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Permit D17-0253 - UNIQLO USA - TENANT IMPROVEMENT
UNIQLO 718 SOUTHCENTER MALL D17-0253 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 718 SOUTHCENTER MALL Project Name: UNIQLO USA INC Permit Number: D17-0253 Issue Date: Permit Expires On: 11/14/2017 5/13/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 APRIL HOUSE 3617 SW CHARLESTON ST, SEATTLE, WA, 98126 PLAN IT CONSTRUCTION USA INC 4949 COTE VERTU OUT OF COUNTRY - QUEBEC, CANADA, , , H45 1E1 PLANICU842LZ UNIGLO USA INC 718 SOUTHCENTER MALL, TUKWILA, WA, 98188 Phone: (206) 478-0844 Phone: (514) 339-1112 Expiration Date: 6/9/2018 DESCRIPTION OF WORK: TENANT IMPROVEMENT ON RETAIL SPACE, NEW NON STRUCTURAL WALLS, FINISHES, WRAPS AND CEILING Project Valuation: $800,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $12,292.79 Occupancy per IBC: M 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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: r')\41 Date: t 1-11-1—(7 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 an : agree to the conditions attached to this permit. Signature: Print Name: � �,E.s p DEs\ALC.K 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. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 0 0 9: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 10: 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. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: 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. 15: 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. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: 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. 19: 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). 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 21: 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. 22: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 26: 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) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 0 0 25: 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) 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 31: 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 1013.1) 32: 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 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 1013.6.1) 33: 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 1018.1) 34: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 35: 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 1008.3.5) 39: 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) 37: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 36: 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). 40: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 42: 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) 0 0 41: 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) 43: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 44: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 47: Post address on storefront per approved Westfield standards. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 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 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4004 SI -WELDING 0406 SUSPENDED CEILING 0413 WALL SHEATHING/SHEAR 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. Project No. Date Application Accepted: Date Application Expires: (For office /i7 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 Address: King Co Assessor's Tax No.: 718 Southcenter Mall Tenant Name: Uniqlo USA Inc 9202470010 Suite Number: Floor: PROPERTY OWNER Name: April House-Paroline and Associates Name: Westfield Cit': Seattle State: WA zip: 98126 Address: 835 Market St, Suite 517 Email: april@parolineassociates.com City: San Fransico State: CA Zip: 94103 CONTACT PERSON -;person receiving all project. communication Name: April House-Paroline and Associates Address: 3617 SW Charlestown St Cit': Seattle State: WA zip: 98126 Phone: (206) 478-0844 Fax: Email: april@parolineassociates.com GENERAL. CONTRACTOR INFORMATION : Company Name: TBD Address: Address: 1215 West Rio Salado Parkway, Suite 200 Architect Name: Same Phone: Fax: City: State: City: St Louis State: MO Zip: Phone: Fax: Email: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: m Yes ..No . ARCHITECTOF RECORD Company Name: Caruso, Turley, Scott Inc Company Name: Frederick J Goglia Address: 1215 West Rio Salado Parkway, Suite 200 Architect Name: Same Phone: Fax: Address: 1950 Craig Rd, Suite 300 City: St Louis State: MO Zip: 63146 Phone: (314) 415-2400 Fax: Email: ENGINEER OF RECORD Company Name: Caruso, Turley, Scott Inc Engineer Name: Christopher Atkinson Address: 1215 West Rio Salado Parkway, Suite 200 City: Tempe State: AZ Zip: 85281 Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19:27.095) Name:, USA T►1L Address: -7 g 6-Duolegmke,in—ij City!rvt(W;14 State: Op. Zip_. yriegi Page :1 of 4 BUILDI NGYPERMITffINFORMATIO Valuation of Project (contractor's bid price): $ 800,000 Existing Building Valuation: Describe the scope of work (please provide detailed.information): Tenant improvement on retail space, new non structural walls, finishes,wraps and ceiling. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide AlButld�ng Areas IT7. Dotage Below ,� v =t ^ = ,_ � �.:� •TAddition riterlorRemode: to wrrs� Exlsttng Sr A. A� `•iIv..�" - o�;K• Constr.uction-4 r t IB_, T°Az o.,.f FOccupancy per�',...,-,k,.....-9,‘� xIBC, . Ezsing ew _a •a mss.=,,, _, 10,008 10,008 IIB M t2.,Floor�; Floor thmf' ': Basement r; •r' gA"ccesory Stiucture�' . pi=� PAttached Gaiag I. iDefdched Garage5f, s. •-' i-AttretiaCa port - lis. . Detached t,aiport "' . ti Covered Deck' �3-`p MUn"covered+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 Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 ..:..No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data' Sheets. SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line\2011 Applications\ Permit Application Revised - 8-9-1 l.docc Revised: August 2011 bh Pag-e;2 ZiP4 PUBLIC WORKS PERMIT INFO" TION = 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 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O 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") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...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 ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... >> WO # ❑ ...Temporary Water Meter Size.. >> WO # ❑ ...Water Only Meter Size ,, WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ 0 ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H: ApplicationsUbmu-Applications On Line\2011 Applications\Permit 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 AUTHORIZ D AGENT: Signature: Date: 09/20/2017 Print Name: April House-Paroline and Associates Day Telephone: (206) 478-0844 Mailing Address: 3617 SW Charlestown St Seattle WA 98126 City State Zip H:\Applications\Porms-Applications On Line\2011 Applications\Permit Application Revised - 8-9.11.dunn Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY 1,.PAID $11,452.92 D17-0253 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $7,508.25 DEVELOPMENT $7,150.93 PERMIT FEE R000.322.100.00.00 0.00 $7,146.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $357.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 $357.32 EL17-0728 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $2,430.47 ELECTRICAL $2,314.73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 I $2,314.73 TECHNOLOGY FEE$115.74 TECHNOLOGY FEE R000.322.900.04.00 0.00 $115.74 M17-0132 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $1,169.31 MECHANICAL $1,113.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,080.48 TECHNOLOGY FEE $55.68 TECHNOLOGY FEE I R000.322.900.04.00 I 0.00 $55.68 PG17-0116 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $344.89 PLUMBING $328.47 PERMIT FEE R000.322.100.00.00 0.00 $295.32 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $16.