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Home My WebLink AboutPermit D17-0073 - FOOTACTION - TENANT IMPROVEMENTFOOTACTION 1051 SOUTHCENTER MALL D17-0073 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 1051 SOUTHCENTER MALL Project Name: FOOTACTION Permit Number: D17-0073 Issue Date: 6/2/2017 Permit Expires On: 11/29/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, CA, 92013 JACOB WEBSTER 1236 PORTOLA AVE , TORRANCE, CA, 90501 HEILIGER-MARSH INC 445 CORPORATE DR SUITE A, ESCONDIDO, CA, 92029 SIERRC*021PM FOOTLOCKER 330 W 34TH ST, NEW YORK, NY, 10001 Phone: (310) 702-7852 Phone: Expiration Date: DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR RETAIL STORE. NEW PARTITIONS, FLOORING, FINISHES, SALES FIXTURES, RESTROOMS, FITTING ROOMS, STORE FRONT, LIGHTING, HVAC, AND PLUMBING Project Valuation: $120,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $2,974.55 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities:. Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: ul i`NLI 1117) �q Date: 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �C Print Name: . r P(1^ -"C This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: 6.--z—t? PERMIT CONDITIONS: 4: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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 o f the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: 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) 0 0 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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 1008.1.9.1) 10: 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) 11: 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 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: 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 1011.6.3) 14: 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 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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 sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: 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 #2437. 0 21: 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 #2437) 20: 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 #2437) (IFC 901.2) - 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Post address on storefront per approved Westfield standards. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: 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. 35: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 36: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: 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. 39: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 40: 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). 0 0 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. �I1' QO% 0 Project No. Date Application Accepted; n4 Date Application Expires: JV P1� (For office use only) CONSTRUCTION PERMIT APPLICATION 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: 1401 jaw`ke'/7kr 414// King Co Assessor's Tax No.: Suite Number: ZMc Floor: Tenant Name: /5074e '.''//1/i 4 /6-7. ' New Tenant: X Yes ❑ .. No PROPERTY OWNER Name: TL, A% Name: / /S1� / State: a Zip�D�,, City:-�0�//O/liC Address:,l0t/3 ei,,, l /r fri eaSf City: ,, J /> ` State: tr•A Zip % 7. CONTACT PERSON — person receiving all project communication Name: TL, A% Address: /e/ye� Q` /o/c��. / ! State: a Zip�D�,, City:-�0�//O/liC Phone: 3/0 702, 7 52 Fax: Email: VCk/e/Liggo6 .1) 4 0/fo,.1 GENERAL CONTRACTOR INFORMATION Company Name: Tay) /� Address: City: State: ^ Zip: Phone: Fax: Address: 637SC'T/G/�/l�/�/S/C/i' Ao; Address: Contr Reg No.: AJ City: ^y./n State: G!7 Exp Date: 30/7 Tukwila Business License No.: State: Zip: Email: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT 0.? RECORD Name: Foolloc a,r Company Name: /_, -44 `lGr •'C Address: 330W ^ Architect Name: i 6/ 19 e y;gve' • State: 104 Address: 637SC'T/G/�/l�/�/S/C/i' Ao; Address: AJ City: ^y./n State: G!7 Zip: 30/7 Phone:6•/L/ .0/0- , Fax: State: Zip: Email: Fax: ENGINEER OF RECORD Name: Foolloc a,r Company Name: Address: 330W 3 44 h 9 Engineer Name: • State: 104 Zip:(0661 Address: City: State: Zip: Phone: Fax: Email: LENDERIBOND ISSUED (required for projects $5,000 or greater per KV19.27.095) Name: Foolloc a,r Address: 330W 3 44 h 9 City: m„AAJ '1J01 State: 104 Zip:(0661 Page 1 of 4 BUILDING PERMIT INFORMATIOA – 206-431-3670 Valuation of Project (contractor's bid price): $ /024 406 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 7;:'/Mei l mor teAVO/1 ,— new tOo/0e bri /-/'/sic. `✓oiti /:x/ueles i7e- / T ,9e iISi /lr': d 5; 5-6/t5* XJ��✓lSJ /?5-74/6'0075., 1‹:// 5 40G• '5 5.44#67e,97 /f54if/'SI ,* //OH; p/v im 74r7/4. Will there be new rack storage? A...Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide AH Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If ' yes ', attach list of materials and storage locations on a separate 8-1/2 " x I 1 " paper including quantities and Material S. ety I ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2'1 Floor 3t`t Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If ' yes ', attach list of materials and storage locations on a separate 8-1/2 " x I 1 " paper including quantities and Material S. ety I ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC►,MATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #.1 for fees and estimate sheet; Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton 0 .. Renton 0 .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work inFlood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑.. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Pemdt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT Signature: Date :.> ' 37/7 Print Name: V GI C®d �OSy�/ Day Telephone: 37a- 742 Wrs2 Gj 4`e5c/ Mailing Address: /'36' /fid/TD/G! H:\Applicat ions\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh /o//orie City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R12271 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $315.18 D17-0073 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R12271 R000.359.000.00.01 0.00 $306.00 $315.18 Date Paid: Thursday, September 07, 2017 Paid By: ROBERT PAUX Pay Method: CREDIT CARD 03720D Printed: Thursday, September 07, 2017 11:51 AM 1 of 1 CRIIV SYSTEMS Cash Register Receipt City of Tukwila R11779 DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY}. PAID $139.74 D17 -0073P Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 I 0.00 I $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 I 1.00 I $67.83 M17-0045 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $69.87' Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 I 0.00 I $2.04 MECHANICAL - _—\ $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R11779 R000.345.830.00.00 1.00 $67.83 $139.74 Date Paid: Thursday, June 22, 2017 Paid By: ROBERT PAUX Pay Method: CREDIT CARD 019760 Printed: Thursday, June 22, 2017 9:10 AM 1 of 1 C!SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,707.64 D17-0073 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $1,859.65 Credit Card Fee $54.16 Credit Card Fee R000.369.908.00.00 0.00 $54.16 DEVELOPMENT $1,719.73 PERMIT FEE R000.322.100.00.00 0.00 $1,715.23 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $85.76 TECHNOLOGY FEE R000.322.900.04.00 0.00 $85.76 D17-0074 Address: 1051 SOUTHCENTER`MALL Apn: 9202470010 $277.20 Credit Card Fee $8.07 Credit Card Fee R000.369.908.00.00 0.00 $8.07 DEVELOPMENT $256.53 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 M17-0045 ` Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $386.02 Credit Card Fee $11.24 Credit Card Fee R000.369.908.00.00 0.00 $11.24 MECHANICAL ' $356.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $323.78 TECHNOLOGY FEE $17.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $17.85 PG17-0049 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $184.77 Credit Card Fee $5.38 Credit Card Fee R000.369.908.00.00 0.00 $5.38 PLUMBING $170.85 PERMIT FEE R000.322.100.00.00 0.00 $137.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $8.54 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R11612 0.00 $8.54 $2,707.64 Date Paid: Friday, June 02, 2017 Paid By: ROBERT PAUX Pay Method: CREDIT CARD 02643D Printed: Friday, June 02, 2017 8:09 AM 1 of 1 Cash Register. Receipt City of Tukwila Receipt, Number R11208 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY '. PAID $1,547.65 D17-0073 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $1,114.90 DEVELOPMENT $1,114.90 PLAN CHECK FEE R000.345.830.00.00 1 0.00 $1,114.90 D17-0074 Address'. 1051 SOUTHCENTER MALL Apn: 9202470010 $163.82 DEVELOPMENT $163.82 PLAN CHECK FEE R000.345.830.00.00 0.00 I $163.82 EL17-0253 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $136.99 ELECTRICAL $136.99 PLAN CHECK FEE I . R000.345.832.00.00 0.00 . $136.99 °a M17-0045 Address: 1051 SOUTHCENTER MALL Apn: 9202470010$89,23 MECHANICAL $89.23 PLAN CHECK FEE 1 R000.322.102.00.00 0.00 I? $89.23 PG17-0049. Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $42.71 PLUMBING . $42.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11208 R000.322.103.00.00 0.00 $42.71 $1,547.65 Date Paid: Tuesday, April 04, 2017 Paid By: JACOB WEBSTER Pay Method: CHECK 2719 Printed: Tuesday, April 04, 2017 11:08 AM 1 of 1 aSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit b17 00-73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION qpi_x 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: f a%A-e77a , <40s 667-CACka Type of inspection: EMX/?C- IJe- f LIG-1+r Address:��/ /t5--/ m w '/ Date Called: 1 Special Instructions: -�;�d P Date Wanted: 9 _?•_`7 a.m. p.m. Requester: Phone No: 253-2620-08 4-q �►f Approved per applicable codes. Corrections required prior to approval. COMMENTS: mak_ , , wE, reY t/G/-7) -` l —D/t G Inspector: Date: 9=T — /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje 724-ci-, v;d Tye of Inspection: 11 Lli 1"//r/kL Address: libS J Sun Cd e 01412- Date Called: Instructions: Date Wante q 7) 7Special a -m • Request . Ceer Phone No: ElApproved per applicable codes. n Corrections required prior to approval. COMMENTS: 64c'121 C.'/ 6641-T7l+f&- bocjecna Inspector: A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit1)17 INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 4..-. 51747 Type of Inspection: Address: /oS"7 17,---Al !d -LL Date Called: Special Instructions: Date Wanted: 5' 7117 a.m. p.m; Requester: Phone No: Approved per applicable codes. I R Corrections required prior to approval. COMMENTS: ,pe,- 12cn: y - "D► lcArAL 6)i-7-x6, r-ae b Inspector:Date: 4..-. 51747 --- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit �17 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro' F v77+c 7c J Type of Inspection: 61A21/.116 - Address: AZ J774c'C�e Y1.2 - Date Called: Special Instructions: Date Wanted: (rm. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A Date: 9 ! 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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) 438-9350 D17-620-7 Pro telaTA-C17C I Tyke of Inspection: ,/ ISUi1 inu - crA/AL Address: Date Called: Special Instructions: Date Wante Requester/ Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: 4 Date: 9 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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) 438-9350 b i 7 - cZi7 Pro i-6077A-rA-J T e of Inspection: uu bii. - IAA L. Address: id 0e.l_nr)4C,6Afreic MALL Date Called: Special Instructions: Date Wante e9 J 7 m p.m. , Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CA-due.,62-baN A)07-- i'e4W1t1Ai Ald 4L /AJC >e7J Inspector: b4-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. Ti7-0073 PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project IDO 4TAG0t'J Type of Inspection: f r e►%.o cy I-46.1i'nd6- Address: /Is -1 c4J 74(.gAln5r MALI - Date Called: Special Instructions: Date Wand:Z� i? . m. p.m. Requester: Phone No: ' s ElApproved per applicable codes. 5N Corrections required prior to approval. COMMENTS: I ' s 31 l -d J ,,J (1(e 1 P -LS 4P ' ie 0 e Inspector: A 7 REINSPECTION FEE REQUIRED. Prior to next inspeEtion, t`ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Fir:01 INSPECTION RECORD Retain a copy with permit INS IO. e7- D73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:CAl Type of Inspection: Address: J CitY'i eA4W Ma— Date Called: Special Instructions: Date Wan d:y / 1 r7 a.m._ p.m' Requester. Phone No: Approved per applicable codes. [j Corrections required prior to approval. COMMENTS: Inspector:` Date: '7 REINSPECTION FEE REQUIRED. Prior to next inspection, fJe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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) 438-9350 � I 1 Ci73 Proi . 7A 4) Type of Inspection:-Cl/E SvreM �l „J Address:}/� )1 s1 J r l,may26r + . u41.t., /60141.t., Date Called: Special Instructions: • - Date Waned: O' i i 1 a.m _ p.m. Requester. Phone No: EllApproved per applicable codes. R Corrections required prior to approval. COMMENTS: (:),Aiureueb qie am2f4GTzy2S ec - ec-At.y !)i e14A Ja if 4-- /Ai App 21v HYDT ee 4'p12a4L eatuivitoL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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) 438-9350 Proj 771-erleJ Type of ction: ) 6 Ad/ r d ess: /c'-7 uv iked mALL Date Called: Special Instructions: Date Wap; a a.m. Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: laetie;44 002041._ Inspector: Dater /6/17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. bl - atY13 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: C,C114c e '%br-VOJ'AUL Type of Inspection: LAn4 ?' 6 T'" AT— g4V-020D)V/ Address: /661 Sin444 Date Called: Special Instructions: Date Wanted• /6 l `% a.m. <7pm. Requester Phone No: jApproved per applicable codes. Corrections required prior to approval. COMMENTS: '%br-VOJ'AUL AT— g4V-020D)V/ - ok R4, Acs is 610 Mere Inspector: /b 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Via? 0o'7S Projec • / Type of Ins ection: Address:) lV SI 4C �� ? ✓WV,u,I% ._ Date Cal d: Special Instructions: Date Wanted: /'7 p.m. Reque��,g,r Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P// 3 o,fritiAP- 4-s J Arc- WALLS — Inspector: A, V Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION N0. INSPECTION RECORD Retain a copy with permit £17-0073 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: fiNOT4C-TrO/U Type of Inspection: ,/+--r /GyPI)/K. giOARD Address: /aV .Srx)77f,�.t A/TZ' AO - Date Called: Special Instructions: Date Wanted: a. 7—z14-17pi Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 724 /2600A £ctPT 347-#:02468445 Inspector: Date: / 7-2,7 /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proig.ot, t' CT-b •/1,4 Ty?s,pf Inspection: 1i AM e/I(- Address: /e& --i &'vi enl YLL Date Called: Special Instructions: Palmi _ L-° G-aJt Date Want d: 7/3 17 Reques r: R l?r Phone No: AA 266 01q q cr1wt[t Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: •/1,4 ... bfALts o i..'/ - V k 4 ace I `,_„ /ic ims+ P.. I ML APPice✓ L i S Nri/J6 '1-" a( >=t --Cr-AL. erVIA4 -/Aii APPS - Inspector:A D Date: 1 317 REINSPECTION FEE REQUIRED. Prior to next inspe&tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ' /%c. e -4e,/ Fire Alarm: Tye of Inspection: / —' (.�s ,-. --- , i."‘Address. Suite #: /D 61 cC /N '1 Contact Person: / Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -�~' r/r5S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: . , , ,-3-:..z Date: 9j,' -7 Hrs.: /, 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit L) 7c. — GG 7.-S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: . 67"--�c-T7,') of Type of Inspection: 5 gi� L-- / A-- Address: ! Suite #: /( (Y 56_ AA ✓-2t-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: . 67"--�c-T7,') of Type of Inspection: 5 gi� L-- / A-- Address: ! Suite #: /( (Y 56_ AA ✓-2t-- Contact Person: 1Ci 1�� (�7 Special Instructions: Permits: _ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: �,i./Gc (6---R. /(y go,,10,- Hood & Duct: F/,0q- tcr N ,p p 1C� i �(.� no p'i_ / Ey/ c-� S j / //4S lam. �� /' S 77) e, le- / ,. Permits: _ C-, / ,., lf(02-- 7-'-/J 'L- 7-27~ -6 ..--/ - E il_2ES5 t/6/-(TAI6 ADT S4fl PP A/6 -Tb ./9/)L 2- G% s �� 51/0i n/v r 0 SID( /It s/35_ / 4 ,41.NT19/ Al 4-4<" t C (/:7).f12- t AJ (,i/1 F..55 44-77( /r•1 5 R-10 "--- lit& 77 S 70G t- . //©--"'rim 4-2/E 6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: Inspector: -7ii4 5 Date: c/25"1/ 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 3/14/14 T.F.D. Form F.P. 113 4 _ - INSPECTION NUMBER INSPECTIONRECORD Retain a copy with permit rf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: . k[/Of ffr/1c4-1/t-;`-1L- Type of Inspection: . Address:Contact Suite<#: foci ()G, MI Person: v\,-____ Special Instructions: Phone No.: cApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Needs Shift Inspection: Sprinklers: Fire Alarm: • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (/'id\ 5 4 Date: q 1)c,117.__ Hrs.: 1 9 .- 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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .Df^? - t J-7 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A� {j/,„ Ala! (DTI"T'1 ( Loc Type of Inspection: 1 C V 9- i/- Address: Suite #: f Q fd 4 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (' ovQ v' - -(9 it riS Iiv 41, < C:.Q (o c -Co./. - mai ot.Auf R-vareyar-&-t-A ixt-6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 'Pre -Fire: Permits: Occupancy Type: 1 Inspector: Date: 7/Z5/, i Hrs.: J, 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 STRUCTURAL CALCULATIONS riLms PREPARED FOR: Footaction/Kids Footlocker STORE #57266/48582 SOUTHCENTER WESTFIELD 2800 SOUTNCENTER MALL SPACE #416 TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA APR 042317 PERMIT CENTER CALCULATIONS FOR: SUSPENDED CEILINGS AND STOREFRONT FRAMING REVIEWED FOR CODE COMPLIANCI APPROVED MAY 10 2011 City of Tukwila BUILDING DIVISION n TAL No. SHEETS NOT INCLUDING THIS SHEET): DATE: 3/27/2017 rn 770.!.71:7:1.6211.0. 08-13-F7 USGS Design Maps Summary Report User -Specified Input Report Title Southcenter Mall - Tukwila, WA Mon March 27, 2017 11:54:44 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44523°N, 122.28934°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III • [ '�M-'4.< q'��' "tic141• f4i".. ti 'i \•.'..; -'4 iR,einton .. •,.,-,.....';' rt� 1 r, s so - AIR �a t ji w -K it"rlt F i Y,afie�,/ 4r -'.^'' 1.`�, es,£1oli1' Ss V$- . 161 k'` � r. , r �; ;,. 1V$.va. j 7 ti y 4 u .,` r: x-,, ii a w. �.. . ,s. '� 7+ :.+F � ing11,..:4:1<.:1,ennt e, ..: . ".•,.. .. „:,.• tnil't lit „r•: USGS-Provided Output Ss= 1.461g S1 = 0.546 g SMS = 1.461 g SMI = 0.819 g SDS = 0.974 g S01 = 0.546 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.05 1.;A 1.35 1.227 1.05 o; aa7 0 03 4r5 a 97 a15 a7 MCEE Response Spectrum 1110 0.70 0.47 ao7 1100 1.117 1.20 Period. T (see) 1.4.1 I.G7 . L'7 :aa 1.10 1.00 093 1197 am ▪ 1170 0 f11 010 a30 020 0.10 arcs 000 OcsIgn Response Spectrum 31 a to a 07 1197 1.111 1.21 1.00 1.771 1.93 2.03 Periv0. T (see) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Joseph Lewis, P.E. CONSULTING ENGINEER 3260 W. HENDERSON RD: SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Design Code: Washington State Building Code Referenced Standards ESR 1271— Grabber Drivall Self Drilling Screws ESR 1166 — Metal Studs Suspended Ceiling Design Loads: DL = 7 psf (Gyp Board Ceiling) 2 psf (Framing system) 1 psf (Misc.). 10 psf or 200 lbs conc. load (whicheverr is greater) Seismic: Ss = 1.461 S, = .546 Site Class = D (assumed) Fa=1.0 F,,= 1.5 SDs = (2/3)FaSs = 0.974 Sot = (2/3)F,S, = .546 Occupancy Category = II Seismic Design. Category = D Structural element: Ceilings ap=1.0 Rp=2.5 1p=1.0 z=12' h=20' .4apS W Fp— R lI n 1+2h = .34Wp P P Fp (max) = 1.6 SDs Ip Wp = 1.561Np O.K. Fp (min.) = .3 SDs Ip Wp = .29 Wp O.K. Bracing Wire (4) 12 Ga. Hanger/Bracing Wires @ 4'-0" o.c. each way DL Tension = (1/4)(10 psf)(4')(4')/cos 45° = 57 lbs OR = (1/4)(200 lbs)/cos 45° = 71 lbs (controls) Seismic Tension = (.34)(50 lbs)/cos 45 24 Ib Total Tension = 71 lbs + 24 lbs = 95 lbs per wire A wire= itD 4 7r(.053)2=.0088 in2 4 T .f,— A 13.3 ksi wire ASTM A641/A641m Fy = 36 ksi min., Fi, = 58 ksi Ft= .60 FY= 21.6 ksi OR = .50 Fu = 29 ksi O.K. Structural Calculations Footaction/Kids Footlocker Southcenter Westfield Mall TUKWILA, WA Joseph Lewis, P.E. CONSULTING ENGINEER 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 Ph: 614-326-2806 Storefront Framing Structural Calculations Footaction/Kids Footlocker Southcenter Westfield Mall TUKWILA, WA Design Loads: Dead Load: Storefront framing (mtl. stud beams, etc.) conservatively designed for a vertical load of 100 pif. Seismic: See page 1 for additional seismic info. Structural element: Nonstructural Wall Elements ap=1.0 Rp=2.5 1p=1.0 z=12' h=20' 4apSDS Wp Fp- RP 11 (1+2h I— '34 WP Fp (max) = 1.6 SDS Ip Wp =/1.56 Wp O.K. Fp (min.)=.3SIDS IpWp=.29Wp O.K. Framing Support Box Beams For maximum openins of 18'-6", use (2) 10"-18 ga. metal box beams See attached computer output For maximum openins of 28'-8", use (2) 14"-14 ga. metal box beams See attached computer output Lateral Braces 3-5/8" x 20 ga. Studs @ 48" o.c. L = 12'-0" max. (fully unbraced) Brace Loads: Seismic = (.34)(100 plf)(4'-0")/(1.4)/(cos 45°) = 137 lbs Pauow = 840 lbs (AISI Eq. C5.2.1-1) O.K.. Braces attach to framing with (4) #10 SDS screws Va„ow = (4)(188 lbs per screw) = 752 lbs O.K. 4liditiuuillii3L:iiiYledli.ctlL Bolltl alu;.a;i.u::�t:..ti.wt�lb.nu�tti,r re .L,u.. a uwa.:..:a:L u.":....4.__- -`..eui�Lu.w.l.:alL,eiJS.IuIYW`LSSeuuG:tilLv.okn.y-id�u`o G'i.{IikALLti..d.11lre.u4tl.ki t' Alfa idi�9! e.tuu"W4>; 'iLILI ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 11/4/2015 SECTION DESIGNATION: 10005162-43 [33] (2) Boxed Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 10.000 in 1.625 in 1.625 in 0.500 in 1.500 in Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Header/Beam Solver Design Data - Simple Span Header/Beam Span 18.50 ft Deflection Limit L/360 Dead Load = 100.0 Ib/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb = 1.14 lyy (Box) = 2.534 inA4 J (Box) = 6.977 inA4 Lu = 931:4 in Mmax = 4278 Ft -Lb <= Ma = 4289 Ft -Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.587 in Deflection Ratio = L/378 Check Shear Vmax = 925 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1672 lb >= Vmax Check Web Crippling Rmax = 925 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Web depth -to -thickness ratio = 1 > 200, STIFFENERS REQUIRED 0.0451 in 0.0712 in 33.0 ksi 33.0 ksi 4.000 in ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 3/27/2017 SECTION DESIGNATION: 1400S162-68 [50] (2) Boxed Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 14.000 in 1.625 in 1.625 in 0.500 in 1.500 in Design Thickness Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Header/Beam Solver. Design Data - Simple Span Header/Beam Span 28.67 ft Deflection Limit L/360 Dead Load = 100.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: KyLy = 48.0 in Cb= 1.00 lyy (Box) = 5.354 in^4 J (Box) = 16.340 in^4 Lu = 466.9 in Mmax = 10275 Ft -Lb <= Ma = 15642 Ft -Lb Check Deflection Deflection Limit: L/360 Maximum ,Deflection = 0.953 in Deflection Ratio = L/361 Check Shear Vmax = 1434 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va=47291b>=Vmax Check Web Crippling Rmax = 1434 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1609 Ib >= Rmax, stiffeners not required 0.0713 in 0.1070 in 50.0 ksi 50.0 ksi 4.000 in Date: c-1-17 Requested By: Firm/Company: D OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Permit Number: /'69 -6 P4 -°X' sir ri. �¢ 607v7/I TG- l/7-czY73 Inspection Information Project Name: %/b5 Pca7- Le / '-77 k( Project Address/Location: /O/ Requested Date for Inspection: ` 7-/ i Contact Name: genseavr P Special Conditions for Consideration: Requested Time: 7- 50 AM elT Phone Number s3— Og[j7 ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: JET+,,. q P y / 5„&/2.e_A_ 2.6(2D —26ece Date: RECEIVED CITY OF TUKWILA SEP 0 7 2017 City Use OnIy: Approved: Disapproved: PERMIT CENTER Paid: Receipt No: Date of Approval/Disapproval: Remarks: ' Authorized Reviewer: W:\Permit Center\Applications-Handouts\Templates\Forms \Off Hours Inspection 1-2017.docx Revised: January 1, 2017 CG ARCHITECTURE City of Tukwila Date: 5-30-17 RE: application number D17-0073 Footaction, Kids Foot Locker Southcenter Mall 1051 Southcenter mall Tukwila, WA 98188 Suite 1051 To whom it may concern: Construction drawings for the above referenced project have been updated per owner comments to the Tenant Improvement plans. Revision #4. 1. The drawings have been revised to reflect the Fly Zone's newest prototype. Fly zone finishes, fixturing, and lighting have changed. The size of the Fly Zone sales area has remained the same. The exiting has not been changed. The plumbing requirements have not changed. Let me know if there are any additional items that need to be addressed. Sincerely, REV1SIONNO, Peter S. Macrae, Architect CG Architecture 6986 REGISTERED APICHITECT PETER S. MACR STATE OF W br7 007 3 C 455 South Ludlow Street Columbus, Ohio 43215 0 614 469.1001 0 614 469.1002 RECEIVED CITY OF TUKWILA JUN 0 6 2017 PERMIT CENTER 0 cgarchitecture.com IMARCHITECTURE City of Tukwila Date: 4-25-17 RE: application number D17-0073 Footaction, Kids Foot Locker Southcenter Mall 1051 Southcenter mall Tukwila, WA 98188 Suite 1051 To Jerry E. Hight MCP: Construction drawings for the above referenced project has been updated to address comments from the Building Department on the Tenant Improvement plans correction letter #1. BUILDING DEPARTMENT 1. (LSP1) Life safety plan added to set 2. Revised drawings are properly sealed, signed, and dated Let me know if there are any additional items that need to be addressed. Sincerely,. CORRE LTR# RECEIVED CITY OF TUKWILA TION MAY 02 2017 Peter S. Macrae, Architect CG Architecture ^iFS+r:ti 4.xy. 4.� PETERS. MAC STATE OF br-t-,0073 G 455 South Ludlow Street Columbus, Ohio 43215 Q 614 469.1001 Q 614 469.1002 PERMIT CENTER ^+ cgarchitecture.com April 20, 2017 0 City of Tukwila Department of Community Development JACOB WEBSTER 1236 PORTOLA AVE TORRANCE, CA 90501 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0073 FOOTACTION - 1051 SOUTHCENTER MALL Dear JACOB WEBSTER, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. s (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) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, "and date of signature". Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a life safety egress plan that clearly identifies all common paths of egress leading to the exit discharge. It shall be these paths of egress where emergency illumination shall be installed and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the paths of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) 2. Architectural sheets have architects signature but was missing date of signature. Plan sheets produced by the engineer are missing the signature Every page of a plan set must contain the seal/stamp, signature of the licensee(s) and the date of signature of who prepared or who had direct supervision over the preparation of the work. Provide documents and plans with stamps, signatures and dated signatures. (WAC 196-33-500 (1) & WAC 196-23-020 (3)) Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206) 433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0073 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD COPY: � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0073 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL DATE: 06/06/17 _ Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works AJA /11° 1017-13 Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/08/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/06/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1. A. CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0073 DATE:. 05/02/17 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL Original Plan Submittal. Revision # X Response to Correction Letter # 1 before Permit Issued Revision.# after Permit Issued DEPARTMENTS: �vC-�-� Building Division II Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/01/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 1Perri:it Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 C''EAMIT COQRD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0073 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL DATE: 04/05/17 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 10 COO' % Mh Building Division DU -NM t4Pc *I `i►ri i Public Works Vie, X13-17 Fire Prevention Structural Kik Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 04/06/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved - ❑ Corrections Required (corrections entered in Reviews Notation: DUE DATE: Approved with Conditions • Denied (ie: Zoning Issues) 05/04/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only 4u n CORRECTION LETTER MAILED: Departments issued corrections: Bldg .ii1 Fire 0 Ping ❑ PW 0 Staff Initials: PI) 12/18/2013 PROJECT NAME: Foot c c440 SITE ADDRESS: `OS" I So,ri4y i-ev.A t ORIGINAL ISSUE DATE: (-)-( 7 PERMIT NO: ° bt-i, ©073 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALSINIu ISSUED DATE STAFF A PALS etwvi PS � _( Or� tAIA Summary of Revision: arch e ✓vr4/ Received Eby - ::: T Fa -UK REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila 0 D 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: 6-5:-/7 Plan Check/Permit Number: P/7 -o.73 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: f poo cf/��a/9 //�7 2em• //7c/S'�aft / 1 Project Address: � 2 / _Coo//Ce p4 /%// Contact Person: Summary of Revision: Phone Number: .7/o " 70.x" 7852 ,Sec 475('Aeg//tv/Y/Oil ,r4f r.v 407(7/6" RECEIVED CITY OF TUKWILA PERMIT CENTER Sheet Number(s): Gil`. 51•001_, 4/r%. /451/24 4 / .?i /9/ /�3 � f3 Li / "Cloud" or highlight all areas of revision including date of r visior, /i,' ( �f / 4..4:2,/6 ,46. / /94. ✓%. 6_ �a i Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Formdoc Revised: August 2015 0 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: S / I� Plan Check/Permit Number: D17-0073 ❑ Response to Incomplete Letter # • Response to Correction Letter # _1_ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: FOOTACTION Project Address: 1051 SOUTHCENTER MALL Contact Person: �pt1'/ Phone Number: 3/67- 74 7f$S Summary of Revision: 4cic si �/ LS// lc. .sem-1jfl/a4Piot) 5e•/ 41// /07,06/ 7 s-/ "s�u�� - fer g//ti e%jecc /c.fvowie RECEIVED TY OF TUKWILA MAY 0 2 2017 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ®.Entered in TRAKiT on 017-i 7 C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16=0305.doc Revised: August 2015 - • - . • SIERRA CONTRACTING Washington State Department of Labor & Industries 1 -Lome Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index Help 111y Workplace Rights Trades & Licensing SIERRA CONTRACTING Owner or tradesperson Principals MARSH, GREG T HEILIGER, DAVID D Doing business as • SIERRA CONTRACTING WA UBI No. 601 904 981 445 CORPORATE DRIVE STE A ESCONDIDO, CA 92029 760-745-8769 Business type Corporation Governing persons DAVID HEILIGER DAVID DUANE HEILIGER; GREG MARSH; GREG TODD MARSH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....................................................................... Meets current requirements. License specialties GENERAL License no. SIERRC'021PM Effective — expiration 10/14/1998— 02/03/2018 Bond NATIONWIDE MUTUAL INS CO Bond account no. BD 7900583272 $12,000.00 Received by L&I Effective date 01/30/2003 06/28/2002 Expiration date Until Canceled Insurance ....................... Mt Hawley Ins Co Policy no. HGL0183797 $1,000,000.00 Received by L&I Effective date 06/14/2016 06/09/2016 Expiration date 06/09/2017 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601904981&LIC=SIERRC*021PM&SAW= 6/2/2017 KIDS FOOT LOCKER RESPONSIBILITY SCHEDULE & NOTES NIKE FLYZONE - RESPONSIBILITY SCHEDULE - • FOOT LOCKER, 1NC. SCOPE OF WO FUNIsI-I INSTALL NOT APPLICABLE REMAKS CP 0 0 ITT E 0 EXISTING FURNISH INSTALL NOT APPLICABLE REMARKS DaD 0 d TENANT TENANT CONTRACTOR 0 d TENANT TENANT CONTRACTOR ZR 111 LANDLORD TENANT TENANT CONTRACTOR -1 f- TENANT CONTRACTOR STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 DIVISION I: GENERAL DATA DIVISION I: GENERAL DATA STOREFRONT BARRICADE 0 0 BARRICADE 00 AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA BARRICADE GRAPHICS ® BARRICADE GRAPHICS DIVISION II: SITE CONSTRUCTION DIVISION II: SITE CONSTRUCTION DEMOLITION 0 _ 0 _ SEE D1.0- DEMOLITION 0 0 DIVISION III: CONCRETE ARCHITECT: � . " -,• :: ,,,. ....' ".....,: :..: 6375 RIVERSIDE DRIVE SUITE ZZO DUBLIN, OH 43017 PHONE: 614.255.4048 DIVISION III: CONCRETE CONCRETE PATCHING 0 0 CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOORING CONCRETE PATCHING 0 0 DIVISION Iv: MASONRY DIVISION IV: MASONRY MASONRY 0 MASONRY 0 DIVISION V: METALS DIVISION V: METALS STRUCTURAL METAL FRAMING 0 STRUCTURAL METAL FRAMING 0 0 0 LIGHT GAUGE METAL FRAMING 0 0 LIGHT GAUGE METAL FRAMING 0 0 UNISTRUT 0 0 FOR SUSPENSION OP AUDIOVISUAL EQUIPMENT, CEILING PANELS 4 LIGHTING UNISTRUT 0 FOR SUSPENSION OF AUDIONISUAL EQUIPMENT 4 LIGHTING EXPANSION JOINTS EXPANSION JOINTS 0 REVEALS 0 0 REVEALS 0 0 BRAKE METAL 0 0 BRAKE METAL 0 0 SEE FINISH SCHEDULE EXPANDED STOREFRONT METAL 0 DIVISION VI: WOOD 4 PLASTICS DIVISION VI: WOOD 4 PLASTICS ENGINEER: ROUGH FRAMING 0 0 LAYOUT, MATERIALS, FURRING, BLOCKING, E ETC. ROUGH FRAMING 0 0 LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY 0 0 FINISH CARPENTRY 0 WOOD CASED OPENINGS 0 0 WOOD BASE / CASE OPENINGS 0 DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 EN G I N E E R I N G G R O U P WOOD BASE BOARD 0 0 DIVISION VIII: DOORS 4 WINDOWS DIVISION VII: THERMAL 4 MOISTURE PROTECTION METAL DOORS FRAMES METAL ® WATERPROOF MEMBRANE 0 DOOR HARDWARE 0 BATT INSULATION ® FITTING ROOM DOORS, FRAME HARDWARE 0 ® ROOFING PENETRATIONS ACCESS PANELS 0 DIVISION VIII: DOORS 4 WINDOWS ROLLING GRILLE, BRACING, SWITCHES 4 LOCKS 0 0 METAL DOORS 4 FRAMES 0 REFER TO DOOR SCHEDULE STOREFRONT GLASS ENTRY DOORS 0 DOOR HARDWARE ® 0 REFER TO DOOR SCHEDULE STOREFRONT GLAZING, HEADS 4 BASE 0 0 PITTING ROOM DOORS, FRAME 4 HARDWARE 0 DIVISION IX: FINISHES SEAL 6985 REGISTERED ARCHITECT 4., PETERS. #r;FC�/�E < ST: OF VAMP. a�1. ACCESS PANELS 0 0 ACOUSTICAL CEILING STOREFRONT ENTRY DOORS AND HARDWARE 0 o GYPSUM BOARD, FRAMING AND ACCESSORIES e STOREFRONT GLAZING, HEADS 4 BASE 0 0 SALES AREA FLOORING 0 0 REFER TO FINISH PLAN EXIT DOOR PANIC HARDWARE0 0 TENANT G.C. SUPPLIES POWER VINYL WALL COVERINGS 4 ADHESIVES 0 REFER TO FINISH PLAN DIVISION IX: FINISHES KYDEX WALL PANEL (VESTIBULE WALL COVERING 0 ACOUSTICAL CEILING 0 0 FITTING ROOM VINYL WALL GRAPHIC 0 0 REFER TO FINISH PLAN GYPSUM BOARD, FRAMING AND ACCESSORIES 0 0 PAINT PAINTING 0 0 REFER TO FINISH PLAN REVERSE IMAGE VINYL GRAPHICS ® 0 COORDINATE W/TENANT SIGN MPG/ INSTALLER TILE -SETTING MATERIALS 4 ACCESSORIES 0 0 INCLUDING GROUT AS PER SHEET A3.0 DIVISION X: SPECIALTIES SALES AREA FLOORING 0 0 FITTING ROOM BENCH TOP 4 COAT HOOKS 0 0 MALL FLOORING 0 0 0 PURCHASED THROUGH LANDLORD MIRRORS 0 VINYL COMPOSITE TILE 0 0 CEILING ELEMENT 0 REVISIONS VINYL WALL COVERINGS 4 ADHESIVES 0 0 UNISTRUT 0 0_ VINYL BASE 0 0 DIVISION XII: FURNISHINGS NO. DESCRIPTION DATE PAINT 4 PAINTING 0 0 SALES FLOOR DISPLAY FIXTURES 0 0 INSTALLED BY FIXTURE VENDOR 1 OWNER/ LANDLORD/ PEWIT COMMENTS 4-25-11 WALL $ CORNER GUARDS 0 0 PERIMETER WALL DISPLAY FIXTURES 0 INSTALLED BY FIXTURE VENDOR SEE 45.0 FOR MORE INFO. 2 MINER COMMENT 5-23-1i WALK -OFF MAT 0 FILLER PANELS 0 0 PROVIDED BY VENDOR, INSTALLED BY VENDOR WINDOW SECURITY FILM a DIVISION XV: MECHANICAL DIVISION X: SPECIALTIES SPRINKLER PIPING 4 HEADS 0 0 0 MODIFIED AS REQUIRED PER NEW DESIGN TOILET ROOM ACCESSORIES ® DIFFUSERS 4 GRILLES 0 0 SEE MI.0 FOR MORE INFO. STOREFRONT SIGN 0 0 PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION DIVISION XVI: ELECTRICAL STOCK ROOM SHELVING SYSTEMS 0 0 INC. SHELVING, HANGRODS, LADDERS 4 MGR'S DESK CONDUIT, WIRING 4 DEVICES 0 FITTING ROOM BENCH TOP 4 COAT HOOKS 0 LIGHTING FIXTURES /LAMPS 0 MIRRORS (FITTING ROOM 4 TOILET ROOM) II II 0 II AUDIO SYSTEM 0 0 COORDINATE WITH FOOTLOCKER CONSTRUCTION PROJECT MANAGER BANNER TRACK SYSTEM 0 0 POWER TO SIGN 0 DATE: 3-24-17 CCTV SYSTEM 0 0 COORDINATE WITH FOOTLOCKER PROJECT CONSTRUCTION MANAGER SCALE: AS NOTED DIVISION XI: EQUIPMENT FIRE ALARM PANEL AND DEVICES DIVISION XII: FUR4ISHNGS LIGHTHAUS SYSTEM 0 0 GROSS AREA: 7,974 SQ. FT. ) SALES FLOOR DISPLAY FIXTURES/ FLOATING SHOE WALL 0 0 SEE A5.o FOR ADDITIONAL INFORMATION AUDIO SYSTEM 0 0 PERIMETER WALL OUTRIGGERS 4 PANELS 0 0 PLUGMOLD/ACCESSORIES 0 SALES AREA: 4,641 SQ. FT. CASH WRAP, BACKWRAP MILLWORK 0 0 POWER TO SIGN 0 a PROJECT # : FTA -008 MANAGER'S DESK/ CHAIR/ FILE CABINET 4 SAFE 0 0 SEE AS.O FOR ADDITIONAL INFORMATION DRAWN BY: STAFF DIVISION XIII: SPECIAL CONSTRUCTION DIVISION XIV: CONVEYING SYSTEMS DIVISION XV: MECHANICAL Foot Locker SPRINKLER PIPING 4 HEADS 0 0 0 RE -WORD AS REQUIRED FIRE EXTINGUISHERS) 0 0 AS REQUIRED BY LOCAL CODE PLUMING (SAN, DCW, VENT STUB -IN) PLUMBING FIXTURES DIFFUSERS 4 GRILLES 0 0 >JECT TITLE JTER WESTFIELD "HCENTER MALL _A, WA 98188 > .16 - SUITE 1051 66 KFL STORE #q.6 MECHANICAL EQUIPMENT 0 AIR CURTAIN 0 CONTRACTOR RESPONSIBILITY IF REQ'D FIRE DAMPERS 0 WALL AND/OR COMBINATION SMOKE/FIRE DAMPERS TOILET EXHAUST FAN, DUCTWORK, ROOF CAP 0 REUSE EXISTING EXHAUST DUCT. REPLACE EXHAUST FAN AIR BALANCE REPORT TEMPERATURE CONTROL SYSTEM 0 SMOKE EVAC E CONTROLS 0 COORDINATE W/ LANDLORD 4 LOCAL CODES DIVISION XVI: ELECTRICAL MAIN SERVICE CONDUIT 0 VERIFY W/ RISER AND IN FIELD MAIN SERVICE WIRING 0 VERIFY W/ RISER AND IN FIELD FEEDER CABLE CONDUIT, WIRING 4 DEVICES 0 LIGHTING FIXTURES /LAMPS 0 TELEPHONE CONDUIT 4 PULL WIRE 0 TIME CLOCK 0 DATA CONDUIT W/ PULL STRING 0 0 SEE SHEET E-4.0 DATA CABLING 0 0 CONSTRUCTION PROJECT MANAGER COORDINATES CASH WRAP CABLE 4 RELATED CONNECTORS 0 CASH WRAP CONDUIT 4 TERMINATION 0 REGISTERS, COMPUTERS, PRINTERS, ETC. 0 TENANT ELECTRICAL PANELS a MODIFY PER ELECTRICAL DRAWINGS Rm. C3� '�� W 0 TENANT ELECTRICAL TRANSFORMERS .• R VI ' �• REVIEWED FOR BODE COMPLIANCE APPROVED JUN 2 0 2017U \`. City of Tukwila BUILDING DIVISION 0 POWER TO SIGN 0 ®cc FIRE ALARM 0 COORDINATE W/ LANDLORD ¢ LOCAL CODES. MODIFY PER NEW WORK CCTV 0 0 (I) CAMERA AT ENTRY LIGHTHAUS SYSTEMS 0 0 TO REMAIN IF EXISTING, RELOCATE IF EXISTING. NO NEW LIGHTHAUS,$• BURGLAR ALARM 0 0 VERIFY WITH TENANT I r, ^ Q AUDIO SYSTEM WIFI DSL LINE 0 a CONDUIT WIN PULL WIRE BY CONTRACTOR COORDINATED BY CONSTRUCTION PROJECT MANAGER LL PLUGMOLD/ACCESSORIES 0 SHEET TITLE RESPONSIBILITY SCHEDULES (I -IA FZ) 01m0a SHEET N O . 1 OF 28 NEW SHEET ADDED IVED CITY OF TUKWILA JUN 062017 b n 004 3 HERMIT CENTER FA GSP PROTOTYPE RELEASE 3.0 I. INSPECT TI4E CONDITION OF EXISTING DEMISING PARTITIONS 4 GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISI4ED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCI4 AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO FOOTIL10 CKER INC . PREPARE FOR FINISHES LANDLORD NOTE: 18'-2 3/8" / ' \ - ,� 24 0 2. UPON POSSESSION OF NE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. G.G. SHALL SUBMIT NOTED DISCREPANCIES TO TI4E OWNER, ARCHITECT, AND MILLWOW CONTRACTOR WITI4IN 3 DAYS OF 114E START OF CONSTRUCTION. EXISITING SLAB IS 9 1/2" STRUCTURAL SLAB. G.G. TO RETAIN SERVICES OF STRUCTURAL ENGINEER FOR ALL SLAB AND PENETRATIONS TRENCH WORK SUBMIT STRUCTURAL PLANS PRIOR TO CORING/TRENCHING. 3. WI4EN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. /I PATCI4 ALL VOIDS INCLUDING DECK FLUTES WIN NON-COMBUSTIBLE MATERIALS. ADJACENT TENANT REQUIRED STRUCTURAL ENGINEER: STORE PLANNING DEPT. WEST 34TH STREET NEW YORK, NY 10001 0 4. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE BULKHEAD OR SIGNBAND. ONLY APPROVED LATERAL BRACING t0 NE STRUCTURE WILL BE ALLOWED. 1-IARBOR CONSULTING ENGINEERS -330 REFER TO LANDLORD CRITERIA DETAILS. 300(o FUI-4RMAN AVE EAST - SEATTLE 1U,4, 981m2 4 4 . ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE LANDLORD REPRESENTATIVE PRIOR TO NE COMMENCEMENT OF EXISITING [� 4 5'1 6'-4„ /SEALED r1 1/4" -,_0„ -T 1/41"-� 41.4 WORK GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN NE TENANTS PREMISES ARE PROPERLY AND REMAIN WATERTIGI4T TO PREVENT POSSIBLE DAMAGE. ELECTRICAL I PANELS 41.5 �X r - 6. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISI4ED WALL TO FINISI4ED WALL UNLESS NOTED OTI-IERUJISE. I I �^• ARCHITECT: "`>"`„'kkkk,::k",+'+.:,",."+;'" \CCu :.:., : .... .�:.Z 1 . +C kk<,«�,,,:,+ + + 0375 RIVERSIDE DRIVE SUITE 220 DUBLIN OH 43 17 � 0 PHONE. 014.255.4048 I( iPATCH 4 FIRE STOP GlU.B PARTITIONS, IF RATED, AS REQ'D BY LOCAL CODES. FOR PARTITION TYPES 4 4 ° '� / / . DETAILS SEE SKEET Al2a `° ^� NON -SALES 41.4raa�1#rlk 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON NE CONSTRUCTION DOCUMENTS. DO NOT SCALE. i © O 9. APPROVED FIREEXTINGUISHERS SHALL INSTALLED AS REQUIRED BY LOCAL AUTHORITY.ICY. TOILET ROOMS • IGL � o '� 10. ALL SHAFT WALLS SI4ALL r� •• PENETRATIONS OF FIRE RESISTIVE FLOORS OR BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS '`�' O AI.4 ` f NAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. NE CONTRACTOR SI -TALL SUBMIT SI -10P DRAWING DETAILS WI IICI4 SHOW COMPLETE CONFORMANCE TO NEULLISTINGTO NEARCHITECT. S DE L PLE E RM E UCN DRAWINGS SHALL BE _ AVAILABLE TO ANY CITY INSPECTORS. NE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WIN ALL VARIABLES DEFINED. ` � `�' II. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY __ II II II '' MALL CORRIDOR tom_ � r, n � �—� �1 �� .� �®� ��l �DI.I�c� --� RIGID. O = AND ADDITIONAL f �O�MA — ION. ALIGN 12 PROVIDE 4 INSTALL BROWN PAPER COVERING TO NE STOREFRONT GLAZING DURING MERCHANDISING. U I— ri —AREA OF NETWORKING CABINET. GENERAL ADJACENT TENANT Z 13. MOBILE SHELVING UNITS WI4EN SPECIFIED -PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. INSTALL UNITS PER MFG. CONTRACTOR TO AS Q �I INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SHOULD ANY FIELD CONDITIONS IMPACT ENGINEER: PROVIDE BLOCKING REQUIRED TO SUPPORT 150 LBS. SEE 5/E4.0 2 _ J PROPER INSTALLATION. 14. WI4EN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W-050 OR EQUIVILANT. DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 3 614-225-1580 CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" CONSTRUCTION NOTES /�7 %� 146'--I 1/2" / 24 0 / LEASE DIMENSION 241-0 1/2"x 241-0"/ .241-0" ENGINEERINGGROUP 2 5i 5 -2 5i/ 5 -0 511)/ 42.0 / 13 ® A-1.4 ..ADJACENT TENANT I A ' m SEAL ��° EGI REGISTERED ARCHITECT PETER S. T''ACRAE STATE OF WASHINGTON "11., 1 /I\�� . �� r s_ I_r_rrr -.. r , _' -, -; _ _r_ - , . J_- . _ r l_r. �_r. �_; _ '.r_. _r_r r_r r r r_r ; _r_rr� r r r ,r r. r. J . = J A¢ . yrr_ - I 4 I I I 1/4" -,_„ 1 1/4'=-` ri A1.4 4 O i 51'-4" FTA FITTING ROOM / II - I I • eSTRAPPING4 TYPE A J I ,-- )-iifr _ -r 1/2" e„ism \fir. I I I �l y-' ` I==g 4 •Emi • = . 1 ^,1, © r ,LJ. O REVISIONS le NO. DESCRIPTION DATE 111/ : III y i CANER/ LANDLORD/ PERMIT COMMENTS 4-25-11 1 in OMER COMMENTS 5-23-11 _ ALIGN FTA VESTIBULE U 40LJ 2 At FTA SALES AREA © I==q W a a • LU 1 co til a 4cf) \ I LEASE LINE DATE: 3-24-17 (L 413 413 ",l 413 _ .4 (” —.. SIM. —� ;-- z ° SIM. l• I SCALE: AS NOTED z ! �I I�CJ�I' ! G I= _ I MI � 1 m 4 o GROSS AREA 974 SQ. FT. SALES AREA: 4,641 SQ. FT. d) 24'-9 3/8" c_ CASHIWR4P/ BACKWRAP PROJECT # : FTA -008 DRAWN BY: STAFF / / EQ. EQ. LINE OF SOFFIT 42.0 / (ABOVE) J°o b ° Z di — _ Z tu m NON -SALES I CASI-IWR4P 4 MALL COMMON AREA ,n dJ D BACKWRAP � O 6'-2" 3'-8" O CONSTRUCTION - N t 111 co IT -0" y EQ. / EQ. / 26'-8" 5i/ - -i /1 \ ( STRAPPING TYPE A STRAPPING TYPE A Z ,( 0 4 _ yIII©4Jc;-- 0 �� OEr I 0 m i 11474v DROJECT TITLE ;ENTER WESTFIE )UTHCENTER MA NI LA, WA 98188 #416 - SUITE 10: 266 KFL STC ,I�,1 il�iii IIIIIIIIIIii�iiliiii1 II Ii It 1111 IiHLIii II y y ;I y I---- �H SII ( I I 3- LI) 0_�y , e �� 1 SII X, III o o I FZ VESTIBULE I CZ-. 0at e ® _ 8 \ 0 I AI.5 `I -----I- 41.5 A1.3-- I EQ. EQ. / 1 ,- �— A5.2 n i7 cli I 40 -y --- ,� ,�__..., I _r �, — ill 00 O = CASI-IWRAP 4 - = y BACKWRAP CONSTRUCTION EQ EQ A13 REVIEWED FOR 311-11 3/8" / / / / I CODE COMPL ANCE APPROVED 6' . CAST-IWRAP/ 2 0 �l'7 FZ FITTING ROOM I - Q 2 BACKWRAP O JUN I • _ c, 4 = :- ,n m Q ,� iy City of Tukwila BUILDING DIVISION `''-`IJ W w D , 0 ND O y Co '� - Z ° e 4 °- N 0 'Ili to K ° `' FZ SALES AREA KFL SALES AREA I Ng M iiiii FE4I1 T W 11,1-z--, ill ___. _ N\ CD RECEIVED SHEET TITLE CONSTRUCTION PLAN SHEET NO. Al 00 N I�1 O CITY OF TUKWILA LINE of soFFIT JUN 0 6 2017 AREA OF NETWORKING CABINET. y (ABOVE) GENERAL CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED TO SUPPORT 150 LBS. SEE 5/E4.0 - �- PERMIT CENTER A I x _ I y — - _ , y401 21'-2 3/16" 3'-0" ADJACENT TENANT 0,i �/8 5--� lopuropromprir ��W�� I r 40 -9 +/- dol -11 1/2 - 103' -2 3/0" $Y 0 07 EASE DIMENSION "@ CONSTRUCTION PLAN . SCALE: 1/4" = 1'-0" FA GSP PROTOTYPE RELEASE 3.0 FOOT LOCKER,INC. • . { • • STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 12" METAL STRAPPING BEHIND ALL THE WALL RAILS AS REQ'D ARCHITECT: 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 WALL RAIL DOES NOT EXTEND AT BACKWRAP. SEE I0/A-5.2 FOR ADDITIONAL ENGINEER: 0 IL (K614-225-1580 :. INFORMATION DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 1 K� s: ENGINEERINGGROUP 7 1-a ::..: A muff r fa • STRAPPING NOTE: SEAL —N , p • STRAPPING ON NEW WALLS TO BE DIRECTLY ON STUDS. STRAPPING ON EXISTING 698& REGISTERED :: . : WALLS TO BE APPLIED OVER EXISTING G.W.B. ATTACI-IED TO EVERY STUD AND UNDER NEW 1/2" G.W.B. ARC} tT GT PETER S. MACRAE STATE OF WASHINGTON • ° •: REVISIONS NO. DESCRIPTION DATE I •• 1 OWNER/ LANDLORD/ PERMIT COMMENTS 4-25-11 • • : •': 2 OWNER COMMENTS 5-23-11 12" ' METAL STRAPPING BEHIND ALL THE WALL I ff RAILS AS REQ'D • DATE: 3-24-17 3 5/5" x 20 GA. STUD AT 4'-0" 0.C. (MIN.) OR AS REQUIRED. CLIP STUD END AS REQUIRED AND ATTACK TO :. SCALE: AS NOTED 1 EXISTING TOP CHORD STRUCTURE EXISTING WITH (1) .145" DIA. P.A.F. AT EACH STRUCTURE (2) #8 SCREWS STUD( GROSS AREA: 7974 SQ. FT. ) B.O. OF PLUGMOLDT.O. WALL 3RRAIL!D SALES AREA: 4641 SQ. FT. (41.21::,END. 1 PROJECT # : FTA -008 LOCATION AT EACH DECK BY: STAFF ,� _ jDRAWN - - - - - - - - . WALL RAIL DOES NOT EXTEND AT BACKWRAP. 4'-e0 1/4" )M HIGHEST POINT )F FINISH FLOOR 11-4" 1'-4" SEE 10/A-52 FOR ADDITIONAL INFORMATION Kids! _ •o FIN. CLC. r — — (1) LAYER OF 5/8" "TYPE X" _I - . 12" METAL STRAPPING BEHIND ALL THE WALL RAILS AS REQ'D CONTINUOUS 18 GA. DEEP LEG TRACK. 1/2" CLEAR SLIP CONNECTION EACH SIDE OF BRIDGING AT 8" FROM STUD (TYP.) ::." ;; EJECT TITLE JTER WESTFIEL 'HCENTER MAL _A, WA 98188 .16 -SUITE 105' 66 KFL STOF ..'1:. ,. _ . G.W.B. RUN FROM SLAB TO 6" PAST FINISHED CEILING. 3 5/8" MIL. STUDS 16" O.C. ' TOP PER MANUFACTURER'S 3 5/8" METAL RECOMMENDATION STUDS AT 16" O.C. FARALL -L TO STRUCTUR= ATTACH TRACK TO EXISTING BAR JOIST TOP CHORD WITH (2) .145" DIA. P.A.F. (EACH r .. ,v :.: , -. - NOTE: 4_ OP STRAPPING0 SAL L BE BEHIND WALL `� U V LJ N _ U 0 I- O H Q 1.0 JOIST LOCATION)It • �• � ruil � p W O 00 (l) U) CVREVIEWS® 3-5/8" BOTTOM TRACK FIN. PLR ®RCODE COMPLIANCE I W ` VI I- •JUS ... APPROVED . 