISOLATION AND BAGKDRAFT DAMPER. FAN SHALL BE TIED TO FLOOR DISPLAY LIGHTING CONTACTOR. Oq CONTRACTOR SHALL COORDINATE WITH LANDLORD'S REPRESENTATIVE TO EXTEND EXHAUST DUCT TO ROOF, EXTERIOR, OR LANDLORD'S TOILET EXHAUST DUCT SYSTEM IF ALLOWED. IF DUCTWORK CANNOT BE DUCTED OUT OF THE TENANT SPACE, IT SHALL TERMINATE IN STOCK ROOM. COVER OPENING WITH WOVEN WIRE MESH. 10 CONNECT NEW 10" DIAMETER DUCT TO EXISTING SUPPLY AIR MAIN TRUNK AT THIS POINT. EXTEND NEW DUCTWORK AS SHOWN. II INSTALL NEW AIR DEVICE INTO WOOD PLANK CEILING, DROP DUGTVNORK DOWN THROUGH LAY -IN CEILING AND CONNECT TO SUPPLY AIR DEVICE AS SHOWN ON PLAN.. 12 EXISTING PLUMBING FIXTURES AND HOT WATER HEATER TO REMAIN. CONTRACTOR SHALL GLEAN FIXTURES TO A LIKE NEW CONDITION, REPAIR OR REPLACE ANY NON FUNCTIONING PARTS. 13 INSTALL NEW AIR DEVICE INTO LAY -IN CEILING. 14 INSTALL NEW AIR DEVICE INTO LAY -IN CEILING. EXTEND DUGTWORK UP FROM AIR DEVICE AND CONNECT INTO EXISTING SUPPLY AIR TRUNK AS SHOWN ON PLAN. IS INSTALL NEV AIR DEVICE INTO GYP BOARD CEILING, DROP 8" DIA DUCTWORK DOWN THROUGH LAY -IN CEILING AND CONNECT TO SUPPLY AIR DEVICE AS SHOWN ON PLAN. SAP AND APPROVAL REQUIRED —; optima design t. 514 288 3952 1 f. 514 288 3188 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE HVAC LEGEND GENERAL DRAWN BY STAFF 01 51:12-2 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL --t—TYPE ---- CFM DIFFUSER DESIGNATION XXX 03 MANUAL VOLUME DAMPER TV 04 TURNING VANE r 05 0 THERMOSTAT/SENSOR SD DUET SMOKE DETECTOR NEW DUCTWORK BY HVAC CONTRACTOR ---- EXISTING DUCTWORK TO REMAIN. X SUPPLY AIR \ RETURN AIR O.A. OUTSIDE AIR DUCT TRANSITION OR TAKEOFF POINT OF CONNECTION optima design t. 514 288 3952 1 f. 514 288 3188 1 www.optima-design.com 124 rue McGill 1 suite 300 1 Montreal 1 Qc 1 h2y 2e5 1 Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 1 03 04 05 N DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE MECHANICAL PLAN SPACE No 1135 AREA 3784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. V 1 vECHA\IGAL SPEGIFIGATION,S PROJECT MANUAL TABLE OF CONTENTSTO DIVISION 15 - MECHANICAL 15000 - HEATING 4 VENTILATING, AND AIR CONDITIONING, GENERAL 15505 - OPERATION AND MAINTENANCE MANUALS 15800 - FANS 15850 - AIR DISTRIBUTION EQUIPMENT 15810 - DAMPERS 15 °100 - DUCTIAIORK, LOW PRESSURE, GALVANIZED STEEL 15105 - DUCTWORK, LOIN PRESSURE, FLEXIBLE 15140 - HVAC INSULATION, GENERAL 15150 - CONTROLS, ELECTRONIC 15180 - TESTING, ADXSTING AND BALANCING SECTION 15000 - HEATING, VENTILATING AND AIR CONDITIONING, GENERAL PART 1 - GENERAL 1.01 DESCRIPTION A. SECTIONS 15000 THROUGH 15M/ PERTAIN TO HEATING, VENTILATING AND AIR CONDITIONING (HVAC) WORK. THIS SECTION APPLIES TO AND GOVERNS ALL HVAC SECTIONS. B. REFER TO OTHER DIVISIONS FOR CONTINUATION OF EXTERIOR AND ALLIED WORK. G. FIELD PAINTING 15 SPECIFIED IN DIVISION q. 1.02 PERMITS, FEES, CODES, ORDINANCES AND REGULATIONS A. OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS AND CONNECTION FEES REQUIRED BY GOVERNING BODIES IN CONNECTION WITH THE WORK. DELIVER CERTIFICATES OF INSPECTION TO THE ARCHITECT -ENGINEER. B. ALL WORK SHALL COMPLY WITH GOVERNING CODES, ORDINANCES, AND REGULATIONSSYSTEM OF CITY, COUNTY AND STATE HAVING JURISDICTION, AND THE NATIONAL ELECTRICAL CODE, MECHANICAL CODE, AND REQUIREMENTS OF BOARD OF HEALTH. 1.03 QUALITY ASSURANCE A. INDUSTRY STANDARDS AND GODES: UNLESS MODIFIED BY THESE SPECIFICATIONS, THE DESIGN, MANUFACTURE, TESTING AND METHOD OF INSTALLING ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL CONFORM TO THE FOLLOWING: I. ARI CODE FOR REFRIGERATION APPARATUS 2. ANSI B1.I SAFETY CODE FOR MECHANICAL REFRIGERATION 3. STANDARDS OF NATIONAL FIRE PROTECTION ASSOCIATION 4. SMAGNA 5. ASHRAE B. SUBSTITUTIONS: SEE GENERAL CONDITIONS 1.04 SUBMITTALS A. SHOP DRAWINGS: SUBMIT ON MATERIALS, PRODUCTS, EQUIPMENT AND SYSTEMS A5 SPECIFIED BELOW IN ACCORDANCE WITH HVAC SECTION IN THIS DIVISION IN ACCORDANCE WITH THE GENERAL CONDITIONS. I. GRILLES, REGISTERS AND DIFFUSERS 2. EXHAUST FAN 3. TERMINAL BOXES AND CONTROLS 4. FANS 5. LOUVERS B. PRODUCT DATA: SUBMIT ON ALL MAltKIALS, PRODUCTS AND EQUIPMENT UNLESS OTHERWISE SPECIFIED OR ACKNOWLEDGED IN WRITING. G. SAMPLES: SUBMIT WHEN SPECIFIED OR REQUESTED D. TEST AND BALANCE REPORT: SUBMIT AT FINAL INSPECTION E. OPERATION AND MAINTENANCE MANALS: SUBMIT COPIES IN COMPLIANCE INITH SECTION, OPERATION AND MAINTENANCE MANUALS. 1.05 JOB CONDITIONS A. PROTECT MATERIALS, APPARATUS AND EQUIPMENT FROM DAMAGE, MOISTUIRE, DIRT, DEBRIS AND WORK OF OTHER TRADES. B. USE OF PAPER. CARDBOARD OR OTHER FLIMSY MATERIAL WILL NOT BE PERMITTED. REPLACE DAMAGED PROTECTIVE MATERIALS IMMEDIATELY. DO NOT INSTALL DAMAGED MATERIALS AND EQUIPMENT; REMOVE FROM THE SITE. 1.06 RECORD DOCUMENTS A. REFER TO GENERAL CONDITIONS AND DIVISION I FOR REQUIREMENTS CONCERNING RECORD DOCUMENTS. B. FURNISH ARCHITECT -ENGINEER WITH ONE SET OF ACCURATELY MARKED BLUE -LINE COPIES OF THE DRAWINGS, INDICATING ALL CHANGES FROM THE CONTRACT DRAINING5 AND ALL HVAC WORK AND CONTROLS AS INSTALLED. 1.01 GUARANTEE AND SERVICE A. REFER TO GENERAL CONDITIONS FOR GUARANTEE. B. WHERE EXTENDED GUARANTEES ARE CALLED FOR HEREIN, FURNISH THREE COPIES TO BE INSERTED IN OPERATION AND MAINTENANCE MANUALS. G. ALL PREVENTATIVE MAINTENANCE AND NORMAL SERVICE WILL BE PERFORMED E3Y THE oINNER'S MAINTENANCE PERSONNEL AFTER FINAL ACCEPTANCE OF THE WORK.I THIS SHALL NOT ALTER THE CONTRACTORS GUARANTEE OF THE WORK IN ANY WAY. D. ALL LABELS SHALL BE SECURELY AFFIXED. PART 2 - PRODUCTS 2.01 GENERAL A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. SYSTEMS SHALL BE PROVIDED PART 3 - EXECUTION 3.01 INSTALLATION AND WORKMANSHIP A. THE WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BE INSTALLED IN NEAT, WORKMANLIKE MANNER. ANY MATERIAL, APPARATUS OR EQUIPMENT WHICH, IN THE OPINION OF THE ARCHITECT -ENGINEER, 15 IMPROPERLY INSTALLED SHALL BE REMOVED AND REINSTALLED IN AN APPROVED MANNER AT NO ADDITIONAL COST TO THE OWNER. B. THE WORK SHALL BE COORDINATED INITH THE WORK OF OTHER TRADES. WHERE THE WORK 15 DEPENDENT UPON WORK OF OTHER TRADES OR WORK ALREADY IN PLACE, SUCH OTHER WORK AND WORK IN PLACE SHALL BE EXAMINED AND SHALL. BE IN PROPER CONDITION AND STATE OF COMPLETION BEFORE CONTINUING THE INSTALLATION. G. THE INSTALLATION OF THE SYSTEM SHALL, IN GENERAL, BE ACCORDANCE WITH THE DRAWINGS WITH REGARDS TO LOCATION OF EQUIPMENT, DUCTS, PIPES, AND THE LIKE. PIPING DUCTWORK INDICATED SHALL BE FOLLOWED AS ACCURATELY AS ACTUAL CONSTRUCTION WILL PERMIT AND ANY DEVIATIONS THEREFROM SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT -ENGINEER. INHERE NECESSARY, A5 DETERMINED BY THE ARCHITECT -ENGINEER, CONTRACTOR SHALL FURNISH DRAWINGS SHOWING PROPOSED CHANGES. 3.02 GUTTING AND PATCHING A. LAYOUT OPENINGS FOR GUTTING BY OTHER TRADES A5 REQUIRED. B. CUTTING OF STEEL. CONCRETE OR ANY OTHER STRUCTURAL PART MUST BE APPROVED IN WRITING BY ARCHITECT -ENGINEER PRIOR TO GUTTING. G ANY NEW OR ABANDONED OPENINGS IN BUILDING SYSTEMS SHALL BE REPAIRED AND PATCHED TO MATCH EXISTING STRENGTH, FINISHED, AIR PENETRATION AND WATER PENETRATION CONDITIONS. 3.03 WATERPROOFING A. DO NOT GUT OR PENETRATE WATERPROOFED SURFACES, OR WATERPROOFING MEMBRANES, WITHOUT FIRST MAKING ARRANGEMENTS FOR REPAIR BY A METHOD APPROVED BY ARCHITECT -ENGINEER. B. COPIES OF CERTIFICATES OF INSPECTION. G. GUARANTEES, INCLUDING EXTENDED GUARANTEES. 3.04 ELECTRICAL INORK A. POWER WIRING FROM PANELS TO MOTOR CONTROLLERS AND FROM CONTROLLERS TO MOTORS 15 SPECIFIED IN DIVISION IS. B. MOTOR STARTERS NOT SPECIFIED TO BE PROVIDED IAIITH THE MOTORS AT THE FACTORY ARE SPECIFIED IN DIVISION lb. G. SUBMIT WIRING DIAGRAMS FOR APPROVAL AND PROVIDE APPROVED DIAGRAMS 50 THAT THE ELECTRICAL WORK MAY BE PROPERLY ACCOMPLISHED. D. ELECTRICAL CONTROL INIRINs FOR CONNECTION OF TEMPERATURE CONTROLLERS, PUSH BUTTONS, INTERLOCKS IN MOTOR CONTROLLERS, AND LIKE ITEMS 15 SPECIFIED IN THE CONTROL SECTION(5) IN THIS DIVISION. FURNISH ALL EQUIPMENT WITH COMPLETE INTERNAL CONTROL INIRING. E. ELECTRICAL WORK SPECIFIED IN THI5 DIVISION SHALL CONFORM TO APPLICABLE PROVISIONS OF DIVISION lb. ALL CONTROL !AMIN& SHALL BE IN CONDUIT. F. PROVIDE MOTORS CONFORMING TO CHARACTERISTICS SHOWN ON Fl FCTRIGAL 'ARAN NG5. 3.05 SUPPORTS FOR PIPING AND EQUIPMENT A. SUPPORT FOR PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AND NOT FROM METAL DECK AND SLAB ASSEMBLIES. 3.06 ACCESS DOORS (ACCESS PANELS) A. PROVIDE ACCESS REQUIRED FOR MAINTENANCE, ADJUSTMENT, REMOVAL AND REPAIR OF VALVES, CONTROLS, DAMPERS, EQUIPMENT 4 LIKE ITEMS FURNISHED HEREUNDER. 3.05 SUPPORTS FOR PIPING AND EQUIPMENT A. SUPPORT FOR PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AND NOT FROM METAL DECK AND SLAB ASSEMBLIES. 3.06 ACCESS DOORS (ACCESS PANELS) A. PROVIDE ACCESS REQUIRED FOR MAINTENANCE, ADJUSTMENT, REMOVAL AND REPAIR OF VALVES, CONTROLS, DAMPERS, EQUIPMENT 4 LIKE ITEMS FURNISHED HEREUNDER. B. COORDINATE FINAL LOCATION WITH ARCHITECT. PANELS SHALL BE LOCATED TO MAKE ALL ITEMS EASILY ACCESSIBLE. 3.01 GLEAN UP A. REI -d< TO GENERAL CONDITIONS FOR CLEANING -UP. B. GLEAN Al 1 MATERIALS AND EQUIPMENT OF DIRT DUST PAINT SPOTS AND STAINS , , , , SOIL MARKS AND OTHER FOREIGN MATTER. 3.08 FINAL INSPECTION A. NOTICE TO THE ARCHITECT -ENGINEER THAT THE WORK 15 READY FOR FINAL INSPECTION. THE CONTRAGTOIR SHALL: I. SUBMIT TEST AND BALANCE REPORT AND COMPLETE REQUIREMENTS AS NOTED. 2. SUBMIT LETTER FROM CONTROL MANUFACTURER CERTIFYING THAT CONTROLS HAVE BEEN CHECKED FOR OPERATION AND CALIBRATION, AND THAT SYSTEM 15 OPERATING A5 INTENDED. B. CONTRACTOR SHALL FURNISH NECESSARY MECHANICS TO OPERATE SYSTEM, MAKE NECESSARY ADJUSTMENTS AND A55151- INITFI FINAL INSPECTION. 3.01 INSTRUCTION OF OWNERS OPERATING PERSONNEL A. THE CONTRACTOR SHALL INCLUDE THE COST OF THE SERVICES OF QUALIFIED INSTRUCTOR(5) TO INSTRUCT THE OWNERS OPERATING PERSONNEL IN THE OPERATION, ADJUSTMENT, CARE AND MAINTENANCE OF ALL HVAC EQUIPMENT AND SYSTEMS. B. INSTRUCTION SHALL BE PERFORMED AT A TIME APPROVED BY THE OWNER AND AFTER ALL HVAC EQUIPMENT AND SYSTEMS ARE INSTALLED, COMPLETE, ADJUSTED AND OPERATING TO SPECIFIED REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ARcHITEcT-ENsINEER WHEN INSTRUcTioN5 WILL E3E GIVEN. G. QUALIFICATIONS OF INSTRUCTORS SHALL BE SUBJECT TO APPROVAL OF THE OWNER AND EQUIPMENT MANUFACTURER. D. ADDITIONAL REQUIREMENTS CONCERNING OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT AND SYSTEMS MAY BE SPECIFIED IN OTHER SECTIONS. TWO COPIES OF ACKNOWLEDGMENT OF ALL REQUIRED INSTRUCTIONS TO OWNER'S OPERATING PERSONNEL, SIGNED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE, SHALL BE SUBMITTED TO THE ARCHITECT -ENGINEER PRIOR TO SUBMITTING APPLICATION FOR FINAL PAYMENT. AN ADDITIONAL COPY OF THIS ACKNOWLEDGMENT 15 REQUIRED IN EACH COPY OF OPERATION AND MAINTENANCE MANUALS REQUIRED IN THE SECTION, OPERATION AND MAINTENANCE MANUALS. SECTION 15505 - OPERATION AND MAINTENANCE MANUALS PART I - GENERAL 1.01 DESCRIPTION A. FURNISH THREE COPIES OF COMPLETE OPERATION AND MAINTENANCE MANUALS TO THE ARCHITECT -ENGINEER, FOR APPROVAL AND FOR THE OWNER, ON ALL EQUIPMENT AND SYSTEMS. THE MANUALS SHALL BE BOUND IN HARD -BACK, THREE RING LOOSE-LEAF BINDERS. 2 - PRODUCTS 2.01 MANUAL CONTENTS RE A. TITLE SHEET INITH J013 NAME, AND THE NAMES, ADDRESSES AND PHONE NUMBERS OF THE CONTRACTOR, SUBCONTRACTOR, CONTROL SUBCONTRACTOR, RELATED CONTRACTORS AND MATERIAL AND EQUIPMENT SUPPLIERS. B. TABLE OF CONTENTS. G. A COPY OF ACKNOWLEDGMENT OF INSTRUCTION TO THE OINNERS OPERATING PERSONNEL IN THE OPERATION OF ALL MECHANICAL EQUIPMENT AND SYSTEMS, SIGNED BY THE 0IAINER OR HIS AUTHORIZED REPRESENTATIVE. D lYPEWRITTEN OPERATING INSTRUCTIONS FOR THE OWNERS PERSONNEL DESCRIBING HON TO STOP AND START EACH PIECE OF EQUIPMENT; HOW TO SET THE TEMPERATURE CONTROL SYSTEM FOR NORMAL OPERATION AND NORMAL RESTARTING PROCEDURES, CAUTION AND WARNING NOTICES. E. APPROVED SHOP DRAWINGS, PRODUCT DATA 4 PARTS AND MAINTENANCE BOOKLET FOR EACH ITEM OF MATERIAL AND EQUIPMENT FURNISHED UNDER DIVISION 15000. F. RECORD DRAIAIINGS OF ALL SYSTEMS INCLUDING FL FCTRIGAL 4 CONTROL DIAGRAMS. G. TEST AND BALANCE REPORT. PART 3 - EXECUTION 3.01 DELIVERY A. DELIVER THE MANUALS TO THE OWNER PRIOR TO SUBMITTING APPLICATION FOR FINAL PAYMENT. PART 3 - EXECUTION 3.01 INSTALLATION WITH FLEXIBLE A. INSTALL UNIT ON ROOF ON FACTORY CURB. INSTALL DUCTWORK W CONNECTIONS. B. COORDINATE GUTTING OF ROOF STRUCTURE AND FLASHING WITH THE GENERAL TRADES CONTRACTOR. G. INSTALL TRAPPED DRAIN LINE FROM DRAIN PAN TO ROOF. D. MOUNT THERMOSTAT ON WALL. E. CHECK AND TIGHTEN ALL BEARINGS AFTER 48 HOURS OF OPERATION. SECTION 15500 - FANS (FOIG) PART 1 GENERAL 1.01 DESCRIPTION A. PROVIDE PACKAGED, FACTORY WIRED EXHAUST FANS OF THE FOLLOWING TYPES: I. CEILING 2. INLINE CENTRIFUGAL EXHAUST FAN B. PROVIDE CURBS, DAMPERS, GAPS AND OTHER ACCESSORIES AS GALLED FOR IN THE INDIVIDUAL PRODUCT SECTIONS. 1.02 QUALITY ASSURANCE A. STANDARDS: I. MICA 210: FAN PERFORMANCE RATING. 2. AMGA 300: SOUND RATING. 3. UL. LISTED: FAN ASSEMBLY. 1.03 RATINGS AND CAPACITIES A. REFER TO DRAINING5 FOR CFM, STATIC PRESSURE, RPM, DRIVE, SONES, ACCESSORIES, HP AND OTHER ELECTRICAL REQUIREMENTS. PART 2 PRODUCTS 2.01 CEILING EXHAUST FANS A. GENERAL CONSTRUCTION: GALVANIZED STEEL HOUSING WITH ADJUSTABLE MOUNTING BRACKETS, COMPLETE WITH ONE HALF INCH ACOUSTICAL LINING, FIELD ADJUSTABLE (HORIZONTAL/VERTIGAL) DISCHARGE DUCT CONNECTION INITH 13ACKDRAFT DAMPER, FORWARD CURVED CENTRIFUGAL FAN WHEEL, STATICALLY AND DYNAMICALLY BALANCED, ACCESS PANEL, MOTOR MOUNTED ON RESILIENT ISOLATORS, CONTROL/ JUNCTION BOX, AND ARCHITECTURAL INLET GRILLE (WHERE NOTED ON DRAWINGS). B. 6REENHECK, LOREN GOOK, ACME, JENN-AIR, OR PENN VENTILATOR. 