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12788 R000.322.900.04.00 0.00 $16.42 $11,452.92 Date Paid: Tuesday, November 14, 2017 Paid By: PLANIT CONSTRUCTION USA INC Pay Method: CHECK 001591 Printed: Tuesday, November 14, 2017 7:47 AM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY :' PAID $5,071.30 D17-0253 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $4,784.54 Credit Card Fee $139.36 Credit Card Fee R000.369.908.00.00 0.00 $139.36 DEVELOPMENT $4,645.18 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,645.18 M17-0132 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $286.76 Credit Card Fee $8.35 Credit Card Fee R000.369.908.00.00 0.00 $8.35 MECHANICAL $278.41 , PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12365 R000.322.102.00.00 0.00 $278.41 °' $5,071.30 Date Paid: Wednesday, September 20, 2017 Paid By: APRIL HOUSE Pay Method: CREDIT CARD 410204 Printed: Wednesday, September 20, 2017 12:40 1 of 1 PM CREVSYSTEMS 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 017-0753 Prod ct:T, lA sir ` e of,lns ection: to�,t.�lc on b e.— i.Y. Address Date Called: Special Instructions:( * ik atm " 7 Date Wa/sn�ted: R 2-0 if p.m. Requester 31rA Phone No: fl/ -5 7-s'O7 Approved per applicable codes. I] Corrections required prior to approval. COMMENTS: Inspector: Date: a - /5 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 DI7—OP, 53 Project: UhIQLO Type of Inspection: Olin-D'JV& f/fi/tf. Address: /W/ s i ', //f/ L L Date Called: Special Instructions: 37jTfe-111:44(1,41,` A tC7% j, E% x/ Amaitts. 1.t2N-.fie Date Wanted: j ' a "'2.! �1,6 a.m. p.m. Requester: WI Phone No: 9O'—.5-87— 5 107 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: El -A -a-- 5 b .a726XY c Ai l46 - 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 Di7-09.63 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: U.j'l Q0 Type of Inspection: 071-rig6Ael L/i1477Nc Address: /// 6-6u77trTA ALL Date Called: Special Instructions: -_ _ 9rrR-e5aA -rS.F Date Wanted: — 0 °—f8 p.m ___ Bvd _DMG P/lJAL Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: e,t-( LivAts6-ow:1 G44 -71A(6— 17E5 Inspector: 15 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 Project: WI 61-6 05A Z>f< — . V iP ixo C,: ii.-/ Type of Inspection: Sus Pii_DiZO Oft Li N.G-7. Address: NO I 5; Vittei r rzR it Date Called: �-� Special Instructions: Date Wanted: I -I 7-I.E3 <• a.m. , p.m. Requester: Phone No: ixApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Z>f< — . V iP ixo C,: ii.-/ e,K - �,% kits-DA/C-- oK -/4�tD4-= . tAD/, G oft/AR/N eWibt 5 >ec. -- k 07, e5 / -s'/; 1e1 x/°e/ 4(1x Inspector: 0-Y Date: 7-!6 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 (206) 431-3670 P 1)253 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: ®K — Address: /(/ Sairaye,67yrzer tilt_ Date Called: s7/30777i4/ Special Instructions: Date Wanted: /2.--)7 a.m T' p.m. Requester: Phone No: 9, -51r7 - 55'0 7 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: ®K — / tl4G- Uuu 0 K -Tu ccb/ 2. OK- G✓f1-41 s7/30777i4/ SAWA Inspector: Date: i 2-18-/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 DI 7-o25 3 Project: /40'0 Type of Inspection: 671.5-P ries, w C/L/4"6- Address: /('/ SiV.77/64-7170V /ogLL Date Called: P//1--I-L---r Special Instructions: Date Wanted: /,z-actv-17 f a.m.. p.m. Requester: Phone No: Approved per applicable codes. lCorrections required prior to approval. COMMENTS: 5--v,5- / eo/G/NC- 9 0i<- ,Dict.Yr%ivi-L-L op,)c s -(Di 6./JL9 P//1--I-L---r Inspector: Date: l.2 -.24'--' 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 DI7-0253 Project: WU/QLO Type of Inspection: 1 H& k - D. 44,0' 6-y%o.: fli7 Address: 7/8 S tJ T 7/CEN ER /flfLL Date Called: Special Instructions: Date Wanted: %.m: I.2: 17 p.m. Requester: Phone No: .5N- 339.1112. aApproved per applicable codes. El Corrections required prior to approval. COMMENTS: k - D. 44,0' 6-y%o.: fli7 . Cal - t /i)l& Cts L L ofvws cwt./ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t -f-2-{ /11/ -2 — O/32 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type �/ Sprinklers: .-0 . .f of_Inspection: /A -g 7 ,-A Address: Suite #: / ef/ 5- /P/471 Contact Person: Special Instructions: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , /n -S-A+—'/ _ / - g -c .is ise _ -'12-r- -- ‘t 7 0_41- j3 Slw . ----- r S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: 7---"k s 2 Date: Ol /;Gl j e • 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i 17-5-2e6 br)- 0`. -5 - PERMIT NUMBERS '-CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. /,A� lit / ��1.—o6 Type!of Inspection: 1)-- Address: /Contact j/ #: �'C MALL_ PiL„ Person: Special Instructions: Phone No.: Approved per applicable codes. i Corrections required prior to approval. COMMENTS: / - C )v: ' , Needs Shift Inspection: Date: Hrs.: Sprinklers: -- Fire Alarm: Ya -S Hood & Duct: Monitor: r124 /u'u-z, Pre -Fire: Permits: Occupancy Type: Inspector: Date: 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 INSPECTION NUMBER INSPECTION_ RECORD Retain a copy'witlf'permit 0;1-- 62-5'S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:-,Type(of uivt QLc) Inspection:` ' a ` Fire Alarm: Address: t f Suite /4 Contact Person: Pre -Fire: - Special Instructions: Phone No.: 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: gwi0,12,?3, P/ f I r 0 t,01G- e-r[J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: Inspector: Date: l/f tvil V Hrs.: ( v I ar $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 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 R3 R4 over 3 stori Project Info Compliance forms do not requirea password to use. Instructional and calculating cells are write - protected. Project Title: UNIQLO Date 9/13/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building DeREis ED CITY OF TUKWILA SEP 2 O 207 PERMIT CENTER Company Name: UNIQLO Company Address: WESTFIELD SOUTHCENTER, SEATTLE, WA Applicant Name: Applicant Phone: Applicant Email: Project Description• h New Buildingj !Addition •- -- Alteration . Plans Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. { 3LAddition Compliance Method I Interior lighting • i Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance is,combined with existing: For interior lighting projects, include nett? +existing interior lighting Wattage table in LTG-iNT-BLD or LTG 1NT SPACE form. For exterior lighting projects;. include nevi;+:existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage in Proposed Lighting fixture Wattage in Proposed in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Control elements that apply of the retrofit project. If project combination of spaces where 50% of the existing fixtures in some spaces, and 50% or fixtures are replaced in others; provide separate lighting power compliance forms for the two conditions. Spaces undergoing type of retrofit may be combined lighting power compliance form. Refer to Section C503.6 for Lighting to the scope includes a less than are replaced more of the then retrofit the same into one additional Lighting Power Interior lighting g 50% or more of existing are replaced Less than 50% of existing are replaced Lamp and/or ballast replacement only --existing total wattage not increased ! 50% or more replaced - Total lighting power of new + existing LPA per Sections C405.4.2 and C405.5,2. include new + existing Lighting Wattage table in LTG -INT -BLD, LTG-iNT-SPACE or LTG Less than 50% replaced - Total lighting power of new + existing total lighting power prior to alteration. Include new + existing -to Wattage table in LTG -INT -BLD. LTG -INT -SPACE or LTG -EXT 50% threshold applies to number of luminaires for interior spaces installed wattage for exterior luminaires. Parking garage Exterior lighting -to -remain fixtures shall com l with total pY -t� -remain fixtures in Proposed -EXT form. -to -remain fixtures shall not exceed the -remain fixtures in the Proposed Lighting form. and parking garages, and total hep,_ t r V 1 Mt FOR TO Il /� t' pt� /1 rW mile r�t1$. . APPROV 0 OCT 0 4 2017 I;lty of Tukwila �(, (� `/j (� I'DI' ., c„# „„. ea`.e�ieNp.