2 0��7 ISI J� CC 0 fn / NI- CONTINUOUS 18 GA. A ° .. Cit/ 4f Tukwila BUILDING DIVISION I rEl_olla Q 1/2" CLEAR DEEP LEG TRACK. SLIP CONNECTION RECEIVED CITY OF TUKWILA SHEET TITLE INT R RI OR RART I T I ON , JUN 0 6 2017 PARTITION TYPES EACH SIDE OF STUD (TYP.) BRIDGING AT 8" FROM TOP PER MANUFACTURER'S 3 5/8" METAL STUDS RECOMMENDATION AT 16" O.C. FERRENEDICULAR TO STRUCTI�RE ki � .. PERMIT CENTER ' I PIN. FLR ` . FOOTACTION ONLY STRAPPING TYPE 'A' SHEET NO. Al 1.2b © CONNECTION DETAILS PARTITION TYPE "P" PLUG MOLD/WALL RAIL DETAIL SCALE: 3"=1'-0" FA GSP PROTOTYPE RELEASE 3.0 WALL RAIL CORNER CONNECTOR BY ARTITALIA. POWERDERCOATED SLACK FINISH 1 1/5"- 11-11 3/4" c1 1/5" 1/2" GYP. BD. FINISH TO BE PAINTED (PT -1) ON 5/5" GYP. BD. BACKING (2) ROWS OP PERIMETER WALL RAIL FIXTURE SYSTEM AT 4'-5" AND T-1" O.G. AND ASSOCIATED FASTENERS TO BE SUPPLIED BY FIXTURE VENDOR AND INSTALLED BY G.C. - G.C. TO COORDINATE AS REQUIRED. 1/2" GYP. BD. FINISH TO BE PAINTED (PT -1) ON 5/5" GYP. BD. BACKING 5/S" TYPE "X" GYP. BD 3-5/5" METAL STUD FRAMING LOCATION OF "OWN IT" GRAPHIC EXISTING COLUMN ENCLOSURE. REPAIR AS REQUIRED TO MAINTAIN CURRENT RATING. HORIZONTAL WALL RAILS TO BE CUT TO SIZE ON SITE "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 5/8" TYPE "X" GYP. BD 3-5/5" METAL STUD FRAMING "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 FOOT LOCKER, INC. EXG STRUCTURAL COLUMN STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 5/5" GYP. BD OVER METAL FRAMING 1"xl" WITH 1/S" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. WOOD BASE BELOW WALL RAIL CORNER CONNECTOR. PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. WOODEN BASE BELOW (\WB -6D 1"xl" WITH I/8" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. GWB ENCLOSURE DETAIL (KFL) SCALE: 1 1/2" =1'-0" EXISITNG DRAIN TO ROOF WOODEN BASE BELOW EXG STRUCTURAL COLUMN WALL RAIL END CAPS TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.G. HORIZONTAL WALL RAILS TO BE CUT TO SIZE ON SITE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 BUTTON HEAD SCREW MINIMUM 4" LONG. SCREW MUST PENETRATE STRAPPING AND STUD. NOTE: SCREW HEAD MUST BE LOW PROFILE. ENGINEER: ENLARGED COLUMN DETAIL (FTA SCALE: 1 1/2" =1'-0" ENLARGED COLUMN DETAIL "A" SCALE: 6" =1'-0" ENLARGED COLUMN DETAIL "B" FTA SCALE: 6" =1'-0" 1/2" GYP. BD. FINISH TO BE PAINTED (PT -I) ON 5/5" GYP. BD. BACKING 1/2" GYP. BD. FINISH TO BE PAINTED (PT -1) ON 5/5" GYP. BD. BACKING NEW METAL STRAPPING BETWEEN STUDS AND GYPSUM BOARD. DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP 5/8" TYPE "X" GYP. BD 3-5/8" METAL STUD FRAMING "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 WOODEN BASE BELOW SMITHHAVEN PANEL I"xl" WITH 1/5" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. 5/8" TYPE "X" GYP. BD 3-5/5" METAL STUD FRAMING "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 2 X 4 WOOD SHELF BETWEEN POSTS FOR PLUG MOLD. ALL (4) SIDES. NEW 5/5" GYPSUM BOARD ON NEW METAL FRAMING (ALL SIDES). WOODEN BASE BELOW 1"xl" WITH 1/8" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.G. 3 3/4" WOOD BASE BELOW REFER TO PLAN REFER TO PLAN G.W.B. TO G.W.B. SCALE: 6" =1'-0" ENLARGED COLUMN DETAIL "B" (FTA SCALE: 6" =1'-0" SCALE: 1 1/2" =1'-0" 1'-10 112" OUTLINE OF DISPLAY PANEL ELECTRICAL WHIP TO FEED PLUGMOLD MIRROR PANEL SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. COLUMN PANEL SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. PLUG MOLD LEGRAND PLUGMOLD *20GB206 2" x 4" WOOD SHELF BETWEEN POSTS REVISIONS V DESCRIPTION DATE 1 P 4-25-11 2 OZER COMMENTS 5-23-11 SALES AREA: 4,641 SQ. FT. { ..,., �. _:..i.,;1:1,,.•):44., :.:a:, ., FOOT LOCKER, INC. EXG STRUCTURAL COLUMN STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 5/5" GYP. BD OVER METAL FRAMING 1"xl" WITH 1/S" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. WOOD BASE BELOW WALL RAIL CORNER CONNECTOR. PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. WOODEN BASE BELOW (\WB -6D 1"xl" WITH I/8" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. GWB ENCLOSURE DETAIL (KFL) SCALE: 1 1/2" =1'-0" EXISITNG DRAIN TO ROOF WOODEN BASE BELOW EXG STRUCTURAL COLUMN WALL RAIL END CAPS TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.G. HORIZONTAL WALL RAILS TO BE CUT TO SIZE ON SITE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 BUTTON HEAD SCREW MINIMUM 4" LONG. SCREW MUST PENETRATE STRAPPING AND STUD. NOTE: SCREW HEAD MUST BE LOW PROFILE. ENGINEER: ENLARGED COLUMN DETAIL (FTA SCALE: 1 1/2" =1'-0" ENLARGED COLUMN DETAIL "A" SCALE: 6" =1'-0" ENLARGED COLUMN DETAIL "B" FTA SCALE: 6" =1'-0" 1/2" GYP. BD. FINISH TO BE PAINTED (PT -I) ON 5/5" GYP. BD. BACKING 1/2" GYP. BD. FINISH TO BE PAINTED (PT -1) ON 5/5" GYP. BD. BACKING NEW METAL STRAPPING BETWEEN STUDS AND GYPSUM BOARD. DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP 5/8" TYPE "X" GYP. BD 3-5/8" METAL STUD FRAMING "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 WOODEN BASE BELOW SMITHHAVEN PANEL I"xl" WITH 1/5" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. 5/8" TYPE "X" GYP. BD 3-5/5" METAL STUD FRAMING "L" BEAD AT FINISHED EDGES TO BE PAINTED PT -1 2 X 4 WOOD SHELF BETWEEN POSTS FOR PLUG MOLD. ALL (4) SIDES. NEW 5/5" GYPSUM BOARD ON NEW METAL FRAMING (ALL SIDES). WOODEN BASE BELOW 1"xl" WITH 1/8" QUIRK POPLAR WOODEN CORNER TO BE PROVIDED BY TENANT VENDOR AND INSTALLED BY G.G. 3 3/4" WOOD BASE BELOW REFER TO PLAN REFER TO PLAN G.W.B. TO G.W.B. SCALE: 6" =1'-0" ENLARGED COLUMN DETAIL "B" (FTA SCALE: 6" =1'-0" SCALE: 1 1/2" =1'-0" 1'-10 112" OUTLINE OF DISPLAY PANEL ELECTRICAL WHIP TO FEED PLUGMOLD MIRROR PANEL SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. COLUMN PANEL SUPPLIED BY TENANT VENDOR AND INSTALLED BY G.C. PLUG MOLD LEGRAND PLUGMOLD *20GB206 2" x 4" WOOD SHELF BETWEEN POSTS REVISIONS NO. DESCRIPTION DATE 1 OILNIER/ LANDLORD/ PEWIT COMMENTS 4-25-11 2 OZER COMMENTS 5-23-11 SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF HORIZONTAL WALL RAIL END CAPS WALL RAIL CORNER CONNECTOR WALL RAIL CORNER CONNECTOR G.G. SHALL INSTALL 3 ROWS OF 12" WIDE METAL STRAPPING UNDER NEW GYPSUM BOARD SUBSTRATE. E HORIZONTAL WALL RAIL END CAPS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2011 WALL RAIL CORNER CONNECTOR WALL RAIL END CAP COLUMN MIRROR (FA-MHANG24) ATTACHED TO WALL RAIL SYSTEM BEHIND COLUMN PANEL (FA -CP) ATTACHED TO WALL RAILS BEHIND COLUMN ENCLOSURE TO BE PAINTED SFP-4 I"x1" WITH 1/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. I"x1" WITH I/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. I"x1" WITH 1/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. MOUNTING HOLES ON POST. BOTH HOLES MUST BE USED AND SCREWS MUST HAVE LOW PROFILE HEADS AND BE OF SUFFICIENT LENGTH TO FULLY PENETRATE METAL STRAPPING. SHEET TITLE OUTLINE OP 118" H. PANEL COLUMN DETAILS SHEET NO. Al .3 COLUMN ELEVATION: "OWN IT" GRAPHIC SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: MIRROR SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: COLUMN PANEL SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: KIDS FOOT LOCKER SCALE: 1 1/2" =1'-0" FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF HORIZONTAL WALL RAIL END CAPS WALL RAIL CORNER CONNECTOR WALL RAIL CORNER CONNECTOR G.G. SHALL INSTALL 3 ROWS OF 12" WIDE METAL STRAPPING UNDER NEW GYPSUM BOARD SUBSTRATE. E HORIZONTAL WALL RAIL END CAPS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2011 WALL RAIL CORNER CONNECTOR WALL RAIL END CAP COLUMN MIRROR (FA-MHANG24) ATTACHED TO WALL RAIL SYSTEM BEHIND COLUMN PANEL (FA -CP) ATTACHED TO WALL RAILS BEHIND COLUMN ENCLOSURE TO BE PAINTED SFP-4 I"x1" WITH 1/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. I"x1" WITH I/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. I"x1" WITH 1/8" QUIRK, CORNER POPLAR WOOD MOLDING SUPPLIED BY TENANT AND INSTALLED BY G.G. MOUNTING HOLES ON POST. BOTH HOLES MUST BE USED AND SCREWS MUST HAVE LOW PROFILE HEADS AND BE OF SUFFICIENT LENGTH TO FULLY PENETRATE METAL STRAPPING. SHEET TITLE OUTLINE OP 118" H. PANEL COLUMN DETAILS SHEET NO. Al .3 COLUMN ELEVATION: "OWN IT" GRAPHIC SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: MIRROR SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: COLUMN PANEL SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: KIDS FOOT LOCKER SCALE: 1 1/2" =1'-0" FA GSP PROTOTYPE RELEASE 3.0 9'-2" FINISH! FFNISI-� 4'-0" 4 1/2"3'-5" 1'-4 1/2" 5'-0" CEILING CEILING / / / FOOT LOCKER, INC. HANGING ROD ; / / ct OF BENCH- // — CPT -4D - — — — — — — OPEN CT -`J j Ea EQ ' / 1, / FITTING ROOM . — — / / I , I• \ MIRROR TO BE — - —( FA-FRHB } 0 METAL BACKING METALQ1D _ �� 1 8 lm I� / / PROVIDED BY STORE PLANNING DEPT. �— , VENDOR, v -' / // INSTALLED BY G.C. 330 WEST 34TH STREET / _ e N (c-) / — \ �- NEW YORK, NY 10001 � '// IL — <'/ WG ' 0 cA -3 / / OF FITTFNC o ' FA-FRMB �--- - ,., o ROOM DOOi� = / 0 a I o e ARCHITECT: itl 0 N I �t ft !L>nZ E.!B-E .UB -8 :< '1 6 94 I I I -.i it • OPEN tc: = 41.4 8 — ",' \ I FINISI-I TYP. FITTING ROOM �1-1 di m \ KOOKS• in ELEVATION 1 FLOOR ELEVATION 2 FLOOR 6375 RIVERSIDE DRIVE ��- /� IA / 10" / 1'-8" A1.4 � SUITE 220 / = AU I FA-FRMM I= r �' CE�� G �� G DUBLIN, OH 43017 -' PHONE: 614.255.4048 PT -4 -� (T-4) 611 3'-0" 5'-8" SEE SHEET G-1.1 FOR ENGINEER: MIRROR / I / VISUAL MAGNETIC INSTALLATION CIJC-D 'J'-2"1 O O©y 4 1/2" 3'-5" 1'-4 1/2" r 8 1 1 / / AI.4 CV � / T / � DAVID W. MULLEN P.E. 61 ter' �- 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 :1.4 WC -2 e I `- 614-225-1580 ENGINEERINGGROUP J WB .-Nr-CB-8. -8 1 BENCH BENCH I I FINISH FINISH SEAL J ELEVATION 3 FLOOR ELEVATION 4 , , FLOOR 6'-9 1/2" 31_0 tztl/ 5'-2" NOTE: 6986 101-11/2" ]'BASED GRAPHIC BY VENDOR / I. ALL WALL FINISHES TO SE 1" ABOVE FINISH FLOOR TO BE APPLIED AFTERWARDS Fi=GISTERLD ARCHITECT 2. ALL VISUAL MAGNETIC PAINT APPLICATION TO SE i" SMALLER THEN PROVIDED GRAPHIC DIMENSIONS PETER S. MACRAE ENLARGED FITTING ROOM PLAN (FOOTACTION) SCALE: 3/4"=1'-0" 12 FOOTACTION FITTING ROOM : INT. ELEVATIONS SCALE: 1/2" = 11-0" STATE OF WABNdNGT G.W.B. ON lir MTL FRAMING 2 FINISH FINISH REFER TO PARTITION 2" 3'-0" / 2"ak / , 1 CEILING 1-1 CEILING SCHEDULE FOR CONSTRUCTION REVISIONS NO. DESCRIPTION DATE e \ / SER/ LANDLORD/ PERMIT COMMENTS 4-25-11 3/4" FRT PLYWOOD 41.4 1 (T -) VESTIBULE 5-23-11 \ /GENERAL mossOtLNER COMMENTS CONTRACTORion CT-. - TO CUT CASING IN FIELD. \ / DOOR TRIM 1 X 4 WOOD MITER ALL CORNERS. \ / TRIM ? Ell PT- I - PASSAGE VESTIBULE OMilli PN/ TO S,4LE AREA Air N I� 8" METAL ® I JOISTS - -O„ A.P. u � . 0 P�45SAGE / \ I CLC. = gi N CASINGS POANE G.W.B. ON DATE: 3-24-17 / \ CB-� PARTIAL SMOOTH PRIOR TWOOD SHALL I" 4-1/8" DOOR MTL FRAMING (TYP.) ELEVATION PAINTING. TENANT G.G. X POPLAR INFILL ALL NAIL HOLES JAMB PREPARE FOR PAINT SCALE: AS NOTED AT WOOD / \ REFER TO 46.0 FOR 1/2 2 4 �/8 TENANT G.G. SHALL WITH WOOD PUTTY 1 CEILING FINISHES CASING INFILL ALL NAfL HOLES � FOR PA NT GROSS AREA: 7,974 SQ. FT. i FINISH FINISH WITH WOOD PUTTY PREPARE ELEVATION 5 `-' FLOOR ELEVATION 6 FLOOR NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND SALES AREA: 4,641 SQ. FT. INSTALLED BY TENANT'S G.C.JAMB AND TRIM TENANT INSTALLED AND TRIM TENANT FINISH FINISH BY G.C. BY TENANT'S G.C.JAMB BY G.G. PROJECT # : FTA -008 cik \ / CEILING CEILING 10 ETA DECK D IATA I L SCALE: 3"=11-0" 9 HEADER D ETA I L SCALE: 3"=1'-0" 8 D ETA I L CASED OPENING SCALE: 3"=1'-0" D RAW N BY: STAFF \ / OPEN \ C=1 ---i) /C\I \ / \ �T-� _ \ / 3/4" 2x4 F.R.T. WOOD FRAMING \ / i DOOR TRIM2 / FRAMING 1 \ / \ /NEI 1/2"METAL P Lo CPT-� " 5/8" Gala OPEN TO \ I/2' /2"5/8 2"2" G.W.B. U (s0 STOCK AREA OPI1TO METAL FRAMED HEADER I �.r / \ N 2x4 WOOD 0 lam STOCK AREA :. F.R.T. FRAMING r wc- C ilfi G.W.B. ON MTL 10w\ FRAMING (TYP.) (Y • J -BEAD TO CREATE A r1* / \ IIIIOcnSMOOTH 2 ,I EDGE FOR I/2 �� y -ILII w L� REVEAL ri - = IIIII C % L - :...' / \ >Y +- 1111*.....illiiiiii.-4111114 REVEAL TO MATCH - TCC / \ 4 IL0 }PAINT �/ \ _ ADJACENT WALL FINISH I,C &• N\ } iti > > W < / \ N f 7=-77--.......===_L--- TO CREATE A O 0 \ OPEN 0 00 SMOEOTDH EDGE FOR 1/2" T / \ ~ FINISH — 3/4" MAPLE APPLE REVEAL (%� FINISH itz\: W ELEVATION 1 FLOOR FLOOR 4 �/8 J ELEVATION 8 -. PAINT REVEAL TO MATCH CO H 2 �� COVERING APPLIED ADJACENT WALL FINISH W W W � � � NOTE: G.W.B. ON MTL. 1. ALL WALL FINISHES TO BE I" ABOVE FINISH BASED TO SE APPLIED AFTERWARDS FLOOR FRAMING (TYP.) ANCHORS AD JAMS I- - Z Q w F—ocW. 0 2. ALL VISUAL MAGNETIC PAINT APPLICATION SMALLER THEN PROVIDED GRAPHIC DIMENSIONS TO SE 4" PROVIDE THREE (3) PER JAMB RECEIVED 0 W U CITY OF TUKWIt ii = Q ,-- 0 STIFFENER SCREWS AT 24" OC. DETA RE\lIEWED -CODE COMPLIANCE FOR O Z F-- J d' © ADDE-d JUN 06 20112EE W 8-§ * C\I APPROVED � U O 11 FOOTACTION VESTIBULE: INTERIOR ELEVATIONS SCALE: 1/2"=1'-0" 00 DOOR HEAD SCALE: 3"=11-0" 6 DOOR JAMB SCALE: 3"=1'-0" ; 0 FZ CASED OPENING DETAIL JUN 20 2017 PERMIT E L "=1'-0" _ Y W W N I— 0 P._ < LO 111110 - - . C0 of Tukwila I7 CO w DIVISION N G.W.B. ON METALBUILDING A 3/4" FRT PLYWOOD OVER r^ I FRAMING CTYP.) METAL STUDS144 �� 1/2" W 3 �I 3-m �� 1/2" 3 �� 0 A.F.F. - �I _. 10 -m A.F.F. .. - INSTALL CORNER GUARD / , , VESTIBULE FITTING ROOM H CC OVER ACRYLIC WALL PANEL 1 1 X 4 WOOD TRIM FLY ZONE FOOTACTION / i i -- - VESTIBULE FITTING ROOM O (WHERE REQUIRED) (TYP.) -- LOCKER 2X4 NON -COMB / 1G IS i FINISHED ACRYLIC WALL PANEL Via. STIFFENER. TYPICAL CEILING PAINTED NI 58" G.W.B. CEILING ISI (n (WHERE REQUIRED) (TYP-) _ A1.4 A1.4 BOTH SIDES. ; WOOD 0 a PREFIN. FRAME PREFIN. WOOD FRAME 8" METAL JOISTS " Ii FITTING ROOM DOOR JAMB DOOR JAMB I � P h h I.i �i PREFIN. WOOD CASING PREFIN. WOOD CASING n � CLC. SHEET TITLE OR 6'-1" AFF. -1" AFF. 1] 0 -0 % TOP OF FITTING :. m Iril O ROOM DOOR ROOM O CONSTRUCTION . i REFER TO A6.0 FOR I CEILING FINISHES WOOD DETAILS G.W.B. ON METAL PASSAGE FOR PREFIN. DOOR PREFIN. WOOD DOOR PRE -MORTISED FRAMING CTYP.) REFER TO A1.1 FOR HINGES (DOOR ONLY) STOP s G.W.B. ON STOP a 3 i Y -f2 _ PARTITION TYPES , PREFIN. I X 4-1/8 MTL FRAMING (TYP.) OUTLINE FITTING "~ ' ` „ „ „ HIGH CORNER GUARD W/ CLEAROUTLINE 2 X Z X 14 A\ DOOR JAMB OF _ I! . ; G � .I C OF ITTfNG 10\ BRUSHED ALUMINUM FINISH BY TENANT G.0 N. P 15 5 C 10\ `! ROOM DOOR ROOM DOOR NOTE: OF CORNER IS BOTTOM GUARD AT TOP OF THE WALL BASE. TRIM X 3 FOOTACT ION I �t !— =I x ZON SHEET NO. A 1 u 4 4 CORNER GUARD: NON SALES 0 DECK DETAIL SCALE: 3"=1'-0"FITI-I NG ROOM DOOR DETAILS 3CALE0" SCALE: 3"=1'-0" FA GSP PROTOTYPE RELEASE 3.0 TOILET ROOM ACCESSORIES SCHEDULE TOILET ROOM GENERAL NOTES GRAB BARS ADA 4.19 'NEW • BOBRICK 5-6806 SATIN FINIS( -1 WITI-I CONCEALED MOUNTINGS 1 1/2" DIAMETER (TEL: 818-982-9600) IF TOILET ROOM' IS IDENTIFIED ON PLANS: O TOILET ROOM TO BE LOCATED IN LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 IN -IES FROM THE FLOOR TO THE BOTTOM OF TI -4E8 APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH INCHESMINIMUMMAY BE INACCURATE. TEN GC. TO FIELD LOCATION OF EXISTING CONDITIONS AND NOTIFY TENANT REP. IF MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. t• NO HEIGHT LIMITATIONS ARE FOOT O CKER INC. 2. TOILET TISSUE DISPENSER VERIFY CHANGES ARE NECESSARY. TEN. G.C. TO VERIFY LOCATION AND ORIENTATION OF EXISTING TOILET ROOM(S) CIF ANY) AND SPECIFIED FROM THE TOP OF THE LAVATORY, BUT 34 INCHES IS RECOMMENDED BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBCS). UTILIZE WHEN POSSIBLE EXISTING PLUMBING WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT 505RICK 516861 SURFACE MOUNT WITH SHELF (TEL: 818-982-9600) REP. IF CHANGES ARE NECESSARY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES SY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE. EXTENDED A MINIMUM OF 4" UP VERTICAL SURFACES IN INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES, MIRROR TOILET ROOMS OR AS REQUIRED BY LANDLORD. • BOBRCK 5-293-1836 STAINLESS STEEL TILT MIRROR 18" X 36" (TEL: 8IS-982-9600)FAUCET PROVIDE AND INSTALL A FLOOR DRAIN. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO SE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE STORE PLANNING DEPT. 4. SOAP DISPENSER PROVIDE AND INSTALL MARLITE FIBERGLASS REINFORCED PANEL (F.R.P.) WAINSCOT TO 4'-0" APP. CONTROLS IS NOT TO EXCEED 5 LBF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. i.i-ER TO SHEET A3.0 FOR FINISHES. 330 WEST 34TH STREET TO BE PROVIDED BY STORE OPERATIONS AT THE TIME or STORE OPENING. ADA 426 SEAL FULL AROUND ALL EDGES A ADJOINING MATERIALS WITH CLEAR SILICONE (WOOD SASE TO WALLS MIRROR TO WALLS, GRAS BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 NEW YORK, NY 10001 SHELVES AND STANDARDS BENCH TO WALLS, ETC) INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE SACK CAN NOT BE LESS THAN 36 INCHES LONG. PLUMBING FIXTURES 4'-0" 1 1/2" SHELF LAMINATE (6) SIDES ON MDF. 6 6'-0" AFF. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED I i/4 t0 I I/2 INCHES, OR THE SHAPE IS t0 PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, . (2) 12" DEEP WIDE - PLASTIC ON (2) GARCY 604 STANDARDS WITH (4) GARCY 12" 686 BRACKETS REFERENCE MECHANICAL SHEET(S) FOR EXTENT OF PLUMBING WORK. ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS, THE SPACE BETWEEN THE WALL AND THE GRAS BAR IS TO BE I 1/2 INCHES. TOILET ROOM ACCESSORIES TOILET TISSUE DISPENSER GRAS BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT SENDING, SHEAR, AND TENSION. FAUCET BOBRICK "81686T MIRROR- SOSRICK 18-293-1836 STAINLESS STEEL TILT MIRROR IS" X 36" ADA SIGNAGE- 12" DIAMETER SLUE . DELTA MODEL *2131 CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT- ADA COMPLIANT. 4" CENTERS. SUPPLIED AND INSTALLED BY GC. GC IS ALSO TO PROVIDEI SIX-FOOT LAUNDRY HOSE. Y MOPSWIG 15 NOT QUI NOTOILETINDICATED.ADA L R USE ONLY tib#)=Tl REQUIRED OR NEW ROOM IS PLEXIGLASS SIGNS. IF ONE TOILET ROOM PROVIDE UNISEX SIGN OR PROVIDE MALE E FEMALE SIGN FOR TWO TOILET ROOM GRAB BARS AND ANY SUBAGE ADJACENT TO CHEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE t0 PAVE A MINIMUM OR I/8 INCH. SITUATIONS SIGN MUST MEET ADA REQUIREMENTS. SEE 6/A13 FOR MOUNTING INFO. 4.19 D ARCHITECT: PAPER TOWEL DISPENSER ACCESSORIES: WHERE SANITARY NAPKIN WASTERECEPTACLESANDSIMILAR DIS ENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEASTONEOF EACH TYPEIS WITH ALL OPERABLE PARTS, TO SELOGAtED S ACCESSIBLE TOILET ROOM INCLUDING <<<_< • S 2 O A TO DISPENSER MO 53. B013RICK SURFACE MOUNTED ROLL PER WELD PE ER DEL "B COIN SLOTS WITHIN 40 INCHES FROM TI -IE FLOOR.. R E DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESSIBLE TOILET ROOM IS TO SE PROVIDED REFERENCE,...,�� ADA TOILET ROOM REQUIREMENTS BELOW MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR. ADA 4.16 ...::.:. :. >. � , • <� :::.. . IN ..,:,.' .::,;.::, :, ..., >:�`<;4�� :.»:»�?_;:; NOTE: ALL TOILET ROOM ACCESSORIES FINISHES TO BE *4 STAINLESS UNLESS OTHERWISE IDENTIFIED. - NOTE: ALL ACCESSIBLE TOILET ROOM ACCESSORIES MUST BE INSTALLED IN COMPLIANCE WITH ADA AND LOCAL CODES FOR MOUNTING HEIGHTS AND LOCATIONS. SEE NOTES THIS SHEET. WATER CLOSET: THE HEIGHT 15 REQUIRED TO BEA MINIMUM OF 11 INCHES ANDA MAXIMUM OF 19 INCHES MEASURE TO THE TOP OF ACCESS. TOILET ROOMS SHALL HAVE TOILET PAPER DISPENSERS MID. A5 SHOILK HI. SHALL BE 1'-9" AFF., DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT OF THE WATER CLOSET. DISPENSERS THAT CONTROL THE SEAT. FLUSH CONTROLS ARE TO SE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OR 3 LSF OR DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE USED. BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOvEMENT. HANDLE ON TOILET NOT TO EXCEED 44" AFF. ACCESS. TOILET ROOM STALLS SHALL HAVE TOE CLEARANCE AT THE FRONT PARTITION E AT LEAST ONE SIDE PARTITIONS OF 9" AFF. IF SUCH SPACE IS NOT PROVIDED, LENGTH t WIDTH OF STALL SHALL SE INCREASED BY 9" IN EACH DIRECTION ALL DOOR ARE t0 SWING OUT. THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET. SO IT IS IMPORTANT TO KNOW WHAT ADA 4.30 6375 RIVERSIDE DRIVE SUITE 220 NOTE: TENANT G.G. TO INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL ACCESSORIES. TYPE ONE IS USING WHEN DESIGNING THE TOILET ROOM. WATER CLOSETS MUST BEA 1.6 GALLON FLUSH FIXTURE. SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELED BY A UNISEX SYMBOL, SECURELY FASTENED. DUBLINOH 43017 , PHONE: 614.255.4048 TOGGLE BOLT ENGINEER: 12 G. X 3" X 3" BTL. ANCHOR PLATE TOP TRIM CAP CUT NELPLAS PANEL IN FIELD EXTEND SCHEDULED WALL. 1 1/2" 1 I/2'i CUT IN FIELD PARTITION - REFER TO TYP• SUPPLIED IN 96" LENGTHS OVERING 6" BEYOND 1 1/2" DIA. GRAB PARTITION TYPES ELPLAS PANEL - TO 3'-6" DAVID W. MULLEN P.E. CORNER INSIDE CORNER GUARD AFF BAR 625 EAST NORTH BROADWAY OUTSIDE GUARD CUT IN FIELD CUT IN FI LD I EXTEND SCHEDULED WALL R ALL CORNERS IMir COLUMBUS, OH 43215 �'� .. _ COVERING 6" BEYONDWNELPLAS _ � 4B - 614-225-1580 �� I.. I .... ,.... lip PANEL - TO 3'-6" A.F.F.R� ..mak: COVER PLATE :. 1 1 `� INSTALL NELPLAS PANEL •...•. I .. ........ ...::: INSTALL NELPLAS PANEL ND CORNER GUARDS II ENGINEERINGGROUP • ...•. 1 .. i r.......... 1 MOUNTING PLATE 1 I/2 DIA. ALUM. HANDRAIL WENDS •• �.�.�..�. � AND CORNER GUARDS PER MFG. INSTRUCTIONS :.. RETURNED TO WALL. ALL CORNERS . . • . •••PER 1.. MFG INSTRUCTIONS ►- 3 5/8" 20 GA. MIL. .. 4D 4G TO BE GROUND SMOOTH •�.... L 1 = `� O O 4E '�' :•:• :•:•:::•: 1........ :........:....... STUD CONT. ATTACHED I.... I LLU INSIDE WAINSCOT OUTSIDE TO REST BRAC BRACKET 9 41 0" O ..... q CORNER TRIM CAP CORNER WALL BASE AS SCHEDULED - .C. MAX Ill... .....:: . 0: r i- - WALL BASE AS SCI4EDULED INSTALLED OVER NELPLAS PANEL Q- al I- GUARD GUARD I ALLED OVER NELPLAS ANEL 3 5/8 20 GA. MTL. STUD g 16" O.C. 11 WALLBRACKET RA KET SEAL rili . .. .... NELPLAS THK .04" ACRYLIC PANEL _ FINISHED FLOOR 0 5/8 GYP. BD. 1411 0 7,1- i 6986 NELPLAS NELPLAS .m4" THK REGISTERED .04" THK ACRYLIC PANEL ACRYLIC PANEL EXTEND WALL •-i- t h -_ AR�I„�cT COV'G 6" BEYOND NELPLAS PANEL ` TOI LETROOM GRAB BAR DETAILS SCALE: 3"=1'-0" - TO 3'-6" AFF. ( l PETER S. MACRAE STATE OF WASH: R i -2" 4 -0" J 5 4E CORNER GUARD NTS 4D CORNER GUARD NTS 4C TRIM CAP NTS 4B SECTION SCALE:1/2"=1'-0" n 4A ' ELEVATION SCALE: 1/2"=1'-0" i -� A1,4 4B 2 41 3 4 NELPLAS/KYDEX PANEL DETAILS TYP. 2 5 REVISIONS A1.4 17°. 5 NO FRAME THIS 4A NO. DESCRIPTION DATE G.C. TO FURNISI-1 AND INSTALL ALL 41.4 ONLY A15 tAlSIDE N ^ / \ MINER/ LANDLORD/ PERMIT COMMENTS 4-25-11 I0'-0" APF 10'-0" AFF '� TYP. ACCESSIBILITY SIGNAGE 9/A15 7,r OILNER COMMENTS 5-23-I1 } (t REQUIRED PER b� ''�� PIN. CLG FIN. CLG SYMBOL TI -4E BUILDING CODE / INSPECTOR 41.4 DECK ABOVE ITYP) P311 P3)\-- } y„ ` OPEN / I / ABOVE 4'-0" 3'-0" I'-1011 - - l / / • 1/2" G.1.115.( 1/4" 5 1 ` _ J M GlU.B. AND 5/8" G.W.B.. ` 1/4" MIRROR PAINTED c 0 0 PROVIDED I i v P2 BY VENDOR 41.4 DOOR \ 1 11 1. = z - C , \ I xl xl/8 METAL ANGLE TRIM. r OPEN OPEN _ UP TO 41-0" ATTAGH WITH CONTINUOUS / I"x1/8"xl/8" METAL ANGLE .r' V V ART BY NIKE - - - i CONSTRUCTION ADHESIVE THE TOP TRIM- FINISH TO BE 5/8" TO 2" C-� /\ :. - - _ ENTIRE LENGTH OP TRIM. BY G.G.'U0-121I ALPHA COATINGS E �_ UPPERCASE W- OMEN •:: " - UP TO 41-0" - / CNC GRAY. MITER : \ �i� METAL TO 1/32 RAISED �, f 71- B3 tt / DATE: 3-24-17 :.K ,.�, I PERFORATED PANEL CORNERS. 1 �p�-� \ . BE ATTACHED TO F.RT. NAGE/�`'��1\SCALE:AS LETTERS. I �� tll hl T 1- Iy C `/ OPEN �, , SIGNAGE I� PLYWOOD WITH (4) EQUALLYALIGN \WALL NOTED INt„, SPACED SCREWS UP EACH SIDE ELEVATION 5 6 ELEVATION 1 ELEVATION 8I�P�� B3ELEVATION MEN ... .. 8'-0" AFF. ..-. .�. WOMEN �ti o�P AREA: 7 974 1/4" G.W.B. PAINTED lP2) ,► S FT.� GROSS Q TOP OF TRIM __ �.�..�� . � .� ,� ...� � � � .� � � .._. � _ O 1/2" F.RT. PLYWOOD Co, 1/4" MIRROR METAL ANGLE NEW DETAIL 1"x1"x1/8" ACCESSIBILITY SIGNAGE DETAILS 9 FITTING ROOM VESTIBULE ELEVATIONS 2 ADDED .1_ 1_ " SCALE: 1/4 -1 0 ,� �� 6/A15 / SALES AREA: 4641 SQ. FT. PERFORATED SIDE TRIM TO MATCH P/C >° ° ,°>° �`� - - / = METAL CNC GRAY. MITER _ , o \ PANEL (M P -U 11.0 II CORNERS. ° s' °' = / ® / PROJECT # FTA -008 'ERPORATED METAL ° o° 10'-0" APP 10'-0" APP I0'-0" APF °' e i - METAL PERFORATED ° � II_ 11 10'-0" AFF .--- - - �,' `:".`.;':�'�' °` '•''`- - PANEL (MP PANEL _jo °� 11 19 FIN. CLG FIN. CLG FIN. CLG #•I4.#######I 4., 4.# +, \ - - - - DRAWN BY: STAFF -1) MP -1 �° 18" FIN. CLG 41_011 4.44.40+$4.444.400$4. / 4. I�, OI #I OI #I 0# #I 2 I/2 20GA METAL I�##I#I �IOONO�I OOIin x PS 611 v FRAMING MIRROR 4 I ## 0# ## #I 0# ,4124 O ## OI OI #I #I OI # = ® #IO ��; } ,rfj•t�{ti ,,ti �hfi �;Y�KY E� 14��?� N* Foot Locker ; EXISTING MALL 1"x1/8"x1/8" METAL ANGLE ° ° o o ® +4040444,t444•4:0404,.OO _� 0 A -� OPEN � BASE BUILDING BOTTOM TRIM TO MATCH ° . ° �_ MAX p p at .=,,==. p�,�►j0j0�0 04,444+40A #� ,BLOCKING - � - _> LEVEL 5 GlU$. "e#4 4. �• - - - COLUMN P/C CNG GRAY.''°' '>= p o o ,.9,1.##4.10#4.A - - - - - - - -, - UNDER WALL OI #I OI - d m ~ X- 11 o o #0#######01##01#####+4.444 /4" G.W.B. PAINTED (P2) m Q m X MIN. �_- a PS \ COVERING 4•40��###�#0�.4####j�0##I'W HooKS ,�?.9e'�. :,7JG /r!_y..: � ' II WOOD BASE B4 = � ? o E - DOOR AND • ####4###4##►, ,'psi . #i# " I/2 FART. PLYWOOD > �r � •d- E Q- E - a ROR - I - ' #0�####4#�.#v -t '.or u FRAME �n #I #I PROJECT TITLE ENTER WESTFIELD JUTHCENTER MALL WI LA, WA 98188 #416 - SUITE 1051 1/2" Gala 1"x1"x1/8" METAL ° >= - r cA - r FLIGHT ZONE .--44-47•• 4.4##41,4.44 .###I/4" MIRROR TRIM. FINISH ALIGN N4 n ._ NQ vi, X BENCH ##L#444.44##44w��4w� 4. #I ## #I �I #TO #I OI #I #I --- -�ANGLE m BE ALPHA 0'-6" AFF. -J°°°°° °° ' „� w _ -- -� #I OI OI �i ai aiCO ti • ° °- B2 i, 460,_642v�.r######�.###�.##I LINE OF METAL TRIM COATINGS 0110-121 BTM. OF TRIM B2 ` �I###I###I##o%. itl ABOVE TOP OF BASE :;:;:;:;:;:;:;:;:;:;:;:;:'.:;�::;:;:;;:;:;:;�;:;� .;:;.;:;.;�;:;:;::;:,:;:;:;�;:;�;:;�;. - ! = PLIGHT ZONE l0####I ###I #�I #I #I�. ##, # CNC GRAY. BY G.C. •••00000000•.0000.0. •••• ••••0.•.00000000 •••••• •• •••.000••••O•O••00.•• ••• OPEN 0 BENCH i .............-•................ .......•............ 1 5 -� \ } 2 -0 / `-- FRONT ELEVATION AT DUAL SIDE ELEVATION AT DUAL ELEVATION 2 DRINKING FOUNTAIN DRINKING FOUNTAIN ELEVATION I I 41_0" ,..___43....1} 43.1 SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-0" 2'-0" 5'-2" ELEVATION 3 ELEVATION 4 8 COLUMN DETAIL (FZ) 2 WTAIL ApDDp SCALE: 11/2"=1'-0" O DRINKING FOUNTAIN SCALE: 1/2"=1'-0" 6 FITTING ROOM ELEVATIONS ELEVATIONS 2 REVISED SCALE: 1/4"=1'-0" F.Z. FITTING ROOM SCALE: 1/2"=1'-0" 'IwWW"\IIIIIIWNIIIIWNIIII j I CLEAR FLOOR FOR DOORS I PROVIDE NEW BRAILLE SIGNAGE 30"X48" DRINKING CLEAR FLOOR FOR LO I FOUNTAIN ,41.5 1 ° 6, I of 9 I ADJ. TO TOILET ROOM DOOR MOUNTED 48" MIN. TO BASELINE OF LOWEST CHARACTER - 60" MAXIMUM TO BASELINE OP HIGHEST I YEN a :< I CHARACTER IVOYEN I HI -LO DRINKING FOUNTAIN W/ 3'-6! 10" 3'-0" 3'-l1 1/4" 3'-0" I 11-2 1/4" REVIEWED FOR REQ D. CANE GUARD SKIRT COMPLIANCE I I I I CODE APPROVED z FRP 42" W x 48" H A.P.F. WALL 11 `. PAPER TOWEL 'AINTWD G.0 PANEL BEHIND MOP SINK --1 ` 2 017 o I r- I - - I JUN D P R = 1 - � � \ CLEAR FLOOR FOR DOORS �� •_ NEW VERTICAL i / �� I' �' I I Tukwila EXISTING GRAB BAR 39" - 41" / 4 Cityof w o /7 I \ o I II 11 3m X48 CLEAR FLOOR MIRROR -'0 / I \ / \ / I I SPACE FOR LAVATORY BUILDING DIVISION m cc \ 3'-011 12" 3'-6 0 1- FLOOR / \ _� �� 611 6,, �� /--/- / CLEAR FOR DOORS I i \` rt�� 1- S'-CL.T - - - Q EXISTING �- `* / _ - - - -� - - �� \ - - - J - J 6m" x 56" CLEAR FLOOR SPACE FOR I__ LAVATORY 42" GRAB BAR z , S - J c� \ 1 1 DIUS I fi WATER CLOSET 1 36" MAX. I , FAR I I 0 3�0" GRAB BAR 04�IUS \ I 1 I / I * I I ^7 NOTE: Q G.G. TO ENSURE RESTROOMS ARE IN COMPLIANCE, I 3 p I , / r G.C. TO VERIFY COMPLIANCE SIZE MOUNTING) MrG^I U AND THAT THE FLUSH VALUE IS ON WIDE SIDE OF y L 1 J AND NEW -4 v S 4C MOUNTED"- P E, AND IS 16 18 OFF WALL. - / _ -F / OF EXISTING GRAB BARS PROVIDE A1.5 / v \ \ �� z z \ n / o OR REINSTALL, AS REQUIRED (TYPICAL- V.IFJ Q REMOUNT/ REPLACE AS REQUIRED TYPICAL.kii0 i / \ T.P. DISPENSER \ \ \ QS = I / \ / xx `(3 \ / \ �, - EXISTING-- 60" 56" FLOOR SPACE SHEET TITLE f- x CLEAR FOR �\� e _ N �1 m _ N WATER CLOSET _ WATER CLOSET 1 0 3 �' I • - WALL BASE �-- ( I ; CONSTRUCTION REFER TO _ _0 FINISH ` RECEIVE© PLAN n ,� - - - o KNEE SPACE J CITY OF TUKWILA DETAILS DASHED FLUSH I-IANDLE AREA INSULATED PIPE , , ON WIDE SIDE WRAP 6" MAX TOE 1i 1 EXISTING Oi= SPACE EXISTING 31-6" REQ'D 11-0" 3'_611 { Q'p 3/4" j,FI, SUN 062017 , i 5" / 6'-3 3/4" / �\-MOP �'-m"t ' • PERMIT CENTER 3/8I-1SINK - aIS I/ a 8 ; l s I. ••1 ` ' 0 SHEET NO. Al .5 TYPICAL TOILET ROOM ELEVATIONS ONLY SCALE: 1-0" - FOR REFERENCE 1 /2" = 11-0" TOILET ROOM PLAN SCALE: 1 /2" = 1 FA GSP PROTOTYPE RELEASE 3.0 MALL �j MALL BULK( -LEAD `// BULKHEAD (I) LAYER 5/8" TYPE 'X' GYP. BD. SECURED TO 3 5/8" (1) LAYER 5/8" TYPE 'X' SECURED TO � 20GA. METAL STUD FRAMING s� I6" O.C., EXTEND METAL A2" GYP.BD. 3 5/8" 20GA. METAL STUD FRAMING e 16" O.C., EXTEND METAL e IFoOTLoCKER, NC. 'X' / 2" AT TOP OP STOREFRONT AT TOP OF STOREFRONT ��(I) (I)1 LAYER 5/8 TYPE 'X'GYP LAYER 5/8" TYPE GYP BOARD SECURED TO 3 5/8" BOARD SECURED TO 3 5/8° A2.1 A2.1 20GA. METAL SCUD FRAMING16" 20GA. METAL STUD FRAMING m 0.C, EXTEND METAL 2" AT 16" O.G., EXTEND METAL 2" AT TUCK METAL INTO TUCK METAL INTO ' TOP OP OF STOREFRONT ' �� TOP OF REVEAL ;� REVEAL 15'-6" AFF. � oik 151-6" AFF - - tt — - T.O. TENANT CONSTRUCTION , 1� .Y-.._.._ ...__ ... .-... _ .... _ . , + T.O. TENANT CONSTRUCTION , ;1,1 + , + . STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 + + NON NON -COMB. -COMB. i I I 35/8" X 20 GA. FRAMING e 16" MIL O.C. BLOCKING 1/16' KMT METAL OVER r BLOCKING 1/16"-' �� 5/8" -1 KMT -1 METAL OVER • STOREFRONT 3 X DIAGONAL BRACING � 48" o.c. I/2" PLYWOOD „ . 1/2" PLYWOOD 1 GLAZING METAL OVER PLYWOOD 1 3 5/8" X 20 GA. MIL FRAMING 16" O.C. TO ® - ® STRUCTURE ABOVE � I CONTINUOUS BOX PER STRUCTURAL HEADER ARCHITECT: • - ..,......,. 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 4' DRAWINGS rer - I I 3 5/8 X DIAGONAL DAG L 'X' 11 BRACING 48 O.C. 12 11 AFF. A.C.T. (I) LAVER 5/8" TYPE 12 II AFF. A_C.T. /11/( ....■ -0 I� 1 - 0 GYP BOARD PAINTED STOREFRONT SIGN REFER+ + + __p WHITE, SECURED TO 3 5/8" + 11'-6" AFF. + + IB.O. TO SIGN MFG. DRAWINGS 20GA. METAL STUD m ,,, ,,, ... FOR DETAILS 1 l B.O. SOFFIT 5/8 G.W.B. ON 3 5/8 X 20 FRAMING e 16" O.C. 1 SOFFIT I �� MIL FRAMING e 16" O.C. 1 ; 1 U G ' CEOGA. II CONTINUOUS 3 5/8 18 GA. 1 BACKSIDE AND SOFFITLEVREFER UNDERSIDE OF TO INTERIOR / ELEVATIONS II �t 10 -0 AFF. .{ ► < ;,� = BOX 1-4EADER II 10 -0 A.FF. I � � ` ` I FINIS-, C1) LAYER 5/8"(l) 'X' LAYER 5/8 TYPE 'X' GYP. BD. B.O. TENANT SOFFIT i� ..... _.... - . BTENANT SOFFIT SFP-, TYPE GYP. BD. ;; WHITE, EQ.EQ. .O. SECURED TO 3 \/\_____PAINTED \/ 5/8" 20GA. METAL SECURED TO 3 5/8" 5/8" G.W B. ON 3 5/8" X 20 2 � TOP MULLION STUD FRAMING 6 20GA. METAL STUD �/ METAL OVER 1/2" F.R.T. PLYWOOD i'� g GA. MIL FRAMING I6" O.G. SFP-1 6" 1' - 0"" BANNER TRACK. 3/A2.1 FOR MORE REFER TO INFO. 16" O.C. FRAMING 6 16" O.C. ENGINEER: ® 11 RECESSED LIGHT FIXTURE ' RECESSED LIGHT FIXTURES REFER TO SHEET A6.0 DAVID W. MULLEN P.E. EAST NORTH BROADWAY COLUMBUS, OH 43215 = 614-225-1580 ENGINEERINGGROUP REFER TO SHEET A6.0 UNDERSIDE OF SOFFIT J 4'-11 I/8" 11-0 1/8" 1 1 5/8 G.W B. ON 3 5/S X 6' -011 METAL REVEAL 3/4"625 ' TO MATCH KMT -1 61-0" 20 GA. METAL FRAMING FINISH: STOREFRONT GLAZING i SEP- 1 WITH GL -2 ON OUTSIDE FACE 1/2" TEMPERED CLEAR GLASS + + M41 L TLNANT 54L 6 AfR A M41 L NAN ! •SAL S AfR A + + SEAL LEASE LINE 1/2" CLEAR TEMPERED 5'-4 1/2" GLASS (BEYOND) / AREA OF "WALLCOVERING 6 86 Aril 1S: ED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON EQ. � Q. 401P COLUMN ENCLOSURE REVEAL (BEYOND) 90 1ooU3ootabiw REVERSE IMAGE VINYL GRAPHIC (13/A2.1)GO (BEYOND), FINISH: 1/4" F.R.T. PLYWOOD ENCLOSURE (BEYOND) FINISH:4D LEASE LINE NOTES:v \ REFER TO STOREFRONT/ ; Ct GIRAFN I C ENTRY GLASS DOORS 1 5/8" SIGNAGE NOTES - ,� 4 Loss e t REVISIONS SHEET A2.0 FOR ADD'L 6" GLAZING BASE FINISH: INFORMATION ______\/\ ® ® 6" GLAZING BASE NO. DESCRIPTION DATE KMT METAL OVER KMT METAL OVER A2.1 / -I 1/2 PLYWOOD -1 1/2"PLYWOOD / � ,� 1 OILNER/ LANDI.ORp/ PEWIT COMMENTS 4-25-11 MIER COMMENTS 5-23-11 FINISHED FLOOR -0FINISHED FLOOR 1 aoh 0'-0" AFF. di 0'-O" AFF. - IV 01111111111111I1111111111111111111111111I1111111111I111111111111111111111111111111111111I1111111111111I11I11111 (III1111, 11111 I!I UIIIIIITIIITIIIIII IIIIIIILIIIII�iI W(IIIII(I Jim IHUIIIIIIIIIIII"IIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIII 1111111 IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIiI 5/r-8" G.W.S. FINISHED FLOOR FINIS( IED FLOORN NON ,. - CEILING NON COMB. -COMB. l > il 11 MALL FLOORING STORE FLOORING MALL FLOORING- -MORE FLOORING BLOCKING BLOCKING L '- INSTALL MALL FLOORING PROVIDE SMOOTH CONTINUOUS \ I�~ TO CLOSURE LINE TRANSITION BETWEEN TENANT TUCK METAL INTO 311 3/4 t0 METAL REVEAL MATCH KMT TUCK METAL INTO 5/8" G.W.B. CEILING FLOORING AND MALL FLOORING REVEAL i 1 -1 REVEAL FLASH PATCH AS REQUIRED. 3/4" METAL REVEAL ON STOREFRONT �� COLUMN- TO MATCH KMT -1 _./.......,-,TO GLAZING 3/4" METAL REVEAL MATCH KMT -1 KIDS FOOTLOCKER SECTION @ ENTRY SCALE: 3/4" = 11-0" 8 KIDS FOOTLOCKER @ SHOW WINDOW SCALE: 3/4" =,'-0" 1 SIGNBAND DETAIL SCALE: 3"=1'-0" 6,/ TRANSOM DETAIL SCALE: 3"=7'-0" DATE: 3-24-17 SCALE: AS NOTED 1/S" 1/S" 1 PLYWOOD i 35 GROSS AREA: 7,974 SQ. FT. ) A2.1 SALES AREA: 4,641 SQ. FTA. TYPICAL METAL STUD SOITIt BRAKE METAL FRAMING LEASE LINE PROJECT # FTA -008 / 111 2" BANNER TRACK INSTALLATION CL -1 9 12'-0" APF. \JIIIIIIMIMre NOTES / � GLAZING I/2" TEMPERED DRAWN BY: STAFF I ; 14" WIDE X 16 GA. METAL 111 111 SAFETY GLASS BEND EDGES BACK STRAPPING SECURED TO INSTALL BANNER TRACK GLAZING VINYL (GRAY) I INTO VERTICAL NOTCH IN PLYWOOD, RIMIIN MWM METAL STUD FRAMING SYSTEM WI ERE INDICATED ON ^ �.,.. ' • 11101011111 PLANS PER MANUFACTURES .•• NO CUT SEAMS 3� �r 7mC INSTRUCTIONS. �7 :. C'I•••• ut.• . .n_ir �, pi • • 6'-0°' '• - . • • . - - 6'_011 5/8" GYP. BD. Z f I/4" SETTING BLOCK "t.•'. [ REFER t0 PLANS FOR SIZE • �'• AND LOCATIONS. TRACK IS `n - ' •• -Li-L-1-------7-4. . . SECURE BANNER TRACK W/ I/S" t _ 1/2" GLAZING SUPPLIED IN av- 0" NGtHS 6" GLAZING BASE +- }' 11 11 DIA. X 2"L. FLAT HEAD TOGGLE _• 41-01' 11•E•Q. AND CUT IN FIELD AS • BOLT THROUGH •�--� -�.• PRE -DRILLED REQUIRED TO ACHIEVE ••- -' HOLES 6 2'-0" O.G. (TYP.) MIIL SPECIFIED LENGTH. PAINT Q EXTEND MALL C� ' ' � DETAIL SCALE: 6" = 1'-0° SECTION A ALUM. TRACK ANY CUT ENDS WHftE. tsf .1• : • ,� :. •�.' • . '•. • '• •SEAM 4 - BANNER FLOORING TO MEET SILL BASE .. • • S1 TING 4RDW2 RE - U1. '• '•1,_6:11-• • •`� 7T TYPICAL METAL STUD SOrITIT 3A 24S OC. MAXTALL AND WITHIN ••A2.1 Vit. . .� :EG2.' • j_. 1• �Q. FRAMING . OF ENDS. G.C. TO MATCH GREY ct)• '( ..' / \ SILICONE TO KMT -I • ' • FINISH 61 OOO '. :. OII 0 I G.G. t0 PROVIDE •. � APPROPRIATE BLOCKING ' • -• • 1111111 WHERE REQUIRED. 00j rpiti �po1 PROJECT TITLE SOUTHCENTER WESTFIEL 2800 SOUTHCENTER MAL TU KWI LA, WA 98188 SPACE #416 - SUITE 105" •• . MIME b ( III 01 LE RE L R NG 1 At SUSPENDED GRID CEILINGS SYSTEMS INSTALL 1 11 4_ OF RECESSED LIGHTS 4. OF ILLUMINATED STOREFRONT SIGN 4. OF RECESSED LIGHTS o \ ___ , . ":.. " MOUNTING HARDWARE EXISTING CONC. SLAB - CL -2 fit 101-0" AFF. I AND BANNER TRACK AND BANNER TRACK - " \=� `�=�� . . - INTO /� OPENING MOUNTED TO METAL SIGNBAND. DIRECTLY GRID SYSTEM / \ SFP-I SYSTEM CL g 10'-0" A.F.F. AND (SEE SHEET A2.0 FOR DETAILS) SYSTEM / 2" 2ii AND TIE WIRE TO MALL - ALUM. ANCHOR -2 LIGHTS - r STRUCTURE ABOVE. CHANNEL RAMSET TO FLOOR CL -2 g 11'-6" AFF. 10'-011 AFF." CL g 10'-0A.F.F.10'-0" A.P.F.i 2'-0" 1'-0" V.IF. __l @Pi.) -2 (REVIEWED t REVIEWED FOR SFP-I KMT -1 SFP_1 ® 1/8" ' VARIES - REFER TO PLAN CODE COMPLIANCE ACCESS PANEL '' APPROVED CL -2 51 II' -6" AFF5/8" 14" WIDE X 16 GA. METAL RECEIVED GYP. BD. STRAPPING SECURED TO JUN 20 2017 CITY OF TUKWILA CD SECTION B METAL ALUM. STUD FRAMING BANNER TRACK City of Tukwila BUILDING Dhnslc t� JUN 0 6 2011 �'� PERMIT 0 M Kji t:9 i.L I ho -1E7 L 4 ; ' REVEAL DETAIL SCALE: 6 = 1 -0 " - ' " (� BANNER TRACK DETAIL NEW DETAIL 2 ADDED NOT TO SCALE LAZ I N G BASE CENTER SCALE: 6" =11-0" oE. PC-� CL -3 g I1'-1"aFF ( ,:tea Vii, isi . • 11( i u 1 ' . _.„-y- , - j "u 9. 3/4" - - iii i / - .- �' - �- - - - % i j� i /',,-;;713/4" _ _ -_,,, I - ,- - - -i i� SHEET TITLE STOREFRONT PLANS V� DETAILS SHEET NO. A2 . 1 . ....----__„---- �.,;' % % ''� % /� i i�i i'� % - -- \ b- it ,/' ,-- i- 00 00 00 Oo Oo - Oor .1, / 00/ " 00; - ; ;,. tvo. A -- Q '- II I_ 11 1_ I_ ' EQ 31-011 31-011 31-011 /A 31-SG/11 3 sa Q Ea 2 Q 41-0" 4 m 11 11 2 saQQ 3 I_ 11 QQ A / // PC -3 12'-4" AFF. }— 10'-0" AFF. NTE-; • L PC -3 IT -4" AFF. PC -2 ILLUMINATED I SIGN ABOVE. %) CO WD CL 9 121-4" AFF. CL g 10'-0" AFF SEE DETAIL C.1J-� GL -6 g 12'-4" aFF. 7 -1 -6 (- t\P-1� -1 - 4/A2.0 `-' ENLARGED STOREFRONT REFLECTED CEILING PLAN SCALE: 1/2" = 11-0" FA GSP PROTOTYPE RELEASE 3.0 FOOT LOCKER INC. - - K-FRP +4S"AFF AT WALL BEI-11ND DRINKING I/ FOUNTAIN — STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 o � o A3.1 2 TYP ALL ARCHITECT: tt 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 4 WALLS A3.1 ' � NON -SALES TOILET ROOM W N/A W PT -2 ABOVE 48" U B N/A B WB- I H W F PL -5 P PL -4 Q 2J Z CT OPEN CT G.W.B. CF N/A CF PT -2C NOTE: NO WALL BASE FA-FRP TO 4'-0" AFF © FINISH PLAN SCALE: 1/4" = 1'-0" ENGINEER: FTA SALES AREA DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP W PT-1,PT-2,WC-I,WC-2 B WB-3,WB-5 F FL -1 CT OPEN WB -8 OD 6 CF PT -3 WC -3 43.1 DUCTS 4 PIPES TO BE N'PT-3 / \ — \ WB --I wc—D SEAL 6988 ' n REGISTERED ;. ARCHITECT PETERS. T ACRAE S TATE OF }Pv'ASHINGTORi AUL GRAPHIC 43.1 I®EEw N TYP. AND PTA FITTING ROOM rai CLOSER LINE GLAZING BASE I\ '-y W WC 2, WC -3 [UB -2 /„ WB -3 L1115-3 ;� B WB -S D-\ j 2 F FL WD -3 WB -8 CP -I — . ri GT GYP. BD. TYP ALL CF PT -4 A3.1 � 421000n: L — — — — — 4 WALLS _ CP -14 -D. -' 11..-z REVISIONS FTA PASSAGE ..._.6.3943•l 3 U H W W PT -1, WC -4 A3.1 NO. DESCRIPTION DATE Q B WB -£3 _ 1 OlI�IER/ LANDLORD/ i'ERh11T COMMENTS 4-25-1i 2 _Z J F FL -1 �. CT YP BD. A40 ® /40 EXISTING MALL TILE A OWNER COMMENTS 5-23-11 CF PT -3 CIO 4 / l ' WC -4 t0 4'-0" 11J15 -E3 A4.0 A4.0 40 A4.0 SP -IA Ar —1 — �� WB -4 PT --1 PT -1-, 3'', WB -3 WB -3 WB -3 a L —.- — — �I DATE: 3-24-17 w°-1 SCALE: AS NOTED 1 GROSS AREA: 7,974 SQ. FT. ) NON -SALES SALES AREA: 4641 SQ. FT. W N/A PROJECT # : FTA -008 B N/A F FL -5 I®WEEN CLOSER LINE AND DRAWN BY: STAFF CT OPEN GLAZING BASE CF N/A <W NOTE: NO WALL BASE \°� WB *Foot Locker -3 I 1 -='C C. ---3)A3.1 3 1 BACKWRAP GRAFI-IIC A3.1 -. a WB 7WC-2 TO 14'-0" --i \ U 3 5'-4 1/2" .--'><",- C B3 B3) 43.1 ✓ - A3.I wALLCOVERI WECT TITLE JTER WESTFIELC "HCENTER MALL _A, WA 98188 -16 - SUITE 1051 66 KFL STORE L-1 G-2 CD41104DCO SFWB- SEE INTERIOR ELEVATIONS CIO _ P3 O O !: I. 0 SFWB- IN BETWEEN ,�, .1 FLY ZONE PASSAGE - SFP-4 CLOSER LINE AND W C-2, P3, L-1MP- I GLAZING BASE MIRROR (2 SIDES)SFWB- SFP-4 B 133 DETAIL 6/A1.5 cDSEE F FL -I FOR ADDITIONAL SFWB- CT G.W.B. FINISH INFORMATION P2 CF P1 NOTE: SEE INT. ELEVATIONS B2 B2 FACE OF STOREFRONT SOFFIT TO SFP-I. BE PAINTED C -I P5 �� FLOORINGMALL GLASS ®BELOW 12'-0" A. LEVEL 5 WALL FINISH BEI -BIND (C -I) SEE INT. ELEVS. 44.1- MA ©SGA DPG -1 CO DOOR CLOSURE LINE FLY ZONE FITTING ROOM Blp 44.1 A4.1 rN FA (�--� O J f"' •Z #t I. D O 0_ 0 c a) 4: 0 W G-1, P5 ABOVE 'I— r "` �� C P4)4BOVE 121-0" A.F.F. P4 S B B2 121-0" AFF. �► VI,. IO ; _ F FL -1 � 44.1 A3.1 11 d• t415111 U� I I �,I ®® N 0 LLI I- U) CT G.W.B. 1 44.1 -a 43.1 CF P1 a SEE INT. ELEVATIONS 44.1 44.1 - ,, REVIEWED FOR CO®E COMPLIANCEAPPROVED LEVEL 5 WALL FINISH 430 BEHIND (C-1) 44.1 � JUN 2 0 2017 a €Fwc) IN BETWEEN CLOSER LINE AND City of Tukwila [6, IJ Q SEE INTERIOR ELEVATIONS€wB) GLAZING BASE BUILDING DIVISION! SFP-4 SFWB Bl ®® P4 SHEET TITLE FINISH PLAN SHEET NO. A3 . 0 1 KMT -1 A A3.1 43.1 11111 i _ 1 — --Qi i RECEIVED 5'-4 1/2" CITY OF TUKWILA FLY ZONE SALES AREA KFL SALES AREA ,� WALLCOVERING W L-1, L-3, P4 W SFP-I,SFP-4,SFWC-3 JUN O 6 2017 B 5-1 B SFWB-1 F PL -1 F DPC-1 Ix PERMIT CENTER CT OPEN CT A.C.T. CF P4 CF PREPINISHED SEE NT. ELEVATIONS/ b II 00 3 1 FINISH PLAN SCALE 1/4" = 1'-0" FA GSP PROTOTYPE RELEASE 3.0 NOTE: G.C. TO CREATE SMOOTH, FLUSI-I TRANSITION BETWEEN TENANT AND MALL. ADA STANDARDS REQ. f tlIN.5LoFs 1:12 SLOPE TO ELIMINATE TRIPPING HAZARD CENTERLINE OF GLASS DOORS G.C. TO PROVIDE METAL SCHLUTER-SCHIENE TRANSITION STRIP FOR CLEAN TRANSITION EX'G MALL FLOORING G.C. TO PROVIDE METAL SCHLUTER-SCHIENE TRANSITION STRIP EXISTING CONCRETE SLAB THIN SET MORTAR DYED POLISHED n n n } CONCRETE TILE TO DPC G.G. TO GRIND EX'G CONCRETE SLAB TOPPING AS REQUIRED TO PROVIDE A SMOOTH TRANSITION BETWEEN FLOOR FINISHES WALL FINISH 3/4 X 6 PAINTED WOOD BASE NEW DETAIL 2 ADDED SCALE: N.T.S. 5/S" G.W.B. OVER METAL STUDS WALL FINISH G.G. TO GLUE VINYL BASE TO PTD. GLUE,. NOTE: G.C. TO CREATE SMOOTH, FLUSH TRANSITION BETWEEN TENANT AND MALL DYED POLISHED CONCRETE CONCRETE SLAB TENANT TILE 1:24 MAX SLOPE G.C. TO GRIND EXISTING SLAB EXISTING MALL FLOORING. DPC TO MALL TILE 5/8" G.W.B. OVER METAL STUDS WALL FINISH 1 X 4 WOOD BASE SCALE: N.T.S. LINE OF NON -SALES WALL BEYOND VINYL TILE i/i‹,:/ii7i�i/'7 7/ 4..:. C n e. 4 4 /.. TRANSITION STRIP ARMSTRONG VTS. COLOR TO MATCH CONCRETE DYED POLISHED CONCRETE 4 : o o' 4 G C C 4 n 4:. V.G.T. DYED POLISHED CONCRETE DPC TO VCT FOOTACTION PORCELAIN TILE 4.e: 4 GRIND SLAB TO HAVE LEVEL FLOORS WITH NEW PORCELAIN TILE DYED POLISHED CONCRETE C. 4 PORCELAIN TILE DYED POLISHED CONCRETE DPC TO PORCELIAN TILE F.A. II II I 0-9111"k 1/S" X 6" WOOD / BASE G PERFORATED METAL PANEL (MP -1) 1/4" G.W.B. PAINTED (P2) 1/2" F.R.T. PLYWOOD 1"x1/S"xl/S" METAL ANGLE BOTTOM TRIM TO MATCH P/C CNC GRAY. ALIGN SCALE: N.T.S. SCALE: N.T.S. NEW DETAIL ADDED 1/4" MIRROR 1/2" G.W.B. 1"x1/8"x1/5" METAL ANGLE BOTTOM TRIM TO MATCH P/C CNC GRAY. ALIGN /S" X 6" WOOD BASE NEW DETAIL 2 ADDED SCALE: N.T.S. BASE DETAIL SCALE: N.T.S. BASE DETAIL SCALE: N.T.S. CALLOUT PAINT MANUFACTURER DESCRIPTION COMMENTS FURNISHED BY INSTALLED B SI-1ERWIN WILLIAMS 4SW1063 COLOR NEBULOUS WHITE G.W.B. CEILING TENANT G.C. TENANT G.C. SI-IERWIN WILLIAMS 0.118139 COLOR CNC GRAY EGGSHELL TENANT G.G. TENANT G.C. SHERWIN WILLIAMS "S11.2849 COLOR U. ESTCHES I EIS VESTIBULE TENANT G.C. TENANT G.C. (F4) SHERWIN WILLIAMS '911%299I COLOR BLACK MAGIC CEILINGS, SALES WALLS, COLUMNS TENANT G.C. TENANT G.C. SHERWIN WILLIAMS "5U0064 COLOR PASSIVE FITTING ROOM TENANT G.C. TENANT G.C. METAL PANEL CMP-� McNICHOLS QUALITY PERFORATED METAL 811-844-4653 wwwmcnfchols.com MICRO PERFORATED METAL -ITEM NUMBER 1618311648 (OFFSET PATTERN) -PRODUCT LINE: PERFORATED -PRODUCT TYPE: ROUND HOLES -MAJOR MATERIAL: PLAIN STEEL -MINOR MATERIAL: COLD ROLLED -HOLE SIZE: 0.1250" -HOLE CENTERS: 0.1515" -HOLE PATTERN: STAGGERED - PERCENT OPEN ARE: 40% -OVERALL THICKNESS: 0.0598" - 1=INISH: ALPHA COATINGS 4110-121 CNC GRAY SALES ASA COLUMN TENANT G.C. TENANT G.G. WALL COVERINGS NIKE PI4OTOTEX SURFACE SAI FS AREA SEE INT. Fl FVATICNS NIKE VENDOR TENANT G.G. KYDEX WALL COVERING. COLOR: CHARCOAL VESTIEULE UP TO 48" A.F.F. NIKE VENDOR TENANT G.C. WOOD FINISHES PLYWOOD PANEL, CLEAR FINISH SALES AREA, PORTAL NIKE VENDOR TENANT G.C. SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 20 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ju1'i 06 ail PERMIT CENTER CALE .T.S. PLYWOOD PANEL, PAINT FINISH (P1) PORTAL NIKE VENDOR TENANT G.G. PLYWOOD PANEL, PAINT FINISH (P2) SALES AREA NIKE VENDOR TENANT G.C. CALLOUT PAINT/METAL MANUFACTURER DESCRIPTION COMMENTS FURNISHED 5Y INSTALLED 51' BASE 3/4" x 6" POPLAR WOOD PAINTED (P2) SALES AREA TENANT G.G. TENANT G.G. Pt -I SHERWIN WILLIAMS SW1019 GAUNTLET GRAY - EGGSHELL FINISH INTERIOR WALL PAINT PRO MAR 200 ZERO VOC SALES FLOOR COLUMN/FOYER TENANT G.G. TENANT G.C. 52 3/4" x 6" POPLAR WOOD PAINTED (P5) FITTING ROG" 1 TENANT G.C. TENANT G.G. SHERWIN WILLIAMS SW1011 DORIAN GRAY - EGGSHELL FINISH INTERIOR WALL PAINT PRO MAR 200 ZERO VOC SALES WALL TENANT G.C. TENANT G.C. 153 3/4" x 6" POPLAR WOOD PAINTED (P3) FITTING lM VESTIBULE TENANT G.G. TENANT G.G. FT -3 SI-ERWIN WILLIAMS SW1019 GAUNTLET GRAY - FLAT FINISH INTERIOR WALL PAINT PRO MAR 200 ZERO VOC SALES AREA CEILING TENANT G.C. TENANT G.C. C- '/ 1/5" x 6" POPLAR WOOD PAINTED (P2) SALES AREA COLUMN TENANT G.G. TENANT G.G. SHERWIN WILLIAMS SW6901 DAFFODIL - SEMI GLOSS FINISH INTERIOR WALL PAINT FITTING ROOM CEILING TENANT G.C. TENANT G.G. FLOORING TBD TILE - LANGUNA - PEWTER TRAILS FLEKK 30" x 30" X 5/S" 1/16" GROUT COLOR TBD TENANT TENANT SHERWIN WILLIAMS SW625S - TRICON BLACK INTERIOR WALL PAINT SALES AREA WALL BASE TENANT G.G. TENANT G.G. TENANT TO INSTALL MALL TILE AT ALL STOREFRONT AREAS BEHIND LEASE LINE AND AT ENTRY LOCATIONS, TO DOOR CLOSURE LINE. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. NO VINYL COVE FLOOR BASE PERMITTED IN SALES OR OTHER AREAS ACCESSIBLE BY THE PUBLIC. 4. ALL FINISHES USED SHALL BE PER THOSE SUBMITTED AND APPROVED BY THE LANDLORD. NO SUBSTITUTIONS WILL SE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM THE LANDLORD. TBD TILE - LAGUNA - EBONY SOLANA. 30" x 30" X 5/8" MEDIUM GREY (BLACK) TENANT TENANT TIGER DRYLAC 39/80020 BLACK/MATTE POWDERCOAT BLACK METAL STOREFRONT PORTAL BASE TENANT G.C., TO PROVIDE SAMPLES TENANT G.C. TENANT VENDOR CUSTOM STAINED POLISH CONCRETE FLOORING "MIDNIGHT GRAY" SALES AREA FLOOR TENANT VENDOR FLY ZONE FINISH SCHEDULE V TENANT VENDO N E A4.1) TIGER DRYLAC 49/20041 STEEL RACK YELLOW POWDERCOAT YELLOW METAL ACCENT STOREFRONT SIGN BAND TENANT G.C., TO PROVIDE SAMPLES TENANT G.C. FOR SALES AREA FINISHES TIGER DRYLAC 49/99999 BENGAL SILVER POWDERCOAT SILVER METAL ACCENT STOREFRONT BASE INTERIOR 4 EXTERIOR SIDE TENANT G.C., TO PROVIDE SAMPLES TENANT G.C. COUNTERTOP SURFACE / WOOD FOR FIXTURES AND CASEWORK GALLOPTI MAN A UR S -IP O I COMMENTS I FURNISHED BY I INSTALLED BSI' PAINT TENANT VENDOR WOOD FOR FIXTURES AND CASEWORK FURNITURE GRADE PLYWOOD WITH BIRCH FINISH STOREFRONT DISPLAY WINDOW TENANT VENDOR TENANT G.C. SHERWIN WILLIAMS 4451.1.11042 COLOR SHOJI WHITE CEILINGS, SOFFITS AND OPEN CEILINGS TENANT G.C. TENANT G.C. WALL FINISH / WALL BASE SHERWIN WILLIAMS SHERWIN WILLIAMS 41SWJ1045 COLOR INTELLECTUAL GRAY 446.16990 COLOR CAVIAR SALES AREA WALLS VESTIBULE TRIM TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. TENANT VENDOR CUSTOM BLACK STAINED 1/2" BIRCH FURNITURE GRADE PLYWOOD STOREFRONT DISPLAY WINDOW TENANT VENDOR TENANT G.C. WB -1 JOHNSONITE C0I, COLOR: BLACK VINYL WALL BASE - 4" HIGH STOCK ROOM TENANT G.G. TENANT G.G. SI-ERWIN WILLIAMS 4/S1-6965 COLOR HYPER BLUE FITTING ROOM WALL TENANT G.G. TENANT G.C. GENERAL NOTES Ix6 WOODEN WALL BASE - PAINTED PT -2 SALES AREA STOREFRONT TENANT G.G. TENANT G.G. WB -3 Ix4 WOODEN WALL BASE - PAINTED PT -2 SALES FLOOR WALL BASE TENANT G.G. TENANT G.C. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. ALL DOORS AND FRAMES SHALL BE PAINTED TO MATCH COLOR OF ADJACENT WALL TO ROOM UNLESS OTHERWISE NOTED, DOOR FROM SALES TO NON -SALES PAINT TO MATCH SALES AREA WALL FINISH. ALL FINISHES TO SE APPROVED BY OWNER PRIOR TO INSTALLATION. 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4" AND MUST BE ROLL-OUT TYPE (NOBLESEAL OR EQUAL). 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. 