2.02 INLINE CENTRIFUGAL EXHAUST FANS A. GENERAL CONSTRUCTION: GALVANIZED STEEL HOUSING WITH BAKED ENAMEL FINISH, COMPLETE WITH DUCT FLANGES, ADJUSTABLE MOTOR FRAME MOUNTS, BELT GUARD AND INTEGRAL SUPPORT ATTACHMENTS. B. FAN INHEEL: NON -OVERLOADING, BACKWARD -INCLINED CENTRIFUGAL, STATICALLY AND DYNAMICALLY BALANCED, MATCHED VENTURI INLET AND WHEEL CONES. G. MOTOR AND DRIVE ASSEMBLY: MOTORS SHALL BE SINGLE SPEED, TOTALLY ENCLOSED WITH SEALED BALL BEARINGS. UNLESS NOTED OTHERWISE, MOTOR AND DRIVE ASSEMBLY SHALL BE AMGA ARRANGEMENT #ci, MOTOR POSITION A. DRIVE ASSEMBLY SHALL HAVE ADJUSTABLE CAST IRON SHEAVE, SEALED BALL BEARINGS, AND BELTS SIZED MINIMUM OF 150% OF MOTOIR HP. INCLUDE EXTENDED BEARING OILERS. D. CONTROLS: FACTORY INSTALLED DISCONNECT SINITGH. SC E. ACCESSORIES: AS SCHEDULED. F. GOOK, ACME, GREENHECK, OR CARNES. SECTION 15550 - AIR DISTRIBUTION EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION A. AIR DISTRIBUTION DEVICES SHALL BE PROVIDED TO DELIVER THE INDICATED VOLUME OF SUPPLY AIR WITHOUT EXCEEDING THE AVAILABLE THRoiN AND WITH NG RATING AS FOLLOWS: I. SALES: NG -30 2. STOCK ROOM: NG -35 .02 SUBMITTALS A. SHOP DRAWINGS: INDICATE QUANTITIES, NECK 51E5 AND LOCATION OF EACH DEVICE. B. PRODUCT DATA: MANUFACTURERS CATALOG GUTS AND PRODUCT DESCRIPTION INCLUDING AIR QUANTITY, PATTERN, THROW, PRESSURE DROP, NG RATINGS, FINISH, FRAMIN TYPE AND MATERIAL CONS -RUCTION. PROVIDE DIMENSIONAL DATA AND COMPLETE CONSTRUCTION DETAIL. PART 2 - PRODUCTS 2.01 DIFFUSERS. GRILLES AND REGISTERS A. DIFFUSERS, GRILLES AND REGISTERS ARE BASED ON TITUS, TUTTLE 4 BAILEY, AND AIR GUIDE ARE ALSO ACCEPTABLE. B. FOR MODEL NUMBERS 4 TYPES SEE AIR DISTRIBUTION SCHEDULE ON DRAWIN55. G. DIFFUSERS, GRILLES, AND REGIS I tR5 SHALL BE OF THE SURFACE, FLUSH OR LAY -IN TYPE, COLOR CORRESPONDING TO THE CEILING IN WHICH THEY ARE LOCATED. D. THE FINISH OF THE DIFFUSERS, GRILLE, OR REGISTER FACE PANEL SHALL BE BAKED WHTE COLOR. ENA MEL. OFF I 2.02 MOUNTING SCREWS A. WHERE MOUNTING SCREWS ARE REQUIRED IN AIR DISTRIBUTION DEVICES, THEY SHALL THE DEVICES. SECTION 15°100 - DUCTWORK, LOW PRESSURE, GALVANIZED STEEL PART 1 - GENERAL 1.01 QUALITY ASSURANCE A. DUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH "HVAC DUCT CONSTRUCTION STANDARDS" PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (5MAGNA) 1.02 JOB CONDITIONS 1D A. INSPECT THE RAIAIING5 AND VERIFY EXISTING CONDITIONS IN THE FIELD. REPORT CONFLICTS BEFORE STARTING FABRICATION. PART 2 - PRODUCTS 2.01 DUCT MATERIAL, A. WEIGHTS AND GAGES SHALL BE IN ACCORDANCE WITH TABLE 1 OF "HVAC DUCT CONSTRUCTION STANDARDS" PUBLI51 ED BY SMACNA. DUCT MATERIAL SHALL BE GALVANIZED STEEL. 2 .02 STANDING' SEAM SPIRAL A. ROUND GALVANIZED DUCTWORK WITH GAUGE AND PRESSURE CONSTRUCTION IN ACCORDANCE WITH SMAGNA. SYSTEM SHALL BE MANUFACTURED WITH EXTERNAL SPIRALING STANDING SEAM STEEL REINFORCEMENT OF AT LEAST 1/2 -INCH HIGH EXTENSION IN A CONTINUOUS RIB SPIRALING LONGITUDINALLY DOWN THE DUCT. 2.03 SPLITTERS A. SPLITTERS SHALL BE 18 GAGE GALVANIZED STEEL WITH HORIZONTAL AND VERTICAL DIMENSIONS SUFFICIENT TO CLOSE OFF AIR TO BRANCH. B. PROVIDE VENTLOK NO. 601 END BEARINGS 4. VENTLOK NO. 610 DAMPER ASSEMBLY. 2.04 VOLUME DAMPERS A. VOLUME DAMPERS SHALL BE 18 GAGE STEEL; SINGLE BLADE UP TO 5" X 8" OPPOSED, BLADE ON ALL DUCTS OVER 8" X 5". B. PROVIDE VENTLOK NO. 601 END BEARINGS AND VENTLOK NO. 641 SELF-LOCKING REGULATOR. G. DAMPER ROD5 SHALL BE I/2" SQUARE BARS WITH BLADES SECURELY RIVETED TO BAR. 2.05 TURNING VANES A. ALL SQUARE AND RECTANGULAR ELBOWS SHALL CONTAIN TITUS NO. AG -225 TURNING VANES. 2.06 HANGERS A. IN ACCORDANCE WITH CHAP I t1R IV OF SMAGNA. 2.01 FLEXIBLE CONNECTIONS A. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR EACH AIR HANDLING DEVICE TO PREVENT TRANSMISSION OF VIBRATIONS. B. MAKE FLEXIBLE CONNECTION A MINIMUM OF 4 INCHES WIDE OF VENTGLAS AS MADE BY VENT FABRICS, INC. G. BRAIDED COPPER BRIDGE STRAP FOR INSTALLATION ACROSS FLEXIBLE CONNECTIONS SHALL BE THOMPSON LIGHTNING PROTECTION, INC. NO. 288. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: SPLIT, DIVIDE OR TURN DUCTS AS NECESSARY TO AVOID OBSTRUCTIONS AND, IN SUCH CASES, PROVIDE AIR STREAM DEFLECTORS AND INCREASE SIZE OF DUCT TO AN EQUIVALENT AREA. B. SPLITTERS: RIGIDLY ATTACH SPLITTERS TO PIVOT ROD AND OPERATING LINKAGE. SET DAMPER ASSEMBLY ON RAISED INSULATED BASE ON INSULATED DUGTINORK. G. VOLUME DAMPERS: SUPPLY AND MAKE-UP AIR DUCTWORK IN CONCEALED SPACES. SET REGULATOR ON RAISED BASE ON INSULATED DUCTWORK. MARK END OF DAMPER ROD TO SHOW DAMPER POSITION. D. FLEXIBLE CONNECTIONS: SECURE FLEXIBLE CONNECTIONS TO DUCT AND UNIT WITH GALVANIZED STEEL STRAPS HOLDING THE MATERIAL IN FORMED GALVANI7R) STEEL CHANNELS. INSTALL BRAIDED COPPER BRIDGE STRAP ACROSS ALL FLEXIBLE CONNECTIONS. E. TEST PLUGS: PROVIDE SQUARE HEAD TYPE TEST PLUGS AS REQUIRED FOR INSERTION OF TEST APPARATUS. PROVIDE A RING AND A REMOVABLE INSULATION PLUG WHERE DUCTS ARE INSULATED. F. PAINTING: PAINT INTERIOR OF DUCTWORK FLAT BLACK WHERE VISIBLE THROUGH GRILLES AND REGISTERS. G. SEALING: DUCTINORK SHALL BE SEALED IN ACCORDANCE WITI-I TABLE 1-2 FOR "SEAL CLASS 5". 3.02 CORRECTIONS A. REMOVE ALL DUCTWORK FOUND TO VIBRATE, CHATTER OR PULSATE AND REPLACE WITH NEW DUCTWORK. SECTION 15140 - HVAC INSULATION, GENERAL PART 1 - GENERAL 1.01 DESCRIPTION A. PROVIDE INSULATION FOR HEATING WATER PIPING, REFRIGERATION AND CONDENSATE PIPING. INSULATE SUPPLY AIR, RETURN AIR AND OUTDOOR AIR DUCTWORK. 1.02 QUALITY ASSURANCE A. PIPE INSULATION AND COVERINGS ON PIPE SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. DUCT INSULATION AND APPURTENANCES SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. G. INSULATION TO BE INSTALLED ACCORDING TO COMMERCIAL AND INDUSTRIAL INSULATION STANDARDS AS PUBLISHED BY THE MIDWEST INSULATION CONTRACTORS ASSOCIATION. D. ALL INSULATION SHALL BE UL LISTED. 1.03 MANUFACTURERS A. OWENS-CORNING, GERTAINTEED, MANVILLE OR KNAUF. PART 2 - PRODUCTS 2.01 PIPING INSULATION A. INSULATE ALL HEATING HATER PIPING WITH I" THICK R4.6 INSULATION. B. FIBERGLASS HEAVY DENSITY INSULATION WITH ALL SERVICE VAPOR BARRIER JACKET AND PRESSURE SEALING, LAP ADHESIVE ON LONGITUDINAL AND BUTT STRIPS, K = .23(13TUXIN)/(HRKFTs2XIDEGREE5 F) AT 15 DEGREES F, OINENS CORNING 25 A5.1/55L II. 2.02 SUPPLY AND RETURN DUCTWORK A. ExTERNAL INSULATION SHALL BE I -I/2 INCH TI-IICK, 3/4 POUND DENSITY, SCHULLER TYPE SMALLLITE, FSK SPIN-GLAS, OWENS CORNING COMMERCIAL GRADE FIBERGLAS WRAP TYPE 100 OR APPROVED EQUAL WITH AN EMBOSSED ALUMINUM FOIL FACING. R VALUE = 4.5 2.03 CONDENSATE A. FLEXIBLE ELASTOMERIG THERMAL INSULATION K=.21 AT 15 DEGREES F, AS MANUFACTURED BY ARMSTRONG OR RUBATEX. 2.01 EXTERIOR DUCTWORK A. I" INTERNALLY LINED, COATED BLANKET INSULATION. PROVIDE BIT/MASTIC COATING ON EXTERIOR AND SPRAY WITH ENAMEL PAINT. 2.08 ADHESIVES, MASTIC, SEALANTS A. ADHESIVE SHALL BE FOSTER'S 85-20. STUDWF_LD PINS SHALL BE SEALED WITH FOSTER'S 30-36 ADHESIVE. B. ALL JOINTS, SEAMS AND BREAKS IN THE VAPOR BARRIER SHALL BE SEALED WITH FOSTER'S 35-00, REINFORCED WITH 4 INCH WIDE GLASS FABRIC. PART 3 - EXECUTION 3.01 INSTALLATION A. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO ENSURE AGAINST PHYSICAL OR MOISTURE DAMAGE THE INSULATION. REPLACE ANY INSULATION INHICH HAS BECOME WET. B. DUCTWORK HANGER RODS MUST BE INSTALLED AND PERPENDICULAR BEFORE INSULATION 15 INSTALLED. G. ALL JOINTS BETWEEN INSULATION BLANKETS, SLEEVES, ETC. SHALL BE SEALED AND TAPED WITH 3" WIDE PRESSURE SENSITIVE TAPE INITH ADHESIVE APPLIED TO OVERLAPPING VAPOR BARRIERS BEFORE TAPE 15 APPLIED. TAPE TO BE FOIL FACED, REINFORCED TYPE A5 RECOMMENDED BY INSULATION MANUFACTURER TO MAINTAIN ALL RATINGS OF INSULATION. D. CLOTH BACK GENERIC "DUCT TAPE" 15 NOT ACCEPTABLE. E. INSULATION TO BE SECURED EXTERNALLY TO ALL DUCTWORK AS WELL AS PERMANENTLY JOINED TO OTHER PORTIONS OF INSULATION ON THE SAME DUCT PER MANUFACTURIS RECOMMENDATIONS. F. ALL DUCT SIZES SHOWN AIRE CLEAR DIMENSIONS. TAPE AND SEAL ALL JOINTS. G. USE ADHESIVE AND WELDED PINS WITH WAGI IER5 FOR ATTACHING LINER AND RIGID BOARD INSULATION TO DUCTWORK. SEAL JOINTS WITH A 2" WIDE APPLICATION OF ADHESIVE. SECTION 15150 - CONTROLS, ELECTRONIC PART 1 - GENERAL 1.01 DESCRIPTION A. THE WORK CONSISTS OF INSTALLING CONTROLS FOR THE HVAC SYSTEM A5 ON THE DRAWINGS. 1.02 SUBMITTALS A. PROVIDE SUBMITTAL CONSISTING OF COMPLETE CONTROL DIAGRAMS FOR THE SYSTEM WITH CONSTRUCTION DETAILS AND ENGINEERING DATA SHEETS ON ALL COMPONENTS. 1.03 ELECTRICAL A. ELECTRICAL 1NORK AND MATERIALS ASSOCIATED WITH THE CONTROL SYSTEM SHALL BE INSTALLED AS WORK OF THIS SECTION BUT IN ACCORDANCE WITH DIVISION IS. 13. POWER INIRING 15 SPECIFIED UNDER DIVISION 16 AND SHOINN ON ELECTRICAL DRAWINGS. G. ELECTRICAL CONTROL WIRING CONDUIT AND FITTINGS ASSOCIATED WITH THE SPACE TEMPERATURE AND HUMIDITY CONTROL INCLUDING INTERLOCKING WITH MOTOR CONTROLLERS, CONTROL ACCESSORIES AND APPURTENANCES ARE TO BE PROVIDED UNDER THIS SECTION. CONTROL WIRING SHALL BE IN CONDUIT. PART 2 - PRODUCTS 2.01 ELECTRONIC ROOM THERMOSTATS A. THERMOSTAT SHALL BE BY MANUFACTURER AS SPECIFIED IN THE DRAWINGS. B. THERMOSTAT SHALL HAVE AUTOMATIC HEATING/COOLING CHANGEOVER TO CONTROL OPERATION OF THE HEATING AND COOLING ON AIR CONDITIONING UNITS. THERMOSTAT SHALL BE 1 DAY FULLY PROGRAMMABLE WITH OCCUPIED/UNOCCUPIED MODES. PART 3 - EXECUTION 3.01 INSTALLATION , A. SMOKE DETECTORS SHALL BE WIRED AS LOW VOLTAGE CIRCUIT. (24V) f3. THERMOSTATS AND SENSORS SHALL f3E WIRED A5 LOW VOLTAGE CIRCUIT. 's, - C. LINE VOLTADE WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. D. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING AND NECESSARY APPURTENANCES TO PERFORM THE TEMPERATURE CONTROL SEQUENCES. SECTION 15150 - TESTING, ADJUSTING, AND BALANCING PART 1 - GENERAL 1.01 DESCRIPTION A. PROVIDE ALL LABOR, MATERIALS, AND TOOLS FOR COMPLETELY TESTING, BALANCING AND ADJUSTING THE FOLLOWING SYSTEMS: I. AIR FLOWS 1.02 QUALITY ASSURANCE A. STANDARDS: AAE3G NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION. B. INSTRUMENTS USED FO1R TESTING AND BALANCING OF AIR SYSTEMS MUST HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX MONTHS AND CHECKED FOR ACCURACY PRIOR TO START OF INORK ON THIS PROJECT. G. ANY DISCREPANCIES OVER PLUS OR MINUS 5% OR ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, WHICH MAY AFFECT THE TOTAL SYSTEM OR SYSTEMS BALANCE SHALL BE REPORTED TO THE HVAC CONTRACTOR FOR CORRECTIONS. AIR BALANCE MUST BE REPEATED FOLLOWING CORRECTIONS TO CONFIRM THAT CORRECTIONS WERE MADE. 1.03 BALANCING CONTRACTOR QUALIFICATIONS A. TI -IE HVAG CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY THAT SPECIALIZES IN, AND WHOSE BUSINESS 15 LIMITED TO, THE TESTING AND BALANCING OF HVAC SYSTEMS. THE AGENCY SELECTED SHALL BE FULLY CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL, AND SHALL HAVE AT LEAST ONE MEMBER CERTIFIED BY THE NATIONAL EXAMINING BOARD -UNITED STATES AND CANADA. CERTIFICATION BY NEI313 WILL ALSO BE ACCEPTABLE. 1.04 BALANCING REPORT A. SUBMIT A COMPLETF.D BALANCING REPORT INDICATING THE PERFORMANCE OF FANS, MOTORS, DAMPERS, AND AIR DISTRIBUTION DEVICES. B. FLOWS SHALL BE WITHIN 5% OF DESIGN CFM. 1.05 AIR SYSTEMS A. AIR VELOCITIES SHALL BE MEASURED WITH AN ANEMOMETER, VELOMETEIR OR PITOT TUBE AND MANOMETER. STATIC PRESSURES AND TOTAL PRESSURES SHALL BE MEASURED INITH A VELOMETEIR OR PITOT TUBE AND MANOMETER. FAN RPM SHALL BE MEASURED WITH A TACHOMETER OR REVOLUTION COUNTER. MOTOR AMPERAGE SHALL BE MEASURED INITH AN "AMPROBE" OR SIMILAR DEVICE. VOLTAGES SHALL BE MEASURED WITH A VOLTMETER. B. IN MEASURING VELOCITIES IN DUCTS OR AT OUTLETS, TRAVERSE THE DUCT OR OUTLET 50 THAT ONE READING 15 TAKEN FOR EACH SO SQUARE INCHES MAXIMUM OF FLOW . AREA, BUT A MINIMUM OF SIX READINGS SHALL BE TAKEN FOR EACH DUCT OR OUTLET REGARDLESS OF SIZE. 1.06 QUALITY CONTROL A. TESTING AND BALANCING SHALL BE PERFORMED IN COMPLE 1I ACCORDANCE WITH AAI3G NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, FORM NUMBER 81266, VOLUME ONE, SECTIONS A5 APPLICABLE. B AIR FLOWS SHALL BE BALANCED WITHIN 5% OF DESIGN CONDITIONS. SEPARATE PERMIT AND APPROVAL yROECFETIuVKEwD ILA CIT REQUIRED JAN 0 2 2013 PERMIT CENTER COMPLE I t, AND EACH SYSTEM AS A WHOLE, AND IN ALL ITS PARTS, SHALL FUNCTION CORRECTLY UP TO THE SPECIFIED CAPACITY. SHOULD A SYSTEM, OR ANY PART THEREOF FAIL TO MEET PEIRFOIRMANGE REQUIREMENTS, NECESSARY REPLACEMENTS, ALTERATIONS OR REPAIRS, AS REQUIRED BY THE ARCHITECT- ENGINEER, SHALL BE MADE TO BRING PERFORMANCE UP TO SPECIFIED REQUIREMENTS OF BUILDING CONSTRUCTION AND FINISHED DAMAGED OR MARRED BY, SUCH REPLACEMENTS ALTERATIONS OR REPAIRS SHALL BE RESTORED TO PRIOR CONDITIONS, AT NO ADDITIONAL COST TO THE OWNER. B. WHERE MULTIPLE ITEMS OF EQUIPMENT OF MATERIALS ARE REQUIRED, THEY SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. G. BEFORE ORDERING ANY EQUIPMENT, THE SIZE OF ALL EQUIPMENT SHALL BE CHECKED TO EASILY FIT SPACES ALLOTTED ON THE DRAWINGS. D. INSERTS PIPE SLEEVES. SUPPORTS AND ANCHORAGE OF AIR CONDITIONING EQUIPMENT SHALL BE PROVIDED 15 SPECIFIED HEREIN. INHERE SUCH ITEMS ARE TO SET OR EMBEDDED IN CONCRETE MASONRY OR SIMILAR WORK, THE ITEMS SHALL BE FURNISHED AND LAYOUT MADE AT THE PROPER TIME FOR THE SETTING OR EMBEDMENT THEREOF 50 AS TO CAUSE NO DELAY IN THE INORK. E. PIPING ASSEMBLIES OF EQUIPMENT SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. ALL PIPING AND APPURTENANCES REQUIRED FOR THE PROPER OPERATION OF ALL EQUIPMENT SHALL BE PROVIDED. 2.02 MANUFACTURER'S NAMES AND CATALOG NUMBERS A. SPECIFIC REFERENCES HAVE BEEN MADE TO ONE OR MORE MANUFACTURER'S NAMES AND MODEL OR CATALOG NUMBERS. EQUIPMENTAPART B. THIS DOES NOT INDICATE THAT THE MATERIAL AND SPECIFIED 15 NECESSARILY AN "OFF THE 51IELF" ITEM; REQUIREMENTS FOR SPECIFIC FINISHES, MATERIALS OR OTHER MODIFICATIONS MAY INTRODUCE VARIANCES FROM MANUFACTURER'S STANDARDS. CONTRACTOR SHALL ASCERTAIN THAT SUCH MODIFICATIONS ARE FULLY CONSIDERED. 