¢I shall be made to Lighting Controls Interior lighting New: wiring installed to serve added . fixtures and/or fixtures relocated to new • circuit(s) New or moved lighting panel . Interior space is reconfigured - - 1 luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual sensor controls per C405.2.1, daylight responsive. controls per controls per C405.2.5. For exterior lighting, provide required controls Parking garage Exterior lighting 1 controls per.C405.2.3. occupancy C405.2.4 and application specific lighting per C405.2:7. the interior or exterior lighting systems and existing_ space uses and configuration are not changed. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all -required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. o• Change of Space Use g p 1 Existing interior lighting systems in areas under -going a change in s.,. e j -Bi trash. rte comply with LPAs for the new space types per Tables C405.4.2( ,1..c.�iAS-- o �; rl1L Identify interior spaces requiring LPD upgrade to the current Code i �r o rgs , ''. i •, , r - in LTG -INT -BLD or LTG -INT -SPACE form. r or/ Lighting Summary, cont. 2015 Washington State Energy Code Compliance Forms for Commerc LGT-SUIVT �_ ... _.__...� .._, ..-, ... _._....,..,,,..,,.„v q„ i.1 MCVlbeU AUgUSi ZUIb Project Title: UNIQLO Date 9/13/2017 Interior Lighting System Description Interior Lighting Power Allowance Method Li - Building Area Method 1_ Space -by -space Method Select method used in project. Interior Lighting Controls f :1 All C405.2.1 - C405.2.8 Controls n C405.2 Exception 5 Luminaire Level _._. Lighting Control (LLLC) I_i Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: - **C405.2 thru C405.5 Commercial Lighting Controls and LPA 0C406.3 High Efficacy Lighting Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3 Project Title: UNIQLO Date 9/13/2017 Calculation Area NOTE 9 co) , j Addition - ("' Addition .- stand alone "+ existing () Spaces where < 50% of t-- , Spaces where >_ 50% of (--N • luminaires are replaced - luminaires are replaced '-' For Building Department Use LPA Calculation Type (') Standard (D Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power '-• To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage "OTE' 191 Location (plan #, room #) Space Type Ceiling Height NOTE 2 9 Gross Interior Area in ft2 Allowed Wattsper ft2 Watts Allowed z (watts/ft x area) SALES Sales area FITTING 7576 1.270 9622 FITTING Retail: Dressing/fitting area F1-4' LED STRIP 606 0.570 345 ALTERATIONS Workshop 236 1.270 300 ELECTRICAL Electrical/mechanical 163 0.760 129 STOCK Storage room 779 0.500 390 RESTROOM Restroom: all other 139 0.780 105 OFFICE Office: Enclosed 129 0.890 115 BREAKROOM Lounge/breakroom: all other 296 0.580 172 CORRIDOR Corridor: all other 15114 89 0.530 47 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE a Total Area Retail Display 10008 LTG -INT -DISPLAY Allowed Watts Allowance from 5793 17012 Proposed Lighting Wattage"' 3 Location (plan #, room #) Fixture Description NOTE 4, s, 6 Number of Fixtures Watts/ Fixture NOTE 7 ,a r{ Watts Proposed SALES BD1-RECESSED LED DOWNLIGHT 191 50i 7050 SALES/FITTING BD5-RECESSED LED DOWNLIGHT 35 31 , 1085 FITTING BD6-RECESSED LED DOWNLIGHT 10 20 200 BOH F1-4' LED STRIP 29 34 i i l 986 Proposed Retail Dispay Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 5793 15114 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced provide total existing lighting wattage (prior to alteration) in the space provided Interior Display Lighting - Space -by -Space .. LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R Project Title: UNIQLO Date 9/13/2017 `V V General Note - In Sales areas, an increase in lighting power allowance is permitted for lighting installed specifically for the purpose of highlighting merchandise. Only Sales areas illuminated with eligible merchanise display lighting may be included in the Gross Interior Area under each Retail category. This lighting power allowance is the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts, whichever is less. Proposed retail display lighting wattage that exceeds this allowance is applied to general area lighting. Maximum Allowed Retail Display Lighting Wattage For Building Department Use Location (plan #, room #) Retail Sales Area Type NOTE 1 yp Gross Interior Area in ft2 Allowed Watts 2 NOTE 2 per ft Watts Allowed 2 (watts/ftx area) SALES Retail 3: Furniture, clothing, cosmetics, artwork 7576 1.40 10606 PD2-RECESSED LED DOWNLIGHT 63 27 1701 Retail 3 SALES PD3-RECESSED LED DOWNLIGHT 106 27 2862 Retail 3 SALES WD6-RECESSED LED DOWNLIGHT 38 27 Total Retail With Display Area Maximum 7576 Total Watts Base Allowance Allowance NOTE 3 10606 Retail Display Lighting Retail Display 500 11106 Proposed Retail Display Lighting Wattage "OTE 4 Retail Area Location (plan #, room #) Fixture Description NOTE s Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Retail 3 SALES F2-4' LED STRIP 6 34 204 Retail 3 SALES PD2-RECESSED LED DOWNLIGHT 63 27 1701 Retail 3 SALES PD3-RECESSED LED DOWNLIGHT 106 27 2862 Retail 3 SALES WD6-RECESSED LED DOWNLIGHT 38 27 1026 RETAIL DISPLAY WATTAGE ALLOWANCE - AS PROPOSED Proposed Retail Display Lighting Totals from LTG -INT -DISPLAY Total Retail Proposed Display Watts NOTE 7 Retail Display Power Allowance NOTE e 5793 5793 Retail 1 Retail 2 Retail 3 Retail 4 5793 Note 1 - Select retail sales areas from drop down menu. Only retail sales areas that comply with C405.4.2.2.1 may be entered in this table. Note 2 - Retail display lighting power allowances per C405.4.2.2.1, Equation 4-11. Note 3 - Maximum retail display wattage allowance as calculated per C405.4.2.2.1, Equation 4-11. Note 4 - Only separately controlled retail display fixtures that are independent of general area lighting per C405.4.2.2.1 may be entered in this table. Note 5 - For proposed Fixture Description, list ALL proposed display lighting fixtures. Indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaries with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 7 - Total Retail Proposed Display Watts is automatically entered into the Proposed Fixture Wattage table in LTG -INT -SPACE. Note 8 - Retail display lighting power allowance is the lesser of the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts. Retail display wattage allowance is automatically entered in the Maximum Allowed Lighting Wattage table in LTG -INT -SPACE. Note 9 - Enter a unique title for each lobby area in project that has art/exhibit display lighting. Note 10 - Lobby art and exhibit display wattage allowance per Table C405.4.2(2), Footnote c = 0.5 W/ft2. Note 11 - Proposed display lighting totals for each lobby area per information entered into Proposed Lobby Art/Display Lighting Wattage table. Note 12 - Only separately controlled display fixtures installed in lobbies for the purpose of highlighting art and exhibits, that are independent of general area lighting, may be entered in this table. Note 13 - Lobby Art/Exhibit Display Allowance is automatically entered in LTG -INT -SPACE. Interior Display Lighting Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: UNIQLO Date 9/13/2017 General Note - In Lobby areas, an additional wattage allowance is permitted for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas with eligible display lighting may use this additional allowance. Proposed display lighting for each Lobby area may not exceed this allowance. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use LobbyArea NOTE 9 Lobby Description including (plan # & room #) Gross Interior Area in ft2 Maximum Display Watts Allowed NOTE 10 Per Area Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area Total Lobby Art/Exhibit Display Allowance NOTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOTE 12 Lobby Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watts Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: UNIQLO Date 9/13/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component (Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken E400,E401 Yes C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters E400,E401 Yes C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception E300, E301, E400, E401 Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405,2.4location C405.2.5 Manual controlsreduction, Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light daylight responsive or specific application controls), of manual control device and area or specifice application it serves E300, E301, E400, E401 Yes C405.2.2.1 C405.2.2.2reduction C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E300, E301, E400, E401 Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; E300, E301, E400, E401 Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies E300, E301, E400, E401 Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; E300,.E301 Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for automatic 100% -on per exception E300, E301 NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% NA C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used Yes C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. E300, E301, E400, E401 NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less ( 9 p 9 than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) NA C405.2.4 Indicate on plans lighting zone(s) served by daylight responsive controls; Daylight responsive Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; controls Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 lighting Additional controls - Specific application Identify controls spaces and lighting fixtures on plans that require specific application lighting controls per this section Yes Items C405.2.5 - 1&2 lighting Indicate Display and accent space; on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same E300, E301, E400 Indicate manual and automatic lighting control method E300, E301, E400, E401 fighting, Motor, and Electrical Permit Checklist, Pg. 2 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 - LTG -CHK Revised August 2016 Project Title: UNIQLO Date 9/13/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NAcontrol C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key of all installed luminaires and switched receptacles in guest room NA 0405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting NA 0405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA 0405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Yes 0405.2.5 - Item 7lighting Means of egress Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress lighting; If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control E300, E401 E301, E400, NA 0405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA 0405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 Yes 0405.2.5 Area controls - Master control switches and circuit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; E300, E401 E301, E400, power limit Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% E400 NA C406.4 Enhanced digital To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; lighting controls Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) NAper C405.13 C408.3 functional If claiming lighting system commissioning exemption provide supporting calculation; Lighting system Identify testing applicable commissioning documentation requirements Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: UNIQLO Date 9/13/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical Washington State Energy Code, Commercial Provisions. requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; E300, E301 Yes C405.4.1 C405.4.1 Total connected Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; C405.4.2 interior lighting power Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) E300, E301 NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken NA C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, 'and Electrical Permit Checklist, Pg. 4 LTG-CHK Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Title: UNIQLO Date 9/13/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS Yes C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken E101, E400 Yes C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter E400 NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time-of-day control no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist CARUSO TURLEY SCOTT structural engineers STRUCTURAL ENGINEERING EXCELLENCE PARTNERS Richard Turley, PE Paul Scott, PE, SE Sandra Herd, PE, SE, LEED AP Chris Atkinson, PE, SE, LEED AP Thomas Morris, PE, LEER AP Richard Dahlmann, PE 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T: (480)774-1700 F: (480) 774-1701 www.CTSAZ.com SIL Job No. 17-1334 Sheet No. Cover By MJM Date 9/17 CLIENT: ArcVision, Inc. 1950 Craig Rd., Suite 300 St. Louis, MO 63146 PROJECT; UniQlo — Southcenter Mall 2800 Southcenter Mall Seattle, WA GENERAL INFORMATION: BUILDING CODE: 2015 International Building Code "5-11/41.0{-,14 ci..vt/M x i -3T.? r`SG I C STnt-t, C ( Ji REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION —RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER Prk CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 7741701 www.ctsaz.com 1 ..• 1 • l _ 1-7-71 • f _J. I 1 E __ _: I--; 1' 1 ! : l 1. I • II I I I LI •I 1 • it _I ' 1 • Job Name (AN) --C -C) Job No. I I - t 3`\ By Sheet No. I Date �f t • I I 1.1__1._1.. .1 L111 ~G 1. .0 I. • I I I i 11-!--7-1 - !� i :__�,--,-•-,--t-- - - - I . 1 I ..I {.-..-_-.1. 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L:L_:...;,..L_,:..1,.i:1 Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy. #200 Tempe, AZ 85301 480-774-1700 480-774-1701 www.ctsaz.com erera Project Title: Engineer: Project Descr. Project ID: Printed: 8 SEP 2017, 8:48M1 g:00::13AcT$44:11'1Z13 t*,.1Glll^1If7:f334=}t ENERMI'C ING�i983.?417 Buiid:6 li 3.29,V0r617 329 Description : Joist Supporting Mechanical Unit General"Beam Prope ties`. ; ':`; Elastic Modulus 29,000.0 ksi Span #1 Span Length = ',cense? caruso turley Scott'. 24.0 ft Area = 10.0 in"2 Moment of Inertia = 100.0 inA4 0(0.875) .c.....�� __ t -'. • •. • Span = 24.0 8 Appiiedipads Uniform Load : D = 0.1080, Lr = 0.150 klft, Tributary Width = 1.0 ft Point Load: D=0.8750k(li 4.0 ft DESIGNSUMM4RY_ Service loads entered. Load Factors will be applied for calculations. Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 20.367 k -ft Maximum Shear = +D+Lr+H Load Combination 11.400ft Location of maximum on span Span # 1 Span # where maximum occurs 0:389 in 739 • 0.000 in . 0 0.743 in 387 0.000 in 0 3.825 k +0+Lr+H 0.000 ft Span # 1 :M:ax`im..umForces•:Ei Stresses; for;load::, Combinations Load Combination Max Stress Ratios Segment Length Span# M V Overall MAXImum Envelope Dsgn.L= 24.00ft 1 +D+Lr+H Dsgn. L = 24.00 ft 1 _.Overai( Maximum Deflections:. Load Combination Summary of Moment Values Summary of Shear Values Mmax + . Mmax - Ma - Max . Mnx Mnx/Omega Cb Rm . Va Max Vnx Vnx/Omega 20.37 20.37 2027 20.37 3.83 3.83 Span Max. "-ft Defl Location In Span Load Combination Max. "+" Daft Location in Span +D+Lr+H Vertcal=Reactions :': Load Combination 1 0.7427 11.880 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Support 1 Support2 Overall MAXimum Overall MINimum D Only Lr Only 2.025 1.800 2.025 1.800 1.800 1.442 1.442 1.800 Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy. #200 Tempe, AZ 85301 480-774-1700 480-774-1701 www.ctsaz.com Project Title: Engineer. Project Descr: Description : Girder 1 Supporting Mechanical Unit CODE 4000CES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 M tenalP:rOpert�eS'<:: Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Prolect ID: Printed: 8 SEP 2017, 8:55AM f R`-1ltSEN.