1. PAINT TRIM BY G.G. S. NOT USED. 9. REAR SERVICE DOOR -FINISH PER LANDLORDS STANDARDS INCLUDING REQ'D SIGNAGE 10. G.C. TO PRIME WALLS TO ACCEPT WALLCOVERING PRIOR TO INSTALL. ROOM NAME W WALL FINISH B WALL BASE F FLOOR FINISH CT CEILING TYPE CF CEILING FINISH MSC NOTES STOREFRONT 6" BLACK METAL BASE STOREFRONT PORTAL TENANT G.G. TENANT G.G. 1/2" TEMPERED GLASS BUTT -JOINED WITH 1/5" GAPS w/ LOGO APPLIED TENANT G.C. TENANT G.C. 1/2" FROSTED GLASS BUTT -JOINED WITH I/8" GAPS TENANT G.C. TENANT G.G. WB -5 NOT USED NOT USED NOT USED NOT USED NOT USED METAL FRONTS, INC. 16 GA. STAINLESS STEEL BRAKE METAL "4 BRUSH METAL FINISH SAMPLE APPROVAL BY FL STORE PLANNING PRIOR TO FABRICATION REFER TO NOTES SHEET A2.0 CONTACT GEORGE MISENHELDER 121-556-2122 TENANT G.C. TENANT G.C. Ix6 WOOD WALL BASE - TO MATCH PT -5 6" HIGH METAL BASE W/ PC -3 SILVER POWDERCOAT FINISH COLUMN BASE STOREFRONT SHOW WINDOW TENANT G.C. TENANT G.G. TENANT G.C. TENANT G.C. 1x4 WOODEN WALL BASE - PAINTED PT -5 FITTING ROOM, VESITBULE, FOOTWEAR TENANT G.C. TENANT G.C. WALL FINISH MARL ITE TOTAL PLASTICS MDC WALL LIGHT GRAY - FIBERGLASS REINFORCED PANEL (FRP-P151) NELPLAS "FOOTAGTIGN BLACK" 48" 14 X .040 CONTACT: JIM JACK:04 (800) 352-4635 BLUE BUBBLE CLASS A RATED EGfRSS/PASSArnF CORRIDOR BAC:KURAF' WALL AND SI—ICW WINDCI.0 TENANT G.C. TENANT G.C. TENANT TENANT G.C. TENANT G.C. TENANT G.G. KOROSEAL VISUAL MAGNETIC TRI-KES PRODUCT 4'32189. CRUSH COLOR ZINC. CONTACT: HILDA CONCEPCION (919)2003494 VISUAL MAGNETIC SYSTEMS - http://www.vfsualmagnet1cs.com/ GRAPHIC BY VENDOR SEE GI.1 FOR ADDITIONAL INFORMATION RHYTHM OF THE STRIPE PRODUCT 2VRS-05M YELLOW SHOE WALL CASHWRAP/DENIM WALL/FITTING ROOM FITTING ROOM TENANT SES BY 113J4Nf GG TEN - GC 4 113•14NT VEIOCR TENANT ACCEEeCR ES BY 1130Nt GG TENANT G.C. TENANT G.C. TENANT G.C. FLOORING TOTAL PLASTICS NELPAS "FOOT ACTION BLACK " 48"(H)c.040 CONTACT: JIM JACKSON (800)382.4635 FOYER, REAR CORRIDOR FOR PUBLIC ACCESS TENANT G.G. TENANT G.C. QUESTMARK ARMSTRONG DYED POLISHED CONCRETE — MEDIUM GREY (BLACK) CONTACT: RONALD PRITT (454) 488-3040 VINYL COMPOSITION TILE- IMPERIAL TEXTURE STD. EXCELON "51915 COLOR: CHARCOAL 12"X12"X1/S" MEDIUM GREY (BLACK) NON -SALES ONLY TENANT TENANT G.C. TENANT TENANT G.C. AZROCK V.C.T. VS -249 DAISY SOLIDS (YELLOW) DEMARKATING EMERGENCY EGRESS IN STOCK ROOM JOHNSONITE 4" VINYL WALL BASE 1/5"TH. "40 BLACK 4" 14 X 3/4" TI -K POPLAR WOOD BASE PAIN I Ell :I t -4 4" 14 X 3/4" TI -K POPLAR 1UOOD BASE PAIN I EL) crr-1 4" 14 X 3/4" TI -K POPLAR WOOD BASE PAINTED —r -r-6 PER LANDLORD CRITERIA MATCH MALL FLOORING IN COLOR, TEXTURE AND PATTERN. SALES AREA WALLS PITTING ROOM BASE VESTIEULE 4 PASSAGE AREAS COORDINATE WI MALL REP. FOR AVAILABILITY INSTALL TO CLOSURE LINE TENANT G.G. TENANT G.C. TENANT G.0 TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. FLOORING MARLITE TENANT VENDOR STORE FLOORS STORE FLOORS ARMSTRONG ARMSTRONG LIGHT GRAY - FIBERGLASS REINFORCED PANEL (FRP-P151) CLASS "A" RATED CUSTOM STAINED POLISH CONCRETE FLOORING "MIDNIGHT GRAY" PORCELAIN TILE. IRI -12424012 A65OLUTE BLACK I-ONED 24'x14" MAPEI GROUT -10 BLACK SEE DTL: 6/A3.0. CONTACT: KIMBERLY PENDEGRAPH (618) 6313.1613 PORCELAIN TILE. IR -12424012 435OLUTE BLACK HONED I2"x24" MAPEI GROUT -10 BLACK SEE PTL: 6/A3.0. CONTACT: KIMBERLY PENDEGRAPH (618) 635.1619 VINYL COMPOSITE TILE. AMALFI - STONE OR (APPROVED EQUAL) G2050 ROLL WITH 12 FT. VINYL COMPOSITE TILE. IMPERIAL TEXTURE STANDARD EXCELON. 51915 CHARCOAL 12"x12"4" RESTROOM SALES AREA b= PORTAL ENTRY FITTING ROOM STObKIROOM ITEN T G.C. 17, . VENDOR TENANT VENDOR (TILES ONLY) TENANT VENDOR (TILES ONLY) TENANT GC. TENANT G.C. TENANT VENDOR TENANT G.G. TENANT G.C. TENANT GC. NT G.C. EXISTING TO REMAIN TE T G.C. ECO'f COMMERCIAL FINISH NOTES FINISH KEY KIOS FOOTLOCKER FINISH SCHEDULE SEE ELEVAT ONS (SHEET A4.1) FOR SALES AREA FINISI-1ES RUBBER MATT - ECO SURPACES COMMERCIAL FLOORING - ECO NIGHTS - A" THICK OR TBD BY VENDOR FOOT ACTION FINISH SCHEDULE 626 TOTAL ECLIPSE TENANT G.C. TENANT GC. SEE ELEVAT ONS (SHEET A4.0) FOR SALES AREA FINISHES FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 \ REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE SCALE: OU.NER/ LANDLORD/ PERMIT COMMENTS 4-25-11 OLLNER COMMENTS 5-23-11 SALES AREA: 4 641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0 0 (.0 fr co tcrwD cc 0 cc 0 SHEET TITLE FINISH SCHEDULES SHEET NO. A3.1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7 974 SQ. FT. SALES AREA: 4 641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0 0 (.0 fr co tcrwD cc 0 cc 0 SHEET TITLE FINISH SCHEDULES SHEET NO. A3.1 FA GSP PROTOTYPE RELEASE 3.0 2 FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 2 © 18'-5" AFF. I5'-5" AFF. 181_5" AFF. BTM. OF DECK LEVEL 4 FINISH TO BE PAINTED E) BTM. OE DECK BTM. OF DECK FROM 12'-0" TO DECK ABOVE L-, FZ PORT ABOVE 12'-0" A.E.E. CP4 (1_-) -... a I4EADERAL BY FZ PORTAL PILASTER BY NIKE VENDOR 4 L -I LYWOOD WOOD PBY P4 ABOVE 121-0" A.F.F. ARCHITECT: "4 <<. : ;,.:::< C.*t0 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 NIKE VENDORL-i 12 -0 AFF. A52 ACCESS ANEL P FOR SIGN F PORTAL PZ L P R A5.2 Y SIGNAGE BNIKE VENDOR NIKE VENO DR 12 -0 AFF. 12'-0" A.E.E. A2 V V 1 I.;5 IAD 1 Y OE O T L P P R — - - \ V1,NI I AST Y P L ER B I t0 OE WOO AN S P D EL P t A IN O OE W CO Cs P LL VER ..... ..... : V N O CI) lir ` BTM. OE PORTAL V ' ��- 9 -0 AEE. vo: :: o00 ( 1_ �� 9 0 A.E.E. LEVEL 4 FlNlsl� UNDER WALL COVERING •9'-0" AFF. - \ /' rI FINISH TRANSITION \ / ;� : .:e.e. .V :� _ e E '� . e , s� :; " is-�,_ ::�"V :� ,: ---� . FINISH TRANSITION BELOW 12'-0" A.F.F. FI \ \ / V'° V V!� FINISH TRANSITION �� e , ' ,,, = ,- - -, v -N� \ i " L /�/ ��\ CL -2) / CL_3 (L-2) OPEN TO FLY ZONE FZ PORTAL LIGI-4TBOX X WOOD PLYWOOD BY NIKE VENDOR ; \ / FZ PORTAL BY BEYOND PILASTER BY GRAPI-11C / \ O O ( C. 1 a' OPEN TO PILASTER NIKE VENDOR 1 , (�� / / - - \ / ' \ / / i A52 \ \ NIKE VENDOR i \ \ 1 , I/A111 A I1A,11/A111 1111 / 1 1 Illi ^ , 111 I/A111 IIIA , �A11 1 1111 1 1 �� 1 i I- i VESTIBULE / \ / ENGINEER: DAVID W. MULLEN P.E. EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 I / \ _ ! I\ LJ �! \- Bi625 CI51) PLUGMOULD ABOVE WALL FIXTURES AND PLUGMOULD ABOVE WALL FIXTURES AND WALL BASE PANELS BY VENDOR NIKE WALL BASE PANELS VENDOR BY NIKE ENGINEERINGGROUP SEAL 6j INTERIOR ELEVATION SCALE: 1/4" =1'-0" c i INTERIOR ELEVATION SCALE: 1/4" =1'—o" �8 a INTERIOR ELEVATION SCALE: 1/4" = 11-0" l'•.•s.,.) REGISTERED ARCHITECT \ThPETER S. MACRAE STATE OF WASH y'aT01�f 1pfit 18'-5" AFF. BTM. OF DECK ABOVE _ 12'-0" A.F.F. REVISIONS NO. DESCRIPTION DATE (P4) / ' \ OZER/ LANDLORD/ PERMIT COMMENTS 4-25-11 111 A • c." -T-- \ Q MINER COMMENTS 5-23-11 6 Fz PORTAL WOOD PLYWOOD BY 4 SEE ADDITIONAL DETAIL 5/A4.0 FOR INFORMATION 121_0" AFF 452 FLY LOGO ZONE HEADER BY NIKE VENDOR NIKE VENDOR 121_0" AFF 452 SIGNAGE BY VENDOR NIKE 111-5 1/4" AFF. •- 1 iiiimit 11��11 BTM. OF ACT :::_::::::::::::::_::::....................-........................................... —� r..r - -- - ......._.._...._.............._........_....:;::_.::!:::._- ::::::::_::__:- ::::::::::::::::: ; .w ,: TOP OF WOOD PANELS I11��11VI1��111��11111m ermare ........ ................._...................................._............__............... T =.... , ..00.o ...._..... . FIN. CEILING P �_ �� 10 0 AFF. � ::. : ►. � Cee ;f , .......... ....................... 1 O BTM. OE PORTAL ....._.._...._...._.._....__.._.._...._...._.._...._ .............._. 9' - 0" AFF. J � - r -� �� G JI) SFP _ 1 E QUAL lm' -0" EQUAL li L.. 41 � i am `� • .... I- `�� "" o le EEE 1 — FINISH TRANSITION o e,e..o _oe , o 0 0.0 0...e e e ...:oll#i: . , . �� „..ee e e oe.e _e `�` ....... \ / �............'.. 1'-3 178 +/- 7',3-i'/S" +/- 5/8' PERFORATED 11611 1�� 1 ..•.� :.' V � E.WC-)/ / \ / ' MAPLE APPLE PLY, ! LINE — / 8Y NIKE VENDOR4111, \ / DATE: —24 17 LEASE :..:::::::::: •:•:: I O3 TYP. 0 OPEN TO FLY ..._.... WOOD PLYWOOD BY NIKE VENDOR � � AX L IGI-�TBOX SCALE: AS NOTED :::: �� _.._. ZONE BEYOND , , 1/2" TEMPERED E PERED / < / \ 5 ..-...- / \ GRAFI-11C 1 \ GLASS — / \ A52 / GROSS AREA: 7,974 SQ. FT. O —/ _ / , v :::�::::_::�: .... _. 4 .2 TYP. � �, \ A\ SALESAREA: 1 4 64 S FT. PROJECT # : FTA -008 ....................::..- _ , j IOIA _ .1 1I�A .Ill, T pJ KMT—I ODSFWB- PLUGMOULD ABOVE WALL BASE WALL FIXTURES AND BI PANELS BY NIKE VENDOR DRAWN BY: STAFF INTERIOR ELEVATION SCALE: 1/4" =11-0"' 4 INTERIOR ELEVATION SCALE: 1/4" = 1'-O" INTERIOR ELEVATION SCALE: 1/4" = 11-0" I0'-8 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2017 City of Tukwila BUILDING DIVISION — D PROJECT TITLE 'HCENTER WESTFIEL SOUTHCENTER MAI JKWILA, WA 98188 3E #416 -SUITE 105 7266 KFL STO SFWC-3 BUBBLE Oj CONTINUOUS LEDGER BOARD FOR PERIMETER WALL WALLCOVERING . A SYSTEM. REFER TO FIXTURE DETAILS STRETCH FRAME GRAFI-11C SEE DETAIL 5/A4.m FOR 121-0" 2-0 ADDITIONAL INFORMATION ACTCD / 12'-0" AFF O CASED OPENING REFER TO CONSTRUCTION DETAILS 11'-5 1/4" AFF. `r ACT .................... ----.----....... U0 ... p Q LO 00 VJ (On �CSFP-�- SFP� FIN. CEILING' 11'-6" AFF. O PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS ... - - B.o. SOFFIT 1_ O4 • 0••••••••••••••••••••••••• 10 -0 AFF. .....................................V O RE s IMA VINYLCTO DETAILS GG A 1 -II F SIGNAGE ERE EGE DE L R P REFER 13.0. SOFFIT 1 14110 o W UJC- _:r - KMT -1 O5 BRAKE METAL ENCLOSURE REFER TO STOREFRONT DETAILS 0 ``- I 1.=3:11 cc CO Q © O3 LEASE LINE TYP.• • GO 1 i ELEVATION KEY NOTES . (tYP• 1 1 0 1/2" TEMPERED GLASS .:.a. 0 --• SFP- ................ 0 o < > I I:� RECEIVED CITY' FTUKNiLA : .ta a . > GRUB- sFwB- �KMT� 6" GLAZING BASF 1 JUN 0 62017 SHEET TITLE KIDS FOOT LOCKER & FLIGHT ZONE INTERIOR ELEVATIONS SHEET NO. A4 a 1 tet_, REvisia - PERMIT CENTER •h_ • _. , • • • NELPLAS CORNER PARTITION WALL MOLDING X8-15 COLOR: CANYON BLUE r0' INTERIOR ELEVATION SCALE: 1/4" _ 1'-011 2 INTERIOR ELEVATION SCALE: 1/4" = 11-0" al CORNER GUARD DETAIL SCALE: 1" = 11-0" FA GSP PROTOTYPE RELEASE 3.0 FOOT LOCKER INC. 3 EGRESS PATH THROUGH NON -SALES DEFINED BY 12'-0" HIGH MASONITE ON DRAWING TUBE. SEE THE BACK SIDE OF DETAIL 5/45.4 SHELVING UNITS — STORE PLANNING DEPT. 4SE NEW330WEST YORK3, TH NY 10001TRET — �I,l i I , i �/ o I 1-- CROSS CHANNEL CROSS CHANNEL �\ ° ° / ARCHITECT: \ 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 `� 's . ' FIRE EXTINGU SHER \ r aNA NI; 6, \ % li; N. Nrk\ E / 11\ s UTILIT �� I` 3' 4" 4X10 4X10 OMNI 4X121 -11R 4X121 -IR 4X121 -IR ,, f IIN ri 0 Qz 2J ENGINEER: DAVID W. MULLEN P.E. � 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 FIXTURE PLAN SCALE: 1/4" = 1'-0" EGRESS NON 121-0" THE SHELVING PATI -4 TI-IROUGH -SALES DEFINED BY HH IGMASONITE ON BACK SIDE OF UNITS/ / 6 13/16 39'-10 1/2" 4" � �RROR \ 4" 14' -Io" 4" 3'-6" ENGINEERINGGROUP FOOTWEAR STYLE STORY 11/ SEAL I F -� I, .. _, _. _ �_, .: _, ; . , _. _. _, _r _. __. r _ _, . __ ._ _, _. _ _ r rJ __ r_; - - �_r_�_; _ _ �_r_ Qr_ _� m Frr _�_ rr / USC �®�'� USG USG USG'VIII USGi1�� US '1 .JSC HANC2 �'�COD �� A LSC LSCS L5C \ LSC LSG LSC LSC LSG ! �� AA FA -FRMS I II WHC-45 WHC-48 \LSCS WI -IC WI -4C-40 W1 -1C-4,5 WI -IC -48 WHG-48 WHC-48 WI -1C-48 WHC-48 WHG-36 WHG-48 WIC -48 WHC-48 6986 \ ARCHITECT S. MACRAE STATEPETER WASHINGTON frill!". El II i 4 I ii 4'X12' 4'X12' 4'X12' 3'X12'i, _v- 1 — FA-1=RMM � / a N 4 -4 1/S _ III��m11,11 071 X \4 X \ Lgi.t % V5i . 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DESCRIPTION I PTCI OoNrIMENTs DATE - - 0 ' II . \ II H II H II H H d II I I = N I N I N I ir, �t .'_ 5 m I I RQLL INC E,R �� H I ROLL INGEI� I ioLL1NCxR I I La� -_ X I X 1 XII I U /i OII�NER COMMENTS 5-23-11 N • N N _ N II II a II II d I II II II II q II IL II II II a II Q XI X1 _ _ II II II 11 11 11 II II 11 it 11 a NI NI A CI ,I II I O z • �t2 �tI - '�t XI XI XI I I 1 I it 1 11 ii ii 11 .I 1 II 11 tL DI _ D 0 (;� N II .I 3'-0" �, I 3 1 1 3 2 ' il � � 4'-1 3/8" - _ /NI _ 3 m _ 3 -m XI -m XI 3 -m x1 _ 5'_mii II O SNI / / NI / I i SHOE -T II II !I 11 II p 1I 11 11 Z XI XI XI '1-I "ct-'= 11 11 11 11 II I !I 11 II !II II P II_ 11 0 • v N X I N XX I N I 'X2' _ I 11 = N 2WAY J J LP JGEN5(PV-13 J up CE1 50Vf3 J LF gEN0NN13 j J J u.> z W I a a NI �, e NI _ =o= 4- .k1 -:-I _�- ,-1 _XI _X, II ^ II© u = NI ©II - NI X ©�1-N- — -d- I I C © rzl 1 .N o Co MHANC24 d' t() MHANC24 ;4 -Li MHANC24 dJJjlI �t zX -1 _ DATE: 3-24-17 XI X1 NI I X1 NI I NI N4IlI ° u' I O .4 SCALE: AS NOTED • 1- -- X1 1 I _ X Ci N N 5'-m" I _ I• _ I i'l GENIOV-I3 I II NI NI - NI XI XI XI �tCP / SHOE -T GP CP k6)° X I X I X I NI- b- = e GROSS AREA: 7,974 SQ. FT. XI X1 X1 NI NI NI N V 3 = V 71- � e El SALES AREA: 4,641 SQ. FT. _ - 'Cl- 'Cl- 'CrI XI XI XI �, PROJECT #: FTA -008 N N I N I N I NI X 1 N1 X 1 N1 X I x y- - j 0 CO \ m c e 1 m ‘4 4'-0" �s NI1�V5-f 11 XI X1 X1 �-- u O ' , DRAWN BY: STAFF • r II X N N �" I n 9 c_ CASHWRAP / BACKWRAP I I I _ m I i .1► = 74 :1 -41 :1 _ _ � X � I� i (663 �� I X � X 4,-5„ (Pi `�' (_Ni 1 Foot Locker I I I o 0 04WAY I NZ0VS-1 6� cv I 1 X X % S1 XI 1 X X I <t 1 �t -41 U CW -B °— GW II _ 1 _ 1 m 4) X NI NI NI I - IU D II O N I I I y II X X FIRE EXTINGUISHER j X -' I' - I N I N N - — 111 - �1 - I - I X X 5�, 511 LL N XI N XI N XI b- I 1U 741 2X1 4'X 12 �1 1m 1 " 2WAY 16'-m" (" 12'-m" 5" - 11'-1m 1/2" 2 -m 11'-11 5/8" ' _ - ' X - I I I I" I" I 1- 1 I+H I I I o = ACCESSORY/HATS BACKWRAP STYLE STORY MIR T-SHIRT WALL V51 NLI X X WHC-TA WI -IC- TA WI -TA illi WNC-4S WI -4S WI-IC-48_ _��_: 1 , \ 1_1—II—I_llll11M=1_I____ 0 '¢ AWP AWP AWP AWP BW-IRBW-R BW -L MNANC2 STB -TB STB -TA STB -TB - I as .- i I I l I I I � mom rfrorig .+1 P I I P KFL =W-SCs III >JECT TITLE JTER WESTFIEL 'HCENTER MAL _A, WA 98188 •16 -SUITE 105' 66 KFL STOF o Q P P-1 -I , INF INF HATS '` AGS Nt NI N1 NI /BOX KFL-CW-99 X X X I JI— J /DRIB/ / / U I \ 1 I I — -- — O N 1 X 1 N 1 X 1 N I X I �' 1 (' I F' I _ - L I S HTBOX � I / 1'-1m 1/2" 11'-m" 11'-Im 1/2" ;1- I—AC N• N N X I X I X I MIRROR ,I" < C4) PANELS / / C6) PANELS / -1' - - 1 1 I �, I �, 151/2 hMP/P-Ir , N X X X11 J 0 I I � � _� X b-1 b- �-1 .-K -K -r( � V r 1 -0 cel ` I N I I 45.4 . - - g e e N a e N e r MIRROR 2 1 ;sr � I I_ X1 r_ x1 r_ k•`' _ _ _ X I N I N 1 N 1 NI NI - BENCH E 0 0- -I I o FL-CWSI--1-95 0 \/ W � XI �© XI Y© XI Y© [© [© N1 © Q Ilh ,1 o SMITI-11 o - - _ N N - N X 1 - X 1 - X 1 - to IQ"OF�� I -d is � �` I I I r -- — ,-lu BENGH E t �U( e II ` "' X X X 1 3 3�- �uv I 3'-m" I 3'-m" I 3'-0" 3'-0" 3'-0" 3'-0' - , / •Q'c) �w�� \ \,�� <t 'st 'ct-' I i \ - - I Q of — X - NI - NI - NI - - - 3, -In SHORT �� 9� #6 - I A5.4 0 _ '1 1�►` ►► NI NI NI XI XI XI 1 y "I HANG I .. ` „\\ \ by Q \\�yS - ►n FLLLSN 1Z I X 1 X 1 I H u1 1L Z X X X _I 1 F D rn 31-2" �/ `X NI NI NI• I I I s /NmIn 4U O N ILI �� ... O LO L.Lr O (n (n N XI XI XI--- _� IoZ 1 N= u� -� u, Q I �- - rn m _ FOR 2'XiZ' 2'X12' 2'X12 N 1 1 i I ,� A FL -TT -4S FL -TW 00 �? CK i- oREVlEV1lED w CODE COMPLIANCE = Q _, , N " 0 ^ +-- APPROVED \ 1 0 < z W �, - =i o o IR ill JUN2020►i 4'x12' I �+ In� LltiX 0 F- CO Q w w \ ,J� N I �/�, �'/c � i' -S" 717G-ZGzll--1�} alCC FIRE EXTINGUISHER i'� i it rr rr rr ■r r i i Ir _ _ i i� �� n - / 2 `, 2 X 12 X 12 2 X 12 N 3,-1„ I it!. ctl co ,,,P� ,,>/'4 o 6i d) City TukwilaU of , 1 N I X1 N I X1 N I XI N I XI (Ni2 IN XI = I ��j, `.o<CcI �V BUILDING DIVISION 1 Ul yQ \ tc, / NI NI NI XI -'I @I Q 61 �I XI XI N = _1 �- �� 1 4, \0 FL-SKBN _ ---- XI XI XI XI XI NI •N1 • 3 -m u �1 3'-6" r - - - BENCH E G< Fy iA \ 3i_pti NI I �i ii 3 ■■■■■ II II II -tii b -ii :d -ii moi- X1 SHORT -m FL -TW 5'-1" FL -TW / _ X ii —X X I, 1 II I I �t 1 �t 1 (Yi 1 a �� 1 HANG I/c�S�_ I L --*c--- BENCH E\ 3'-m" IC I N N N N N - X1 ,_ e �_ e I I 0 r NI _X1 _X1 _X1 _X1 _ NI _ NI _ NI m } 19 -• 4 SHEET TITLE FIXTURE PLAN SHEET NO. A5 ff 0 X �I �I �I �I �I X X X J -(-3? rn I ccl Clm)FL BN -CU CIU FL -BN -GU I 1 i -E I �„ X1 X X X X1 I N - i N - I N �' u�I�TBox I m = IA = I I - - 'd- _ - I I I = X . �t rr 't rr tet- rr rr "Ct . X X X r 45.1 A5J 1 I I I �\- — — — -1I— 1 \ �r - - 1- I II I — TYP ` TYP ...Il V A - _. _ RECEIVED 4'X12'CC 4'X12'Ez 4'X12' nn� w CZ) CD ons --1 _ 4X12'MISC. 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' f, �, „i, , P/P- P 1 P-1 P-1 P 1 P-1 P-1 P-1 P-1 P I P -I P 1 P 1 P I P- CITY of TUKWrL� . . .�:�.�. .� :rte �.. VIII _ - JUN 062011 24'-2 1/4" IV 31'-10 1/2" 5 1/2" (16) PANELSbn PERMIT CENTER oos/ 1 FIXTURE PLAN . SCALE: 1/4" = 1'-0° FA GSP PROTOTYPE RELEASE 3.0 • FOOT LOCKER, INC STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ::.:. 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6 ,_GRED ARCH:T PETER S. MACK, ;. P STATE OF WASH TON REVISIONS NO. DESCRIPTION DATE 1 OILNER/ LANDLORD/ PERMIT COMMENTS 4-25-I1 1. ALL WOODWORK ATTACHED TO TI-IE PREMISES, BLOCKING, GROUNDS, ETC. SHALL BE FIREPROOF AND DESCRIPTION INSTALLED BY LOCATION FIXTURE SYMBOL CODE EXIST NEW TOTAL - FIXTURE NAME FIXTURE SYMBOL CODE EXIST NEW TOTAL FIXTURE NAME OtI.NER COMMENTS 5-23-I1 COMPLY WIT4 THE LANDLORD'S AND GOVERNING BUILDING CODE REQUIREMENTS. HARDWARE P_I WF001S 0 0 0 PERIMETER OUTRIGGER POST 2. TINE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT TIE JOB SITE AND NOTIFY THE WALL ANGLED SHOE SHELF TO CLAMP ON GRID TENANT SHOE WALL FL-5H-PI 0 31 31 SMIt�4I-HAVEN WALL PANEL EE FL-SKBN 0 2 2 SOCK BIN ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. WALL SHELF HANGER TENANT PERIMETER WALLFL-SI-4-PI I - 0 0 INCLUDED IN ABOVE COUNT R 0 I I LEASE LINE SIGN HOLDER 3. ALL CABINET AND DRAWER INTERIORS TO BE CLEAN MAPLE LACQUERED PLYWOOD VENEER, UNLESS STEPPED FACEOUT TENANT - 13....DF WC001S-FC 0 46 46 FLUSH MTD POST Ill/LEVELER OTHERWISE NOTED. STRAIGHT SHELF CLAMP OVER USEDNr ACCESSORY WALL MI' ON WALL HANGERS = FL-NM-114-21 0 5 5 SMITHHAVEN MIRROR PANEL 1 I FL-BW-SG 0 0 0 STRETCH GRAFI-11C 12"x24" EXTENDED SLATWALL 4. MILLWORK CONTRACTOR TO COORDINATE WITH OTHER TRADES AND PROVIDE CONCEALED GROUNDS AS TENANT VARIOUS HANGBAR I REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND EQUIPMENT AS REQUIRED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 8" SLATWALL PEG HOOK TENANT VARIOUS '• ��w PL- TT-48 0 1 I TIERED TALC FL-BM-CU 0 24 24 BENCH CUBES 5. MILLWORK HARDWARE TO BE FURNISHED AND INSTALLED MILLWORK SHELVES TENANT VARIOUS ROLLING RACK 0 Kr-MQ -SET 0 1 I MANNEQUIN SET WITH BASE DATE: 3-24-17 ALL BY CONTRACTOR 14" SLATWALL FACEOUT TENANT VARIOUS �' 1=L-RR52-54A 0 3 3 52"L X 54" H ADJUSTABLE 6. ALL EXPOSED HARDWARE IS TO BE SLACK SLATWALL PANELS (ACCESSORY/COLUMN) TENANT PERIMETER WALL/COLUMN FL- 0213-50 0 0 0 ROLLING RACK T KFL-MGN-SET 0 0 0 MANNEQUIN SET WITHOUT SCALE: AS NOTED 1. AlL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. SHOE GRID DIVIDERS/GRAPHIC TENANT SHOE WALL II X13 -I3"L X 50" H 1 FRAMES G ROOM DOOR AND 8. MILLWORK CONTRACTOR TO FURNISH INSTALL RUBBER BUMPERS ON ALL DOORS E DRAWERS. HAT WALL ACCESSORIES TENANT NAT WALL '''.-1 FL-5Q5-2I 0 2 2 SQUARE UNIT PLINTH" 7,, FL-DRF 0 I 1 FIRM GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. SIGN HOLDERS TENANT VARIOUS 9. FINISHING THAN MINOR TOUCH-UPS OF MILLWORK WILL SE PROVIDE 2-I/2" BLACK .� c� , 2 WELL ADA CAS4WRAP FL-FRS 0 1 1 FITTING ROOM BENCH NO FIELD OTHER PERMITTED. � ` FL-CWS4-95 0 1 1 PLASTIC GROMMETS IN COUNTERTOP. AT CASHWRAP AS NOTED ON THIS PLAN AND DETAILS. FOOTACTION TiIn I (SMIT- AVNN DESIGN) PROJECT # : FTA-008 INSTALLATION RESPONSIBILTY� FL-FRI=M-36 FITTING ROOM FRAMED 10. MILLWORK IS TO BE HANDLED UNDER SEPARATE CONTRACT BY TENANT. GENERAL CONTRACTOR IS TO FIXTURE SYMBOL QTY. DESCRIPTION 'FL-CUJ-99 KFL-CW-99 0 1 1 KFL BACKWRAP UNIT-RAVEN �- 0 I I MIRROR- 36" X 80" DRAWN BY: STAFF COORDINATE SCHEDULING WITH MILLUJORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR FITTING ROOM 30" INSTALLATION AND CLEAN UP.-, N FL-FR-1530 FL-PRI-B-30 0 1 1 OWN IT 4 OWN IT VINYL GRAPHIC (FROM VENDOR) FL-TW 0 2 2 2-WAY FIXTURE u HANG BAR 11. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FIXTURE INFORMATION. t f FOOTACTIONCON 3 FOOTACTION.COM (FROM VENDOR) GENERALNOTES FOOTACTION 50-Ft CEILING VIYNL GRAPHIC LEGEND KIDS FOOT LOCKER FIXTURE SCHEDULE SQ FT RATIO HEICsI�T '�- FIXTURE SYMBOL DESCRIPTION FIXTURE SYMBOL CODE EXIST. NEW TOTAL FIXTURE NAME 4 FINISHES FIXTURE SYMBOL CODE EXIST. NEW TOTAL FIXTURE NAME 4 FINISHES FIXTURE SYMBOL NEW TOTAL NAME ✓��r'�^ EXIST. FIXTURE 4 FINISHES MANAGER'S DESK- INCLUDING CHAIR / KFL SALES AREA: 1,891 55% 12'-0 1 ,� FILE CABINET SAFE. o o ' `"'" `"" NOTE: SOMETIMES DESK MAYBE SHOWN 0 _ 0 — FT-CW - 1 I CASHWRAP FT-PT - I 1 PANTS TABLE 4 4 4'-0" TEE WALL KFL STOCK AREA: 1,130 33% OPEN As A SINGLE UNITUNIT - L X H FIXED SHELVING - KFL SUPPORT AREA: 411 12% VARIES o STOREFRONT FRONTAGE: 28 -il 1/8"ADD HR HANG ROD UNIT ° FT-CW-B - 1 1 CASHWRAP ON ADA - 2 2 4'-O" PERIMETER WALL FT-SHOE - 2 2 SHOE TABLE 1 )JECT TITLE JTER WESTFIELC "HCENTER MALL _A, WA 98188 C -16 -SUITE 1051 66 KFL STORE KFL LEASE AREA: 3,438 MB MOBILE SHELVING UNIT FT-BW-L I I SACK-WRAP LEFT - - KIDS FOOT LOCKER SQUARE FOOTAGE CALCS. STING FT-SW-R - 2 2 BACK-WRAP -RIGHT Li - 2 2 2'0" PERIMETER WALL EE) SI-IELVING LINEAR FT. PAIRS PER R= EXISTING / RELOCATED 48"x102" ACCESSORY FT-AWP - 5 5 FT-TS-T - 1 1 T-SHIRT TABLE HEIGHT OF SHELVING LINEAR FOOT PAIRS LADDER RAILS -' WALL PANEL 1 4'-0" FOOTWEAR WALL _ 3 3 JORDAN C=D 0 o MOBILE SHELF UNITS 10'-0" 801 3315 2,100 NUMBER OF PAIRS CALCULATED 6 FIRE EXTINGUISHER FT-USG - 11 II UPPER SHOE GRID 56 PAIRS PER LINEAR FOOT FOR Q DRAWING TUBE Ft-LNG - 11 11 LOWER SHOE GRID REGULAR SHELF UNITS 12'-0" 216' 40.5 11,118 IT-0" HIGH SHELVING. I FT-2WAY - 3 3 2 WAY FIXTURE ' V o v; - 3 3 4'-0" FOOTWEAR WALL NIKE NOTE: WHEN NEW STOCKROOM SHELVING IS SPECIFIED, TENANT EZ UNITS 12'-0" 4' NUMBER OF PAIRS CALCULATED G.C. IS TO ASSESS MAXIMUM ALLOWABLE SHELVING HEIGHT± 52" DENIM CHANNEL SHELF FT-w4C52 - 3 3 46 PAIRS PER LINEAR FOOL FOR MAINTAINING MIN. 24" CLEARANCE TO CLG ABOVE± AND REPORT - NO LED -,- �n CROSS CHANNEL UNITS 12'-0" 4' TO FOOTLOCKER CONSTRUCTION MANAGER UPON �, SHORT II II SHORT SINGLE HANG , „ 10 -0 HIGH Si-IELVINC�. COMMNNCNMNNT OF PROJECT. / �j FT-4WAY - 3 3 4 WAY FIXTURE i HANG _ 6 L J HANGROD UNITS 12'-0" 8'48" CHANNEL SHELF W/ FT-WHC48 - 17 17 EQUIPMENT LEGEND LED 4 GRAPHIC CHANNEL MISC. UNITS 12'-0" 4' — t'J ~ 0_. ... Lio D O FT-s5 - 2 2 SHOE BENCH - I I PLATFORM A TOTALS 316' 13,818 TARGET PAIRS: 13,164 36" CHANNEL SHELF W/ PLATFORM A USH - O 00 (/) w c\I FT-WHC36 - I 1 LED 4 GRAPHIC CHANNEL FT-255 12 12 SHOE BENCH (^) KIDS FOOT LOCKER STORE PAIRS TABULATION - DOUBLE 1 1 4 �� w _ PLATFORM B 24" CHANNEL SHELF W/ PLATFORM B REVIEWED FCi' FILING FT-WHC24 - 1 1 ` 0 Ki I�'i I 'CO 1 fi O I- LOCATION SQ. FT. LED E GRAPHIC CHANNEL e - - e - LIA E RATIO PTA SALES AREA: 2,150 S.F. 61% PEDESTAL —APPROVED 2 2 PEDESTAL C2 FT-SP - 1 1 SMALL PLINTH Gz FT-WHCTA - 4 4 HORIZONTAL "T" CHANNEL _ JUN 2 0 2011 FTA STOCK AREA: 1,491 SF. 33% I I I SHELF M��I r7 . 5 L FTA SUPPORT AREA:295 S.F. 6% 48X0 SLATWALL HAT PEDESTAL — 4 4 PEDESTAL C3 -- •- FT-HWP - - - PANEL C3 • BUILDING DM BUILDING .ON •� UN-UTILIZED AREA: 0 S.F. 0% APLINTH WI BALLET LARGE B LLE I I FT-LP - 4 4 BAR fl STOREFRONT FRONTAGE: 42'-8/8" FT-HWM - - - HAT WALL BUNKER BENCH E - 4 4 BENCH E SHEET TITLE FIXTURE SCHEDULES SHEET NO. A5. 1 PTA LEASABLE AREA: 4,536 S.F. 100% RECEIVED s.---..._. FT-HwMP - - - HAT WALL MIRROR PANEL CITY �� 'i'(,iK4 FT-51315 2 SOCK FOOTACTION STORE SQUARE FOOTAGE CALCS. 24"x102" HANGING WALL - 2 BIN PLATFORM I 4 RECTANGLE PLATFORM I FT-4ANG24 - 6 6 MIRROR JUIN a6 2011 FT. HANGING WALL SHELVING LINEAR PAIRS PER 36"x102" HEIGHT SHELVING LINEAR FT. PAIRS FT-HANG36 - - - MIRROR �� APO 6 GEN10V513 - 4 4 GENE POSE I - STANDING 'TES 48"x102" WALL MOUNTED �� ' CE 2 RECTANGLE PLATFORM J REGULAR SHELF UNITS: 12'-0" 384' 31.8 14,515 }, FT-MWALL GEN20V5 i3 3 3 GENE POSE 2 - STANDING - - - MIRROR GEN10V5-13 GEN20V5-13 - RECTANGLE ` 6 PLATFORM J MOBILE SHELF UNITS: 10'-0" 112' 3I.5 3,528 LUU' ' FT-STB-TA - 2 2 T-SHIRT PANEL "A" 161110`GEN50V573 - 3 3 GENE POSE 5 -SITTING #. - .. - 7 I 4' DOUBLE HANGROD: 12'-0" 12' UUUU FT-STB-TB - 2 2 T-SHIRT PANEL "B" GENIOVBUST - - - GENE POSE 1 - BUSTFORM - 1 Nf W DOW FIX RE _ _ TOTAL: 464 15,043 TARGET PAIRS: 18,491 FT-ROLLINGER - 3 3 ROLLING RACK FT -CP - 6 6 COLUMN PANELS ., 4,,,,,.."..._ , + FOOTACTION STORE PAIRS TABULATION LANDLORD COMMENTS FOOTACTION FIXTURE SCHEDULE FLY ZONE FIXTURE SCHEDULE FA GSP PROTOTYPE RELEASE 3.0 31-0" MIN. DIM. O FOOT LOCKER5INC. II -0 1/2' / ALLOWEDED EQ. ' BY CODES EQ. 2'- 0 1/2" DkCK OR CEILING DF<CK OR CEILING / DECK NOTE: REFER TO FIXTURE PLAN FOR STOCK SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.G. TO INSTALL PER F I'- 0 1/2' z r 11-0 1/2" \ GI -LAIN SUSPENDED FLUOR. LIGHT FIXTURE STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 MANUFACTURERS INSTRUCTIONS. a N N °° °° DECK OR CEILING DECK OR. CEILING DECK OR CEILING DFtCK OR CEILING N DF�CK OR CEILING \ \ \ -• , r - \ 1, z E 21-01/2" z 2'-1" 2'-01/2" z E 1'-0 1/2" z i 1 - 0 1/2" T //'` . CONTINUOUS 12" HORIZONTAL STRAP BRACING SECURED TO ' N 3 I 311 -' N -' N ' i,, / _ ' N % / / T , / .. , / � •\� .` TOPS OF UNITS 9 45" O.C. KNOCK DOWN STORAGE ARCHITECT: ; �� `"\� :\.. .. \ ,� ��, ., ....... 6375 RIVERSIDE DRIVE SUITE 220 DUBLINOH 43017 , PHONE: 614.255.4048 —N @ —✓.,,,,rn PON STOCK NTS (SEE PLAN) SYSTEM W/ SHELVING , r -" - NI- 1 ill —,, , In ( SHELF \ AND HANG ROD (REFER TO FIXTURE PLAN LOCATION AND HEIGHT) INSTALL PER MFG. INSTRUCTIONS -�—(TYP.) r. . .7 \ r . J N , �� / / /, \ , TYP. DOUBLE ROW SHELVING PROVIDED BY VENDOR G.G. TO J = I - Lup _ate �('„� w,,,, n -. PROVIDE I/S” MASONITE SECURED TO THE END OF ANY ROW OF SHELVING r \ J HANGBAR INCLUDING THE INTERSECTION OF ANY SHELF ✓�,--,-r (TYP.) 12'-0" MAX %RIES DEPENDING U _MENTS AND CEILIN ADJACENT ROW. (TYP.) d1 e , Ill •= = @ _ 0 ----rn = @ ✓ TVP. SINGLE ROW SHELVING G.C. TO PROVIDE 1/5MASONITE 7 ---�- , m �, SECURED TO THE ENTIRE BACKSIDE. SHELF DIVIDER @ O O O (TYP.) TYPICAL WOOD SHELF `V in O ROLLING LADDER AND RAIL, (I) PER AISLE ENGINEER: \' 1 @ @ @ LI } REFER TO LADDER INSTALLATION 1 DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 �• r 1 LAMINATED ' MANUAL PRIOR TO INSTALLING. `N' @ MGR. DESK @ Li/`^ N SHELF QUANTITIES PER UNIT 6" SPACING = RUBBER = = = UNIT HEIGHT " OF SHELVES REQUIRED BUMPER ' 6 0 12'-0" 6 2'-0" O.G. ENGINEERINGGROUP BETWEEN N. _ (TYP.) @ ft -1U N N N 10'-011 5 g 2'-0" O.G. MOBILE7-1 I- 5'-0" 4 6 2'_0" O.G. CARRIAGES-� , _ - ♦ ,,,,, — \ ,, _ \ ,,,,, _ \ ,,, ( 1,, f r f i r f 0,-0" 10'-0" 1 F SECTION- 14 MOBILE SHELVING \ \ \ \ \ 10'-0" MOBILE SHELVING , E SECTION- UTILITY UNIT , D SECTION- MGR. DESK 14 HANGROD , 121-0" 14 14ANGROD 10'-0" 14 SHELVING 12'-0" C SECTION- HANGROD UNIT (173)SECTION AT SHELF UNIT H SHELVING (1-TYP. SECTION AT SHELVING UNITS 0 SEAL 6986 PETERS. STATE OF , J TERED GIS ARCHITECT MACRAE WA5HINGn .. TRAINING 1 0 STOCK SHELVING DETAILS SCALE: 1 /2"=1'-011 r.1 REVISIONS 1/2" x POPLARBEND I NO. DESCRIPTION DATE 11 BOARD/4" PAINTED LACK 2"2 t0 x 6 LEDGER BOARDPOST AND PANEL. BOARD ATTACHEDMATCH / \ Al0" COMP,/ LANDLOK )/ PERMIT COMMENTS 4-25-11 TO WALL END BOARD LENGTH TO WALL PANEL MATCH POST HEIGHT SPACER INSTALLir / OUNEK COMMENTS 5-23-11 (1) AT TOP OF FIRST OR LAST POST 11 3 -0 `/ 5/5"G.W.B. OVER 3 5/8 OF A FIXTURE RUN WALL CONSTRUCTION BOTTOM OF PANEL. r 20GA. METAL FRAMING ="' 12" L SHALL USE OUTSIDE AT 16" O.G. ,/ / BOX HEADER PER DETAIL 1/A23 PER CONSTRUCTION PLAN D� SET SLOTS. ri EXTEND 5/5" G.W$. UP BUILT UP STUD COLUMN 21-0" 2'-0" 11-11 9/16" E N DCAP 6" ABOVE CEILING A PER DETAIL 1/A23 — ' ' ��r -- LAY -IN CEILING - (TYP. 2 PER SIDE) / ''r�'/ t ems:',.., a`r�,,,=/i'-. o.0 5 :1. }c:` '�4'e ..[: „' " _ ; _ — -' �' -- K : K� K SMITHHAVEN PANEL y T _ E/811 REVEAL / - 5/8" REVEAL PAINTED BLACK (TYP.) 2 LAYERS DATE: 3-24-17 _ OF MAPLE CO---.. \ / PLYWOOD I 2 LAYERS OF 5/8" PLYWOOD FOR = \ / 5/5" PERFORATED 2D SCALE: AS NOTED @ X ATTACHMENT OF --X MAPLE APPLE 25 1 N �� I PORTAL N �� \\ PLYWOOD � GROSS AREA: 7,974 SQ. FT. 5/5" PERFORATED BLOCKIN G PLAN 2D WALL PANEL SPACER DETAIL SALES AREA: 4,641 SQ. FT. L_ y1 MAPLE APPLE / _---- 1.11 LED STRIP PLYWOOD - PER RCP LIGHTING PROJECT # : FTA -008 q1><1I. SIGN BY VENDOR �— 1/2" REVEAL WITH LIGHT * INSTALLING PERIMETER DRAWN BY: STAFF LED STRIP LIGHTING 5/5" PORTAL CHANNEL PERFORATED MAPLE APPLE PER RCP CONSTRUCTION BY 5/81' POSTS- GC MUST FIND THE HIGH SPOT IN THE FLOOR AND PLYWOOD I/211 NIKE VENDOR PERFORATED SET MARK TOP REVEAL WITH LIGHT CHANNEL MAPLE APPLE PLYWOOD DIMENSION FROM THIS spat. ALL OTHER POSTS MUST HAVE TOP OF POST AT THIS LEVEL ON THE WALL. x at INSTALL WALL PANEL SPACER DEVICE AT EVERY LOCATION NSTALL SLOTTED POSTS AND TWO PANELS MEET. SEE REFER PERIMETER WALL PANELS PER FIXT. MFG. INSTRUCTIONS. DETAIL 2D TO RCP 0 OUTLINE OF SURFACE MOUNTED 2'-0" 2'-0" 2" X 4" WOOD LEDGER BOARD 4 ' IJECT TITLE JTER WESTFIELD -HCENTER MALL _A, WA 98188 > .16 - SUITE 1051 66 KFL STORE #4` 6 FLY ZONE PORTAL HEADE'' 2 NEW ADDED SCALE: 1" =11-0" © FLY ZONE PORTAL PIER 2 NEW DETAIL ADDED = 11 SCALE: 1"- 11-0" �` S14 PLYWOOD FOR PLUGMOLD —' \ --\--,..SHELF / k o o Ia. OG 00 in -11 00 DI WITH D 0 ° °° ° Da °° 00 U an DO °° 00 ° ° u H OUTLINE OF SURFACE MOUNTED 2" X 6" WOOD LEDGER BOARD FOR POST ATTACHMENT. \ �} r / PLUGMOLD OUTLETS 15" O.C. 00 V,',- . _::� 0\-_ = TYPICAL FOR (3) LOCATIONS 1/2" PLYWOOD FOR PLUGMOLD wi °° 1-7 n H °° ° T DO °° —GG ( \ °° °° ° 7° BO °° °° OD 3° 00 °° °° °° lir �� oo �� Lk* 2 X 4" WOOD LEDGER 5/8" G.W.B. WITH LEVEL 4 FINISH 5/8" G.W.B. WITH LEVEL 4 FINISH 00 U 00 00 J. U PANEL OMITTED FOR CLARITY M'0 PERIMETERDPOST 12'-0" AFF. 12'-0" AFF. 9'-10" METAL PANEL °° °° °° °° °° °° °° = 9'-10" METAL PANEL 91-1" POST HEIGHT I H Og TOP OF PLYWOODY 3/4" FRENCH TOP OF WALL COVERING °° a 0 °° °° 0 0Oa °° °° 0 0OB 1 m — 01 it1 PLYWOOD CLEAT SYSTEM, BY NIKE VENDOR 3/4" FRENCH 0 o° ° 9 ° DO 00 U 00 oB ° ° O8 00 OD SCREW SPACING m PERIMETER METAL WALL PANEL PLYWOOD 5/8" G.W.B. WITH LEVEL _ °00 0 70 CLEAT ATTACHED TO 4 FINISH. PREP FOR r 00 00 00 = SURFACE MOUNTED 211 X 611 PLYWOOD PANEL,N PROVIDED BY NIKE NEW WALL COVERING PER ELEVATIONS @ O Q- ° —D ° ° ° �0 ° ° 0 0 WOOD LEDGER BOARD FOR POST ATTACI4MENT. TYPICAL VENDOR = 0O OR (3) LOCATIONS ) I/ 1 °0 0 0 a7 --o• ° l° ° i 5" TALL METAL 6' 00 O 0 0 0 0 - \ 3/4" PLYWOOD FRENCH HaT WALL _ 1 CLEAT ATTACHED TO 1111 WALL, PROVIDED BY STRAPPING AT STANCHION MOUNTS 00 00 U i D FOR . 0 . IJI Fail!. 0 (I) CONSTRUCTION PER CONSTRUCTION II NIKE VENDOR Is TYPICAL o 0 o a 0 0 2"X2" X 16 GA. DBL LINE OF 2 1/2 x 3/4 POPLAR REVIEWED I I PLIANCE .CC ..,., .,:IIII ° ° O B00 Oa SLOTTED POST W/ � END BOARD BEYOND®� C7 PLAN 7'-7 1/2" AFF. i'-7 1/2" AFF. �� ® illl I �� . LEVELER 1/2"I G.O. STANCHION MOUNT �� I G.O. STANCHION MOUNT 000 0H 0 0 000 0 °0 °H 0 _ 0 I I/2" REVEAL SII II NIKE WALL FIXTURE AND METAL STRAPPING NIKE WALL FIXTURE 0 0 j SO ``% JUN 2 2 017~�I— PLYWOOD FINISH r 00 00 , PANELS ON FRENCH i WALL FRAMING BY G.C. ° U ° ° U ° U Tu6cw�la CLEAT SYSTEM BY ' 1' Viy �� NIKE VENDOR l I �` 0°:° 0: 00 ° °30 DO BUIL®1►�G DIVISI '�i 3/4" PLYWOOD FRENCH CLEAT SYSTEM, BLACK PLUGMOULD o 0 0 0 U G.W$. t0 RECEIVE LEVEL 4 FINISH PRIOR of I III PROVIDED BY NIKE VENDOR MOUNTED ABOVE WALL 00 -c JO 00 00 = I fi‘ SHEET F SECTIONS AND SHEET NO. TITLE I XT U R E DETAILS A5 n 2 WALL COV RINOCxN lipi IASE pora 3 ilhliI....... 0 -9 AFF. AlI�-Al 01-9" AFF. co 00 i II °° C.O. STANCHION MOUNT I■.� G.O. STANCHION MOUNT - —\00 PLYWOOD CLEAT BY AND METAL StR4PPfNG NIKE VENDOR BLACK PLUGMOULD e .- Co MOUNTED ABOVE WALL 11 WALL ] 0'-0" AFF: BASE _ BASE PER PLANS \ OUTLINE OF INSTALL WALL PANEL SPACER c" \ CITYOFT�UKWILA6 FF. 0 NIKE WALL FIXTURE BY NIKE VENDOR 611 WALL BASE PER METAL PANEL DEVICE AT EVERY LOCATION JUN 06 2017 PANELS MEET. SEE: -g PLANSI WALL FRAMING BY G.G.TWO q1E. DETAIL 2D q SECTION FRONT ELEVATION � � a ; ` ` 1� .: ��I,� ��-�E R NEW DETAILS rA ADDED X� T 5 FLY ZONE WALL SYSTEM SCALE: 1 1/2" =,'-0" 4 FLY ZONE WALL SYSTEM SCALE: ," =,'-011 ©FLY ZONE WALL SYSTEM SCALE: 1" -,'-011 KIDS FOOTLOCKER WALL SYSTEM DETAILS FA GSP PROTOTYPE RELEASE 3.0 8'-0 1/16" &I-0" 6'-0" I El -S 1b - I IFI =1-4 FI -4 EM EM FI FI CL -2 6 S' -0",41=P 3'-l0 1/4" FI -4 L_ • • .Q •Ci •al • 51-0" CL -2 e S'-0"AFF 0 2 z J _H CALLOUT DESCRIPTION CL -2 5/8" TYPE 'X' GYP. S. ON MIL. JOISTS, or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT PT -2. ONE COAT SEALER TWO COATS FINISH PER FINISH PLAN. INSTALL BY TENANT G.C. CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. CL -5 EXISTING 2' X 4' ACOUST. TILE: REPLACE ANY BROKEN/DAMAGED TILE AND/OR GRID AS REQUIRED. CL -6 SEE W1D-1 ON SHEET A-3.0 CL -1 SEE SP -IA ON SHEET A-3.0 CEILING TYPE SCHEDULE EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO SE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS TO BE IN A SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS/LIGHTING LAYOUT. IN LAY -IN CEILING CONDITIONS ALL SPRINKLER HEADS TO BE CENTERED IN TILES. SPRINKLER HEAD TYPE / LOCATION SHALL SE AS FOLLOWS: - UPTURNED SPRINKLER HEADS/BRASS FINISH: EXPOSED DECK AREAS - FULLY RECESSED CONCEALED SPRINKLER HEADS WITH WHITE CAPS: ENTRY AND SHOW WINDOW CEILINGS, SUSPENDED G.W.B. CEILING FEATURE AT CENTER OF SALES AREA, FITTING ROOM AND VESTIBULE G.W.B. CEILING, LAY -IN SALES AREA CEILING IF APPLICABLE. - SEMI -RECESSED SPRINKLER HEADS WITH CHROME FINISHES: TOILET ROOM AND LAY -IN NON -SALES AREA CEILING IF APPLICABLE. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. . SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 12-E (NO FIRE ALARM TIE-IN REQUIRED FOR PHASE (1) TENANT). THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. G.C. TO ADVISE TENANT PROJECT CONSTRUCTION MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED . GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED IN THEIR ENTIRETY. 8. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SYMMETRICAL PATTERN TO ALIGN WI CEILING ELEMENTS. REFELCTED CEILING PLAN ' 0" SCALE: 1/4" = 1'-0" CL -2 e 8'-0" AFF 6'-0" 8'-0 1/16" EQ. CL -2 e 8'-0" AFF 4'-0" EQ. EQ EQ SPRINKLER NOTES REFLECTED CEILING PLAN NOTES CL -2 9 8'-0"AFF CL -6 e 12'-4" AFF • I 21-5 114'L --Y 0 2 TI 4'-9" 3'-0" . 3'-0" 3'-0" 41-11 1/2" '-0 1/2" 5'-1" F 51-0" p' -1 1/2'C 11-10 1/4" CL--6101-0"AFF Ii PORTAL SOFFIT 4 BANNERS ABOVE B.O. BANNERS TO E AT 10'-0" SEE DETAIL 1,4/A6.I jTl tTl tTl B.O. LIGHTING TRACK TO BE AT II' -9" SEE DETAIL 5/A6.I 11 T2 T2 T2 �TI jTI �TI tT1 tTl tTl CL -3 ' Ii'-0"AFF l CL -6 e 12'-4" AFF TI B.O. LIGHTING FIXTURES TO BE 8'-0" A.F.F. TI TI 13.0. PENDANT LIGHTING TO BE AT 12'-0". SEE DETAIL 3/A6.I o 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 202017 B.O. LIGHTING TRACK TO BE AT II' -9" B.O. CCTV TO BE 11'-0" AFF. . OF CASHWRAP 18'-8" CL -2 9 10'-0" AFF 2' -0" 1,21-0" 4, �` TYP. TYP. CCTV FIXTURE HEIGHTS TO BE 11'-0" A.F.F. City of Tukwila BUILDING DIVISION CL -3 9 1i'-0"AFF I— — —1 I I I I I I I I I I I I I I I I '-0 1/2" 10'-0" A.F.F. B.O. CUSTOM LIGHT 141-11" I I I I I I I I I I U 1/21" m CL -2 9 10'-0" APP 1/8" 4'-1 1/2" 4'-1 1/2" 4'-2 1/2" 5'-0 1/2" 5'-6 1/16" — 0 ICA I P 1 III kill EI Runoffs am mimm _ 1 miimmcis =N ,E. liZilinilill= PR ,..4i 1 2 E iiiilleL MERU 11/111111fi EiF.oc al III' 2A , . : 111 .AMIE,7011111r El CL -2 e 10'-0" AFF CL -2 e 10'-0" AFF '. OF STOREFRONT ENTRY, TRACK* LIGHTS. 24" SQ LOCKABLE ACCESS PANEL FOR SIGNAGE. PAINT TO MATCH ADJACENT FINISH CL -2 e 10'-0" AFF II' -0" A.F.F. B.O. TRACK HEAD 13'-10" SEE IEET A&J .OFR ADIDITIONAL 501 EDLILES AND DETAILS I CL -3 11'-0" AFF SEE SHEET A62 FO ADDITIONAL LIGHTING DETAILS 10'-0" AFF PORTAL FIXTURE TO BE SUPPLIED AND INSTALLED BY FIXTURE VENDOR. CL -2 6 12'-0" AFF G.W.B. SOFFIT ABOVE PORTAL FIXTURE. PAINT "P4" CL -I sa 12'-0" AFF ACT CLG TO BE CENTERED WITHIN SPACE bt 0073 CITY OF TUKWILA JUN 062017 PERMIT CENTER REFELCTED CEILING PLAN SCALE: 1/4" = FOOT LOCKER, NC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGI87EREo s .RCNI T ECT PETER S. MACK STATE OF WASH REVISIONS N DESCRIPTION DATE OUNER/ LANDLORD/ FERMI COMMENTS 4-25-I1 OUNER COMMENTS 5-23-I1 ,‹ 0 Q iA1 cc W 2 03 (OLLC FWWa� z� � E-- < (C) oz�-�_�- c\I UO� =U),W U HOE.Q LO O oo v, Cn N U- W CC 0 F - SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF ,‹ 0 Q iA1 cc W 2 03 (OLLC FWWa� z� � E-- < (C) oz�-�_�- c\I UO� =U),W U HOE.Q LO O oo v, Cn N U- W CC 0 F - SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 FA GSP PROTOTYPE RELEASE 3.0 NEW DETAILS ADDED 2 NOTE: COORDINATE WITH 6/A-13 CHANNEL SUPPORT STRIP CLOSER (SNAP- IN) *P1184 (CUT TO FIT). CHANNEL NUT 3/8" THREADED ROD # HTHR050 TO DECK OR STRUCTURE ABOVE. (6'-0" O.G. MAX.) WITH COMPRESSION UNIT AS REQUIRED. DIAGIONAL WIRE BRACING. 4-S J -BOX SCREWED TO UNDERSIDE OF UNI -STRUT CHANNEL FOR ELEC. BOX MOUNTING J -BOX 131-104" AFF LIGHT FIXTURE MOUNTING HANGER ATTACH PER MANUFACTURERS SPECIFICATIONS. FIXTURE POWER/ MOUNTING CORD. PENDANT MOUNTED LIGHT FIXTURE W/ 6" STEM B.O. "PD1" FIXTURE 12'-0" AFF NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISI-IED CEILINGS. inItO TRACK SUPPORT DETAIL MECHANICALLY SECURE AS REQ'D. UNISTRUT P3000 SL OR EQUIV. FLUTED DECK WIDE FLANGE BEAM, v.IF. V.I.F.AL B.O. BEAM THREADED ROD, 1/4" DIA. MIN. SIZE AS REQ. UNISTRUT P3000 SL OR EQUIV. SEE A2.0 FOR CEILING HGT. r 1/4" THREADED ROD TO TOP CHORD OF JOIST OR STRUCTURE ABOVE 6'-0" O.C. MAX STRIP CLOSER (SNAP -IN), CUT TO FIT CHANNEL NUT CHANNEL SUPPORT TRACK LIGHT SECTION(S) PER REFLECTED CEILING PLAN. SCREW TO UNISTRUT W/ SELF TAPPING SCREWS AT 24" O.C. •b B.O. TRACK LIGHT 11'-9" AFF UNIVERSAL BEAM CLAMP SCALE: 1'-0" =1'-0" UNISTRUT P3000 SL OR EQUIV. L FLUTED DECK MECHANICALLY SECURE AS REQ'D, COORDINATE WITH VENDOR FOR BOLT SIZE. BAR JOIST V.I.F. B.O. JOIST G.C. TO PROVIDE 12 GA. CEILING WIRE AS LATERAL BRACING, TO PREVENT SWAY. G.G. TO PROVIDE ADDITIONAL LATERAL STRAPPING BETWEEN MIL STUDS AND BLOCKING FOR ALU SYSTEM IN SOFFIT, AS REQ'D. METAL FRAMING BEYOND, V.IF. UNISTRUT P3000 SL OR EQUIV. Z -E 4 BANNER SUPPORT UNISTRUT SEE DETAIL S ON SHEET A-13 FOR MORE INFORMATION AIRCRAFT CABLE. PAINT PC -3. CLAMP TURNBUCKLE SUSPENDED FROM STRUCTURE ABOVE AS REQUIRED. FINISH TO PC -3. 3/4" PLYWOOD AIRCRAFT CABLE. PAINT PC -3. TURNBUCKLE SUSPENDED FROM STRUCTURE ABOVE AS REQUIRED. FINISH TO PC -3. SCALE: 6" =1'-0" EQ 3/4" FURNITURE GRADE PLYWOOD BAFFLE WITH EXPOSED ENDS. FIRST AND LAST BAFFLE TO BE WD -1 CENTER BAFFLES TO SE PT-* WITH WOOD GRAIN SHOWING THROUGH. EQ 1'-0" i LIGHT FIXTURE MOUNTING DETAIL SCALE: 1-1 /2" =1'-0" STOREFRONT WINDOW DISPLAY DTL. SCALE: 1-1 /2" =1'-0" SUSPENDED BANNER DETAIL FLY ZONE LIGHT FIXTURE SCHEDULE KIDS FOOT LOCKER LIGHT FIXTURE SCHEDULE FOOTACTION LIGHT FIXTURE SCHEDULE TYPE SYMBOL EXIST. NEW MANUFACTURER 0 0 SP 90' 4 2 TBD TBD TBD CLINTON ELECTRONICS BOSE DESCRIPTION XR6-D-XM30-40-30V-3500-SV-W14 - 6" LED DOWNLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM NIGHT LIGHT XR6-D-XM30-40-30V-3500-SV-WH - 6" LED DOWNLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM Xd30/40/30v/3500/SV BLACK TRACK CUSTOM LINEAR LED LIGHT FIXTURE 142 FT. OF LINEAR COURT -LINE LIGHTING (2) ROWS OF LED PER LENS = 254 TOTAL FEET (3) TOTAL 110-112VAC HARDWIRED -POWER LOCATIONS POWER DRAW AT EACH LOCATION = 491W e I15VAC = 43A (3) 500W TRANSFORMERS REQUIRED INPUT = 53A e 115VAC ADJUSTABLE RECESSED CAN LIGHT FIXTURE LED STRIP LIGHTING EDGE OF PORTAL ENTRY TO FLY ZONE CCTV CAMERA BLACK HUNG e 9'-6" APP. CE-IDX15 FREESPACE MODEL 16: LOUDSPEAKER SLACK TRIM LAMP (1) 44w LED/3500K (1) 44w LED/3500K (1) 44w LED 3.5 WATTS PER FOOT 284 FEET = 994W TOTAL WATTS 994W x 1.5 SAFETY FACTOR = 1,49IW (1) 44w LED/3500K 3.5 WATTS PER FOOT 90 FEET = 315 TOTAL WATTS (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO BE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT TYPE SYMBOL 0 A EXIST. NEW 18 MANUFACTURER SOLAIS DESCRIPTION XR6-D-XM30-40-30V-3500-SV-WIN - 6" LED DOWNLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM LAMP (1) 44W/3500K TYPE PD1 SYMBOL 0 EXIST. NEW 32 MANUFACTURER GOTHAM LIGHTING DESCRIPTION EvO-CYL-35-25-8AR-WD-MVOLT-PM-DBL / CYS-06-DBL COLOR: BLACK LAMP INTEGRAL 41.IW LED 3,500K A/NL A/NL 4 SOLAIS XR6-D-XM30-40-30V-3500-SV-W1-1 - 6" LED DOWNLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM (I) 44W/3500K B B ;10,10;x: 2 SOLAIS XFRI3-XM24-15-25-15-30V-I850-WH-WH - (3) HEAD RECESSED FIXTURE, 15 DEGREE SPOT, 25 DEGREE FLOOD, 15 DEGREE SPOT, 1850 VIOLIGHT, WHITE TRIM, WHITE HOUSING (1) 2411/I850K PD2 0 0 0 0 4 LF ILLUMINATION SMF4C20L 8035ML DUBS COLOR: BLACK INTEGRAL (4) 20W LED 3,500K D 2 PANASONIC FV-05-11VKLI/MSVKI WHISPER GREEN LED VENTILATION FAN/LIGHT UNIT 50 CEM (I) I2W LED RI 0 3 INTENSE LIGHTING RP62000358/IC630C-SPS COLOR: CLEAR SPECULAR SELF FLANGED REFLECTOR BLACK INTEGRAL 22.91111 LED 3,500K 8 INTENSE LIGHTING ICL-LEDL435-2-WSV-24 /100 COLOR: WHITE LED MODULE (2) 30W LED 3,500 K / 82 CRI El E2 T1 El E2 �Tl 4 L IGHTALARMS DUAL LITE 21 SOLAIS QLXN500R-N EXIT LITE WITH 90 MINUTE BATTERY PACK EVI-IC-12-06L LED EMERGENCY LIGHT W/ 90.MIN. BATTERY BACK UP, WHITE FINISH, MOUNTED AT II' -0" AFF OR MAX ALLOWABLE BY CODE (SALES AREA/ NON -SALES AREAS), MTD. AT + 1'-0" AFF IN TOILET RM. XD30-40-30V-3500-SV - XI SERIES, 40 DEGREE, VIOLIGHT TECHNOLOGY, SILVER HOUSIN (1) 2.5W LED 44W LED 0 1 JUNO ICIALEDG4-6-1 / 440LEDG4-35K-6-15L COLOR: BLACK INTEGRAL 23W LED TI T2 Fl 84 44 23 CONTECH INTENSE LIGHTING CREE CIL 838/215 COLOR: BLACK COLOR: SLACK LSS-80L-35K-10V - 8' LONG STRIP LINEAR LED LIGHT FIXTURE 120V/210V 12328 TCP LEDI1P38D35KFLB 6IW INTEGRAL LAMP SEE PLAN CON -TECH CHANNEL TRACK - *LT -2S -P (5' LENGTH), *LT -26-P (6' LENGTH), *LT -24-P (4' LENGTH), *LT -22-P (2' LENGTH) SEE PLANS FOR TRACK CURRENT LIMITERS P1-4 EM -NL 14 CREE LS4-40L-35K-10V-E5I4 - 4' LONG STRIP LINEAR LED LIGHT FIXTURE CONNECTED TO COMPACT CENTRAL LIGHTING INVERTERS LG -2-S SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION I20V/210V 30W INTEGRAL LAMP KIDS FOOT LOCKER CEILING FIXTURE AND EQUIPMENT SCHEDULE TYPE SYMBOL EXIST. MANUFACTURER DESCRIPTION NOTES F1-4 IS CREE LS4-40L-35K-10V - 4' LONG STRIP LINEAR LED LIGHT FIXTURE 120V/210V 30W INTEGRAL LAMP SW 1 BOSE FREESPACE 3 MODEL: SUB WOOFER (WHITE FINISH AT FL) SP 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER - SOUND SHALL NOT BE HEARD FROM 15' OR LESS FROM LEASE LINE. G.C. TO CONTACT AUDIO VENDOR TO OBTAIN FILE REGARDING QUANTITY AND POSITION OF AUDIO SPEAKERS AND PROVIDE UNISTRUT AT APPROPRIATE LOCATIONS SEE PLAN CON -TECH *LT -B -B (8' LENGTH) CHANNEL *1 -T -6-S (6' LENGTH) SPRING LOADED ATTACHMENT MOUNT TRACK *LT -4-5 (4' LENGTH) DIRECTLY TO LAY -IN CEILING *LT -2-15 (2' LENGTH) ISI El -S 3 CONTECH RERXA-SF-R-EM-B (SALES FLOOR) EI -S 2 L IGHTALARMS QLXN500R-N (BACK OF HOUSE) LH BOSE LIGHTHAUS CAMERA E2 13 ASTRAL ITE EU3-4-W-TD 2 -HEAD UNIVERSAL EMERGENCY LIGHT WI 90 MIN. BA SACK UP, WHITE FINISH, MOUNTED AT 12'-6" AFF OR MAX ALLOWAB CODE (SALES AREA/ NON -SALES AREAS) INTEGRAL LED REVIEWED FOR CODE COMPLIANCE TERI-APPROVED E BY JUN 2 0 2017 6W LED SP 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION W/B CLINTON ELECTRONICS CCTV CAMERA (WHITE FINISH "W", BLACK FINISH "5") CE-IDX15 SW BOSE FREESPACE 3 MODEL: SUB WOOFER City of Tukwila BUILDING DIVISION (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO BE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT SD SEE MECH. PLAN SMOKE DETECTOR SUPPLIED AND INSTALLED BY TENANT'S G.C. EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SEE MECH. PLAN RETURN AIR GRILLE OR DUCT, SEE MI.0 FOR MORE INFO. RECEIVED CITY OF TUKWILA SA B LH )( SEE MECH. PLAN SUPPLY AIR DIFFUSER, SEE MI.0 FOR MORE INFO. CCTV CAMERA - SLACK LIGHTI-TAUS CAMERA (WHITE) P IIT CENTER JUN 0 6 2017 rlo013 (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO BE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.2554048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASI'GT REVISIONS NO. DESCRIPTION OILIER/ LANDLORD/ PER'1IT COMMENTS OU,NER COMMENTS DATE 4-25-I1 5-23-I1 DJA Q I-1- 2 co u- 00 111 U cc W I in Lu = Q (C) ozf—Jd- °-UO�_w 1— 0E- Q O 00 (n N N W cc 0 H SHEET TITLE REFLECTED CEILING PLAN SCHEDULES SHEET NO. A6. 1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF DJA Q I-1- 2 co u- 00 111 U cc W I in Lu = Q (C) ozf—Jd- °-UO�_w 1— 0E- Q O 00 (n N N W cc 0 H SHEET TITLE REFLECTED CEILING PLAN SCHEDULES SHEET NO. A6. 1 FA GSP PROTOTYPE RELEASE 3.0 MALL STRUCTURE ABOVE n1- MALL STRUCTURE ABOVE FOOT LOCKER,INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 i 1 - El ,. - G I r, ,__.__ ` �' TO - J G.C. PROVIDE 3-1/4" UNISTRUT CHANNEL (P1001 OR EQUIV.) CLAMP TO BOTTOM OF ,...___.,BEAM G.G. TO PROVIDE 3-1/4" UNISTRUT CHANNEL WITH UNISTRUT BEAM CLAMP WITH (P1001 OR EQUIV.) CLAMP TO BOTTOM OF BEAM WITH UNISTRUT BEAM CLAMP WITH U-BOLT P2185 OR EQUAL U-BOLT P2185 OR EQUAL 1/4"I A. MIN. THREADED ATTACH TO ARCHITECT: �.>.::.:>. .:;. 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 1/4" MINTHREADED ATTACH D ROD. UNIST T W/ CHANN NUTSPRING RUAN ELD TYP 1/4 GOODF O 240 LBS. -- DIAROD. TO UNISTRUT W/ CHANNEL NUT AND SPRING (TYP.)1/4" GOOD FOR 240 LBS. , TO UNISTRUT CHANNEL TRACK G.G. PROVIDE 3-1/4" CHANNEL (P1001 OR EQUIV.) ATTACHED TO LIGHT TRACK 1 / (iI TRACK AND TRACK HEAD PER LIGHTING SCHEDULE LIGHT FIXTURE MOUNTED TO CHANNEL TRACK ENGINEER: I10'-0" AFF. 4° DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 BTM. OF LIGHT FIXTURE II'-0" AFF. NEW BTM. OF LIGHT FIXTURE1-1 NEW A DETAIL ENGINEERINGGROUP SEAL DETAIL 6 , CUSTOM LIGHT DETAIL SCALE: 3" = 1'-0" ( 5; TRACK LIGHT DETAIL SCALE: 3" = 1'-0" 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHIN I N '- ITP. x • 5 I-- rt A62 I EXISTING MALL OPEN WEB JOISTS ABOVE (TYP. OF THREE IN TH15 AREA) REVISIONS Z III Z Z Z Z =--= = = ` == =-= = - ,_; z z z ` 0z NO. DESCRIPTION DATE 1 OUNER/ LANDLORD/ PERMIT COMMENTS 4-25-11 OUNER COMMENTS 5-23-11 Z Z �ZZZ Z \ Z10 0> Z ZLTi ZLTi ZLTi Z i I i 0Z 40 7 UNISTRUT MALL oz z Z S IZ Z z z l UP AT STRUctuR L STEEL LEVEL. ATTACH TO MALL STRUCTURE ABOVE PER DETAIL. DATE: 3-24-17 SCALE: AS NOTED EO Z �� O.> GROSS AREA: 7,974 SQ. FT. ) SALES AREA: 4,641 SQ. FT. zo PROJECT # : FTA-008 Eo z z z �Z 'j � NOTE: G.C. TO V.IF. ALL EXISTING CONDITIONS AND ALL NEW DRAWN BY: STAFF Z Z Z_ Z 11'-0" A.F.F. a / PROPOSED WORK, I.E. DUCTWORK, ELECTRICAL CONDUIT, SPRINKLER LINES, ETC. CONTACT FL IMMEDIATELY THERE PM IF x t �tv ON* Foot Locker B.O. TRACK HEAD ARE ANY CONFLICTS WITH x i PROPOSED DESIGN. r 5'-4" 13'-10" DETAIL A REMOVED 2 DETAILNEW 4) FZ TRACK LIGHT UNISTRUT PLAN SCALE: 1/4"=1'-0" � 0 NOT USED SCALE: 1/4"=1'-0" >JECT TITLE ITER WESTFIELD -HCENTER MALL _A, WA 98188 > -16 - SUITE 1051 iik 10'-0" A.F.F. B.O. CUSTOM LIGHT 14'-1l" 2'-0" 3 -6 �� 4'-10" EXISTING MALL OPEN WE BIN JOISTS - (61-1" ABOVE (TYP. OF THREE HIAREA) - �_ - 0 Allia � I il T II h REVIEWED FOR o in � CODE COMPLIANCE APPROVED 6U'-`J 0 I �,I a 1 0 0 �- 7 UNISTRUT UP AT MALL STRUCTURAL STEEL LEVEL. ATTACH TO MALL STRUCTURE ABOVE PER DETAIL. JUN 2 0 2017 M I LI re Q iiBUILDING City of Tukwila A62 DIVISION NOTE: G.C. TO V.IF. ALL EXISTING II l I CONDITIONS AND ALL NEW VA, PROPOSED WORK, I.E. DUCTWORK, ELECTRICAL CONDUIT, SPRINKLER LINES, ETC. CONTACT FL FM IMMEDIATELY IF THERE; ARE ANY coNFucts WITH I . . s� RECEIVED ...1_ CITY OF TUKWILA SHEET TITLE FLY ZONE CEILING DETAILS SHEET NO. A6 a 2 PROPOSED DESIGN. t a.NIKE 4'-10 3/4" 6'- I " 3'-6 1/4" I JUN 06 2011 = X PERMIT CENTER 1 — NEW A ^^ DETAIL L1 REMOVED b 11 0 673 DETAIL FZ CUSTOM LIGHT UNISTRUT PLAN SCALE: 1/4"=1'-0" ) NOR USED •SCALE: 1"=1'-0" FA GSP PROTOTYPE RELEASE 3.0 RESPONSIBILITY SCHEDULE & NOTES FOOT LOCKER INC. , ,. c="-Lsii c_ff *1 R-1 0 c_ F29 6A, SCOPE OF WORK FURNISH INSTALL NOT APPLICABLE REMARKS = I 1 0 x ILI R fa , -I TENANT TENANT CONTRACTOR LANDLORD TENANT TENANT CONTRACTOR _ 0 CKER AT NIBS FUT MEI - N C 0 _ . STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 DIvISION I: GENERAL DATA BAR RICADE 0 0 BARRICADE TO BE 3'-0" MAX FROM STOREFRONT LEASE LINE BARRICADE GRAPHICS 0 0 SUBMIT BARRICADE GRAPHICS TO MALL MANAGEMENT FOLANDLORD APPROVAL I BDR DIVISION II: SITE coNSTRUCTION DEMOLITION 0 0 DIvISION III: CONCRETE roo Ac_ oN ARCHITECT:UJ CONCRETE PATCHING 0 e CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEFLOORING Foot Locker DMSION Iv: MASONRY 1 , i \k iliPCHITECTURE MASONRY 0 0 TO REMAIN. ALERT ROJECT MANAGER OF ANY DISCREPANCY ALL MASONRY WALLF' : DIVISION V METALS STRUCTURAL METAL FRAMING e e 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 LIGHT GAUGE METAL FRAMING 0 0 AREA SITE PLAN MALL KEY PLAN UNISTRUT 0 0 FOR SUSPENSION OF ALL HANGING ITEMS EXPANSION JOINTS 0 BRAKE METAL 0 0 SEE FINISH SCI-EDULE DIVISION VII WOOD 4 PLASTICS, - ,. ---- .., .1 i - . 