2.03 DIAGRAMS. NAMEPLATES AND LABELS A. EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS 4 CATALOG NUMBER ON A PLATE SECURELY AFFIXED IN A CONSPICUOUS PLACE. THE NAMEPLATE OF A DISTRIBUTING AGENT WILL NOT BE ACCEPTED. B. ALL PIECES OF EQUIPMENT, VALVES, STARTERS, DISCONNECTS, AND ALL PNEUMATIC AND ELECTRIC CONTROL INSTRUMENTS AND APPARATUS SHALL BE IDENTIFIED WITH 1/16" THICK BLACK LAMINATED PLASTIC NAMEPLATES, WITH 3/16" HIGH 111-1ITE LAMINATED LETTERS. SIMILAR AND LIKE EQUIPMENT SHALL BE DESIGNATED WITI-I NUMERICAL SUFFIX (EXAMPLE: THERMOSTAT, T -I). THE NAMEPLATE IDENTIFICATIONS SHALL COINCIDE WITH ITEMS APPEARING ON DIAGRAMS. G. PROVIDE A LABEL FOR THE MECHANICAL SYSTEM STATING: "INSTALLATION BY" (NAME, ADDRESS AND PHONE NUMBER OF CONTRACTOR) D. LETTERS SHALL BE 1/4" HIGH AND LOCATED IN A CONSPICUOUS PLACE IN THE MECHANICAL ROOM. BE FINI51 ED TO MATCH THE ADJACENT SURFACE OF 2.03 GASKETS A. SUPPLY AND RETURN GRILLES AND REGISTERS WHICH ARE SURFACE MOUNTED SHALL BE PROVIDED WITH SPONGE RUBBER GASKETED FRAMES TO PREVENT SMUDGING. PART 3 - EXEGUTION 5.01 INSTALLATION A. INSTALL WHERE SHOWN ON DRAINING'S. B. DIFFUSERS, REGISTERS AND FITTINGS SHALL BE SECURELY ATTACHED TO FINISH SURFACES, OR STRUCTURAL MEMBERS BEHIND FINISH SURFACES. G. LAY -IN DIFFUSERS MOUNTED IN ACOUSTICAL TILE CEILINGS SHALL BE RIGIDLY N SYS MOUNTED, ABOVE THE FACE PANEL, TO THE CEILING SUSPENSIOTEM. optima design t. 514 288 3952 I f. 514 288 3088 I www.optima-designecom 124 rue McGill I suite 300 I Montreal I Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process otthis project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR - E Y DRAWN BY STAFF CHECKED BY STAFF 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE #48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL t) B.,-•0 o GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE MECHANICAL SPECIFICATIONS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. V tExis la,- 31- l h- i O +36' A.F.F. L -I1 O 4 0 P-32. G P -2I • EF P-36 P-2 P -b • +10' AFF 0 I" CONDUIT^-\ 1/2" CONDUIT I/2" CONDUIT • t11 MEM P-34 \ 0 P-34 CONDUIT 00 P -G P-1 1J O P-34 (TIE) P-34 (TIE) KW !' FPB -3 H-2'4,6 LA. 34 ■ FPB -1 H-8,IO,12 P-34 (TIE) FPB -2 I,® I 2" CONDUIT ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS DATE DESCRIPTION BY DESCRIPTION — IT $3 $T M — DOUBLE POLE TOGGLE SWITCH, + 48" AFF THREE-WAY TOGGLE SWITCH, + 48" AFF MOTION SENSOR ACTIVATED SWITCH, +48" AFF TIMER SWITCH, +48" AFF ZONE SWITCH FOR LIGHTING CONTROL CEILING MOUNTED DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET, + 18" AFF SINGLE RECEPTACLE OUTLET, + 18" AFF FLOOR OUTLET BOX - RECEPTACLE QUAD. RECEPTACLE OUTLET FLOOR TELEPHONE OUTLET TELEPHONE WALL OUTLET, WALL MOUNTED, + 18" AFF DATA HALL OUTLET, WALL MOUNTED, + 18"AFF . J BOX WITH SPARE GATSE GABLE TO PHONE BORAD VOICE /DATA WALL OUTLET, WALL MOUNTED MOUNTED JUNCTION BOX JUNCTION BOX CONDUIT RUN UNDERGROUND FLOOR GIRGUIT HOMERUN DESIGNATION TO PANEL A - DESIGNATES THE PANEL # - ASSIGNS CIRCUIT PANELBOARD TELEPHONE TERMINAL BOARD OR CABINET EXISTING ELECTRICAL EQUIPMENT TO REMAIN METER IN SOCKET NON-FUSED DISCONNECT SW. XX - DISC. AMP RATING YP - NO. OF POLES NF - NON -FUSIBLE HP - HEATHER PROOF FUSED DISCONNECT 5W. X -DISC. AMP RATING - Y FUSE SIZE WP - HEATHER PROOF 2P-2 NUMBER OF POLES M 0 O MOTORIZED DAMPER HVAC TEMPORATURE SENSOR THERMOSTAT TIMEGLOGK SECURITY ALARM PANEL CENTRAL VACUUM OUTLET SECURITY DOOR/WINDOW CONTACTOR DENOTES SPEAKER, DOORBELL TRANSFORMER DOORBELL DELIVERY PUSH BUTTON DOORBELL BUZZER ABOVE FINISHED FLOOR GROUND FAULT INTERRUPTOR ISOLATED GROUND ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR LIGHTING CONTROL PANEL FIRE ALARM CONTROL PANEL NIGHT LIGHT / EMERGENCY FIXTURE MOTION DECTEGTOR FIRE ALARM CONTROL PANEL FIRE ALARM HORN/STROBE DEVICE FIRE ALARM HORN FIRE ALARM STROBE FIRE ALARM PULL STATION DEVICE SMOKE DETECTOR - CEILING MTD. HVAC DUCT SMOKE DETECTOR IE SA 0 O >( 410 14 a Kis 110 V 0 0 T , e 13 AFF GFI 16 EG MG LGP FACP NL/EM 0 !IFLOOR m — •Ba.A-# XX/YP/NF/WP 2 P FACP W P 101 Cb LS 0 sD ns 0 al 1/2" CONDUIT P-35 !Tit,) O 1m O P-5 (TIE) 0 P-5 (TIE) 2" CONDUIT 1/2" CONDUIT 0 P- (TI irfAirt P-35 (TIE) II iI P -I3 MODEM/HUB TELEPHONE CREDIT CARD VERIFICATION NOTE: ALL DATA AND PHONE GABLE TO BE GAT5E MINIMUM. ALL DATA GABLES TO BE HOME RUN IN CONDUIT (MINIMUM 3/4") TO MODEM LOCATION AT IT CABINET. ALL PHONE TO BE HOME RUN IN CONDUIT (MINIMUM 3/4") TO TELEPHONE BOARD. POWER CODED NOTES , P-5 (TIE) IW • M11.111111. I1111tN/®1IIIIMI1 iso,!! Imummimmliii..mm=liiramsmArmum AMINE 11111111 O555siMMCA MEM! P-242628,30 G NDUIT 7-* ELECTRICAL POWER PLAN SCALE 3/16" = I' -O" 3QO2 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER e RECEPTACLES TO BE MOUNTED IS" AFF TO CENTER OF RECEPTACLE. RECEPTACLES AND COVER. PLATES AND VACUUM OUTLETS TO BE BLACK IN SALES AREA AND WHITE IN FITTING ROOMS AND STOCKROOM. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IN THE GASH REGISTER AREA: (I) I" CONDUIT WITH (2) PULL STRINGS TO 10x10 JUNCTION BOX FOR TELEPHONE AND DATA OUTLET, (I) I" CONDUIT FOR GASH REGISTER POWER CIRCUIT, AND (I) I" SPARE CONDUIT WITH (2) PULL STRINGS TO IO"xIO" JUNCTION BOX: TRENCH FLOOR A5REQUIRED, PATCH A5 REQUIRED. COORDINATE LOCATION PRIOR TO ROUGH -IN WITH CONSTRUCTION MANAGER AND/OR OWNER'S FIELD REPRESENTATIVE. DAMAGE TO BE REPAIRED AT CONTRACTOR'S EXPENSE. PRIOR APPROVAL AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED FOR CONCRETE GUTTING. IS BOXES FOR CONDUITS STUBBING UP THROUGH FLOOR IN KICK PANEL 3 MOUNT JUNCTIONO O SPACE AT THE BOTTOM OF CASEWORK. RUN CONDUIT FROM JUNCTION BOXES IN THE KICK SPACE TO RECEPTACLES AND J -BOXES FOR TELEPHONE/DATA CONNECTIONS. COORDINATE WITH CASEWORK SHOP DRAWINGS AND INSTALLERS. DOORBELL PUSH-BUTTON (AT BACK DOOR), CONNECT TO BUZZER CIRCUIT. SEE DOORBELL BUZZER SCHEMATIC DETAIL A/E3 FOR FURTHER INFORMATION. OMOUNT DOORBELL BUZZERS ON STOCKROOM WALL AT 1'-0" AFF AND GASHWRAP WALL SUCH THAT IT IS NOT VISIBLE FROM THE SALES FLOOR. SEE DOORBELL BUZZER SYSTEM DETAIL A/E3. PROVIDE DOORBELL TRANSFORMER AT SAME LOCATION A5BUZZERIN STOCK RM. O6 NEW ELECTRICAL PANELS 'H', 'L', 'P' AND A 45KVA TRANSFORMER SUSPENDED FROM ABOVE. SEE POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. RECEPTACLES MOUNTED TO STRUCTURE ABOVE FOR SOUND SYSTEM SUBWOOFERS. RECEPTACLE TO MATCH CEILING PAINT. 8 E.C. SHALL PROVIDE QUAD RECEPTACLE AT TELEPHONE BOARD LOCATION. E.G. SHALL PROVIDE 4' x 5' FIRE RETARDANT PLYWOOD BACKBOARD. PAINT TO MATCH WALL. OREFER TO DETAIL "B'' ON SHEET E3.I FOR ADDITIONAL INFORMATION. 10 EXISTING WATER HEATER TO REMAIN. FIELD VERIFY EXACT LOCATION. CIRCUIT AS SHOWN. PROVIDE NEW GPI RECEPTACLE AT EXISTING LOCATION. CIRCUIT AS SHOWN. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOX INSTALLED AT 60"AFF AND RACEWAY FOR THERMOSTATS. THERMOSTATS INSTALLED If HIRED BY MECHANICAL CONTRACTOR. PROVIDE 4X4 JUNCTION BOX IN ACCESSIBLE LOCATION AT APPROXIMATELY 12' AFF FOR MOTOROLA RADIO SYSTEM. CONNECT TO IO"xIO" JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH (2) PULL STRINGS. RESTROOM EXHAUST FAN SHALL BE CONNECTED THROUGH LIGHT SWITCH FOR OFF/ON POWER. SEE LIGHTING PLAN ON ELECTRICAL DRAWING E2 FOR CIRCUIT. RECEPTACLE MOUNTED IN CEILING FOR SHOW WINDOW AS REQUIRED BY N.E.G. POSITION AS SHOWN. RECEPTACLES AND COVER PLATES TO BE BROWN IN COLOR. WIRE THRU TIMEGLOGK. PROVIDE 4X4 JUNCTION BOX AT APPROXIMATELY 12' AFF. CONNECT TO IO"xIO" JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH (2) PULL STRINGS. ALSO PROVIDE HEXAGONAL (ROUND) BOX AT 110" TO MOUNT CAMERA. I� RECEPTACLE TO BE MOUNTED AT 10'-0" AFF FOR ALARM SYSTEM. 18 CEILING RECEPTACLE FOR SUSPENDED ILLUMINATED POSTER TO MATCH CEILING PAINT. WIRE THROUGH TIMEGLOCK. Iq RECEPTACLE FOR SECURITY CAMERA AND MONITOR TO BE BROWN IN COLOR. RECEPTACLE TO BE MOUNTED FROM STRUCTURE ABOVE. COORDINATE EXACT LOCATION AND HEIGHT WITH SECURITY CONTRACTOR. OTSO. GAGABLE FROM HEADEND UNIT FOR TRACKING DEVICE TO BE LEFT LOOSE ON CEILING FROM 4X4 JUNCTION BOX. FIELD VERIFY EXACT LOCATION. 21 QUAD RECEPTACLE TO HAVE (2) CIRCUITS. CIRCUIT P-7 IS TO BE HIRED THROUGH LIGHTING CONTACTOR LG -2. CIRCUIT P-cq IS TO BE AN ISOLATED GROUND (IG) CIRCUIT AND IS NOT TO BE SWITCHED OR RUN THROUGH ANY LIGHTING CONTACTORS. 22 PROVIDE IO"xIO" JUNCTION BOXES IN ACCESSIBLE LOCATIONS AT APPROXIMATELY 12' AFF. ONE NEAR REAR OF SALES FLOOR, ONE NEAR MIDDLE OF SALES FLOOR, ONE IN FRONT OF CASHWRAP AND ONE IN STOCK ROOM.. CONNECT WITH CONDUITS AS SHOWN. ALL CONDUITS TO BE PROVIDED WITH (2) PULL STRINGS. 23 PROVIDE 4X4 JUNCTION BOX IN ACCESSIBLE LOCATION AT APPROXIMATELY 12' AFF FOR CCTV CAMERA. CONNECT TO IOxIO JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH (2) PULL STRINGS: PROVIDE HEXAGONAL (ROUND) JUNCTION BOX AT 110" AFF TO MOUNT CAMERA. 24 PROVIDE 4X4 JUNCTION BOX IN ACCESSIBLE LOCATION (FROM ADJACENT OPEN CEILING) ON TOP OF HOOD PLANK CEILING..: CONNECT TO IO"xIO" JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH (2) PULL STRINGS. O PROVIDE 4X4 JUNCTION BOX AT APPROXIMATELY 12' AFF. CONNECT TO IO"xIO" JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH (2) PULL STRINGS. ALSO PROVIDE HEXAGONAL (ROUND) BOX RECESSED IN HALL TO MOUNT CAMERA. PROVIDE SINGLE GANG JUNCTION BOX RECESSED IN WALL. SEE DETAIL "A" ON SHEET E3.1 FOR EXACT LOCATION. CONNECT TO 4X4" JUNCTION BOX WITH 1/2" CONDUIT. PROVIDE WITH. (2) PULL STRINGS. 26 EXISTING HVAC FAN POWERED BOX (FPB -2) UNIT WITH SKIN (48OV, 30) DUCT HEATER. SEE RISER DIAGRAM ON SHEET E3.1 AND PANEL SCHEDULE ON SHEET E4.0 FOR ADDITIONAL INFORMATION. EXISTING HVAC FAN POWERED.BOX (FPB -3) UNIT WITH IKW (211 , 10) DUCT HEATER. SEE RISER O2� DIAGRAM ON SHEET E3.1 AND PANEL SCHEDULE ON SHEET E4.0 FOR ADDITIONAL INFORMATION. 28 WIRE THRU LIGHTING CONTACTOR LG -2. 2 MOUNT RECEPTACLE AT 4'S" A,F.F. 30) SEE DETAIL D/E.3 FOR DATA 'J' BOX AND RECEPTACLE MOUNTING DETAILS FOR GGTV MONITOR. REFER TO INTIMATE LOUNGE NICHE SHOP DRAWING 'GI3O4' FOR HEIGHT OF OUTLET. IF NOT EXISTING PROVIDE 2" CONDUIT FOR TELEPHONE/DATA FROM MALL DEMARG POINT. EXTEND EXISTING CONDUIT IF POSSIBLE. 0 WIRE FITTING ROOM EXHUST FAN (EF -I 5001/4,120V) THRU LIGHTING CONTACTOR LG -I. O34 . 10)DUCT HEATER. SEE RISER EXISTING HVAC FAN POWERED. (FPB I) UNIT WITH 5.5KW (27�V, UG DIAGRAM ON SHEET E3.1 AND PANEL SCHEDULE ON SHEET E4.0 FOR ADDITIONAL INFORMATION. 32 optima design t. 514 288 3952 I f. 514 288 3088 I www.optima-design.com 124 rue McGill I suite 300 I Montreal I Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL POWER PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. F 1 011111111111111111111111111VOUI:mill 111 L-2 (TIE) L -I1 (I2A) -D 1. L-21 (TIE) L-2 (TIE) L-2 (TIE) (I5A) T12 -TBC L-2 (TIE) (L-2 (TIE) N.1 SUSPENDED ABOVE N.1 SUSPENDED MOVE PRO=ORIM optima d t. 514 288 3952 I f. 514 288 3088 I www.optima-design.com 124 rue McGill I suite 300 I Montreal I Qc I h2y 2e5 I Canada NOTE Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions onsite and report any discrepancies which might impact design intent to Optima. Design before the commencement of construction. All shop -drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 JAN 21'13 ISSUED FOR CONSTRUCTION COWAN 03 04 05 No. A DATE JAN 21'13 REVISION REVISED AS PER CLIENT, LL & B.D. C❑MMENRTS BY COWAN L-2 (TIE) L-2 (TIE) L18 L1L18 T4 TBC L-2 (TIE) T12 -TB L-2 (TIE) L-2 (TIE) NOTE: ALL EMERGENCY LIGHTING WITH BATTERY BACK-UP SHALL BE PERIODICALLY INSPECTED. EACH FIXTURE SHALL BE TAGGED WITH CERTIFICATION DATE OF LAST INSPECTION. NOTE: CIRCUITING TO TRACK LIGHTING SECTIONS 15 DIAGRAMMATIC ONLY AND SHOWS WHICH SECTIONS ARE ON EACH CIRCUIT. EC IS TO DETERMINE HOW TO UTILIZE CONNECTORS TO OBTAIN DESIGN INTENT. NOTE STOCK ROOM STRIP LIGHTS ARE TO BE PROVIDED WITH PROTECTIVE WIRE GAGES TO PREVENT DAMAGE TO THE LAMPS. NOTE: UNION LIGHTING AND AMERILUX PROVIDED BY OWNER. E.G. TO PROVIDE ALL OTHER LIGHTING AND UNI -STRUT AND SUPPORTS FOR TRACK LIGHTING. REVISED: AUG 24, 2012 Provided by Installed by Type owner g.c. B, Manufacturer / Supplier Amerlux Catalog Number IMZ39-T6-E-0(PA-0305)-CTB-120-Z-N-SUN With Juno Single Circuit Adaptor Description Color Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 To Match P19 Refl. SUN Volt 120 Watt 39 Mounting Lamp Remarks Quantity Total watt Track 36W T6 (3000 Kelvin) 109 4251 owner g.c. B -SPARE Amerlux IMZ39-T6-E-O(PA-0305)-CTB-120-Z-N-SUN With Juno Single Circuit Adaptor Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun &Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 To Match P19 SUN 120 39 Track 36W T6 (3000 Kelvin) 15 585 owner g.c. B1 Amerlux IMZ39-T6-E-0(PA-0305)-CTB-120-Z-N-SUN Track Mount Imperia Zoom 39 Watt T6 Cast Aluminum To Match P19 Housing, Spun & Formed Specular Aluminum Reflector, Clear Glass Enclosure. Position # 3 36W T6 (3000 Kelvin) See RCP For Installation Height owner .c. Amerlux IMZ39-T6-E-0(PA-0305)-C-120-Z-N-SUN-(Monopoint) g.c. .c. E Lithonia Lighting LES B (PER PLANS) G 120/277 ELN Canopy Mount imperia Zoom 39 Watt T6 Cast Aluminum Housing, Spun & Formed Specular Alu. Reflector, Clear Glass Enclosure. Position # 3 Illuminated Emergency Exit Sign w/ 90 min. Battery Back-up White SUN 120 39 Canopy 36W T6 (3000 Kelvin) 18 702 Matte black N/A 120/277 LED GC to specify/designate qty. of (1) or/and (2) face units req'd per plans g.c. g.c. owner owner owner owner g.c. g.c. g.c. g.c. g.c. g.c. owner g.c. owner owner owner owner owner owner owner owner owner q.c. g.c. •.c. • .c. •.c. •.c. •.c. g.c. •.c. •.c. ..c. EMI Emergi-Lite ECC18-2 2 Head Emergency Light Unit With Nickel -Cadmium Battery White N/A 120/277 18 Wall Mounted 12V9W - Tungsten Installed @ 11'-6" A.F.F. 7 14 0 EM2 F-23 K K-2 Emergi-Lite ECC18-2 2 Head Emergency Light Unit With Nickel -Cadmium Battery White N/A 120/277 18 Wall Mounted 12V9W - Tungsten Installed @ 11'-6" A.F.F. 4 0 Feelux SlimLine Juno NSLLI4AB12NN Seamless T5 Fluorescent Light Fixture (High Output) TC20 WITH 206 CWH Recessed Downlight Clear Alzac N/A N/A 100/130 14 Surface Mtd 14W T5 # SLL14T35K (3500 Kelvin) Installed @ intimate lounge niche & storefront 16 224 120 35 Recessed 35 PAR 30 Inside Fitting Rooms 22 770 Amerlux # CYLT-20-MM-B-120-FL-SUN Track Cylindrix 20 Watt Reflector Formed Aluminum Housing, Spun Specular Hammertone Aluminum Reflector, Clear Glass Enclosure Sunrise To Match P19 SUN 120 20 Track Cylindrix Philips CDM-Tm Mini MasterColor PGJ5 Base -20 Watts Outside Fitting Rooms & At Lounge Area For Poster 9 180 K -C L Amerlux Amerlux L11 L12 LI3 LI4 LI5 LI6 LI7 • LI8 N-1 CYLTV-20-MM-E-WT-CTW-120-CL-SUN Track Mounted (Amerlux adaptor + monopoint cap) White N/A 20 Mono Point 20 MM 620-0097 Cash Area in Boutiques 80 TC -0015-W' Topaz Monopoint Kit, Union Lighting Union Lighting Union Lighting Union Lighting Union Lighting ET07 8 Light Chandelier N/A 120 120 Surface Mtd (8)15W CAND BULB - 15WCCT130V 98072CP 2 Light Chandelier, Beaded Frame w/ Clear/Pink Crystal Ivory N/A 120 60 Suspended (2) 60W CAND BULB intimate Lounge Area - u/s of Fixtures Installed @ 7-6" Clear (U.N.O.) Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear 2 120 240 Union Lighting Union Lighting A46-386/5 SPT-A7-WH/3 31173 -CH A7-320/3 Spectrum Lighting Lumiconcept Pioneer Elk Lighting 4001/3AQ 4949-1 H 5 Light Murano Venetian Crystal 5 Light Wrought White Iron Chandelier 3 Light Chandelier, Stainless Steel Frame, Polished Chrome 3 Light Crystal Wrought Iron Chandelier 3 Light Chandelier in Antique White & Aqua 'Crysta Custom Shades N/A N/A N/A N/A N/A 120 120 120 120 120 75 75 45 45 45 Suspended Suspended Suspended Suspended Suspended (5)15W CAND BULB - 15WCCT130V (5) 15W CAND BULB - 15WCCT130V (3) 15W CAND BULB (3) 15W CAND BULB - 15WCCT130V (3) 15W CAND BULB - 15WCCT130V Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear Fitting Rooms - u/s of Fixtures Installed @ 7'-6" Clear F.R. - u/s of Fixtures Installed @ 7'-6" Clear (Unless Otherwise Noted Fitting Rooms u/s of Fixtures Installed @ 7'-6" Clear 2 2 2 2 150 150 90 90 45 LCS-123-GG-SVT-IN-FRO-BK AFLighting Mini -Chandelier 1 Light Decorative Pendant Black N/A N/A 120 120 100 200 Suspended Track (1) 100W INCANDESCENT BULB (1) 200W A23 INCANDESCENT BULB Accessory Zone Installed Above Cash Counter - u/s of Fixtures Installed @ 6'-10" Clear 600 ST 148 -EL 4' Industrial Strip White N/A 20 32 Chain Hung (1)32 Watts, Electronic IS T8 Lamp Chain by Others 256 g.c. g.c. g.c. g.c. g.c. g.c. g.c. g.c. g.c. g.c. g.c. g.e. U Surface Mtd. Fixture W/ Fan Surface Mtd Incandescent Light Fixture w/ Fan White N/A 120 60 Surface Mtd 60 watts Incandescent Located in Washroom W-1 X Tracks Corlite # ERCTB2X22L-U6-120EB 24 x 24 Recessed Fluo. 64 64 Exhaust Fan Exhaust Fan 2 x 32 watts 3000K Public Restroom T "x" Juno T4 = 4'-0" Track Length To Match P19 1 -Circuit Track Juno Juno T8 = 8'-0" Track Length To Match P19 1 -Circuit Track Refer To Track Legend For Installation Heights Refer To Track Legend For Installation Heights 18 24 TI2 = 12'-0" Track Length To Match P19 1 -Circuit Track Refer To Track Legend For Installation Heights Total Watts 32 8597watts LIGHTING CODED NOTES WIRE THROUGH TIMEGLOCK. OWIRE THROUGH LIGHTING CONTACTOR LG -I CONTROLLED BY SWITCH 'a' FOR SALES DISPLAY LTS O OWNER PROVIDED SPEAKERS, AMP 4 CD CHANGER. E.G. TO PROVIDE WIRE 4 INSTALL. MAKE ALL REGUIRED TERMINATIONS. COORDINATE WITH CONSTRUCTION MANAGER ON SPEAKER EXACT LOCATION. SEE SOUND SYSTEM DETAIL ON SHEET E. @ JUNCTION BOX FOR EXTERIOR SIGN. LOCATE IN A CONCEALED BUT ACCESSIBLE LOCATION. PROVIDE DISCONNECT MEANS PER N.E.C. PROVIDE WHIP AND MAKE FINAL CONNECTION TO SIGN. CONNECT THROUGH TIMEGLOGK. PROVIDE RECEPTACLE ON EXTERIOR OF STORE AS SPECIFIED BY SIGN VENDOR FOR CONNECTION OF SIGN. O5 GEN SALES LTS WIRE THROUGH SWITCH "b O 50% GEN SALES LTS WIRE THROUGH SWITCH "c": "a", • SWuITGHBANK LOCATION OF SWITCHES a" ", b" " , c" u , "d", AND "e", SWITCH "a" CONTROL LIGHTING CONTACTOR LG -I. LABEL SWITCH "a" SALES DISPLAY LIGHTS. LABEL SWITCH "b" - SEN. SALES LIGHTS. LABEL SWITCH "c" - 50% GEN. SALES LIGHTS. LABEL SWITCH "d" FITTING ROOM CORRIDOR LIGHTS. LABEL SWITGH "e" - STOCKROOM LIGHTS. ALL SWITCHES TO BE HUBBELL 20 AMP PILOT LIGHT SWITCHES (LIGHT ON WITH LOAD) MODEL #D512OPL. PAIR SWITCHES IN DOUBLE GANG BOXES (TWO ROWS IF NECESSARY) AND PROVIDE PROTECTIVE COVER HUBBELL 4*RW51380 ON EACH PAIR OF SWITCHES TO PREVENT INADVERTANT OPERATION. WIRE THRU CURRENT LIMITER PANEL. SEE DETAIL ON SHEET ES. FITTING ROOM CORRIDOR LIGHTS - WIRE THROUGH SWITCH "d".. CII' S• TOCK ROOM LIGHTS - WIRE THROUGH SWITCH "e". (12) P• ROVIDE DUAL RELAY MULTI -TECH WALL SWITCH OCCUPANCY SENSOR 12O/211V LEVITON MODEL # O55MD-FT WITH 10 MIN DELAY -OFF FOR SECOND RELAY. WIRE LIGHT CIRCUIT THRU PRIMARY RELAY AND FAN CIRCUIT THRU SECOND RELAY: CONNECT TO EXISTING FAN AND LIGHT INCOMPLETE CTR# RECEIVED CITY OF TUKWILA JAN 3 12013 PERMIT CENTER SEPARATE 4 PERMIT AND APPROVAL REQUIRED ‘""5-- 002 ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL LIGHTING PLAN SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. I- P DATA GAT 5 GABLE FROM ROUTER 1 -SUN MP3 PLYR R L CI CIO BACK-UP CD PLYR ❑E AMP 000 O 0 R L FT -4 RATED WIRE 16G 4 CONDUCTORS (TVP) 6 ZONE SPKR SEL CD ISUN INPUT INPUT ALL ITEMS ARE PROVIDED 15Y OWNER. E.G. TO INSTALL ALL ITEMS. E.G.: TO PROVIDE AND INSTALL SPEAKER WIRE AND MAKE SYSTEM FULLY FUNCTIONAL. NOTE: TYPE FT -4 WIRING USED HAS TO MULTI STRANDED 16 GAGE FT -4 RATED WIRE 165 2 CONDUCTORS (TVP) SPEAKERS (2 SPEAKERS/VOLUME GNTRL) CSOUND SCALE: NONE 6"x6"x6" D NEMA I SCREW COVER J -BOX WITH BARRIER TO CIRCUIT P-34 - VOL CTRL #67 TO FEED SUBS 4 ZONE SPKR SEL MATERIAL LIST QTY CODE DESCRIPTION ZONE 1/2 - 0 ZONE 3/4 ZONE` 5 ZONE 6 000000 GD PLAYER 2 0 +O +- +0O +O +00+0 +0 q0 FT -4 RATED WIRE 165 2 CONDUCTORS (TVP) SPEAKERS (2 SPEAKERS/VOLUME GNTRL) CSOUND SCALE: NONE 6"x6"x6" D NEMA I SCREW COVER J -BOX WITH BARRIER TO CIRCUIT P-34 - VOL CTRL #67 TO FEED SUBS 4 ZONE SPKR SEL MATERIAL LIST QTY CODE DESCRIPTION ZONE 2 +- +- 0 00 AMP AMPLIFIER I GD GD PLAYER 2 SPKR SEL SPEAKER SELECTOR AMX-AR-45 I PLUS X SPEAKER PLU(PAISRX)X C 4 PLUS XL SYEAKER (PA l R) CANTON PLUS XL 10 _ SPEAKER BRACKET 2 SUS SUBWODFER - CANTON AS 22 SUN ISUN MP3 PLAYER 40-0 \ +O \ ZONE I O- + - +- 00 00 ZONE 2 +- +- 0 00 ZONE 3 +- +- r r00 ZONE 4 +- +- 00 FT -4 RATED WIRE 165 4 CONDUCTORS (TYP) SYSTEM E I STOCKROOM EDWARDS SERIES IS BUZZER B CASHWR'AP EDWARDS SERIES 15 BUZZER EDWARDS #5Q8 120V -24V AC XFMR CALL STATION NOTES: B BACK DOOR ENTRANCE 0I0 GALL BELL EDWARDS #821 MOM` PUSH-BUTTON WITH 1461-I MOUNTING PLATE GALL BUTTONS TO BE MOUNTED AT BACKDOOR GASHWRAP. COORDINATE EXACT LOCATION WITH' OWNER AND CONSTRUCTION MANAGER. 2 BUZZER TO BE LOCATED IN STOCKROOM. WITH OWNER. COORDINATE EXACT -LOCATION A BUZZER SCHEMATIC E3 SCALE: NONE LIGHTING CONTACTOR LC -1 SALES DISPLAY LTG S POLES L-13 L-15 L 1 L -I' P-5 P-1 L-1 SPARE P -3s AS -22 AS -22 LONG RADIUS SWEEPS m ® O "I O 4 PORT OUTLET SEAL CONDUIT PENETRATIONS USE FIRE SEALANT AT RATED PARTITIONS CEILING SPACE CONDUIT ENDS ABOVE I .T. RACK PLASTIC BUSHING BOND CONDUIT PER NEG. PROVIDE 4" SQUARE 2-1/8" DEEP BOX WITH SINGLE GANG PLASTER RING AND (I) 3/4"G. STUBBED TO COMMUN I GAT I ONS BACKBOARD. VOICE / DATA ROUGH -IN NOTES: I. PROVIDE GATSe (ENHANCED) GABLES, 4 -PORT PLATE AND JACKS. 2. DETAIL SHOWS OVERHEAD CONDUITS HOWEVER, THEY MAY BE RAN BELOW SLAB WHERE POSSIBLE. SECURE CONDUITS PER NEG. 3. MOUNTING HEIGHT SHALL BE 18"AFF OR ABOVE COUNTER. OUTLETS I N GASHWRAP SHALL BE INSTALLED IN KI CKPANEL SPACE. 4. SEE SHEET E- 106 FOR ADDITIONAL DATA/VO I GE REQUIREMENTS. B� VOICE/DATA ROUGH -IN DETAIL E3 / SCALE: NONE 1/2" CONDUIT FOR POWER WIRING 6' MG CABLE V OUTLET-. TIMECLOCK TC SHOW WINDOWS 'J' BOX FOR POWER 1NIRING 1/2" CONDUIT FOR MONITOR CABLE 'J' BOX FOR MONITOR GABLE VESTIBULE CLS DATA GABLE W/ END TERMINAL READY FOR PATCH CABLE. D MONITOR BOX MOUNT E3_,.) SCALE: NONE TIME CLOCK TORK #DTS400A MULTI -PROGRAM TIME CLOCK WITH 4 CIRCUIT OUTPUT. PROGRAM TI MEGLOGK AS D I RECTED BY STORE MANAGER •.INPUTCIRCUIT #1 CIRCUIT #2 CIRCUIT #3 CIRCUIT POWER #4 P-58 L -I P-3. L-5 P-13 PROVIDE WATTSTOPPER MODEL T5-400 FOR TIME OVERRIDE SWITCH (T.0.5.- I) PROGRAM FOR MAXIMUM OF 2 HOURS E LIGHTING A T DIAGRAM E3 SCALE: NONE ELECTRICAL GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND LANDLORD'S DESIGN CRITERIA. 2. THE CONTRACTOR 15 RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING/ BIDDING WORK. 3. THE CONTRACTOR SHALL SATISFACTORILY REPAIR/ REPLACE EQUIPMENT OR PART OF STRUCTURAL DAMAGED AS A RESULT OF THEIR WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 4. APPROVAL SHALL BE OBTAINED FROM THE ENGINEER/ LANDLORD PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 24. ALL DATA EQUIPMENT TO BE FED BY A DEDICATED CIRCUIT WHICH CONSISTS OF A POWER CIRCUIT THAT FEEDS THIS TYPE OF EQUIPMENT ONLY WITH A SEPARATE GREEN GROUNDING CONDUCTOR CARRIED ALL THE WAY BACK TO THE PANEL TO BE CONNECTED TO THE ISOLATED GROUNDING SYSTEM. 25. SEE ARCHITECTURAL. DRAWINGS OR INFORMATION CONCERNING EXISTING CONDITIONS AND NEW WORK. 26. ALL EXI5TINS LUMINARIES TO BE REUSED SHALL BE THOROUGHLY CLEANED AND RELAMPED. 27. ALL WIRING DEVICES SHALL BE WHITE WITH PLASTIC WHITE; COVER PLATES EQUAL TO LEVI TON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES); 38000 SERIES (COVER PLATES). 5. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS RUN CONCEALED IN FINISHED AREAS EXCEPT A5 SPECIFICALLY SHOWN/NOTED OTHERWISE. S. ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE. ACCESSIBLE RACEWAYS, WIRES, BOXES, SWITCHES AND OTHER ELECTRICAL ITEMS ASSOCIATED WITH THI5 WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN SERVICE. 7. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. S. MODIFY AND REROUTE EXISTING WIRING A5 REQUIRED TO ACCOMPLISH INDIGATED WORK AND CONTINUE SERVICE TO LOADS BEYOND AREA IN WHICH WORK 15 DONE. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS A5 SHOWN/NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS/INSTRUCTIONS. SEE AIR CONDITIONING DRAWINGS. 10. ALL MATERIAL REMOVED SHALL BE DISPOSED OF A5 DIRECTED BY OWNER OR LANDLORD. Il. ALL WIRING INDICATED AS EXISTING 15 BASED ON ORIGINAL CONTRACT DRAWINGS AND 15 TO BE VERIFIED BY CONTRACTOR AT JOB 51TE. 12. WIRE 51ZE SHALL BE #12 THHN/THWN' UNLESS OTHERWISE NOTED ON PLANS. CONDUCTORS #6 AND LARGER SHALL BE THW, 13. ALL CONDUCTORS SHALL BE COPPER. 14. ALL CONDUCTORS SHALL BE RUN IN EMT CONDUIT OR RIGID OR FLEXIBLE CONDUIT MAY ONLY BE USED. NO BX, ROMEX, ARMORED CABLE, ETC. ALLOWED. ABSOLUTELY NO FLEXIBLE CONDUIT IS PERMI I I f=D IN DEMISING WALLS. FLEXIBLE CONDUIT IS PERMITTED FOR SHORT FINAL CONNECTIONS ONLY (6'-0" OR LESS). EXPOSED CONDUIT SHALL BE INSTALLED IN STA I GHT L I NES, PARALLEL OR I N RIGHT ANGLES TO THE BUILID INS'51RUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN GEILING SPACE OR WALL CAVITY. 28-. ALL CONDUITS, CABINETS, PANELS AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEL. 250 AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 21. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR EMBEDMENT IN CONCRETE AND 1/2" FOR ALL OTHER APPLICATIONS. 30. ALL DEVICES IN EXISTING WALLS NOT AFFECTED BY NEW CONSTRUCTION SHALL REMAIN ACTIVE. 31. ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 32. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED_ 33. A/G EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSE SIZES IN ACCORDANCE WITH A/G EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL A5 ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA DOST. 34. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH OTHER TRADES IN ORDER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER AND CONTROL CIRCUITS WIRING AND RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS OR SPECIFICATIONS IF AIR CONDITIONING DRAWINGS REFER TO THE MANUFACTURER'S WIRING DIAGRAMS, THE CONTRACTOR. SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDED ALL RELATED WORK IN THEIR CONTRACT. 35. ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE CEILING SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. 36. RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 37. THIS DRAWING 15 A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVIGE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 38. ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT WHERE OTHERWISE INDICATED. 15. ALL MATERIALS SHALL BE U.L. APPROVED. I6. NEW TYPEWRI I I EN PANEL TALLY SHALL BE FURNISHED AFTER JOB 15 COMPLI_ I ED REFLECTING ALL CHANGES AND ADDITIONS. 17. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 3q. ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 18. CONTRACTOR SHALL SEAL ALL FLOOR OPENINGS WITH A FIRE SEAL SIMILAR TO "OZ" FLAMESEAL. II. CONTRACTOR TO REMOVE AND/OR REPLACE CIRCUIT BREAKERS IN EXISTING PANELS TO OBTAIN AMOUNT REQUIRED A5 A MINIMUM PER PANEL SCHEDULE. ALL EXISTING EXCESS BREAKERS, IF ANY, TO REMAIN AS" SPARES. 20. ALL NON -POWER RELATED WIRING IN GEILING AIR CONDITIONING PLENUM RUNNING WITHOUT CONDUIT SHALL BE TEFLON COATED CLASSIFIED FOR USE IN PLENUMS. 21. ALL NEW BRANCH G I RCU I T BREAKERS SHALL MATCH EXISTING CONDUCTOR SIZE. IF CONDUCTOR SIZE IS LESS THAN GIRGUIT BREAKER SIZE, CHANGE CONDUCTOR TO MATCH CIRCUIT BREAKER. FOR EXISTING MOTOR, NOTIFY ENGINEER PRIOR TO ROUGHING -IN. PANELS TO BE UL LABLED WITH BOLT -ON TYPE CIRCUIT BREAKERS. 40. EXACT POINT METHOD OF CONNECTION SHALL BE DETERMINED IN FIELD. 41. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 42. ALL RACEWAY ROUTED, INSULATED CONDUCTORS SYSTEM SHALL BE COLOR CODED A5 FOLLOWS: 120/2O8V SYSTEM 2T7/480V SYSTEM PHASE "A" PHASE "B" PHASE "G NEUTRAL GROUND BLACK RED BLUE WHITE GREEN PURPLE BROWN YELLOW GRAY OR WHITE GREEN 43. EXISTING (IF ANY) F/A PULL STATIONS TO REMAIN IN SAME LOCATION. MAKE ALLOWANCE FOR REMOVING THE DEVICE, PROVIDE NEW PLASTER RING REQUIRED FOR NEW RESURFACING AND REINSTALL IN PLAGE. 44. EXISTING (IF ANY) F/A AUDIO DEVICES THAT ARE LOCATED IN DEMOLISHED AREA TO BE RELOCATED A5 SHOWN OR AS DIRECTED IN FIELD AND CONDUIT AND WIRING EXTENDED AS REQUIRED. 22. ALL LOADS IN EXISTING PANELBOARD ARE ESTIMATED. 23. PROVIDE TRAPEZE HANGER ASSEMBLE FOR PLENUM COMMUNICATION CABLES WITH 3/8 DIAMETER. THREADED ROD AND CHANNEL ASSEMBLY TO SUPPORT GABLE BUNDLES EVERY 4 FT... O.G. (MAXIMUM CABLES TO BE PROPERLY STRAPPED WITH SELF-LOCKING CABLE TIES). EXPOSED CABLES SHALL NOT LIE ON TOP OF CEILING TILE OR LUMINARIES. 45. E.G. TO. INCLUDE IN THEIR BASE BID CONNECTING TO EXISTING F/A SYSTEM PROVIDING AND INSTALLING REQUIRED F/A SYSTEM DEVICES WITHIN SPACE A5 REQUIRED BY LOCAL AND MALL AUTHORITIES. 46. CONTRACTOR REQUIRED TO CHECK ALL EXISTING WIRING, DEVICES, SPLICES ETC.. FOR ANY DAMAGE PRIOR TO BID. PROVIDE ANY ADDITIONAL COSTS OF REPAIRING DAMAGED EQUIPMENT IN BID. 3� OOL A parTgND REQU 1/144 Srs RECEIVED CITY OF TUKWILA JAN 01 2013 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 3088 I www.optima-design.com 124 rue McGill I suite 300 I Montreal I Qc h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before ie commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No., DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 N DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE,.AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL DETAILS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. F 3 RISER DIAGRAM GENERAL NOTES I. PARALLEL FEEDER CONDUCTORS SHALL BE GUT TO EXACTLY THE SAME LENGTHS AND SHALL BE FROM THE SAME FACTORY RUN. ALL CONNECTIONS FOR SAME SHALL BE TORQUE TO IDENTICAL VALUES. RISER DIAGRAM KEY NOTES 0 PROVIDE 45 KVA TRANSFORMER SUSPENDED FROM ABOVE IN CORRIDOR (SIMILAR TO SUPSPENSION DETAIL B/05.1). TRANSFORMER TO BE SQUARE D ENERGY EFF I C I ENT TRANSFORMER (c 7.7% EFFI C I ENT) OR EQUAL. OPROVIDE 100 AMP DISCONNECT WITH (3) 100 AMP TIME DELAY FUSES AND 100 AMP METER BASE. COORDINATE INSTALLATION OF NEW METER WITH UTILITY. PROVIDE (4) #3 4 #8 GROUND IN EXISTING 1 1/4" CONDUIT. EXTEND EXISTING CONDUIT TO NEW PANEL 'H' AS REQUIRED. 0 PROVIDE NEW PANELS 'H', 'P' AND 'L'. SEE PANEL SCHEDULES FOR DETAILS. PROVIDE (3) #4 4 (I) #8 GROUND IN I" CONDUIT. 