=f117139s11G1+1 t1L;717_ 334 ENERCAL•C 810A96x-2Dintiiild:6yL329; e.til . _ ticenseec carusoaurley scgtt= Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000:0 ksi -.-:.,s 4 x-� ..• -;Ac�."-ate �.> =�'` D(2.8)1LO G) s.E ? • .A •., 1 3..,_4_,L,..,,,,,,,,_,„„ ~�Yn'+A S£=^.esMs, Span = 24.0 ft W16x26 ,ppId Leads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D 330, Lr = 3.60 k a 6.0 ft Point Load : D.= 2.60, Lr = 3,60 k 0x,12.0 ft Point Load : D = 2.60, Lr = 3.60 k x0,18.0 ft DESIGN SUMMA! Desi'"n QK_: Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection • Max Downward Total Deflection Max Upward Total Deflection 0.963: 1 W16x26 76.500k -ft 79.401 k -ft +0+t-r+H 12.000ft Span #1 .0.489 in 0.000 in 0.871 in 0.000 In Maximum Shear Stress Ratio = 0.174: 1 Section used for this span W16x26 Va : Applied 9.825 k Vn/Omega : Allowable 56.520 k Load Combination +0+Lr+H Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Ratio = Ratio = Ratio = Ratio = 588 >=360 0 <360 331 >=180 0 <180 <Mazmurr Farces'&Stresses°°#or_oad Load Combination Max Stress Ratios om inatio s:= Segment Length Span # M V Summary of Moment Values Mmax Mmax - Ma Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega +D+Lr+H Dsgn. L = 24.00 ft 1 0.953 Overall:MaXimum':Deflections.. 0.174 76.50 76.50 132.60 79.40 1.00 1.00 9.83 84.78 56.52 Load Combination . Span Max. °-" Deli Location in Span Load Combination Max. "+ Deft Location in Span +D+t.r+H Vertical Reactions 0.8709 '12.000 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXImum Overall MiMmum D Only Lr Only 5.400 4.425 4.425 5.400 5.400 4.075 4.075 5.400 Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy. #200 Tempe, AZ 85301 480-774-1700 480-774-1701 www,ctsaz.com Project Title: Engineer. Project Descr: Project ID: L4 Printed: 8 SB 2017, 8:56AM ,9gNG PRO.LOT.M. .kril133 : 0B`1 UL 131714.4Fi€C6:' sSENERCALC iNC 1983 0.l7;iBuid;si7329 Var6F1.Y 29' Lic>=# 1W-0600062.4= Description : Girder 2 Supporting Mechanical Unit CODE•REFEREN.CES;= Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 MateOal :Pro- ei#ies:: Analysis Method : Allowable Strength. Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending icensee carliso Birley Obit Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D =1.30, Lr =1.80 k na. 6.0 ft ai Point Load: D=1.30, Lr=1.80k 12.0 ft Point Load: D=1.30, Lr=1,80kno 18.0 ft Point Load : D = 0.8750 k 014.0 ft :: DESIGN SUMMARY.: besi•n"OK Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.653: 1 W14x22 38.950 k -ft 59.641 k -ft +D+Lr+H 12.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.370 in Ratio = 0.000 in Ratio = 0.674 in Ratio = 0.000 in Ratio = 777 >=360 0 <360 427 >=180 0 <180 0.119 : 1 W14x22 5.379 k 45.374 k +D+Lr+H 0.000 ft Span # 1 Maximum Foirces.8�_'Stresses;.#.or Load.ombinatan. Max Stress Ratios Load Combination Segment Length Span # Summary of Moment Values M V Mmax + Summary of Shear Values Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+Lr+H Dsgn. L = 24,00 ft 1 0.653 overall:-MaxirnuCO ;Deflecti'ons Load Combination Span 0.119 38.95 38.95 99.60 59.64 1.00 1.00 5.38 68.06 45.37 Max. "-" Deft Location in Span ' Load Combination Max. "+" Dell Location in Span +D+Lr+H 1 Vertical: ROCtiorie. Load Combination 0.6744 11.931 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Support 1 Support 2 Overall MAXlmum 2/00 Overall MINimum 2.679 D Only 2.679 Lr Only 2.700 2.700 2.096 2.096 2.700 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 7741700 • F: 480 774-1701 www.ctsaz.com G-; �Mk'C4y'-1•,t��sea.. • Job Name L4 Job No. [7 -i -,13L By KIrik 1 I I J'i 1---- l 1' - Sheet No. 5 Date qt. -7 ! -III I ;r J___; 1H111 -. -1''. i –; I! i i 1 r-' 1 . . illi i i I t ; rl _ I .. 1 i ifi—r I 1 i !.. - -' ! 11 ,T I I i t i .....__ .... . I ' til ! ii111 1 1 I ! ; I 1 I.t. l �!� ( i ! (_ _ 1 •-� IfI I ✓tom/.• �%t^Ll i -H i r-'�r- Ik��'�I�^4 I I t1 I Ii i; 1-4 I ' 1_1 _ I . ..1—H--t--� - ' 1 -ii -.1. ! 1 ' :.-•1 1 , , '________LI. 1 1 I I__I I I ' I I :- : • I I • • . I .I _,_ I._1_ i..:._ . , i__,_.... i- .I 1..� 1 I–!J=1_..! (. i LI i.. 1 ! I.i . 1 i 1 –I Pi I i 1.1=_. • 1 I• : I i _I I I i I j I I..I ( 1'i ,. j , l , 1 j ' i i 1 --y LJ i11 �;i 1j 111 ! !--I—L- l I ' :Thi—h-1• 1 –�– • 1 I -r ` Li 1111 � _,Tii I_ 1 . _, ,_I I I _ 1 r-1---! I j i I I ', 1 I: Z FP -1 - 1' ,117 , 11 I -_rm» , ' ' __ I t 1 —h::1 ii,_,611:f ,, 1 is , I 1 j--� : 1 1 1• . I- i • i 1 I :1 I I 71 I I I i I I i- I ! • 11 111 iE1''1 �� 1': �... 1 1 : J_;_—=�? 1 I i _1_ ..!- I i. { 1 ; - I 1 I— 1 • .1_.x___.1 I E i l i -1--1-17-1 i 1..1 `IH.. j I _ ..! 1' —i_ _ _. I I i--- -__j I I I, I i I I I r�-.. .. I i 1 I I !. I._1 i t I I 1 -1 ' —`' i 1 1 1 - .1_I 11 I I t.1 i . I I 1 •I.1 I -'- Search Results for Map 1 of 2 http://windspeed.atcouncil.org/index.php?option=corn content&view... ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Query Date: Fri Sep 08 2017 Latitude: 47,4585 Longitude: -122.2586 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category II: 110 Risk Category ill-IV:115 MRI** 10 -Year: 72 MRI** 25 -Year: 79 MRI** 50 -Year: 85 MRI*'` 100 -Year: 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) `Mlles per hour '*Mean Recurrence Interval Users should consult with local building officials to determine if there are community-spadfic wind speed requirements that govern. n Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. �P 9/8/2017 10:03 AM Design Maps Summary Report https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?templa... :USW Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 47.4585°N, 122.2586°W • Site. Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output ss = SI = 1.456 g 0.543 g SMs = 1.456 g SM1 = 0.814 g Sos = 0.971 g SD1 = 0.543 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. NICER iiesponsu Spec arum aao am uca aoi au) tack 1-A: l.en Perio. r (see) Lm LOCI aa1 080 amt N as3 d.ia 0,30 020 0.10 000 1.1+81 kilo - Uri . OtrSign ffiespeeiso Spvtirum apt a40 aca dao him 1.25 1a i.w 1.3 tai Period. 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. -7 1 of 1 9/8/2017 10:04 AM Mechanical Unit Overturning ASCE?-2010 Unit info: Weight= 1458 lbs X 1.2= Length= 89 in Width= 59 in Height= 51 in Curb height = 14 in RECTANGULAR BASE WITH NO LEGS 1750 lbs. Seismic: Per ASCE 7 Chapter 13 Sds= 0.971 ap= 2.5 Ip= 1 Rp= 6 zlh= 1 (conservative) Fp= (.4*ap*Sds*W) * (1+2*z/h) = Rp/Ip Fp max= 1.6*Sds*Ip*W = Fp min= .3*Sds*Ip*W = Fp= 1.5536 W 0.2913 W 849 lb @ 39.5 in 0.486 W - <— Governs Mot (base)= 33553 lbs * .7= 23486.8 "lbs Niot(to curb) x.7= Mr= Wtx1.2* width/2= 51613.2 'lbs * .6= 30968 "lbs Tr base= -127 lbs Tr to curb= Sliding: V= Wind: 849 lbs 110 mph 3- sec gust wind speed Risk Category II Exposure C Af= 40 ftA2 Av= 36 ft^2 h/d= 0.73 Af<.1 Bh therefore GCr (h)= 1.9 GCr (v)= 1.5 Kz= 0.98 Kzt= 1.0 Kd= 0.85 qz= .00256 Kz Kzt Kd VA2 = 25.8 psf ASCE-7 eqn. 30.3-1 Fh= qh(GCr) Af X .6= Fv= qv(GCr) Av X .6= Mot (base)= 71659 "lbs Mr= Wt* width/2= Tr= 777 lbs Sliding: V= 1182 lbs 1182 lbs 847 lbs 43011 'lbs * .6= ASCE-7 eqn. 29.5-2 ASC& -7 eqn 29.5-3 Mot(to curb) = 25807 "lbs Tr to curb= 15162 "lbs -268 lbs 55115 "lbs 497 lbs Attachment: Screw spacing unit to curb: #12 screw spacing = N= 30 V all/screw (20 gage material)= Vall= 5640 lbs vs. T all/screw (20 gage material)= Tall= 855 lbs Curb to Angles in roof: Use angles below Shear. N= V all/bolt= Vali= Tension T all/bolt= Tall= Angles below: 1= Pmax @mid= M= Sr= Use L4X4X1/4 9" 0.5 " dia. Bolts@ 12 6851 lbs vs. 1370 lbs 8ft 1750 'lbs 0.97 in^3 188 lbs 1182 lbs OK 95 lbs N= 9 Unity: V + T Vall+ Tall unity seismic= 0.15 unity wind= 0.79 22 " o.c. (min 2 per side) from curb to support - washer dimension= 1 " 875 lbs S= I= deflection= 571 lbs 1182 lbs OK 343 lbs N= 4 defl. allowable= L / 240 1.05 in^3 OK 3.04 inA4 0.18 in = L / 525 OK Unity: V + T Vall+ Tall unity seismic= 0.12 unity wind= 0.74 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 4801741700 • F: 480 7741701 www.ctsaz.com Job Name C.