0 --- '74,16 " `12"•*4 s 132r4 St 2 _... ROUGH FRAMING 0 0 LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY 0 0 ..dis ir 3 7a4.4... , , ve''s 0. LA1 ONA t.4 - ' " 4., Aar 1,,,,, + ,,,/ `it tift 10,0 C.I• , ., „, ., 11,- 1-) z 0 '43's • Rock Chip Repair • 8,5C Bakery Cafe 5135M St , •• ._ ,„ 0 ,,,., 4, ' .1, ENGINEER: WOOD CASED OPENINGS 0 0 ,..- ,s, 36th St S1301) St 4. 4 FOSTER ..4,,, 7- 41.119 i tither 114'1] Jr. ,v, "s'i'zr, , ,..,-, ,, . snr,,;,:„-. ,7;., , › ., - .3, -,,4,, ; , ht :i. . I I , ' WOOD BASE SEE A3.0 FOR RESPONSIBILITY DIVISION VII: THERMAL 4 MOISTURE PROTECTION --- tn 6 - -14,.;th,„.1 .:, w , i-,. r -.:, I . *Mich() Burrito 0 DAVID W. MULLEN P.E. EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ,.....1 i. WI 5trelt0.4 7:'*. '4 , : / Renton ShOPPing Center 0 , , I:. sit 1 Vi, f " i ,I si42,,ds: . 1,,, ti 6 '' '4' o ^., '4-, k • Nordstrom I i • Macy's i • RacSuri - -- H , ; • Foot ____ 1 Locker _ WATERPROOF MEMBRANE 0 0 G.C. TO VERIFY THE INTEGRITY 0 , ,,, La 0 .1 41:-WI A " ". ' Q s 1,rmst s 14.14 .,t ts , c-,441ht,t ','::, rukviii.t .76 IL 1 11 E ,i „"...;, ,e625 •*- Walmart Supercenter e 1 k;,, -; 44 ?' 1 o ;7,.. Ktng County South t. ..-, c.I S14,41a ".it , .., ,,,h, 1.,..m4-0 , ;'1. , .,:4-vi ' cm r:-.., .:., ,,, 2., Slarfire Sports° -nutmeat Plant ,,, c,t cw 0 ..si..)4 ' -,,,,, , ,,:i1.,, ‘,"r Stf,hthra t7. r. , 0 AN * cli 1.' I • Soma TopShop ___ _, _ i • The Limited - -. ti- etzb-erg.. - ' ' ' • Maui Creations _ . _ , ... _ _ _ . , . - •z • Itsluiernon, , -athiettea ' The Art of Shaving i Diamonds • Eddie _ i 1 • Blown 1 Bauer 1- • Mrs. Away , ---,. i 1. 1 Fields Bar .--hamP.'s S*Pl:rrtecsision 'United I • Daiso . I I- 'Tim le . Regalia Healthcare Medicare Store japan ,. BATT INSULATION 0 0 ROOFING PENETRATIONS 0 0 PER LL REQUIREMENTS DIVISION VIII: DOORS 4 WINDOWS METAL DOORS 4 FRAMES 0 0 0 REFER TO DOOR SCHEDULE 1. . _ ENGINEERINGGROUP DOOR HARDWARE 0 0 0 REFER TO DOOR SCHEDULE ' 4 4 ./.. t-i , '0;011 i ‘i ...1 ii'fIV't C;; :1 W' r ---, if, ,,,, „ 1 .,...th :..t ' ' - T. (19 . • Firevvorks Gallery AlleyKat- 1 ' 1 0 r .... ., .„. - „:0,1 1-7,7, , :AN 1011 :,1 7:... ......,; ;.; 7„ Arc , :, 4 BrowOpA,inion-,s FITTING ROOM DOORS, FRAME 4 HARDWARE 0 0 si!,.ith St So 411,-.1.4,0 , 1 (5.3 0 ' Limited I , I • Disney Store , , (c) • Sephora FOOTACTION 4 ACCESS PANELS 0 0 •-• 11,t, ' , WESTFIELD t:',i4 +V .,, tj :...: sea:rac Rental et (7,..„ iv.). - SOUTHCENTER MALL 1 , 1 • Garage 1 / KID'S STOREFRONT ENTRY DOORS AND HARDWARE 0 0 Lot Forttite.' k-u, 6, 2800 SOUTHCENTER • Pacfumem • jam ba juice -,7-- - • MasterCuts,, . Fossil «-Nys - •JCPenney FOOTLOCKER STOREFRONT GLAZING, HEADS 4 BASE 0 0 SEAL 7, INAh SI l' ,9, : v...., - -; Oviiestheld Southconter 1,- ,. MALL SEATTLE, LUA eailaS ,i 1st:. ,-,t 4' SPACE 4k41& F ,., ,... g SW 77th r•:: , '...q _ ; __ _ i ' h---, I ,' • GUESS Coach • Sears ri --''' ' , ....Mi.;eEtGroo- F7 , • bareMineraIs ,.-., , MIIF Ank..m' 6ct, ls;leiican ' iiLTeri_ei_ ____ SPACE 1*416 LEVEL 1 OF 3 EXIT DOOR PANIC HARDWARE 0 0 REFER TO 41.0 4 E4.1. G.C. TO PROVIDE POWER ONLY DIvISION lx: FINISHES ACOUSTICAL CEILING 0 0 -.: . 4 s I( Uth <...1 " i '17; -0 (7 lii Ds' - . tti. 1 - .)ea.. 1,..... aroma , „ 1.0‘ s V7N, 1 43: I • T-1\4. °bile 1 k .,-, - *Restaurant • -- 1 , 4!)- ' \ • jOEY15itchen/"." (-7" S ' REGISTERED ' ' ARCHITECT ; ' PETER S.11ACRAE STATE OF WASHINGT1 GYPSUM BOARD, FRAMING AND ACCESSORIES 0 0 REVERSE IMAGE VINYL GRAPHICS 0 0 COORDINATE 1.1.1/TENANT VENDOR Internationa •!'s t4 c En TElt ;'i .c2r2).sv 34:4 •..,1 AtrpOrt. - t. A ' 17,-I .t o ' 0 A ,.. i' , ..,. S-17:t '..1 " ...-3:' S1,611,4 1 COMM WhOteSale 0 -! r -, I) '.: I , ' i ' , / TILE-SETTING MATERIALS 4 ACCESSORIES + PORCELAIN TILE SEE SHEET 43.0 WALL COVERINGS 0 0 SEE SHEET 43.0 VINYL BASE 0 0 NON-SALES AREA PANELS, WOOD TRIM, STOREFRONT WOOD 0 0 STOREFRONT/STRUCTURAL WINDOWS . . IKEA Seattle `..f, `... ... Home FurmshIngs es , . •C :i 0 -, ..,,-- IT e--..- , , . :;-. ... - - Orillia .,18,..)-1St •,-18011' Bow Lake, Inc0 !,,2 .. ,:., 0 :•• ___t% ... am t" wv .(6.. PAINT 4 PAINTING 0 0 WALL 4 CORNER GUARDS 0 0 NON-SALES AREA REVISIONS UNFINISHED WOOD CORNER MOLDING 0 0 SALES FLOOR COLUMNS VISUAL MAGNETICS GRAPHIC SEE A3.0 FOR ADDITIONAL RESPONSIBILITY PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS NO. DESCRIPTION DATE 1 OWNERJ LANDLORD/ PERMIT COMMENTS 4-25-11 DIVISION X: SPECIALTIES . - . TENANT APPLICABLE CODES: SHEET SHEET TITLE REVISION DATE AND NO. TOILET ROOM ACCESSORIES- 0 0 SEE A1.5 FOR ACCESSORIES. G.C. TO REPLACE DAMAGED/MISSING ACCESSORIES FOOTACTIONALL FOOTLOCKER INC. WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE A A /' A A A STOREFRONT SIGN 0 0 PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONN. COORDINATED BY G.C. SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY 330 W. 34th STREET ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING GI.0 COVER SHEET 4-25-11 STOCK ROOM SHELVING SYSTEMS / LADDER SYS. 0 0 NEW YORK, NY 10001 JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED 5Y TENANT'S THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID GI.1 SPECIFICATIONS 4-25-11 FITTING ROOM ENCH TOP 4 COAT HOOKS 0 0 CONSTRUCTION PROJECT MANAGER JEFF FORNEY FOR By THE TENANT'S CONTRACTOR(S). GI.2 MECHANICAL AN. ELECTRICAL SPECIFICATIONS 4-25-11 MIRRORS (TOILET ROOM) 0 0 TEL: 346-224-8542 APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: NEW SHEET Lepi LIFE SAFETY PLAN 4-25-11 MIRRORS (FITTING ROOM) 0 0 CELL: 346-831-1585 EMAIL: JFORINEYeFOOTLOCKER.COM ADDED A R R BANNETACK SYSTEM 0 0 APPLICABLE CODE: (INCLUDING LOCAL AMENDMENTS) DI.0 DEMOLITION PLAN 4-25-11 ALU SYSTEM 0 0 DATE: 3-24-17 FOOTACTION STORE PLANNER: KENDRA SILVESTER BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WITH CITY AMENDMENTS) MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WITH CITY AMENDMENTS) DI.1 DEMOLITION ELEVATION 4 NOTES 4-25-11 BACKWRAP, DENIM, FITTING ROOM GRAPHICS 0 0 COORDINATED 5Y G.C. TEL: 212-120-4058 ELECTRICAL CODE: 2014 NATIONAL ELECTRIC CODE A1.0 CONSTRUCTION PLAN 4-25-11 DIVISION XI: EQUIPMENT SCALE: AS NOTED DIVISION XII: FURNISHINGS EMAIL: KSILVESTER4FOOTLOCKERCOM PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WITH CITY AMENDMENTS) FIRE CODE: 2015 INTERNATIONAL FIRE CODE (WITH CITY AMENDMENTS) A1.1 CONSTRUCTION SCHEDULES 4 NOTES 4-25-11 1 PERIMETER WALL RAIL SYSTEM 0 0 SEE A-5.0 FOR ADDITIONAL NFORMATION KID'S FOOTLOCKER STORE PLANNER: ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE AI.2a PARTITION TYPES 4-25-11 GROSS AREA 7,974 SQ. FT. PERIMETER WALL DISPLAYS 0 0 "C" SHELVES, GRID FRAMES, MIRRORS, CASEWORK AND FLOOR FIXTURES PETER AGNELLO TEL: 212-120-4210 ACCESSIBILITY CODE: ICC ANSI a I11.1-2009 AI.2b CONSTRUCTION DETAILS 4-25-11 SALES AREA: 4,641 SQ. FT. CASH WRAP, BACKWRAP MILLWORK 0 0 EMAIL: PAGNELLOGFOOTLOCKERCOM AL3 COLUMN DETAILS 4-25-11 PROJECT # : FTA-008 MANAGER'S DESK/ CHAIR/ FILE CABINET 4 SAFE 0 0 OCCUPANCY GROUP 41.4 CONSTRUCTION DETAILS 4-25-11 SHOPPING CENTER INFORMATION OCCUPANCY GROUP: M - MERCANTILE 41.5 CONSTRUCTION DETAILS 4-25-11 DIVISION XIII: SPECIAL CONSTRUCTION DRAWN BY: STAFF DIVISION XIV: CONVEYING SYSTEMS WESTFIELD SOUTHCENTER 42.0 STOREFRONT PLANS AND ELEVATIONS 4-25-11 DIVISION XV: MECHANICAL 2800 SOUTHCENTER MALL CONSTRUCTION TYPE SEATTLE, WA 98188 BUILDING CONSTRUCTION CLASS: 11E3 FULLY SPRINKLERED A2.1 STOREFRONT PLANS 4 DETAILS 4-25-11 _...o... SPRINKLER PIPING 4 HEADS 0 0 0 RE-WORK AS REQUIRED CONTACT: MALL OPERATIONS MANAGER A2.2 ENLARGED STOREFRONT AND DETAILS 4-25-11 FIRE EXTINGUISHER(S) 0 0 AS REQUIRED BY LOCAL CODE TEL: 206-246-0423 pLUM5ING REQUIREMENTS: 423 STOREFRONT DETAILS 4-25-11 PLUMBING (SAN, DCW, VENT STUB-IN) 0 0 0 LANDLORD INFORMATION TOILET ROOM: A2.4 ENLARGED STOREFRONT AND DETAILS 4-25-11 PLUMBING FIXTURES 0 e 0 REUSE EXISTING IF CODE COMPLIANT (2) PUBLIC ACCESSIBLE TOILET ROOMS REQUIRED AND PROVIDED WITHIN THE SPACE. PATH TO WESTFIELD TOILET ROOMS FOR THE PUBLIC IS DEFINED BY 121-0" HIGH MASONITE ON THE BACK OF A3.0 FINISH PLAN 4-25-11 DIFFUSERS 4 GRILLES 0 0 0 , 2049 CENTURY PARK EAST, 41ST FLOOR SHELVING UNITS. PATH PROVIDED FROM BOTH SALES AREA. 43.1 FINISH SCHEDULES 4-25-11 MECHANICAL EQUIPMENT 0 0 CENTURY CITY, CA 90061 CONTACT: MATHEW KOENIGS DRINKING FOUNTAINS: HI-LO DRINKING FOUNTAIN REQUIRED AND PROVIDED WITHIN THE SPACE. PATH TO DRINKING 44.0 FOOTACTION INTERIOR ELEVATIONS 4-25-11 AIR CURTAIN 0 CONTRACTOR RESPONSIBILITY IF REQ'D TEL: 310-210-955 FOUNTAINS FOR THE PUBLIC IS DEFINED BY 121-0" HIGH MASONITE ON THE BACK OF SHELVING A4.I KIDS FOOT LOCKER 4 FLY ZONE INTERIOR ELEVATIONS 4-25-11 FIRE DAMPERS 0 WALL AND/OR COMBINATION SMOKE/FIRE DAMPERS EMAIL: rnicoeniessuiestlield.corn UNITS. PATH PROVIDED FROM BOTH SALES AREA. SERVICE SINKS: 45.0 FIXTURE PLAN 4-25-11 TOILET EXHAUST FAN, DUCTWORK, ROOF CAP 0 0 0 REUSE EXISTING EXHAUST DUCT. REPLACE EXHAUST FAN (I) SERVICE SINK IS REQUIRED AND PROVIDED WITHIN TENANT SPACE. 45.1 FIXTURE SCHEDULES 4-25-11 AIR BALANCE REPORT 0 ARCHITECT 4-25-11 A5.2 FIXTURE SECTIONS AND DETAILS TEMPERATURE CONTROL SYSTEM 0 0 CG ARCHITECTURE 6315 RIVERSIDE DRIVE, SUITE 220 SPRINKLER NOTES: A5.3 FOOTACTION CASHWRAP 4 BACKUJRAP DETAILS 4-25-11 SMOKE EVAC 4 CONTROLS-0 COORDINATE UJ/ LANDLORD 4 LOCAL CODES DUBLIN, OH 43011 AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. CONTRACTOR SHALL 45.4 KIDS FOOT LOCKER CASHWRAP 4 BACKWRAP DETAILS 4-25-11 F04 PROJECT TITLE THCENTER WESTFIEL ) SOUTHCENTER MAI "UKVVILA, WA 9 188 kCE #416 - SUITE 105 57266 KFL STO DIVISION XVI: ELECTRICAL CONTACT: GEOFF PAGE TEL: 614-255-4048 REWORK AND MODIFY THE SYSTEM IF NECESSARY FOR THE NEW SPACE CONFIGURATION. MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER 45.0 REFLECTED CEILING PLAN 4-25-11 EMAIL: GPAGEaCGARCHITECTURE.COM CONTRACTOR, WHO SHALL PREPARE DESIGN/SHOP DRAWINGS OF THE SYSTEM AND SUBMIT SUCH A6.1 REFLECTED CEILING PLAN SCHEDULES 4-25-11 MAIN SERVICE CONDUIT 0 VERIFY UJ/ RISER AND IN FIELD DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA, A6.2 NIKE FLY ZONE CEILING DETAILS 4-25-11 MAIN SERVICE WIRING 0 VERIFY UJ/ RISER AND IN FIELD FEEDER CABLE 0 ENGINEER STANDARD 101, AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. A . .. 4-25-11 CONDUIT, WIRING 4 DEVICES 0 0 EM ENGINEERING GROUP PER NFPA 13 SHELF STORAGE OF CLASS IV COMMODITY OVER 101-0" IN HEIGHT REQUIRES A FIRE 4-25-11 LIGHTING FIXTURES /LAMPS 0 0 625 E NORTH BROADWAY SPRINKLER HEAD DENSITY OF "EXTRA HAZARD GROUP I" AND THE CURRENT SPRINKLER HEAD COLUMBUS, OH 43214 "ORDINARY 51.1 STOREFRONT FRAMING PLAN 4 DETAILS 4-25-11 TELEPHONE CONDUIT 4 PULL WIRE 0 0 DENSITY IS HAZARD GROUP 2". DRAWINGS SUBMITTED BY LICENSED SPRINKLER CONTACT: DAVE MULLEN CONTRACTOR UNDER SEPARATE PERMIT SHALL REFLECT THE HIGHER DENSITY OF SPRINKLER 52.1 SEISMIC 4 STRUCTURAL DETAILS 4-25-11 TIME CLOCK 0 0 -- TEL: 614-225-1580 HEADS REQUIRED TO MEET THE "EXTRA HAZARD GROUP I". EMAIL: DAVEEMENGINEERINGGROUP.COM M1.0 MECHANICAL PLAN 4-25-11 . : ' ‘*' ;ARATE % - REVIEWED M2.0 MECHANICAL DETAILS 4 PLUMBING SPECIFICATIONS 4-25-11 CORRECTION DATA CONDUIT WI PULL STRING 0 0 SEE SHEET E-4.0 DATA CABLING 0 0 CONSTRUCTION PROJECT MANAGER COORDINATES ... 'IEQUIREI FOR: FOR NEW SHEET CODE COMPLIANCE PLO PLUMBING DETAILS 4 SPECIFICATIONS 4-25-11 CASH WRAP CABLE 4 RELATED CONNECTORS 0 0 ENGINEER • '' Pgabil ADDED1 APPROVED E1.0 ELECTRICAL POWER PLAN 4-25-11 ; i CASH WRAP CONDUIT 4 TERMINATION 0 0 JOSEPH LEWIS, P.E. 3260 W. HENDERSON ROAD 1 041- 1 ..1 , . E2.0 ELECTRICAL LIGHTING PLAN 4-25-11 REGISTERS, COMPUTERS, PRINTERS, ETC. 0 e SUITE 10 `i 0215_ )111ns i ! MAY 1 0 2011 E2.1 ELECTRICAL LIGHTING PLAN 4 SCHEDULES 4-25-11 11,1 RECEIVED CC F CITY :NOT 2U7oWiiiLA HO CO PERMIT CENTER < TENANT ELECTRICAL PANELS 0 COLUMBUS, OH 43220 CONTACT: JOE LEWIS 1 WI/etas P:4 1 A • kT UI' E3.0 ELECTRICAL POWER RISER 4 SCHEDULES 5-11 ‘ 0 M 6 iN/71 1-.--,311 11,, TENANT ELECTRICAL TRANSFORMERS 0 TEL: 614-326-2806 . City of Tukwila city of Tukwila E4.0 ELECTRICAL DATA/VOICE SYSTEMS DETAILS -11 POWER TO SIGN 0 0EMAIL: e• jleulisrrohiacom BUILDING DIVISION BUILDING 11 • ..- E4.I LOU VOLTAGE NOTES AND DETAILS 5-11 - - .„ _, STORE TABULATION SYMBOLS FIFe ALARM 0 COORDINATE W/ LANDLORD 4 LOCAL CODES. MODIFY PER NEW WORK. CCTV 0 0 (1) CAMERA AT ENTRY PLEASE DIRECT ALL NQUIRIES TO PROJECT AREA: SQ. FT. CALCULATION OCCUPANT LOAD RATIO CALL OL1T gm -<--DETAIL NUMBER /1-ETTER SECTION AI REVISION! LIGHTHAUS SYSTEMS e e TO REMAIN IF EXISTING, RELOCATE IF EXISTNG. NO NEW LIGHTHAUS BURGLAR ALARM 0 0 VERIFY WITH TENANT CONSTRUCTION MANAGER %air ‘11/ -e(-DETAIL SHEET IDENTIFIER Alill,. SALES AREA: 1 4,641 SQ. FT/ 30 PERSONS 155 1 55% AUDIO SYSTEM 0 0 54' Ilk FINISH WIFI DSL LINE 0 0 CONDUIT WIN FULL WIRE BY CONTRACTOR, COORDINATED BY CONSTRUCTION PROJECT MANAGER STOCK AREA: 2,621 SQ. FT/ 300 PERSONS e 33% ELEVATION MINIMUM EQUIPMENT Igir IDENTIFIER REF. 1 CLEARANCE IDENTIFIER PLUGMOLD/ACCESSORIES 0 0 SEE DETAIL 41.1TO FILL copy' NON-SALES AREA: 112 SQ. FT/ 300 PERSONS 3 9% WALL DOOR SCHEDULE (FP..) REF. TO I r.-1142 SECTION EQUIPMENT. TOTALS 1,914 161 100% =, TO SCHEDULE Permit No. 1)177-00'7 3 LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS a REF. PARTITION SCHEDULE SHEET TITLE COVER SHEET G-1 ta 0 SHEET NO. -1 nP 98 I. TENANT'S coNTRACTOR IS RESpoNSIBLE FoR THE SCopE OF WORK AS INDIcATED IN THE DRAWINGS UNLESS OTHERWISE NoTED N THE RESpoNSIBILITy SCHEDULE ABOVE. ANy QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT CONSTRUCTION MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. 2. ALL G-SHEETS ARE APPLICABLE TO ALL TRADES AND VENDORS. 3. TENANT'S CONTRACTOR 15 TO pROvIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT CONSTRUCTION MANAGER TO SHARE WITH OTHER vENDORS (E.G.-FIxTURE SUppLIER, FLOORING SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR IS TO RECEIVE AND IS TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT CONSTRUCTION MANAGER WITHIN 48 HOURS OF RECEIPT. IF TENANT'S CONTRACTOR FAILS TO DO SO, THEN THE TENANT'S CONTRACTOR IS RESPONSIBLE FOR CoST6 RELATED TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. 5. TENANT'S CONTRACTOR IS RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR OF-LOADING CARPET FROM DELIVERY TRUCK. 6. TENANT'S CONTRACTOR 15 RESpONSIBLE FOR RELOCATING ALL ExISTING FIxTURES THAT ARE TO REMAN FROM THE TEMpoRARY LOCATION BAcK TO THE SITE AFTER CONSTRUcTION IS COMPLETE. 1. TENANT IS TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS IS MAINTAINED ON SITE BY FIELD SUPERINTENDENT. 8. TENANT'S CONTRACTOR IS TO FURNISH TENANT PROJECT CONSTRUCTION MANAGER WITH AS-BUILT DLUGS. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. 2 ARE PROVIDED MINIMUM COLUMN DOOR PLAN Alik CLEARANCE 51-0" GRID LINE 0 IDENTIFIER REF. ro lmissikie:Allooemo. rs,....a:n:o.miRsseicooni: DETAIL u7 111 CL R TO DOOR 0 construction nstruction documiants anns nnt f4J tlhr_ntizg SCHEDULE the violation any adopted DEFERRED S U B M •:f app:v.tcd F.::z..4 ' I I I ALS ABBREVIATIONS Ccp - . itit.iiio acknowleaged: A.F.F. AE5CV FINIbi-1 FI-OOR LAV. LAVATORY R.O. ROUGH OPENING eRG. BEARING MFR. MANUFACTURER R.U.G. ROLL UP GRILLE By: • FIRE ALARM ..............mvub BLDG. BUILDING MAX. MAXIMUM SIM. SIMILAR • SPRINKLER REVISIONS 13.0.5. BOTTOM OF SOFFIT MIN. MINIMUM spEc. SPECIFICATION Date: (0-7-- 17 No changes shall be made to the scope 56 CLG. CEILING MISC. MISCELLANEOUS SQ. SQUARE of work without prior approval of City of Tukwila Tukwila Building Division. I3UILDING DIVISION mTat: i'-`ev:::iarts will require a new plan submittal and may inalude additional plan review fees. 1 I C.. •., LCENTER LINE _, N.I.C. NOT IN CONTRACT STD. STANDARD ,, CONST. CONSTRUCTION . O.C. ON CENTER TYP. TYPICAL DIA. DIAMETER OPP. OPPOSITE UN.O. UNLESS NOTED OTHERWISE DIM. DIMENSION PL. PLATE VERT. VERTICAL EQ. EQUAL R., RAD. RADIUS V.I.P. VERIFY IN FIELD FT. FEET RC.P. REFLECTED CEILING PLAN W/ WITH _ FLUOR. FLUORESCENT REQ'D REQUIRED W/O WITHOUT GA. GAUGE REV. REVISION UD. WOOD G.C. GENERAL CONTRACTOR RM. ROOM H., HT. HEIGHT G.W.B. GYPSUM WALL BOARD HOR. HORIZONTAL FA GSP PROTOTYPE RELEASE 3.0 GENERAL NOTES DIVISION III CONCRETE DIVISION IX FINISHES DIVISION iX FINISHES (CONT.) DIVISION iX FINISHES (CONT. TENANTS GENERAL CONTRACTOR TO: 1. VISIT NE AND VERIFY ALL EXISTING CONDITIONS. ONS. BRING ANY DEVIATIONS TO THE ATTENTION OF THE TENANTS PROJECT MANAGER 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRiOR TO COMMENCING THE WORK FAILURE TO DO SO SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORRK. 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME WITH CLEAR PLEXI FACE OVER NE MANAGER'S DESK CONTAINING THE CERTIFICATE OP OCCUPANCY. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.Y.G. TUBE AS SPECIFIED iN THE PLANS WITH A COMPLETE COPY OF THE AS -BUILT CONSTRUCTION DOCUMENTS. 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR SPECIFIED WORK 1. UPON COMPLETION OF JOB, GENERAL CONTRACTOR TO LEAVE BEHIND AT LEAST (i) CASE OF CEILING 4 FLOOR TILE IF APPLICABLE. PATCHING (WHENQUI A RED): REQUIRED): 1. MINIMUM 3000 PSi CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB WAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. B - CONCRETE SLAB: I. INSTALL MINIMUM 3000 P5I CONCRETE WITH 6" X 6" - 11/1.4 X WI.4 W.W.F. AT MID LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 S.F. DIVISION IV MASONRY DIVISION I GENERAL REQUIREMENTS/ GENERAL CONDITIONS NO WORK iS ANTICIPATED UNDER THIS SECTION UNLESS REQUIRED FOR PROPER CUTTING AND REPAIR OF BUILDING SHELL. IN THIS EVENT, ALL WORK SHALL SE PERPOWED TO THE HIGHEST LEVELS OF QUALITY AND CRAFTSMANSHIP AND SHALL SE COORDINATED WITH LANDLORD'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. A - COORDINATION: I OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIALS, HAUL OFF, AND PERMIT INFORMATION. 2. COORDINATE WORK WITH THE WORK or OTHER TRADES, THE LANDLORD'S FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. B - QUALITY OP WORK: ALL WORK SHALL BE REWARMED IN A SAFE AND WORKMAN LIKE MANNER IN ACCORDANCE WiTH ACCEPTED CONSTRUCTION STANDARDS AND 0.5J-I.A. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE iS APPROVED BY THE TENANT AND ALL AUTHORITIES HAVING JURISDICTION. ALL EQUIPMENT 4 MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. C - CODE COMPLIANCE: IT IS THE RESPONSIBILITY CF THE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK IS IN COMPLIANCE WiTH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES WAVING JURISDICTION ( EG: N.E.C., ETC.). - DIMENSIONS: UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED TO FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE. VERIFY ALL PROPOSED DIMENSIONS TO BE CONSISTENT WiTH FIELD CONDITIONS. ADVISE TENANT'S PROJECT CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK ALL ANGLES TO BE 90 OR 45 DEGREES, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. - SHOP DRAWINGS: I. SUBMIT NE NUMBER OF OPAQUE REPRODUCTIONS WHiCH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT CONSTRUCTION MANAGER FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS WORK 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 6. DiRECT ALL SUBMITTALS TO THE TENANT'S PROJECT CONSTRUCTION MANAGER - GUARANTEE: GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE TENANT. ALL WORK SHALL CONFORM TO REQUIREMENTS OUTLINED IN THE LANDLORD'S SPECIFICATION TO LESSEE AND SHALL BE APPROVED BY THE LANDLORD. G - SUPERVISION: PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK REQUIRED TO BE COMPLETED DURING NON -BUSINESS HOURS SHALL BE INCLUDED IN THE BiD. NOTIFY MALL MANAGER PRiOR TO PERFORMING ANY NON -BUSINESS HOUR WORK H - UTILITIES: ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC MANAGEMENT DEPARTMENT WiLL ESTABLISH OR TRANSFER SERVICE UNDER THE FOOTLOCKER INC NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. - TELEPHONE: INSTALL AN ON SiTE JOB TELEPHONE AND FAX MACHINE DURING THE ENTIRE CONSTRUCTION PERIOD AND NOTIFY THE TENANT'S PROJECT MANAGER IMMEDIATELY OF THE TELEPHONE AND FAX NUMBERS. TENANT MAY OBTAIN LOCAL AND LONG DISTANCE TELEPHONE SERVICE FROM ITS PROVIDER OF CHOICE. - TRASH R1=MovAL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OP ALL TRASH, RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. CLEAN UP AT TURNOVER: THE STORE IS TO BE PROFESSIONALLY CLEANED AND LEFT IN "READY FOR SELLING" CONDITION. STOREFRONT, LiGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAiNT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS AS DIRECTED BY THE PROJECT MANAGER HVAC FILTERS TO BE CHANGED FOLLOWING CLEANING. K - INDEMNIFICATION: TO THE FULLEST EXTENT PERMITTED BY LAW, NE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM. MiSSING/DAMAGED FREIGHT: 1. OPEN BOXES WITH OBVIOUS DAMAGE. 2. BEFORE SIGNING THE FREIGHT BiLL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING. (EXAMPLE) -(4) PANELS - PERIMETER WALL DAMAGED. DO NOT JUST NOTE "I CARTON OR PALLET DAMAGED." 3. AFTER THE PROBLEM IS NOTED ON THE FREIGHT BiLL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THiS WiLL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE. 4. THERE ARE TiMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT iN SUCH CASE, THE TENANT MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, A±± CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND IF FOUND, THE FREIGHT BILL SHALL BE NOTED AND SIGNED AS IN I AND 2 ABOVE. 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX TO TENANT PURCHASING MANAGER OR PROJECT CONSTRUCTION MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING OR DAMAGED "TENANT FURNISHED" MATERIALS. M - GENERAL CONTRACTOR'S MASTER AGREEMENT: GENERAL CONTRACTOR SHALL ADHERE TO ALL ITEMS AS SET FORTH IN THE MASTER AGREEMENT BETWEEN THE GENERAL CONTRACTOR AND FOOT LOCKER, INC. DIVISION V METALS A METAL STUDS: I. MINIMUM GAUGE OF STUDS SHALL BE DETERMINED BY CHART ON DRAWING AI.I FOR NON -SALES WALLS, AT STOREFRONT OR WALLS WiTH DECKS ABOVE. 2. STUD SPACING SHALL BE 16" O.C. MAXIMUM AT TYPICAL PARTITIONS UNLESS OTHERWISE NOTED. 3. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLiPS, ANCHORS, ANGLES, BRIDGES, BRACKETS, SLEEVES, ETC., AS REQUIRED. B - STRUCTURAL STEEL AND/OR HEAVY GAUGE METAL FRAMING: i. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN iN THE PLANS AND DETAILS. C - CORNER GUARDS: I. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE CORNERS IN NON -SALES AREA (2" x 2" x 12") D - REVEALS: 1. INSTALL METAL REVEALS SIZE 4 LENGTH AS MAY BE INDICATED ON THE PLANS. BLOCKING OR BACKING AS REQUIRED TO SECURE SHALL BE PROVIDED. 2. PAINT OR FINISH PER PLANS. - EXPANSION JOINTS - INSTALL AS PER PLANS AND MFR.'S RECOMMENDATIONS: 1. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS. 2. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I" DEPTH) WITH ELASTOMERIC FiLLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC., MUNCY, PA (ill) 546-5941, (800) SSS -8493. - UNISTRUT SPACE FRAME GRID SYSTEM AS REQUIRED FOR LIGHTING, TV MONITORS. CEILING ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION: I PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE JOB. 2. SUPPORT WiTH THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR DETAILED. 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630)113-3460. DIVISION VI WOOD & PLASTICS A - CARPENTRY 4 BLOCKING: BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: 1. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHiCH iT WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND CORNERS. 2. LAYOUT, CUT, FiT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK INSTALL BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. 3. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING, SUPPORTS, ETC. 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS REQUIRED FOR CARPENTRY WORK 5. ALL EXISTING OR NEW WOOD SHALL BE FiRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THiS CLASSIFICATION. B - MILLWORK: 1. RECEIVE AND INSTALL ALL PRE -FINISHED MILLWORK AND CABINETS, FIXTURES, PANELING, DOORS AND FRAMES, ETC., AS SHOWN ON DUGS. OR AS DIRECTED. 2. CUT, FIT AND INSTALL ALL MILLWORK AND SET PLUMS AND TRUE IN ACCORDANCE WITH ASSEMBLY /INSTALLATION DRAWINGS PROVIDED. 3. SACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL ASSEMBLIES. 5. ALL FIXTURES ARE TO PROFESSIONALLY CLEANED DIVISION VII THERMAL & MOISTURE PROTECTION A - VAPOR BARRIER: PROVIDE AND INSTALL 6 MIL POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. B - ELASTOMERIC CRACK BRIDGING: PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., PA. BOX 1266, CUYAHOGA FALLS, OHIO 44223 PHONE 213-928-3414, OR APPROVED EQUAL. C - BATT INSULATION: INSTALL MINIMUM R-13 FRICTION FIT, PULL BATT INSULATION AS MANUFACTURED BY OWENS-CORNING FIBERGLASS OR EQUAL WHERE INDICATED ON DRAWINGS. D - WATERPROOF MEMBRANE: PROVIDED AND INSTALL A (M) 30 MIL (MiN) WATERPROOF MEMBRANE. EXTEND A MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET RMS./OR AS REQUIRED BY LANDLORD. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. FIRESTOPPING: 1. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. 2. PROVIDE FIRE RATED ENCLOSURES FOR ALL NON -PROTECTED STRUCTURAL MEMBERS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL EXISTING SPRAY FIREPROOFING SHALL BE PATCHED AS REQUIRED TO MAINTAIN REQUIRED RATING. 3. INSTALL SPRAY ON FIREPROOFING ONTO UNTREATED UNDERSIDES ROOF/FLOOR DECKS AS/IF REQUIRED BY LOCAL AUTHORITIES. DIVISION VIII DOORS & WINDOWS DIVISION II SITE CONSTRUCTION DEMOLITION: I. ViSIT THE SITE PRiOR TO BiD SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (I.E OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC.) AGAINST THE PROPOSED WORK. REPORT ANY DISCREPANCIES, OMISSIONS, OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER. 2. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED. 3. UPON COMPLETION OF ALL DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO SE VERIFIED AGAIN FOR VARIANCES AGAINST THE PROPOSED WORK. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT'S PROJECT CONSTRUCTION MANAGER 4. THiS PORTION OF THE WORK INCLUDES ALL LABOR MATERIALS, AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. PROTECT ALL AREAS NOT INCLUDED iN THE WORK ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION AT THE G.C. EXPENSE. 6. NO ALTERATIONS TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. 1. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK a MAINTAIN AND/ OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (PARTITION, FLOOR CEILING, OR BETWEEN ADJACENT SPACE, ETC.) REQUIRED BY CODE OR REGULATION. 9. DISCONNECTION OF SERVICES: a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WOW SHALL SE RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION SERVICE. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER c. SPRINKLER SHUT -DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF WORK 10. ABANDONED ELECTRICAL WIRING: a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED N AN APPROVED MANNER ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. ii. SALVAGED MATERIALS AND EQUIPMENT: a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE TENANT REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND EQUIPMENT. b. PACKAGE, PROTECT, AND STORE SALVAGED ITEMS FOR FUTURE USE. 12. DISPOSAL OF NON -SALVAGED MATERIALS AND EQUIPMENT: a. ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED, INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. A - DOORS AND HARDWARE: 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON THE DRAWINGS. 2. HOLLOW METAL FRAMES: KD. MINIMUM 16 GA SIZE, SHAPE AND PARTITION TYPE PER DOOR SCHEDULE. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE UL. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND DETAILED AND AS PER MANUFACTURER'S RECOMMENDATIONS. 5. REFER TO THE DOOR SCHEDULE FOR SPECIFICATIONS. B STOREFRONT GLAZING: I. GLAZING, 1/2" THICK CLEAR TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), POLISH ALL EXPOSED EDGES. 2. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS AS REQ'D by LOCAL CODE. 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. C - GLASS AND GLAZING: 1. MIRRORS SHALL BE 1/4" CLEAR PLATE PROVIDED AND INSTALLED BY THE CONTRACTOR WITH CONTINUOUS CHROME J -CLIP, STYLMARK *420068 OR EQUAL, TOP AND BOTTOM AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER SEAL ALL EDGES WiTH CLEAR SILICON CAULK ALL SIDES. D - ACCESS DOORS: I. PROVIDE FLUSH TYPE METAL ACCESS DOORS MiN 16" X 20", OR AS SPECIFIED ON THE DRAWINGS, MANUFACTURED FROM * 14 GA STEEL, COMPLETE W/ FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM * 16 GA. STEEL, WI ANCHORS. 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE TENANT'S PROJECT MANAGER 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. 4. ACCESS DOORS LOCATED iN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -ROOF ASSEMBLIES SHALL BE UL FiRE RATED LISTED AND LABELED. 5. PROVIDE KEYED LOCK AT ALL ACCESS DOORS iN COMMON AREAS. 6. FiNISH TO MATCH ADJACENT SURFACES. - STOREFRONT CLOSURE: 1. INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST COMPLY WITH LOCAL CODES. 2. REMOVE NON-STRUCTURAL OR NON -BASE BUILDING COMPONENT OBSTRUCTIONS THAT WiLL HINDER INSTALLATION OF GRILLE. COORDINATE DELIVERY AND INSTALLATION WITH INSTALLER 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION A - GYPSUM DRYWALL: YP 1. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WiTH PARTITION FRAMING. CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOW! ON THE DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER THE MFR.'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM OR GOLD BOND 5/8" THiCK FiRE CODE SHEET ROCK (TYPE "X") PANELS OF STANDARD QUALITY OR APPROVED EQUAL. NOTE: USE OF OVERSEAS MANUFACTURED GYPSUM BOARD IS STRICTLY PROHIBITED. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE. 4. ACCESSORIES AND TRiM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR COMPOUND FINISH. B - DRYWALL CEILING SUSPENSION: I. GYPSUM BOARD CEILINGS a. SUSPENSION SYSTEM SHALL BE EiTHER METAL FURRING CHANNELS SUSPENDED FROM TRIPLE -STRANDED WiRE PER USG'S GYPSUM BOARD CONSTRUCTION HAND -BOOK, OR BY USING USG'S DRYWALL SUSPENSION SYSTEM INSTALLED PER MANUFACTURER'S INSTRUCTIONS. b. SUSPENSION SYSTEMS MUST BE SUPPORTED FOR STRUCTURAL FRAMING ABOVE SUPPORTS FROM FRAMING SHALL NOT BE ATTACHED TO DUCTWORK, ELECTRICAL CONDUIT OR SPRINKLER PIPING. c. SUSPENSION SYSTEMS MUST BE ABLE TO SUPPORT ATTACHED GYPSUM BOARD, LiGHT FIXTURES, HVAC DIFFUSERS, 4 ACCESS PANELS. PROVIDE 4 CORNER SUPPORT AT ALL ACCESS PANEL LOCATIONS. C - CEILING SYSTEMS: I. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIER 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL JOISTS AND BEAMS ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ADDITIONAL FRAMING REQ'D. 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING GRILLES, DIFFUSERS AND OTHER TYPICAL CEILING ACCESSORIES. PROVIDE SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER 4. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. FINISH CEILING SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, AND IN PERFECT CONDITION. 5. MATERIALS AND FINISHES: a. REFER TO REFLECTED CEILING PLAN FOR SPECIFICATION OF MATERIALS. b. REFER TO FINISH PLAN FOR SPECIFIED CEILING FINISH. c. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. d. CEILING WHERE NOTED ON PLANS SHALL SE 1 HOUR RATED AND SHALL CONSIST OF CLASS "A" TILES WiTH SUSPENSION GRiD, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. D - PAINTING. FINISHING, AND WALL COVERING: 1. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED OTHERWISE IN THE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO PROVIDE SATISFACTORY COVERAGE. SEE FINISH SCHEDULE FOR SPECIFICS. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 3. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DiRT AND DUST PREPARE ALL METAL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. 4. PAINTED DRYWALL SHALL RECEIVE ONE COAT OF LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TiNT PRIMER TO APPROXIMATE SHADE OF THE FiNAL COAT. TOUCH UP ALL SUCTION SPOTS OR HOT SPOTS AFTER THE APPLICATION OF THE FiRST COAT AND BEFORE APPLYING A SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MFR.'S RECOMMENDATIONS FOR RE -COAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUiLT-IN COMPONENTS. ALL PAINTED DRYWALL SURFACES MUST OBTAIN A LEVEL 4 FINISH. 5. PUTTY ALL NAiL HOLES, COUNTER SUNK SCREWS, BOLTS, FILL CRACKS, ETC. BEFORE APPLYING FiNiSH. 6. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 1. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 8. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, EMERGENCY LiGHTS, SPEAKERS, TRiM LiGHTS, EXPOSED PIPING, ACCESS DOORS, VENTS, EIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS OTHERWISE NOTED OR DIRECTED. 9. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAiNT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS NOTED ON DRAWINGS FOR LOCATION AND EXTENT. a. ALL MATERIAL TO BE INSTALLED BY SKILLED WORKMEN, IN ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS. b. SEAL DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER c. WALL COVERING ADHESIVES ARE TO BE PREMIXED AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC SURFACES. d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQ'D, CONSISTENT WITH PATTERN SD IF CLEANINELECTE. G IS REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED BY THE MANUFACTURER. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON DELIVERY. DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT CONSTRUCTION MANAGER OP DEFECTIVE MATERIAL 4 COORDINATE APPROPRIATE ACTION. e. f. • - FLOORING I. PORCELAIN TILE a. TILE INSTALLATION GENERAL 1. INSTALL CERAMIC TiLE iN ACCORDANCE WITH ANTI/TCA A131.1, AI03, TCA INSTALLATION SPECIFICATIONS FOR SUBSTRATE ENCOUNTERED. ALSO COMPLY WiTH INSTRUCTIONS OF MANUFACTURER OF SETTING AND GROUTING MATERIALS AND THESE SPECIFICATIONS WHERE MORE STRINGENT THAN REQUIREMENTS OF THE STANDARDS LISTED. AND BASCUT ES NEATLY. FFIT TILE IT TILES HT TO CLOSE YL INTO OUTLETS,S IPING,VERTICAL NTERRUPTIONS. FROM CORNERS AND OTHER PENETRATIONS SO THAT PLATES, COLLARS, AND COVERS OVERLAP ON TILE, EXTEND TILE INTO RECESSES 4 UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, EXCEPT AS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WiTHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. iiI. INTERSECTIONS 4 RETURNS: ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TRIM, FINISH OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. iv. WORK TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE AND AS NOTED HEREIN. MAKE JOINTS WITHOUT VOIDS, EXCESS MORTAR OR GROUT. V. PREPARE SURFACE, FIT, SET, BOND, AND GROUT AND CLEAN IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI STANDARDS AND TILE COUNCIL OF AMERICA: a) FLOORS: THiN- SET: TCA F113. b) EXAMINATION 1. VERIFY THAT AREAS TO RECEIVE TILE INSTALLED BY THIN BED METHOD ARE TRUE WITHIN: a) HORIZONTAL SURFACES: FLAT WITHIN 1/4 INCH IN I0'-0" NON -CUMULATIVE, IN ALL DIRECTIONS. b) VERTICAL SURFACES: FLAT WiTHIN 1/8 INCH iN 8'-0" NON -CUMULATIVE, iN ALL DIRECTIONS. c) SURFACE PITCHED TO DRAINS WHERE REQUIRED. ii. EXAMINE SUBSTRATES FOR CONDITIONS, WHiCH WOULD ADVERSELY AFFECT EXECUTION. DO NOT PROCEED UNTiL UNSATISFACTORY CONDITIONS ARE CORRECTED. iii. PREPARE SURFACES iN STRICT ACCORDANCE WITH SETTING MATERIAL MANUFACTURER'S INSTRUCTIONS. PRiME SUBSTRATES IF RECOMMENDED BY THE SETTING MATERIAL MANUFACTURER Iv. CONDITION OF SURFACES TO RECEIVE TiLE: a) SURFACE TO BE FIRM, DRY, CLEAN AND FREE OF OILY OR WAXY FILMS, MORTAR AND SOIL. b) ELIMINATE HIGH SPOTS IN EXISTING FLOOR TILE BY GRINDING, SELECTIVE DEMOLITION, OR OTHER APPROVED METHOD PRIOR TO SHOT BLASTING. c) MECHANICALLY ABRADE ALL CONCRETE SURFACES AND EXISTING TILE SURFACES TO RECEIVE TiLE BY SHOT BLASTING AND VACUUM SUBSTRATE TO COMPLETELY REMOVE COMPOUNDS OR OTHER SUBSTANCES THAT WOULD INTERFERE WiTH PROPER BOND OF SETTING MATERIALS. d) WET DOWN OR WASH DRY, DUSTY CONCRETE SURFACES AND REMOVE EXCESS WATER IMMEDIATELY PRIOR TO APPLICATION OF TILES.. v. SUBSTRATE PREPARATION AND LEVELING: USE LEVELING MATERIAL INDICATED, OR AS RECOMMENDED BY SETTING MATERIAL MANUFACTURERS TO FiLL AND LEVEL SMALL CRACKS AND CHIPPED AREAS IN SUB -FLOOR c) SELF LEVELING UNDERLAYMENT: i. PROVIDE CEMENTiOUS BASED SELF -LEVELING UNDERLAYMENT TO CORRECT SUBSTRATE ELEVATIONS EXCEEDING SPECIFIED TOLERANCES. REFER TO SECTION 03542 FOR UNDERLAYMENT REQUIREMENTS. USE PRODUCTS ACCEPTABLE TO SETTING BED MANUFACTURER d) INSTALLATION: 1. CRACK ISOLATION AND WATERPROOF MEMBRANE: a) PRiOR TO APPLICATION OF CRACK ISOLATION SHEET, NOTIFY ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING OF ALL UNUSUAL OR SIGNIFICANT CRACKS OR THOSE OP DIMENSIONS GREATER THAN 1/32 INCH WiDE. b) INSTALL CRACK ISOLATION SHEET OVER EXISTING CRACKS, CONSTRUCTION JOINTS, AND CONTROL JOINTS WHICH DO NOT ALIGN WiTH TILE CONTROL OR SOFT JOINTS. e) LAYOUT: 1. PATTERN OF TILE TO BE DIRECTIONAL (SEE SHEET 43.0 FOR DETAILS 4 SPECIFICATIONS) it. LAY OUT WORK TO MINIMIZE CUTTING AND SO THAT FULL TILE iS CENTERED ON STOREFRONT AND NO TILE OF LESS THAN 12" WIDTH NEED TO BE USED, DO NOT INTERRUPT PATTERN THROUGH OPENINGS. iii. NO STAGGERED JOINTS WiLL BE PERMITTED. iv. JOINT WIDTH: I/16 INCH. v. JOINTS IN THE TILE SHALL ALIGN BOTH DIRECTIONS. vi. FILE EDGES OF CUT TILE SMOOTH AND EVEN. f) THIN SET METHOD, FLOORS AND WALLS: I. MiX MORTAR iN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT ADD WATER TO LATEX MiXES. ii. APPLY MORTAR WITH SQUARE NOTCHED TROWEL USiNG SCRAPING MOTION TO WORK MATERIAL INTO GOOD CONTRACT W/ SURFACE TO BE COVERED. MAINTAIN 100% COVERAGE ON BACK OF TILE AND FULLY BED ALL CORNERS. RE -CUT TROWEL NOTCH DEPTH OR REPLACE WiTH NEW TROWEL WHEN NOTCHES ARE WORN BEYOND ABILITY TO PERFORM AS SPECIFIED. 111. DO NOT SOAK TiLE BEFORE INSTALLATION, BEFORE INSTALLING INSTALLING, WIPE BACKSIDES OF TILE WITH A DAMP CLOTH TO REMOVE ANY RESIDUE OR DUST LEFT OVER FROM MANUFACTURING PROCESS. iv. USING FAT EDGE OF TROWEL, SPREAD IN A THiN PRESSURE- APPLIED COAT OF MORTAR TO THE SUBSTRATE DOUBLING- OVER IMMEDIATELY WITH A NOTCH TROWEL APPLIED COAT. FLOORING- CONTINUED I.G AIN TILE EL f) THiN SET METHOD, FLOORS AND WALLS: (CONTINUED) v. APPLY ONLY AS MUCH MORTAR AS CAN BE COVERED WITHIN ALLOWABLE WINDOWS AS RECOMMENDED BY MORTAR MANUFACTURER AND NOT MORE THAN 15 TO 20 MiNUTES. WHiLE MORTAR iS STILL FRESH AND BEFORE SKINNING OCCURS, PLACE TiLES FIRMLY IN POSITION WiTH A SLIGHT TWISTING MOTION TO PROMOTE GOOD CONTACT WITH THE MORTAR IF SKINNING OCCURS, SCRAPE -OFF SKINNED MORTAR AND REPLACE WI FRESH MORTAR vi. SET TiLES IN PLACE AND RUB OR BEAT WiTH SMALL BEATING BLOCK TO ASSURE AT LEAST 25 PERCENT OF TiLE DURING INSTALLATION IN ORDER TO VERIFY THAT SUFFICIENT MORTAR CONTACT IS BEiNG MAINTAINED, TO PREVENT THE LEAVING NOT HOLLOW CORNERS OR EDGES. vii. MAKE ALIGNMENTS AND ADJUSTMENTS IMMEDIATELY, WITHIN 30-40 MiN. viii. BEAT OR RAP TiLE TO ENSURE PROPER BOND AND ALSO TO LEVEL SURFACE OF TILE UNTiL A COMPLETE EVEN, TRUE SURFACE iS ACHIEVED, FREE FROM SLIPPAGE, HOLES, VOIDS, AND WAVES. ix. ALIGN TiLE TO SHOW UNIFORM JOINTS AND ALLOW TO SET FIRM. x. CLEAN EXCESS MORTAR FROM SURFACE OF TiLE WHiLE MORTAR iS FRESH. g) GROUTING: I. ALLOW TiLE TO SET A MINIMUM OF 3 HOURS BEFORE GROUTING WHERE FAST - SYSTEM iS USED AND 24 HOURS WHERE NORMAL SET SYSTEM iS USED. it. MiX GROUT iN STRICT ACCORDANCE WITH GROUT MANUFACTURER'S RECOMMENDATIONS. nt. INSTALL INACCORDANCE WiTH GROUT MANUFACTURER'S RECOMMENDATIONS AND ANSI 4108.10. iv. TO Alp IN SPREADING OF GROUT, SLIGHTLY MOISTEN TOP SURFACE OF TILE W/ A DAMP SPONGE JUST PRIOR TO APPLICATION. V. PACK JOINTS WITH A RiGID FLOAT, FULL AND FREE BEFORE MORTAR TAKES INITIAL SET. vi. REMOVED EXCESS MORTAR FROM SURFACE, MOVING THE FLOAT DIAGONALLY ACROSS THE JOINTS WHILE MORTAR IS STILL FRESH. LEAVE GROUT FLUSH WITH TILE EDGES. vii. ALLOW GROUT TO FIRM UP WIN JOINTS SUFFICIENTLY TO AVOiD DAMAGING GROUT SURFACE. viii. USING A DAMP TOWEL OR PAD OF CHEESECLOTH, CLEAN TILE SURFACES BY WORKING iN A DIAGONAL MOTION. USE TWO BUCKETS OF CLEANING WATER ON FOR RINSING THE MAJORITY OF THE GROUT RESIDUE FROM THE CLEANING CLOTH AND ONE FOR MOISTENING THE THE CLOTH IN CLEAN WATER CHANGE WATER BUCKETS FREQUENTLY TO PREVENT DEVELOPMENT OF A HAZE ON THE DRY TiLES. AVOID EXCESSIVE GROUT 1-2 HOURS AFTER CLEANING, USING A DRY CLOTH. ix. RE -BUFF TILE AND GROUT 1-2 HOURS AFTER CLEANING, USING A DRY CLOTH TO REMOVE THE REMAINING SUiFACE WATER OR GROUT RESIDUE. h) CONTROL JOINTS AND OTHER SEALANT USAGE: 1. LOCATE EXPANSION JOINTS AND OTHER SEALANTS FILLED JOINTS, INCLUDING CONTROL, CONTRACTION, AND ISOLATION JOINTS WHERE INDICATED, AND TO COMPLY WITH SPACING AND LOCATION RECOMMENDATIONS IN TCA "HANDBOOK FOR CERAMIC TiLE INSTALLATION", AND APPROVED BY ARCHITECT. II. KEEP EXPANSION AND CONTROL JOINTS FREE OF MORTAR 4 GROUT. PROVIDE PRE -FORMED CONTROL JOINTS AS THE PRIMARY CONTROL JOiNT WITHIN TILE AREAS AND DIRECTLY OVER COLD JOINTS, CONTROL JOINTS, EXPANSION JOINTS, AND CHANGES IN MATERIALS IN THE SUPPORTING SUBSTRATES 4 AS OTHERWISE RECOMMENDED BY TCA EJ 111 EXPANSION JOINT REQUIREMENTS. III. PROVIDE FIELD INSTALLED SEALANT WHERE TILES ABOUT RESTRAINING SURFACES SUCH AS PERIMETER WALLS, CURBS, COLUMNS, WALL CORNERS. FiLL JOINTS WITH SELF -LEVELING ELASTOMERIC SEALANT AND BACKING MATERIALS SPECIFIED IN ACCORDANCE WITH ANSI AND TCA RECOMMENDATIONS. Iv. INSTALL CONTROL JOINTS AT SPACING AS INDICATING ON THE DRAWINGS, BUT IN NDSTANDARDS. CASE LESS THAN THE SPACING RECOMMENDED BY REFERENCED i) INSTALLATION TOLERANCE OF TiLE WORK: t. LEVELNESS BETWEEN UNITS: INSTALL CERAMIC TiLE WORK SO THAT FACES AND EDGES OF INDIVIDUAL UNiTS ARE FLUSHED AND LEVEL WiTH FACES AND EDGES OF ADJACENT TILE. DO NOT EXPOSE EDGE EXCEPT WHERE FINISHED EDGE 15 INDICATED. ii. VARIATION FROM FLAT - FLOORS: DO NOT EXCEED 1/32 INCH FROM FACE AND EDGES OF INDIVIDUAL TO FACES AND EDGES OF ADJACENT TILES. FINISHED FLOOR SUR=ACES SHALL BE FLAT WITHIN 1/4 INCH iN TEN FEET, NON -CUMULATIVE IN ALL DIRECTIONS. iIi. JOINT WIDTHS SHALL VARY NO MORE THAN PLUS OR MiNUS 1/2 OF THE SPECIFIED JOINT WiDTH. (1/32"-3/32") J) REPAIRS AND CLEANING: I. REPLACE DAMAGED TILES, WHICH ARE BROKEN CHIPPED, STAINS, DO NOT MATCH ADJOINING TILES, OR ARE OTHERWISE DAMAGED. USE REPLACEMENT. RE -POINT DEFECTIVE GROUT AND GROUT NEEDED TO BE REMOVED AS PART iF TILES REPAiR/REPLACEMENT. RE -POINT DEFECTIVE GROUT NEEDED TO BE REMOVED AS PART OF TILE REPAIRS. LEAVE iN A NEAT, UNIFORM APPEARANCE. II. REMOVED AND REPLACE WORK OF THE FOLLOWING DESCRIPTION: a) BROKEN, CHIPPED, STAINED, OR OTHERWISE DAMAGED WORK b) DEFECTIVE JOINTS. c) TiLES AND JOINTS NOT MATCHING APPROVED SAMPLES AND FIELD-CONTRUCTED MOCK-UPS. d) WORK NOT COMPLYING W/ OTHER REQUIREMENTS INDICATED. CLEAN EXCESS MORTAR FROM SURFACE WiTH WATER AS WORK PROCESSES. PERFORM CLEANING WHILE MORTAR IS FRESH AND BEFORE IT HARDEN ON SURFACES. iv. SPONGE AND WASH TILE DIAGONALLY ACROSS JOINTS. POLISH WITH CLEAN DRY CLOTH. v. REMOVE GROUT HAZE FOLLOWING RECOMMENDATION OF GROUT MANUFACTURER DO NOT USE ACIDS FOR CLEANING WiTHOUT PRIOR APPROVAL. vi. REMOVED EXCESS SEALANT BY USING A MODERATE AMOUNT OF MINERAL SPIRITS OR OTHER SOLVENT ACCEPTABLE TO SEALANT MANUFACTURER. PERFORM FINAL CLEANING AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS. DO NOT USE WiRE BRUSHES, ACIDIC TYPE CLEANERS OF OTHER CLEANING COMPOUND WiTH HARSH FiLLER viii. CLEAN AND REPAIR SURFACES SOILED OR OTHERWISE DAMAGES IN CONNECTION WITH THE WORK PAY COST OR REPLACING FINISHES OR MATERIALS THAT CANNOT BE SATISFACTORILY CLEANED OR WHiCH HAVE BEEN DAMAGED BY IMPROPER CLEANING MATERIAL AND TECHNIQUES. 2. VINYL COMPOSITION TILENINYL BASE: a. I/8" X 12" X 12" ViNYL RESILIENT TILES WITH 4" (OR 6") HIGH X 1/8" THICK, TOP -SET, STRAIGHT ViNYL BASE AT CARPET AND COVE AT ViNYL TiLE. (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. b. FILL ALL CRACKS, JOINTS, ETC. N SUB -FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER INSTALL ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. c. SLABS OR SUB -FLOORING TO SE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO TENANT'S PROJECT MANAGER IMMEDIATELY. 3. FORGO MARMOLEUM: a. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. b. ACCLAMATION PERIOD - MATERIAL MUST ACCLIMATE TO SITE FOR A MINIMUM OF 48 HOURS PRIOR TO INSTALLATION. STAND ROLLS STRAIGHT UP AND DOWN. c. FLOOR PREP - REMOVE OLD ADHESIVES AND GYPSUM BASED PATCHING COMPOUNDS, WITH SURFACE GRINDERS AND SCARiFiERS. d. SKiM COAT ENTIRE FLOOR WITH 3 COATS OF ARDEX, SANDING IN BETWEEN EACH COAT ACHIEVING A FINAL THICKNESS OF 1/S". e. ADHESIVE - USE ONLY PROVIDED L910 ADHESIVE TO GLUE PRODUCT. MOISTURE MUST BE BELOW 5.0LBS EMISSIONS. f. HEAT -WELD ALL SEAMS USING SUPPLIED WELD. iT IS NOT RECOMMENDED TO WELD MATERIAL THAT HAS NOT BEEN INSTALLED FOR 24 HOURS. DO NOT LAY MATERIAL AND WELD WiTHIN THE SAME DAY. g. FLOOR PROTECTION - SUPPLY AND INSTALL ROSEN PAPER COVERED BY 1/S" MASONITE BOARDS OVER ENTIRE FLOOR TAPING ALL SEAMS. 4. DYED POLISH CONCRETE: a. EXAMINATION: 1. NEW CONCRETE SHALL CURE FOR MINIMUM OF 28 DAYS BEFORE JOINT SEALING, GRINDING OR POLISHING. 2. ALL NEW SLABS AND/OR GROUND LEVEL SLABS MUST BE TESTED FOR MOISTURE CONTENT PRIOR TO STARTING FLOOR GRINDING AND POLISHING. REPORT ALL MOISTURE TEST RESULTS WITHIN (5) DAYS TO THE PROJECT CONSTRUCTION MANAGER TESTING MUST BE COMPLETED BY A CERTIFIED DYED POLISHED CONCRETE FLOOR INSTALLER b. INSTALLATION: i. INITIAL GRINDING- USE 16 GRIT METAL DIAMOND, IF MASTIC OR THIN -SET MATERIALS ARE PRESENT, THEN USE 80 GRIT METAL DIAMONDS. 2. SEAL ANY JOINTS PER MANUFACTURER'S SPECIFICATIONS. COLOR TO MATCH FINISH COLOR. 3. HONING METAL GRINDS- GRIND FLOOR WiTH PROGRESSIVE FINER METAL DIAMOND GRITS, DO NOT SKIP AND STEPS. FINISH HONING USING 150 GRIT METAL -BOND DIAMONDS. c. FLOOR POLISHING: 1. INITIATE POLISHING PROCESS USING 100 GRIT RESIN -BONDED DIAMOND. 2. CONTINUE PROCESS USING 200, 400,800,1500 AND 3000 GRIT RESIN -BOND DIAMOND. 3. FINISH POLISHING USING HIGH-SPEED PROPANE FLOOR BURNISHER AND A DiAMOND IMPREGNATED BURNISHING PAD. d. FLOOR DENSIFICATION: - 1. AFTER EACH METAL -BOND DIAMOND PASS, APPLY CONSOLIDECK LS LITHIUM BASED DENSIFIER TO THE POINT OF REJECTION. CONSOLIDECK SHOULD BE ALLOWED TO SIT ON CONCRETE A MINIMUM OP 30 MINUTES BEFORE CONTINUING. e. PROTECTION: 1. INSTALL RAM BOARD OVER ENTIRE FLOOR SURFACE, TAPING ALL SEAMS. 2. USE OF PIPE CUTTING MACHINERY IS PROHIBITED ON FINISHED FLOOR 3. NO METAL WHEELS CARTS, ETC. ARE PERMITTED, ALL WHEELS MUST BE RUBBER 4. COVER RAM BOARDS WITH DROP CLOTHS iF PAINTING. WALLS: 1. NELPLAS/KYDEX PANELS: G.C. TO REFER TO (BUT NOT LIMITED TO) THE FOLLOWING NOTES FOR PREPARATION, INSTALLATION 4 MAINTENANCE FOR THE NELPLAS/KYDEX PANELS: a. G.C. TO USE APPROVED MASTIC ADHESIVE. b. BOTH NESPLAS PROTECTIVE WALL COVERING 4 ADHESIVE MUST ACCLIMATE FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. c. WALL SURFACES MUST BE FREE OF DIRT, GREASE, LOOSE PAINT 4 SCALE REMOVE ANY/ALL PREEXISTING WALL COVERINGS. BEFORE APPLYING ADHESIVE, THE WALL SURFACE SHOULD BE WIPED WiTH A CLEAN WET-DAMPENED.RAG TO REMOVE ANY DUST OR DEBRIS. d. POROUS SUBSTRATE WALLS MUST BE PAINTED OR SEALED USING LATEX PRIMER BEFORE APPLYING MASTIC ADHESIVE. MASTIC ADHESIVE SHOULD BE APPLIED TO WALL SURFACE ONLY. e. ANY ADHESIVE RESIDUE SHOULD BE REMOVED IMMEDIATELY WHiLE WALL COVERING IS BEING INSTALLED. 