2. EXTERIOR ELECTRICAL WORK SHALL NOT ONLY BE WEATHERPROOF AND WATER -TIGHT BUT ALSO BE RUST -RESISTANT. CONDUCTORS BELOW GRADE OR SUBJECT TO MOISTURE SHALL BE "XHHW-2". PROVIDE FACTORY SERIES COORDINATION FOR ALL CIRCUIT BREAKERS (INCLUDING ALL BRANCH BREAKERS). RELATIVE TO "UPSTREAM" BREAKERS, 50 THAT ONLY THE BREAKER CLOSET IN THE G IRGU I T TO THE LOAD TRIPS UPON OVERLOAD OR FAULT GOND 1 T ON. 5. POWER DISTRIBUTION EQUIPMENT SUPPLIER SHALL PROVIDE EQUIPMENT APPROPRIATELY RATED AND BRACED TO ACCOMMODATE THE AVAILABLE FAULT CURRENT AT THE UTILITY COMPANY TRANSFORMER SECONDARIES. THIS SUPPLIER SHALL ACCORDINGLY PROVIDE RELATED CALCULATIONS 50 THAT THEIR EQUIPMENT 15 PROPERLY COORDINATED FOR THE AVAILABLE FAULT CURRENT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THIS SUPPLIER WITH COPIES OF THE ELECTRICAL DOCUMENTS AS REQUIRED SO THAT PROPERLY RATED / BRACED EQUIPMENT 15 PROVIDED UNDER BASE BID. GROUNDING ELECTRODE CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH N.E.C. NATIONAL ELECTRIC CODE INCLUDING N.E.G. ARTICLE 250 AND TABLE 250-66. THESE CONDUCTORS MAY NOT BE INDICATED ON RISERS ON 51NGLE-LINES, BUT SHALL BE PROVIDED UNDERBASE BID NEVERTHELESS. \ / PROVIDE #5 GROUND PER N:E.C. ART. 250. 0 7. 8. a. PROVIDE LIGHTING CONTACTOR PER DETAIL 'E' ON SHEET E3. LIGHTING CONTACTOR TO HAVE 120V COIL AND 120V, SO AMP RATED CONTACTS. MOUNT CONTACTOR IN A NEMA I TYPE ENCLOSURE. ROUTE CONDUIT AND CONDUCTORS TO PANELS 'L' AND 'P' AS REQUIRED. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH NEG, INCLUDING NEG ARTICLE 250 AND TABLE 250-122. THESE CONDUCTORS MAY NOT BE INDICATED ON RISERS OR SINGLE -LINES, BUT SHALL BE UNDER THE BASE BID NONETHELESS. WORKING CLEARANCES SHALL BE PROVIDED FOR ALL . ELECTRICAL EQUIPMENT (SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, STARTERS, DISCONNECTS, ETC. AS APPLICABLE) IN STRICT COMPLIANCE WITH NEG CHAPTER I, PART B, SECTION 110-26(a). LOCATIONS SHOWN ON FLOOR PLAN ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE ABOVE NEG REFERENCE. THIS REQUIREMENT APPLIES TO EQUIPMENT ON FLOOR PLANS AS WELL AS TO EQUIPMENT SHOWN ON RISER. O PROVIDE (4) #4 4(I) 4*8 GROUND IN l 1/4" CONDUIT. OPROVIDE A CHECK METER. METER CT'S TO BE PROVIDED ON MAIN FEED CONDUCTORS TO PANEL 'H'. 0 PROVIDE (4) #1/0 4 (I) #( GROUND IN 2 CONDUIT. 0 PROVIDE (4) #12 (I) #12 GROUND IN 1/2" CONDUIT. J2 PROVIDE (4) #10 4(I) #10 GROUND IN 3/4" CONDUIT. 13 PROVIDE (2) #12 4(I) #12 GROUND IN 1/2" CONDUIT. 0 PROVIDE CURRENT LIMITING PANEL. SEE DETAIL 'D' ON THIS SHEET. HOLD ALL NEW OVERHEAD ELECTRICAL WORK AS TIGHT A5 POSSIBLE TO THE BOTTOM OF THE OVERHEAD STRUCTURE. LOCATE ANY RELATED PULLBOXES SO THAT THEY WILL BE FULLY ACCESSIBLE AFTER ALL CONSTRUCTION WORK 15 COMPLETE. AS WITH ALL WORK, COORDINATE IN ADVANCE WITH ALL OTHER TRADES. 10. ROUTE FEEDER CONDUITS BELOW GRADE WHEREVER POSSIBLE, VERY LIMITED SPACE EXISTS ABOVE ACOUSTICAL TILE CEILINGS IS NOT AVAILABLE FOR RUNNING CONDUIT. STUDY ALL ARCHITECTURAL, 51 KUCTURAL 4 MECHANICAL DRAWINGS VERY CAREFULLY BEFORE LAYING OUT FEEDER ROUTES. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR. AWARD OF CONTRACT TO INSPECT EXISTING FIELD GOND ITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING GOND ITIONS. 2: THE CONTRACTOR SHALL CONTACT THE ARCH TECT, ENG I NEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENG I'NEER OR OWNER AFTER BIDDING WILL BE F I NAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S "COST. II. ALL PANELS HAVE NEMA I ENCLOSURES UNLESS NOTED OTHERWISE. ALL PANELS ARE SURFACE MOUNTED UNLESS NOTED OTHERWISE. 12. ALL REQUIRED WORK TO CONNECT THE ELECTRIC SOURCE WITHIN THE PREMISES TO POWER LOCATION SHALL BE DESIGNATED BY THE LANDLORD. APPROPRIATE SIZED CONDUIT AND ELEG I '<I GAL SERVICE FEEDERS SHALL BE USED TO CONNECT UP TO THE PREMISES. WORK SHALL INCLUDE EXTENSION TO A POINT DESIGNATED BY LANDLORD, 211/480 VOLT, 3 PHASE, 4 WIRE FEEDERS IN ORDER TO OBTAIN THE ELECTRIC SERVICE. TENANT'S ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL ELECTRICAL CONNECTION TO LANDLORD GEAR WITH LANDLORD. LANDLORD MAY REQUIRE THE COMMON AREA ELECTRICAL ROOM TO BE PERFORMED BY LANDLORD'S DESIGNATED E.G. AT TENANT'S EXPENSE. 3. 'BIDDING CONTRACTORS'. SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRIGT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER' OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SINGLE GANG WALL MOUNTED J BOX 1" CONDUIT FOR SPEAKER WIRING. RUN CONDUIT TO STRUCTURE ABOVE. RUN SPEAKER WIRE TO EACH SPEAKER LOCATION LEAVING 36" SLACK. PR❑VIDE PROTECTIVE PLASTIC GROMMET ON EACH END OF CONDUIT. GASH WRAP COUNTER E3.1 SECURITY CAMERA JUNCTION X MOUNTING ET IL SCALE: NONE i" ELECTRICAL CONDUIT LANDLORD TENANT 3OA/3P/NF/D I SC. EXI5IINS FPB -I IN/ DUCT HEATER 3OA/3P/NF/D I SG. 3OA/3P/NF/D I SC, EXISITNS FPB -2 W/ DUCT HEATER EXISI INS FPB -3 WI DUCT HEATER 0 CEILING NEW PANEL "H" 277/48OV 34), 4W 125A MGB M.L.O. NEW O 45KVA TRANSFORMER 34), 4W 48OV PRIMARY 120/208V SECONDARY 0 0 CLP NEW PANEL "L" 12O/2OEV 34), 4V4 225 AMP 150 AMP 0 LG -I NEW PANEL "P" I2O/208V 34), 4V4 225 AMP M.L.O. (4) 0 FINISHED ELECTRICAL RISER DIAGRAM SCALE: NONE LANDLORD NOTE: TENANTS GG IS REQUIRED TO VERIFY THAT THE LANDLORDS EXISTING AVAILABLE ELECTRICAL SERVICE MEETS THE TENANTS TOTAL CONNECTED LOAD. COORDINATE ALL NEW ROUTING OF CONDUIT, FEEDER GABLES AND CONNECTIONS LANDLORDS MAIN ELECTRICAL REAR WITH MALL OPERATIONS. TGG TO SURVEY ALL EXISTING ELECTRICAL EQUIPMENT AND VERIFY ANY ADDITIONAL LANDLORD WORK TO BE COMPLETED. VERIFY WITH MALL OPERATIONS. ANY AND ALL UPGRADES TO EXISTING EQUIPMENT SHALL BE BY TGG AT TENANTS EXPENSE. 23 3/8"E23.4] O.A. WIDTH ± 14" FAN KNOCKOUTS 113 PLAN E3y 0 SCALE 1'=1'-0" 0 L 1" CONDUIT FOR DATA/PHONE WIRING. PR❑VIDE PROTECTIVE PLASTIC GROMMET ON END OF CONDUIT. RUN CONDUIT TO 10"x10" JUNCTION BOX ABOVE SALES AREA. i" ELECTRICAL CONDUIT GROUND CABINET WITH #8 CONDUCTOR TO SYSTEM GROUND POINT B E3.1 O FLOOR PROVIDE DOUGLAS LIGHTING CONTROLS CURRENT LIMITING PANEL WTP-1005 WITH CURRENT LIMITING BREAKERS AS INDICATED. rD CURRENT LIIVIITING PANEL . E3.1 SCALE: NONE SPEAKER CABLES TO BE SUPPLIED BY G.C. AND TO BE WIRED & CONNECTED BY ELECTRICIAN (2) 120V CIRCUITS, ONE 24 HR IG (P-13) & ONE SWITCHED WITH LIGHTING (L-19). DATA CABLES BY CLIENT DATA CABINET INSTALLATION DETAIL SCALE: AS SHOWN 27" EQ 27 EQ 27" SHELF a I I I I I I 6 NOTE! G.C. TO INSTALL' 5/8" TH, PLYWOOD BACKING (PREFERABLY RECESSED) OTHERWISE SURFACE MOUNTED BETWEEN STANDARDS. SCREWS TO BE PROPERLY SECURED ONTO STUD TO SUPPORT 150 LB. ` METAL RACK. PAINT BACKBOARD TO MATCH WALL CO d-. CO o sEPAvi PeRui-474. iiivo R�QUq�gL RECEIVED CITY OF TUKWIL1 JAN 01 20 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 3188 I www.optima-design.com 124 rue McGill I suite 300 I Montreal I Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT:. JIM KNOCHEL GARAGE. STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL DETAILS SPACE No 1135 AREA 3.784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. I- 3.1 Panel ID: H Voltage: 480 / 277 Panel Type: ND Location: STOCK ROOM Phase: 3 Type Encl.: NEMA -1 Mounting: SURFACE Wire: 4 Main Type: 125 AMP MCB Main Size: 125 Amps All phases to be balanced to within 10% using actual connected loads. WITH EC TO REPLACE EXISTING 100 AMP 3 POLE MCB WI H 125 AMP 3 POLE CIRCUIT BREAKER. WIRE SIZE BRANCH CIRCUIT DESCRIPTION CKT BKR SIZE CKT CKT N.E.C. ACTUAL ACTUAL LOAD (KVA) ACTUAL ; ` N.E.C. CKT CKT WIRE SIZE CKT NO. 1 CKT WIRE BRANCH CiRCUIT BKR BKR LOAD LOAD PHASE HA S LOAD LOAD BKR BKR BRANCH CIRCUIT WIRE CKT NO. SIZE: DESCRIPTION SIZE .OPTION (KVA) (KVA) _ 0.000 (KVA) ( KV A ) -IPTION OPTION SIZE DESCRIPTION R SIZE NO. 1 4 45 KVA XFMR 60/3 0.720 14.697 6.514 A 1.833 1.833 HR 15/3 FPB -1 12 2 3 4 -- -- -- 0.180 13.596 5.177 B 1.833 1.833 -- -- -- -- 12 4 5 4 -- -- -- 0.180 14.270 7.754 C 2.041 2.041 -- -- -- -- 12 6 7 CCTV CLG ENTRY REC SPARE20/1 LC -1 0.180 0.000 0.000 A 2.667 2.667 HR 25/3 FPB -2 10 8:. 9 SHOW WINDOW REC SPARE 20/1 0.360 `' 0.000 0.000 B 5.409 5.409 -= -- -- -- 10 10 11 IT CLOSET QUAD REC SPARE 20/1 0.360 0.000 0.000 C 2.667 2.667 -- -- -- -- 10 12 13 MGR DESK QUAD REC SPARE 20 1 / 0.360 0.000 0.000 A 0.000 0.000. 20/1 20/1 SPARE 18 14 15 MGR DESK REC SPARE 20/1 0.180 0.000 0.0000.000 B 0.000 20/1 20/1 SPARE 20 16 17 RESTROOM REC SPARE 20/1 0.180 - 0.000 0.000 C; 1.410 1.410 HR 1 15/1 _ FPB -3 12 18 Actual Load Panel SummaryN.E.C. Load.Panel SummaryBreaker" Options(If Used): ) Phase A: 11.0 KVA Phase A: 19.2 KVA 69.3 AMPS TC - Wire Thru TimeClock Phase B: 12.4 KVA Phase B: 20.8 KVA 75.2 AMPS LO - Lock -On Device Phase C: 13.9 KVA Phase C: 20.4 KVA 73.6 AMPS GF - - GND Fault CKT Interrupter Total: 37.3 KVA Total: 60.4 KVA 72.7 AMPS QO - Standard Bolt -On Breaker SPARE HR - HACR Rated Circuit Breaker Panel ID: P Voltage: 208 / 120 Panel Type: NQOD Location: STOCK ROOM Phase: 3 Type Encl.: NEMA -1 Mounting: SURFACE Wire: 4 Main Type: MLO Bus Amperage: 225 Amps All phases to be balanced to within 10% using actual connected loads. CKT NO. WIRE SIZE BRANCH CIRCUIT DESCRIPTION CKT BKR SIZE CKT ` BKR OPTION N.E.C. . LOAD (KVA) ACTUAL LOAD (KVA) `' PHASE ACTUAL LOAD (KVA) N.E.C. LOAD (KVA) CKT BKR OPTION CKT BKR SIZE BRANCH CIRCUIT DESCRIPTION WIRE SIZE CKT NO. 1 12 SPARE 20/1 34.875 0.000 0.000 ' A 0.360 0.360 LO 20/1 PHONE BOARD 12 2 3 12 POSTER BOX REC 20/1 TC 0.540 0.540 ' B 0.000 0.000 19.546', 20/1 SPARE 1.0 4 5 12 SALES CEILING/DISPLAY REC 20/1 LC1 0.720 0.720 C 0.300 0.300 LO - 20/1 SECURITY SYSTEM 12 6 7 12 DATA CABINET REC 20/1 LC1 0.180 0.180. A 0.000 0.000 20/1 1 SPARE * USE GREATER OF THE CATEGORIES LF - LINEAR FEET 8 9 12 DATA CABINET REC 20/1 IG 0.180 0.180 '' B 0.000 0.000 20/1 SPARE 10 11 12 CCTV CLG ENTRY REC 20/1 LC -1 0.180 0.180 C < 0.000 0.000 20/1 SPARE 12 13 12 SHOW WINDOW REC 20/1 TC 0.360 `' 0.360 A 0.000 0.000 20/1 SPARE 14 15 12 IT CLOSET QUAD REC 20/1 LC1 0.360 0.360 B 0.000 0.000 20/1 SPARE 16 17 12 MGR DESK QUAD REC 20/1 LC1 0.360 0.360 C 0.000 0.000 20/1 SPARE 18 19 12 MGR DESK REC 20/1 IG 0.180 0.180 A 0.000 0.000 20/1 SPARE 20 21 12 RESTROOM REC 20/1 SW -'d' 0.180 - 0.180 B 0.180 0.180 20/1 STOREFRONT REC 12 22 23 SPARE 20/1 0.000 0.000 C 0.360 0.360 IG 20/1 CASHWRAP QUAD REC 12 24 25 SPARE 20/1 0.000 0.000 A 0.360 0.360 20/1 CASHWRAP QUAD REC 12 26 27 12 IT CLOSET REC 20/1 IG 0.180 0.180 B 0.360 0.360 IG 20/1 CASHWRAP QUAD REC 12 28 29 12 SPARE 20/1 / SW -'b' 0.000 0.000 C 0.360 0.360 20/1 CASHWRAP QUAD REC 12 30 31 12 IT' CLOSET REC 20/1 IG 0.180 0.180 A 1.500 1.500 20/1 WATER HEATER 12 32 33 12 IT CLOSET. QUAD REC 20/1.:. 0.360 0.360 ` B 1.000 1.000 20 -1 / VACUUM GEN REC/BZR / / 12 34 35 12 VACUUM/GEN REC 20/1 0.900 0.900 C' 0.200 .0.200 LO 20/1 / S LC'S/TIMECLOCK 12 36 37 SPARE 20/1 0.000 0.000 A 0.000 0.000 20/1 SPARE 4 38 39 SPARE 20/1 0.000 0.000 B 0.000 0.000 20/1 SPARE 4 ` 40 41 SPARE 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE 4 42 Actual Load Panel Summary Phase A: Phase B: Phase C: Total: 3.1. KVA 3.3 KVA 3.4 KVA N.E.C. Load Panel Phase A: Phase B: Phase C: Total: Summary 3.1 KVA 26.0 AMPS 3.3 KVA 27.8 AMPS 3.4 KVA 28.2 AMPS - Breaker Options (If Used): LC# - Wire Thru Lighting Contactor # LO ` - Lock -On Device IG- Isolated Ground Conductor Connnected to Building Steel TC - Wire Thru Time Clock 9.8 KVA 9.8 KVA 27.3 AMPS Panel ID: L Voltage: 208 / 120 Panel Type: NQOD Location: STOCK ROOM Phase: 3 Type Encl.: NEMA -1 Mounting: SURFACE Wire: 4 Main Type: 150 AMP MCB Main Size: 225 Amps Allhases to be balanced to within 10% usingactual connected loads. p CKT NO. WIRE SIZE BRANCH CIRCUIT DESCRIPTION CKT BKR SIZE CKT BKR OPTION N.E.C. LOAD (KVA) ACTUAL LOAD (KVA) PHASE ACTUAL LOAD (KVA) N.E.C. LOAD KVA CKT BKR OPTION- CKT BKR SIZE BRANCH CIRCUIT DESCRIPTION WIRE SIZE CKT NO. 1 12 OWINDOW LTS SHOW 0 1TC 2 / 34.875 .9, 1 50 0. 39 8 A 0.254 1.500 LO 20/1 NIGHT LTS 12 2 3 0.000 SPARE 20/1 / FIXED ELEC. SPACE HEATING * 0.000 0.000 B 0.000' 0.000 19.546', AIR CONDITIONING SYSTEM * SPACE 1.0 4 5 12 STORE FRONT SIGN 20/1 / TC 1.200 1.200 C 0.000 0.000 MISCELLANEOUS 1.000 SPACE 1.000 6 7 1.000. SPARE 20/1 0.000 0.000 A 0.000 0:000 N.E.C. DEMAND KVA x 1000 SPACE * USE GREATER OF THE CATEGORIES LF - LINEAR FEET 8 9 =480 V - 3 PHASE SPARE 20/1 / 100 AMPS 0.000 0.000 B 0.000 0.000 SPACE 10 11 12 FITTING RM EXHAUST FAN 20/1 LC -1 0.300 0.300 C 0.000 0.000 SPACE 12 13 12 SALES DISPLAY TRACK LTS 20/1 LC1 7.425 1.599 A 0.000 0.000 SPACE 14 15 12 SALES DISPLAY TRACK LTS 20/1 LC1 6.300 0.741 B 0.000 0.000 <. SPACE 16 17 12 SALES DISPLAY TRACK LTS 20/1 LC1 7.725 1.209 C 0.000 0.000 SPACE 18 19 12 SALES DISPLAY LTS 1 LC1 0.702 0.702 A 0.000 0.000 SPACE 20 21 12 CORRIDOR TRACK LTS 1 SW -'d' 3.000 0.140 B 0.000 0.000 SPACE 22 23 SPARE 1 0.000 0.000 C 0.000 0:000 SPACE 24 25 SPARE 1 0.000 0.000 A 0.000 0.000 0 SPACE 26 27 12 GENERAL SALES LTS 1 SW -'c' 0..956 0.956 B 0.000 0.000 SPACE 28 29 12 GENERAL SALES LTS 1 SW -'b' 1.185 1.185 C 0.000 0:000 SPACE 30 31 SPARE 20/1 0.000 0.000 A 0.000 0.000 SPACE 32 33 SPARE 20/1 0.000 0.000 B 0.000 0.000 SPACE 34 35 12 NON -SALES LTS 20/1 0.480 0.480 C 0.000 0,000 SPACE 36 37 SPARE 20/1 0.000 0.000 A 3.120 3.120 60/3 PANEL 'P' 4 38 39 SPARE 20/1 0.000 0.000 B 3.340 3.340 -- -- -= 4 ` 40 41 SPARE 20/1 0.000 0.000 C 3.380 3.380 -- -- -- 4 42 Actual Load Panel Summary Phase A: Phase B: Phase C: Total: 6.5 KVA 5.2 KVA 7.8 KVA N.E.C. Load Panel Phase A: Phase B: Phase C: Total: Summary 14.7 KVA 122.5 AMPS 13.6 KVA 113.3 AMPS 14.3 KVA 118.9 AMPS Breaker Options (If Used): LC# - Wire Thru Lighting Contactor # LO - Lock -On Device IG- Isolated Ground Conductor SW# - Wire Thru Switch TC - Wire Thru. Time Clock 19.4 KVA 42.6 KVA 118.1 AMPS ELECTRICAL LOAD SL MMARY DESCRIPTION CONNECTED KW POWER FACTOR CONNECTED DEMAND KVA N.E.C. CONNECTED EVA N.E.C. DEMAND FACTOR N.E.C. FEEDER DEMAND KVA LIGHTING 9.205 1.0 9.205 9.205 1.25 11.506 "TRACK LIGHTING" 27.900 1.0 27.900 27.900 1.25 34.875 RECEPTACLES 7.740 1.0 7.740 7.740 1.0 < io KW 0.5 RMNDR 7.740 MOTORS 0.000 0.9 0.000 0.000 1.0 0.000 FIXED ELEC. SPACE HEATING * 18.860 1.0 18.860 18.860 125% OF +LARGEST MOTOR 19.546', AIR CONDITIONING SYSTEM * 5.770 1.0 5.770 5.770 1.0 5.770`` ELECTRIC WATER HEATER 1.500 1.0 1.500 1.500 1.25 1.875'- MISCELLANEOUS 1.000 1.0 1.000 1.000 1.0 1.000. TOTALS: NOTES: 25.215 25.215 66.205 76.542 N.E.C. DEMAND KVA x 1000 =MIN FEEDER AMPS * USE GREATER OF THE CATEGORIES LF - LINEAR FEET SYSTEM VOLTAGE x 1.73 ELECTRICAL SERVICE VOLTAGE ELECTRICAL SERVICE AMPERAGE =480 V - 3 PHASE 76.542 KVA x 1000 = 92.1 AMPS 100 AMPS 480 x 1.73 SE P pp'141 1 rANp eQuipieb RECEIVED CITY OF TUKWILA JAN 01 2013 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 3188 I www.optima-design.com 124 rue McGill I suite 300 I Montreal Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 bythe signing architect and engineer of record authoringthese documents is 9 9 9 strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the propertyof the author(s). Display, reproduction or use for anybut the P 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER. MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL PANELSCHEDULES SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. / ELECTRICAL SPECIFICATIONS PART 1 - GENERAL REQUIREMENTS THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING ANY GENERAL AND SUPPLEMENTAL CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE ALL MECHANICAL, ARCHITECTURAL, AND/OR STRUCTURAL DOCUMENTS, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY WHATSOEVER AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN SETTING OUT WORK. WHERE DETAILED METHOD OF INSTALLATION 15 NOT INDICATED OR WHERE VARIATIONS EXIST BETIAEEN DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNER'S REPRESENTATIVE ON JOB SITE SHALL BE FOLLONED. PART 3 - RECORD DRAWINGS AND OPERATING INSTRUCTIONS $ SERVICE MANUAL TWO SETS OF MECHANICAL/ELECTRICAL DRAWINGS SHALL BE PROVIDED AS RECORD DRAWINGS WHICH SHALL BE SEPARATE, GLEAN, SEPIA REPRODUGIBLE5 RESERVED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF THE WORK AS AGMALLY INSTALLED. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS REPORT SHEETS AND THE ELECTRICAL SUB -CONTRACTOR SHALL MAKE ANY NOTATIONS, NEAT AND LEGIBLE THEREON DAILY AS WORK PROCEEDS. THE DRAWINGS SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED BY THE OWNERS REPRESENTATIVE. AT THE COMPLETION OF THE HORK, THESE RECORD DRAWINGS SHALL BE SIGNED BY THE ELECTRICAL SUB -CONTRACTOR, DATED AND RETURNED TO THE OWNER'S REPRESENTATIVE. FINAL PAYMENT OF CONTRACT WILL NOT BE MADE UNTIL RECEIPT AND REVIEW OF SAID DRAWINGS. PROVIDE TWO NEATLY BOUND (INITH TABBED SECTIONS) COPIES OF MAINTENANCE AND INSTRUCTION BOOKS, PARTS LIST PERTAINING TO ALL EQUIPMENT FURNISFIED. SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. FINAL PAYMENT WILL NOT BE MADE UNTIL DRAWINGS FOR RECORD, MAINTENANCE AND INSTRUCTION MANUALS ARE DELIVERED TO THE OWNER'S REPRESENTATIVE. PART 4 -PERMITS AND REGULATIONS . THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE SHALL BE THE MINIMUM REQUIREMENT FOR ALL HORK. ALL ELECTRICAL MATERIALS USED IN THIS WORK AND ALL WORKMANSHIP AND TESTS PERFORMED THEREIN UNLESS SPECIFICALLY SPECIFIED SHALL CONFORM TO THE ' LATEST RULES AND REGULATIONS AND SPECIFICATIONS OF THE NATIONAL BOARD OF FIREONLY UNDERWRITERS LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION AND UTILITY COMPANY. EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR COMPLIANCE INITH PREVAILING CODES, REGULATIONS AND ORDINANCES AND BASE BID AND WORK ' ACCORDINGLY. ANY MINOR DISCREPANCY BETWEEN THESE DRAWING5/5PEGIFIGATION5 AND CODES, LAWS, ORDINANCES, RULES AND REGULATIONS SHALL BE CORRECTED BY THIS CONTRACTOR AS REQUIRED HITHOUT ANY ADDITIONAL REIMBURSEMENT. MAJOR DISCREPENGIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER (IN WRITING), PRIOR TO INSTALLATION, ALONG WITH THE CONTRACTOR'S PROPOSED COST FOR CORRECTION. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS OR CERTIFICATES OF INSPECTION AND Ail-KOVAL REQUIRED FOR THIS BRANCH OF THE WORK. OWNER SHALL BE FURNISHED WITH CERTIFICATES OF FINAL INSPECTION AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THIS BRANCH OF THE WORK. PART 5 - DRAININGS AND SPECIFICATIONS THE SPECIFICATIONS AND ACCOMPANYING DRAWINGS ARE INTENDED TO DESCRIBE TI -E SCOPE OF ALL ELEGTRIG/MEGHANIGAL WORK. THE DRAWINGS ARE AN OUTLINE TO INDIGAIE THE APPROXIMATE LOCATION AND ARRANGEMENT OF RACEIAIAYS, WIRING AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOIAIED A5 CLOSELY A5 POSSIBLE IN EXECUTING OF THE WORK. SHOULD THERE BE A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THIS CONTRACTOR SHALL REFER THE MATER TO THE OWNERS REPRESENTATIVE FOR A DECISION AS TO PART 8, - GROUNDING ALL METALLIC CONDUIT, SURFACE WIREWAYS, SUPPORTS, CABINET AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE INITH THE LATEST ISSUE OF THE NATIONAL ELECTRICAL CODE AND SHOWN ON PLANS. THE GROUND TERMINALS OF RECEPTACLES SHALL BE CONNECTED TO THE EQUIPMENT GROUND BUS OF THE SOURCE BRANCH CIRCUIT PANELBOARD. ALL GROUNDING CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY. ALL CONNECTIONS TO EQUIPMENT OR CONDUIT SHALL BE MAKE NITH AN APPROVED CONDUCTOR AND SAME SHALL BE BOLTED OR CLAMPED TO EQUIPMENT AND CONDUIT. ALL CONTACT SURFACES SHALL BE THOROUGHLY GLEANED AND BRIGHT E3EFORE CONNECTIONS TO INSURE A GOOD METAL CONTACT. ALL NEW BRANCH CIRCUITING INSTALLED UNDER THIS CONTRACT SHALL BE PROVIDED WITH REDUNDANT INSULATED PARITY SIZED GREEN GROUND WIRE BY THIS CONTRACTOR, INSTALLED IN STRICT ACCORDANCE WITH NEG ARTICLE 511. THI5 CONTRACTOR SHALL FIELD TEST ALL EXPOSED CONDUCTIVE SURFACES IN ALL NEW "PATIENT VICINITY" AREAS, AND PROVIDE ALL NECESSARY CORRECTIVE WORK (IF ANY) TO COMPLY WITH GROUNDING REQUIREMENTS OF NEC ARTICLE 511 PROVIDE DOCUMENTATION OF ALL TESTING RESULTS TO ENGINEER AND STATE ELECTRICAL INSPECTOR. PART q - CONDUIT AND FITTINGS ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RAGEINAY SYSTEMS SEPARATE FROM EACH OTHER (IE. 24V SEPARATE FROM 120/208V). VOICE AND DATA GABLES MAY SHARE RAGEINAYS. ALL WIRING RUN IN FINISHED SPACES SHALL BE RUN IN HIREMOLD STEEL RACEWAY. ALL CONDUIT INSTALLED INDOORS SHALL BE GALVANIZED STEEL EMT (3/4" MINIMUM); ALL FITTINGS FOR SAME SHALL BE SET SCREW TYPE STEEL, HITH INSULATED THROATS. ALL WIRING OF ALL SYSTEMS SHALL BE INSTALLED IN CONDUIT UNLESS SPECIFICALLY INDICATED OTHERWISE HEREIN OR ON DRAWINGS. CONDUIT RUNS EXCEEDING 100 FEET IN LENGTH OR HAVING IN EXCESS OF THREE (10 DEGREE TURNS SHALL BE PROVIDED INITH PULL BOXES. CONDUIT FILL SHALL NOT EXCEED 30 PERCENT. ALL CONDUIT SYSTEMS (INCLUDING J.E3.15, PB.15, ETC.) SHALL BE PERMANENTLY IDENTIFIED. NEW BRANCH CIRCUIT HOME -RUN CONDUITS SHALL BE NO LARGER THAN I-1/4" DIAMETER. CONDUIT FILL SHALL NOT EXCFFD NEC REQUIREMENTS. CONDUIT SHALL BE GLEANED INSIDE BEFORE ANY WIRES ARE PULI Fr). CONDUIT ENDS SHALL BE GAPPED AND PLUGGED WITH STANDARD ACCESSORIES AS SOON AS CONDUIT HAS BEEN PERMANENTLY INSTALLED. CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE PROVIDED WITH SWEEP BENDS AND BALING WIRE FOR PULLING. ALL JOINTS SHALL BE MADE TIGHT WITH NATERTIGHT COUPLINGS MATCHING CONDUIT AND ALL CORNERS SHALL BE MAKE WITH LONG RADIUS. THE ENDS OF ALL CONDUITS SHALL BE GUT SQUARE AND REAMED AND ALL JOINTS BROUGHT TO A SHOULDER. CONDUIT SHALL BE CONTINUOUS BETWEEN OUTLETS TO MAKE A COMPLETE INSTALLATION AND TO EFFECT A CONTINUOUS GROUND. SUITABLE SUPPORTS AND FASTENING SHALL BE PROVIDED FOR CONDUIT. CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE 5GREINS ON METAL SURFACES AND HOOD SCREWS ON HOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL COMPONENTS. PROVIDE SLEEVES FOR ALL FIRE HALL AND SMOKE PARTITION PENETRATIONS (SEALED ACCORDINGLY). ALL RACEWAYS SHALL BE ENTIRELY FREE OF PLASTER, MORTAR, HATER AND OTHER FOREIGN MATTER. RACEWAYS INSTALLED UNDER THIS CONTRACT WITHOUT CONDUCTORS SHALL HAVE BALING INIRE LEFT IN RACEWAYS FROM OUTLET TO OUTLET FOR FUTURE PULLING OF CONDUCTORS. RACEWAYS OPEN ENDS SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER. WHERE "FISHING" THROUGH EXISTING HOLLOIN PARTITIONS 15 MANDATORY, USE MINIMUM 3/4" PROVIDE COLOR CODED JACKETS TO IDENTIFY RUNS OF DIFFERENT SYSTEMS. NEATLY ROUTE GABLES PARALI Fl AND PERPENDICULAR TO BUILDING ARCHITECTURAL LINES. GROUP GABLES BY SYSTEM TYPE WHEREVER POSSIBLE. VERIFY EXACT LOCATIONS OF TELEPHONE SWITCH, DATA SERVER(S), HEAD -END EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. REVIEW ALL TERMINATION AND LABELING REQUIREMENTS WITH OWNER IN ADVANCE. ALL GABLE SHALL BE PROVIDED WITH PERMANENT ADHESIVE LABELING IDENTIFICATION BY THIS CONTRACTOR. PROVIDE TRANSPARENT ADHESIVE COVERINGS OVER EACH LABEL, WRAPPED AROUND THE LABELS AT LEAST THO TIMES. THE LONG AXIS OF THE LABELS SHALL INSTALLED BE PARALLEL TO THE LONG AXIS OF THE RESPECTIVE GABLE ASSEMBLIES. LABELS SHALL BE APPROXIMATELY I -I/2" LONG BY 3/8" HIGH. INSTALL POWER GABLES IN A MANNER WHICH PREVENTS OVER -HEATING. OTHERWISE, WHEREVER POSSIBLE, BUNDLE GABLES OF THE SAME SYSTEM TOGETHER. ALSO PROVIDE COLOR CODED JACKETS, OR OTHER APPROVED LABELLING/IDENTIFIGATION METHOD, TO IDENTIFY RUN5 OF DIFFERENT SYSTEMS. ALL GABLES WHICH ARE NOT ROUTED IN CONDUIT SHALL BE NEATLY BUNDLED, SECURED AT FOUR FOOT INTERVALS AND IDENTIFIED AT TEN FOOT INTERVALS. WHEREVER POSSIBLE, BUNDLE GABLES OF THE SAME SYSTEM TOGETHER. CONDUIT SIZES (AND SYSTEMS FURNITURE INI-IPS INHERE APPLICABLE) SHALL BE PROVIDED AS FOLLOWS. PROVIDE ADDITIONAL NALL OUTLET BOXES AND ADDITIONAL WHIPS AS/IF REQUIRED AT SYSTEMS FURNITURE TO ACHIEVE SAME. CONDUIT DIAMETER APPLICATION (I) 3/4" ALL IAIALL PHONES (I) I" ALL HALL TECH. OUTLETS AT INDIVIDUAL DESKS OR TABLES. (I) I" ALL WALL TECH. OUTLETS AT INDIV. PG'5, COPIERS, FAXES, ETC. (I) I" UP TO TWO WORKSTATIONS. (2)1" UP TO FIVE WORKSTATIONS. (3) I" UP TO EIGHT WORKSTATIONS. (I) I-1/4" UP TO THREE IAIORKSTATIONS. (2) I -I/4" UP TO EIGHT WORKSTATIONS. CEILING CAVITIES WILL NOT BE USED AS ENVIRONMENTAL AIR PLENUMS. PART 12 - OUTLET, JUNCTION AND SINITCHBOXES GANG TWE OUTLET BOXES SHALL NOT I3E U5ED. THE OUTLET BOX LOCATIONS INDICATED ON DRAWINGS SHALL BE CONSIDERED APPROXIMATE, AND THEREFORE, IT SHALL BE INCUMBENT UPON THIS CONTRACTOR TO STUDY THE GENERAL CONSTRUCTION WITH RELATION TO SPACES AND EQUIPMENT SURROUNDING EACH OUTLET. ALL OUTLET, SWITCH AND JUNCTION BOXES SHALL BE MADE OF CODE GALVANIZED STEEL GOMPLt I t WITH RINGS AND SCREW COVER PLATES AND LOCATED NI -ERE SHOWN AND NOTED ON DRAININ6s. NHERE CONDUIT IS CONGEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X I-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH NITI-I FINISHED HALL SURFACE. WHERE OUTLET BOXES OCCUR IN BLOCK, CINDER, OR CONCRETE BLOCK, FACING TILE OR OTHER MATERIAL WHERE SUCH MATERIALS FORM THE FINISHED WALL SURFACE, THE OPENING FOR THE BOX SHALL BE GUT NEATLY AND OF THE SIZE THAT THE COVER PLATE WILL COVER ALL PARTS OF THE OPENING. GONDULETS SHALL BE USED ON EXPOSED RACEWAYS. IN GENERAL, JUNCTION BOXES SHALL BE FURNISHED AND REQUIRED BY THE NATIONAL ELECTRIC CODE, OF THE PROPER SIZES, AND SHALL BE CONSTRUCTED OF *12 GAUGE STEEL WITH REMOVABLE FRONT FASTENED ON WITH COUNTER SUNK HEAD SCREW'S OR OTHER MEANS. FOR SPECIAL APPLICATION, JUNCTION BOXES SHALL BE NOTED, DETAILED AND/OR SIZED ON THE DRAWINGS OR IN THE FIELD AS REQUIRED. PART 13 - HEIGHT OF BOXES PRIOR TO ROUGH -IN, VERIFY ALL BOX/DEVICE MOUNTING HEIGHTS AND LOCATIONS IN FIELD WITH DINERS REPRESENTATIVE RELATIVE TO EQUIPMENT BEING SERVED AND RELATIVE TO EXISTING CONDITIONS INHERE APPLIGAI3LE. N GENERAL, INHERE NOT LOCATED AT COUNTER AREAS, THE HEIGHT OF BOXES FROM FINISHED FLOOR TO GEN I t1< OF BOXES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON PLANS: SWITCHES 4'0" RECEPTACLES I'S" TELEPHONE OUTLETS (DESK PHONE) 1'6" TELEPHONE OUTLETS (HALL PHONE) 4'6" DATA GABLE OUTLETS 1'8" FIRE ALARM MANUAL PULL STATIONS 4'0" FIRE ALARM AN ALARMS 6'6" VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION DEVICES AT SPECIAL HEIGHTS AS DIRECTED IN FIELD. PART 14 - WIRE AND CABLE FURNISH AND INSTALL ALL NECESSARY GAE3LE OF THE SIZE AND -TYPE INDICATED ON THE DRAWINGS OR SPECIFIED HEREINAFTER. ALL WIRE SHALL BE COPPER. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN 412 ANS SHALL BE INSTALLED UNLESS SPECIFICALLY DESIGNATED. USE OF *14 COLOR CODED HIRE HILL BE ALLOWED FOR CONTROL CIRCUITS ONLY. ALL WIRING SHALL BE IN CONDUIT UNLESS SPECIFICALLY INDICATED OTHERWISE 1-1EREIN. ALL CONDUCTORS SHALL E3E COPPER. PROVIDE STRANDED CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERNISE. PROVIDE THHNI/THWIN INSULATION FOR ALL CONDUCTORS SIZE 500 MGM (KGMIL) AND LARGER, AND NO. ft, AWG AND SMALLER. FOR ALL OTHER SIZES PROVIDE THIAI OR THHWTHINN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. PROVIDE COLOR CODED INSULATION/JACKET FOR PHASE IDENTIFICATION. ALL WIRES SHALL BE RATED AT 600 VOLTS. PROVIDE TYPE X1 -1H11-2 INSULATION FOR ALL WIRING SUBJECT TO MOISTURE, FOR ALL HIRING BELOW GRADE AND FOR ALL WIRING FED FROM ISOLATED POWER SYSTEMS. KEEP CONDUCTOR SPLICES TO MINIMUM. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE 15 BEING INSTALLED IN SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY. INSTALL SPLICE AND TAP CONNECTORS WHICH P055E55 EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. INCREASE HIRE SIZES PER NEC TO OFFSET VOLTAGE DROP A5/1F REQUIRED. PART 15 - WIRING DEVICES DEVICE COLORS: UNLESS INDICATED OTHERWISE WITHIN CONTRACT DOCUMENTS OR DIRECTED OTHERWISE IN FIELD, ALL NORMAL WIRING DEVICES/HALL PLATES SHALL BE IVORY IN COLOR TO MATCH BODIES. SPECIFICATION GRADE W.E.A.G_Lf:21.1_ L tX Rtbd-'AGLE5 SHALL BE EQUAL TO LEVITON *5362 SERIES NEMA 5-20R). SINGLE RECEPTACLES SHALL BE EQUAL TO LEVITON *5361 SERIES NEMA 5-20R). GROUND FAULT CIRCUIT INTERRUP I tR DUPLEX RECEPTACLES SHALL BE EQUAL TO LEVITON 48&5161 SERIES NEMA 5-20R). GROUND FAULT CIRCUIT INTERRUPTER BLANK FACE SWITCH -RATED DEVICES SHALL BE EQUAL TO LEVITON 46440 SERIES. SURGE SUPPRESSOR DUPLEX RECEPTACLES FOR STANDARD APPLICATIONS SHALL BE EQUAL TO HUBBELL 45362_5 SERIES NEMA 5-20R). SURGE SUPPRESSOR DUPLEX RECEPTACLES FOR ISOLATED GROUND APPLICATIONS SHALL BE EQUAL TO HUBBELL 4165362_5 SERIES, WITH ISOLATED GROUND CONSTRUCTION AND FACTORY TRIANGULAR MARKING ON FACE NEMA 5-20R). SURGE SUPPRESSOR QUADRUPLEX (4 -FLEX) RECEPTACLES FOR RETROFIT ISOLATED GROUND APPLICATIONS SHALL BE EQUAL TO HUBBELL 41-113L420_5 SERIES HITH 41-113L4AP_ SURFACE MOUNTED ADAN I LR PLATE FOR USE ON I -GANG OR 2 -GANG OUTLET BOXES NEMA 5-20R). - DUPLEX ISOLATED GROUND RECEPTACLES SHALL BE EQUAL TO LEVITON 45362-16. SINGLE ISOLATED GROUND RECEPTACLES SHALL BE EQUAL TO LEVITON 45361-16' NEMA 5-20R). SPECIAL PURPOSE RECEPTACLES SHALL BE OF THE SIZE, TYPE AND MANUFACTURER AS INDICATED ON THE PLANS OR AS DETERMINED IN FIELD. REFER TO GROUNDING SECTION FOR SPECIAL RECEPTACLE GROUNDING REQUIREMENTS. SWITCHES: SINGLE POLE SWITCHES SHALL BE EQUAL TO LEVITON 41221-2 SERIES. DOUBLE -POLE SWITCHES 5FIALL BE EQUAL TO LEVITON 41222-2 SERIES; 3-1AlAY SWITCHES SHALL BE EQUAL TO LEVITON *1223-2 SERIES; 4 -WAY SWITCHES SHALL BE EQUAL TO LEVITON 41224-2 SERIES. LOCKING TYPE SINITGI 1E5 SHALL BE SAME AS ABOVE EXCEPT WITH "L" SUFFIX. PROVIDE SIX KEYS. DIMMER SWITCHES SHALL BE EQUAL TO LUTRON *NT SERIES. EQUIP INITH ELECTROMAGNETIC FILTER TO ELIMINATE NOISE, RF AND TV INTERFERENCE. PROVIDE SEPARATE NEUTRALS FOR THE CIRCUITS WHICH FEED LIGHTING SERVED BY DIMMER SNITCHES. DO NOT BREAK OFF HEAT SINK FINS WHEN GANGING. WALL PLATES: PROVIDE WALL PLATES WITH ENGRAVED LEGENDS INHERE INDICATED ON DRAWINGS AND/OR INHERE REQUIRED PER ELECTRICAL IDENTIFICATION SECTION. ALL DEVICE INALLPLATE5 SHALL BE STANDARD SIZE; "MEDNAy", "OVERSIZED" ("JUMBO") OR "EXTRA DEEP" INALLPLATE5 SHALL NOT BE ACCEPTABLE. CONSTRUCT INITH METAL 5GREIN5 FOR SECURING PLATES TO DEVICES; SCREW! HEADS COLORED TO MATCH FINISH OF PLATES. HALLPLATE5 IN FINISHED PAINTED AREAS SHALL BE COMMERCIAL SPECIFICATION GRADE, WHITE PLASTIC COVERS. HALLPLATE5 IN WOOD FINISHED AREAS SHALL BE BROWN PLASTIC. PART 16 - SUPPORTS, INSERTS, GUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL GUTTING AND PATCHING REQUIRED FOR THE ADMISSION OF HIS WORK. ANY DAMAGE DONE BY THIS CONTRACTOR TO THE BUILDING DURING THE PROGRESS OF H15 1A1ORK SHALL BE MADE GOOD AT HIS OWN EXPENSE. ALL PATCHING SHALL BE DONE BY A SKILLED CRAFTSMAN IN THAT RESPECTIVE TRADE. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO SUPERVISE THE INSTALLATION OF, AND PAY FOR ALL ADDITIONAL MEMBERS, HOOD OR METAL AND LABOR INHIGH MAY BE REQUIRED TO SUPPORT ANY TYPE OF PERMANENT OR TEMPORARY ELECTRICAL APPARATUS EMPLOYED IN THE EXECUTION OF THIS CONTRACTOR'S WORK. SEAL ALL NEIN FLOOR, CEILING, WALL, SLAB, ETC. PENETRATIONS TO MATCH OR EXCEED EXISTING/NEW ASSEMBLY FIRE RATINGS. PROVIDE SLEEVE SEALS FOR ALL SLEEVES; PROVIDE SLEEVES FOR ALL PENETRATIONS. VERIFY REQUIREMENTS IN FIELD. ALI PENETRATIONS OF FIRE -RATED OR SMOKE -RATED HALLS, FLOORS, CEILINGS, ETC. SHALL BE SEALED IMMEDIATELY AFTER RACEWAYS ARE INSTALLED. ALL NEN ELECTRICALLY RELATED WORK SHALL BE SUPPORTED DIRECTLY FROM BUILDING STRUCTURAL MEMBERS. NEN ELECTRICALLY RELATED HORK SHALL NOT BE SUPPORTED FROM DUCTWORK, DUCTWORK HANGERS, CEILING SUPPORTS, EXISTING CONDUIT SUPPORTS, ETC. ALL CONDUITS (AND GABLE ASSEMBLIES, WHERE APPLICABLE) SHALL BE ROUTED PARALLEL TO BUILDING 5TRUcTURAL MEMBERS. ANY AND ALL NONCOMPLYING WORK INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE REMOVED AND REINSTALLED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF THE FI FCTRIGAL CONTRACTOR. PART 11 - LIGHTING FIXTURES ALL SURFACE MOUNTED BALLASTED FIXTURES SHALL BE MOUNTED INITH AIR SPACES BETWEEN FIXTURE AND SUIRFAGE PER LATEST EDITION OF NFPA/NEG. ALL RECESSED FIXTURES 5FIALL BE EQUIPPED WITH NECESSARY PLASTER FRAMES AND SURFACE TRIM. ALL RECESSED FLUORESCENT FIXTURES SHALL BE EQUIPPED AND SUITABLY CONSTRUCTED TO OPERATE INITH "P" RATED BALLASTS. ALL RECESS MOUNTED INCANDESCENT AND H.I.D. FIXTURES SHALL HAVE UL APPROVED THERMAL PROTECTION PER LATEST EDITION OF NFPA/NEG. ALL JUNCTION BOXES AND SERVICEABLE COMPONENTS (BALLASTS, THERMAL PROTECTION DEVICES, FUSES, ETC.) FOR RECESSED FIXTURES SHALL BE READILY ACCESSIBLE FOR SERVICE OR REPLACEMENT FROM BELOW THE CEILING, WITHOUT REMOVING ANY CEILING COMPONENTS (OTHER THAN TILES). THE CONTRACT INCLUDES ALL ITEMS OF MA I EKIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED. ALL WORK, MATERIALS, AND EQUIPMENT SHALL HAVE A ONE YEAR INARRANTY AFTER ACCEPTANCE OF THE INORK BY THE °INNER. ANY DEITGTIVE ITEMS SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL SUB -CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. PERFORM WORK UNDER THIS CONTRACT IN CLOSE HARMONY WITH OTHER CONTRACTORS 50 COMPLETED WORK SHALL PRESENT A NEAT AND WORKMANLIKE INSTALLATION. EXPOSED FINISHED MA I tRIALS AND EQUIPMENT SHALL BE CAREFULLY GLEANED AND WIPED TO REMOVE GREASE, SMUDGES, DUST AND OTHER SPOTS AND 1_& I SMOOTH AND GLEAN. DURING THE PROGRESS OF THE INORK, THE ELECTRICAL SUB -CONTRACTOR SHALL CAREFULLY GLEAN UP AHK HIS MEN AND SHALL LEAVE THE PREMISES AND ALL PORTIONS OF THE BUILDING IN WHICH HE 15 WORKING FREE OF DEBRIS AND IN A GLEAN AND SAFE CONDITION. TIGHTEN FL FGTRIGAL CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR EQUIPMENT GONNEGTOR5. WHERE MANUFACTURER'S TORQUING REQUIREMENTS AIRE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUES SPECIFIED IN APPLICABLE UL AND NEC STANDARDS. WHENEVER THE WORDS "CONTRACTOR", "THIS CONTRACTOR", ETC. APPEAR ON DRAWINGS OR IN THESE SPECIFICATIONS FOR THE ELECTRICAL HORK, IT SHALL REFER TO THE ELECTRICAL SUB -CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL SU BE INTERPRETED TO MEAN "FURNISH 4 INSTALL". OUTLET MOUNTING HEIGHTS AS INDICATED ON THE PLANS ARE APPROXIMATE TO BE U5ED FOR BIDDING PURPOSES ONLY. THE EXACT MOUNTING HEIGHT OF OUTLETS SHALL BE DETERMINED IN THE FIELD WITH RELATION TO ARCHITECTURAL DETAILS AND EQUIPMENT BEING SERVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE OUTLET LOCATION HITH EQUIPMENT. THE OWNER'S REPRESENTATIVE SHALL BE PERMITTED TO RELOCATE ANY OUTLET PRIOR TO INSTALLATION WITHIN A 15 FOOT LIMIT AT NO ADDITIONAL CHARGE IN CONTRACT PRICE. ALL FASTENERS, HANGERS AND METHODS OF HANGING EXPOSED NORK IN FINISHED AREAS SHALL BE SUBMITTED TO THE OWNERS REPRESENTATIVE FOR APPROVAL BEFORE INSTALLATION. IF DURING CONSTRUCTION IF BECOMES APPARENT THAT CERTAIN MINOR CHANGES IN LAYOUT WILL EFFECT A NEATER JOB OR BETTER ARRANGEMENT, SUCH ALTERATIONS SHALL BE MADE AS PART OF THE CONTRACT. ENGINEER'S APPROVAL SHALL BE OBTAINED BEFORE MAKING SUCH CHANGES. WORKMANSHIP THROUGHOUT SHALL CONFORM TO THE STANDARDS OF BEST PRACTICE. MARKS, DENTS OR FINISH SCRATCHES HILL NOT BE PERMITTED ON ANY EXPOSED MATERIALS, FIXTURES OR FITTINGS. INSIDE OF PANELS 4 EQUIPMENT BOXES SHALL BE LEFT GLEAN. THE SYSTEM SHALL RING ENTIRELY FREE FROM GROUND WHEN TESTED OUT IN TI -E PRESENCE OF THE OWNER'S REPRESENTATIVE. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTRUCTION OF EACH SYSTEM TO THE SATISFACTION OF THE °INNER'S REPRESENTATIVE. UPON COMPLETION OF THE JOB, THIS CONTRACTOR SHALL FURNISH THE OWNER HITH A COMPLETE SET OF OPERATING INSTRUCTIONS ON ALL FI FCTRIGAL SYSTEMS INSTALLED. THE ELECTRICAL CONTRACTOR SHALL CONSULT THE PLANS OF ALL OTHER TIRADES IN ALL INSTANCES BEFORE INSTALLING HIS HORK 50 THAT HIS PIPING HILL NOT INTERFERE WITH THOSE BRANCHES. IN THE EVENT OF A CONFLICT, THIS CONTRACTOR SHALL REPORT TO THE °INNER'S REPRESENTATIVE AT ONCE AND DO NO FURTHER WORK TO BE INSTALLED UNTIL A SATISFACTORY ARRANGEMENT 15 DECIDED UPON. ANY HORK DONE, OR EQUIPMENT PLACED IN POSITION BY THIS CONTRACTOR, CREATING A CONFLICT IN VIOLATION HEREOF, SHALL BE READJUSTED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. THE DECISION OF THE OWNER'S 'REPRESENTATIVE SHALL I3E FINAL IN REGARD TO CHANGES DUE TO CONFLICTING CONDITIONS. PART 2 - SHOP DRAWINGS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL ITEMS OF MATERIAL AND EQUIPMENT FOR APPROVAL BY THE ENGINEER. THE CONTRACTOR 15 NOT AUTHORIZED TO PURCHASE ANY MATERIAL UNTIL SUCH AI-VROVAL 15 OBTAINED. A MINIMUM OF 5IX SEPARATE SETS OF DRAWINGS 15 REQUIRED AND WILL BE DISTRIBUTED AS FOLLOWS: I COPY FOR ENGINEER'S FILE; I COPY FOR ARCHITECT'S FILE; 2 COPIES FOR THE OIAINER'S FILE; 2 COPIES FOR THE CONTRACTOR. SHOP DRAININGS SHALL BE NEATLY BOUND IN A FLAT RING BINDER HAVING JOB NAME AND CONTRACTOR'S NAME ON COVER. A SINGLE SUBMISSION 15 PREFERRED HAVING ALL ITEMS INCLUDED. LOOSE SHEET OR INCOMPLETE SUBMITTALS HILL NOT BE ACCEPTED. ALL ITEMS OF MATERIAL TO BE SUPPLIED INHIGH DO NOT REQUIRE SHOP DRAINING SUBMISSION SUCH AS CONDUIT, WIRE, BOXES, ETC., SHALL BE LISTED AS SEPARATE MATERIAL SHOWING MANUFACTURER'S NAME AND CATALOG NUMBER AND TYPE AND SHALL BE INCLUDED WITH SHOP DRAWINGS SUBMITTAL. METHOD OR MA I tRIAL. ELECTRICAL CONTRACTOR SHALL REFER TO DRAWINGS OF ALL OTHER TRADES FOR DETAILS, DIMENSIONS AND LOCATIONS OF OTHER WORK AND ROUTE HIS WORK 50 AS NOT TO CONFLICT WITH ANY OTHER BRANCH. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING QUANTITIES OF EQUIPMENT MENTIONED IN THE SPECIFICATIONS WITH THOSE SHOIAIN ON THE DRAWINGS. IF DISCREPENGIES ARE NOTED, PROVIDE THE GREATER OF THE QUANTITIES OR THE BE I I tR OF THE QUALITIES AS APPLICABLE. PART 6 - MATERIALS AND EQUIPMENT ALL MATERIALS AND EQUIPMENT SHALL BE NEN. ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE UNDERWIRI ftR'S LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED. CERTAIN MANUFACTURERS OF MA TERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MA I tRIAL. THIS CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. INHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT 15 SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS L310 WHICH MAKE HE PROPOSES TO FURNISH.APPROVED PART 1 - ELECTRICAL IDENTIFICATION PROVIDE MANUFACTURER'S STANDARD SELF-ADHESIVE VINYL TAPE NOT LESSTHAN 3 MILS THICK BY I-1/2" NIDE. WHERE APPLICABLE, INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, INALL/FLOOR/, ETC. UNLESS OTHERWISE INDICATED OR REQUIRED BY GOVERNING REGULATIONS, PROVIDE ORANGE TAPE WITH BLACK LE I I LRS. PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL GABLES AND CONDUCTORS. PROVIDE MANUFACTURER'S STANDARD COLOR CODING FOR CABLE/CONDUCTOR JACKET AND/OR INSULATION FOR ALL GABLES AND CONDUCTORS OF ALL SYSTEMS. MATCH IDENTIFICATION INITH MARKING SYSTEM USED IN EXISTING SYSTEMS (WHERE APPLICABLE), SHOP DRAWINGS, CONTRACT DOCUMENTS, AND siMILAR PREVIOUSLY EsTABLISHED IDENTIFICATION FOR PROJECT'S ELECTRICAL WORK. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. INSTALL ENGRAVED PLASTIC -LAMINATE SIGN ON MAJOR UNITS OF ELECTRICAL EQUIPMENT, INCLUDING CENTRAL OR MASTER UNIT OF EACH ELECTRICAL SYSTEM INCLUDING COMMUNICATION/CONTROL/SIGNAL SYSTEMS, UNLESS UNIT 15 SPECIFIED WITH ITS OWN "GREENFIELD" (51 ttL) FOR LOW GE VOLTACABLING AND METAL -GLAD FOR POWER. OTHERWISE TYPE MG MAY ONLY BE USED FOR 6' FIXTURE WHIPS, UNLESS CASE-BY-CASE PERMISSION 15 GRANTED BY ENGINEER AND OWNER. PART 10 - METHOD OF HIRING - POINER BRANCH SUBFEEDER CIRCUITS SHALL BE INSTALLED AS SHOWN ON THE FLOOR PLANS. WHERE OUTLETS ARE INDICATED BY LETTERS ON PLANS, THEY SHALL BE CONTROLLED BY CORRESPONDING SWITCHES. NO INIRE SIZE SMALLER THAN NO. 12 SHALL I3E USED FOR ANY BRANCH CIRCUIT UNLESS OTHERWISE NOTED ON PLANS FOR CONTROL CIRCUITS. LARGER SIZES SHALL BE USED WHERE REQUIRED AND/OR INDICATED ON THE PLANS. DISTANCES FROM PANEL TO FIRST OUTLET OF A 15 OR 20 AMPERE BRANCH CIRCUIT SHALL REQUIRE THE FOLLOWING MINIMUM HIRE SIZE TO THE FIRST OUTLET. UP TO 100 FEET: *12 100 TO 200 FEET: *10 MORE THAN 200 FEET: 48 ALL BRANCH CIRCUITS MORE THAN 200 FEET IN LENGTH SHALL BE MINIMUM NO. 10 TO THE LAST OUTLET. CONTROL CIRCUITS SHALL BE NO. 14 EXCEPT FOR RUNS EXCEEDING 300 FEET WHERE THEY SHALL BE NO. 12. OUTLETS SHALL BE LOCATED APPROXIMATELY AS SHOWN ON THE PLANS AND SHALL BE HIRED TO PROVIDE CONTROL OF OUTLETS INDICATED. ALL WIRES OF ANY ONE CIRCUIT SHALL BE RUN IN THE SAME CONDUIT. ALL WIRES SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. MECHANICAL HIRE SPLICERS SHALL BE 5GOTCHLOCK INSULATED TYPE, T4B STAKON OR APPROVED EQUAL. THE CONDUCTORS TERMINATING AT EACH HIRED OUTLET SHALL BE LEFT NOT LESS THAN 8" LONG AT THEIR OUTLET FITTINGS TO FACILITATE INSTALLMENT OF DEVICES OF FIXTURES. FRICTION AND RUBBER TAPE CONFORM TO FEDERAL SPECIFICATIONS HH -T -II AND HH -T -II I. PLASTIC ELECTRICAL TAPE SHALL BE SCOTCH *33+ OR APPROVED EQUAL. PART II - METHOD OF WIRING - COMMUNICATIONS GENERAL VOICE AND DATA GABLES SHALL BE INSTALLED IN GABLE TRAY WHERE INDICATED ON DRAWINGS. ALL OTHER WIRING/GABLES OF VOICE/DATA SYSTEMS AND ALL OTHER SYSTEMS SHALL BE INSTALLED IN CONDUIT, 3/4" MINIMUM. VERIFY ROUTE FOR NEN GABLE TRAY HORK ABOVE CEILING IN FIFI 17 IN ADVANCE WITH OWNER. WHERE PLAS I ER FRAMES ARE INFERRED FOR LIGHTING FIXTURES (EITHER BY NARRATIVE OR BY CATALOG NUMBER OR I3Y APPLICATION) THE ACTUAL FUNCTION SHALL BE TAKEN TO MEAN FOR MOUNTING WITHIN GYPSUM BOARD OR SIMILAR TYPE CEILING SYSTEM (I.E. NOT NITHIN NET PLASTER CEILING SYSTEM). ALL LIGHTING FIXTURES UTILIZED FOR EMERGENCY EGRESS LIGHTING SHALL BE CONNECTED AHEAD OF SWITCHING. ALL BALLASTS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. ALL LAMPS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. PROVIDE LOH ENERGY SOLID STATE RAPID START ELECTRONIC FLUORESCENT LAMP BALLASTS (LESS THAN OR EQUAL TO 20 % THD) SPECIFICALLY DESIGNED FOR OPERATING LAMP TYPES INDICATED FLUORESCENT'BALLASTS SHALL BE MOTOROLA OR ADVANCE ' EQUAL . ALL FIXTURES SHOHN ON DIRAINING5 WITH MULTI-LEVEL SINITGI-IING SHALL BE PROVIDED WITH MULTIPLE BALLASTS TO ACCOMODATE SAME. ALL OTHER FIXTURES MAY CONTAIN EITHER SINGLE BALLASTS OR MULTIPLE BALLASTS A5 REQUIRED TO FULFILL REQUIRED FUNCTION AND AS REQUIRED TO COMPLY WITH CONSTRUCTION SCHEDULE. INCANDESCENT LAMPS SHALL BE SYLVANIA OR PHILIPS, LONG LIFE TYPE (3000 HOURS). ALL INCANDESCENT LAMPS SHALL BE INSIDE FROSTED UNLESS SPECIFICALLY DIRECTED SELF-EXPLANATORY IDENTIFICATION OR SIGNAL SYSTEM. EXCEPI A5 OTHERWISE INDICATED, PROVIDE SINGLE LINE OF TEXT, 1/2" HIGH LEI I tRING, ON I -I/2" HIGH 5IGN (2" HIGH INHERE 2 LINES ARE REQUIRED) WHITE LETTERING IN BLACK FIELD. UNLESS DETERMINED OTHERWISE IN ' FIELD, PROVIDE TEXT MATCHING TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. SECURE TO SUBSTRATE WITH FASTENERS, EXCEP I USE ADHESIVE WHERE FASTENERS SHOULD NoT OR CANNOT PENETRATE SUBSTIRATE. A5 A MINIMUM PROVIDE SIGNS FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK INHERE SUCH WORK EXISTS ON THE PROJECT ALL STARTERS AND DISCONNECTS; ALL REMOTE FIXTURE OR EQUIPMENT SWITCHING DEVICES (VIA ENGRAVED HALLPLATES); ALL. SYSTEM DEVICES, PORTS, TAPS, J.B.15, PB.5, ETC.; PANELESOARDS, ELECTRICAL CABINETS; ANY OTHER EQUIPMENT DESIGNATED BY OWNER OR ENGINEER IN FIELD. ALL EQUIPMENT $ SYSTEM IDENTIFICATION NOMENCLATURE SHOWN ON DRAWINGS OR LISTED HEREIN 15 SHOWN FOR GENERAL DESIGN AND INSTALLATION REFERENCE ONLY. THE ACTUAL NAMEPLATE, ETC. NOMENCLATURE FOR THIS PROJECT SHALL BE VERIFIED BY ELECTRICAL CONTRACTOR IN FIELD PRIOR TO FABRICATION AND WHERE APPLICABLE, SHALL BE AN EXTENSION OF EXISTING NOMENCLATURE USED ON THE SITE AS DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR. IN ADDITION TO THE ABOVE, ALL LABELING FOR ALL ELECTRICAL WIRING WORK (FOR ALL SYSTEMS) SHALL BE 3M DCI NO. 054001-11'154 "51AID" INRITE-ON TAPE DISPENSER KIT WITH FACTORY PROVIDED SPECIAL FAST DRYING MARKER INCLUDED IAIM-I KIT. ALL MARKINGS SHALL BE CLEAR AND LEGIBLE. A5 DETERMINED IN FIELD, PROVIDE COLOR CODING FOR JUNCTION BOXES, PULL BOXES AND ASSOCIATED PLATES TO MATCH EXISTING BUILDING STANDARDS. THE FOLLOWING INSULATION COLOR CODE SHALL BE USED FOR SYSTEM AND VOLTAGE IDENTIFICATION FOR FEEDER AND BRANCH CIRCUIT HIRING. 