(NI.c, Job No. i 7-1 By h'tS �1 Sheet No 1° Date et/r7 Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy #200 Tempe, AZ 85281 480-774-1700 www.ctsaz.com Project Title: Engineer. Project Descr: Project ID: 11 Printed: 13 SEP 2017, 1:12PM Steel Beam Fib = G:\ENG_PR-11 CTSEN-11171334-1\CALCUL-1\171334-1.ECE ENERCALC, INC. 1983-2017, Build:10.17.9.7, Vet:10.17.9.i Description : Storefront B1 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi D(0.098) HSS2Ox4x1 /4 Span = 47.0 ft 'Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0980 klft, Tributary Width = 1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied - Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.289: 1 HSS20x4x1/4 37.961 k -ft 131.501 k -ft +D+H 23.500 ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 1.142 in Ratio = 0.000 in Ratio = 0 <600.0 0 <600.0 494 <600.0 0 <600.0 Desi • n N.G. 0.031 : 1 HSS20x4x1 /4 3.231 k 103.109 k +D+H 0.000 ft Span # 1 -__JOK with 1" Camber Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy #200 Tempe, AZ 85281 480-774-1700 www.ctsaz.com Project Title: Engineer: Project Descr. Project ID: 12 Printed: 13 SEP 2017, 1:18PM Fib =G:\ENG PR -11 CTSEN-1\171334-1\CALCUL-1\171334-1.ECE ENERCALC, INC. 1983-2017, Buikl:10.17.9.7, Ver..10.17.93 iC # :KW -06000624 Description : Storefront C1 Code References ticenseet CARLiSO TURLE :SCOT Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2012 General Information Steel Section Name : HSS4x4x1/4 Analysis Method : Allowable Strength Steel Stress Grade Fy : Steel Yield 46.0 ksi E : Elastic Bending Modulus 29,000.0 ksi Applied Loads Column self weight included : 140.079 lbs * Dead Load Factor AXIAL LOADS... Axial Load at 11.50 ft, Xecc = 1.0 in, D = 3.230 k DESIGN SUMMARY Overall Column Height 11.50 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 11.50 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 11.50 ft, K =1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pa : Axial Pn / Omega : Allowable Ma -x : Applied Mn -x / Omega : Allowable Ma -y : Applied Mn -y I Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are Va : Applied Vn / Omega : Allowable Load Combination Results 0.06321 : 1 Maximum Load Reactions.. +D+H Top along X -X 0.0 ft Bottom along X -X Top along Y -Y 3.370 k Bottom along Y -Y 53.317 k 0.0 k -ft 10.765 k -ft 0.0 k -ft 10.765 k -ft 0.000921 : 1 +D+H 0.0 ft 0.02341 k 25.423 k Maximum Load Deflections ... Along Y -Y 0.0 in at for load combination : Along X -X 0.0 in at for load combination 0.0 k 0.0 k 0.0 k 0.0 k O.Oft above base- 0.Oft above base Load Combination Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location +D+H Maximum Reactions 0.063 PASS 0.00 ft 0.001 PASS 0.00 ft Note: Only non -zero reactions are listed. Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top Load Combination Extreme Reactions Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Base @ Top @ Base @ Top Item Axial @ Base Reaction, X -X Axis Base Reaction, Y -Y Axis Base • Reaction, X -X Axis Top Reaction, Y -Y Axis Top Extreme Value Maximum Minimum Maximum Minimum Maximum Minimum Maximum Minimum Maximum Minimum Axial Reaction @ Base -##f4.##ti #tf##.#q# X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Top @ Base @ Top Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base © Top -#i1##.### ####.### #1f##.### fel#.### .f #i#f#.##<# Caruso Turley Scott, Inc. 1215 W. Rio Salado Pkwy #200 Tempe, AZ 85281 480-774-1700 www.ctsaz.com Project Title: Engineer: Project Descr. Description : Storefront Cl Extreme Reactions Item Project ID: 13 Printed: 13 SEP 2017, 1:18PM File = G:\ENG_PR-1\_CTSEN-1\171334-11CALCUL-1\171334-1.ECE ENERCALC, INC. 1983-2017, Build:10.17.9.7, Vec10.17.9.5 Axial Reaction Extreme Value @ Base X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Top @ Base @ Top Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top Moment, X -X Axis Base Maximum Minimum Moment, Y -Y Axis Base Maximum Minimum Moment, X -X Axis Top Maximum Minimum Moment, Y -Y Axis Top Maximum Minimum Maximum Deflections for Load Combinations -##I#.##4 -#a##.### ####.### -####.##p 1###41f# -####f.### #111#1.### fid#.### 1##1#.### Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance Steel Section Properties HSS4x4x114 Depth = 4.000 in I xx = 7.80 inA4 J = 12.800 in^4 Design Thick = 0.233 in S xx = 3.90 in"3 Width = 4.000 in R xx = 1.520 in Wall Thick = 0.250 in Zx = 4.690 inn Area = 3.370 in"2 I yy = 7.800 104 C = 6.560 in"3 Weight = 12.181 plf S yy = 3.900 inA3 R yy = 1.520 in Ycg Sketches = 0.000 in S S E • CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name (101.,C• -L E ' Job No. f -7 - Sheet No. (Lt I Date 9,/ri By STM •I. I I I I- f1, I IcQ, 6 f} t I �,0i\' (� ` CI 'r•_ .L��''1S5.1` I \s • -__LI •II - { �. 9 > . I -i ; i i i -I.I-i '- !_,_ f _1..i.'.I III• I __,.. . I. s, �L_ I - I t_f-I i � I I i I ��t _ 1 ,_;_i__1_1 i - I .... I I i_' I s i _-�- •i_I ;.. -- ? - --I ' I i ._ �I . I ,III I .. i I ! ' !--I 1 - !. _ 1 _ -- -- - iii �� �I � . i. _ I ,� i i'1 _ - : � i i Y ti - , ISI �U` I I r I /- i __14.1 IS F: t t� l ti ' F� .rJ [�: �. ,y.t 1 it'txt _ 1 I I I _�� i-r�- ;ice,: ' - I_ I I r. I. :-1 I I ! 1 I!—I t I `t r -r ., I Ii. .; . I I I i. r I 1' :I • ,, III I SII I:_ I! I!. i._I. - I I 1 , _ 1 : _ I 1.--1-1 _ ___i• - -i '- - -`= I - Irl •. •---1.----!-J-- : . - f. i I t .I ' -. I L._� �I . II " ; `!1-51,1" iii' .5 ! �•�''3- _I I t 0 i� I ' 1 i � I �... II I I' I-1- ! I i( 1:1_1:,_11_1_.1. -r� I- - I i i i .-. . � _ i 1! j Ii __ : I .-I i�;--__II• I ; ...'rt -Ty . I — � - I _ I i�I I , •. �1 ;II I Ii I, I , - I . _I . ..1. _! I_.I .1 I r'. Ji -i- 1-..i. I'.>_I.- lili j I 1 1 ; • - I- I + - - Imo.-- �I i L �— � 1 I I -I j I� I I I ..! i �I i t i i I Ii I • I' i I I '-L 11 I I. i ] i I I -- ' ! I -Li_ -i I i I.. i i..1 ; • _;y , -i i' i •I i_I I I . i.. r 1 r !_moi -t. . J__ ' --i-• • _!_I I ( : , I —i i i 1 i I • r—I i—r I I --- i 1 1 i I_ : i t I—I-- __ j ..; 1�-I I I i .` i i I - � I I-_ _l. I ; i_I_ I�' ! � _ _ I� � i _ ,i 1 ! ! .. � I I.� I I' I 1 1 1- I 1 _.. i i—, i - i I , .I. ,,' i ! 1 I f i I I I I , it H �II- , 1 I�1_1I_I__;. I �I_I i j.. .i . L _ , -1 __ I I .I. i _ H. -�,_ I— Li — - -I I I I I I I iI_I I JI_•_. t_ i j I I I' _Lilt' I I I, I I _I ,_i_i_. ' I' ..Irtrn I I_ I I T7-1 I. 11 s I ;III!. II 1 1 (i I. r1..1 .I .i -..J1 -_I. i1 Screw Capacities Table Notes 1. Capacities based on section E4 of the AISI S100. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and Include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header, or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength Is the average value, and tension strength is the lowest value listed in CFSET Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), m be obtained by specifying screws from a specific manufactur r. Weld Capacities Table Notes 1. Capacities based on section E2.4 (for fillet welds) and E2.5 (for flare groove welds) of the AISI S100 Specification. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035° diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. For flare groove welds, the effective throat of weld Is conservatively assumed to be less than 2t. 7. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2,4-2 and E2.4-4 was used. 8. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 9. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. - -. - _,... r., _ '.'j," _. •..-.5,. _ ). -1 �+ d f Tens!1ei -, '(hal) _= `:_Fri' r1... (Pse= 643 0,136" A6 Screvlr.,y..••'-l.n8 .r F.rr._r., lbs, Pis dia, 0,272" Allowable f•: =419lbs) Head Screw Connection Screw C� ('Ji .5.--k_::_-..:..:::. .-lt_.. (Pss=1278 lbs, Pts= 586Ibs) 0.164" die, 0,272 Head Capacity fibs) hr1 i 'IL' 0,Screw (Pss= 1644 lbs,Pts=1158 lbs) 0.190" dna, 0,340" Head t_u{�T� (Pss= 2330 • 0216" il' M2 wZ,..