2. FIBERGLASS REINFORCED PANELS: a. PROVIDE AND INSTALL 1/8" FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON PLANS. b. CONSULT FINISH SCHEDULE FOR MANUFACTURER'S COLOR AND NUMBER INSTALL PER MANUFACTURER'S RECOMMENDATION. 3. THIN BRICK WALL FINISH: a. TENANT G.C. TO INSTALL BRICK WALL FiNiSH PER MANUFACTURER'S INSTRUCTIONS. b. WALL PREPARATION: 1. REMOVE ALL TRIM, MOLDINGS AND WALL COVERINGS. 2. CLEAN WALL IF NECESSARY TO REMOVE EXCESSIVE DIRT AND ADHESIVE RESIDUE. USE A NON -OIL BASE CLEANER. C. INSTALLATION OF ELITE SERIES PANELS: 1. PANEL EDGES SHALL BEGIN AND END AT WALL STUDS. 2. PANELS SEAMS SHALL BE STAGGERED OVER ANY SUBSTRATE SEAMS. 3. PANELS ARE INSTALLED BUTTED AT EDGES. PROVIDE A 1/16 GAP BETWEEN PANELS. 4. PANELS SHOULD BE TACKED TO WALL USING CONSTRUCTION ADHESIVE. 5. PANELS SHALL THEN BE FASTENED TO WALL USING A NON -CORROSIVE TYPE SCREW WITH A WAFFLE HEAD OR FLAT BACK DESIGN. SCREWS SHALL BE PLACE EVERY SQUARE FOOT, SPACED 8" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY. SCREWS MUST BE OF SUFFICIENT LENGTH TO PENETRATE STUDS BY I". d. BRICK PATTERN: 1. STORES WiTH OPEN CEILINGS: BRiCK PATTERN SHALL START AT TOP OF WOOD BASE. NO MORTAR JOINT BETWEEN BRICK AND BASEBOARD. BRICK SHALL TERMINATE AT TOP WiTH A FULL TILE. 2. STORES WITH CEILING: START AT CEILING WITH A FULL TILE. BRICK SHALL EXTEND DOWNWARD TO THE TOP OF THE BASEBOARD. BRICK MUST MEET BASEBOARD WITH NO GAPS. 3. INTERIOR BRICK COLUMNS- COURSING MUST MATCH SiDE WALLS. e. INSTALLATION OF BRICK VENEER: 1. BRICK SHOULD BE APPLIED FROM 2-3 BOXES AT ONE TIME TO BLEND IN ANY SLIGHT VARIATIONS IN COLOR 2. CORNER BRICKS SHALL ALTERNATE LONG AND SHORT LEGS TO MAINTAIN A RUNNING BOND PATTERN. 3. ALLOW A 3/8" JOINT BETWEEN BRICK PIECES. 4. ALL OUTSIDE CORNERS MUST SE FACTORY EDGES. 5. APPLY BRICK TO ELITE PANELS USiNG A QUARTER SIZE DAB OF ADHESIVE AT EACH END OF BRICK DO NOT RUN A HORIZONTAL BEAD OF ADHESIVE ACROSS ENTIRE BACK 6. INSTALLATION OF CORNER BRICKS- INSTALL A QUARTER SiZE DAB OF ADHESIVE AT EACH END OF THE BRICK AND ONE AT THE HEAD OF THE BRiCK f. MORTAR INSTALLATION: I. USE PORTLAND/LiME/LATEX ADDITIVE MIX. SCREEN DRY MORTAR MIX THROUGH SCREEN CLOTH TO REMOVE LUMPS. 2. SCREEN WET MORTAR MiX THROUGH 1/4" SCREEN CLOTH TO REMOVE LUMPS. MORTAR SHOULD BE THE CONSISTENCY OF A MILKSHAKE, SO THAT IT WiLL JUST DRiP THROUGH A GROUT BAG. 3. FiLL 4 FEET OF HORIZONTAL JOiNT COURSES FIRST. AFTER EVERY 4TH ROW, FILL VERTICAL JOINT, TO ALLOW WALL TO DRY EVENLY. 4. OVER FILL THE JOINTS WITH MORTAR AS THE MORTAR WiLL SHRINK WHEN IT DRIES. 5. WHEN MORTAR BECOMES THUMBPRINT DRY, STRIKE JOiNT WiTH SLICKER OR JOINTER TOOL TO LOC THE MORTAR THROUGH THE SUPPORT RELIEF TIE. STRUCK MORTAR SHOULD BE DRY ENOUGH TO FALL AWAY CLEAN AND TOOLED TO A DULL, GRITTY FINISH AND NOT WET AND SHINY. g. CLEANING: 1. UPON INITIAL SET, BRUSH EXCESS MORTAR OUT BRiCK WITH A FLAT MAUTRAL BRISTLE BRUSH. 2. FINAL CLEANING OF BRICK SHOULD OCCUR BETWEEN 2 AND 6 DAYS AFTER INSTALLATION. FOLLOW BiA TECH BULLETIN *20 FOR CLEANING MASONRY PRODUCTS. DIVISION X SPECIALTIES A PERIMETER WALL OUTRIGGER SYSTEM: I. INSTALL PREFABRICATED/PREEINiSHED PERIMETER WALL MERCHANDISING AND DISPLAY SYSTEM PER DRAWINGS. 2. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. B LAVATORY ACCESSORIES: 1. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE SCHEDULE): "BOBRiCK" oR EQUAL. 2. AGGE55i5LE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY CODE. CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. 3. INSTALL IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT FOR ACCESSORIES. C - SIGNS/SIGNAGE: i. INSTALL ALL TEMPORARY SiGNS AND BANNERS AS REQUIRED, BASED UPON INSTRUCTIONS OF TENANT'S PROJECT MANAGER. D - AUD IONIDEO SYSTEMS: 1. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. E STOCKROOM MOBILE/SHELVING SYSTEM: 1. CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT AND INSTALLATION. F FITTING ROOM ACCESSORIES: 1, PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. 2. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. G VISUAL MAGNETIC SYSTEM: I VISUAL MAGNETIC SYSTEM CONSISTS OF ONE COAT OF VISUAL MAGNETIC ACTIVE PRIMER (VMAWPI-01GAL, ONE GALLON = 100 S.F.) (VMAWP3-03GAL, THREE GALLONS = 300 SF.) APPLIED WITH A 1/4" TO 3/8" NAP ROLLER WITH VERY HEAVY COVERAGE. 2. THE WALL GETS A SECOND COAT OF THE 1MAW10 APPLIED WITH A PUTTY KNIFE OR PLASTIC APPLICATOR TO STRIKE THE SURFACE 3. AFTER 24 HOURS OFF GAS PERIOD, THE SURFACE IS PAINTED WITH THE LATEX FINISH COAT PER FINISH SCHEDULE. 4. FINALLY, THE INVISILOC 40 HP SURFACE PROTECT MAGNETS ARE INSTALLED (VM401-1P-24024, 24" x 24" QTY. 15 PER CARTON) 5. THE GRAPHICS ARE APPLIED OVER THE MAGNETS FOR ADDITIONAL INFORMATION, CALL THE REPRESENTATIVE AND VISIT THE WEBSITE: WWW.VISUALMAGNETICS.COM DIVISION XI EQUIPMENT THE WORK UNDER THIS SECTION IS TO BE INSTALLED ACCORDING TO SHOP DRAWINGS AND SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER REFER TO RESPONSIBILITY SCHEDULE ON GI.O FOR PARTIAL LIST OF ITEMS. DIVISION XII FURNISHINGS RECEIVE, ASSEMBLE AND PLACE OFFICE, NON -SALES EQUIPMENT, AND DiSPLAY FIXTURES, IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS. FOR SALES FLOOR PERIMETER.0ALL SET: (I) SPANNER BAR AND (1) SHELF ONLY SHALL BE SET PER 2'-0" PERIMETER WALL PANEL PANEL SECTION. INSTALL SPANNER BAR +1- 2'-0" FROM TOP AND SHELF +/- 2'-0" FROM BOTTOM. THE REMAINING SPANNER BARS AND SHELVES TO BE STORED IN BOXES AT THE AT THE BASE OF FIXTURE FOR FINAL INSTALLATION BY STORE OPERATION PERSONNEL. DIVISION XIII SPECIAL CONSTRUCTION NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT CONSTRUCTION MANAGER DIVISION XIV CONVEYING SYSTEMS NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WiTH TENANT'S PROJECT CONSTRUCTION MANAGER REVIEWED FOR CODE COMPLIANCE APPROVED ..sAMAY 102017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6985 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE A GONER/ LANDLORD/ PER1IT COMMENTS 4-25-I1 DATE: SCALE: 3-24-17 AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : DRAWN BY: FTA -008 STAFF 1417 v 0 co • W 0 F- LL 0 Q SHEET TITLE SPECIFICATIONS SHEET NO. Gi ■ 1 FA GSP PROTOTYPE RELEASE 3.0 DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL DIVISION XVI ELECTRICAL (CONT,) SEG. 15000 - MECHANICAL GENERAL PROVISIONS A - SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE RTV FOAM, 3M FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO UL. ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE A MINIMUM 14 GAUGE STEEL. B - HANGERS: 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS, WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., AS NECESSARY FOR THE INSTALLATION OF THE WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK HANGING FROM THE METAL DECK IS NOT PERMITTED. HANGERS SHALL BE ATTACHED TO THE UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD'S CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE Df -ELECTRICALLY SEPARATED FROM ONE ANOTHER. G- ELECTRICAL MOTORS: I. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT_ UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL SE FURNISHED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST NEMA, ANSI, 'SEE CONFORMLROVISIOALL THE ASHALL SUITABLE FOR STANDARDS FOR APPLICABLE OPERATION ON VOLTAGE VARIATIONS EQUIPMENT. PLUS OR 10%, C AMBIENT NON TEMPERATURE±TAGHAVE A SERVICE FACTOR MINUS NOT L40S THAN DEGREES D- LOW VOLTAGE (24 VOLT) WIRING: 1. THE CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS QUIPMENT. THIS WORK SHALL INCLUDE ALL TRANSFORMERS AND DEVICES TO MAKE A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK SHALL CONFORM TO THE LATEST ADDITION OF N.E.G. AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD SHALL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTORI. WHERE APPLICABLE. E- RELOCATION OF EQUIPMENT: I. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN SHALL BE INCLUDED IN BID PROPOSAL. SEC. 15300 - SPRINKLER SYSTEMS A- SPRINKLER SYSTEM: 1. SUBMITTALS a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALITIES, INCLUDING MANUFACTURER'S CATALOG INFORMATION. SUBMIT PERFORMANCE RATINGS, ROUGH -IN DETAILS, WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. b. SHOP DRAWINGS: 1) SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER LOCATIONS COORDINATED WITH CEILING INSTALLATION. 2) INDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, HANGERS AND SUPPORTS, SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. c. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR APPROVAL. SEC. 15400 - PLUMBING A- PLUMBING EQUIPMENT: 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. B- GENERAL PIPING REQUIRMENTS: 1. GENERALLY, SANITARY AND POTABLE WATER TAPS SILL BE PROVIDED BY THEA LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S PROJECT CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. b. TEST WATER PRESSURE TO INSURE A MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPINGINTERSECTION PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY ANDSUPPORT SEISMIC BRACING WHERE REQUIRED BY CODES.SINGLE 3 ESCUTCHEONS SHALL BE CHROME PLATED, SIZED AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILING IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR1/2 WHERE APPLICABLE. C- PIPING: I. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2' OR SMALLER MAY BE GALVANIZED STEEL. b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. c. PITCH WASTE LINES 2' AND SMALLER NOT LESS THAN 1/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN I/8' PER FOOT. d. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER± BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN-OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER e. INSULATE ALL HO(RIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. INSULATION TO SE AS SPECIFIED FOR WATER PIPING. f. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG 'ARMAFLEX' PIPING INSULATION OR TRUEBRO MODEL 102W 'HAND( LAV GUARD' INSULATION KIT. 2. CONDENSATE PIPING: a. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: a. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. b. ABOVE GRADE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN -ANTIMONY SOLDER. c. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER.QUICK-OPENING d. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. e_ PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. f. SECURE PIPE AT ANGLE STOPS. g. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 4. GAS PIPING: a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. b. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2' AND LARGER. MEDIUM PRESSURE (ABOVE 14' W.G.) SHALL HAVE WELDED JOINTS. c. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR TO BE VENTED TO THE EXTERIOR. d. PITCH PIPING AT A UNIFORM GRADE OF 1/4' IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. e. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST -INHIBITING PAINT. f. INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH H HE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID.5. 5. INSULATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1' THICK (K=023 15 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: MANVILLE MICRO -LAK. 6. TEST 4 STERILIZATION: a. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: I) TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2J TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. 3) TEST GAS PIPING PER NFPA 54 CODES. 4) STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. SEC_ 15100 - HEATING, VENTILATION 4 AIR CONDITIONING A - HVAC EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE SHALL BE BY YORK AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EXTENDED WARRANTY. b. EQUALS EQUIPMENT ONLY IF NOT AVAILABLE THROUGH REASONABLE EFFORT. c. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ci. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. e. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV): a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR. 3. TOILET EXHAUST FANS: a. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. 4. BASEBOARD, CABINET, AND UNIT HEATERS: a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS: a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(S), BRONZE FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO BE 1150 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION (SOLATION DEVICES: a. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. b. VIBRATING= EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. c. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. d. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. e. CONSULT MANUFACTURER FOR APPLICATION DATA. 1. CURBS AND STEEL FRAMING FOR SUPPORT: a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE 'DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. S. METAL DUCTWORK: a. NO FIBERGLASS DUCT ALLOWED. b. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5'-0'). c. EXCEPT A5 OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS' OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. d. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). 1) SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE. 2) RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM ° THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. e. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/5' WIDE X 3/16' DEEP ON 12' CENTERS TO PREVENT VIBRATIONS. F. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT g.ITE, SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC DRACIN'S AS REQUIRED DY STATE AND LOCAL CODES OR BY LANDLORD. h. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2 XI -1/2 XI/8 STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. I. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. j. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. k. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. I. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION 15 EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. m. FLEXIBLE CONNECTIONS: I) FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2) FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3) FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. n_ FIRE DAMPERS: 1) PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. 2) FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1550°F FUSIBLE LINK, TYPE A, AS MINIMUM. 3) PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4) PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR W/ LATCH AND PIANO HINGE. o. FLEXIBLE AIR DUCT: I) FLEXIBLE AIR DUCT SHALL BE I" INSULATED CLASS I AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2) FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. 3) FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0' IN LENGTH AT ANT ONE LOCATION. p. SUPPLY AIR TAKE -OFF FITINGS: I) PROVIDE CONICAL OR 'BELL -MOUTH' TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2) PROVIDE 45° RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. ci. DAMPERS: I) PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2) WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. 3) ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. 4) ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. r. DIFFUSERS, GRILLES AND REGISTERS: 1) PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. 2) INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3) APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER IS ACCEPTABLE. s. MEDIUM PRESSURE DUCT IT SHAL1) ERE DUCTWOR< L BE CONSTRUCIS TED INCA COLRLDYANOE DWI AIS�MEADfIIM A STANDARDS FOR A PRESSURE RATING OF 3 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2) ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3) ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION. t. DUCKWORK INSULATION: I) INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NAPA 90A. 2) DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE INTOERNALLY INSULATED WITH I' THICK, 1-1/2 LB. DENSITY LINER (C=028 015 f). LINER SHALL HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. 3) ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF I' THICK, I-I/2LB. DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER SHALL SE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. u. SYSTEM CLEANOUTS I) DUCTWORK AND AIR HANDLING EQUIPMENT SHALL BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. 2) FILTERS SHALL BE IN UNITS AT ANY TIME THE FANS ARE OPERATED. 9. HYDRONIC PIPING: a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM 1S REQUIRED. b. HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER AND/OR CONDENSER WATER SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE 15 2 1/2' INCH OR LARGER. INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE 'K' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. c. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. d. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE GLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. f. VALVES: I) GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 52 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE -PACKABLE UNDER PRESSURE. BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION, 2) GATE VALVES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY, RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE -PACKABLE UNDER PRESSURE. 3) SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y -PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. 4) SWING CHECK VALES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE VALVE REMAINS IN THE LINE. 5) COMBINATION BALANCING AND SHUT-OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. 5) FLOW METER: BELL 4 GOSSETT THERMOFLO INDICATOR MODEL TFL g. PIPING SPECIALTIES: I) PRESSURE/TEMPERATURE TEST PLUGS (PETE'S PLUG)- 1/4 -INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/5- INCH OD. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0°F TO 200°F. 2) STRAINERS - 'Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/5 INCH FOR CHILLED OR CONDENSER WATER PROVIDE WITH SLOWDOWN VALVE WITH HOSE END FITTING. 3) THERMOMETERS - 'LIGHTSTAT' MODEL TME -ARU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED FOR PROJECT. 4) MANUAL AIR VENTS - 1/8 COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. h. GENERAL INSTALLATION: 1) INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. 2) BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS ATA 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN I'TO 10 FEET. 3) HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 5" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. 4) HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE ELECTRICALLY SEPARATED FROM ONE ANOTHER. 5) SEE PLANS FOR APPLICABLE DETAILS. 5) ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. 1) INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR I. INSULATION: 1) ALL HYDRONIG,PIPING FOR CHILLED WATER AND/OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH I INCH THICK (K=023 6 15°F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH I -I/2 INCH THICK (K=023 6 15°F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER 2) INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE HARD AND NON-COMPRESSIBLE. 3) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA. 10. REFRIGERANT PIPING: a. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. b. MATERIALS: I) REFRIGERANT PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBING (ASTM B88), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI 51622), WITH SILFOS-5 SOLDERED JOINTS. 2) SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, SIGHT GLASS, AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. c. INSTALLATION: 1) SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDITIONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2) PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM AND CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RE -DONE UNTIL NO LEAKS EXIST. 3) UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. 4) REFRIGERANT LINES SHALL BE INSULATED WITH I INCH THICK RUBATEX OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH INDUSTRY STANDARDS. SEC. 15920 - TESTING, ADJUSTING 4 BALANCING A - SYSTEM TESTING, ADJUSTING, AND BALANCING: I. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NESS) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL SE REVIEWED OR ACCEPTED. ALL BALANCING= WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN .. 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: a. AABC OR NESS CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. c. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. d. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. e. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. f. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. g. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. h. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). i. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. j. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). k INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE RECORDED, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED PN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL SE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. 1. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION 4 MAINTENANCE MANUALS. [ - FINAL HVAC INSPECTION: 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. SEC. 16050 - BASIC ELECTRICAL MATERIALS 4 METHODS A - WIRE DEVICES: COLOR OF WIRING DEVICES AND COVER PLATES SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). a. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5352. b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. c. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. d. ALL DEVICE COVER PLATES SHALL BE STAINLESS STEEL. e. FLOOR BOXES TO BE HUBBELL "B-2521/29 WITH 5-3925 BRASS COVER (OR EQUAL BY 'STEEL CITY") AND HUBBELL 5352 RECEPTACLE (UNLESS OTHERWISE NOTED). f. EQUAL BY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. E3 - PANEL BOARDS AND SAFETY SWITCHES: I. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING FULL SIZED NEUTRAL, 25% GROUND BUSSING, OVERALL HINGED/LOCKABLE DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.G. *230-10. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 120v. AND 211V. LIGHTING CIRCUITS, FURNISH TYPE "SWD BREAKERS IN ACCORDANCE WITH N.E.G. *240-53B. SQUARE D OR EQUAL BY GOULD ITE, CUTLER -HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC OR GENERAL ELECTRIC (OR APPROVED EQUAL) 2. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, WESTINGHOUSE, ECONOMY FUSE CO., OR LITTLE FUSE CO. THAT ARE ACCEPTABLE.) DISCONNECT SWITCHES AT AR= INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, ETC. SHALL BE FUSED IN ACCORDANCE WITH THE EQUIPMENT'S NAME PLATE REQUIREMENTS PER N.E.C. 440-21 4 110-35. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR NON -FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GOULD CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR APPROVED EQUAL). 3. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUXILIARY CONTROL. PHASE STARTERS SHALL BE SQUARE D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE "I) SHALL BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE HP OR THAT REQUIRED AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. C - BOXES: I. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE-PIECE PRESSED STEEL KNOCKOUT. 2. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. 3. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE/PROPER BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. 4. WHERE A 211 VOLT LIGHT SWITCH 15 GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. D - STEP-DOWN TRANSFORMER: I. PROVIDE A DRY -TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE ABOVE A 40 DEGREE G. AMBIENT WITH 100 % OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH 'NEMA' STANDARDS, AND INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION -DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE VIBRATION SOLATORS, THESE ARE ADDITONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION SOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR WESTINGHOUSE. E - LIGHTING CONTACTORS: WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE D CLASS 5903, TYPE 'L' IN A NEMA I ENCLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY SIEMENS -ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. F - TIME CLOCKS: TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE A 1 DAY DIGITAL CLOCK. SEE DRAWING E3.0. G - INSTALLATION: I. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE APPROVED RACEWAYS. 2. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INITIAL CONNECTIONS IS THE RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS). 3. DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2") INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THRU FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTv' FOAM, '3M' FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT/CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND/OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY I' X T IN SIZE AND SE FASTENED WITH POP RIVETS OR SCREWS. 5. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE WISSURE, IT=HOUT ADDHT TO ITIONAL COST.CATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED 6. PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. 1: MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. S. PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOTION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. SEC. 16100 - WIRING METHODS CONDUITS: I. CONDUIT SHALL BE STANDARD STEEL RIGID, IMG OR EMT (THIN WALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL SE COMPRESSION OR SET SCREW TYPE. 2. FLEXIBLE CONDUIT OR TYPE MG GABLE SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLY± AND WHERE SO USED TO BE GROUNDED WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. FINAL TYPE MC/FLEX CONNECTIONS SHALL BE LIMITED TO 8'-0' IN LENGTH (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED ABOVE LAY -IN CEILINGS ARE ACCEPTABLE). a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4' FOR STANDARD CONDUIT, AND 1/2" FOR FLEX CONDUIT (I/2' STANDARD CONDUIT AND 3/5" MC CABLE MAY BE USED AS SPECIFIED ABOVE, IF ACCEPTABLE WITH LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH LANDLORD 4 INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO -GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T 4 B, EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. 4. MAXIMUM CONDUIT HANGER SPACING SHALL SE 5'-0" FOR 3/4' THRU 1-1/4' AND 10'-0' FOR I-1/2" THRU 4' CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. 5. LEAVE A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. 6. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH AS 'CADDY CLIPS' OR EQUAL. 1. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. INSURE THAT PENETRATIONS ARE COMPLETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE AT LEAST MAKE HOLES IN TORT TO ROOF. REQUIRED LOOP OR K. ROOFING CONTRACTOR 12 HOURS PRIOR ANY ROOF WORK. B - WIRE: I. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE SHALL BE *12 AWG, ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR *10 AND *12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) a. GENERAL WIRING SHALL BE THIN OR THHN. ALUMINUM CONDUCTORS ARE NOT PERMITTED. 2. WIRE CONNECTORS SHALL BE EQUAL TO SCOTHLOCK FOR *5 AND SMALLER, AND EQUAL TO T 4 B 'LOCK-TITE' FOR "5 AND LARGER 3. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH N.E.C. "310, AND LOCAL CODES. SEC. 16300 - TRANSMISSION 4 DISTRIBUTION WIRED GROUND SYSTEM: 1. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. 3. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEM TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, *12 MINIMUM, OR AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION OR EQUAL, SIMILAR TO 'GPL" TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS 4 BETTS OR EQUAL, SIMILAR TO "3800 SERIES WITH NYLON INSULATED THROAT. 5. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METALOTOOMETAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE ASA BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR. 5 - SERVICES: I. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. 2. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT REQUIREMENTS PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR GL05ELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AND POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAT IS COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE "CABLE LIMITERS' IF NECESSARY FOR SYSTEM COORDINATION). FIELD VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE DRAWINGS. 4. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANT'S PROJECT MANAGER TO AVOID CONI=LICTS, SEG. 16500 -LIGHTING A - LIGHTING: I. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH CURRENT CODES FOR ENERGY CODES.. 2. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD AND UNI -STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. • bilv 007 REVIEWED FOR CODE COMPLIANCE �PPR��E� q MAYa1� - OI of�L�r' t EUILO'IN I9 RECEIVED CITY OF TUKWILA HAY 02 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP REVISIONS NO. DESCRIPTION DATE OUNER/ LANDLORD/ PERMIT COMMENTS 4-25-I1 • v 0 • aft J� r oC W Q co 0 O Li- 2aDTt� - v, wcofr w >Z<(n I-CCw5 W w v _ co W D _O w N I- 0< p O co UalQp (/) N c4'J cla W cc 0 F - SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEET NO. Gi . Z FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED 1 7974 SQ. FT. GROSS AREA: SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF • v 0 • aft J� r oC W Q co 0 O Li- 2aDTt� - v, wcofr w >Z<(n I-CCw5 W w v _ co W D _O w N I- 0< p O co UalQp (/) N c4'J cla W cc 0 F - SHEET TITLE ELECTRICAL AND MECHANICAL SPECIFICATIONS SHEET NO. Gi . Z FA GSP PROTOTYPE RELEASE 3.0 MALL CONCOURSE / EGRESS PATH MALL CORRIDOR MALL CORRIDOR TENANT SPACE EXTERIOR MALL CONCOURSE / EGRESS PATH EXTERIOR J • EXTERIOR LIFE SAFETY PLAN (FROM TENANT SPACE TO EXTERIOR OF MALL) r MALL CORRIDOR EXIT #3 CUSTOMER EGRESS PATH TI-IROUGI-I NON -SALES DEFINED BY MASONITE ATTACHED TO THE SACK OF 121-0" TALL SI-IELYINC UNITS EXIT ACCESS TRAVEL DISTANCE = 12T-0" 1=111614111=11 1121====1 11:1111111=1=1 =1:1111= 32" CLEAR EXIT WIDTH AT DOOR - MAX CALCULATED OCCUPANT LOAD CAPACITY FOR Tf4IS DOOR = 216 (PER ISC 2015 SECTION 1005.32 EXC. *1) - ACTUAL OCCUPANT LOAD POR THESE DOORS = 89 - DOOR HAS PANIC HARDWARE LIFE SAFETY PLAN (TENANT SPACE) r r 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5 Exterior landings and areas used for exit discharge. AGE OM EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. I 0 1 i i I ADJACENT TENANT i I EXIT ACCESS TRAVEL DISTANCE = 112'-0" I 0 NON -SALES J I STORE TABULATION AREA SQ. Ft. CALCULATION OCCUPANT LOAD FOOTACTION SALES: 2,150 Q. Fr/ 30 PERSONS 92 KIDS FOOT LOCKER SALES: 1,891 SQ. Fri 30 PERSONS 63 NON -SALES: 3,333 SQ. FT/ 300 PEDIS 12 TOTAL 1,914 161 2 EXITS REQUIRED - 3 ARE PROVIDED -TENANT SEPARATION WALLS ARE (1) HOUR FIRE RATED - MALL EGRESS CORRIDOR WALL IS (1) DOUR FIRE RATED -EGRESS WIDTH DETERMINED BY OCCUPANT LOAD MULTIPLIED BY THE EGRESS WIDTH FACTOR OF 02 PER OCCUPANT (PER 100532 IBC 2015) - OCCUPANT LOAD = 161 (PER TABLE 1004.12 IBC 2015) - EXIT ACCESS TRAVEL DISTANCE IS LESS THAN 250' (PER TABLE 10112 IBC 2015, FULLY SPRINKLERED) -MAXIMUM COMMON PATH OF TRAVEL 15' (FULLY SPRINKLERED) -MAXIMUM DEAD END CORRIDOR 50' (PER SECTION 1020.4 EXCEPTION 2 FULLY SPRINKLERED IBC 2015) - EGRESS PATH THROUGH NON -SALES IS DEFINED BY MASONITE ON THE BACK SIDE OF SHELVING THAT ARE PERMANENTLY ATTACHED TO THE CONCRETE SLAB (PER 101(22.5 EXCEPTION 2 IBC 2015). 2.1 THE STOCK IS OF SAME 1-IAZARD CLASSIFICATION AS THAT FOUND IN THE MAIN RETAIL AREA. 2.2 NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS THROUGH THE STOCKROOM. 23 THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE EGRESS SIDE. 2.4 THERE IS A DEMARCATED, MINIMUM 44" WIDE AISLE DEFINED Sr FULL OR PARTIAL HEIGHT FIXED WALLS OR SIMILAR CONSTRUCTION THAT WILL MAINTAIN THE REQUIRED WIDTH AND LEAD DIRECTLY FROM THE RETAIL AREA TO THE EXIT WITHOUT OBSTRUCTIONS. CEE i i i i i i i -7 I J i CUSTOMER EGRESS PATH TI-IROUGI-I NON -SALES DEFINED BY MASONITE ATTACHED TO THE BACK OF 12'-0" TALL SHELVING UNITS EXIT ACCESS TRAVEL DISTANCE _ 18'-0" FOOTACTION SALES AREA S I 7 L Ying — -o-- resE -n---d EXIT ACCESS TRAVEL DISTANCE = 12'-0" KIDS FOOT LOCKER SALES AREA _e_ _- — -- -U- — --n- o —b cat NOT TO SCALE EXIT #1 81"CLEAR EXIT WIDTH AT DOORS -MAX CALCULATED OCCUPANT LOAD CAPACITY FOR THESE DOORS = 540 (PER ISG 2015 SECTION 100532 EXC. *1) - ACTUAL OCCUPANT LOAD FOR TI -ESE DOORS = 32 - DOORS TO REMAIN IN THE OPEN POSITION DURING STORE HOURS. MALL CONCOURSE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 • City of Tukwila BUILDING DIVISION W73 RECEIVED CITY OF TUKWILA EXIT #2 MAY 02 2017 ADJACENT TENANT PERMIT CENTER 15 CLEAR EXIT WIDTI4 AT DOORS - MAX CALCULATED OCCUPANT LOAD CAPACITY FOR THESE DOORS = 500 (PER ISC 2015 SECTION 100532 EXC. *1) - ACTUAL OCCUPANT LOAD FOR THESE DOORS = 32 -DOORS TO REMAIN IN TI -E OPEN POSITION DURING STORE HOURS. SCALE: 3/16" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHIFNTTON REVISIONS NO. DESCRIPTION DATE A MEW LANDLORD/ PEWIT COMMENTS 4-25-11 444 0� o la PROJECT TITLE c'J i 1.0 (.0 (0 d' Jnr � W Qa: 2� O CD CE J WzQ� Y CC w 1 ion Nae W =Qk..) _ �0 ZHJ� WD — *(V o� ~ate co N � Wcc SHEET TITLE LIFE SAFETY PLAN SHEET NO. LSP 1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. SALES AREA: 4641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 444 0� o la PROJECT TITLE c'J i 1.0 (.0 (0 d' Jnr � W Qa: 2� O CD CE J WzQ� Y CC w 1 ion Nae W =Qk..) _ �0 ZHJ� WD — *(V o� ~ate co N � Wcc SHEET TITLE LIFE SAFETY PLAN SHEET NO. LSP 1 FA GSP PROTOTYPE RELEASE 3.0 ADJACENT TENANT I ADJACENT TENANT I MALL CONCOURSE I (E) LEASE LINE 1S'-2 3/S" 24'-0" MALL CORRIDOR "„n "En PANELS EXISTING ELECTRICAL EQUIPMENT TO REMAIN EXISTING REAR SERVICE DOOR TO REMAIN II IF L I- L - INTERIOR PARTITIONS AND DOORS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) I (E) LEASE LINE U 2 — PARTIAL REMOVAL ORDER TO INSTALL — TENANT INSTALLED OF TENANT FIT OUT CONSTRUCTION IN NEW DEMISING WALL STUDS BARRICADE TO BE 3'-0" MAX FRONT STOREFRONT LEASE L INE. SEE SHEET Al . 1 FOR GENERAL DEMO NOTES SEE SHEET Al . 2a FOR PARTITION TYPES EXISTING INTERIOR WALL OR DEMISING WALL TO REMAIN. EXISTING INTERIOR WALL, DEMISING WALL OR OTHER ITEM TO BE REMOVED. et CONSTRUCTION PLAN C SCALE: 1/4" = 1'-0" 146'-t 1/2" LANDLORD DEMOLITION OBLIGATIONS LEGEND LEASE DIMENSION 24'-0 1/2" (E) LEASE LINE _11 1 r LLL4 INTERIOR PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) REMOVE EXISTING FLOOR FINISH DOWN TO SLAB. PROVIDE A SMOOTH LEVEL SURFACE AND PREPARE SURFACE FOR NEW FINISHES. 0 2 1 ADJACENT T REMOVE FREESTANDING AND - PERIMETER FIXTURE SYSTEMS, CEILINGS, LIGHTING AND FLOOR COVERINGS NOT UTILIZED IN THE NEW CONSTRUCTION I L �I r -;I II LI Ir L ji INTERIOR PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) EXISTING 6" MARSH GAS EXHAUST PIPE TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. INTERIOR PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) TENANT'S CONTRACTOR SMALL BE RESPONSIBLE FOR NE SCOPE OF WORK AS INDICATED IN TI -1E DRAWINGS UNLESS OTHERWISE NOTED IN NE RESPONSIBILITY SCHEDULE. ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT CONSTRUCTION MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. STOREFRONT CONSTRUCTION AND ENTRY DOORS TO BE REMOVED IN THEIR ENTIRETY. PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. VERIFY ALL CONDITIONS IN FIELD AND OBTAIN NECESSARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. INTERIOR PARTITIONS TO SE REMOVED IN THEIR ENTIRETY. (TYP.) Jr{ • (E) STEEL COLUMN TO REMAIN. (TYP.) INTERIOR PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) INTERIOR PARTITIONS AND DOORS TO BE REMOVED IN THEIR ENTIRETY. (TYP.) / REMOVE EXISTING FLOOR FINISH DOWN TO SLAB. PROVIDE A SMOOTH LEVEL SURFACE AND PREPARE SURFACE FOR NEW (E) STEEL COLUMN TO REMAIN. (TYP.) EXISTING 6" MARSH GAS EXHAUST PIPE TO REMAIN. GC. TO PROTECT DURING CONSTRUCTION. IF= SEE SI- EET D 1.1 FOR DEMOLITION NOTES (E) NEUTRAL PIER �"--- STOREFRONT GLAZING TO SE REMOVED i i (E) LEASE LINE (E) TENANT FLOORING TO SE REMOVED 5ETWEEN LEASE LINE AND CLOSURE LINE STOREFRONT GLAZING TO SE REMOVED REMOVE FREESTANDING AND PERIMETER FIXTURE SYSTEMS, CEILINGS, LIGI-ITING AND FLOOR COVERINGS NOT UTILIZED IN THE NEW CONSTRUCTION STOREFRONT CONSTRUCTION AND ENTRY DOORS TO BE REMOVED IN THEIR ENT I RETY. INTERIOR PARTITIONS TO SE REMOYED THEIR ENTIRETY. (TYP.) STOREFRONT GLAZING TO BE REMOVED (E) LEASE LINE m 23'-5 3/4" 4 CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUI DING DIVISION (E) TENANT FLOORING TO SE REMOVED BETWEEN LEASE LINE AND CLOSURE LINE (TYP.) STOREFRONT GLAZING TO SE REMOVED (E) NEUTRAL PIER L DEMOLITION PLAN (5) LEASE LINE ADJACENT TENANT EXISTING 6" MARSH GAS EXHAUST PIPE TO REMAIN. G.C. TO PROTECT DURING CO 8 CTION. "1 EIVED TUKWILA 2 2017 FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL na 6 FA2111SITED \....iPETER S. MACRAE STATE OF WASHINGTO REVISIONS NO. DESCRIPTION DATE OMER/ LANDLORD/ PER -11T COMMENTS 4-25-11 im 40 CC 0 I.J51 I- < (.0 MWD5*C\11 0 < 1.0 0 00 co .tom fr 0 SHEET TITLE DEMOLITION PLAN SHEET NO. D1.0 FA GSP PROTOTYPE RELEASE 3.0 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4 641 SQ FT. PROJECT # : FTA -008 DRAWN BY: STAFF im 40 CC 0 I.J51 I- < (.0 MWD5*C\11 0 < 1.0 0 00 co .tom fr 0 SHEET TITLE DEMOLITION PLAN SHEET NO. D1.0 FA GSP PROTOTYPE RELEASE 3.0 cp 21'-1" B.O. MALL ROOFT I5'-5 1/8" T.O. TENANT STOREFRONT 5UiLD OUT EXISTING NEUTRAL PIER TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION REMOVE ENTIRE STOREFRONT INCLUD ING DOORS, GLASS SIGNAGE AND CEILING SYSTEM (TYP) r EXISTING STOREFRONT CONSTRUCTION TO BE REMOVED (TYP.) r EXISTING SIGN TO BE REMOVED J EXISTING NEUTRAL PIER TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION LEASE LINE (VIP.) EXISTING STOREFRONT ENTRY DOORS TO BE REMOVED. EXISTING GLAZING SYSTEM TO BE REMOVED. EXISTING STOREFRONT ENTRY DOORS TO BE REMOVED. EXISTING GLAZING SYSTEM TO BE REMOVED. 11'-2 5/S" LEASE DIMENSION STOREFRONT DEMOLITION ELEVATION 1. PRIOR TO COMMENCING ANY WORK CONFIRM WITI-4 THE LANDLORD THAT THE SPACE IS THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT CONSTRUCTION MANAGER. 2. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR TO DEMO. 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION g G.C. EXPENSE (SEE SPECIFICATION). 5. NOTIFY THE TENANT PROJECT CONSTRUCTION MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND/OR HANDLING OF HAZARDOUS MATERIALS (E.G. - A.C.M.) IS NOT PART OF THIS WORK. IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST SE FOLLOWED. 6. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. -i. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT CONSTRUCTION MANAGER. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE a. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND/OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. e. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE 10. OMITTED. 11. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE -PROTECTION, SMOKE EXHAUST, ETC ANY INFORMATION SHOWN IS TO BE VERIFIED IN FIELD. 12. MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND/OR MAINTAIN FIRE STOPPING AS REQ'D BY CODE. 13. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN. LEASE LINE (V.IF.) SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2011 PERMIT CENTER DEMOLITION NOTES FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ART 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO REVISIONS NO. DESCRIPTION DATE OMER/ LANDLORD/ PERMIT COMMENTS 4-25-11 LL O JA W Q LL i- I .=�z O W OZ I— CC D 0 I U) F 0 D 0 oN Wcc0 H SHEET TITLE DEMOLITION ELEVATION & NOTES SHEET NO. Dl .1 IFA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF LL O JA W Q LL i- I .=�z O W OZ I— CC D 0 I U) F 0 D 0 oN Wcc0 H SHEET TITLE DEMOLITION ELEVATION & NOTES SHEET NO. Dl .1 IFA GSP PROTOTYPE RELEASE 3.0 18'-2 3/S" EXISITNG ELECTRICAL PANELS (1 1/4" NON -SALES I TOILET ROOMS MALL CORRIDOR ALIGN L AREA OF NETWORKING CABINET. GENERAL CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED TO SUPPORT 150 LBS. SEE 5/E4.0 CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" I. INSPECT NE CONDITION OF EXISTING DEMISING PARTITIONS t GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES 2. UPON POSSESSION OF TI4E PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE DIENER, ARCHITECT, AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. 3. WHEN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON-COMBUSTIBLE MATERIALS. 4. STOREFRONT 15 TO BE SUPPORTED FROM NE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE BULKHEAD OR SIGNBAND. ONLY APPROVED LATERAL BRACING TO NE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. 5. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE LANDLORD REPRESENTATIVE PRIOR TO NE COMMENCEMENT OF WORK, GENERAL CONTRACTOR SHALL ENSURE CHAT ALL SLAB PENETRATIONS WITHIN NE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. +b. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE PROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. 1. PATCH 4 FIRE STOP G.WB PARTITIONS, IF RATED, AS REQ'D BY LOCAL CODES. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON NE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 9. APPROVED FIRE EXTINGUISHERS 5I4ALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS NAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. NE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO TI4E UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. NE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. Il. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 12. PROVIDE 4 INSTALL BROWN PAPER COVERING TO NE STOREFRONT GLAZING DURING MERCHANDISING. 13. MOBILE SHELVING UNITS WHEN SPECIFIED -PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OP UNITS. INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION. 14. WHEN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/10-050 OR EQUIVILANT. CONSTRUCTION NOTES LANDLORD NOTE: EXISITING SLAB IS 9 1/2" STRUCTURAL SLAB. G.C. TO RETAIN SERVICES OF STRUCTURAL ENGINEER FOR ALL SLAB PENETRATIONS AND TRENCH WORK SUBMIT STRUCTURAL PLANS PRIOR TO CORING/TRENCHING. REQUIRED STRUCTURAL ENGINEER: WARBOR CONSULTING ENGINEERS 3006 FUI-IRMAN AVE EAST SEATTLE WA 98102 FOR PARTITION TYPES 4 DETAILS SEE SHEET Al2a 0 SEE SHEET A1.1 FOR SCHEDULES AND ADDITIONAL INFORMATION. a P o 24'-0" 51; 9'-2" 5� 5'-0" 51 1 Ank AMINE& A-1.4 24'-0" 400 24'-0" ADJACENT TENANT ( -1 1/4" 1_011 1 1/4'=--N\ FTA FITTING ROOM lam I =i11111111111111—1 rr�_rr�r�rreir ��r�r�r��rr�rr�mor�r_rrover rte■ rasaviirrd:■ar�r�wiram:1- rrmrnr�r eriorr mr�+r�r lr��_■ra—Arui�r��r�r�■�r�r osa-��mir�r�� a■ ic-7wa■_ ruNwurw s+ -- — STRAPPI TYPE A FTA SALES AREA 24'-9 3/8" CASHWRAP/ BACKWRAP LINE OF SOFFIT (ABOVE) NON -SALES SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. 11:1:11111111:3111111:1111:11111.11:11 CASI-IWRAP 4 BACKWRAP CONSTRUCTION MALL COMMON AREA I"1'-0" 26 '-8" STRAPPING TYPE A ms r■■■■u■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IIM E.z•z.z.z•1•14M1._.=.:ria:•14 klerr_�We�z��•71 Mr411,:._r.:•T•:K.I•TAW•14 .1.:•11 IIK•1.1•:.1*. R.1•zVzKKG:.14►.:a�:��a��■�+ Emir- m PZ VESTIBULE CASHUIRAP 4 BACKWRAP CONSTRUCTION 31'-11 3/8" FZ FITTING ROOM REVIEWED FOR CODE COMPLIANCE 3-24-17 APPROVED AS NOTED MAY 10 2017 7,974 SQ. FT. City of Tukwila 4,641 SQ. FT. BUILDING DIVISION FTA -008 FZ SALES AREA KFL SALES AREA AREA OF NETWORKING CABINET. GENERAL CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED TO SUPPORT 150 LBS. SEE 5/E4.0 LINE OF SOFFIT (ABOVE) REI CITY 0 MN PERMIT CENTER 1'-11 1/8" 40'-9 1/8" +/- &1'-11 1/2" ADJACENT TENANT Alikk =WO NC I03'-2 3/8 Ir IM N ION CONSTRUCTION PLAN SCALE: 1/4" = FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGT REVISINS NO. DESCRIPTION DATE n OWNER/ LANDLORD/ PERMIT COMMENTS 4-25-11 0 0 '44 zs< 0 Q J^ J J W Q H w � _JW W �zQ frW (0 az� � oCwD (V S 1.3a D CL 0 CO (n N U) W H SHEET TITLE CONSTRUCTION PLAN SHEET NO. A 1 ■ O FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 1 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0 0 '44 zs< 0 Q J^ J J W Q H w � _JW W �zQ frW (0 az� � oCwD (V S 1.3a D CL 0 CO (n N U) W H SHEET TITLE CONSTRUCTION PLAN SHEET NO. A 1 ■ O FA GSP PROTOTYPE RELEASE 3.0 l FOOT LOCKER INC. • STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: LJARC� HTECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN R.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASH1 GTO .1/ 11 k A Op" DOOR NUM3ER DOOR TYPE SIZE/LOCATION F11\11514I.,,I FRAME �-. I--IDUJ. R, I -1/J p�T�IL THRESH DE:.rAIL RATIN[ REMARKS I. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. ADA 4.135 DOOR WIDTH AND HEIGHTS: REQUIRED EXIT DOORWAYS ARE TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES HINGED REVISIONS(2/A1.3) C (2) 3'-6" X 10'-0" - I - - SEE NOTES (o, 2. IF NEW, ALL HARDWARE IS TO BE 260D FINISH. DOOR WIDE. FOR DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 -DEC=REE ANGLE FROM ITS CLOSED POSITION AT LEAST ONE OFA NO. DESCRIPTION DATE MALL TO SALES -'QSS - 10, 11, 12 HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36" OR PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 -INCH � OIi.NER/ LANDLORD/ iRM(T COMMENTS 4 -25 -ii (2) 3'-(0"" X 10'-0" MORE THAN 48" ABOVE FLOOR. CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OP 80 / l i 2C E MALL TO SALES GLASS - I - - - SEE NOTES 6a, 10, 11, 12 3. OMITTED. INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO O F 3'-0" X 4'-9" X 1 3/4" PRE -FIN. PRE -FAQ I/41 - - POOR TO BE PROVIDED BY TENANT 4. A NEW SECURITY SCHEDULE. THESE AREAS WOULD ALSO HAVE TO HAVE A 32 -INCH CLEAR OPENING. PEST. TO FITTING Rh? WOOD4 VENDOR AND INSTALLED BY G.C. EXIT DEVICE PER DOOR 3'-0" X 4'-9" X 1 1/8" DOOR TO BE PROVIDED SY TENANT EXIT DEVICE FURNISHED AND INSTALLED BY TENANTS ADA 4.138 THRESHOLDS: O C VEST. TO FITTING R"1 PRE -FIN. WOOD 1/A-1.4 - - VENDOR AND INSTALLED BY G.C. AUTHORIZED VENDOR SECURITY SOLUTIONS. (800-316-1600A SEE 8/E4.1 FOR GENERAL CONTRACTORS THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2" INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO O B 3'-0" X T-0" X 1 3/4" CORRIDOR TO TOILET PTD. METAL 3 (o 41/A-1.4 - - SEE NOTES 1,2,8 RESPONSIBILITIES. THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4" INCH. 3'-0" X i'-0" X 1 3/4" 5. OMITTED. ADA 4.13.9 HARDWARE S CORRIDOR TO TOILET PTD. METAL 3 64 1/A -L4 - - SEE NOTES 1,2,8 6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO SE CENTERED AND 44 INCHES ® EXIST. EXIST. CORRIDOR TO EXIT PTD. EXIST. 