120/208V SYSTEM 480Y/211V SYSTEM OTHERWISE. PROVIDE SOCKET ADA-) 1 tR5/EXTENDERS IF REQUIRED FOR ACCOMMODATING THE SPECIFIED LAMP. FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE 3500K. COMPACT FLUORESCENT THIN TUBE/DUAL TWIN TUBE LAMPS SHALL BE 05RAM OR PHILIPS, 82 GRI, MINIMUM 10,000 HOURS RATED. LONG FLUORESCENT THIN TUBE LAMPS SHALL BE °SRAM OR PHILIPS, 82 GRI, 3150 INITIAL LUMENS, MINIMUM 20,000 HOURS RATED. F40T8 FLUORESCENT LAMPS SHALL BE RAPID START, ENERGY SAVING TYPE, MINIMUM 15 GRI, MINIMUM 2850 INITIAL LUMENS AND MINIMUM 20,000 HOURS SYLVANIA, 05RAM OR PHILIPS, EQUAL TO SYLVANIA 4F032/R5RATED LAMPS SHALL BE . . ALL SURFACE AND RECESSED CEILING FIXTURES INSTALLED ON GRID OR TILE CEILINGS SHALL BE INSTALLED TO AGREE WITH MODULE OF CEILING EITHER DISPLACING A TILE, OR UNIT ON CENTER OF TILE, OR CENTERED ON GRID LINES. PROVIDE FIXTURES AND/OR FIXTURE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT FIXTURE WEIGHT. ALL LIGHTING FIXTURES INSTALLED IN OR ON SUSPENDED CEILING SYSTEMS SHALL BE ANCHORED DIRECTLY TO THE BUILDING STRUCTURAL SYSTEM ABOVE (ANCHORED PER NEC). SUCH ANCHORING SHALL BE INDEPENDENT OF THE CEILING SUPPORT SYSTEM. ALL FIXTURES SHALL BE'INSTALLED PLUMB AND LEVEL. SUPPORT SURFACE MOUNTED FIXTURES GREATER THAN 2 FEET IN LENGTH AT A POINT IN ADDITION TO THE OUTLET BOX FIXTURE STUD. REPLACE DEFECTIVE LAMPS FOR A PERIOD OF ONE YEAR FoLLoNING THE TIME OF SUBSTANTIAL COMPLETION. IAIHERE USED FOR TEMPORARY LIGHTING PRIOR TO TIME OF SUBSTANTIAL COMPLETION REPLACE ALL INCANDESCENT LIGHTING FIXTURE LAMPS, AS WELL ' ANY LAMPS INHIGH ARE DEFECTIVE, DAMAGED OR BURNED OUT. FOR ALL EXISTING FIXTURES WHICH ARE SCHEDULED FOR REUSE, REMOVE FROM EXISTING CEILINGS DURING DEMOLITION; PROTECT DURING CONSTRUCTION; GLEAN, SERVICE (IF REQUIRED), RELAMF' (WITH LAMPS TO MATCH BUILDING STANDARD OR PER THIS SECTION AS NOTED) AND REINSTALL AT LOCATIONS INDICATED. FOR ALL EXISTING FIXTURES INHIGH ARE SCHEDULED TO I3E REMOVED AND TURNED OVER TO OWNER, THE FIXTURES SHALL BE DISCONNECTED, CAREFULLY REMOVED AND TURNED OVER TO OWNER. TRANSFER SUCH FIXTURES TO STORAGE AREA AS DIRECTED IN FIELD. P$ xis 4 44 7 , A ZIP 4/06 wtiih, -14 17S0 RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER PROVIDE OUTLET BOXES AND CONDUIT 51U135 FOR SYSTEMS AS INDICATED ON DRAWINGS. CONDUIT STUBS SHALL BE TURNED OUT IN JOIST SPACE AND, WHERE LOCATED IN AREAS WITH DRYWALL CEILINGS, SHALL BE EXTENDED TO THE NEAREST AREA WITH NO CEILING OR WITH ACOUSTICAL TILE CEILING. PROVIDE CONDUIT, BRIDLERINGS AND RACEWAYS A5 REQUIRED. ALL CONDUITS SHALL BE PROVIDED INITH SWEEP "L" '1015 AND INSULATED THROAT FITTINGS (OR BUSHINGS). OUTLETS SHALL CONSIST OF A FLUSH WALL MOUNTED 4" SQUARE X 2-1/8" DEEP BOX WITH A SINGLE GANG PLASTER RING. MAXIMUM CONDUIT FILL FOR NEW WORK SHALL BE 46%, EASED ON MANUFACTURE'S PUBLISHED DATA OF CABLE OUTSIDE DIAMETER. PROVIDE, GABLE, I tRMINATIONS, JACKS, LABELING, HARDWARE, ETC. A5 REQUIRED FOR COMPLETE WORKING SYSTEMS. DETERMINE EXACT LOCATIONS OF COMMUNICATION TECHNOLOGY EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. USE CAUTION NOT TO EXCEED THE ALLOWED BENDING RADIUS FOR RESPECTIVE GABLES AND NOT TO COMPROMISE THE INTEGRITY OF THE GABLES DURING INSTALLATION BY PULLING TIE-NRAP5 TOO TIGHTLY, DAMAGING GABLES, ETC. RAGEINAY/GAI3LING BENDING RADII SHALL BE MINIMUM AS DIRECTED BY GABLE MANUFACTURER. USE PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY; COMPOUND MU5T NOT DETERIORATE CONDUCTOR OR INSULATION. NEATLY DRESS ALL GABLE WORK. WORK SHALL BE INSTALLED IN A MANNER WHICH RESULTS IN MAINTAINING A MINIMUM DISTANCE OF 24 INCHES FROM FEEDER/BRANCH CIRCUIT RAGENAYS AND FROM ANY BALLASTED LIGHTING FIXTURE. PHASE A - BLACK PHASE A - f3ROHN PHASE B - RED PHASE B - ORANGEA5 PHASE G - BLUE PHASE G - YELLOW NEUTRAL - HHITE NEUTRAL - WHITE NiTRAGER OR GRAY EQUIPMENT GROUNDING SYSTEMS GREEN TO MATCH EXISTING - VERIFY IN FIELD. optima design t. 514 288 3952 I f. 514 288 3188 I www.optima-design.com 124 rue McGill I suite 300 I Montreal I Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14'12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOVV WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOVV@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE #48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL EXPIRES laiaita GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, INA 98188 TITLE ELECTRICAL SPECIFICATIONS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. I \) optima design t. 514 288 3952 I f. 514 288 3188 I www.optima-design.com 124 rue McGill I suite 300 I Montreal Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY PART 20 - ELECTRICAL DISTRIBUTION EQUIPMENT SAFETY SWITCHES, STARTERS 4 CONTACTOR 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL PART IS - MECHANICAL EQUIPMENT ALL SAFETY SWITCHES SHALL BE SAFETY TYPE QUICK MAKE AND QUICK BREAK, EXTERNALLY 02 PROVIDE ALL CONDUIT AND OUTLET BOXES A5 REQUIRE) FOR ALL CONTROL WIRING AND OPERATED, HEAVY DUTY (TYPE HD) A5 MANUFACTURED BY SQUARE D. PROVIDE NEMA I OR 03 THERMOSTATS. FURNISH AND INSTALL POWER WIRING AND MAKE LINE CONNECTIONS TO ALL NEMA 3R ENCLOSURES AS REQUIRED. SIZE FOR LOAD UNLESS INDICATED LARGER ON 04 HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL DRAWINGS. 05 EXAMINE THE APPROVED DRAWINGS OF ALL BRANCHES AND SHALL WIRE AND CONNECT ALL MOTORS, DISCONNECTS, CONTROL DEVICES AND OTHER ITEMS REQUIRING ELECTRICITY FOR STARTERS SHALL BE ALLEN BRADLEY. STARTERS, IN GENERAL, SHALL BE EQUAL TO THAT OPERATION. THIG O . 5 CONTRACTOR SHALL -MAKE THE NECESSARY ELECTRICAL CONNECTIONS INDICATED BELOW UNLESS OTHERWISE INDICATED PLANS: TED ON THE BETWEEN THE SPECIFIED EQUIPMENT AND THE JUNCTION BOX NEAR EQUIPMENT WITH FLEXIBLE METALLIC CONDUIT AND MATCHED CONNECTORS. NO FLEXIBLE CONDUIT SHALL BE EXPOSEDI-PHASE,MANUALSTARTER IN FINISHED AREAS IN FINISHED ROOMS. EACH MOTOR SHALL HAVE DISCONNECT SWITCH OR MANUAL STARTER ALLEN BRADLEY BUL. 600TKXIO1 FLUSH. MOUNTED, 2 POLE TOGGLE. SWITCH TYPE WITH NEON INSTALLED BY THIS CONTRACTOR AHEAD OF MOTOR OR MOTOR MAGNETIC STARTER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL AND INTERLOCK WIRING AS PILOT;(FOR STARTERS SURFACE MOUNTED TO EQUIPMENT, PROVIDE SAME EXCEPT BUL. 600 SPECIFICALLY INDICATED ON THE DRAWINGS. ALL OTHER CONTROL WIRING REQUIRED FOR TAXIOa NEMA I. OPERATION OF THE SYSTEMS SHALL BE PROVIDED BY THE HEATING CONTRACTOR. 3-PHASE, COMBINATION MAGNETIC STARTERS WITH DISCONNECT PART IGI - FIRE ALARM WORK -FULL SYSTEM WITH FIRE ALARM CONTROL PANEL IN TENANT SIZE I MINIMUM, EQUAL TO ALLEN BRADLEY BUL. 512, NEMA I ENCLOSURE. SPACE ALL MAGNETIC STARTERS SHALL BE EQUIPPED WITH EXTERNAL PILOT LIGHTS (COLOR A5 DIRECTED),EXTERNAL RESET BUTTON, EXTERNAL NON-FUSED DISCONNECT SWWITGH AND THE EXISTING FIRE ALARM SYSTEM 15 TO BE REPLACED, INCLUDING BUT NOT LIMITED TO EXTERNAL HOA SELECTOR SWITCHES IN COVER AND WITH AUXILIARY CONTACTS AND WITH DEVICES WIRING AND THE ZONE AREA MODULE (ZAM). THIS WORK MUST BE COMPLETED BY FUSED CONTROL TRANSFORMERS. ALL STARTERS SHALL BE SIZED ACCORDING TO LOAD SIMPLEX (716-633-84b5 - JAY HOOGK). SIMPLEX 15 TO BE NOTIFIED BY THE GC PRIOR TO BEING SERVED. MANUAL AND MAGNETIC STARTERS THERMAL OVERLOAD ELEMENTS SHALL DEMOLITION OF THE SPACE. BE RATED BETWEEN 115 % AND 125% FULL LOAD CURRENT OR A5 GALLED FOR UNDER NEC. COORDINATE OVERLOAD REQUIREMENTS WITH RESPECTIVE EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. LIGHTING CONTACTORS SHALL BE EQUAL TO ALLEN -BRADLEY BUL. #500L-BA*a4 SERIES FOR NON -MOTOR LOADS (IE. FOR TUNGSTEN 4 BALLAST LIGHTING AND RESISTANCE HEATING LOADS), ELECTRICALLY OPERATED, ELECTRICALLY HELD, IN NEMA I ENCLOSURE, WITH I20V COIL, MINIMUM FOUR POLES AND CHARACTERISTICS A5 INDICATED ON DRAWINGS OR A5 REQUIRED. DRY CONTACTS SHALL BE RATED AT A V O TE 30 , 208 OR b00V AS REQUIRED. VERIFY ALL COIL VOLTAGE RATINGS IN FIELD. ALL CONTACTORS SHALL BE EQUIPPED WITH GREEN PILOT LIGHTS IN COVER. PANELBOARDS: DISTRIBUTION PANELS SHALL BE SQUARE D I -LINE. 480Y/277 VOLT HIGH VOLTAGE PANELS SHALL BE SQUARE D NE. 208Y/120 VOLT LON VOLTAGE PANELS SHALL BE SQUARE D NQOD WITH' BOLT -ON TYPE BRANCH BREAKERS: ALL BUSSES SHALL BE COPPER. ALL BRANCH CIRCUIT BREAKERS SHALL BE FULL SIZE 4 RATED FOR SWITCHING DUTY (SWD). ALL MULTI -POLE BRANCH BREAKERS SHALL HAVE INTERNAL COMMON TRIP WITH SINGLE HANDLE (HANDLE -TIES SHALL NOT BE ACCEPTABLE). PROVIDE(+/-) NON -PADLOCK TYPE BREAKER LOCK -ON DEVICES AND INSTALL ON BRANCH BREAKERS A5 DIRECTED IN FIELD (NIGHT LIGHTS, COMPUTERS, SECURITY, ETC.). PROVIDE DETAILED TYPEWRI II tN SCHEDULES FOR ALL PANELBOARDS. CIRCUIT BREAKERS SHALL BE FURNISHED A5 SCHEDULED ON THE DRAWINGS OR A5 OTHERWISE REQUIRED BASED ON FIELD DETERMINATIONS. ALL BRANCH CIRCUIT BREAKER NUMBERING SHALL BE VERTICAL, VERIFY IN FIFI P. TRANSFORMERS: POWER DISTRIBUTION TRANSFORMERS SHALL BE SQUARE D DRY TYPE. PROVIDE COPPER WINDINGS. PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PAD (WITH CHAMFERED EDGES) FOR ALL FLOOR MOUNTED TRANSFORMERS. "INSTALL UNITS ON VIBRATION MOUNTS; COMPLY WITH MANUFACTURER'S INDICATED INSTALLATION METHOD. PART 21 - DOOR CHIME SYSTEM DOOR CHIMES SHALL BE EQUAL TO EDWARDS #660, FLUSH STRAP MOUNTED WITH INTEGRAL TRANSFORMER. PUSHBUTTONS FOR SAME SHALL BE EQUAL TO EDWARDS #664, FLUSH STRAP MOUNTED. PART 22 - SURFACE RACEWAY SYSTEMS "PLUGSTRIPS" SHALL BE EQUAL TO WIREMOLD #&3000 SERIES FOR SINGLE SERVICE APPLICATIONS AND #4000 SERIES FOR DUAL -SERVICE APPLICATIONS. PROVIDE FACTORY FITTINGS, ETC. A5 REQUIRED FOR A COMPLETE INSTALLATION; PROVIDE WITH RECEPTACLES A5 HEREINBEFORE SPECIFIED. SURFACE RACEWAYS SHALL ONLY BE USED WHERE SPECIFICALLY SHOWN ON THE DRAWINGS AND WHERE THE ELECTRICAL CONTRACTOR IS DIRECTED TO NOT GUT EXISTING MASONRY WALL CONSTRUCTION (VERIFY IN FIELD WITH ARCHITECT AND OWNER CASE BY CASE). SUCH SURFACE RACEWAYS SHALL BE 2 -PIECE STEEL TYPE, SECURELY ANCHORED AND PROVIDED WITH ALL REQUIRED FACTORY FITTINGS, ETC. A5 REQUIRED AOR A COMPLETE INSTALLATION. PART 23 - FLOOR OUTLETS GENERAL: E`E THE EXISTING FACILhY IN THE PROJECT AREA INCLUDES AN EXISTING CELLULAR FLOOR SYSTEM WITH THE CELLS RUNNING EAST -WEST 4 SERVED BY THE EXISTING TRENCH DUCT THAT RUNS NORTH -SOUTH. THE TRENCH DUCT 15 WALKER. NOTE THAT THE EXISTING SLAB -ON -GRADE CELLULAR FLOOR DECK 15 A "THIRD PARTY" MANUFACTURER AND 15 NOT LIKELY TO HAVE BEEN FACTORY DESIGNED FOR ANYTHING OTHER THAN MONUMENT STYLE AFTERSET FLOOR OUTLET FITTINGS (SEE NEN FLOOR OUTLETS SUBSECTION BELOW FOR RAMIFICATIONS). EXISTING ABANDONMENT PLATES REMOVE ALL EXISTING FLOOR OUTLET ABANDONMENT PLATES 4 REINSTALLEACHONE FLUSH WITH THE CONCRETE SLAB AFTER THE CARPET IS REMOVED. NEATLY CHISEL/GUT AND PATCH/GROUT THE FLOOR SLAB A5 REQUIRED 50 THAT THE PLATES ARE PERFECTLY FLUSH WITH THE EXISTING SLAB. EXISTING FLOOR OUTLETS AND NEW ABANDONMENT PLATES REMOVE ALL EXISTING MONUMENT STYLE FLOOR OUTLETS WITHIN THE PROJECT AREA AND PROVIDE NEN ABANDONMENT PLATES FOR EACH REMOVED FLOOR OUTLET. INSTALL THE NEW ABANDONMENT PLATES FLUSH WITH THE CONCRETE SLAB AFTER THE CARPET IS REMOVED. NEATLY CHISEL/GUT AND PATCH/GROUT THE FLOOR SLAB A5 REQUIRED 50 THAT THE PLATES ARE PERFECTLY FLUSH WITH THE EXISTING SLAB. NEW FLOOR OUTLETS MONUMENT STYLE OUTLETS SHALL NOT BE USED FOR NEW FLOOR OUTLETS. THE NEW FLOOR OUTLETS SHALL BE FLUSH MOUNTED, EQUIVALENT TO WALKER SOURCE III #TS) AGR SERIES RECESSED AFTERSET ET INSERT (WITH RECESSED ACTIVATION AND CARPET RING). PROVIDE DOUBLE -DUPLEX RECEPTACLE (A5 SPECIFIED HEREINBEFORE) WITHIN EACH. PROVIDE DATA JACKS/PLATESJACKS/PLATESWITHIN EACHA5 INDICATED ON DRAWINGSAND AS DEFINED UNDER SECTION 21 BELOW. PROVIDE EITHER A SINGLE COMBINATION POWER/DATA FLUSH FLOOR OUTLET ASSEMBLY OR SEPARATE ASSEMBLIES A5 REQUIRED AFTER FIELD VERIFYING THE CHARACTERISTICS OF THE EXISTING CELLULAR FLOOR SYSTEM. NEATLY GUT AND PATCH/GROUT THE EXISTING CONCRETE SLAB AS REQUIRED TO INVESTIGATE EXISTING CELLULAR FLOOR CONDITIONS AND A5 REQUIRED TO SUBSEQUENTLY INSTALL AI I FLUSH FLOOR OUTLETS. USE CAUTION TO KEEP FROM DAMAGING THE CELLULAR FLOOR SYSTEM. NOTE THAT CUSTOM* INSTALLATION METHODS SHALL LIKELY BE REQUIRED TO ADAPT THE INSTALLATION OF THE NEW FLUSH FLOOR OUTLETS TO THE EXISTING NON -COMPATIBLE CELLULAR FLOOR SYSTEM. FOR BIDDING PURPOSES, ASSUME THAT THIS SHALL EVEN REQUIRE SELECTIVE GUTTING THROUGH CELLS TO ACCESS OTHER CELLS AND CONNECTIONS TO SAME VIA FULL WEIGHT RIGID STEEL GALVANIZED CONDUITS. - AFTER EXPOSING THE FLOOR SYSTEM FOR INVESTIGATION, ARRANGE FOR A MEETING WITH THE OWNER, ARCHITECT, GENERAL CONTRACTOR, ENGINEER AND THE FLOOR OUTLET MANUFACTURER'S REPRESENTATIVE TO COLLECTIVELY AGREE ON PROPER INSTALLATION METHODS/MATERIALS FOR THE NEW FLUSH FLOOR OUTLETS. p '°Fi�g9 itiPp F f'ofgNo A kb RECEIVED CITY OF TUKWILA JAN 0 2 2013 PERMIT CENTER optima design t. 514 288 3952 I f. 514 288 3188 I www.optima-design.com 124 rue McGill I suite 300 I Montreal Qc I h2y 2e5 I Canada NOTE: Optima Design is responsible for design intent only. Optima Design is not liable for any damages that may occur before, after or during the process of this project. The contractor must verify all dimensions and conditions on site and report any discrepancies which might impact design intent to Optima Design before the commencement of construction. All shop drawings must be approved by client before the commencement of any construction. 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 specfications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. No. DATE ISSUED FOR BY DRAWN BY STAFF 01 DEC 14 '12 ISSUED FOR LANDLORD APPROVAL ISSUED FOE CLIENT APPROVAL COWAN 02 03 04 05 No. DATE REVISION BY ARCHITECT OF RECORD: DAVID A. UDKOW WASHINGTON LICENSE # 3408 11881 NORTH 113 WAY SCOTTSDALE, AZ 85259 TEL: 480.614.3385 FAX: 480.614.0209 EMAIL: DAVIDAUDKOW@COX.NET ENGINEER OF RECORD: JAMES A. KNOCHEL WASHINGTON LICENSE # 48718 438 E. WILSON BRIDGE RD., SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL GARAGE STORE # 368 SOUTHCENTER MALL SPACE # 1135 633 SOUTHCENTER MALL SEATTLE, WA 98188 TITLE ELECTRICAL SPECIFICATIONS SPACE No 1135 AREA 3 784 SQ. FT. SCALE AS SHOWN DRAWN BY STAFF CHECKED BY STAFF DATE NOV 2012 PROJECT No. 12-679 DWG. No. F X11