-:',..', i� lbs, Pts=2. ms) die, 0,340' ead. L screw (Pss=30481bs, Pts =3201lbs) 0.230" da, 0.409" Head 0.0451 33 0.0566 33 0.0713 33 0.1017 33 ...r ' '- :.r Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull- ut Pu4i'Over Shear Pull -Out Pull -Over 18 3.0188 33 33 44 24 84 48 29 84 52 ' 33 105 55 3 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 ' 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 , 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 • 140 426 171 195 534 198 386 569 225 625 613 261 • 752 68 0.0713 50 65 214 140 140 426 195 . 195 548 249 386 777 284 775 868 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1057 Weld Capacities Table Notes 1. Capacities based on section E2.4 (for fillet welds) and E2.5 (for flare groove welds) of the AISI S100 Specification. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035° diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. For flare groove welds, the effective throat of weld Is conservatively assumed to be less than 2t. 7. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2,4-2 and E2.4-4 was used. 8. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 9. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. - -. - _,... r., _ '.'j," _. •..-.5,. _ ). :L Allowable Weld ....,1: ,:+1;,f. r -h .--....d :'1,+ __..: !_:: .:' .n. r.._.._ rL- .. .,..::' :,-. c.. r,:'::.._ ..,:..:=Fu.'!t.`•i k,; ,tf, -; _.:..:(:_.,-_:i,_..- roti: 1 ,•''-" _ ,.. r:.,: __+_y.,r�:_�.•,:::�Z _=S:�r'' °:moi..,. :iii _'� Capacity jibs I iii; - - _;n:.'�n.i':.:; IetlNelds•: Longitudinal n9 _ '.`{:-` - rse. Transverse - �'7i. : - - 'F1zre.GinovelM1reldsi' - Longitudinal 'I`•"". -' __ .. ..... Transverse il' 43 54 68 97 0.0451 33 0.0566 33 0.0713 33 0.1017 33 45 45 45 45 499 626 789 1125 864 1084 1365 1269 544 682 859 -' 663 832 1048 _ 1 54 68 97 0.0566 50 0.0713 50 0.1017 50 65 65 65 905 1140 1269 1556 1972 1269 985 1241 -' 1202 1514 .1 60.' capadty for materia/ thickness greeter man 0.IDY'requ/res engineering judgment to determine leg of welds, !4° and W. www.SSMA.com Copyright ®2012 by -the SSf4A ESR -2269 I Most Widely Accepted and Trusted Page 6 of 14 TABLE 3—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMAL -WEIGHT CONCRETE''Z'4 FASTENER DESCRIPTION FASTENER SHANK DIAMETER (inch) MINIMUM EMBEDMENT DEPTH (inches) ALLOWABLE LOADS (Ibt) I Concrete Compressive Strength: 2000 psi 4000 psi 6000 psi 8000 psi Load Direction: Tension Shea Tension Shear Tension Shear Tension Shear Universal Knurled Shank X -U 0 .157 3/4 1001253 100 125 105 205 — — 1 165 190 170 225 110' 280' — — 1114 240 310 280 310 180 425 — — 1'/2 275 420 325 420 — — . — — Smooth Shank X -P 0.157 3/45 100 155 100 175 105 205 135 205 15 165 220 180 225 150 300 150 215 11/45 240 310 280 310 180 425 — — 1112 310 420 — — — — — — For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa 'Unless otherwise noted, values apply to normal weight cast -In-place concrete. Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2Uniess otherwise noted, concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 'This allowable load value for the X -U fastener also applies to normal weight hollow core concrete slabs with /, of 6600 psi and minimum dimensions shown in Figure 7, when installed In accordance with Section 4.2.4. 4The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable toads apply to static load conditions. For seismic load conditions, the allowable loads must be limited In accordance with Section 4.1.7, Items 2 and 3, as applicable. 'Applies to fastening of cold -formed steel up to 54 mil thick using the X -P 22, X -P 27, X P 34 and X -P 40 fasteners, respectively, for the 3/4,.1, 11/4 and 11/2 inch embedment depths. TABLE 4—ALLOWABLE LOADS FOR FASTENERS t��4 DRIVEN INTO NORMAL -WEIGHT CONCRETE USING DX-KWIK FASTENER DESCRIPTION FASTENER SHANK DIAMETER (inch) MINIMUM EMBEDMENT (Inches) ALLOWABLE LOADS (Ibf) Concrete Compressive Strength: 4,000 psi 6,000 psi Load Direction: Tension Shear Tension Shear Universal Knurled Shank X -U 47 P8 w/ DX-KWIK 0.157 1r/2 395 405 360 570 For SI: 1 inch = 25.4 mm, 1 Ibf =4 4 N, I psi = 6895 Pa. 1X -U Fastener is Installed using the DX-KWMK drilled pilot hole installation procedure described in Section 4.2.5. 'Pilot holes must not be drilled untl the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 4The fasteners listed In the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 end 3, as applicable. SHELF LOADING- SEISMIC Braced or wall mounted shelves LOAD CASES PER RMI 2.1 BASED ON RMI SECTION 2 LOAD CASES INTERIOR CONDITIONS - NO WIND LOAD, ROOF LOAD, SNOW LOAD OR RAIN LOAD 1. DL 2. DL+PL 3. (0.6 - 0.11Sds)DL + .75 (0.6 - 0.14Sds)PLapp = 0.49 DL + 0.35 PL - 4. (1 + 0.11 Sds)DL + .75 (1 + 0.14Sds)PL + .75 ( 1.11 DL + 0.85 PL + For load support beams and their connections only: 5. DL + .88PL + IL - .75 (.67 X EL) 0.50 EL .67 X EL) 0.50 EL Seismic loads: Sds= R= ap= Per ASCE? Chapter 12 0.971 Sd 1 4 (worst case) 1 z/h= 0.543 Ip= 1 Cs= Sds/R= 0.24 Cs min= .044 Sds= 0.04 Cs Ip= 0.24 Use 0.24 Wp Seismic: Per ASCE 7 Chapter 13 Sds= • 0.971 ap= 1 Ip= Rp= 2.5 zlh= 1.0 USE FOR BRACED OR WALL MOUNTED SHELVES 1.0 0 1.5536 W 0.2913 W Fp= (.4*ap*Sds*W) * (1+2*zIh) Rp/Ip Fp max= 1.6*Sds*Ip*W = Fp min= .3*Sds*lp*W = Number of Shelves= DL per shelf= PL per shelf= Pallet Loading Criteria: A..67 PL (all shelves) B. PL (top shelf only) 0.155 W 12 Shelf depth= 10 lbs Total DL= Total PL= 130 lbs Ws= DL+.67 PL=. Ws= DL+ PL top shelf only= EL Case A= (Cs Ip) (or Fp) Ws= 339 lbs EL Case B= (Cs Ip) or Fp) Ws= 73 lbs <-- Governs 18 inches 120 lbs 1560 lbs 1165.2 lbs 250 lbs Seismic Load Distribution Loading Criteria A: .67 PL (all shelves) DL= 10 lbs per shelf PL= 130 lbs per shelf EL= 339 lbs Load Case #1 DL DL per shelf= 10 lbs PL per shelf= 0 lbs EL= 0 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 10 1 10 1% 0.0 0.0 2 10 2 20 3% 0.0 0.0 3 10 3 30 4% 0.0 0.0 4 10 4 40 5% 0.0 0.0 5 10 5 50 6% 0.0 0.0 6 10 6 60 8% 0.0 0.0 7 10 7 70 9% 0.0 0.0 8 10 8 80 10% 0.0 0.0 9 10 9 90 12% 0.0 0.0 10 10 10 100 13% 0.0 0.0 11 10 11 110 14% 0.0 0.0 12 10 12 120 15% 0.0 0.0 120 780 100% 0.0 0.0 Fxtop=SumMX1.2lh= 0 lbs Load Case #2 DL+PL DL per shelf= 10 lbs PL per shelf= 130 lbs EL= 0 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 140 1 140 1% 0.0 0,0 2 140 2 280 3% 0.0 0.0 3 140 3 420 4% 0.0 0.0 4 140 4 560 5% 0.0 0.0 5 140 5 700 6% 0.0 0.0 6 140 6 840 8% 0.0 0.0 7 140 7 980 9% 0.0 0.0 8 140 8 1120 10% 0.0 0.0 9 140 9 1260 12% 0.0 0.0 10 140 10 1400 13% 0.0 0.0 11 140 11 1540 14% 0.0 0.0 12 140 12 1680 15% 0.0 0.0 1680 10920 100% 0.0 0.0 Fx top= Sum MX 1.2 /h= 0 lbs Load Criteria A:. Load Case #3 (0.6 - 0.11 Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0,49 DL + 0.35 PL - 0.50 EL DL per shelf= 4.9 lbs PL per shelf= 45.2 lbs EL= 170.6 lbs level wi hi wiXhi % Fi MI(' lbs) 1 50 1 50.2 1% 2.2 2.2 2 50 2 100.4 3% 4,4 8.7 3 50 3 150.5 4% 6.6 19.7 4 50 4 200.7 5% 8.7 35.0 5 50 5 250.9 6% 10.9 54.7 6 50 6 301.1 8% 13.1 78.7 7 50 7 351.2 9% 15.3 107.1 8 50 8 401.4 10% 17.5 139.9 9 50 9 451.6 12% 19.7 177.1 10 50 10 501.8 13% 21.9 218.7 11 50 11 552.0 14% 24.1 264.6 12 50 12 602.1 15% 26.2 314.9 602 3913.9 100% 170.6 1421.3 Fx top = Sum M X 1.2 / h= 341 lbs Load Case #4 (1 + 0.11 Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.11 DL + 0.85 PL + 0.50 EL DL per shelf= 11.1 lbs PL per shelf= 110.8 lbs EL= 170.6 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 122 1 121.8 1% 2.2 2.2 2 122 2 243.6 3% 4.4 8.7 3 122 3 365.5 4% 6.6 19.7 4 122 4 487.3 5% 8.7 35.0 5 122 5 609.1 6% 10.9 54.7 d-01 6 122 6 730.9 8% 13.1 78.7 7 122 7 852.8 9% 15.3 .107.1 8 122 8 974.6 10% 17.5 139.9 9 122 9 1096.4 12% 19.7 177.1 10 122 10 1218.2 13% 21.9 218.7 11 122 11 1340.0 14% 24.1 264.6 12 122 12 1461.9 15% 26.2 314.9 1462 9502.1 100% 170.6 1421.3 Fx top = Sum M X 1.2 / h= 341 lbs Seismic Load Distribution Loading Criteria B: PL (top shelf only) DL= 10 lbs per shelf PL= 130 lbs on top shelf only EL= 73 lbs Load Case #1 DL DL per shelf= 10 lbs PL per shelf= . 