5 EXIST. - EXIST. _ • I 4 - TENANT TO REPAIR TO A -N W COI ION AS REQUIRED. I WITHOUT ll -I USM o� A f<41 -ole ANY sPECIAL KNOWLEDcsl= OR EFFORT. BETWEEN 30 HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND� ACTIVATED AND WHICH A144"5IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, 1 HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS WHEN PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. DATE: REQUIRED BY THE LANDLORD LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN 3-24-17 CRITERIA. THE DIRECTION OF EGRESS_ S UNDER CUT TOILET ROOM DOOR I" TO PROVIDE AIR ADA 4.13.10 CLOSERS: SCALE: AS NOTED FLOW. THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 85 LBS. FOR 1 9. OMITTED. EXTERIOR DOORS AND 3 LBS_ FOR INTERIOR DOORS, REQ'D FIRE DOORS MAY REQUIRE UP TO 15 LBS. PRESSURE. THE IS TO GROSS AREA: 7,974 SQ. FT. PRESSURE BE MEASURED AT RIGHT ANGLES TO HINGED DOORS MD AT THE CENTER PLANE OF SLIDING 10. PROVIDE TENANT WITH (2) KEYS (BY SECURITY DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY SE SALES AREA: 4,641 SQ. FT. VENDOR) UTILIZED TO MEET THE REQUIREMENTS. 11. LOCKING DEVICE SHALL SE READILY DISTINGUISHABLE ADA 4.14 ENTRANCES: PROJECT # : FTA -008 AS BEING LOCKED ALL PRIMARY ENTRANCES TO BUILDINGS AND 12. A SIGN SHALL BE POSTED ON EGRESS SIDE OF BOTTOM FACILITIES ARE REQUIRED TO SE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS "ANY ENTRANCE TO A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC DRAWN BY: STAFF DENOTES AN ALL HARDWARE RAIL STATING THIS DOOR TO REMAIN UNLOCK WHEN SPACE MAJOR FUNCTION OF THE FACILITY." HANDICAPPED RECESSED DOORMATS ARE t0 COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS OCUPIED. .. EXISTING DOOR ALL EGRESS DOORS SHALL SE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE SIGN SHALL SE CONTRAS ING BACKGROUND IN LETTERS 1" HIGH ON A REQUIRED To BE ANCHORED t0 PREVENT INTERFERENCE WITH WHEELCHAIR DOOR AND FRAME SCHEDULE (, SEE A3.0 FOR F IN I 614E5) TRAI=FIC. ADA 4.30 ENTRANCE SIGNS: Ikids Foot Locker SET NO. I SET NO. 3 SET NO. 4 SET NO. ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL SE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL SIGNS, CR L4URENCE CO. OR EQUAL 1 I/2- HARWARE FURNISHED SY DIRECTIONAL AS REQUIRED. TO TO TEL: 1-800-421-6144 LEFT BotTa`i DOOR RAIL uuo Lout 1.HR6SBStzc PAIR OF BUTTS 1 - PRIVACY LOCK SET VENDOR, INSTALLED BY T.G.C. 1 1/2 - PAIR OF BUTTS 1 - PANIC HARDWARE SE VISIBLE PERSONS ALONG APPROACHING PEDESTRIAN WAYS. RIGGI-IT BOTTOM DOOR RAIL U. LOCK SES12CL TOP DOOR PATCH: 120A58 SIDELITE TRANSOM PATCH: "f'H4055 (IF REQ'D) 1 - WALL STOP 3 - SILENCERS 2 - KICK PLATES 2- STANLEY "F-1-(0 SPRING LOADED HINGES 4 1/2" X 4 1/2" FIN D26 SET 5 1 - WALL STOP TPULL I44 NDLES: CRI. B1 S G PIVOT IED STAINLESS FINISH 12" EXTRA LENGTH LADDER STYLE GLASS MOUNTED OFFSET BACK -To -BACK RILL HANDLES: WI2XZBS CLOSER: CLOSER: CONCEALED FLOOR MOUNTED TYPE J990NH0D DUST PROOF KEEPERS (FOR OPEN POSITION): AMR201PS FINISH: (BS) BRUSHED STAINLESS I - WALL STOP, SATIN CHROME 1- SCHITER' 580 PD STOREROOM LEVERSET FIN D26 HARDWARE FURNISHED E INSTALLED BY T.G.G I- DOOR STOP, IF REQUIRED. 2 - CLOS- KICK ER 1 - PEEP 1 -IDLE - WALL ST 1 CHROME OP, SATIN OO o F- (n r IVES STANDARD WEIGHT 5 KNUCKLE LEVEL 3 SECURITY SPEC.- EXITING DIRECTLY TO EXTERIOR OF BUILDING BEARING HINGES 415 SSA 4 1/2" X 4" PANIC HARDWARE SET "B" • REVIEWED FOR CODE COMPLIANCE PASSAGE SET: SARGENT I0U15 'L' LEVER DESIGN PRIVACY LOCK SET: SARGENT 101,465 'L' LEVER DESIGN 4S3TEL220 - 4 POINT TRIDENT SECURITY LOCK CLOSER: CORRIN RUSSWIN DC6200 SERIES IDL14182800 - DOOR LOOP - FOR AC POWER KICK PLATE: IVES, X8400-S32D-12X34-CS 1PS1100000 - POWER SUPPLY (NO BATTERY) WALL STOP: IVES, #40'iGGV 316B03A4C2 - MORTISE CYLINDER - FOOTLOCKER APPR®VE® MAY 1 O 2017 W ()CC J J W W — LL I— f- Z Q = SILENCER IVES, *SR64 K204FACTRY - FACTORY COMBINATION KEY(� REDUCER STRIP: SEE SILL DETAILSbli Cf Tukwila ISI Cl11LOi�G atVISICSN U .. Plii—T COCCI IW- o z i=-- 1" HARDWARE SETS DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA 20 _� cc w w 0 0 i CO DG ," lc �o I__A U") D If3 NOTE: REFER TO DOOR AND HARDWARE SET SCHEDULES II U11 o Q�,, 0 co � 41.43" 3'-0" 3" SHEET A1.I Vvl CN 3" �`3"t�I 3'-0" 1'-0" 4, tAFF. opW 4 I o 31_0u 2"3�_0: CC i i \ OPEN I. 0 H \\ \, . , E OPEN i' �\ 111-1 I tf� - IJ Q \\ N\ 3" x 3/4" SOLID / \ N� 3" x 3/4" SOLID N \ SOD FRAME It w / \ N \ W.ODFRAME A1.4 r--.'LaICT \ in N IA // i \ K► N IA was � 'a,' J AI.4 j ' AI4, r r �\ SHEET TITLE �/ �/ _ C-� �� LOCKSET FIELD MORTISED (DOOR ONLY) 0 I \/ \\ i' / ` G.` '' /' 7' LOCKSET FIELD MORTISED (DOOR ONLY) RECEIVED CITY OF TUKWILA - �r ��, �' '' �; CONSTRUCTION I OPEN \\- '/' 7- OPEN MAY 022017 �7 i SCHEDULES HOLLOW CORE PREFIN. SOLID PAIR OF GLASS DOORS PREFIN. SOLID CORE WOOD DOOR CORE DOOR RIFT CUT OAK DOOR DOOR TYPE ILII DOOR TYPE IICII IIEII DOOR TYPE IIFII a METAL DOOR FRAME 'ER CENTER & NOTES DOOR TYPE FOOTACTION FITTING ROOM STOREFRONT ENTRANCE FLY ZONE FITTING ROOM SHEET NO. Al .1 DOOR TYPES SCALE: 3/8" =1'-0' FA GSP PROTOTYPE RELEASE 3.0 1) ALL METAL STUDS TO 13E CEMCO I.C.13.O. *3403-P 3 5/8" x 25 GA. AT 16" O.C. TI-IROUGI-IDUT STORE AND 3 5/8" X 25 GAUGE AT 16" o.c. AT STOREFRONT UNLESS NOTED OTI-IERWISE. ALLOWABLE UNBRACED +-IE IGI-IT AS PER CHART BELOW. METAL STUD SIZE MAXIMUM UN-BRACED HEIGI-IT 1 1 1 1 1 LOCKER, T FOOT INC. 3 5/8" X 25 GA. 11'-3" 3 5/8" X 20 GA. 14'-0° 3 5/8" X 16 GA. 18' -0"-� 6" X 20 GA. 21'� 0"' 6" X 16 GA. 25'-0" 2) ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND I.C.B.O. * TO SE STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING DEPARTMENT. 3) ALL GYP. WALL BOARD TO BE 5/S" TYPE "X" THROUGHOUT. ATTACH w/ I" TYPE S DRYWALL SCREWS 12" O.C. VERTICALLY AT STUDS AND S" O.C. AROUND PERIMETER_ STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 / Al2b 1 / Al2b �--�, \ / A121:7/ �--�.-�.-�. Ai2b 1 / Al2b DECK ( ( DECK ( DECK ( DECK ( DECK �--./ - \ �! 3 5/8" MIL. FRAMING 9 16" O.G. \._! \ _./ d $ 3 5/8" MTL. FRAMING 16" \_ NON-SALES 0 SALES KIDS FOOT 0' 0 W/ (I) LAYER 5/8" TYPE "X" G.W.B. RUN FROM FINISH FLOOR TO UNDERSIDE OF DECK ON Borth SIDES FOOTACTION � O.G. W/ (1) LAYER 5/8" TYPE "X" G.W.B. RUN FROM FINISH FLOOR TO UNDERSIDE OF DECK � _ —} =4 FIN. CLC.$ - :a FIN. CLC. 6375 ARCHITECT: 4 CECTUR ,K. RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 014.255.4048 , (1) LAYER OF 5/8" "TYPE X" _ (I) LAYER OF 5/S" "TYPE X" 3 5/5" MTL. STUDS 6 16" O.C. WITH 5/8" TYPE "X" G.W.B. TO UNDERSIDE OF DECK ABOVE "x" METAL STUDS BRACE CHART G.W.S. RUN FROM SLAB TO / TIGHT TO DECK ABOVE (1) LAYER OF 5/8" "TYPE X" AT PARTITIONS AND/OR FURRING (SALES AREA SIDE ONLY) REFER TO PERIMETER WALL FIXTURE SYSTEM DETAILS FOR METAL STRAPPING (BLOCKING) REQUIREMENTS. FERE RETARDANT PLYWOOD G.W.B. RUN FROM SLAB TO 6" PAST FINISHED CEILING. 3 5/8" MTL. STUDS 6 16" O.C. G.W.B. RUN FROM SLAB TO 6" PAST FINISHED CEILING. 3 5/S" MTL: STUDS 6 16" O.G. ` SEE PLAN NOTES ENGINEER: 8" METAL JOISTS e 16" 0 (I) LAYER 5/8" TYPE GYP. SD. RUN FROM SLAB TO 24" ABOVE STOCKROOM SHELVING IN STOCKROOM. (UNRATED PARTITION) DAVID W. MULLEN P.E. � 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 FITTING ROOM/ _ O.C. SALES AREA LOCKER SALES AREA• SALES AREA _ _ _ 3-5/8" BOTTOM TRACK FIN. FLR vESITBULE 5/8" TYPE "X" G.W.B. FIRE RATED CEILING 3 5/8" MTL. X 20 GA. STUDS ENGINEERINGGROUP - 6 16" O.G. 3-5/S" BOTTOM TRACK FIN. FLR SEAL 3-5/8" BOTTOM TRACK FIN. FLR 3-5/8" BOTTOM TRACK FIN. FLR 3-5/8" BOTTOM TRACK 1 FIN. FLR 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON 5 Ii $ $ $ $ $ EXISTING INTERIOR PARTITION TO INTERIOR PARTITION INTERIOR PARTITION INTERIOR D PARTITION INTERIOR PARTITION INTERIOR PARTITION REVISIONS REMAIN. PATCH AND REPAIR AS NO. DESCRIPTION DATE FOR REQ'D ANY NEW FINISHES. DEMISING PARTITION AI oulrlEwLANDLORD/ PERMIT COMMENTS -2';-» 5 NEW PARTITION ADDED Al PARTITION TYPE "A" PARTITION TYPE "B" PARTITION TYPE "C" PARTITION TYPE "D" PARTITION TYPE "E" PARTITION TYPE "F" DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. AUL, 4121:v PROJECT # : FTA-008 ( i DECK 00 DECK (I) /8" " �' LAYER OF 5 TYPE $ DRAWN BY: STAFF _4-, Foot Locker ...... 3/4" FIRE RETARDANT PLYWOOD 3 5/8" TOP TRACK 3/4" FIRE RETARDANT PLYWOOD 6 TOP TRACK 3/4" FIRE RETARDANT PLYWOOD 3/4" FIRE RETARDANT PLYWOOD 1 X 4 WOOD TRIM 1 X 4 WOOD TRIM — 3 5/8" MTL. STUDS e 16" D.C. TD UNDERSIDE OF DECK A OV E "X" Ai.4 i � A1.4 0 X G.W.B. 70NI:TalAS5L0A13 TOB VE 3 5/S" MTL. STUDS 16" O.C. SEE PLAN SEE PLAN / `SEE PLAN � I SIM. SEE PLANTIGHT 8" METAL JOISTS e 16" O.G. 5/8" TYPE "X" G.W.B. - 8" METAL JOISTS ® 16" O.C. 518" TYPE "X" G.W.B. TFIEL | MAL 1Apa,„,j § 1 05 STOF 8" METAL JOISTS 6 16" D.C. 5/S" TYPE "X" _ 8" METAL JOISTS 6 16" D.C. 5/5" TYPE "X" G.W.B. , - (1) LAYER 5/8" TYPE GYP. SD. BOTH SIDES RUN FROM SLAB TO 24" ABOVE STOCKROOM SHELVING IN STOCKROOM. (UNRATED PARTITION) J) .ctCEILING Qom_ _ FROM SLAB UP TO ABOVE. (TYP.) 3 5/S" METAL STUDS !L _ FROM SLAB UP TO CEILING ABOVE."zT (TYP.) 6" METAL STUDS 016" co G.W.B. FIRE RATED CEILING " 3 5/S METAL STUDS FIRE RATED CEILING �� " 6 METAL STUDS 916 -_ fi iiiSIDES A- 616" O.C. W/ 5/8" G.W.S. (FIRE RATED) SOT1-I 3 5/8" BOTTOM a iK O.C. W/ 5/8" G.W.B. (FIRE RATED) 50TH SIDES 6" BOTTOM TRACK p +- iZ i,iw � 616" O.C. W/ 5/8" G.W.S. (FIRE RATED) ROTI-4 SIDES p (K O.C. W/ 5/8" G.W.R. (FIRE RATED) BOTI-I SIDES TRACK FIN. FLR , FIN. FLR $ 3-5/8" BOTTOM TRACK FIN_ FLR 00 6" BOTTOM TRACK FIN. FLR _ ~ O I-' Q Lo 241 4:k 3-5/8" BOTTOM TRACK FIN. FLR 3-5/8" BOTTOM TRACK FIN. FLR i w N 4 6 o EcCl :.l'-I �� 114 W O Q 1. eo $ eo $ REVIEWED FOR CODE COMPLIANCE _ , APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION SHEET TITLE PARTITION TYPES SHEET NO. Al n2a 1101101111 INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION RECEIVED CITY ©FTU DtIlILA MAY 02 2017 PLATFORM PLATFORM b PERMIT CENTER n 007 PARTITION TYPE "G" PARTITION TYPE "H" PARTITION TYPE "J" PARTITION TYPE "K" PARTITION TYPE "L" PARTITION TYPE "M" FA GSP PROTOTYPE RELEASE 3.0 FOOTLOCKER,INC. •� . 4.. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 •= ' . 12" METAL STRAPPING 5E1-1IND ALL THE WALL RAILS AS REQ'D ARCHITECT: ` g 6375 RIVERSIDE DRIVE ., • . SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 WALL RAIL DOES NOT EXTEND AT aACKWRAP. SEE 10/A-52 FOR ADDITIONAL ENGINEER: • :.+ INFORMATION r DAVID W. MULLEN R.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 . ,�; ENGINEERINGGROUP •..° SEAL 6986 .. •:: _� 4.. .. - REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON nc.� �. REVISIONS " °`' NO. DESCRIPTION DATE A GUAM LANDLORD/ PERIIT COMMENTS 4-25-11 • :ti . - METAL 12" STRAPPING• - ' 5E1-4IND ALL THE WALL .. • "' RAILS AS REQ'D DATE: 3 5/8" x 20 GA. STUD AT 4'-0" D.C. : 3-24-17 (MIN.) OR AS REQUIRED. CLIP STUD END AS REQUIRED AND ATTACH TO : = •,; ' SCALE: AS NOTED EXISTING TOP CI-IORD STRUCTURE EXISTING :GROSS WITH (1) .145" DIA. P.A.F. AT EACH STRUCTURE - . AREA: 7,974S Q. FT. END. ,> B.O. OF PLUGMOLD 1 )M HIGHEST POINT FINISH FLOOR P-4" 11-4" ;. T.O. WALL 3RD RAIL SALES AREA: Al2b ... 4,641 SQ. FT. s (2)�SSCREWS AtEAGI-I STUD �� ° • PROJECT # : DECK -. FTA -008 LOCATION .,-- - • • DRAWN BY: STAFF - WALL RAIL DOES NOT — — — — — — — - •SEE . " EXTEND AT BACKWRAP. 10/A-52 FOR . —^ I . • ADDITIONAL ti Foot Locker 1 — — ' 0 FIN. CLC. • •. INFORMATION I i a • LJECT TITLE ITER WESTFIELD }(CENTER MALL .A, WA 9:1:8 > 16 - UITE 1051 56 KFL STOREW461 12" METAL STRAPPING 15EI-1IND ALL THE WALL RAILS AS REQ'D CONTINUOUS 18 GA. DEEP LEG TRACK. u ::. 1/2" CLEAR SLIP CONNECTION : EACH SIDE OF • BRIDGING AT 8" FROM STUD (T1'P.) ° (1) LATER OF 5/8" "TYPE X" ' • - TOP MANUFACTURER'S :: = PER 3 5/8" METAL RECOMMENDATION STUDS AT 16" O.C. G.W.B. RUN FROM SLAB TO 6" PAST FINISHCEILING. .. •. • ,II ,ED PARALLEL TO STRUCTURE •:; .• 3 5/8" MIL. STUDS 6 16" D.G.-• • a - ATTACH TRACK TO EXISTING _ ,. 1 . BAR JOIST TOP CHORD WITH (2) .145" DIA. P.A.F. (EACH JOIST LOCATION) uu " .: NOTE: i OF STRAPPING —B SI-4ALL 5E BEl-4IND WALL RAIL '� I— --j v Lo O I— Q ° rtnii D O o °- `: IX CV 3-5/8" BOTTOM TRACK (f j o W FOR FIN. PLR REVIEWED (j CC -� -� :H. , '1I CODE COMPLIANCE APPROVED 0 ,.. • �' IN .. • MAY 102017 0 i'- i ... • C;i�yl of Tukwila 111 Lila Q L SIDILDfNG DIVISION CONTINUOUS 18 GA. TRACK. 1/2" CLEAR DEEP LEG SLIP CONNECTION � V V V V V �.�-111,11`► SHEET TITLE EACH SIDE OF STUD (TSI -P.) BRIDGING AT 8" FROM TOP RECEIVED C1TV OF TUKWIL�► MAY o2 2017 PARTITION O N TYPES PER MANUFACTURER'S 3 5/8" METAL STUDS RECOMMENDATION AT 16" O.G. INTERIOR PARS` I T I O1�1 P ti 0 ': PERPENDICULAR TO STRUCTURE .... ::.:; - FIN. FLR FOOTACTION ONLY STRAPPING TYPE 'A' . SHEET NO. Al .2b 0 CONNECTION DETAILS PARTITION TYPE "P" pLUG MOLDM/ALL RAIL DETAIL SCALE: 3n -,'-O". FA GSP PROTOTYPE RELEASE 3.0 Ai3 FOOTLOCKER INC. WALL RAIL CORNER �� ,11 CONNECTOR BY ARTITALIA. 2'-2" POWERDERCOATED BLACK 1/2" GYP. BD. FiNISH TO BE ' FfNiSH PAINTED (PT -1) ON 5/8" GYP. BD. BACKING : • 1/2" GYP. SD. FiNISI-1 TO SE EXG STRUCTURAL 1 1/8" I'—ll 3/4" ("'1 t/8"• PAINTED (PT -1) ON 5/8" COLUMN STORE PLANNING DEPT. (2) ROWS OF PERIMETER WALL RAIL FiXTURE SYSTEM .... : GYP. BD. BACKING AT 4'-5"AND T-1"OC. AND :'' = "X" •: ASSOCIATED FASTENERS t0 5/8" TYPE GYP. SD _ ..:: "OWN LOCATION of IT' BE SUPPLIED BY FIXTURE 3-5/S" METAL STUD 330 WEST 34TH STREET • GRAPHIC . NEW YORI�C, NY VENDOR AND INSTALLED FRAMING ., . , _.�.. \ BY G.C. - G.G. TO t �. �. ' 5/8" TYPE "X" GYP. t =��u• ' 10001 - COORDINATE AS REQUIRED. HORIZONTAL WALL RAILS TO - . BD 3-5/8" METAL SCUD 5/8" GYP. SD OVER BE cut r0 SIZE ON SITE •`'' : . :.,"` FRAMING METAL FRAMING EXISTING COLUMN • • "L" ARCHITECT: �`, ENCLOSURE. REPAIR AS "L" BEAD AT FINISHED BEAD AT FINISHED EDGES TO U REQUIRED TO MAINTAIN" EDGES TO SE PAINTED • SE PAINTED ' PT -1 ...:... PT -1 f 0_ CURRENT RATING. M • t ` - iX i WITI-1 i/a QUI RIG POPLAR "" � �' - "l •- " - .. . .. WOODEN BASE B OW EL p r � N xi .. ... ... - WOODEN CORNER TO BE n - r .. ., w8 6 10 - - _ a PROVIDED BY TENANT VENDOR + GWB ENCLOSURE DETAIL ( KFLl & FZ 1 ( } f �, _ ,_ �, SCALE: 1 1/2 -, o 5375 RIVERSIDE DRIVE ,: u _ AND INSTALLED BY GC. 1 �� WITH 1/8 QUIRK Ai3 I t A13 oo xl POPLAR (110 WOODEN CORNER TO BE - L PROVIDED BY TENANT EXiSfTNG DRAiN TO SUITE 220 = VENDOR AND INSTALLED BY ROOF DUBLIN, OH 43017 ,�= WOOD 4. 1CONNECTOR SASE BELOW WALL RAIL CORNER PROVIDED BY TENANT VENDOR AND G.C. t_1 TYP. A13 A EXG STRUCTURAL COLUMN PHONE: 614.255.4048 ...................... ,. :' INSTALLED BY G.C. CALL —� RAIL END CAPS t0 SE PROVIDED SY TENANT SUTTON HEAD SCREW 4" LONG. SCREW AI3 • VENDOR AND INSTALLED BY �1111 - � � MUSMINIMUM C PENETRATE WOODEN BASE BELOW 3 _ a: u - E STRAPPING AND STUD. ENGINEER: Au WB -6 HORIZONTAL WALL RAILS •t0 BE CUT TO SiZE ON SITE m ~ NOTE: SCREW HEAD MUST m -n - a BE LOW PROFILE. �1 ENLARGED COLUMN DETAIL (FTA) SCALE: 11/2" -1'-0" ENLARGED COLUMN DETAIL "A" (FTA) SCALE: 6" =1'-0" ENLARGED COLUMN DETAIL "B" (FTA} SCALE: 6" =1'-0" DAVID W. MULLEN P.E. c i O0 NEW METAL STRAPPING BETWEEN STUDS AND GYPSUM 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 1/2" GYP. BD. FINISH TO ::: , 1/2" GYP. BD. FINISH TO SE ni 0 0 r� `-� BOARD. BE0 PAINTED (PT -I) ON 5/8" GYP. BD. BACKING• • . PAINTED (PT -1) ON 5!8" GYP. BD. BACKING - _ 0 N 614-225-1580 N G.W5. TC I'-10 CENTER C TO CENTER PLUGMOLD. ALL (4) SiDES- ENGINEERINGGROUP PT -1 SMItHHAVEN PANEL VARIES �` ` �V`. V 5/8" TYPE "X" GYP. S D -� . 5.0. DECK 3-5/8" METAL STUD FRAMING � _ _ WOODEN BASE BELOW WS -6 2 X 4 WOOD POSTSFOREN SEAL • "l "BEAD AT FINISHED - " "X" 5!8 TYPEGYP. B D EDGES t0 BE PAINTED ':—� '-` . SCUD -- PLUG MOLD. �— m p_ ALL (4) SiDES. PT -1:: 1"xl" WITH i/8" " � = ` = FRAMINMC*ETAL "L" NEW 5/8" GYPSUM ' -WOODEN QUIRK POPLAR CORNER TO PROVIDED B TENANT BE VENDOR :.:= .:.>- I� .: t 8 BEAD AT FINISHED EDGESPTO SE PAINTED ,z ,._ 'T 0ARD ON NEW METALL KiiMa.�9.7:7! FRAMING -I (ALL SIDES). AND INSTALLED SY G.C. - r PETER S. MACRAE : �. 1"x1" WITH 1/8" QUIRK 3/4" 11-10 1/2" �� 3 3/4 TVP- CENTER OF POST TVP. TO CENTER OF POST 2'-6" WOOD BASE BELOW E STATE OF WASHINGTI N A � • • ^ - _ - - : • , • , POPLAR WOODEN CORNER ' " TO BE PROVIDED SY TENANT VENDOR AND WOODEN BASE BELOW - INSTALLED BY G.G. 11113-6 I" REFER TO PLAN CDG.W.B. TO G.W.S.GWB / REFER TO PLAN 1" Jr' / REVISIONS . • • . • - . . ENLARGED COLUMN DETAIL "A" (FTA} SCALE: 6" =1'-0" 6 ; ENLARGED COLUMN DETAIL "B" (FTA} SCALE: 6" -1'-0" i COLUMN ENCLOSURE DETAIL (KFL) SCALE: 1 1/2" =1'-0" NO. DESCRIPTION DATE � / \ MEW LANVIDLM/ PERMIT COMMENTS 4-25-11 - do14 I0'-2" AFF. ' TOP OF GRAPHIC ' • .. PT -i .. . a_ • DATE: 3-24-17 OUTLINE OF • DISPLAY PANEL SCALE: AS NOTED ' 1 ELECTRICAL WHiP TO FEED PLUGMOLD GROSS AREA: 7 974 SQ. FT, .- MIRROR PANEL SUPPLIED N SALES AREA: 4 641 SQ. FT. - • - COLUMN PANEL SUPPLIED BY TENANT VENDOR AND BY TENANT VENDOR AND INSTALLED BY G.C. INSTALLED BY G.C. PLUG MOLD s �n m Io- ` LEGRAND PLUGMOLD PROJECT # : FTA -008 • - . . - • • • • — _ • 0 �"20GB206 ° ° DRAWN BY: STAFF ° p •-.° 2" x 4" WOOD rt' -I" A.F.F. T-1" AFF- 'f'-1" ° no p SHELF BETWEEN s ° o A.F.F. OF WALL RAIL ° °IV I p p 6 POSTS a_IllriCENTERLINE CENTERLINE OF WALL RAiL � CENTERLINE OP WALL RAIL • 3 DD ° p °0 i 03 _ AIN \ HORIZONTAL • WALL RAIL END CAPS WALL RAIL CORNER CONNECTOR itilts �o o0 3'-10" MOUNTING HOLES 3'-10" MOUNTING HOLES gop poi G.C. SHALL ION* • q4 p 4 ° ° p ° ° p @ INSTALL 3 ROWS OF 12" WIDE METAL STRAPPING • .� /a1 WALL RAIL CORNER CONNECTOR 1 p p UNDER NEW GYPSUM BOARD a ° o ° SU85TR4tE_ ;111 • • •HORIZONTAL • • . • •'. •' " • A13 / AL3 �• A13 IT) EJECT TITLE JTER WESTFIELE 'HCENTER MALI. A, WA 98188 16 -SUITE 1051 56 KFL STOR p p v p pR it °° B z w o p a a p p p 6 m WALL RAIL END GAPS U _ o o 0 fl 4'-5" AFF. 2 c — ° 4'-5" AFF. 0 4'-5" AFF. - , . • CENTERLINE OF WALL RAIL = AI3 ° CENTERLINE OF WALL RAiL ° U 4 ` p °p p ° p p •;p TOP OF CORNER TRIM CENTERLINE OF WALL RAIL .- n� p p p ° p� U� p p p 7 3 WALL RAIL CORNER •D , •, CONNECTOR WALL RAIL END CAP o p o COLUMN ENCLOSURE TO BE PAINTED .• � • /ATTACHED COLUMN PANEL (PA—CP) • • COLUMN MIRROR (FA-MHANG24) TO WALL RAIL SYSTEM BEHIND = ATTACHED TO WALL RAILS BEHIND p 4_ p p I SFP-4 o a z p 6 tL p ° p p o ° p REVIEWED FOR CODE COMPLIANCE APPROVED p1 p p pR p o p p MOUNTING HOLES ,� ON POST. 50TH — HOLES MUST SE @ 4... O I`, I J , w cc 0 I— (,) • ..,• 1"xi" WITH i/8" QUiRK, CORNER ' 1"x1" WITH 1/S" QUIRK, CORNER I "xl" WITH 1!8" • QUIRK, CORNER POPLAR WOOD MOLDING POPLAR WOOD MOLDING • SUPPLIED BY TENANT AND SUPPLIED TENANT POPLAR WOOD MOLDING • INSTALLED SY AND SUPPLIED BY TENANT AND • BY G C. INSTALLED BY G.C. INSTALLED BY G.C. �t- Pt -I PT -1 0 ' o USED AND SCREWS 1-^ G'� .. tA` 10 2917 p h :- MU o PRSf LE ADS-+ Wp BE OF FEndiST+-(AVEL • / p § - p LENGTH P-6" AFF, p ° p p ° City of Tukwila '. BUILDING DIVISION :, u p p p p TO FULLY RECEIVED PENETRATE MET, I y OF STRAPPING. MAY TUKWWILA 02 X017 SHEET TITLE B.O. OF COLUMN " GRAPHIC - ,•./ • ° o a ° PERMIT CENTER COLUMN • • " w8-6 5 •CID ® 6 . .. •• AI3 •- AI3 lop ° OUTLINE OF 1,a" P. PANEL DETAILS l _- p p ,l zd,�, i= III Zg z --I ep p z IL , , --ww. '' : N - ``I \\7 WOOD IUB -6 �`_ _ � BASE � fL ‘N‘NNN‘ A ,� 0.-0., A.F.F. � O � Q O O \ \ \ 0'-0" A.F.P. k O 0 N. \ \ \ 0 O 0 \ N \ \ ,_ „ 0 0 AFF. _ /..- � IV FINISH FLOOR FiNISH FLOOR 1-1 FINISH FLOOR SHEET NO. Al n 3 8 COLUMN ELEVATION: "OWN IT" GRAPHIC SCALE: 1 1/2" =1'-0" 9 COLUMN ELEVATION: MIRROR SCALE: 1 1/2" =1'-0" 10 ; COLUMN ELEVATION: COLUMN PANEL SCALE: 1 1/2" =1'-0" COLUMN ELEVATION: KIDS FOOT LOCKER SCALE: 1 1/2" •1'-0" FA GSP PROTOTYPE RELEASE 3.0 9'-2" 4 41-0" 1/2" 31_511 11-4 1/2" 1 rt OP BENCH PROJECT # : FTA -008 I-IANGING ROD \ ./ OPEN OPEN N \ \N / / ' FA-PRHB , , N ; / / n N / 0 FA -PRM$ / / OF PITTINC- ROOM DOOM / -/ I 0il42 AI.4 \ FITTING i / TYP, ROOM 10" / \ 1'_ai, HOOKS %�- FA-FRMM N bil 3'-0" 5'481' MIRROR 5'-2" 5'-0" � ep 0 t c FITTING ROOM DOOR 6'-9 1/2" 3'-0" tp 10'-1 1/2" t4" ENLARGED FITTING ROOM PLAN (FOOTACTION) OPEN TO SALE7 \ REA FINISH CEILING DOOR TRIM ELEVATION 5 \ \ / / \ / \ / \ / \ / OPEN TO STOCK AREA / \/ / \ / \/ / \ / I \ A SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF \ ./ OPEN OPEN N \ \N / / ' EQ. // , N ; / 0 7 / / / / / -/ / OPEN / ELEVATION 1 CJ cik FINISH FLOOR FINISH CEILING T-� DOOR TRIM ELEVATION 6 FINISH FLOOR ELEVATION 8 NOTE: L ALL WALL FINISI4E5 TO BE I" ABOVE FINISI-I FLOOR. BASED TO BE APPLIED AFTERWARDS 2. ALL VISUAL MAGNETIC PAINT APPLICATION TO BE k SMALLER THEN PROVIDED GRAPI-MIC DIMENSIONS FOOTACTION VESTIBULE: INTERIOR ELEVATIONS — GW.B. ON METAL FRAMING (TYP.) INSTALL CORNER GUARD OVER ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) ON METAL FRAMING (TYP.) 2" X 2" X 12" HIGH CORNER GUARD W/ CLEAR BRUSHED ALUMINUM FINISH BY TENANT GC NOTE: BOTTOM OF CORNER GUARD IS AT TOP OF THE WALL BASE. CORNER GUARD: NON SALES SCALE: 3"=1'-0" / / / 11 1l SCALE: 3/4"=1 `-0" FINISH CEILING di FINISH FLOOR FINISH 1-1 CEILING 3/4" FRT PLYWOOD OVER METAL STUDS REFER TO A6.0 FOR CEILING FINISHES REFER TO AL1 FOR PARTITION TYPES DECK DETAIL FINISH FLOOR SCALE: 1/2"=1'-0 1 X 4 WOOD TRIM 8" METAL JOISTS SCALE: 3"=1'-0" ELEVATION 1 cr WC -2 BENCH ELEVATION 3 5'-2" GRAPI4IC BY VENDOR FINISH CEILING PT -4 METAL BACKING REQ'D di FINISH FLOOR di FINISH CEILING SEE SHEET G-1.1 FOR VISUAL MAGNETIC INSTALLATION FINJSH FLOOR 1'-8" 10" 74- // T ELEVATION 2 4 1/2" 3'-5" BENCH di FINISH CEILING FITTING ROOM MIRROR TO BE PROVIDED BY VENDOR, INSTALLED BY G.C. FINISH 1-1 FLOOR FINISH CEILING 1'-4 I/2" / 9 '4- I ELEVATION 4 FINISH FLOOR NOTE: 1. ALL WALL FINISHES TO BE 1" ABOVE FNISl4 FLOOR BASED TO BE APPLIED AFTERWARDS 2. ALL VISUAL MAGNETIC PAINT APPLICATION TO SE k SMALLER THEN PROVIDED GRAPWIC DIMENSIONS FOOTACTION FITTING ROOM: INT. ELEVATIONS 3/4" PRT PLYWOOD CLG. REFER TO A6.0 FOR CEILING FINISHES FTA DECK DETAIL DOOR HEAD 3" 2" I X 4 WOOD TRIM 8" METAL JOIST5 SCALE: 3"=1'-0" G.W.B. ON MTL FRAMING (TYP.) 31-0" REFER TO PARTITION SCHEDULE FOR CONSTRUCTION GENERAL CONTRACTOR TO CUT CASING IN FIELD. MITER ALL CORNERS. SCALE: 1/2"=11-0" PASSAGE PARTIAL ELEVAATWOODTION CASING 1/2" 2" 4 1/8" G.W.B. ON MTL FRAMING VESTIBULE 11-0" A.F.F. WOOD CASINGS PLANE SMOOTH PRIOR TO PAINTING. TENANT G.G. SHALL INFILL ALL NAIL HOLES WITH WOOD PUTTY NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND INSTALLED BY TENANT'S G.C.JAMB AND TRIM BY TENANT G.C. HEADER DETAIL SCALE: 3"=1'-0" /2 3" DOOR JAMB FLY ZONE LOCKER FOOTACTION VESTIBULE 2"X4" NON -COMB STIR-NER. TYPICAL BOTH SIDES. FITTING ROOM IA P m SCALE: AS NOTED A SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF OPEN / / EQ. EQ. // } 4/ / / / / N NI N N N N N OPEN T — ELEVATION 1 cr WC -2 BENCH ELEVATION 3 5'-2" GRAPI4IC BY VENDOR FINISH CEILING PT -4 METAL BACKING REQ'D di FINISH FLOOR di FINISH CEILING SEE SHEET G-1.1 FOR VISUAL MAGNETIC INSTALLATION FINJSH FLOOR 1'-8" 10" 74- // T ELEVATION 2 4 1/2" 3'-5" BENCH di FINISH CEILING FITTING ROOM MIRROR TO BE PROVIDED BY VENDOR, INSTALLED BY G.C. FINISH 1-1 FLOOR FINISH CEILING 1'-4 I/2" / 9 '4- I ELEVATION 4 FINISH FLOOR NOTE: 1. ALL WALL FINISHES TO BE 1" ABOVE FNISl4 FLOOR BASED TO BE APPLIED AFTERWARDS 2. ALL VISUAL MAGNETIC PAINT APPLICATION TO SE k SMALLER THEN PROVIDED GRAPWIC DIMENSIONS FOOTACTION FITTING ROOM: INT. ELEVATIONS 3/4" PRT PLYWOOD CLG. REFER TO A6.0 FOR CEILING FINISHES FTA DECK DETAIL DOOR HEAD 3" 2" I X 4 WOOD TRIM 8" METAL JOIST5 SCALE: 3"=1'-0" G.W.B. ON MTL FRAMING (TYP.) 31-0" REFER TO PARTITION SCHEDULE FOR CONSTRUCTION GENERAL CONTRACTOR TO CUT CASING IN FIELD. MITER ALL CORNERS. SCALE: 1/2"=11-0" PASSAGE PARTIAL ELEVAATWOODTION CASING 1/2" 2" 4 1/8" G.W.B. ON MTL FRAMING VESTIBULE 11-0" A.F.F. WOOD CASINGS PLANE SMOOTH PRIOR TO PAINTING. TENANT G.G. SHALL INFILL ALL NAIL HOLES WITH WOOD PUTTY NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND INSTALLED BY TENANT'S G.C.JAMB AND TRIM BY TENANT G.C. HEADER DETAIL SCALE: 3"=1'-0" /2 3" DOOR JAMB FLY ZONE LOCKER FOOTACTION VESTIBULE 2"X4" NON -COMB STIR-NER. TYPICAL BOTH SIDES. FITTING ROOM IA P PASSAGE AN PRE -MORTISED FOR HINGES (DOOR ONLY) PREFIN. 1" X 4-1/8" DOOR JAMB PREFIN. 1" X 3" TRIM FITTING ROOM DOOR DETAILS G.W.B. ON MTL FRAMING (TYP.) SCALE: 3"=1'-0" TENANT G.C. SHALL INFILL ALL NAIL HOLES WITH WOOD PUTTY GW.B. ON MTL. FRAMING (TYP.) WALL TYPES) PROVIDE ANCHORS THREE (3) PER JAMB STIFFENER SCREWS AT 24" O.C. PASSAGE 1" X 4-1/8" POPLAR DOOR JAMB PREPARE FOR PAINT 1" X 2" POPLAR TRIM PREPARE FOR PAINT NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND INSTALLED BY TENANT'S G.C.JAMB AND TRIM BY TENANT G.C. DETAIL CASED OPENING SCALE: 3"=1'-0" �J/f FITTING ROOM 15 S C I ION FOOTACTION pts: 00'73'. 11-011 A.F.F. NOT USED FINISHED CEILING PAINTED PREFIN. WOOD FRAME DOOR JAMB PREFIN. WOOD CASING 61-1" AFF. TOP OF FITTING ROOM DOOR PREFIN. WOOD DOOR STOP OUTLINE OF FITTING ROOM DOOR VESTIBULE G.W.B. ON MTL FRAMING (TYP.) SCALE: 3"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102011 City of Tukwila BUILDING DIVISION FITTING ROOM 10 1C S CTIO\ FLY ZONE SCALE: 3"=1'-0" 10'-0" A.F.F. 5.8" G.W.B. FINISH SFP-4 PREFIN. WOOD FRAME DOOR JAMB PREFIN. WOOD CASING RE + EIVEDWI CITY O TUKLA MA02Z011 61-1" A.F.P. TOP OF FITTING ROOM DOOR FOOT LOCKER, NC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITEC URE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017. PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 686 \IJIERED PETER S. MACRAE gfTE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE A O(LNER/ LANDLORD/ PERMIT COMMENTS 4 -25 -ii m SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. PASSAGE AN PRE -MORTISED FOR HINGES (DOOR ONLY) PREFIN. 1" X 4-1/8" DOOR JAMB PREFIN. 1" X 3" TRIM FITTING ROOM DOOR DETAILS G.W.B. ON MTL FRAMING (TYP.) SCALE: 3"=1'-0" TENANT G.C. SHALL INFILL ALL NAIL HOLES WITH WOOD PUTTY GW.B. ON MTL. FRAMING (TYP.) WALL TYPES) PROVIDE ANCHORS THREE (3) PER JAMB STIFFENER SCREWS AT 24" O.C. PASSAGE 1" X 4-1/8" POPLAR DOOR JAMB PREPARE FOR PAINT 1" X 2" POPLAR TRIM PREPARE FOR PAINT NOTE: ALL MOLDING FOR CASED OPENING FURNISHED AND INSTALLED BY TENANT'S G.C.JAMB AND TRIM BY TENANT G.C. DETAIL CASED OPENING SCALE: 3"=1'-0" �J/f FITTING ROOM 15 S C I ION FOOTACTION pts: 00'73'. 11-011 A.F.F. NOT USED FINISHED CEILING PAINTED PREFIN. WOOD FRAME DOOR JAMB PREFIN. WOOD CASING 61-1" AFF. TOP OF FITTING ROOM DOOR PREFIN. WOOD DOOR STOP OUTLINE OF FITTING ROOM DOOR VESTIBULE G.W.B. ON MTL FRAMING (TYP.) SCALE: 3"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102011 City of Tukwila BUILDING DIVISION FITTING ROOM 10 1C S CTIO\ FLY ZONE SCALE: 3"=1'-0" 10'-0" A.F.F. 5.8" G.W.B. FINISH SFP-4 PREFIN. WOOD FRAME DOOR JAMB PREFIN. WOOD CASING RE + EIVEDWI CITY O TUKLA MA02Z011 61-1" A.F.P. TOP OF FITTING ROOM DOOR FOOT LOCKER, NC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITEC URE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017. PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 686 \IJIERED PETER S. MACRAE gfTE OF WASHINGTON REVISIONS NO. DESCRIPTION DATE A O(LNER/ LANDLORD/ PERMIT COMMENTS 4 -25 -ii -4t � 0 J A r OC W < co u.�..1- wt/)W _J 1=�ZQ. 1ocWs 141 W O - cD I— _ r- (.0 cELLID-4('`\1 0©Wis„„. F-7-; 0 < 1.0 CD CV --e N W TI• W CC 0 F- PE ` ' :'T CE PREFIN. WOOD DOOR STOP OUTLINE OF FITTING ROOM DOOR SCALE: 3"=1'-0" a SHEET TITLE NSTRUCTION DETAILS SHEET NO. A 1 .4 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF -4t � 0 J A r OC W < co u.�..1- wt/)W _J 1=�ZQ. 1ocWs 141 W O - cD I— _ r- (.0 cELLID-4('`\1 0©Wis„„. F-7-; 0 < 1.0 CD CV --e N W TI• W CC 0 F- PE ` ' :'T CE PREFIN. WOOD DOOR STOP OUTLINE OF FITTING ROOM DOOR SCALE: 3"=1'-0" a SHEET TITLE NSTRUCTION DETAILS SHEET NO. A 1 .4 FA GSP PROTOTYPE RELEASE 3.0 TOILET ROOM ACCESSORIES SCHEDULE GRAB BARS -6806 BOBRICK B SALIN FINISH WIN CONCEALED- MOUN TINGS 1 f/2DIAMETER8 - (TEL:81 982 9600) TOILET ROOM GENERAL NOTES 2. TOILET TISSUE DISPENSER BOBRICK 11316861 SURFACE MOUNT WIN SHELF (TEL: 818-982-9600) 3. MIRROR BOBRCK B-293-1836 STAINLESS STEEL TILT MIRROR 18" X 36" (TEL: 818-982-9600) SOAP DISPENSER TO BE PROVIDED BY STORE OPERATIONS AT NE TIME OF STORE OPENING. SHELVES AND STANDARDS (2)12" DEEP 4'-0" WIDE I 1/2" SHELF - PLASTIC LAMINATE (6) SIDES ON MDF. 0 6'-0" A.F.F. ON (2) GARCY 604 STANDARDS WIN (4) GARCY 12" 686 BRACKETS 6. FAUCET DELTA MODEL *2131 CLASSIC TWO 14ANDLE SPECIALTY FAUCET WIN THREADED SPOUT. ADA COMPLIANT. 4" CENTERS. SUPPLIED AND INSTALLED BY GC. GC IS ALSO TO PROVIDE I SIX-FOOT LAUNDRY HOSE. USE ONLY WEN MOP SINK IS Nat, REQUIRE OR NO NEW TOILET ROOM IS INDICATED. PAPER TOWEL DISPENSER BOBRICK SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER MODEL -253. NOTE: ALL TOILET ROOM ACCESSORIES FINISHES TO BE *4 STAINLESS UNLESS OTHERWISE IDENTIFIED. NOTE: ALL ACCESSIBLE TOILET ROOM ACCESSORIES MUST BE INSTALLED IN COMPLIANCE WITI4 ADA AND LOCAL CODES FOR MOUNTING HEIGHTS AND LOCATIONS. SEE NOTES T1415 Sl -FEET. NOTE: TENANT G.C. TO INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL ACCESSORIES. IF 'NEW TOILET ROOM' IS IDENTIFIED ON PLANS: TOILET ROOM TO SE LOCATED IN LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS WHICH MAY BE INACCURATE. TEN G.C. TO FIELD VERIFY LOCATION OF EXISTING CONDITIONS AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. TEN. G.C. TO VERIFY LOCATION AND ORIENTATION OF EXISTING TOILET ROOMS) (IF ANY) AND UTILIZE WHEN POSSIBLE EXISTING PLUMBING WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT REP. IF CI4ANGES ARE NECESSARY. PROVIDE AND INSTALL A (M) 30 MIL. (THIN.) WATERPROOF MEMBRANE. EXTENDED A MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED BY LANDLORD. PROVIDE AND INSTALL A FLOOR DRAIN. PROVIDE AND INSTALL MARL ITE FIBERGLASS REINFORCED PANEL (FRP.) WAINSCOT TO 4'-0" AFF. REFER TO SHEET A3.0 FOR FINISHES. SEAL FULL AROUND ALL EDGES a ADJOINING MATERIALS WITH CLEAR SILICONE (WOOD BASE TO WAil LS MIRROR TO WALLS BENCH TO WALLS, ETC.) PLUMBING FIXTURES REFERENCE MECHANICAL SHEET(S) FOR EXTENT OF PLUMBING WORK. ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS, TOILET ROOM ACCESSORIES TOILET TISSUE DISPENSER BOBRICK 1B16561 MIRROR- BOBRICK 1B-293-1536 STAINLESS STEEL TILT MIRROR 18" X 36" ADA SIGNAGE- 12" DIAMETER BLUE PLEXIGLASS SIGNS. IF ONE TOILET ROOM PROVIDE UNISEX SIGN OR PROVIDE MALE t FEMALE SIGN FOR TWO TOILET ROOM SITUATIONS SIGN MUST MEET ADA REQUIREMENTS. SEE 6/AI3 FOR MOUNTING INFO. ACCESSIBLE TOILET ROOM DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESS IBLE TOILET ROOM IS TO BE PROVIDED, REFERENCE "ADA TOILET ROOM REQUIREMENTS", BELOW ADA 4.16 WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF 11 INCHES AND .4 MAXIMUM OF 19 INCHES MEASURE TO THE TOP OF THE SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH .4 MAXIMUM OPERATING FORCE OR 3 LSF OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. HANDLE ON TOILET NOT TO EXCEED 44" AFF. 114E REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET. SO IT IS IMPORTANT TO KNOW WHAT TYPE ONE IS USING WHEN DESIGNING THE TOILET ROOM. WATER CLOSETS MUST BE A lb GALLON FLUSH FIXTURE. ADA 4.19 LAVATORY:PROVIDE CLEARANCE EARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING .4 MINIMUM OF 30 INCHES WIDE WITH S INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 11 INCHES DEEP FROM THE FRONT OF THE LAVATORY. «+ NO I -EIGHT LIMITATIONS ARE SPECIFIED PROM THE TOP OF THE LAVATORY, BUT 34 INCHES IS RECOMMENDED BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBCS). PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LSF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. ADA 426 GRAS BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAS BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO SE 1 1/4 TO 1 1/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAS BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 1 1/2 INCHES. GRAS BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LSS/FT BENDING, SHEAR AND TENSION. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT NAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM OR I/8 INCH. ADA 4.19 ACCESSORIES: 1.1A -ERE SANITARY NAPKIN, WASTE RECEPTACLES ANDSIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEAST ONE OF EACH TYPE IS TO SE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR.. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR ACCESS. TOILET ROOMS SHALL WAVE TOILET PAPER DISPENSERS MTD. AS SHOWN. HT. SHALL BE i'-9" AFF DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT OF THE WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE USED. ACCESS. TOILET ROOM STALLS SHALL HAVE TOE CLEARANCE AT THE FRONT PARTITION t AT LEAST ONE SIDE PARTITIONS OF 9" A.F.F. IF SUCH SPACE IS NOT PROVIDED, LENGTH I WIDTH OF STALL SHALL SE INCREASED BY 9" IN EACH DIRECTION ALL DOOR ARE TO SWING OUT. ADA 430 SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELED BY A UNISEX SYMBOL, SECURELY FASTENED. OUTSIDE CORNER GUARD CUT IN Fl LD NELPLAS .04" THK ACRYLIC PANEL CORNER GUARD NTS INSIDE CORNER GUARD CUT IN FIELD NELPLAS .04" TI -NK ACRYLIC PANEL CORNER GUARD NELPLAS/KYDEX PANEL DETAILS NTS TOP TRIM CAP CUT IN FIELD NELPLAS .04" TI -4K ACRYLIC PANEL EXTEND WALL COV'G 6" BEYOND NELPLAS PANEL - TO 3'-6" A.F.F. TRIM CAP NTS 4'-0" TYP. PANEL NT PARTITION - REFER TO PARTITION TYPES EXTEND SCHEDULED WALL COVERING 6" BEYOND NELPLAS PANEL - TO 3'-6" AFF. INSTALL NELPLAS PANEL AND CORNER GUARDS PER MFG. INSTRUCTIONS WALL BASE AS SCHEDULED INSTALLED OVER NELPLAS PANEL FINISHED FLOOR SECTION SCALE:1 /2"=1'-0" 4'-0" 1'Y'P. PANEL NT • CUT NELPLAS PANEL IN FIELD TYP. SUPPLIED IN 96" LENGTHSr r S 4G INSIDE WAINSCOT CORNER TRIM CAP GUARD EXTEND SCHEDULED WALL OVERING 6" BEYOND ELPLAS PANEL - TO 3'-6" A.F.F. R ALL CORNERS INSTALL NELPLAS PANEL ND CORNER GUARDS ER 1" 1FG. INSTRUCTIONS OUTSIDE CORNER WALL BASE AS SCHEDULED GUARD II ALLED OVER NELPLAS ANEL ELEVATION SCALE:1 /2"=1'-0" SCALE: AS NOTED TOGGLE BOLT 12 G. X 3" X 3" STL. ANCHOR PLATE 1 1/2" DIA. GRAB BAR COVER PLATE MOUNTING PLATE 3 5/8" 20 GA. MTL. STUD CONT. ATTACHED TO REST 3 5/8" 20 GA. MTL. STUD 16" O.C. 5/8" GYP. BD. 11/2"r 11/2" 1 1/2" DIA. ALUM. HANDRAIL W/ENDS RETURNED TO WALL. ALL CORNERS TO BE GROUND SMOOTH BRACKET 6 4'-0" O.C. MAX. WALL BRACKET TO I LETROOM GRAB BAR DETAILS i / / t 1� KNEE SPACE DASHED AREA INSULATED PIPE WRAP 1= o IS" 0 1= FRONT ELEVATION AT DUAL DRINKING FOUNTAIN SCALE: 1/2" = 1'-0" SIDE ELEVATION AT DUAL DRINKING FOUNTAIN SCALE: 1/2" = 1'-0" DRINKING FOUNTAIN PAPER TOWEL DISPENSER EXISTING MIRROR EXISTING — LAVATORY `-- 6" MAX TOE 11" • • SCALE: 1 /2"=1'-0" 3'-0" r (V • 0, EXISTING FLUSH HANDLE ON WIDE SIDE OF SPACE • MN WI 6l MEN WOMEN • SYMBOL (TYP) • WALL SIGNAGE /8" TO 2" UPPERCASE 1/32" RAISED LETTERS. 0 \WOMEN G.C. TO FURNISH AND INSTALL ALL ACCESSIBILITY SIGNAGE REQUIRED PER THE BUILDING CODE / INSPECTOR ACCESSIBILITY SIGNAGE DETAILS AIL 11'-0" AFF FIN. CLG DOOR AND JAMBS REFER TO DOOR 0 SCHEDULE r - OPEN N N OPEN ELEVATION I il'-0" AFF FIN. CLG P-3 B-1 * I �OR ai V 0 W z Q 0_ 1 i. 61 ELEVATION 2 FITTING ROOM ELEVATIONS NEW VERTICAL GRAB SAR 42" GRAB SAR 36" GRAB SAR 3 EXISTING TYPICAL TOILET ROOM ELEVATIONS - FOR REFERENCE ONLY ( A1.5 T.P. DISPENSER EXISTING WATER CLOSET WALL SASE REFER TO FINISH PLAN 0 a tr SCALE: 1/2"=11-0" I f9 AL 11'-0" AFF FIN. CLG B-1 r ELEVATION 3 11'-0" AFF ‘11.FIN. CLG P-3 VINYL GRAPHICS BY VENDOR FLIGHT ZONE BENCH EQ. EQ. FLIGHT ZONE BENCH 4'-0" 4'-0" ELEVATION 4 HOOKS B -I SCALE: 1 /4"=1'-0" • Zet Zo I'-2" 4'-0" r 3' -0" I'-10" r r / pl SCALE: 3"=1'-0" v. • cP r r 2'-0" 5'-2" F.Z. FITTING ROOM PLAN 30"X48" CLEAR FLOOR FOR LO DRINKING FOUNTAIN HI -LO DRINKING FOUNTAIN WI REQ'D. CANE GUARD SKIRT FRP 42" W x 48" H AFF. WALL PANEL BEHIND MOP SINK 3'-6Y 10" r 3'-0" 4 YEN s 3 -II 1/4" �r. 31-0" I 1 WOYENw I 4'-2 1/4" t SCALE: 1 /2"=1'-0" W73 bC EAR FLOOR FOR DOORS CLEAR FLOOR FOR DOORS L_ G.G. TO ENSURE RESTROOMS ARE IN COMPLIANCE, AND THAT THE FLUSH VALUE 15 ON WIDE SIDE OF SPAC,E, AND IS MOUNTED 16"-15" OFF WALL. REMOUNT/ REPLACE AS REQUIRED TYPICAL. 60" x 56" CLEAR FLOOR SPACE FOR WATER CLOSET II 3/4" r TOILET ROOM PLAN 6'-3 3/4" -I 3/5L) MOP SINK 1/4" PROVIDE NEW BRAILLE SIGNAGE ADJ. TO TOILET ROOM DOOR MOUNTED 45" MIN. TO BASELINE OF LOWEST CHARACTER - 60" MAXIMUM TO BASELINE OF HIGHEST CHARACTER. CLEAR FLOOR FOR DOORS 30"X48" CLEAR FLOOR SPACE FOR LAVATORY 60" x 56" CLEAR FLOOR SPACE FOR WATER CLOSET NOTE: G.C. TO VERIFY COMPLIANCE ( SIZE 4 MOUNTING) OF EXISTING GRAB BARS AND PROVIDE NEW OR REINSTALL, AS REQUIRED (TYPICAL- V.IF.) REVIEWED FOR I ODE COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2011 PERMIT CENTER SCALE: 1 /2"=1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: A K T C URE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON, /N �ti REVISIONS NO. DESCRIPTION DATE OILNER/ LANDLORD/ PERMIT COMMENTS 4-25-I I ai V 0 W z Q 0_ 1 i. 39" - 41" r 3-24-17 12" r r 3'-6 / GROSS AREA: 7974 SQ. FT. SALES AREA: i PROJECT # : FTA -008 DRAWN BY: STAFF 36" MAX. f 0_ r cA /� 1 x .< E s...\.. ) ---- 0 a tr SCALE: 1/2"=11-0" I f9 AL 11'-0" AFF FIN. CLG B-1 r ELEVATION 3 11'-0" AFF ‘11.FIN. CLG P-3 VINYL GRAPHICS BY VENDOR FLIGHT ZONE BENCH EQ. EQ. FLIGHT ZONE BENCH 4'-0" 4'-0" ELEVATION 4 HOOKS B -I SCALE: 1 /4"=1'-0" • Zet Zo I'-2" 4'-0" r 3' -0" I'-10" r r / pl SCALE: 3"=1'-0" v. • cP r r 2'-0" 5'-2" F.Z. FITTING ROOM PLAN 30"X48" CLEAR FLOOR FOR LO DRINKING FOUNTAIN HI -LO DRINKING FOUNTAIN WI REQ'D. CANE GUARD SKIRT FRP 42" W x 48" H AFF. WALL PANEL BEHIND MOP SINK 3'-6Y 10" r 3'-0" 4 YEN s 3 -II 1/4" �r. 31-0" I 1 WOYENw I 4'-2 1/4" t SCALE: 1 /2"=1'-0" W73 bC EAR FLOOR FOR DOORS CLEAR FLOOR FOR DOORS L_ G.G. TO ENSURE RESTROOMS ARE IN COMPLIANCE, AND THAT THE FLUSH VALUE 15 ON WIDE SIDE OF SPAC,E, AND IS MOUNTED 16"-15" OFF WALL. REMOUNT/ REPLACE AS REQUIRED TYPICAL. 60" x 56" CLEAR FLOOR SPACE FOR WATER CLOSET II 3/4" r TOILET ROOM PLAN 6'-3 3/4" -I 3/5L) MOP SINK 1/4" PROVIDE NEW BRAILLE SIGNAGE ADJ. TO TOILET ROOM DOOR MOUNTED 45" MIN. TO BASELINE OF LOWEST CHARACTER - 60" MAXIMUM TO BASELINE OF HIGHEST CHARACTER. CLEAR FLOOR FOR DOORS 30"X48" CLEAR FLOOR SPACE FOR LAVATORY 60" x 56" CLEAR FLOOR SPACE FOR WATER CLOSET NOTE: G.C. TO VERIFY COMPLIANCE ( SIZE 4 MOUNTING) OF EXISTING GRAB BARS AND PROVIDE NEW OR REINSTALL, AS REQUIRED (TYPICAL- V.IF.) REVIEWED FOR I ODE COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2011 PERMIT CENTER SCALE: 1 /2"=1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: A K T C URE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON, /N �ti REVISIONS NO. DESCRIPTION DATE OILNER/ LANDLORD/ PERMIT COMMENTS 4-25-I I 44't 0 141; 0 c\I 844- QJA ,J _I W< L.L. L •• I.RJ W W v• QC� (40 zCC W �-J_�- *CN _O W o Q oCO 11 (� N o. LL W cc 0 H SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al . 5 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7974 SQ. FT. SALES AREA: 4641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 44't 0 141; 0 c\I 844- QJA ,J _I W< L.L. L •• I.RJ W W v• QC� (40 zCC W �-J_�- *CN _O W o Q oCO 11 (� N o. LL W cc 0 H SHEET TITLE CONSTRUCTION DETAILS SHEET NO. Al . 5 FA GSP PROTOTYPE RELEASE 3.0 141-0" OVERALL SIGN BAND. SEE ELEVATIONS I/A2.0 12'-5 1/8" STOREFRONT SIGNAGE NOTES: I. SIGN CONTRACTOR TO VERIFY ELECTRICAL CIRCUIT PROVIDED FOR EACH TENANT SIGN. 2. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT 3. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT 4. SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION VERIFY WITH SIGN VENDOR 5. SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT THE TIME OF CHECK.- IN STOREFRONT SIGNAGE NOTES: I. SIGN CONTRACTOR TO VERIFY ELECTRICAL CIRCUIT PROVIDED FOR EACH TENANT SIGN. 2. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT 3, SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT 4. SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: 5. SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT THE TIME OF CHECK- IN SEAM LOCATIONS STOREFRONT ILLUMINATED SIGNAGE SCALE: 1" = 1'-0" SIM. OP. APND KIDS FOOTLOCKER STOREFRONT ILLUMINATED SIGNAGE STOREFRONT TO BE APPROVED BY LANDLORD PRIOR TO CONSTRUCTION. SIGNAGE MANUFACTURER TO SUPPLY AND INSTALL STOREFRONT SIGN. REFER SIGN MFG DRAWINGS FOR DETAILS. ECT U R E 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 3. SIGNAGE MANUFACTURER TO SUPPLY REVERSE IMAGE, DUSTED CRYSTAL VINYL GRAPHIC TO INSIDE OF STOREFRONT GLAZING INSTALL WHERE INDICATED ON PLANS - SEE SIGN MFG DRAWINGS FOR DETAILS. 4. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED PER PLANS. ALL BRAKE METAL TO BE 16 GA. MIN. FINISH PER PLANS. NO EXPOSED FASTENERS ARE ALLOWED, SEAL BOTTOM EDGES W/ GRAY SILICONE TO MATCH BRAKE METAL. TOP EDGES TO BE INSTALLED W/ TIGHT EDGE TO CEILING. NO CUT EDGES. 8 5/8'' REVEAL BETWEEN LEASE LINE AND CLOSURE LINE 6'41/0" EQUAL PANELS 1/2" TEMP. GLASS LEASE L INE PORTAL OPENING BETWEEN LEASE LINE AND CLOSURE LINE 6'-111/a" (2) EQUAL PANELS 1/2" TEMP. GLASS G.C. TO COLOR SILICONE TO MATCH FOOT ACTION BRAKE METAL COLORING DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 �. 614-225-1580 SUBMIT SHOP DRAWINGS AND METAL SAMPLES TO TENANT PROJECT CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO FABRICATION. ALL BRAKE METAL HORIZONTALS AND VERTICALS ARE TO BE SEAMLESS TO 12'. IF 12' GOODS ARE NOT AVAILABLE, GC IS TO CONTACT FOOT ACTION PROJECT CONSTRUCTION MANAGER PRIOR TO PROJECT START. ALL BRAKE METAL GRAIN MUST RUN IN THE LONG DIMENSION. CONTACT PROJECT CONSTRUCTION MANAGER PRIOR TO FABRICATION. CLEANING: THE POLISHING MOTION MUST BE DONE IN THE DIRECTION OF THE GRAIN. DO NOT USE A CIRCULAR MOTION TO CLEAN AND POLISH THE METAL. 5. SUPPLY AND INSTALL 3/4" DEEP X (SEE PLAN FOR WIDTH). 16 GA. METAL REVEAL BLACK FINISH WHERE INDICATED ON PLANS WITH NO VISIBLE FASTENERS (SET IN MASTIC) 6. COORDINATE INSTALLATION OF ROLLING GRILLE WITH TENANT ROLLING GRILLE VENDOR ALL EXPOSED EDGES OF ROLLING GRILLE TO SE MILL FINISH. EMERGENCY QUICK RELEASE LEVER AND LOCKS ARE NOT TO BE INSTALLED ON THE STOREFRONT. FACE PLATE MUST MATCH SURROUNDING AREA. -11 1/2" x-1/2" REVEAL -2 1/8" (2) EC 1/2" TEMP. GLAS. SUPPLY AND INSTALL GLAZING FRAMING SYSTEM INCLUDING BASE, INTERMEDIATE 'H' CHANNEL AND HEADER INSTALL PER MFG. INSTRUCTIONS. - FINISH TO MATCH (FMT-I) MODEL NUMBERS TO BE DETERMINED. 8. SUPPLY AND INSTALL NON-COMBUSTIBLE BLOCKING AS REQ'D. S. METAL FRONT IS TENANT'S PREFERRED VENDOR. IF NOT USE, MUST PROVIDE 3 SAMPLES EACH FOR APPROVAL STOREFRONT SIGNAGE/NOTES VINYL GRAPHIC INSTALLATION NOTES: 1. TENANT SIGN CONTRACTOR TO SUPPLY 4 INSTALL DUSTED CRYSTAL REVERSE IMAGE. GRAPHIC TO SE ON TENANT SIDE OF GLASS WHERE INDICATED ON STOREFRONT ELEVATION. 2. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. 3. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. 4. SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION. 5. SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHECK-IN. REVISIONS DESCRIPTION O,NER/ LANDLORD/ PERMIT CO'11ENT5 STOREFRONT SIGNAGE DECAL 2x4 GLAZING FRAME LEASE L INE BETWEEN LEASE LINE AND GLAZING BASE -11 1/2" 1/2" / \ REVEAL /2" TEMP. GLASS W/ 1/8' CTIONS O S'-2 1/8" (2) EQUAL SECTIONS OF ' MAX. GAPS („ 1/2" TEMP. GLASS WI 1!8" MAX. GAPS -I1' -8 3/4" LEASE D IMENSI ON LEASE L INE 14'-m" PORTAL OPENING 11 -(/8'-- BETWEEN LEASE L INE AND GLAZING SASE 5'-4 1/8" (2) EQUAL SECTIONS OP --� 1/2" TEMP. GLASS W/ 1/5" MAX. GAPS -11 1/2" r2 1/2" 1/2" REVEAL ENLARGED STOREFRO SCALE: 1/2" = 1'-0" BRAKE METAL WRAP FINISH: _i INDIVIDUALLY ILLUMINATED STOREFRONT CHANNEL SIGN. SEE SIGN MFG. DRAWINGS FOR DETAILS REFER TO DETAIL 5/A2.0 SEAM LOCATIONS 12'-S 1/S" t.O. state. CONST. EL: 15'-6" AFF. 3.0. GLAZ. MULLIONr EL: 15'-2" AFF. LEASE LINE LEASE LINE SEAM LOCATIONS B.O. GLAZ MULLION EL: 10'-0" AFF. 1/2" REVEAL 1/2" TEMP GLAZING t NCLOSURI= REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102017 REVERSE IMAGE VINYL GRAPHIC (REFER TO DETAIL 3/A2.0) ct GRAPHIC 4 GLASS 1/2" REVEAL 8" 1/2" REVEAL 6'-I1 1/4' 11'-10" STOREFRONT PORTAL OPENING 6' -II 1/4" 1'-11 1/2" OF STFNT. OPENING t 0 6" GLAZING SYSTEM— SIGNAGE BASE FINISH: 28' -II 3/4" LEASE LINE DIMENSION 1/2'L - REVEAL 8'-2 1/8' 8'-2 1/8" 11 1/8" - 14'-0" STOREFRONT PORTAL OPENING (2) EQUAL PANELS 1/2"TEMP. GLASS W/ 1/8" MAX GAPS (2) EQUAL PANELS 1/2"TEMP. GLASS W/ VS" MAX GAPS S'-4 3/16" i' -II I/2" I/2"TEMP. GLASS W/ 1/8" MAX GAPS 2 1/2" ADJACENT TENANT RECEIVED CITY OF TUKWILA MAY 022017 PERMIT CENTER SHEET TITLE STOREFRONT PLANS & ELEVATION 42'-9" LEASE LINE DIMENSION —1 V4" NEUTRAL PIER SHEET NO. STOREFRONT ELEVATION SCALE: 3/8" = 1'-0" FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF LEASE L INE BETWEEN LEASE LINE AND GLAZING BASE -11 1/2" 1/2" / \ REVEAL /2" TEMP. GLASS W/ 1/8' CTIONS O S'-2 1/8" (2) EQUAL SECTIONS OF ' MAX. GAPS („ 1/2" TEMP. GLASS WI 1!8" MAX. GAPS -I1' -8 3/4" LEASE D IMENSI ON LEASE L INE 14'-m" PORTAL OPENING 11 -(/8'-- BETWEEN LEASE L INE AND GLAZING SASE 5'-4 1/8" (2) EQUAL SECTIONS OP --� 1/2" TEMP. GLASS W/ 1/5" MAX. GAPS -11 1/2" r2 1/2" 1/2" REVEAL ENLARGED STOREFRO SCALE: 1/2" = 1'-0" BRAKE METAL WRAP FINISH: _i INDIVIDUALLY ILLUMINATED STOREFRONT CHANNEL SIGN. SEE SIGN MFG. DRAWINGS FOR DETAILS REFER TO DETAIL 5/A2.0 SEAM LOCATIONS 12'-S 1/S" t.O. state. CONST. EL: 15'-6" AFF. 3.0. GLAZ. MULLIONr EL: 15'-2" AFF. LEASE LINE LEASE LINE SEAM LOCATIONS B.O. GLAZ MULLION EL: 10'-0" AFF. 1/2" REVEAL 1/2" TEMP GLAZING t NCLOSURI= REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102017 REVERSE IMAGE VINYL GRAPHIC (REFER TO DETAIL 3/A2.0) ct GRAPHIC 4 GLASS 1/2" REVEAL 8" 1/2" REVEAL 6'-I1 1/4' 11'-10" STOREFRONT PORTAL OPENING 6' -II 1/4" 1'-11 1/2" OF STFNT. OPENING t 0 6" GLAZING SYSTEM— SIGNAGE BASE FINISH: 28' -II 3/4" LEASE LINE DIMENSION 1/2'L - REVEAL 8'-2 1/8' 8'-2 1/8" 11 1/8" - 14'-0" STOREFRONT PORTAL OPENING (2) EQUAL PANELS 1/2"TEMP. GLASS W/ 1/8" MAX GAPS (2) EQUAL PANELS 1/2"TEMP. GLASS W/ VS" MAX GAPS S'-4 3/16" i' -II I/2" I/2"TEMP. GLASS W/ 1/8" MAX GAPS 2 1/2" ADJACENT TENANT RECEIVED CITY OF TUKWILA MAY 022017 PERMIT CENTER SHEET TITLE STOREFRONT PLANS & ELEVATION 42'-9" LEASE LINE DIMENSION —1 V4" NEUTRAL PIER SHEET NO. STOREFRONT ELEVATION SCALE: 3/8" = 1'-0" FA GSP PROTOTYPE RELEASE 3.0 v MALL MALI LKYEX BULIGNEAD �� (1) LAYER 5/8 TYPE X GYP. BD. SECURED TO 3 5/S (1) �� „ 'X'GYP. 20CsA. METAL STUD FRAMING f6" O.G., EXTEND METAL 0 LAYER 5/8 TYPE BD. SECURED TO 3 5/8 20GA. METAL STUD FRAMING e 16" O.G., EXTEND METAL FOOTLOCKER I NC. 2" AT TOP OF STOREFRONT e a (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8" / e © B LAYER CU TYPE 'X' GYP BOARD SECURED TO 3 5!8" 2" AT TOP OF STOREFRONT A2.1 20GA. METAL STUD FRAMING 6 o A2.1 20GA. METAL STUD FRAMING ::. ' :::: :. '��^ ,- �•' : . ` :::. : ` '...: - .. , . ... 16" O.G. EXTEND METAL 2" AT 16" EXTEND METAL 2" AT �•� 0.0., TUCK METAL INTO � + " ( TOP OF STOREFRONT / TOP OF STOREFRONT _ REVEAL d � �� :. TUCK METAL RE A - YE L Ati15 -6 AFF. \ o..,..:...,... 15 -6 AFF. " �t• — .— _ { — -_......,.R _,..Yv».rw,,...,.. 11'-11+ T.O. TENANT CONSTRUCTION ^� + + + + + + + + + _ T.O. TENANT CONSTRUCTION - , `l� 4 + + + + + + fir ` ^ . -. t.,' .-- STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 �l + + + + I NON -COMB. + NON -COMB. )») + -i- 1" BLOCKING .0 ' I v16' KMT METAL ovER _ BLOCKING 1/161-i. STOREFRONT I -i 1/2" PLYWOOD ,, .. KMT -I METAL DYER 1/2" PLYWOOD GLAZING I I I METAL OVER PLYWOOD I; v :-6 x I I I 4gat° 7 4' a I I r 3 5/8" X 20 GA. MIL FRAMING 16" O.G. TO 0 I I 3 5/8" X 20 GA. MTL FRAMING 16" O.G. TO :... ARCHITECT. t 8375 RIVERSIDE SUITE DUBLIN PHONE: R EC 0 U R E DRIVE 220 H 4 �3017 614.255.4048 ;4- STRUCTURE ABOVE ti I STRUCTURE ABOVE '.:: (I) LAYER 5/8" 'X' � I s '0 ..,� '_ " 12 0 AFF. A.C.t.. TYPE I 12' AFF. -0" A.C.T. GYP BOARD PAINTED STOREFRONT SIGN REFER 3 5/8" X D I AGONAL WHITE SECURED TO 3 5!8° , 3 5/8 X DIAGONAL " I BRACING 9 48" O.G. BRACING 48" O.G. �" ` CONTINUOUS 3 5/8" 18 GA_ �.. TO SIGN MFG. DRAWINGS FOR DETAILS ' ;r �� CONTINUOUS 3 5/8 18 GA. r BOX HEADER a 20GA. METAL STUD FRAMING 16" OC. I ill I , / BOX HEADER ,,. \A, j / j I -%� - _ = �, �^ �� .. `t �t•{{hx�� '.. �� 1 � lliiiih, / 10'-0" AFF._ Ci) LAYER 5/8 (1) LAYER 5/8 - �Jrt ,. �,.II'-5 ,um 1/4" AFF. TYPE 'X' GYP. BD.�TYPE 'X' GYP. BD.1B.0. ENAANT SOFFIT i f- • B.o. TENANT SOFFITAiii[4104..---- !B.O. SOFFIT `� SECURED TO 3 PAINTED WHITE, i� 0 S" Glue.. ON 3 5!8" X 20alp&l."1.115f8" 20GA. METAL SECURED t0 3 5/8" METAL OVER 1/2" F.RT. PLYWOOD GA. MTL FRAMING a 16" O.C. 6" TOP MULLION STUD FRAMING e 20GA. METAL STUD ENGINEER: ''" BACKSIDE AND UNDERSIDE OF SOFFIT REFER TO INTERIOR 16 O.G. FRAMING a7 16 0.0. GO 42.1 &FP -1 ELEVATIONS 4II .:. 6'-0" FINISH: LIGHT FIXTURES 81=P-1 DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY X COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP RECESSED " 6 -0" REFER TO SHEET A6.0 UNDERSIDE OF SOFFIT 5/8" G.I.U.S. ON 3 5/8" X 3/4" METAL REVEAL BANNER CRACK TO TO MATCH KMT -i 20 GA. METAL FRAMING REFER 12/x2.1 FOR MORE INFO. �_ .: FINISH: :. STOREFRONT GLAZING SFP-i WITH GL -2 ON 1/2"T RECESSED LIGHT FIXTURE. REFER TO SHEET A6.0 OUTSIDE FACE p CL CLEARR GLASS MALL TENANT S4LFS AREA MALL .. TENANT SALES AREA 5'-3 1/4" I �.. SEAL LEASE LINE 1/2" CLEAR TEMPERED r REG}S REGISTERED RE ARCHITECT PETER S. MACRAE STATE OF WASHINGT R r EQ. 0 / 111 GLASS (BEYOND) AREA OF WALLGOVERING .... COLUMN ENCLOSURE I ; . REVEAL REVERSE IMAGE VINYL (BEYOND), FINISH: .I (BEYOND) 1,3)1 014oot2taM GRAPHIC (13/x2.1) Go ENCLOSURE (BEYOND) FINISH: LEASE LINE .,' NOTES: GP .41 ENTRY REFER TO STOREFRONT/ SIGNAGE NOTES j GRAFI-11C GLASS DOORS A, SHEET 42.0 FOR ADD'L - 4 GLASS 6" GLAZING FINISH: e REVISIONS BASE INFORMATION Olt 6" GLAZING BASE11101:#1 PP r� KMT -I METAL OVER ��; NO. DESCRIPTION DATE x2.1 1/2" PLYWOOD k `�� KMT -1 METAL OVER 1!211 PLYWOODill � / I \ OMR/ LANDLORD/ PERM COMMIS 4-25-tt FINISHED FLOOR \� ,`ll S No )1. 0'-0" APP. '� �t1 FINISHED FLOOR 0 -0 AFF. % , - kI �i4 N;.�04 /`/_� a1 ♦ ununi�nuu�w�wmuur nul"uuullmimrmrmnmm"mm�niiuim"nimmn 11 11"11111 "lii"minmmummunu.mim1"m"n""mumu"111111"mmir"1""""""urmmmwimmmmii"mi1m"mw"m"iuinuiw �f N� \/� 5/S° G.W.B.�� = � FINISHED FLOOR FINISHED FLOOR NON �� n �� CEILING `t 110 =�� A, .-i MALL FLOORING STORE FLOORING -COMB. �� %► I I I NDN -COMB. ii$� m:_ I I MALL FLOORING''- MORE FLOORING BLOCKING BLOCKING fir,. 0„_____ INSTALL MALL FLOORING I PROVIDE SMOOTH CONTINUOUS TO CLOSURE LINE PP." TRANSITION BETWEEN TENANT TUCK METAL INTO REVEAL 3.. I 3/4" METAL REVEAL KMT TUCK METAL INTO 5/8" G.W.B. CEILING FLOORING AND MALL FLOORING FLASH PATCH AS REQUIRED. I TO I MATCH -I REVEAL 3/4" METAL REVEAL ON ' COLUMN- TO MATCH KMT -1 w w /� STOREFRONT GLAZING 3/4" METAL REVEAL TO MATCH KMT -1 9 KIDS FOOTLOCKER SECTION cz ENTRY SCALE: 3/4" - 1'-0" 8 `: KIDS FOOTLOCKER @ SHOW WINDOW SCALE: 3/4" _ 1'-0" S I G N BAN D DETAIL SCALE: 3"-,'-o" 6 ;� TRANSOM DETAIL SCALE: 3"=,'-o" DATE: 3-24-17 1/8" 1/8" SCALE: AS NOTED PLYWOOD r r y GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. BRAKE METAL LEASE LINE PROJECT # FTA -008 CL -1 e 12'-0" ' r .P.P. I GLAZING 1/2" TEMPERED I I ♦ ►� BEND EDGES BACK \ I" I" SAFETY GLASS DRAWN BY: STAFF r r r GLAZING 1X INTO VERTICAL VINYL (GRAY) F .• • NOTCH IN PLYWOOD, ••..• _ NO CUT SEAMS 7A SIDES �o ♦1 1/4" SETTING Oki -0• ] Z 1 BLOCK 1 • - a) 1. -N. ma . -:. • • • ti• • ..i• �R.1I - :. (�I 1/2" GLAZING / 6" GLAZING BASE _� EQ. EG2. c• ut \ 4r -0't :4: -(d... • LO• (0 Ini w /C•• SEAM DETAIL SCALE: 6", 0 ►- , / • . ,.�� MOMNI . _. QIP FLOORING : G: s Y • m 1 - TO MEETS L BASE - Imo: /► ' 411110- • :EQ. m��.��Q I-• �� . ;• G.G. TO MATCH GREY ‘11/.' �� .. \ SILICONE TO KMT-1l*w / FINISH : '�-='—.�� 1 AC w �� (3• •' ' ®1r��T�liol�� / LU EQ E� • �w,1��1i •' .' _ ( lo ,..C.c W GC - CD I-- __ r I I Mill' M - - Ilii - - - - - SALES AREA FLOORING \I- 4. OF RECESSED LIGHTS c- OP RECESSED LIGHTS � OF ILLUMINATED STOREFRONT SIGN ep \ / - a EXISTING CONC. SLAB AND BANNER TRAG Y E M OPENING MOUNTED TO METAL SIGNBAND. ND AND BANNER TRACK SYSTEM °.. a ° a .. CL -2 g 10'-0" AFF. I CL -2 g 10'-0" AFF. LIGHTS (SEE SHEET 42.0 FOR DETAILS) / a ALUM. ANCHOR CHANNEL RAMSET TO FLOOR @P -)CP CL -2 6 10'-0" AFF. ACCESS SFP-1 I/8" PANEL 4 REVEAL DETAIL SCALE: 6" = 1'-0" :. GLAZING BASE D o SCALE: 1- 6"= " 1 0 °l PRC "HOD \ soul J KVV| L CE #4 1721 . H oPG b 11 003 REVIEWED ro } CODE COMPLIANCE' APPROVED0 . MAY 10 2011 . City Tukwila ' -2 CL -3 11'_1"AFF I r of ♦ ► ILDIi G DIVIS! 10 qf^ 4.. 6 m. fr 1""" M , ,. . 1.., il 0 n IK 10 IWL 11E1 virp... ZeACAN A ii: TIT= VW / 7 PA/ AV AVY-if AI AI IP III At 0 0 0 � i_<1 FAY / pr i'-ww- ird, ii Fry, � _mow r rewill /, A/# At, 104 41741 / po 0011°11° A" SHEET TITLE STOREFRONT PLANS D ETA SHEET NO. f LS A2 a 1 0 0� 100 r AdrA / Air , L �� I iii■ A �N�11 � ! a��l► - �� II EQ 3'-P 3'_m�� 3'-0" ii 3'_0II 3'-0" EQ EQ 2'-0" 4'-P>" ■ 4'-Q" 21-0" Q EQ 3'-Q" li EQ �� ,•,�► OD 12'-4" AFF. I2'-4" AFF. 10'-0" AFF. RECEIVED `�- ILLUMINATED CITY OF TUKWILA SIGN ABOVE. CWD=1 CL -6 6 12'-4" A.F.F. CL -1 e 10'-0" AFF. SEE DETAIL r`WD-1 CL -6 12 -4 AFF. ..7-1,A.>. 4/42.0 MAY 02 2011 ' PERMIT CENTER ENLARGED STOREFRONT REFLECTED CEILING PLAN SCALE: 1/2" =,'-0" FA GSP PROTOTYPE RELEASE 3.0 LEASE LINE (V.IF.) (I) LAYER 5/8" TYPE 'X' GYP SOAR, SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 9 16" O.C. 1/2" Tl -LICK CLEAR COATED MATTE FINISH FURNITURE GRADE PLYWOOD OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" "TYPE X" GYPSUM BOARD SECURED TO 3 5/8" 20 GA METAL STUD FRAMING m16"O0. LEASE LINE (V.IF.) 1/2 "TI -4K FURNITURE GRADE PLYWOOD STAINED BLACK OVER 3/4"THK FRT PLYWOOD ON 5/8" GYP. D. SECURED TO 3-5/8" 18 GA. METAL STUD FRAMING 0 16" O.C. 1/2" TI -4K FIXED TEMPERED SAFETY GLASS STOREFRONT POWDER COATED BRAKE METAL ON 1/2" FRT PLYWOOD SUBSTRATE ON 5/8" GYP SD SECURED TO 3-5/8 x 18 GA METAL STUD FRAMING AT 16" O.C. POWDER COATED BRAKE METAL ON 1/2" FRT PLYWOOD SUBSTRATE ON 5/8" GYP BD SECURED TO 3-5/8 x 15 GA METAL STUD FRAMING AT 16 O.C. SOLID STAINED BLACK FURNITURE GRADE WOOD TRIM WITH 1/8" x 1/8" QUIRK .777/./77// ,i77777 LEASE LINE (V.IF.) 6"1-1 METAL STOREFRONT GLAZING SASE (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 61.16" D.C. 1/2"THK FURNITURE GRADE PLYWOOD STAINED BLACK OVER 3/4"THK FRT PLYWOOD ON 5/8" GYP. D. SECURED TO 3-5/8" 18 GA. METAL STUD FRAMING 6 16" O.G. —LEASE LINE (V.IF.) POWDER COATED BRAKE METAL — ON 1/2" FRT PLYWOOD OVER 5/8" GYPSUM BOARD AND 3-5/8" 18 GA Q 16" O.G. METAL STUD FRAMING, TYP. 1/2"THK FURNITURE GRADE PLYWOOD STAINED SLACK 1 1/S" 4" 1 1/5" OVER 3/4"THK FRT PLYWOOD 6 1/4" ON 5/8" GYP. BD. SECURED TO 2-1/2" 18 GA. METAL STUD FRAMING 0 16" O.C. SECTION DETAIL SCALE: 3" = 1'-0" SECTION DETAIL SCALE: 3" = 1'-0 SECTION DETAIL SCALE: 3" = 1'-0" 1/8" I/2"THK FURNITURE GRADE PLYWOOD STAINED BLACK OVER 3/4"THK FRT PLYWOOD ON 5/8" GYP. SD. SECURED TO 2-1/2" 18 GA. METAL STUD FRAMING 61 16" O.C. POWDER COATED BRAKE METAL ON 1/2" FRT PLYWOOD SUBSTRATE ON 5/8" GYP 50 SECURED TO 3-5/S x 18 GA METAL STUD FRAMING AT 16" O.C. (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8 20GA. METAL STUD FRAMING 6 16" O.C. SOLID FURNITURE GRADE WOOD TRIM STAINED BLACK FINISH WITH 1/8" X 1/8" QUIRK, TYP. LEASE LINE (V.IF.) BOX HEADER LEASE LINE (V.IF.) 1/2" FURNITURE GRADE PLYWOOD TO RECEIVE STAINED FINISH OVER 5/8" TYPE 'X' GYP SD SECURED TO 3-5/8" X 15 GA METAL STUD FRAMING PORTAL SIGNAGE DETAIL SCALE: 6" = 1'-0" BOX HEADER 3/4" SLACK METAL REVEAL BOX HEADER NEW R-1 LIGHT FIXTURES. SEE RCP. FOR ADDITIONAL INFORMAL ION SOLID CLEAR COATED MATTE FINISH FURNITURE GRADE WOOD TRIM WITH I/8" X I/8" QUIRK, TYP. SOLID STAINED SLACK FURNITURE GRADE WOOD TRIM WITH 1/8" x 1/8" QUIRK YELLOW BRAKE METAL FASTENED TO WOOD SUSTRATE 1/2" THK FIXED TEMPERED SAFETY GLASS STOREFRONT 3 1/4" ALU ACROBAT SLIM CEILING MOUNTED HARDWARE TO SE SUPPLIED SY TENANT AND INSTALLED BY GC. 3/4" SLACK METAL REVEAL 1/2" THICK CLEAR COATED MATTE FINISH FURNITURE GRADE PLYWOOD OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" "TYPE X" GYPSUM BOARD SECURED TO 3-5/8" 20 GA METAL STUD FRAMING 6 16" O.G. 1/2"THK FURNITURE GRADE PLYWOOD STAINED SLACK OVER 3/4"THK FRT PLYWOOD ON 5/8" GYP. SD. SECURED TO 3-5/8" 18 GA. METAL STUD FRAMING 6 16" O.C. SOLID CLEAR COATED MATTE FINISH FURNITURE GRADE WOOD TRIM WITH 1/8" X 1/8" QUIRK, TYP. WD -1. SECTION DETAIL SCALE: 3" = 1'-0" SECTION DETAIL SCALE: 3" = 1'-0 SECTION DETAIL SCALE: 3" = SECTION DETAIL SCALE: 3" = 1'-0" 3 5/8" X DIAGONAL BRACING 61 48" O.G. 15'-6" A.F.P. .. A MALL BULKHEAD (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 61 16" 0.0 PAINT TO MATCH MALL BULKHEAD. 3 5/8" X DIAGONAL BRACING 9 48" O.C. 15'-6" AFF. MALL BULKHEAD (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 61 16" 0.0 PAINT TO MATCH MALL BULKHEAD. T.O. TENANT CONSTRUCTION 15'-6" A.F.P. MALL BULKHEAD (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/5" 20GA. METAL STUD FRAMING e 16" O.0 PAINT TO MATCH MALL BULKHEAD. T.O. TENANT CONSTRUCTION POWDER COATED BRAKE METAL ON 1/2" FRT PLYWOOD SUBSTRATE ON 5/8" GYP SD SECURED TO 3 5/8 x 18 GA METAL STUD FRAMING AT 16" O.C. POWDER COATED BRAKE METAL ON 1/2" FRT PLYWOOD SUBSTRATE ON 5/8" GYP BD SECURED TO 3 5/8 x IS GA METAL STUD FRAMING AT 16" O.C. (I) LAYER 5/8" TYPE 'X' GYP 50ARD SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 0 l6" O.C. (I) LAYER 5/8" TYPE 'X' GYP BOARD SECURED TO 3 5/8" 20GA. METAL STUD FRAMING 6 16" O.C. 2"1-4 YELLOW BRAKE METAL OVER FRT WOOD BLOCKING SECURED TO 3/4" FRT PLYWOOD SUBSTRATE - SENT METAL FINISH 90° AT +:ACI -1 END AS REQUIRED(PC_� 3 5/8" X DIAGONAL BRACING 6 48" O.C. 12" CONTINUOUS 3 5/8" 18 GA. SOX HEADER PER DETAIL 1/A23 12" CONTINUOUS 3 5/8" 18 GA. SOX HEADER PER DETAIL 1/A23 12" CONTINUOUS 3 5/8" 18 GA. BOX HEADER PER DETAIL 1/A23 CHANNEL FACED STOREFRONT SIGN - REFER TO SIGNAGE SHOP DRAWINGS FOR ADDITIONAL INFORMATION 8" CONTINUOUS 3 5/8" 18 GA. B HEADER PER DETAIL 1/A23 10'-0" A.F.F. 115.0. ENTRY PORTAL SOFFIT 2x2 GLAZING FRAME PC -3 2x2 GLAZING FRAME CONTINUOUS 3 5/8" 18 GA. SOX HEADER 1/2" THICK. FURNITURE GRADE PLYWOOD STAINED SLACK OVER 3/4" THICK F.R.T. PLYWOOD ON 5/8" TYPE 'X' GYP. SD. SECURED TO 3 5/8" METAL STUD FRAMING 61 16" O.C. 1/2" THICK CLEAR COATED MATTE FINISH FURNITURE GRADE PLYWOOD OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" TYPE 'X' GYP SD SECURED TO 3 5/6" 20 GA METAL STUD FRAMING 61 16" O.C. 1/2" THICK CLEAR COATED MATTE FINISH FURNITURE GRADE PLYWOOD OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" TYPE 'X' GYP BD SECURED TO 3 5/8" 20 GA METAL STUD FRAMING 61 l6" O.G. 1/2" THICK FURNITURE GRADE PLYWOOD STAINED SLACK OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" TYPE 'X' GYP. SD. SECURED TO 3 5/8" METAL STUD FRAMING 61 16" O.C. 2"1-I YELLOW BRAKE METAL OVER FRT WOOD BLOCKING SECURED TO 3/4" FRT PLYWOOD SUBSTRATE - SENT METAL FINISH 90° AT EACH END AS REQUIRED 1/2" THICK FURNITURE GRADE PLYWOOD STAINED SLACK OVER 3/4" THICK F.RT. PLYWOOD ON 5/8" TYPE 'X' GYP. BD. SECURED TO 3 5/8" METAL STUD FRAMING 6 16" O.C. ALU SYSTEM 1/2" THICK FURNITURE GRADE PLYWOOD STAINED BLACK OVER 3/4" THICK F.RT. PLYWOOD ON 5/5" TYPE 'X' GYP. SD. SECURED TO 3 5/8" METAL STUD FRAMING s1 16" O.C. ALU SYSTEM 1/2" THICK FURNITURE GRADE PLYWOOD STAINED SLACK OVER 3/4" THICK F.R.T. PLYWOOD ON 5/8" TYPE 'X' GYP. BD. SECURED TO 3 5/8" METAL STUD FRAMING 67 16" O.C. LEASE LINE (V.IF.) TENANT TENANT LEASE LINE (V.IF.) LEASE LINE (V.IF.) 6" BIRCH WOODEN WALL BASE SIM. 6" SLACK METAL BASE 6" BIRCH WOODEN WALL BASE 6" BLACK METAL BASE MALL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102017 �CI City of T�`�caIine. ►o_.1.4.... •No.r -r. . .s. . NOTES: • REFER TO STOREFRONT/ SIGNAGE NOTES. SHEET 42.0 FOR ADD'L INFORMATION. • PROVIDE SIGNAGE SHOP DRAWINGS FOR LANDLORD APPROVAL. TYPICAL NOTES: • ALL STRUCTURAL METAL STUDS AND THOSE EXCEEDING 16' IN I -EIGHT SHALL BE iS GAUGE. ALL OTHERS SHALL BE MINIMUM 20 GAUGE TYP. • STOREFRONT FRAMING SHALL SE PLUMS AND SQUARE WIN A MAXIMUM OF I/S" VARIATION. • ALL BRAKE METAL TO BE SENT 90' AT END PANEL TO OBTAIN SMOOTH TRANSITION. NO EXPOSED RAW EDGES. • ALL FURNITURE GRADE PLYWOOD TO SE 3" OVERSIZE ON ALL SIDE. TENANT 0'-0" A.F.F. Id FINISH FLOOR FOOTACTION STOREFRONT SECTION @ SHOW WINDOW SCALE: 3/4" = 1'-0" FOOTACTION STOREFRONT SECTION @ SHOW WINDOW SCALE: 3/4" = 1'-0" FOOTACTION STOREFRONT SECTION @ ENTRY PORTAL RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3/4" = 1'-0° FA GSP PROTOTYPE RELEASE 3.0 FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURg 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP REVISIONS NO. DESCRIPTION DATE OtINEW LANDLORD/ PER'IIT COMMENTS 4-25-I1 LL m w<co 2 co u) 1-�ZQ Ow° ..o co(0 ccw� a - U O w 1— —)1 -01? -<L0 o CO (i) 9*§ U3 N LL W 0 H SHEET TITLE STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.2 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF LL m w<co 2 co u) 1-�ZQ Ow° ..o co(0 ccw� a - U O w 1— —)1 -01? -<L0 o CO (i) 9*§ U3 N LL W 0 H SHEET TITLE STOREFRONT SECTIONS AND DETAILS SHEET NO. A2.2 8 1/2" 16 GA. BRAKE METAL FINISH OVER 3/4" PLYWOOD MOUNTED TO 3-5/8" X 16 GA. BEARING STUDS (TYP.) r t STOREFRONT- GLAZING TOREFRONTGLAZING 5 1/4" EX. CONST. 6 3/4" r- i'-0" NEW CONST. NEUTRAL PIER 8" -1/2" REVEAL PLAN DETAIL AT GLAZING LEASE LINE EXISTING DEMISING WALL CONSTRUCTION LEASE LINE SCALE: 3" = 1'-0" (TYP.) 1/2" TEMPERED GLASS RUTT JOINT- ALL EDGES GROUND 4 POLISHED 1/4" MAX. SPACING BETWEEN GLASS PANELS 16 GA. BRAKE METAL FINISH OVER 3/4" PLYWOOD MOUNTED TO 3-5/8" X 16 GA. BEARING STUDS (TYP.) i PLAN DETAIL AT GLAZING LJ EXISTING NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION NEW NEUTRAL PIER CONSTRUCTION ALIGN WITH EXISTING CONSTRUCTION 1/2" REVEAL 5 1/4" 6 3/4" V.I.P. 1' -0" STOREFRONT BUILD -OUT DETAIL KMT STOREFRONT GLAZING BASE 1/2" TEMP GLASS \-LEASE LINE SCALE: 3" = 1'-0" ALU TRACK SYSTEM ABOVE 1/2" TEMP GLASS STOREFRONT GLAZING SASE 1/2" TEMP GLASS 16 GA. BRAKE METAL FINISH OVER 3/4" PLYWOOD MOUNTED TO 3-5/8" X 16 GA. BEARING STUDS (TYP.) STOREFRONT GLAZING fi LEASE LINE PLAN DETAIL AT GLAZING KMT- I GLASS AND ALUMINUM ENTRY DOOR PER DOOR SCHEDULE DUST PROOF ONE STRIKE PLATE TO HOLD DOOR OPEN AND ONE TO HOLD DOOR CLOSED (2) PER LEAF LEASEi L NE STOREFRONT BUILD -OUT DETAIL c&T� SCALE: 3" = 1'-O" rev TYP> v8 D 18 GA. TRACK TYP> TYP. I/8 18 GA. TRAC 18 GA. 3 5/8" TRACK (TOP AND BOTTOM) I/8)(I/2-8 \T'. 1/2" DIA. EXPANSION BOLTS 2 1/4" EMBEDMENT. (MIN. 2 PER BEARING STUD LOCATION, TYP.) BOX HEADER DETAIL 5/8" GWS OVER 3 5/8" x 20GA METAL STUDS g 16" O.G. FIUC - (2) 18 GA. METAL STUDS PER STOREFRONT SECTIONS *10 SCREWS, 12" O.G., EACH SIDE, 4 TOP 4 STM. BOX BEAM HEADER - SEE STOREFRONT SECTIONS FOR SIZES (3) 3 5/8" x 18GA BEARING STUDS NOTE : FASTEN BUILT-UP MEMBERS TOGETHER AT 12" O.C. MAX. STOREFRONT GLAZING SYSTEM STOREFRONT BUILD -OUT DETAIL 0073 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCM k UR. 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 �►. 614-225-1580 SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTON (Or REVISIONS NO. DESCRIPTION DATE A OtLAIER/ LANDLORD/ PERMIT COMMENTS 4-25-11 0� Q W Q u. n T W W W wi U m W oJCC W C\I �- °-O0 W 0 O co °- (° CV cC 0 F - C1) J LL, W 0 H SHEET TITLE STOREFRONT DETAILS SHEET NO. A2 ■ 3 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED _-r GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0� Q W Q u. n T W W W wi U m W oJCC W C\I �- °-O0 W 0 O co °- (° CV cC 0 F - C1) J LL, W 0 H SHEET TITLE STOREFRONT DETAILS SHEET NO. A2 ■ 3 FA GSP PROTOTYPE RELEASE 3.0 T �- 1/2"THK FURNITURE GRADE • PLYWOOD STAINED BLACK OVER 3/4"THK FRT PLYWOOD ON 5/8" GYP_ S CU - " S. E RED TO Z I/2 18 T / \ •• / / FOOTLOCKER INC. GA. METAL STUD 9 . .. FRAMING 16" O.C. BEND EDGES BACK INTO \ _ 3/4 METAL . • � VERTICAL NOTCH IN PLYWOOD ,No CUT SEAMS 1/2" TEMPERED GLASS BLACK REVEAL STORE PLANNING DEPT. 330 WEST 34TH STREET DASHED LINE OF SOFFIT ABOVE � _ TDISPLAY r 1/s LINE of CONTINUOUS TRIM ABOVE STOREFRONT ND WI OW NEW YORK, NY 10001 I T : ARCHITECT: 7‘wt 0 7 \ -_�ARCHITECT!. R \ N SOLID CLEAR COATED / \ 6375 RIVERSIDE DRIVE - • \ BIRCH WOOD TRIM WITH 1/8 X 1/8 QUIRK / SUITE 220 \ \ SOLID FURNITURE GRADE WOOD TRIM— .. \ WD -1 / \ .: DUBLIN, OH 43017 STAINED FINISH 1/8"X \ BLACK 1/8"/ WITH QUIRK, TVP. ... .- PHONE: 614.255.4048 1/2„ THICK CLEAR BIRCH ' - \ WOOD OVER 3!4" THICK FART. / .. \ STOREFRONT SOFFIT ABOVE PLYWOOD ON 5/8" TYPE "X" GYPSUM BOARD SECURED TO 2 I/2" 20 GA METAL STUD f \ ENGINEER: 1/2" THICK CLEAR COATED MATTE „ FINISH FURNITURE GRADE PLYWOOD \ LEASE LINE CV.I.P.) — FRAMING 16 O.C. / OVER 3/4" THICK F.RT. PLYWOOD ON 5/8 TYPE X GYP BD SECURED TO 2 7 POWDERCOATED WD -1 / \ DAVID W. MULLEN P.E. 1/2" 20 - METAL STUD FRAMING m 16" BRAKE METAL FINISH% 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 \ PC -3 4 614-225-1580 ENGINEERINGGROUP 4 ;- DETAIL" = f- " SCALE: 6 , O Q' ENLARGED BRAKE METAL DETAIL @ GLAZING SCALE: 6 ° = 1-0" 6 OUTSIDE TRIM DETAIL SCALE: 6" = 1'-0" SOLID FURNITURE SEAL GRADE WOOD TRIM STAINED FINISH �� 6986 „ 1/2 THK BLACK FURNITURE GRADE PLYWOOD STAINED BLACK OVER 3/4" THK FRT WITH I/S" X i/8" QUIRK, TYP. I/2"tHK FURNITURE REGISTERED ARCHITECT PLYWOOD ON 5/8" GYP. GRADE EXISTING WALL BD. SECURED TO 2 1/2" 18 1,_1„ PLYWOOD STAINED BLACK OVER 3/4"THk FRt DEMISING PETER S. MACRAE GA. METAL STUD FRAMING PLYWOOD STATE OF WASHIN O �d� g 16" O.C. SP -IA ON 5/8" GYP. BD. SECURED TO 2-1/2" 18 GA. METAL STUD FRAMING e 16" O.C. , \�� \ %////1//!//////fel////!%l/////!tel/1///!l///////fn/l\' I //. ' ' .;.: .. l 4" -I WOOD BASE ! 0 . C....1;5:D REVISIONS 'X' NO. DESCRIPTION DATE 5/s" TYPE GYP BD :. GYP B20GA. SECURED TO 3 5/S" 20GA. / n LINE OP FLOOR TILE SECURED TO 3 5/8" A e hlEW LANDLORD/ PEWIT COMMENTS 4-25-1i II 4" N I' METAL STUD FRAMING 16 O.G. \ - — — 'I METAL STUD FRAMING 41 16"0.C. WOOD BASE zo 4 '40 WEB 42) -. A2.4 -3 3/4" BLACK METAL REVEAL \ 3/4" BLACK METAL - IIII II REVEAL 1/8" DASHED LINE OF , \ 6"H WOOD BASE SOFFIT ,: . 6"H WOOD BASE 1 ABOVE 7 (U.Jf3--- /i , :._• 4 ...........- ::: .: - - \ 1 DASHED LINE OF SOFFIT 1/2 tHk FIXED TEMPERED DASHED LINE DATE: 3-24-"I 7 \ OF .-` % ABOVE SOLID c L % ...: 0 � „ WITH 6Y1tC.xOFL GLAZING BASE SOFFIT ABOVE � SCALE: AS NOTED - - D LEAR COATED BIRCH WOOD TRIM WITH 1 1/8' ` l f \:.... ` rl 11 / ,. « .. GROSS -•_ �/ vs" x 1/8" QUIRK ' ::�� • � AREA: 7,974 SQ. FT. f ,••:: \-1 / 1/2"THK FURNITURE GRADE PLYWOOD STAINED BLACK I j \ .: SALES AREA: 4,641 SQ. FT. .. OVER 3/4"tHK PRT ='� - \ %/ j ,- , f PLYWOOD ON 5/S" GYP. SOLID CLEAR PROJECT # FTA -008 COATED '... SP % :; • H A2.4 -IA - / GA. METAL STUD FRAMING 16" O.G. TTRIMIRC DRAWN BY: STAFF I/8" X 1/$" QUIRK N. V \..... EXISTING NEUTRAL : / ALU TRACK SYSTEM ABOVE _ SP lA WD -1 PIER / ; . \ SIM. CO 1 • milj 614") (1111) \ NEWNEUTRAL 1113 0 climC\I j �t ` PIER _• : \ I/2" THICK CLEAR 1 ; . �:. 1/2" THICK CLEAR COATED MATTE \ .: ` _ % WB ¢ BIRCH PLYWOOD �� \ :•:: CONSTRUCTION 5/8 GYP. D. OVER 6" � 101111 - \ 1/2" THICK CLEAR BIRCH FINISH FURNITURE O OVER 3/4 THICK ERT. GRADE PLYWOOD \ y METAL FRAMING \ PLYWOOD OVER 3/4" THICK F_RT. PLYWOOD ON 5/8" 'X' Z - OVER 3/4" THICK ERT. PLYWOOD ON „ 5/S TYPE X GYP BD SECURED TO > l Z = �p PLYWOOD ON 5/8" TYPE 'X' GYP SD SECURED t0 3 5/8 v :... : ,. 0 U„I 0 1 A T— J TYPE GYP BD SECURED - r 2 1/2" 20 GA METAL STUD FRAMING g �� Lo O .. . f / TO 3 5/8" 20 GA METAL ( tt 16" O.C. / % \ :' • ..� _ % cA in 20 GA METAL STUD \ W Q STUD FRAMING g 16" O.G. m :: •' \ / FRAMING 16" O.G. 7 • co0CC0 .) WD \ GLASS AND ALUMINUM : H ' CUJD -1 ` T W ENTRY DOOR l PER DOOR• SCHEDULE .. (%� W ••, L1.I / • \ „ H WOOD � 6"H WOOD BASE J �6 "H BASE - ALIGN f , : ALIGN FACE OF BASE / 6 WOOD BASE - ALIGN FACE OP BASE WITH PAGE OF BASE WITH WOOD PANEL ABOVE / WITH WOOD PANEL ABOVE \ • . . _ ';� I— Z I— W WOOD PANEL ABOVE WD WD `•; .;..N (.0 W W \% -1 A -1 .� T- (C) `. % 5 •' • � / � % \ ` : •- � INSTALL DUST -PROOF --0.0 FLOOR STRIKES TO HOLD � DOORS IN THE FULLY OPEN MATERIAL TRANSITION SEAM AT THIS LOCATION OPP.o 2 � W DI— INil- � f, (\I •, MATERIAL TRANSITION SEAM MATERIAL TRANSITION SEAM �• •l -SEAM t0 BE LOCATED \••. U O AT THIS LOCATION POSITION AS SHOWN AND �' W ` A2.4 -SEAM AT THIS LOCATION -SEAM g CENTERLINE OF TO BE LOCATED g TO BE LOCATED CK DOORS IN THE GLASS I _ 0 CENTERLINE OF GLASS CENTERLINE OF GLASS % CLOSEDTO \,P TION (TYP. 2 5 O in '. \ � �... ;., � FOR EACH LEAF) • . � I-< � \ •. ; A2.) _ O 1/2 "TI FIXED TEMPERED 1/2 "THK FIXED TEMPERED 0 00 1* ` -K I/2"THK FIXED (f) SAFETY STOREFRONT GLASS SAFETY STOREFRONT GLASS N WITH 6" HIGH GLAZING BASE WITH 6" HIGH GLAZING SASE•: AFETY '.: \ � STOREPRONTEMPERED GLASSmi WIT1-4 6" HIGH I • :Et GLAZING , g ` � � BASE : • cc O top OF STOREFRONT i I`+I H \ LINE SOFFIT I- - = 1/8 // ABOVE = \ 1111 , 0 � U) .. ,• = r.�; i. . • • • • • •,• . • .,, . � N N CV y i__< M = 0• :/ • ,- L. IISiL - /.... / / T \ / / LEASE LINE _ y Y y Y y l'/.\ 1. / ' 1'-11 1/2" 1/4" LEASE LINE i LEASE LINE1/2.� 1/8" 1 1/81-.1, LINE OP BREAK METAL „ NEW SHEET TITLE FINISH ABOVE 1/2"PP ' LEASE LINE (VIP.) POWDER COATED BRAKE METAL ON NEUTRAL 1' -ii 1/2" LINE OF BREAK METAL 3/4" FRT PLYWOOD OVER 5/8" GYP PIER �� 11 1/8" �C-� STOREFRONT FINISH ABOVE I/2 THK FURNITURE GRADE i BD AND 3 5/8" 18 GA 6 16" O.G. CONSTRUCTION PLYWOOD STAINED BLACK OVER 1/2" REVEAL 40 FRT METAL STUD FRAMING,TYP. 3/4"11-K PLYWOOD ON 5/8" POWDER COATED METAL ON SOLID FURNITURE GRADE WOOD GYP. BD. SECURED TO 2 I/2" 18 GA. METAL. STUD FRAMING 6 16" O.C. TRIM STAINED BLACK FINISH 4310 , , ;. -� , z DETAILS BRAKE WITH 1/8 X I/S COMPLIANCE TUKWI 3/4" FRT PLYWOOD OVER GYP QUIRK, TYP. CODE CITY OF BD AND 3 5/8" 15 GA �1 16" O.C. CP-lA SP -IA METAL STUD FRAMING, TYP. MAY 02 2011 PC -3 b colAPPROVED MAY 2011 IT CENTER City of Tuzla PERMIT SHEET NO. A2 A STOREFRONT BUILD DETAIL 1 BUILDNG Diiv -OUT SCALE: 3" = 1-0" STOREFRONT BUILD -OUT DETAIL SCALE: 3" 1'-0" STOREFRONT BUILD DETAIL = -OUT SCALE: 3" = 1'-0" FAT GSP PROTOTYPE RELEASE 3.0 FINISH PLAN NON -SALES N/A N/A FL -5 OPEN N/A +48"AFF AT WALL 5E1-IIND DRINKING FOUNTAIN NOTE: NO WALL BASE A3.I C� �3_:1) TYP ALL 4 WALLS TOILET ROOM w PT -2 ABOVE 48" 3 WB -I F FL -4 CT CF G.W.B. PT -2 FA -FRP TO 4'-0" AFF I �w az C SCALE: 1/4" = 1'-0" TYP ALL 4 WALLS 2 W z J O FTA FITTING ROOM W B F CT CF WC -2, WC -3 WB -8 FL -3 GYP. SD. PT -4 I NON -SALES W N/A B N/A F FL -5 CT OPEN CF N/A NOTE: NO WALL BASE FTA SALES AREA W PT-I,PT-2,WC-I,WC-2 B WB -3,W8-8 F FL -1 CT OPEN OF PT -3 DUCTS 4 PIPES TO SE NST -3 IN BETWEEN CLOSER LINE AND GLAZING BASE WD -I FTA PASSAGE W PT -1, WC -4 S WB -8 F FL -1 CT GYP. SD. CF PT -3 WC -4 TO 4'-0" 43.1 3 43.1 WC -2 I SACKWRAP GRAFI-11C TO 141-0" PT- I WB -3 A3.1 FLY ZONE PASSAGE W P3 B F Fl P3, SI CT GYP. SD. CF P3 CP4;) u FLY ZONE FITTING ROOM W P3 S P3, 51 F FI CT GYP. SD. 3 A3.1 P1 P2 PI P2 CP= A PT -1 WB -3 Wp-1 WI in Illidti 111.1411111' 5'-31/4"TOO iAig GO 31 WALLCOVERI , 421 IN BETWEEN CLOSER LINE AND GLAZING BASE WS -1 NOTE: FACE OF STOREFRONT SOFFIT TO BE PAINTED SFP-1. DPG -I 8 A3.I Clo 41110 IN BETWEEN CLOSER LINE AND GLAZING BASE EXTEND MALL FLOORING TO GLASS DOOR CLOSURE LINE IN BETWEEN CLOSER LINE AND GLAZING BASE FLY ZONE SALES AREA W PI, P2 B P1, 51 F Fl CT CF OPEN P2 KFL SALES AREA W SFP-1,SFP-4,SFWC-3 S SFWS- I F CT CF DPG -1 A.C.T. PREFINISPED 5'-3 1/4" WALLCOVERING' Ooi3 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of TuioMSa BUILDING DiViSION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER FINISH PLAN SCALE: 1/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: RCH1TcCTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO, aV REVISIONS NO. DESCRIPTION DATE ' \ OUNERJ LANDLORD/ PERMIT COMMENTS 4-25-11 Y s Ned '4t4 z�< LL W Q co_ �- 2 co FT W W Zw I (60� Luh=Qt(C) 4 o Z --I 7r elk trW D UO w JG oQ Li) o� - co N C� w 0 H J LL FTA STORE SHEET TITLE FINISH PLAN SHEET NO. 4(3.0 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF Y s Ned '4t4 z�< LL W Q co_ �- 2 co FT W W Zw I (60� Luh=Qt(C) 4 o Z --I 7r elk trW D UO w JG oQ Li) o� - co N C� w 0 H J LL FTA STORE SHEET TITLE FINISH PLAN SHEET NO. 4(3.0 FA GSP PROTOTYPE RELEASE 3.0 NOTE: G.C. TO CREATE SMOOTH FLUSH TRANSITION BETWEEN TENANT AND MALL. ADA STANDARDS REQ. 1I Mnl eLolE 1:12 SLOPE TO ELIMINATE TRIPPING HAZARD 1,40.,,,... -CENTERLINE OP GLASS DOORS G.C. TO PROVIDE METAL SCI4LUTER-SCHIENE TRANSITION STRIP FOR CLEAN TRANSITION EX'G MALL FLOORING G.C. TO PROVIDE METAL SCHLUTER-SCHIENE TRANSITION STRIP EXISTING CONCRETE SLAB THIN SET MORTAR C" DYED POLISHED CONCRETE TILE TO DPC NOT USED G -C. TO GRIND EX'G CONCRETE SLAB TOPPING AS REQUIRED TO PROVIDE A SMOOTH TRANSITION BETWEEN FLOOR FINISHES SCALE: N.T.S. 5/8" OVER METAL STUDS WALL FINISH G.C. TO GLUE VINYL BASE TO PTD. GWB. BASE D ETA I L TENANT TO INSTALL MALL TILE AT ALL STOREFRONT AREAS BEHIND LEASE LINE AND AT ENTRY LOCATIONS, TO DOOR CLOSURE LINE 2. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. 3. NO VINYL COVE FLOOR SASE PERMITTED IN SALES OR OTHER AREAS ACCESSIBLE BY THE PUBLIC. 4. ALL FINISHES USED SHALL BE PER THOSE SUBMITTED AND APPROVED BY THE LANDLORD. NO SUBSTITUTIONS WILL BE PERMITTED WITI-TOUT PRIOR WRITTEN CONSENT FROM TI -4E LANDLORD. SCALE: N.T.S. SCALE: N.T.S. NOTE: G.G. TO CREATE SMOOTH PLUSH TRANSITION BETWEEN TENANT AND MALL DYED POLISHED CONCRETE CONCRETE SLAB DYED/POL 15HED CONC. TENANT TILE 1:24 MAX SLOPE G.C. TO GRIND EXISTING SLAB EXISTING MALL FLOORING. N.._ NEW MALL EXISTING MALL FLOORING aall�rs Ul N 4 w w z DPC TO MALL TILE 5/8" GJJJ.B_ OVER METAL STUDS 0 WALL FINISH I X 4 WOOD BASE BASE DETAIL A SCALE: N.T.S. SCALE N.T.S. LINE OF NON -SALES WALL BEYOND VINYL TILE • TRANSITION STRIP JOHNSONITE SSR -XX -E3 TRANSITION FROM FLOOR TO I/fro" TO I/8" (VCT) DYED POLISHED CONCRETE C . :'4 e 4: 4: 4: 4'. 4. A- C A e re "d r •4- 4• VC.T. DYED POLISHED CONCRETE DPC TO VCT FOOTACTION PORCELAIN TILE GRIND SLAB TO HAVE LEVEL FLOORS WITI-I NEW PORCELAIN TILE DYED POLISHED CONCRETE PORCELAIN TILE DYED POLISHED CONCRETE DPC TO PORCELIAN TILE F.A. SCALE: N.T.S. SCALE: N.T.S. CALLOUT I MANUFACTURER DESCRIPTION COMMENTS FURNISHED SY INSTALLED SY CALLOUT MANUFACTURER DESCRIPTION REVIEWED FOR tODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION COMMENTS RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER FURNISHED SY INSTALLED SY PAINT/METAL PAINT C-1) SHERWIN WILLIAMS "5W10I1 COLOR DORIAN GRAY SALES AREA WALLS TENANT G.G. TENANT GC. r7R-1 SHERWIN WILLIAMS S1.1.11019 GAUNTLET GRAY - EGGSHELL FINISH INTERIOR WALL PANT PRO MAR 200 ZERO VOC SALES FLOOR COLUMN/FOYER TENANT G.C. TENANT G.C. ICI •A2015 COLOR DEEP (BLACK) SALES AREA WALLS ABOVE 121-0" TENANT G.C. TENANT G.C. SWERWN WILLIAMS SW1011 DORIAN GRAY - EGGSHELL FINISH INTERIOR WALL PAINT PRO MAR 200 ZERO VOC SALES WALL TENANT G.C. . TENANT G.G. `r' J BENJAMIN MOORE *2124 U IRCUGHT IRC'N FITTING R CM AND VESTIBULE TENANT G.C. TENANT GC. S4ERWIN WILLIAMS 5W1019 GAUNTLET GRAY - FLAT FINISH INTERIOR WALL PANT PRO MAR 200 ZERO VOC SALES AREA CEILING TENANT G.C. TENANT G.C. 614ERWIN WILLIAMS 1JT019 COLOR GAUNTLET GRAY STOZIIKCN1 CEILING TENANT G.C. TENANT G.C. SASE SHERWIN WILLIAMS SW6901 DAFFODIL - SEMI GLOSS FINISH INTERIOR WALL PAINT FITTING ROOM CEILING TENANT G.C. TENANT G.G. ICE;) 3/4" x 4" POPLAR WOOD PAINTED (SEE FNISH PLAN FOR COLOR) TENANT G.C. TENANT G.C. SI-ERWN WILLIAMS 51U6258 - TRIGON BLACK INTERIOR WALL PAINT SALES AREA WALL BASE TENANT G.C. TENANT G.C. FLOORING TIGER DRYLAC QUESTMARK DYED POLISHED CONCRETE - MEDIUM GREY (SLACK) CONTACT; RONALD FRITT (484) 48S-3040 MEDIUM GREY (BLACK) TENANT TENANT TIGER DRYLAC 39/80020 BLACK/MATTE POWDERCOAT BLACK METAL 49/20041 STEEL RACK YELLOW POWDERCOAT YELLOW METAL ACCENT STOREFRONT PORTAL SASE STOREFRONT SIGN SAND FLY ZONE FINISH SCHEDULE CALLOUTI MANUFACTURER IDESCRIPTION PAINT SEE ELEVAT ONS (SHEET A4.1) FOR SALES AREA FINISHES I COMMENTS FURNISHED SY I INSTALLED SY TIGER DRYLAC 49/99999 BENGAL SILVER POWDERCOAT SILVER METAL ACCENT STOREFRONT BASE INTERIOR 4 EXTERIOR SIDE TENANT G.C., TO PROVIDE SAMPLES TENANT G.C., TO PROVIDE SAMPLES TENANT G.C„ TO PROVIDE SAMPLES TENANT G.C. TENANT GC. TENANT GC. COUNTERTOP SURFACE / WOOD POR FIXTURES AND CASEWORK SHERWIN WILLIAMS ISLU1042 COLOR: SHOJI WHITE CEILINGS, SOFFITS AND OPEN CEILINGS TENANT GC. TENANT G.C. C-2) TENANT VENDOR WOOD FOR FIXTURES AND CASEWORK FURNITURE GRADE PLYWOOD WITH BIRCH FINISH WALL FINISH / WALL SASE STOREFRONT DISPLAY WINDOW TENANT VENDOR TENANT G.C. '-4' SHERWIN WILLIAMS *5W1045 COLOR INTELLECTUAL GRAY SALES AREA WALLS TENANT G.G. TENANT G.C. SRIA TENANT VENDOR CUSTOM BLACK STAINED 1/2" BIRCH FURNITURE GRADE PLYWOOD STOREFRONT DISPLAY WINDOW SWERWIN WILLIAMS 4511,990 COLOR CAVIAR VESTIBULE TRIM TENANT G.C. TENANT G.C. JOI-NSONITE COI, COLOR BLACK VINYL WALL BASE - 4" HIGH STOCK ROOM TENANT VENDOR TENANT G.G. TENANT G.C. TENANT G.G. SHERWIN WILLIAMS *$.U6 65 COLOR HYPER BLUE FITTING TROCM WALL TENANT G.C. TENANT G.C. VISUAL MAGNETIC RESPONSIBILITY Ix6 WOODEN WALL BASE - PAINTED PT -2 SALES AREA STOREFRONT TENANT G.C. TENANT G.C. Ix4 WOODEN WALL SASE - PAINTED PT -2 SALES FLOOR WALL BASE 1. ALL PARTITIONS AND SURFACES TO SE PAINTED UNLESS OTHERWISE NOTED. 2. ALL DOORS AND FRAMES SHALL BE PAINTED TO MATCH COLOR OF ADJACENT WALL TO ROOM UNLESS OTHERWISE NOTED, DOOR FROM SALES TO NON -SALES PAINT TO MATCH SALES AREA WALL FINISH. 3. ALL FINISHES TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL SE SMOOTH AND FLUSH. B. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING TI -4E MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM or 4" AND MUST SE ROLL-OUT TYPE (NOBLESEAL OR EQUAL). 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER RETAINAGE. �. PAINT TRIM SY GC, 8. NOT USED. 9. REAR SERVICE DOOR. -FINISH PER LANDLORDS STANDARDS INCLUDING REQ'D SIGNAGE 10. GC. TO PRIME WALLS TO ACCEPT WALLCOVERING PRIOR TO INSTALL. ROOM NAME W WALL FINISH -I B WALL BASE F FLOOR FINISH CT CEILING TYPE CF CEILING FINISH MISC NOTES STOREFRONT 6" BLACK METAL SASE STOREFRONT PORTAL TENANT G.C. TENANT G.G. TENANT G.C. TENANT G.C. 1/2" TEMPERED GLASS BUTT -JOINED WITH 1/8" GAPS w/ LOGO APPLIED TENANT GC. TENANT GC. I/2" FROSTED GLASS BUTT -JOINED WITH 1/8" GAPS TENANT G.C. TENANT G.C. NOT USED NOT USED NOT USED NOT USED NOT USED METAL FRONTS, INC. 16 GA. STAINLESS STEEL BRAKE METAL *4 BRASH METAL FINISH SAMPLE APPROVAL BY FL STORE PLANNING PRIOR TO FABRICATION Re:ER TO NOTES SWEET A2.0 CONTACT GEORGE MISENI-ELDER 121-556-2122 TENANT G.G. TENANT G.C. UJB -6 Ix6 WOOD WALL BASE - TO- MATCH PT -5 COLUMN SASE TENANT G.C. TENANT G.C. 6" 141GW METAL BASE W/ PC -3 SILVER POWDERCOAT FINISH STOREFRONT SHOW WINDOW TENANT G.C. TENANT G.C. WALL FINISI-I MARLITE TOTAL PLASTICS LIGHT GRAY - FIBERGLASS REINFORCED PANEL (FRP-P151) NELPLAS 'FtACTICN BLACK" 48" 4 X .040 CONTACT: JIM JACKSON (800) 302-4635 CLASS A RATED TENANT GC. TENANT G.C. KOROSEAL Ix4 WOODEN WALL BASE - PAINTED PT -5 PRODUCT 4'32189. CRUSH COLOR ZINC. CONTACT: HLDA CONCEPCION (919)2003494 FITTING ROOM, VESITBULE, FOOTWEAR SHOE WALL TENANT G.C. TENANT G.C. TENANT TENANT G.C. ,texascREs sr TENdNr GO EGRESS/PASSAGE CORRIDOR TENANT G.C. TENANT GC. we -s VISUAL MAGNETIC VISUAL MAGNETIC SYSTEMS - http://www.vIsualmagnetIcs.com/ GRAPHIC BY VENDOR. SEE Gil FOR ADDITIONAL INFORMATION CASHWRAP/DENIM WALL/FITTING ROOM TENANT acf. 4 T$Vazai vacciR TENANT G.G. MDC WALL SLUE BUBBLE SACIQRAP WALL AND SHOW WINDOW TENANT TENANT GC FLOORING DYED POLISHED CONCRETE - MEDIUM GREY (SLACK) CONTACT. RONALD PRITT (484) 488 3040 TRI-KES RHYTHM OP THE STRIPE PRODUCT 2VRS-05M YELLOW FITTING ROOM TENANT CSR BY 1k1V4NT GG TENANT G.C. TOTAL PLASTICS NELPAS "FOOT ACTION BLACK " 46"64)4040 CONTACT: JIM JACKSON (800)3824635 FOYER REAR CORRIDOR FOR PUBLIC ACCESS TENANT G.C. TENANT G.C. QUESTMARK ARMSTRONG AZROCK VINYL COMPOSITION TILE- IMPERIAL TEXTURE STD. EXCELON 415I9I5 COLOR CHARCOAL 12"X12"Xl/8" VS -249 DAISY SOLIDS (YELLOW) DEMARKATING EMERGENCY EGRESS N STOCK ROOM MEDIUM GREY (BLACK) NON -SALES ONLY TENANT TENANT G.C. TENANT TENANT G.C. iNB-1 JOHNSONITE PER LANDLORD CRITERI A 4" VINYL WALL BASE 1/8"T4.1640 BLACK 4" 14 X 3/4" T1 -K POPLAR 1U 'CD SASE PAIN I EU SPP -4 4" 14 X 3/4" 11-K POPLAR COP SASE PAINTED SFP-1 4" 14 X 3/4" TI -K POPLAR WOOD SASE PAINTED SPP -Co MATCH MALL FLOORING IN COLOR TEXTURE AND PATTERN. SALES ARE4 WALLS FITTING R O 1 BASE VESTIBULE 4 PASSAGE AREAS COORDINATE W/ MALL REP. FOR AVAILABILITY INSTALL TO CLOSURE LINE TENANT G.C. TENANT G.C. TEN•LANT GC TENANT GLC. TENANT GC. TENANT G.C. FLOORING MARLITE TENANT VENDOR STORE FLOORS LIGHT GRAY - FIBERGLASS REINFORCED PANEL (FRP-P151 CLASS "A" RATED CUSTOM STAINED POLISH CONCRETE FLOORING "MIDNIGHT GRAY" RESTROOM PORCELAN TILE IR 42424012 ABSOLUTE BLACK 14ONED 24'124' BL MAPEI GROUT -10 SEE Pit: 6/A3.). CONTACT: KIMBERLY FECEGRAF14 (61S) 638.1619 A SA O V.C.T.00 PORTAL ENTRY NANT G.C. TE T OR T �v T VENDOR (TILES ONLY) TENANT G.G. TENANT VENDOR TENANT G.G. TENANT GCC STORE FLOORS PORCELAIN TILE. IRI424240I2 ABSOLUTE SLACK 14CNED 12'x24° MAFEI GROUT -1a SLACK SEE IX: 6/A3.0. CONTACT: Kie BERLY FENDEGRAPN (61S) 6381619 FITTING ROOM TENANT GCC TENANT GC. ARMSTRONG VINYL COMPOSITE TILE. AMALFI - STONE OR (APPROVED EQUAL) G2080 t'OLL WITH 12 FT., - RESTROOMS TENANT VENDOR (TILES ONLY) TENANT G.C. TENANT GC. TENANT GC. TENANT G.C. ARMSTRONG VINYL COMPOSITE TILE. IMPERIAL TEXTURE STANDARD EXCELON. 51915 CHARCOAL 12"x12"4" STOCKROOM TENANT G.G. TENANT G.C. SC -1'-s ECORE COMMERCIAL FINISH NOTES FINISH KEY KIDS FOOTLOCKER FINISH SCHEDULE SEE ELEVATIONS (SHEET A4.1) FOR SALES AREA FINISHES EXISTING TO REMAIN RUBBER MATT - ECO SURFACES COMMERCIAL FLOORING - ECO NIGHTS - )" THICK OR TSD BY VENDOR FOOT ACTION FINISH SCHEDULE TENANT G.C. TENANT G.C. 626 TOTAL ECLIPSE TENANT G.G. TENANT G.C. SEE ELEVAT ONS (SWEET A4.0) FOR SALES AREA FINISHES FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: AR URE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL -:�I53_BED PETER S. timattE STATE Of WASH! REVISIONS NO. DESCRIPTION DATE OWNER/ LANDLORD/ PERMIT COMMENTS 4-25-11 OJA W 00 u-2ao T Lu m .=�ZQ oW -(0 (.0 ZI—=2�ct C W D — OO w =oQ o00 co 11" cnCV W cc H SHEET TITLE FINISH SCHEDULES SHEET NO. A3.1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED T F GROSS AREA: 7,974 SQ. . SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF OJA W 00 u-2ao T Lu m .=�ZQ oW -(0 (.0 ZI—=2�ct C W D — OO w =oQ o00 co 11" cnCV W cc H SHEET TITLE FINISH SCHEDULES SHEET NO. A3.1 FA GSP PROTOTYPE RELEASE 3.0 PT-Bi1G! S.O. DECK EL: 18'-5" AFF. ADD'L GYP. BD. EL: 16'-0" A.F.F. NOTE: 3. ALL VISUAL MAGNETIC PAINT APPLICATION TO 1. ALL WALL FINISHES TO BE 1" ABOVE FINISH BE 1/4" SHORTER ON ALL EXPOSED EDGES FLOOR BASED TO SE APPLIED AFTERWARDS THAN PROVIDED GRAPHIC DIMENSIONS. SEE G-1.1 FOR ADDITIONAL INFORMATION 2. REFERENCE POINT FOR DIMENSIONS TO BE TAKEN e HIGHEST POINT OF FLOOR INTERIOR ELEVATION 4. SEE PARTITION TYPE "D" ON AU FOR PLUGMOLD HEIGHTS PTC IsNuom m i slslsl IN s s MI s MUM P1-111.10411 s s s s s s ss r s ii s s s s I 14:416164b s s MI IN MI MIMI s s sI Ms Ms s s s s PT-@WCt4! s s Pt.11.11C411 s�sss = M M. s Ft.41tlC4! s s s s s s Pit-tliJGli s s s PT -3 1011 39'-I0 1/2" PLUGMOLD IRRO;- WB -3 4'-10" -' CPT-) PT -3 - II SCALE: AS NOTED C •• 7,974 SQ. FT. ,� 4,641 SQ. FT. PROJECT # : FTA -008 kiix STAFF 0. Ff-Ol .TA PT TA SP I (� -TA �_•,.•°r' / ,,'' --Oi -'''\50 -14• TAL•,:>.-'' IT Fl>1151-1 , i,1911.41 141-0" NOTE: 3. 1. ALL WALL FINISHES TO BE 1" ABOVE FINISH FLOOR BASED TO SE APPLIED AFTERWARDS 2. REFERENCE POINT FOR D IMENS I ONS TO BE TAKEN e HIGHEST POINT OF FLOOR O 0 0 0 INTERIOR ELEVATION ALL VISUAL MAGNETIC PAINT APPLICATION TO SE 1/4" SHORTER ON ALL EXPOSED EDGES THAN PROVIDED GRAPHIC DIMENSIONS. SEE G-1.1 FOR ADDITIONAL INFORMATION 4. SEE PARTITION TYPE "D" ON A1.1 FOR PLUGMOLD HEIGHTS IN -WALL CONTINUOUS BLOCKING FOR PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS CASED OPENING REFER TO CONSTRUCTION DETAILS PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS VINYL GRAPHICS REFER TO SIGNAGE DETAILS OBRAKE METAL ENCLOSURE REFER TO STOREFRONT DETAILS 0 0 VISUAL MAGNETIC PROCESS, CONTACT MFR REFER TO GI.1 SEE A-13 FOR FITTING ROOM ELEVATIONS ELEVATION NOTES •. U • r . • WALL COVERING DETAIL PROPOSED WALL STUD FRAMING 5/5" GYP. SD. 1/2" GYP. SD. KOROSEAL (WC -1) FINISH J -MOLDING FROM NELPAS. BLACK FINISH PARTITION WALL TO EE PAINTED PT -1 SCALE: 1'-0" = 1'-0" CP -1i WB-� S.O. DECK 1-1 EL: IS' -5" AFF. T.O. PORTAL FINISH 11 EL: 12'-4" A.F.F. SOFFIT FIN151-1 UNDERSIDE OF SOFFIT EL: 9'-4" A.F.F. SCALE: 1/4" = WD-I III MI NI I+ III MI MN • • • • 1E11 MEER 1111111_ 11116 CBI 4461111! i PT -{1404. Fr -kw -4o �I IL_ MN MINI -111111.111111 N-= MNMM- -NMII• -M-= NMI i� 11111111111NMI gB MIMB s ,1M4M111 MN NM s s s s s s s s _I_ Ell MIN INN s 22'-1 3/4" PLUGMOLD -s 1 MIN s ElMNMMI Ell III NE - s 2'-0 /MIRROi4k' S'-10 1/5" i NOTE: 3. ALL VISUAL MAGNETIC PAINT APPLICATION TO I. ALL WALL FINISHES TO BE 1" ABOVE FINISH BE 1/4" SHORTER ON ALL EXPOSED EDGES FLOOR BASED TO SE APPLIED AFTERWARDS THAN PROVIDED GRAPHIC DIMENSIONS. SEE G-1.1 FOR ADDITIONAL INFORMATION 2. REFERENCE POINT FOR DIMENSIONS TO BE TAKEN e HIGHEST POINT OF FLOOR INTERIOR ELEVATION 4. SEE PARTITION TYPE "D" ON A1.I FOR PLUGMOLD HEIGHTS - -REFERENCE POINT FOR WALL FIXTURES OF GRAPHIC WALL PT -3 r V VISUAL MAGNETIC PAINT TO BE 1/4" SHORTER ON ALL MD EXPOSED EDGES THAN THE PROVIDED GRAPHIC DIMENSIONS. SEE A3.0 FOR ADDITIONAL INFORMATION U GRA 'HIC 11'-11 5/S NOTE: 1. ALL WALL FINISHES TO BE 1" ABOVE FINISH FLOOR BASED TO BE APPLIED AFTERWARDS 2. REFERENCE POINT FOR DIMENSIONS TO BE TAKEN e HIGHEST POINT OF FLOOR Gip INTERIOR ELEVATION 3. ALL VISUAL MAGNETIC PAINT APPLICATION TO BE 1/4" SHORTER ON ALL EXPOSED EDGES THAN PROVIDED GRAPHIC DIMENSIONS. SEE G -I.1 FOR ADDITIONAL INFORMATION 4. SEE PARTITION TYPE "D" ON A1.1 FOR PLUGMOLD HEIGHTS 2'-0" /MIRRCA' PLUGMOLD 11'-101/2" 12'-0" NO PLUGMOLD PLUGMOLD 4 • B.O. DECK EL: 18'-5" WALL COVERING EL: 14'-0" B.O. DECK EL: IS' -5" AFF. ADM_ GYP. BD. EL: 16'-0" AFF. bo 00Y3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 1/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO 159 REVISIONS NO. DESCRIPTION DATE A OU.NER/ LANDLORD/ PERMIT COMMENTS 4-25-1i DATE: 3-24-17 SCALE: AS NOTED •• 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0. Ff-Ol .TA PT TA PT -1114C -TA Pr TA PT TA Pt TA 11'-11 5/S NOTE: 1. ALL WALL FINISHES TO BE 1" ABOVE FINISH FLOOR BASED TO BE APPLIED AFTERWARDS 2. REFERENCE POINT FOR DIMENSIONS TO BE TAKEN e HIGHEST POINT OF FLOOR Gip INTERIOR ELEVATION 3. ALL VISUAL MAGNETIC PAINT APPLICATION TO BE 1/4" SHORTER ON ALL EXPOSED EDGES THAN PROVIDED GRAPHIC DIMENSIONS. SEE G -I.1 FOR ADDITIONAL INFORMATION 4. SEE PARTITION TYPE "D" ON A1.1 FOR PLUGMOLD HEIGHTS 2'-0" /MIRRCA' PLUGMOLD 11'-101/2" 12'-0" NO PLUGMOLD PLUGMOLD 4 • B.O. DECK EL: 18'-5" WALL COVERING EL: 14'-0" B.O. DECK EL: IS' -5" AFF. ADM_ GYP. BD. EL: 16'-0" AFF. bo 00Y3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 1/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO 159 REVISIONS NO. DESCRIPTION DATE A OU.NER/ LANDLORD/ PERMIT COMMENTS 4-25-1i lag -fiSt 0� 0 w CC O F- -J LL W cc 0 H SHEET TITLE FOOTACTION INTERIOR ELEVATIONS SHEET NO. A4.0 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF lag -fiSt 0� 0 w CC O F- -J LL W cc 0 H SHEET TITLE FOOTACTION INTERIOR ELEVATIONS SHEET NO. A4.0 FA GSP PROTOTYPE RELEASE 3.0 dek B.O. DECK EL: 18'-5" AFF. PAINT LINE EL: 12'-0" AFF. di B.O. I-TEADER EL: S' -S" AFF. INTERIOR ELEVATION I1'-5 1/4" AFF. PIN. CEILING WC - LEASE LINE 1/2" TEMPERED GLASS SEE DETAIL 5/A4.0 POR ADDITIONAL INFORMATION FZ THRESHOLD HEADER BY NIKE VENDOR FZ THRESHOLD PILASTER BY NIKE VENDOR SCALE: 1/4" = 1'-0" T '1- INTERIOR ELEVATION sP-..4) 0 0 I ( ( 0 10'-8 1/2" 0 TYP. ( SFWC-3 BUBBLE WALLCOVERING STRETG-I FRAME GRAFI-11C 3-24-17 SCALE: AS NOTED •\ • � i / ,. 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. -. FTA -008 DRAWN BY: STAFF (P-2) \ / / ' /, /-- ,- /' OPEN TO KIDS FOOT LOCKER \ �\ / ` \ \, \ SEE DETAIL 5/A4.0 POR ADDITIONAL INFORMATION FZ THRESHOLD HEADER BY NIKE VENDOR FZ THRESHOLD PILASTER BY NIKE VENDOR SCALE: 1/4" = 1'-0" T '1- INTERIOR ELEVATION sP-..4) 0 0 I ( ( 0 10'-8 1/2" 0 TYP. ( SFWC-3 BUBBLE WALLCOVERING STRETG-I FRAME GRAFI-11C 3-24-17 SCALE: AS NOTED •\ • � i / ,. 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF \ INTERIOR ELEVATION ( I SEE DETAIL 5/44.0 FOR ADDITIONAL INFORMATION ( SCALE: 1/4" = 1'-0" 0 TYP. • B.O. DECK_ EL: 18'-5" AFF. di PAINT LINE EL: 12'-0" AFF. C/\( INTERIOR ELEVATION 46I2'-0" AFF. ACT n rn cv STANDARD 14'-0" LENGTH TO BE CUT ON SITE BASED ON SITE CONDITIONS. 2'-0" ..................•tit. ►.•.o❖.❖•.�.o..❖.❖.•.�At 8'-3 1/8" UT TEE FLY ZONE LOGO SCALE: 1/4" = 1'-0" \ A 5'-11 1/8" 12'-5 3/8" FZ THRESHOLD HEADER BY NIKE VENDOR 2,_0" • / OPEN TO FLIGHT ZONE INTERIOR ELEVATION 12'-0" APP.Aik ACT 11-5 1/4" A.F. 4,04 FIN. CEILING LEASE LINE 1/2" TEMPERED GLASS KMT -1 SCALE: 1/4" = 1'-0" 12 C -TT" AFF. A FZ THRESHOLD PILASTER BY NIKE VENDOR B.O. DECK EL: 18'-5" AFF. dk PAINT LINE EL: 12'-0" AFF. \ OPEN TO VESTIBULE INTERIOR ELEVATION SCALE: 1/4" = 1'-0" odk B.O. DECK EL: 18'-5" AFF. AL PAINT L INE EL: 12'-0" A.F.F. di GYP. S. CLG. EL: II' -0" AFF. Ala I0'-0" AFF. B.O. ENTRY SOFFIT C P� 1.12.6.111.1.1111 frf KMT -1 INTERIOR ELEVATION KMT -1 6" GLAZING SASE <J SCALE: 1/4" = 1'-O" INTERIOR ELEVATION bn SCALE: 1/4" = 1'-O" 0 0 0 0 SCALE: 1/4" = REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2011 City of Tukw to BUILDING DIVISION CONTINUOUS LEDGER BOARD FOR PERIMETER WALL SYSTEM. REFER TO FIXTURE DETAILS CASED OPENING REFER TO CONSTRUCTION DETAILS PERIMETER WALL SYSTEM REFER TO FIXTURE DETAILS REVERSE IMAGE VINYL GRAPI-IIC REFER TO SIGNAGE PETALS IBRAKE METAL ENCLOSURE REFER TO STOREFRONT DETAILS ELEVATION KEY NOTES 073 RECEIVED CITY OF TUKWILA MAY 022011 PERMIT CENTER NELPLAS CORNER MOWING X81 COLOR: CANYON BLUE PARTITION WALL — CORNER GUARD DETAIL SCALE: 1" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: Ark, ECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP REVISIONS NO. DESCRIPTION DATE n OWNER/ LANDLORD/ PERMIT COMMENTS 4-25-1i ot< oJA _W Q CO �-�oo T F- U) W J W vErW5 WIW-2Q, (10 ozF-J�- acWD— °-OO WN CD O COCD 411: (1) N W cc 0 F - _J U- W CC 0 F - SHEET TITLE KIDS FOOT LOCKER & FLIGHT ZONE INTERIOR ELEVATIONS SHEET NO. A4 ■ 1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF ot< oJA _W Q CO �-�oo T F- U) W J W vErW5 WIW-2Q, (10 ozF-J�- acWD— °-OO WN CD O COCD 411: (1) N W cc 0 F - _J U- W CC 0 F - SHEET TITLE KIDS FOOT LOCKER & FLIGHT ZONE INTERIOR ELEVATIONS SHEET NO. A4 ■ 1 FA GSP PROTOTYPE RELEASE 3.0 DRAWING TUBE. SEE DETAIL 5/A5.4 EGRESS PATH THROUGH NON -SALES DEFINED BY 12'-0" 141GW MASONITE ON THE SACK SIDE OF SHELVING UNITS FIRE EXTINGU r FIXTURE PLAN 1 SHED s UTILIT 3'X4'X 4' r -- 4X10 4X10 0 1 4'X12'I-1iR 14'X12'1-1 co i i i i i EGRESS PATH THROUGH NON -SALES DEFINED 151- 121-0" Y12'-0" HIGH MASONITE ON THE SACK SIDE OF SHELVING UNITS IU—W <Cz 2J C X SCALE: 1/4" = 1'-0" 0 111 rAld � , A. ��' ' / I FA-FRMB i U i 1 — — ��i �� ' FA-FRMM . / cv 41-4 1/8 � . 6 13/I6" 39'-I0 1/2" II FOOTWEAR 21-0" (4o" ocir •irareraro rawAriw r�r��ror_afr�rr��rr�rrdraBirAffor.��rrirnwor�raxsroprier�rr�+r�r��uftirfforwrA-�wr_l,walr��r cIr_ USG — - I1 ��Ii[� 'i�!I LILI �'�i - iiir iu•�!1 USG—�t��O! t! I . lily' I��1 HANG -2 WHC-48 WHC-48 W+ -IC -48 W1 -1C-48 WI -IC -48 WI -1C-48 WIC -48 WPC -48 WPC -48 WIC -48 14'-10" II 3I_6II • _m1, .iceJaromuiremieirrawdrargriciamiiirmirmiummonno in iiimimirmisimmaiII•M�I! 1 2 i WI -4C -48C-48 W'C-48 WHC-48 i._ WPC -36 268 28E3 FIXTURE PLAN W z J 41-1 3/8" SHOE -T U U LF UGEN56pV5"13 U U LP gEN01U/513 MHANCx24 FTA STOCK I SHOE -T GEN10V513 m CASHWRAP / BACKWRAP 110..10..10..10..10..10..10..10.. FIRE EXTINGUISHER 16'-0" 12'-0" 5" 1 11'-10 1/2" ACCESSORY/HATS BACKWRAP 111-11 5/8" STYLE STORY KFL STOCK en _I J A■m !iiimTEEu■miinnumi�■mu■mi■■■ii■annin\ i.CZ » CI' ....Ii7C:�AG�� O��G�. �OG�.�•��3�am�-�11:41��r•: •I•I•I•I•I•ZAGI•NrGIKKZP.Z�� ZK4AWkI41 1117 E4114zrN WPC -4S WI -4C-48 111I -IC -4S WPC -TA T-SHIRT WALL WPC -TA WPC -TA MHANG24 STS -TS STB -TA STS -TS P-1 P-1 P -I P -I P -I P-1 11'-10 1/2" (6) PANELS MP/P-1 o 0 FL- C 1-I-98 0 o SM1TI.4 AVEN o 2'X12' 2'X12' FIRE EXTINGUISHER tc-zGNN--I FL -SKSN (10) FL -BM -CU (11) FL -BM -CU 4' X12' CC 4'X12' 4'X12' MP/P- P -I P -I P-1 P -I P-1 P -I P -I P -I P-1 P -I 5 1/2" 31'-10 1/2" (16) PANELS VI 007 3 LEASE LINE DIMENSION LEASE LINE DIMENSION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2011 PERMIT CENTER SCALE: 1/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ATE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINSTO REVISIONS NO. DESCRIPTION DATE A C11NER/ LANDLORD/ FER1T COMMENTS 4-25-I1 O / ' \ W Q W W w •�. J W r177zQ W 0 z —1 �- aOO WN 0 C U) N FTA STORE SHEET TITLE FIXTURE PLAN SHEET NO. A5.0 FA GSP PROTOTYPE RELEASE 3.0 • DATE: 3-24-17 SCALE: AS NOTED GROSS AREA:A 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJ ECT # : FTA -008 DRAWN BY: STAFF O / ' \ W Q W W w •�. J W r177zQ W 0 z —1 �- aOO WN 0 C U) N FTA STORE SHEET TITLE FIXTURE PLAN SHEET NO. A5.0 FA GSP PROTOTYPE RELEASE 3.0 • ` FOOT LOCKER INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: A C CTL E 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL NSSSS REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO ti. REVISIONS _ NO. DESCRIPTION DATE ` / ' \ OILER/ LANDLORD/ PERMIT COMMENTS 4-2341 I. ALL WOODWOFK ATTACKED TO THE PREMISES, BLOCKING, GROUNDS, ETC. SHALL BE FIREPROOF AND DESCRIPTION NSTAd LED ST LOCATION FIXTURE SYMBOL CODE EXIST NEW TOTAL FIXTURE NAME FIXTURE SYMBOL CODE EXIST NEW TOTAL FIXTURE NAME FIXTURE SYMBOL CODE EXIST. NEW TOTAL FIXTURE NAME 4 FINISHES COMPLY WITH THE LANDLORD'S AND GOVERNING BUILDING CODE REQUIREMENTS. HARDWAREWALL P_, WF001S 0 0 0 PERIMETER OUTRIGGER POST 0 2 2 ON D D SHELFOE TO TENANT SHOE WALL �� SMIT 4AVEN m� FL'SkBN SOCK BIN 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOS SITE AND NOTIFY NE CLAMP FL -SII -P1 0 3-t 31 WALL PANEL ARCHITECT AS TO MY DISCREPANCIES IMMEDIATELY. WALL SHELF HANGER TENANT PERIME=TER WALLFL-SH-PI - 0 0 INCLUDED IN ABOVE COUNT ' F-1 1 I I - 2 2 WARDROBE TABLE °"—° FL-LLSN 0 LEASE LINE SIGN HOLDER 3. ALL CABINET AND DRAWER INTERIORS TO BE CLEAN MAPLE LACQUERED PLYWOOD VENEER, UNLESS STEPPED FACECUr TENANT - WC0015-FC 0 Oro Oro FLUSH MTD POST W/LEYELER ...•44.44•o�•.�.�.•�' 4,•464, ,.,.,.m OTHERWISE NOTED. STRAIGHT SHELF CLAMP OVER USED TENANT ACCESSORY WALL ON WALL HANGERS �� 1FL.-M R I14-21 0 5 5 SMITI-MAVEN MIRROR PANEL 1 1 FL -BW -SG 0 0 0 STRETCH GRAPHIC 4. MILLWo1ic coNTRACTOR TO COORDINATE Wttu OTHER TRADES AND PROVIDE coNCEALED GROUNDS AS 12°x24" EXTENDED SLATWALL i I I CENTER FOOTWEAR HANGBatzrI -,,,tet VARIOUS - REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND EQUIPMENT AS REQUIRED. VERIFY ALL DIMENSIONS !DISPLAY a" SLATWALL PEG HOOK tt=NANT VARIOUS m -^-4F1.- "11-46 0 1 1 TIERED TABLE FL -SN -CU 0 24 24 BENCH CUBES PRIOR TO FABRICATION. 5. ALL MILLWORK HARDWARE TO BE FURNISHED AND INSTALLED BY MILLWORK CONTRACTOR SHELVES TENANT VARIOUS ROLLING 0 KFI.-MGI-SET 0 1 1 MANNEQUIN SET WITH BASE 6 6 4FT APPAREL WALL DATE: 3-24-�I 7 SLATWALL�t 14"6. LwAAL TENANT VARIOUS FL -12-54A 0 3 3 ,RACK 52"1_ X 54 H ADJUSTABLE 0 - pLAxE`s — — — — — ALL EXPOSED HARDWARE f S TO SE BLACK MANNEQUIN SET WITHOUT SCALE: AS NOTED (ACCESSORY/COLUMN) TENANT I RfMETER WALL/COLUMN fl 1�f2i3-' 0 0 0 ROLLING RACK �' ISL -NG -BET m 0 m BASE - 13"L X 50" H BOY'S YAS-1 I. ALL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. SHOE !SKID DIVIDERS/GRAPHIC tt=Nat SHOE WALL u y - 2 2 FRAMESMANNEQUIN FITTING ROOM DOOR AND Q SQUARE "PLINTH" 7FL-Di�F 0 1 1 8. MILLWORK CONTRACTOR TO FURNISH 4 INSTALL RUBBER BUMPERS ON ALL DOORS � DRAWERS. HAT WALL ACCESSORIES TENANT HAT WALL ,�, FL -508-2I 0 2 2 SASE UNIT FRAME GROSS AREA: 7,974 SQ. FT. YAS-2 - BOY'S SALES AREA: 4,641 SQ. FT. „, S. NO FIELD FINISHING OTHER THAN MINOR TOUCH-UPS OF MILLWORK WILL BE PERMITTED. PROVIDE 2-1/2 BLACK SIGN HOLDERS TENANT VARIOUS 2 WELL ADA CASHWRAP FL -FRB 0 1 1 FITTING= ROOM BENCH MANNEQUIN FL-CW5H-9� 0 1 1 R. -11t5 PLASTIC GROMMETS IN COUNTERTOP. AT CASHWRAP AS NOTED ON THIS PLAN AND DETAILS. FOOTACTION i• ri.-"�" CSMITHHAVEN DESIGN) PROJECT # : FTA -008 INSTALLATION RESPONSIBILTY FL M-36 FITTING ROOM FRAMED - 2 2 BOY'S YAS-3 -TENANT. F.- -Ft 0 1 1 MANNEQUIN 10. MILLWORK IS TO SE HANDLED UNDER SEPARATE CONTRACT 131 GENERAL CONTRACTOR IS TO FIXTURE SYMBOL QTY. DESCRIPTION '�L-CW-59 KFL-CW-99 0 1 1 KFL BACKWRAP UNIT -RAVEN MIRROR- aro X80 DRAWN BY: STAFF COORDINATE SCHEDULING WITH MILLWORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR BOY'S YAS-BUST INSTALLATION AND CLEAN UP. tt.-,� FL-�r24 30 FL -FR -B-30 0 1 1 FITTING ROOM 30" Q - 6 6 OLIN IT 4 OWN IT VINYL GRAPI-IIC (FROM VENDOR) FL -TW 0 2 2 2 -WAY FIXTURE h 11 HANG BAR BUST FORM IL REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FIXTURE INFORMATION. GIRL'S YAG -BUST _� _ 2 2 BUST FORM Foot Locker FOOTACTION.COtI 3 FOOTACTION.COM (FROCK VENDOR) GENERAL NOTES ... ..... 1 mi. - I 1 LONG SINGLE HANG FOOTACTION j •..•.`�'•,,;,`� KIDS FOOT LOCKER FIXTURE SCHEDULE � RACK Sa. Et". CEILING VIYN L GRAPHIC LEGEND Sa. FT. RATIO HEIGHT FIXTURE SYMBOL DESCRIPTION FIXTURE SYMBOL CODE EXIST. NEW TOTAL FIXTURE NAME 4 FINISHES FIXTURE SYMBOL CODE EXIST. NEW TOTAL FIXTURE NAME 4 FINISHES 1,891 MANAGER'SDESK- INCLUDING CHAIR / KFL SALES AREA: 550 121-0" 1 FILE CABINET ET t SAFE. o o _ _ _ ill �I+ NOTE: SOMETIMES DESK MAYBE SHoult`1 ° ULTRA PACK WALL 4.X10, FT -CW - 1 1 CASHWRAP FT -PT - 1 I PANTS TABLE KFL STOCK AREA:sxa 1,130 33% OPEN A3 A SINGLE UNIT H L X FIXED SHELVING UNIT KFL SUPPORT AREA: 411 12% VARIES 0 WRAP STOREFRONT FRONTAGE: 2S' -II 1/8" HR HANG ROD UNIT FT -CLU -I5- 1 1 ADD ON ADA _ FT -SHOE - 2 2 SHOE TABLE ALUMINUM TIERED MOBILE SHELVING UNIT- - - KFL LEASE AREA: 3,438 I MS HER BLEACHER )JECT TITLE JTER WESTFIELI "HCENTER MAL A, WA .16 - UITE 105' 56 KFL STOF FT-SW-L 1 1 SACK LEFT ROLLING LADDER - -WRAP - ALUMINUM TIERED BLEACHER KIDS FOOT LOCKER SQUARE FOOTAGE CALCS. A. 14= NEW FT -SW -R2 - 2 SACK -WRAP - RIGHT E. EXISTING SHELVING] LINEAR FT. PAIRS PER R. EXISTING / RELOCATED 48"xIO2" ACCESSORY PAIRS FT -AWP - 5 5 FT -TS -T1 - 1 T-SHIRT TABLE WEIGHT OF SHELVING LINEAR FOO LADDER RAILS WALL PANEL Li -r TEE - 2 2 6FT FOOTWEAR WALL eD FIRE EXTINGUISHER FT -USG - 11 11 UPPER SHOE GRID MOBILE SHELF UNITS 10'-0" 80' 33.15 2,T00 NUMBER OF PAIRS CALCULATED e 56 PAIRS PER LINEAR FOOT FOR 0 DRAWING TUBE FT -LSC - 11 11 LOWER SHOE GRID REGULAR SHELF UNITS 12'-0" 216' 405 11,1145 12'-0" HIGH SHELVING. FT-2WAY - 3 3 2 WAY FIXTURE o o © 4FT FOOTWEAR WALL NOTE: WHEN NEW STOCKROOM SHELVING IS SPECIFIED, TENANT - 4 4 EZ UNITS 12'-0" 4' NUMBER OF PAIRS CALCULATED 8 G.C. IS TO ASSESS MAXIMUM ALLOWABLE SHELVING HEIGHT± FT-wI-IG52 - 3 3 52" DENIM CHANNEL SHELF 46 PAIRS PER LINEAR FOOT FOR MAINTAINING MIN. 24" CLEARANCE TO CLG ABOVE± AND REPORT - NO LED CROSS CHANNEL UNITS 12'-0" 4'TO 10'-0" HIGH SHELVING. FOOTLOCKER CONSTRUCTION MANAGER UPON COMMENCEMENT OF PROJECT. FT-4WAY - 3 3 4 WAY FIXTURE 6FT FOOTWEAR WALL - © © c7 0_ I I WANGROD UNITS 12'-0" B'45" FT 1-1 ,-� 48" CHANNEL SHELF W/ -U.11 -1C48 - LEGEND LED 4 GRAPHIC CHANNEL MISC. UNITS 12'-0" 4' i FT -SS - 2 2 SHOE BENCH i , I' TOTALS 316' 13,818 TARGET PAIRS: 13,164 36" CHANNEL SHELF W/ ti - I 1 4FT WINDOW DISPLAY FT -W1 -1C36 - 1 I , LED 4 GRAPHIC CHANNEL I, FOR REVIEWED KIDS FOOT LOCKER STORE PAIRS TABULATION FT-2513 - 12 12 DOUBLE SHOE BENCH COMP -IANC - - - VOCE N1 Im� I J i W cc Cl) SQ. FT. FT-WHC24 1 1 24" CHANNEL SHELF W/ APPROVED LOCATION SQ. FT. CEILING - LED 4 GRAPHIC CHANNEL 1 \ / 1 RATIO WEIGHT INI�I�AR�/E � F,MAY 10liAllI INITIATIVE TABLE T� FTA SALES AREA: 2,150 S.P. 61%0 A I / \ I FT -5P - 1 1 SMALL PLINTH .I- FT-WHGTA - 4 4 HORIZONTAL "T" CHANNEL / \ - - - FTA STOCK AREA: 1,491 S.F. 33% ! I I 1 SHELF City &Tukwila C , BUILDING DIVISIO L FTA SUPPORT AREA: 295 S.F. 6 48X-(0 SLATWALL HAT FT-HWP - - - PANEL _ 2 2 THRESHOLD PILASTERM i l UN -UTILIZED AREA: 0 SF. 0% FT -LP - 4 4 LARGE PLINTH W/ BALLET FT -HWS - - - HAT WALL BUNKER BAR STOREFRONT FRONTAGE: 42'-8 1/8" �"�' SHEET F SCHEDULES SHEET NO. TITLE I XTU R E A5 .2 1 1 1 MIRROR RECEIVED - WALL 4,53roSF. I FTA LEASABLE AREA: 100% FT-HWMPHAT WALL CITY OF TUKWILA - - -�,►.,y.� MIRROR PANEL I; FOOTACTION STORE SQUARE FOOTAGE CALCS. FT-HANG24 _ 6 6 24"x102" HANGING WALL -. 12FT -BBB - 2 2 SOCK BIN MAY o2 zot� MIRROR - - _ APPAREL WALL SHELVING LINEAR FT. PAIRS PER 36"x102" HANGING WALL - - -' PAIRS FT-I4ANG36 GEN10V513 4 4 1 STANDING HEIGHT SHELVING LINEAR FT. - - - MIRROR 4(i)� - GENE POSE - PERMIT CENTER 48"x102" WALL MOUNTED Mal REGULAR SHELF UNITS: " 121-0" 384 378 14,515 FT-Mw'd`LL GEN20V5i3 2 STANDING 10 10 SHORT - - - MIRROR GEN10V513 GEN20V5-I3 - 3 3 GENE POSE - 'a::;:;_- - SINGLE HANG MOBILE SHELF UNITS: 10'-0" 112' 315 3,528 Liu' FT -STS -TA - 2 2 T-SHIRT PANEL "A" GEN50V513 - 3 3 GENE POSE 5 - SITTING 1 3 4' DOUBLE HANGROD: 12'-0" 12' Il FT -STB -TS - 2 2 T-SHIRT PANEL "B"06 GEN10VSUST - - - GENE POSE i - BUSTFORM - - - PLATFORM CRATE 2'X2' ' TOTAL: 464' 15,043 TARGET PAIRS: 18,491 j.. FT-ROLLINGER - 3 3 ROLLING RACK FT -CP - 6 6 COLUMN PANELS ' , FOOTACTION STORE PAIRS TABULATION LANDLORD COMMENTS FOOTACTION FIXTURE SCHEDULE FLY ZONE FIXTURE SCHEDULE FA GSP PROTOTYPE RELEASE 3.0 3'-0" OR MIN. TOOT LOCKER INC. � I'-0 1/2nALLOWED EQ. $Y co' D EQ. 2'- 0 1/2" DkCK OR CEILING DkCK OR CEILING DECK NOTE: REFER TO FIXTURE PLAN FOR STOCK \ s SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.C. TO INSTALL PER z E 1'- 0 1/2' 11-0 1/2" z CHAIN SUSPENDED FLUOR LIGI-lT FIXTURE STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ,MANUFACTURERS INSTRUCTIONS. @ @ °O °° DECK OR CEILING \ DECK OR CEILING DECK OR CEILING DFCK OR CEILING DCK OR CEILING `�' �'' \ , — z E 21-0 1/2"21-1" ,_ �� 2'-0 I/2 �� z 11-01/2" —'` r 1.Ova" T �oNTINUOUS 12" HORIZONTAL STRAP :-til 0 Z., 3 - �� 3 cv - iv Zv _ 0 iv BRACING SECURED TO TOPS OF UNITS e 4s" O.C. KNOCK DOWN STORAGE ARCHITECT: �. 6375 RIVERSIDE DRIVE 220 R DUBLIN OH 43017 A Q PHONE: 614.255.4048 \ e,,,,,,,,,,,,,,. e ON STOCK I -ITS (SEE PLAN) „,,, _ �- r' — SYSTEM WI SHELVING C `Q ill ,� n ``� Sl -IEEE ' ' ` AND HANG ROD (REFER TO FIXTURE PLAN LOCATION AND HEIGHT) INSTALL PER MFG. INSTRUCTIONS _ ItYPJ Sl �► —I TVP. DOUBLE ROW SHELVING (� �,,,,,,r ,,.,,.. �►� PROVIDED $Y VENDOR G.C. TO '� - �— i a B / , `,PROVE1/8MASONTESECURETO V THE END OF ANY ROW OF SHELVING � - HANGAR INCLUDING T14E INTERSECTION of ANY SHELF ,.....,� ,RIES DEPENDING UF EMENTS AND CEILING 014,41°1 ADJACENT CTYP:) �- (TVP.) ISUITE X = 0 ';i' � TYP. SINGLE ROW SHELVING — , �,,,, w„�„ a G.C. TO PROVIDE 1/8” MASONITE -' _ V ' SECURED TO THE ENTIRE BACKSIDE. O O f SHELF DIVIDER (TVP.) u1 Q TYPICAL WOOD SHELF '41 _0. O I� I ROLLING LADDER AND RAIL, (I) PER AISLE ENGINEER: I\ ti 61� / / REFER TO LADDER INSTALLATION DAVID W. MULLEN P.E. . 625 EAST NORTH BROADWAY 4 COLUMBUS, OH 43215 614-225-1580 —4,✓ B LAMINATED �'� r e ,,,,,,,,,,,,, i `” MGR DESK _ O MANUAL PRIOR TO INSTALLING. W 1� B � ,n �' m } } ' ' / SHELF QUANTITIES PER UNIT 6" SPACING = 0 RUBBER f m = m = UNIT HEIGHT " OF SHELVES REQUIRED A BUMPER �� ,� B 0 12'-0" 6 �+ 2'-0" OC. `" C (TYP.) 8 U cv cv 10'-0" 5 Q 2'-0' O.C. ENGINEERINGGROUP MOBILE CARRIAGES -� ., , i k. 8 -0 4 2 0 O.G. ,,,,,,,,,,,,,,,� _ • _\L _\ ,,,.,. . \ , ," f _ Nt 0' \ \ \ \ —0" 10'-0" 14 MOBILE SHELVING 10'-0" H 14ANGROD 12'-0"1-1 HANGROD 10'-0" 14 SHELVING 12'-0" 14 SHELVING 1 F SECTION- MOBILE SHELVING 1 E SECTION- UTILITY UNIT 1D SECTION- MGR. DESK 1 C SECTION- HANGROD UNIT 1 B SECTION AT SHELF UNIT 4 1A TYP. SECTION AT SHELVING UNITS SEAL TRAINING 1 .. 6986 P.EGISTERED ARG tGY PETER §. ARAE s a? WA 11NSTt)N4q tkill lik STOCK SHELVING DETAILS SCALE: 1/2"=1'-0" REVISIONS I 2 1/2" x 3/4" POPLAR END 2" x BOARD 6" LEDGER i ii BOARD PAINTED BLACK TO ATTACHED MATCH POST AND PANEL. NO. DESCRIPTION DATE A DINER/ LANDLORD/ FERIIT COMMENTS 4 -25 -ti 2'-0" TO 2'-0" WALL 1'-11 9/16" END BOARD LENGTH TO MATCH POST HEIGHT FIRST OR LAST POST OFA FIXTURE RUN SHALL USE OUTSIDE SET OF SLOTS. E N DC ® P �vat WALL PANEL SPACER INSTALL (1) At TOP OF PANEL AND (1) AT BOTTOM OF PANEL. - -4> ,..... moi/ (___'��'� iim- U in\ L.1 SMITHHAVEN PANEL @ 2D J 05) PANEL SPACER DETAIL. DATE: 3-24-17 SCALE: AS NOTED 7 974 SQ. FT. GROSS AREA: ,PLAN SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 * INSTALLING PERIMETER POSTS- GC MUST FIND THE HIGH SPOT IN THE FLOOR AND SET MARK TOP OF POST DIMENSION FROM THIS SPOT. ALL OTHER POSTS MUST HAVE TOP OF POST AT THIS LEVEL ON THE WALL. DRAWN BY: STAFF {� ,F• 9iii; F` S� fi INSTALL WALL PANEL SPACER DEVICE AT EVERY LOCATION INSTALL SLOTTED POSTS AND TWO PANELS MEET. SEE REFER 2D • PERIMETER WALL PANELS PER FIXT. MFG. INSTRUCTIONS. DETAIL O RCP 0 2'-0" 2'-0" OUTLINE OF SURFACE MOUNTED 2" X 4" WOOD LEDGER BOARD 4 \ \ 1/2" PLYWOOD FOR PLUGMOLD SHELF --- D eu OB 0II 00 11\\ ea ao _ci_ ao \ 0 0 0 o oe,2" aBD = OUTLINE OF SURFACE MOUNTED X 6" WOOD LEDGER BOARD FOR POST ATTACHMENT, TYPICAL FDR (3) LOCATfONS I PLUGMOLD WITH /OUTLETS IS" O.C. °"°-"" OUP9Bb ee aa B" /2" PLYWOOD FOR PLUGMOLD SHELF V BBBBaB�DI Pi BO CIPILik e BBPG 00 s asa00 - LAA0DBB00OBAOB00a 2 X 4" WDOD LEDGERDBaBB 0 0 1 Z 0_ E I-- 0 Ell = 0 Q- 018 oe DO AB AB DO 00 OA a ao o a BB Be as 0° I10 Ia s 01 DO BBAND 10 00 DO BO OB 11 BB Be AO BA BB 00DO 0011 B° 00 ° a 0 0 as ae o a00 0BO 00 0 BB BB 10 ea o0 B 0 BDB 0BO o - 0 ; _ Cil PANEL OMITTEDFOR CLAR1tY SCREW SPACING 0WOOD 9'-10" METAL PANEL. 9' --1" POST I -1E IGHT "0V IS tit 1101 -IS 41 PERIMETER POST PANEL PERIMETER METAL WALL PANEL SURFACE MOUNTED 2" X 6" LEDGER BDARD FOR ATTACI—IMENT. TYPICAL8 0 pl< PRC OUTHCEN 800 SOUT TUKWIL SPACE #4 #.5721 w ev— \POST FOR (3) LOCATIONSdig _�A\____i_ as BO 00 05 BB DO fig BO U o a as H 00 oa 01 BO BA BA II V B �' as oa DI Au II DO II B B aft as DO 00 ao al eo 00 BB DI 01 00 00 AB AA 00 BB 10 IH BO BB 00 .0 9 A B7cr a s as DO oa oe ea as AB II OB OD BB A° BB BA DI �' = —ID _� 2"X2" X IE, GA. DBL SLOTTED POST WI LEVELER I's' I I /— LINE OF 2 1/2" x 3/4" POPLAR END BOARD BEYOND ;._...,REdtEVVGD FOR �9�®� COMPLIANCE �. APPROVED ••x'11 • F City of Tukwila 111141 W Lc� 0 EL( LTI r7 Q Li SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5 n 2 ID DA BUILDING PI PO 00 DIVISION eB BB 1 — to - - �\ \--OUTLINE ` �; 0'-0" AFF. OF INSTALL WALL PANEL SPACER FF. RECEIVED METAL PANEL DEVICE AT EVERY LOCATION CITY OF TUKWILA TWO PANELS MEET. SEE g DETAIL 2D2C SECTION MAY 02 2017 FRONT ELEVATION RANT CENTER • KIDS FOOTLOCKER WALL SYSTEM DETAILS SCALE: 3/4" = 1'-0" FA GSP PROTOTYPE RELEASE 3.0 12'-0" CUT WALL RAILS SNORT 1" PROM GRAFI-11C AT BACKWRAP GRAFI-11C I" , / GRAPHIC / N OPEN 1 OPEN 0 3-24-17 OPEN 0 AS NOTED OPEN f 0 E 0 7,974 SQ. FT. GRAPHIC / N OPEN 1 0 0 / / • z • OPEN 0 0 I" 1 0 4'-O" 4'-0" 4'-O" 13ACKWRAP-LEFT 15ACKWRAP-RIGI-4T 121-0" BACKWRAP-RICAI-4T FINISl4ED DIMENSION BACKWRAP ELEVATION NOTE: VISUAL MAGNETIC TO BE 1/4" SI-IORTER OF GRAFI-11C DIMENSIONS ON ALL EXPOSED EDGES SCALE: 3/4"=1'-0" ////,//////////////////////////////////////////////////////////// BW -L BW -R BW -R 4'-0" 4' -0" 4' -0" 12'-0" 0 A5.3 0 0 5'-10" I' -Il" ENLARGED CASHWRAP AND BACKWRAP PLAN SCALE: 3/4"=1'-0" 4,-0" @ I m 1 .'S @ m i , 3-24-17 OPEN AS NOTED OPEN 0 GROSS AREA: 0 7,974 SQ. FT. SALES AREA: a 0 E--) FTA -008 BACKWRAP ELEVATION: LEFT SCALE: 3/4"=1'-0" ADA CLEARANCE Sl 61 m N = �C- CASHWRAP FRONT ELEVATION: ADA SCALE: 3/4"=1'-0" AMMON CASHWRAP ELEVATION: ADA SEE ELECTRICAL PLANS FOR POWER 4 SIGNAL REQUIREMENTS 0 5'-10 3'-2 15/16" CASHWRAP DETAIL PLAN: ADA J SCALE: 3/4"=1 '-0" 36"x45" CLEAR FLOOR FOR PARALLEL APPROAC-4 PER 305 FBGA TOP OF COUNTER AT 34" APP. PER 904.4.1 FCA SCALE: 3/4"=1'-0" BACKWRAP ELEVATION: RIGHT SCALE: 3/4"=1'-0" @ m CASHWRAP FRONT ELEVATION SCALE: 3/4"=1'-0" m CASHWRAP ELEVATION SCALE: 3/4"=l'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102017 ity of Tukwila BLDING DIVISION 0 SEE ELECTF FOR POWER REQUIREMEt' ICAL PLANS 4 SIGNAL TS 0 0 bn 001 CASHWRAP DETAIL- PLAN RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3/4"=1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: NRCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGT REVISIONS NO. DESCRIPTION DATE A Ot6NER/ LANDLORD/ PERMIT COMMENTS 4-25-1i 1 .'S @ m i , 3-24-17 OPEN AS NOTED 0 0 GROSS AREA: 7,974 SQ. FT. BACKWRAP ELEVATION: RIGHT SCALE: 3/4"=1'-0" @ m CASHWRAP FRONT ELEVATION SCALE: 3/4"=1'-0" m CASHWRAP ELEVATION SCALE: 3/4"=l'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 102017 ity of Tukwila BLDING DIVISION 0 SEE ELECTF FOR POWER REQUIREMEt' ICAL PLANS 4 SIGNAL TS 0 0 bn 001 CASHWRAP DETAIL- PLAN RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3/4"=1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: NRCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGT REVISIONS NO. DESCRIPTION DATE A Ot6NER/ LANDLORD/ PERMIT COMMENTS 4-25-1i 14; v 0 J edi ‘**S4 0� IL 1 N 1 Lo (C) (X) o �nW W cQ CD CC �WWd� Ucc WU> o g1-0 CO U) * t4 m O F- U- W CC0H SHEET TITLE FOOTACTION CASHWRAP & BACKWRAP DETAILS SHEET NO. A5.3 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED 1 GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. 1 PROJECT # : FTA -008 DRAWN BY: STAFF 14; v 0 J edi ‘**S4 0� IL 1 N 1 Lo (C) (X) o �nW W cQ CD CC �WWd� Ucc WU> o g1-0 CO U) * t4 m O F- U- W CC0H SHEET TITLE FOOTACTION CASHWRAP & BACKWRAP DETAILS SHEET NO. A5.3 FA GSP PROTOTYPE RELEASE 3.0 CASHWRAP REAR ELEVATION 48" Ak N 11 Th n 0 ELEVATION • SCALE: 3/4"=1'-0" PROVIDE HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH FOOTLOCKER CONSTRUCTION MANAG=ER 1/4" DIAMETER BOLT WITH TOGGLE (TYPOF2) LABEL 3/4"x 2" POPLAR PLYWOOD PAN HEAD SCREWS METAL STRAP (TYP OF 2) 1/2" DIA. HOLE IN BTM CAP 6" DIAMETER PVC TUBE PVC BOTTOM CAP GLUED IN PLACE, G.C. TO DRILL 1/2" DIA. HOLE IN CENTER OF BOTTOM CAP PLAN NOTE: UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER LABEL (WITH CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE DRAWINGS AND 15 NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER TENANT G.C. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY WHERE INDICATED ON PLANS. DRAWING TUBE SCALE: 1 1 /2"=1'-0" • N PRE -FINISHED SURFACE CASHWRAP FRONT ELEVATION SEE ELECTRICAL PLANS FOR POWER 4 SIGNAL REQUIREMENTS • CPI N N P 3'0" BASE SUPPLIED BY VENDOR 4 INSTALLED BY GENERAL CONTRACTOR IN FIELD T fi SCALE: 3/4"=1'-0" 36"x48" CLEAR FLOOR FOR PARALLEL APPROACH PER 305 FBCA TOP OF COUNTER AT 35 1/2" AFF. PER 904.4.1 FBCA w 0 0 0 ct 8'-4 1/8" 0 0 CASHWRAP PLAN SCALE: 3/4"=1'-0" BACKWRAP FRONT ELEVATION 8'-3" WORK SURFACE It 1'-9" BACKWRAP CABINET / 3" X♦ REAR SERVICE DOOR BUZZER MOUNTED IN UPPER RIGHT CORNER INSIDE OR BACKWRAP VENEER DOORS BACKWRAP PLAN ('1 PREFINISI-IED BACKWRAP SIDES 99" L LOOSE BASE 5" FOR SCRIBING SCALE: 3/4"=1'-0" PLAM. CLAD WORK SURFACE BASE CAB. SIDE PREFINISHED SIDES KICK BASE C1--.067 3 REVIEWED FOR CODE COMPLIANC5 APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3/4"=1'-0" FOOT LOCKER, I NC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITEC'r LIRE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP 698 REGISTERTD AHCiiiiEvi PETER S. MACRAE STATE OF WASHINGTON REVISIONS NO. DESCRIPTION GO R/ LANDLORD/ PERMIT COMMENTS DATE 4 -25 -rt DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. .. / 4,641 SQ. FT. -- \ _ FTA -008 DRAWN BY: STAFF ,� \ \ �\ ----- / / \� ---- di --�� =/ =__= \ \ _ = L = _ = \ \ ---- / / / / in BACKWRAP FRONT ELEVATION 8'-3" WORK SURFACE It 1'-9" BACKWRAP CABINET / 3" X♦ REAR SERVICE DOOR BUZZER MOUNTED IN UPPER RIGHT CORNER INSIDE OR BACKWRAP VENEER DOORS BACKWRAP PLAN ('1 PREFINISI-IED BACKWRAP SIDES 99" L LOOSE BASE 5" FOR SCRIBING SCALE: 3/4"=1'-0" PLAM. CLAD WORK SURFACE BASE CAB. SIDE PREFINISHED SIDES KICK BASE C1--.067 3 REVIEWED FOR CODE COMPLIANC5 APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER SCALE: 3/4"=1'-0" FOOT LOCKER, I NC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITEC'r LIRE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP 698 REGISTERTD AHCiiiiEvi PETER S. MACRAE STATE OF WASHINGTON REVISIONS NO. DESCRIPTION GO R/ LANDLORD/ PERMIT COMMENTS DATE 4 -25 -rt 0� LL J I -- U OD JAr cc W cQ p 0 W W LL wU5�� cc W0 SHEET TITLE KIDS FOOT LOCKER CASHWRAP & BACKWRAP DETAILS SHEET NO. A5 . 4 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF 0� LL J I -- U OD JAr cc W cQ p 0 W W LL wU5�� cc W0 SHEET TITLE KIDS FOOT LOCKER CASHWRAP & BACKWRAP DETAILS SHEET NO. A5 . 4 FA GSP PROTOTYPE RELEASE 3.0 S' -0 1/I6" ' -0" XEI-B I FI -4 FI -4 EM J------1 3'-110 1/4" I I LJ FI -4 EM FI 3'-10 1/4" FI CL -2 s, -0" 06.5F tu. EQ CL -2 e -0" AFF 0 2 z J 0 4'-4" CALLOUT DESCRIPTION CL -2 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PANT PT -2. ONE COAT SEALER, TUX) COATS FINISH PER FINISH PLAN. INSTALL BY TENANT G.C. CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. CL -5 EXISTING 2' X 4' ACOUST. TILE: REPLACE ANY BROKEN/DAMAGED TILE AND/OR GRID AS REQUIRED. CL -6 SEEM -10N SHCET A-3.0 CL -T SEE SP -IA ON SHEET A-3.0 CEILING TYPE SCHEDULE EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS TO BE IN A SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS/LIGHTING LAYOUT. IN LAY -IN CEILING CONDITIONSALLSPRINKLER HEADS TO BE CENTERED IN TILES. SPRINKLER HEAD TYPE / LOCATION SHALL BE AS FOLLOWS: - UPTURNED SPRINKLER HEADS/BRASS FINISH: EXPOSED DECK AREAS - FULLY RECESSED CONCEALED SPRINKLER HEADS WITH WHITE CAPS: ENTRY AND SHOW WINDOW CEILINGS, SUSPENDED G.W.B. CEILING FEATURE AT CENTER OF SALES AREA, FITTING ROOM AND VESTIBULE G.W.B. CEILING, LAY -IN SALES AREA CEILING IF APPLICABLE. - SEMI -RECESSED SPRINKLER HEADS WITH CHROME FINISHES: TOILET ROOM AND LAY -IN NON -SALES AREA CEILING IF APPLICABLE. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OP NFPA 12-E (NO FIRE ALARM TIE-IN REQUIRED FOR PHASE (I) TENANT). THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. G.G. TO ADVISE TENANT PROJECT CONSTRUCTION MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED GC. SHALL FIELD EXAMINE THE CONDITION OP EXISTING TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED IN THEIR ENTIRETY. S. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SYMMETRICAL PATTERN TO ALIGN WI CEILING ELEMENTS. REFELCTED CEILING PLAN SCALE: 1/4" = 1'-0" SPRINKLER NOTES REFLECTED CEILING PLAN NOTES 2'-5 I r----� r L._i_-----I L— TI TI ((B.O. PENDANT LIGHTING TO BE AT 12'-0" 0 I---I I I I I I I I I I I I I I I I I 5' 16 3/S REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION 24" SQ LOCKABLE ACCESS PANEL FOR SIGNAGE. PAINT TO MATCH ADJACENT FINISH SEE SHEET Ad_i FOR ADDITIONAL SCHEDULES AND DETAILS SEE SHEET A62 FOR CHAIN LINK FENCE AND LIGHTING SUSPENSION AND LAYOUT DETAILS REFELCTED CEILING PLAN SCALE: 1/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6 \ REGISTERED ARCHITECT PETER S. MACRAE STATE OF WASHINGTO 1 1 A REVISIONS NO. DESCRIPTION DATE A OWNER/ LANDLORD/ PERMIT COMMENTS 4 -2S -1T ti0mkg0 41+O 0 aft N d' o__In^ w Wa LLW -FEE�za gw3(\J --I (A N 0 CO � M oC 0 I- LL W 0 H SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED �� T "7•'T.I GROSS AREA: 7,974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF ti0mkg0 41+O 0 aft N d' o__In^ w Wa LLW -FEE�za gw3(\J --I (A N 0 CO � M oC 0 I- LL W 0 H SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 FA GSP PROTOTYPE RELEASE 3.0 FLY ZONE LIGHT FIXTURE SCHEDULE KIDS FOOT LOCKER LIGHT FIXTURE SCHEDULE FOOTACTION LIGHT FIXTURE SCHEDULE REVIEWED FOR DE COMPLIANCE APPROVED MAY 10 2017 City of Tukwila BUILDING DIVISION TYPE Pz-I SYMBOL EXIST. NEW 6 MANUFACTURER TECH LIGHTING DESCRIPTION POWELL STREET PENDANT SATIN NICKEL / WHITE INTERIOR DOME. HUNG 8'-6" A.F.F. LAMP MAX LED BY LAX LITE SKGI5DLED30 DIMMABLE 15w LED G40 GLOBE LAMP TYPE A SYMBOL 0 EXIST. NEW 18 MANUFACTURER SOLAIS DESCRIPTION XR6-D-XM30-40-30V-3500-SV-WH - 6" LED DOWNLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM LAMP (I) 44W/3500K TYPE PDI SYMBOL 0 EXIST. NEW 32 MANUFACTURER GOTI-IAM LIGHTING DESCRIPTION EVO-CYL-35-25-8AR-WD-MVOLT-PM-DSL / CY5-06 -DSL COLOR: SLACK LAMP INTEGRAL 41.1W LED 3,500K TZ -1 -IS AMERLUX HORNET-4P-H-A14-18-LED-WT-TJ1-120-SP-3500 MOUNTED 610'-0" AFF. PHILIPS MASTER COLOR 20W CDM -TM MINI A/NL ANI 4 SOLAIS XR6-D-XM30-40-30V-3500-SV-WW - 6" LED DOIIINLIGHT, 40 DEGREE VIOLIGHT, SILVER CONE, WHITE TRIM (1) 44W/3500K B ,2® 5 TBD CCTV CAMERA BLACK HUNG 6 9'-6" AFF. B 2 SOLAIS XPRI3-XM24-15-25-15-30V-1850-WH-WH - (3) HEAD RECESSED FIXTURE, 15 DEGREE SPOT, 25 DEGREE FLOOD, 15 DEGREE SPOT, 1850 VIOLIGHT, WHITE TRIM, WI4ITE HOUSING (1) 24W/I850K PD2 O O O O 4 LF ILLUMINATION SMF4C20L8035MLDU88 COLOR: BLACK INTEGRAL (4) 20W LED 3,500K FZ-2 2 AMERLUX 6" DOWNLGHT, MODEL * SVA 11/5/5D/WHITE TRIM/120V/FL/SUN . CEILING MOUNT 10W/ED-IiP NZ- I 12 NIKE VENDOR 4'X6' WHITE CHAIN LINK PANEL HUNG FROM UNISTRUT 610-0" A.P.F. (1) CUSTOM PANELS )zr 2 PANASONIC FV-05-11VKLI/MSVKI WHISPER GREEN LED VENTILATION PAN/LIGHT UNIT 80 CFM (1) 12W LED RI 0 3 INTENSE LIGHTING RP62 000358/I C630C - SFB COLOR: CLEAR SPECULAR SELF FLANGED REFLECTOR BLACK INTEGRAL 22.91W LED 3,500K R2 8 INTENSE LIG4TING ICL-LEDL435-2-WSV-24 /100 COLOR: WI4ITE El El 4 L IG4TALARMS QLXN500R-N EXIT LITE WITH 90 MINUTE BATTERY PACK (1) 2.5W LED R3 0 JUNO IC1ALEDG4-6-1 / 440LEDG4-35K-6-15L COLOR: BLACK LED MODULE (2) 30W LED 3,800 K / 82 CR1 INTEGRAL 23W LED E2 E2 1 ASTRALITE EU3-14-W-TD 2-14EAD UNIVERSAL EMERGENCY LIGI4T WI 50 MIN. BATTERY BACK UP, WI -LITE FINISH, MOUNTED AT I2'-6" AFF OR MAX ALLOWABLE BY CODE (SALES AREA/ NON -SALES AREAS), MTD. AT +11-0" AFF IN TOILET RM. (2) 6W LED TI 84 CONTECH CTL838/2B COLOR: BLACK 12328 TCP LEDI P38D35KFLS T2 44 INTENSE LIGHTING MSW2-L2-35-5-J COLOR: BLACK ZT-1 TRACK CON -TECH WHITE LIMITING POWER FEEDS - LA -23T -R END FEED REG 3 (2.5A), REG A (5A), REG 10 (1200) TI 21 SOLAIS XD30-40-30V-3500-SV - XI SERIES, 40 DEGREE, VIOLIGHT TECHNOLOGY, SILVER HOUSIN 44W LED Fl 23 MERCURY MM132OCT8TELBUNIV INTEGRAL LED 3,500K F32T8/TL835/ALTO GT -1 GRAPHIC TRACK 2 TSD 6FT LENGTH SLACK GRAPHIC TRACK THR-1 NIKE VENDOR FLY ZONE THRESHOLD KIT: 1 WOOD BRAND BAND TF SEE PLAN CON -TECH CHANNEL TRACK - *LT -28-P (8' LENGTH), *LT -26 -P (6' LENGTH), *LT -24-P (4' LENGTH), *1 -T -22-P (2' LENGTH) SEE PLANS FOR TRACK CURRENT LIMITERS KIDS FOOT LOCKER CEILING FIXTURE AND EQUIPMENT SCHEDULE Fl -4 14 MERCURY MM-132-OCT-C-ELB-UNI F32T8/TL835/ALTO P1-4 EM -NL 15 MERCURY MM -132 -OCT-C-ELB-UNI -EMPK F32T8/TL835/ALTO TYPE SYMBOL EXIST. MANUFACTURER DESCRIPTION NOTES TF SEE PLAN CON -TECH *LT -B -B (8' LENGTH) CHANNEL *LT -6-S (6' LENGTH) SPRING LOADED ATTAGI-IMENT MOUNT TRACK *LT -4-B (4' LENGTH) DIRECTLY TO LAY -IN CEILING LT -2-5 (2' LENGTH) SP 2 BOSE FREESPACE MODEL 16: LOUDSPEAKER BLACK TRIM SW 1 BOSE FREESPACE 3 MODEL: SUB WOOFER (WHITE FINISH AT FL) (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO SE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SP 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER - SOUND SHALL NOT BE HEARD FROM 15' OR LESS FROM LEASE LINE. G.G. TO CONTACT AUDIO VENDOR TO OBTAIN FILE REGARDING QUANTITY AND POSITION OF AUDIO SPEAKERS AND PROVIDE UNISTRUT AT APPROPRIATE LOCATIONS El -S 3 CONTECI4 RERXA-SF-R-EM-5 (SALES FLOOR) INTEGRAL LED El -B 2 L IGHTALAR 1S QLXN500R-N (BACK OF HOUSE) E2 13 ASTRAL ITE EU3-I-4-W-TD 2-14EAD UNIVERSAL EMERGENCY LIGI4T WI 90 MN. BATTERY SACK UP, WHITE FINISH MOUNTED AT 12'-6" AFF OR MAX ALLOWABLE BY CODE (SALES AREA/ NON -SALES AREAS) (2) 6W LED SP 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) L4 0 1 505E L IGHTHAUS CAMERA SW ROSE FREESPACE 3 MODEL: SUS WOOFER W W/S 1 BOSE CCTV CAMERA (WHITE FINISI4 "W", SLACK FINISH "B") (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO BE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT SD SEE MECH. PLAN SMOKE DETECTOR SUPPLIED AND INSTALLED BY TENANT'S G.C. tti 0 073 RA SA rig SEE MECH. PLAN SEE MECH. PLAN RETURN AIR GRILLE OR DUCT, SEE M1.0 FOR MORE INFO. SUPPLY AIR DIFFUSER, SEE M1.0 FOR MORE INFO. EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION B 12 CCTV CAMERA - SLACK LH LIGHTHAUS CAMERA (WH1TE) RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER (E) = EXISTING FIXTURE TO REMAIN, (R) = EXISTING FIXTURE TO BE RELOCATED, EXISTING QUANTITIES TO SE VERIFIED IN FIELD NL = DENOTES NIGHT LIGHTS, EM = DENOTES EMERGENCY LIGHT EMERGENCY LIGHTING NOTE: EMERGENCY FIXTURES HAVE A 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP �.� f 5. MMACRAE .1111t. @f WASHINGTON REVISIONS NO. DESCRIPTION DATE A OlIrNER/ LANDLORD/ PERMIT COMMENTS 4-25-11 • u 0 co LL SAT' W<Cco0 O LL:.• 1— I- 165 CC 1- 0 Ma U7 WWU - F.- < (C) OZI-_J (rW *C\I w�G o0 < LOw Co CV W 0 H SHEET TITLE REFLECTED CEILING PLAN SCHEDULES SHEET NO. A6. 1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,974 SQ. FT. SALES AREA: 4641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF • u 0 co LL SAT' W<Cco0 O LL:.• 1— I- 165 CC 1- 0 Ma U7 WWU - F.- < (C) OZI-_J (rW *C\I w�G o0 < LOw Co CV W 0 H SHEET TITLE REFLECTED CEILING PLAN SCHEDULES SHEET NO. A6. 1 FA GSP PROTOTYPE RELEASE 3.0 . FOOT LOCKER INC. 9" 21_611 9" STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 , eee �o�o��«s*.*X4s ►ei►e♦♦♦♦♦♦e•♦ �e��♦�♦ ►♦e♦3116" �e�♦�♦� DIA. WIRE ROPE, TTP. NOTE: e♦♦ ♦.1/ 1ee♦♦e1♦ ♦ ►eee , TI-115DETAIL IS FOR REFERENCE ONLY G.C. TO COORDINATE WITH FIXTURE VENDOR ARCHITECT.. . ' DRAWINGS FOR PROPER MOUNTING AND ` 1/4" DIA. MIN. TWRi=ADI=D ROD. ATTACH t0 INSTALLATION PROCEDURE. = oe•♦� ♦♦� —►Ga..e00�►C♦O �•I P:♦•eVite��•e•ei► ♦• f♦e♦1/4" UNISTRUT WI CHANNEL NUT rrTP.) GOOD �.... h o♦oeoi C4 �ioo�ioio�'�oi�ioeoe°io♦ OOG f►♦♦e♦ FOR 240 LBS. CT ♦e♦ ♦�e�♦� ♦e♦♦eie.�e♦ee�eee♦ ws�e��1�♦�e�♦�0��►o��j •�oe�e 1 CORNER CEILING PANEL HANG eee♦♦♦ eee �.�.;eeeeee♦♦♦eeee•�.♦♦ecce♦ s l l BRACKET CURRENT LIMITERS NOTE: 6375 RIVERSIDE DRIVE •;ee; .. w.. eeeeee.� ;• ;;;eee;•;.;:►;.; ° .;♦;♦t. N -Taal1 �' CEILING PANEL TUBE (BEYOND) IF APPLICABLE, G.C. TO ENSURE CURRENT ♦♦♦ 1♦♦♦1ee�eee♦ ►♦e♦♦.�.♦e♦♦♦♦ eee eee �� LIMITERS TO BE WHITE FINISH AND SUITE 220 MOUNTED LIGHTS. �♦�♦,4 �e �eeA♦�1e♦►♦♦e♦ PENDANT 1r .. , MN INSTALLED AT OUTSIDE CORNER NAT ISSEE MOUNTfNG DETAIL DI=TAS FOR eoeoe�t ee;♦; �o♦o�oeoe�loe�%lo♦o♦e0oeo • �;�;�;�; ♦;♦;e ��; floeoeNur ♦ ♦;♦;♦ J. 10-m" AFF. FURTHEST CORNER AT BACK OF SALES AREA.PHONE: DUBLIN OH 43017 1 614.2554048 oeoeoe BA. TRACK ¢ PENDANT MOUNTED LIGHTS. k . ��►.n�*oeoeo♦oeo♦`vim. •eee+e♦e000o,o♦ eoeoeo - CEILING eco♦o♦ *-„- o♦oeoeoe�?�.wi�� ♦♦�♦� PANEL SEE DETAIL 1,2/A62 FOR MOUNTING DETAILS oeoeoe , Iio�►�ioi`:�o♦o♦�i�ioi�oi ♦e♦ 'C' ♦e♦♦e♦♦ eoe♦e4♦e��e♦e�4�♦'t�ee� �e�ieeee ♦oio♦o ♦♦♦ �iee�e�e _ I-5/8” UNISTRUT CHANNEL (P1000 MIN) PTD: WHITE ENGINEER: e♦♦eek; *Ce='i'♦o♦�0�e,'ie♦eo�►=e� ►�ee�e• z CON -TECH LIGHT TRACK ATTACH TO UNISTRUT W/ SELF -TAP SCREWS, ALIGN BOTTOM OF TRACK WIN CEILING PANEL 0 10'-0" AFF. VENDOR TO PROVIDE CONNECTOR AT EACH DAVID W. MULLEN P.E. . .ff oeoeo♦! eo�•♦o♦♦♦oeoeoeoeoeo♦ e♦♦♦eeeeeeee ��o END OF TRACK TRACK I-IEAD LIGHT, TYP. 625 EAST NORTH BROADWAY ♦e♦1 ee�eee♦♦eee •♦eoeo eee♦ COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6 _ _ PENDANT LIGHTING PLAN SCALE: 3" _ ,'-o" TRACK LIGHT DETAIL SCALE: 3" = ,'-o" 6986 REGISTERED � ARCHITECT STEEL EXISTING SEAMS a PETER S. MACRAE 18'-5 1/2" AFF. (TYP.) STATE OF WASHINGTON EXISTING STEEL BEAMS a NOTE: G.G. TO Y.IF. ALL EXISTING CONDITIONS 16'-11 5/8" A.F.F. Ir (P.) AND ALL NEW PROPOSED WORK, I.E. 7 I ►„ - DUCT UJORK, ELECTRICAL CONDUIT, LI . G.G. TO PROVIDE 3 1/4" UNISTRUT SPRINKLER LINES, ETC. CONTACT FL FM t - CHANNEL 'E', TYP. (P1001 OR IMMEDIATELY IF THERE ARE ANY CONFLICTS ,r EQUIVALENT) WITH PROPOSED DESIGN. II G.G. TO EXTEND UNISTRUT PAST REVISIONS JOIST AS REQD FOR ADEQUATE SUPPORT AT CENTER BRACKET, _ NO. DESCRIPTION N DATE TYP. in' _`\ I ticIII III I HANGING II II C C BRACKET (REFER �. , � 1 OIiJ"lER/ LANDLORD/ PERMIT COMMENTS 4 -25 -I -I -II I II A ,+,„�,�,,•,�,�,�,•,� �+•.•.•♦•♦+.•.•.•.•.•+•` ,• :•••••••+••••••• •••• II II A TO MANF. DWG. FOR HANGING •' •••%:�:�:•:••.:•:: ••••••:•:•:•:•.�.•.•::•• •�•�+••♦•.•��•+•.•.+ :•:••••�•••• :�..:•: «•:•.�.•:•::;:,0';:.•. 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FOR ALL DIMENSIONS NOT INDICATED ICC -ES REPORT NUMBERS ITEM PRODUCT MANUFACTURER ICC -ESR NO. RENEWAL DATE `I HILTI HUZ-EZ HILTI, INC. ESR -3027 DECEMBER 2017 COLD FORMED METAL FRAMING METAL STUDS & TRACKS CEMCO ESR -3016 ill a SELF -DRILLING TAPPING SCREWS GRABBER DRIVALL GRABBER CONSTRUCTION PRODUCTS ww POST -INSTALLED WEDGE ANCHORS STRONG -BOLT 2 a° ESR -3037 AUGUST 2017 POST -INSTALLED STEEL ANCHORS HILTI TZ HILTI, INC. ice -,c (2) 10" - 18 GA. MTL. BOX HEADER l2) 10" - l8 GA. MTI.. 1' WITH WEB STIFFENERS EACH END WITH WES STIFFENERS maw erT,,,,,--,_, ._ �mONr-'-, dW - CCI N x Qt 0oN [UCa, -. -cc 0 6 23'-60" MAY 2017 I rz HILTI X -U HILTI, INC. no Timm FEBRUARY 2019 =. .r I 11 (2) 10" - 18 GA. MTL. BOX HEADER WITH WEB STIFFENERS EACH END l 'I 'I 1 / I :1 I. 'I I I (2) 10" - 18 GA. MTL. BOX HEADER WITH WEB STIFFENERS EACH END 4D 23'-5 3/4" ID 1 i LEASE DIMENSION J I V. >u °° ill_ =U X4 IJP .11E- 0P co 'D _in 0 = . H "J J I : td Eii I m (2) 10" - 18 GA. MTL. BOX HEADER •.".• (2) 10" - 18 G WITH WES STIFFENERS EACH END WITH WEB STI mdW ij� iD a r 24'-0" ` • E I wa °w Il, 20 ola m DBL. JOIST EZ w Q if vo — -. DBL. JOIST HATCH pFENI SEE ARCH. 'W&. © 14 I r -ll 1 \ ( SEE ARCH. DLU 5. FOR ALL DIMENSIONS NOT INDICATED ICC -ES REPORT NUMBERS ITEM PRODUCT MANUFACTURER ICC -ESR NO. RENEWAL DATE POST -INSTALLED SCREW ANCHORS HILTI HUZ-EZ HILTI, INC. ESR -3027 DECEMBER 2017 COLD FORMED METAL FRAMING METAL STUDS & TRACKS CEMCO ESR -3016 JULY 2018 SELF -DRILLING TAPPING SCREWS GRABBER DRIVALL GRABBER CONSTRUCTION PRODUCTS ESR -1271 JULY 2017 POST -INSTALLED WEDGE ANCHORS STRONG -BOLT 2 SIMPSON STRONG -TIE COMPANY ESR -3037 AUGUST 2017 POST -INSTALLED STEEL ANCHORS HILTI TZ HILTI, INC. ESR -1917 MAY 2017 LOW VELOCITY POWDER DRIVEN FASTENERS HILTI X -U HILTI, INC. ESR -2269 FEBRUARY 2019 c 15'-5 1/S" A.F.F. T.O. TENANT CONSTRUCTION 3 5/5" x 20 GA. LATERAL BRACING .5 45" O.C. (TYP.) cit4I7'-4" AFF B.O. WINDOW SOFFIT MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/S1.1 4 J/51.1 Qip410'-o" AFF B_O. GLAZING MULLION LEASE LINE MALL di15'-51/S" APP. T.O. TENANT CONSTRUCTION 3 5/5" x 20 GA. LATERAL BRACING e 4S" O.C. (TYP.) STOREFRONT SIGN REFER TO SIGN MFG. DRAWINGS FOR DETAILS di10'-0" A.F.F. B.O. TENANT SOFFIT MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/S1.1 4 J/SI.1 LEASE LINE B MALL MALL BULKHEAD 1/2" = 1'-0" MALL BULKHEAD CONT. 3 R"x20 GA. MTL. TRACK W/(2) *10 TEK SCREWS e 16" O.C.(TYP.) (4) **10 TEK SCREWS (TYP.) MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/51.1 4 J/S1.1 3 5/S" X 20 GA. MTL FRAMING a 16" O.G. (TYP.) ALU SYSTEM TENANT D R gLu-o(D)KI 35„ r3 81.1 1/2" = 1'-0" SEE PLAN FOR MEMBER DEPTH BOX BEAM/COLUMN CONSTRUCTION C 81.1 6" = 1'-0" #10 TEK SCREWS Co 12" 0.C. - TYP. SEE PLAN STUDS TO BE UNPUNCHED. CONT. 3-5/8" MTL. TRACK TOP & BOT. SAME GA. AS STUDS CONT. 3 a"x20 GA. MTL. TRACK W/(2) *10 TEK SCREWS 6 16" OC.(TYP.) (4) *10 TEK SCREWS (TYP.) 121-0" APP. A.CT. pb MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/S1.1 4 J/S1.1 3 5/5" X 20 GA. MTL FRAMING m 16" O.C. (TYP.) TENANT SALES AREA di15' - 5 1/5" A.F.F. T.O. TENANT CONSTRUCTION 3 5/5" x 20 GA. LATERAL BRACING e 45" O.C. (TYP.) 12'-4" AFF B.O. WINDOW SOFFIT MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/51.1 4 3/51.1 1c)'_P" AFF B.O. GLAZING MULLION LEASE LINE + + + MALL ok15'-51/5" APP. T.O. TENANT CONSTRUCTION 3 5/5" x 20 GA. LATERAL BRACING e 32" O.C. (TYP.) STOREFRONT GLAZING SEE ARCH. DWGS. di I0'-0" APP. B.O. TENANT SOFFIT MALL BULKHEAD MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/51.1 4 J/S1.1 TEMPERED CLEAR GLASS SEE ARCH. DWIGS. LEASE LINE MALL MALL BULKHEAD CONT. 3 B"x20 GA. MTL. TRACK W/(2) *10 TEK SCREWS 9 16" O.C.(TYP.) H ij 81.1 MULTIPLE STUD 1/2" = 1'-0„ 3"-18 GA. STRAP BOTH SIDES © 16" O.C. W/ (4) #10 TEK SCREWS BRG. STUDS SEE PLAN (4) *10 TEK SCREWS (TYP.) MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/Sl.l 4 J/SI.1 3 5/5" X 20 GA. MTL FRAMING e 16" O.C. (TYP.) ALU SYSTEM TENANT 12" C TENANT SALES AREA a CONT. 3 s"x20 GA. MTL. TRACK W/(2) *10 TEK SCREWS 6 16" O.C.(TYP.) (4) *10 TEK SCREWS (TYP.) 121-0" A.F.F. A.CT. $ 1/2" = 1'-0" diI5'-51/S" APP. T.O. TENANT CONSTRUCTION 3 5/5" x 20 GA. LATERAL BRACING a 45" O.C. (TYP.) dq 1O '-PJ" AFF YY B.O. ENTRY PORTAL SOFFIT MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/SI.1 4 3/51.1 BOX BEAM r PER PLAN LEASE LINE MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/51.1 4 J/51.1 3 5/5" X 20 GA. MTL FRAMING e 16" O.G. (TYP.) MALL BULKHEAD CONT. 3 s"x20 GA. MTL. TRACK W/(2) *10 TEK SCREWS e 16" O.C.(TYP.) MALL ADD WEB STIFFENERS FOR 12" AT EA. END OF BEARING + I+ + + + + + + + + " = 1'-o" 3 5/8" - 16 GA. MTL. TRACK W/ (10) #10 TEK SCREWS (4) *10 TEK SCREWS (TYP.) MTL. BOX HEADER PER PLAN WITH WEB STIFFENERS EA. END. SEE DETS. G/S1.1 4 J/S1.1 3 5/5" X 20 GA. MTL FRAMING e 16" D.C. (TYP.) TENANT O:o)1K1 1/2" = 1'-0" V30073 REVIEWED FOR 'cODE COMPLIANCE APPROVED A' 10 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECTURE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: JOSEPH LEWIS, P.E. 3260 W. HENDERSON RD., SUITE 10 COLUMBUS, OH 43220 614-326-2806 REVISIONS NO. DESCRIPTION DATE OUINER/ LANDLORD/ PERMIT COMMENTS 4-25-11 SHEET TITLE STOREFRONT FRAMING PLAN & DETAILS SHEET NO. S1 .1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7 974 SQ. FT. SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF SHEET TITLE STOREFRONT FRAMING PLAN & DETAILS SHEET NO. S1 .1 FA GSP PROTOTYPE RELEASE 3.0 SEISMIC LOCKING PIN MAIN RUNNER CROSS TEE 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.) 0 0 HANGER WIRE NOT TO EXCEED 6'-0" SPLAY BRACE WIRE 8" (MAX.) OR 1/4 LENGTH OF DIST. TO FIRST MAIN \l,/< 111111I1.III11111IIII1111111 1111111 11111 11111 CROSS TEE MAIN RUNNER HEAVY DUTY SUSPENDED CEILING T -BAR GRID SYSTEM SHALL BE ICC ESR 1289 ARMSTRONG SUSPENSION SYSTEM PER ASTM C635 COMPRESSION STRUT (SEE TABLE) 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EAC1-I SEISMIC RESTRAINT 12'-0" O.C. EACH WAY AND WITHIN 6'-0" OF EACH NALL VERTICAL - 12 GA. HANGER WIRE @ 4'-0" O.C. 45° MAX AX. SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK 45° MA (3) TURNS MIN. IN 1 1/2" (TYPICAL) 45° MAX. 3/4" MAIN RUNNER CROSS TEE CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS ACOUSTICAL PANEL CLOSURE ANGLE (MIN. 2" WIDTH) ATTACH GRID TO ANGLE AT TWO ADJACENT PERIMETER WALLS OTHER ENDS OF GRID SHALL REST ON PERIMETER ANGLE AND BE FREE TO SLIDE SUSPENDED CEILING DETAIL @ WALL P=1:7=Dfl g SCALE: NONE SECURE CONT. 2 1/2"-18 GA. MTL. TRACK TO STEEL JOIST WITH #10 TEK SCREWS @ 6" O.C. TOP * BOT. CHORD. INFILL WITH 2 1/2"-18 GA. MTL. STUDS @ EA. I-IORIZ. MEMBER. ATTACH TO TRACKS W/(2) #10 TEK SCREWS @ EA. STUD. ATTACH HORIZ. MEMBERS TO STUD INFILL W/(3) #10 TEK SCREWS AT EA. END (TYP.) MALL DECK 3 5/8"DP, 18 GA DIAG @ 32" O.C. EXCEPT AT WALLS WITH SHELVING REDUCE SPACING TO 32" O.C. CONT 6", 18 GA STUD- SPLICE ONLY @ WALL STUD W/ DIAG BRACE ATTACH 6" STUD TO EACH VERT STUD NI (3)-#12 SCREWS REFER TO 'CEILING PLAN' OPEN CEILING GRID (WHERE APPLICABLE) 3 5/8" MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" TYPE 'X' GYP. BOARD TYP. EACH SIDE - RUN FROM SLAB TIGHT TO DECK ABOVE U.L. DESIGN U465 (SEE DETAIL F/52.1 FOR STUD GAGE.) (4)-12 GA. SPLAY WIRES - SPLAYED 10° FROM EACH OTHER AND 45° FROM CEILING PLANE HANGER WIRE #12 #10 ALLOWABLE TENSION 170 lbs. 4'-0" o.c. max. 300 lbs. 5'-0" o.c. max. NOTE: L/R RATIO NOT EXCEED 200 OMOIOIRROOD E RVOYFRM 4005162-54 AS REQ'D AT HANG POINTS OR AT 24" O.C. AT TOP OF WALL CONDITION MALL STRUCTURAL 7 JOIST i IF APPLICABLE ASEE DTL F/S2.1 FOR Ak 45° CONNECTION TO STRCUTURE -1 V FILL ALL VOIDS @ DECK FLUTES w/ FIREPROOF FILL SCREW BRACING TO WALL STUDS W/ (4)-#12 SCREWS 5/8" TYPE 'X' GYP. BOARD - RUN FROM SLAB TIGHT TO DECK ABOVE U.L. DESIGN U465 G.C. TO MAINTAIN THE SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145'0 @ MAX. SPACING OF 12" O.C. W/ 1 1/4" EMBEDMENT NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) HILTI INC. - ICC ESR 1663 CC aEE � ©aao� )E OFQ7[1o� S2.1 SCALE: NONE SECURE CONT. 2 1/2"-18 GA. MTL. TRACK TO STEEL JOIST WITH #10 TEK SCREWS @ 6" O.C. TOP it SOT. CHORD. INFILL WITH 2 1/2"-18 GA. MTL. STUDS @ EA. HORIZ. MEMBER. ATTACH TO TRACKS N/(2) #10 TEK SCREWS @ EA. STUD. ATTACH HORIZ. MEMBERS TO STUD INFILL N/(3) #10 TEK SCREWS AT EA. END (TYP.) COMPRESSION STRUT SCHEDULE STRUT LENGTH COMPRESSION STRUT REQUIRED UP TO 8'-0" ONE 3 5/8"-25 GA. MTL. STUD 8'-1" TO 1O'-0" TWO 1 5/8"-25 GA. MTL. STUDS ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) AND CONNECTED EVERY 12" O.C. ALONG THEIR LENGTH 10'-1" TO 15'-0" TWO 2 1/2"-25 GA. MTL. STUDS, ORIENTED AND CONNECTED PER ITEM ABOVE 15'-1" TO 20'-0" TWO 3 5/8"-25 GA. MTL. STUDS, ORIENTED AND CONNECTED PER ITEM ABOVE TOP CLIP (MECHANICALLY FASSTENED) SPRING CLIP BULB CLIP (MECHANICALLY FASSTENED) SUSPENDED CEILING DETAIL HANGER WIRE TOP CLIP SPRING CLIP ATTACHMENT HOLES COMPRESSION POST SUSPENDED CEILING DETAIL gYE D Ft3c(5) 2.: SCALE: NONE 4005162-54 AS REQ'D AT HANG POINTS OR AT 24" O.C. AT TOP OF NALL CONDITION MALL STRUCTURAL JOIST i IF APPLICABLE THE SUSPENDED CEILING LATERAL FORCE -BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT ARE NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE REQUIRE MINIMUM 2 -INCH RINGS, SLEEVES, OR ADAPTERS THAT WILL ALLOW A MINIMUM 1 -INCH CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE 1 -INCH MOVEMENT. r 4 I COMPRESSION STRUT -SEE TABLE 12 GA. VERTICAL HANGER WIRE AND WITHIN 6'-0" OF EACH NALL COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12'-0" O.C. EACH NAY VERTICAL - 12 GA. HANGER WIRE @ 4'-0" D.C. 45° MAX 45° MAX. 45° MAX. 45° MAX. (4) TURNS MIN. IN 3" (TYPICAL) SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK NOTE: L/R = RATIO NOT EXCEED 200 MI -5D g OLEIRP 1 5/8" x 16 GA. METAL JOIST FRAMING @ 48" O.C. (4)-12 GA. SPLAY WIRES - SPLAYED 90° FROM EACH OTHER AND 45° (MAX.) FROM CEILING PLANE 7/8" CHANNEL FURRING @ 16" O.C. - SECURE TO 1 5/8" METAL JOIST FRAMING WITH MIN. 8 GA. WIRE IMOUnalYatir EU MALL t DECK 3 5/8"DP, 18 GA DIAG @ 32" O.C. EXCEPT AT WALLS WITH SHELVING REDUCE SPACING TO 32" O.C. CONT 6", 18 GA STUD- SPLICE ONLY @ WALL STUD W/ DIAG BRACE ATTACH 6" STUD TO EACH VERT STUD NI (3)412 SCREWS 3 5/8" METAL STUDS @ 16" O.C. (SEE DETAIL F/52.1 FOR STUD GAGE.) 5/8" TYPE 'X' GYP. SEE DTL F/52.1 FOR 45° CONNECTION TO STRCUTURE FILL ALL VOIDS @ DECK FLUTES w/ FIREPROOF FILL SCREW BRACING TO NALL STUDS N/ (4)412 SCREWS BOARD TIGHT TO DECK ABOVE REFER TO 'CEILING PLAN' G.G. TO MAINTAIN TI -IE OPEN CEILING GRID @ R'-6" A.F.F. FOR CEILING GRID HEIGHTS SECURE BTM. TRACK TO SLAB USING PONDER DRIVEN FASTENERS MIN. .1454) @ MAX. SPACING OF 12" D.C. W/ 1 1/4" EMBEDMENT NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) HILTI INC. - ICC ESR 1663 CS2DDPULLC=01-u-'01-PQE=2VD1DC5al WMQCLC! SCALE: NONE TABLE 8 - ALLOWABLE HEIGHTS FOR INTERIOR AND WIND NON-BEARING CURTAIN WALLS DS20 -- 20 GA. -- PUNCHED 'C' STUDS DEFLECTION L/120 L/240 L/360 SPACING 12" 16" 24" 12" 16" 24" 12" 16" 24" SECTION DESIGNATION 1XX DEFLECTION 5 LBS. PER SQUARE FOOT SURFACE LOAD — INTERIOR WALLS 162DS20 = 1 5/8" 0.072 12'-2" 11'-0" 9'-7" 9'-8" 8'-9" 7'-8" 8'-5" 7'-8" 6'-8" 250DS20 = 2 1/2" 0.177 16'-9" 15'-2" 13'-3" 13'-4" 12'-1" 10'-7" 11'-8" 10'-7" 9'-3" 350DS20 = 3 1/2" 0.386 21'-8" 19'-8" 17'-2" 17'-3" 15'-8" 13'-8" 15'-1" 13'-8" 12'-O" 362DS20 = 3 5/8" 0.419 22'-3" 20'-3" 17'-8" 17'-9" 16'-1" 14'-1" 15'-6" 14'-1" 12'-4" 400DS20 = 4" 0.528 24'-1" 21'-10" 19'-1" 19'-2" 17'-5" 15'-3" 16'-9" 15'-3" 13'-4" 550DS20 = 5 1/2" 1.153 31'-0" 28'-2" 24'-7" 24'-9" 22'-6" 19'-7" 21'-7" 19'-7" 17'-2" 600DS20 = 6" 1.403 33'-3" 30'-3" 26'-5" 26'-6" 24'-1" 21'-1" 23'-2" 21'-1" 18'-5" 800DS20 = 8" 2.853 42'-3" 37'-9" 30'-10" 33'-8" 30'-7" 26'-8" 29'-5" 26'-9" 23'-4" TYPICAL WALL SECTION NOTES: ESR 3016, 3 5/8" X 20 GA. (MIN.) AT 16" 0.C. (MIN.) REQUIRED DEFLECTION LIMIT = L/240 BE AS PER DETAILS. ALL MANUFACTURERS AND I.C.C. #'S TO BE APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING DEPARTMENT TYPE "X" THROUGHOUT. ATTACH WITH 1" TYPE S DRYWALL SCREWS 12" O.C. AROUND PERIMETER. REQUIRED DEFLECTION LIMIT = L/240 1. ALL METAL STUDS TO BE PER ICC THROUGHOUT UNLESS NOTED OTHERWISE. 2. ALL CONNECTION AND FASTENERS TO STRICTLY ADHERED TO BY G.C. UNLESS 3. ALL GYP. WALL BOARD TO BE 5/8" VERTICALLY AT STUDS AND 8" O.C. DESIGN NO. U465 NONBEARING WALL RATING - 1 HR. SECURE CFMF TO EXIST. STEEL BEAM WITH ONE 2"x2"x14 GA. x 4" LONG FRAMING CLIP WITH (3) #12 TEK SCREWS EA. LEG. OPTION: USE (3) 0.145" X-EDNI P.A.F. BY HILTI (TYP.) 4005162-54 AS REQ'D AT HANG POINTS OR AT 24" O.C. AT TOP OF NALL CONDITION MALL STRUCTURAL STEEL � MALL DECK 3 5/8"DP, 18 GA DIAG @ 32" D.C. EXCEPT AT WALLS WITH SHELVING REDUCE SPACING TO 32" O.G. CONT 3 5/8"DP, 16 GA TRACK W/ (1)4I2 SCREW IN EA FLANGE OF EA STUD _I sp T.O.STUD A.F.F. REFER TO t MN 'CEILING PLAN' 3 5/8" MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" TYPE 'X' GYP. BOARD TYP. EACH SIDE (SEE DETAIL F/A02 FOR STUD GAGE) ASEE DTL F/52.1 FOR 45° CONNECTION TO STRUCTURE SCREW BRACING TO NALL STUDS N/ (4)410 SCREWS f REFER TO 'CEILING PLAN' OPEN CEILING GRID -SEE SHEET A2 SECURE BTM. TRACK TO SLAB USING PONDER DRIVEN FASTENERS MIN. .145"4 @ MAX. SPACING OF 12" O.C. N/ 1 1/4" EMBEDMENT NOTE: FOR PONDER DRIVEN FASTENERS (SILL ANCHORAGE) HILTI INC. - ICC ESR 1663 ECU lTIEl 001 IE)LaL `u�D`u�D J 1 W'QRf 82.1 SCALE NONE 1. FLOOR * CEILING RUNNER - (NOT SHOWN) 25 MSG (MIN.) GALV. STEEL 1" HIGH, RETURN LEGS 3 5/8" WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTERNS 24" D.C. 2. STEEL STUDS - 3 5/8" WIDE (MIN.), 1 1/4" LEGS, 3/8" RETURN, FORMED OF 25 MSG (MIN.) GALVANIZED STEEL. MAX. STUD SPACING 24" O.C. 3. BATTS AND BLANKETS* - (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD GYPSUM* - 5/8" THICK x 4' WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND -CEILING TRACK WITH 1" LONG, TYPE S SELF -TAPPING STEEL SCREWS SPACE 8" O.C. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1" LONG, TYPE S STEEL SCREWS SPACED 12" O.C. CANADIAN GYPSUM CO., LTD. -TYPES C, SCX, SHX, WRX DOMTAR GYPSUM INC., - TYPE 5 GEORGIA - PACIFIC CORP., GYPSUM DIV. - TYPE GPFS-C PABCO GYPSUM CO. - TYPE PG -C U.S. GYPSUM CO. - TYPE C, 1PX2, SCX, SHC, SHX, WRC, OR WRX 5. JOINT TAPE AND COMPOUND - VINYL DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED 6. FURRING CHANNEL - (OPTIONAL - NOT SHOWN) - RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX. 24" O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2" LONG TYPE S-12 PAN -HEAD STEEL SCREW. *BEARING THE UL CLASSIFICATION MARKING CONNECT DEFLECTION TRACK TO STRUCTURE W/(2)-#12 SCREWS @ 16" O.C. MAX DEFLECTION TRACK BY FIRE TRAK CORP. W/SLIP CLIP AT EACH VERT STUD. INSTALL PER MANUF. RECOMMENDATIONS TOP OF METAL STUD MINERAL FIBER BOTTOM OF METAL STUD FIRE RATED GYPSUM COMPOUND OR FIRE CAULK FIRE TRAK SHADOWLINE SLIP TRACK, EA SIDE 5/8" TYPE 'X' G.W.B. METAL STUD USE THIS DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK SUSPEND CEILING SYSTEM NOTES 1. A HEAVY DUTY TEE BAR SYSTEM MUST BE USED 2. CEILING AREAS EXCEEDING 2500 SQ. FT. MUST HAVE A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION TO BREAK THE CEILING INTO AREAS NOT EXCEEDING 2500 SQ. FT. THE RATIO OF LONG TO SHORT SIDE DIMENSION FOR EACH CEILING AREA SHALL NOT EXCEED 4. 3. LIGHT FIXTURES (ALL TYPES) SHALL BE MECHANICALLY ATTACHED TO THE GRID PER NEC 410-16. 4. RIGID LAY -IN OR CAN LIGHT FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE AS FOLLOWS: - LESS THAN 10 LBS - ONE 12 GA. WIRE (MAY BE SLACK). - 10 TO 56 LBS - TWO 12 GA WIRES (MAY BE SLACK - OVER 56 LBS - SUPPORTED DIRECTLY TO THE STRUCTURE BY APPROVED HANGERS - PENDANT HUNG FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE USING "3 GA. WIRE 5. CABLE TRAYS AND ELECTRICAL CONDUIT SHALL BE SUPPORTED AND BRACED INDEPENDENT OF THE SUSPENDED CEILING SYSTEM. B tIIRCOGzlo II FRILIRgo O J [ ) L J - ALL LIGHT FIXTURES it AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM MAIN RUNNERS.THE ATTACHEDMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT. - 12 GA. HANGER WIRES SHALL BE ATTATCHED TO THE GIRDER MEMBERS WITHIN 3" OF EACH CORNER OF ALL FIXTURES. TANDEM FIXTURES MAY UTILIZE COMMON W I RES. - FIXTURES DIFFUSERS NEIGHING 20 LBS BUT NOT MORE THAN 56 LBS. IN ADDITION TO THE ABOVE REQ'S SHALL HAVE (2) 12" GA. HANGER WIRES CONNECTED FROM THE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. - FIXTURES * DIFFUSERS NEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE BY APPROVRD HANGERS. R1101:1JEi OYR3LFU 821 SCALE NONE - + + AS NOTED 1 7,974 SQ. FT. GROSS AREA: SALES AREA: 4,641 SQ. FT. REFER TO MALL ac STRUCTURAL DWS MALL DECK (TYPICAL) 3 5/8" X 20 GA. MTL. STUD INFILL EA. SIDE. ATTACH TO T * B CHORDS N/ (2) 410 TEK SCREWS. ATTACH STUD BRACING WITH WITH A MINIMUM OF (4) 410 TEX SCREWS (2 EA. INFILL) (TYP.) 3 5/8" x 20 GA. MTL. STUD BRACING @ 48" O.C. SCREW TO WALL STUDS NI (4) 410 TEX SCREWS MINIMUM (TYPICAL) MALL STRUCTURE (TYPICAL) DIAGONAL BRACES PERPENDICULAR TO STEEL JOISTS REFER TO MALL STRUCTURAL DWS 3 5/8" X 20 GA. MTL. TRACK @ EXIST. JOIST BEHIND. ATTACH TO T B CHORDS N/ (2) #10 TEK SCREWS. ATTACH STUD BRACING WITH WITH A MINIMUM OF (4) #10 TEX SCREWS (2 EA. INFILL) (TYP.) 3 5/8" x 20 GA. MTL. STUD BRACING @ 48" O.C. SCREW TO WALL STUDS W/ (4) #10 TEX SCREWS MINIMUM (TYPICAL) 3 5/8" X 18 GA. MTL. STUD INFILL @ EXIST. JOIST IN FRONT. ATTACH TO TRACK W/ (3) #10 TEK SCREWS EA. SIDE. MALL STRUCTURE (TYPICAL) DIAGONAL BRACES PARALLEL TO STEEL JOISTS ©OKIIR L MKORIL JDMg VgTML,13I R S2.1 SCALE: NONE BOTTOM OF DECK 400S162-54 AS REQ'D AT HANG POINTS OR AT 24" O.C. AT TOP OF NALL CONDITION _o m NOTE : DO NOT ATTACH GYP. BOARD TO TOP TRACK P DGC gEIAL=11-ra)E o)I V DLI SCALE: NONE 00 z E w w TOP OF STUD 16 GA. "DEEP LEG" TRACK SECURE TO 4005162-54 co m USE THIS DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK 1JFL,U )U U nFcTiz = 82°1 SCALE: NONE TOP OF STUD REVIEWED FOR CODE COMPLIANCE APPROVED MAY' 10 2017 City of Tukwila BUILDING DIVISION 16 GA. "DEEP LEG" TRACK SECURE TO 4005162-54 r1 60 7 3 RECEIVED CITY OF TUKWILA MAY 02 2011 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: ARCHITECT RE 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: JOSEPH LEWIS, P.E. 3260 W. HENDERSON RD., SUITE 10 COLUMBUS, OH 43220 614-326-2806 REVISIONS NO. DESCRIPTION I\ OWNER/ LANDLORD/ PERMIT COMMENTS DATE 4 -25 -Il SHEET TITLE SEISMIC & STRUCTURAL DETAILS SHEET NO. S2.1 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED 1 7,974 SQ. FT. GROSS AREA: SALES AREA: 4,641 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF SHEET TITLE SEISMIC & STRUCTURAL DETAILS SHEET NO. S2.1 FA GSP PROTOTYPE RELEASE 3.0