0 lbs EL= 0 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 10 1 10 1% 0.0 0.0 2 10 2 20 3% 0.0 0.0 3 10 3 30 4% 0.0 0.0 4 10 4 40 5% 0.0 0.0 5 10 5 50 6% 0.0 0.0 6 10 6 60 8% 0.0 0.0 7 10 7 70 9% 0.0 0.0 8 10 8 80 10% 0.0 0.0 9 10 9 90 12% 0.0 0.0 10 10 10 100 13% 0.0 0.0 11 10 11 110 14% ' 0.0 0.0 12 10 12 120 15% 0.0 0.0 120 780 100% 0.0 0.0 Fxtop = Sum MX 1.2/h= 0 lbs Load Case #2 DL+PL DL per shelf= 10 lbs PL per shelf= 130 lbs EL= 0 lbs level wi hi wiXhi % Fi MI(' Ibs) 1 10 1 10 0% 0.0 0.0 2 10 2 . 20 1% 0.0 0.0 3 10 3 30 1% 0.0 0.0 4 10 4 40 2% 0.0 0.0 5 10 5 50 2% 0.0 0.0 6 10 6 60 3% 0.0 0.0 7 10 7 70 3% 0.0 0.0 8 ' 10 8 80 3% 0.0 0.0 9 10 9 90 4% 0.0 0.0 10 10 10 100 4% 0.0 0.0 11 10 11 110 5% 0.0 0.0 12 140 12 1680 72% 0.0 0.0 250 2340 100% 0.0 0.0 Fxtop=SumMX1.21h= 0 lbs Load Criteria B: Load Case #3 (0.6 - 0.11 Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.49 DL + 0.35 PL - 0.50 EL DL per shelf= 4.9 lbs PL per shelf= 45.2 lbs EL= 36.6 lbs level wi hi wiXhi % Fi MI(' Ibs) 1 5 1 4.9 1% 0.2 0.2 2 5 2 9.9 1% 0.4 0.8 3 5 3 14.8 2% 0.6 1.8 4 5 4 19.7 2% 0.8 3.1 5 5 5 24.7 3% 1.0 4.9 6 5 6 29.6 3% 1.2 7.0 7 5 7 34.5 4% 1.4 9.6 8 5 8 39.5 4% 1.6 12.5 9 5 9 .44.4 5% 1.8 15.8 10 5 10 49.3 5% 2.0 19.5 11 5 11 54.3 6% 2.1 23,6 12 50 12 600.0 65% 23.7 284.7 ' 104 925.5 100% 36.6 383.4 Fx top = Sum M X 1.2 / h= 92 lbs Load Case #4 (1 + 0.11 Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.11 DL + 0.85 PL + 0.50 EL DL per shelf= 11.1 lbs PL per shelf= 110.8 lbs EL= 36.6 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 11 1 11.1 1% 0.2 0.2 2 11 2 22.1 1% 0.4 0.7 3 11 3 33.2 2% 0.6 1.7 4 11 4 44.3 2% 0.7 3.0 5 11 5 55.3 3% 0.9 4.6 6 11 6 66.4 3% 1.1 6.6 7 11 7 77.5 4% 1.3 9.0 8 11 8 88.5 4% 1.5 11.8 9 11 9 99.6 5% 1.7 14.9 10 11 10 110.7 5% 1.8 18.5 11 11 11 121.7 6% 2.0 22.3 12 122 12 1464.0 67% 24.4 293.0 244 2194.5 100% 36.6 386.3 Fx top = Sum M X 1.2 / h= 93 lbs Fx max= 341 lbs per shelving unit/ 2 columns= , 171 lbs per column PERMIT COORD COPY.0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0253 DATE: 09/25/17 PROJECT NAME: UNIGLO USA INC SITE ADDRESS 718 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AWc £-P-t--/ Building Division °A�Public Works mu tO- 7 L-AvV' Aye 9-6)0/_17 Fire Prevention 11.1Planning Division Structural ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 09/26/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 10/24/17 REVIEWER'S INITIALS: DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PLANIT CONSTRUCTION USA I Washington State Department of Labor & Industries 0 Home Espanol Contact Search L&I Page 1 of 2 Index Help My L&1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing PLANIT CONSTRUCTION USA INC Owner or tradesperson STABILE, CLAUDIO TOMMASO Principals STABILE, CLAUDIO TOMMASO, PRESIDENT WA UBI No. 603 608 512 Parent company PLANIT CONSTRUCTION USA INC 4949 COTE VERTU SAINT-LAURENT, H4S 1E1 514-339-1112 OUT OF COUNTRY County Business type Corporation 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. PLANICU842LZ Effective — expiration 06/09/2016— 06/09/2018 Bond ................ • Great American Ins Co Bond account no. 5086386 $12,000.00 Received by L&I Effective date 06/08/2016 06/01/2016 Expiration date Until Canceled Insurance Evanston Ins Co Policy no. 3AA139046 $1,000,000.00 Received by L&I Effective date 11/06/2017 07/14/2017 Expiration date 07/14/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts ................._. No L&I tax debts are recorded for this contractor license during the previous 6 year period, ut some debts may be recorded by other agencies. License Violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603608512&LIC=PLANICU842LZ&SAW= 11/14/2017 PLANIT CONSTRUCTION USA INC No license violations during the previous 6 ;Cgeriod. Workers' comp No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603608512&LIC=PLANICU842LZ&SAW= 11/14/2017 DWG. NODRAWING NAME WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #718, STORE #0087 S TE PLA\ OWNER UNIQLO USA, INC. 546-548 BROADWAY, 3RD FLOOR NEW YORK, NY. 10012 ATTN: TONY HU STORE DEVELOPMENT TEL: (347)556-4212 ARCHITECT/ENGINEER FREDERIC J. GOGLIA 1950 CRAIG RD. SUITE 300 ST. LOUIS, MO 63146 ATTN: LANIE JOHNSON TEL: (314) 415.2400 FAX: (314) 415.2300 LANDLORD WESTFIELD 835 MARKET STREET, SUITE 517 SAN FRANCISCO, CA 94103 ATTN: MATT KOENIGS TITLE: SR PROJECT MANAGER TEL: 310-210-9965 EMAIL: mkoenigs@westfield.com • OCT 0 4 2017 of Tukwil T100 TITLE SHEET T1 01 RESPONSIBILITY SCHEDULE & SPECIFICATION TABLE GN100 GENERAL NOTES GN200 ACCESSIBILITY NOTES & DETAILS D100 DEMOUTION PLAN A000 A010 A100 A110 A111 A200 A201 A202 A210 A220 A300 A310 A311 A320 A330 A400 A410 A411 A420 A421 A500 A501 A520 A530 A540 A800 A810 A820 A830 A840 EGRESS FLOOR PLAN SCHEDULES OVERALL FIXTURE PLAN & LEGEND ENLARGED FIXTURE PLAN FRONT ENLARGED FIXTURE PLAN BACK ENLARGED STOREFRONT PLAN & ELEVATION EXTERIOR STOREFRONT ELEVATION & DETAILS EXTERIOR STOREFRONT ELEVATION CONT. STOREFRONT SECTIONS STOREFRONT DETAILS OVERALL FLOOR PLAN ENLARGED FLOOR PLAN FRONT ENLARGED FLOOR PLAN BACK PARTITION TYPES AND DETAILS FLOORING AND BASE DETAILS OVERALL REFLECTED CEILING PLAN ENLARGED REFLECTED CEILING PLAN FRONT ENLARGED REFLECTED CEILING PLAN BACK ENLARGED LIGHT LOCATION PLAN FRONT ENLARGED LIGHT LOCATION PLAN BACK SALES AREA ISOMETRICS & DETAILS SALES AREA DETAILS CASHWRAP BACKWRAP PLAN, ELEVATIONS & DETAILS FITTING ROOM PLAN, ELEVATIONS & DETAILS FITTING ROOM DETAILS MANAGER'S OFFICE PLAN, ELEVATIONS & DETAILS ALTERATION PLAN, ELEVATIONS & DETAILS BREAK ROOM PLAN, ELEVATIONS & DETAILS STOCK AREA PLAN, ELEVATIONS & DETAILS TOILET ROOM PLANS, ELEVATIONS & DETAILS Rock atip Repo e D' OJ ECT CODES: BUILDING PLUMBING: MECHANICAL - ARE: ELECTRICAL: ENERGY: DI�ECTOY 2015 IBC W/STATE AMENDMENTS 2015 UPC W/STATE AMENDMENTS 2015 IMC W/STATE AMENDMENTS 2015 IFC W/STATE AMENDMENTS 2014 NATIONAL ELECTRICAL CODE 2015 WASHINGTON ENERGY CODE CONSTRUCTION TYPE: 118 USE GROUP CLASSIFICATION: MERCANTILE S-1 MODERATE HAZARD STORAGE NON—SEPARATED MIXED USE GROUPS OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE TENANT MERCANTILE OCCUPANCY LOADS: FIRE SUPPRESSION SYSTEM: REFER TO A000 FOR OCCUPANCY LOAD CALCULATIONS YES X NCX TOTAL 297 OCCUPANTS SQUARE FOOTAGE: REFER TO A000 FOR AREA CALCULATIONS TOTAL 10,008 SQ. FT. M100 MECHANICAL PLAN & NOTES M200 MECHANICAL DETAILS & LOAD CALCULATIONS M201 MECHANICAL SCHEDULES & SPRINKLER NOTES M300 MECHANICAL SPECIFICATIONS & CALCULATIONS DISTANCE TO PUBLIC TOILETS: FOR ADDITIONAL INFORMA11ON REFER TO SHEET A000. APPROX. 1,040 P100 PLUMBING PLAN & SPECIFICATIONS P200 PLUMBING DETAILS Nor 5tro Trip Foot itYtke erlit '5 REVIEW IV urics SEPARATE PERMIT REQUIRED FOR: ty' 'chanical Electrical iambi .F p�p'ee a�f �tl t�Ed A!Bear rIs:I• o'p -JCPenney °:TI eCeII Place syr John' : FILE COPY it Moa REVISIONS Plan review Approval of constru the violation of any adopt of approved Field Copy and is subject to errors and omissions. documents does not authorize e or ordnance. Receipt is acknowledged: anoes shall be made to the scope of work without prior approval of Building Division_ NOTE: PiCIFiSteriS VAR require a new plan submittal and may it .ude additional plan review fees. Date: City of Tukwila BUILDING DIVISION AFF BOH CG CLG CONC. DWG. EMB EMT EQ EX'G/EXIST. FE FRP GA GC GYP. 8D. MTL NC NIC NTS OC PAF PLYWD. PM REQ'D. SMS STL TYP VIF WC ABOVE FINISH FLOOR BACK OF HOUSE CORNER GUARD CEILING CENTERLINE CONCRETE DRAWING EMBEDMENT ELECTRICAL METALLIC TUBING EQUAL EXISTING FIRE EXTINGUISHER FIBERGLASS REINFORCED PANELS FIRE RATED GAUGE GENERAL CONTRACTOR GYPSUM BOARD METAL NO CHANGE NOT IN CONTRACT NOT TO SCALE ON CENTER POWDER ACTIVATED FASTENER PLYWOOD PROJECT MANAGER REQUIRED SHEET METAL SCREW STEEL THICK TYPICAL VERIFY IN FIELD WATER CLOSET FIXTURE PLAN ABBREVIATIONS: AL ALTERATION ROOM BR BW CW FR MO MT SF ST WP GRANULAR FILL POURED CONCRETE CONCRETE BLOCK FACE BRICK ROUGH WOOD FINISHED WOOD PLYWOOD RIGID INSULATION BATT INSULATION GYPSUM BOARD METAL CERAMIC TILE ASPHAULT PAVING BREAK ROOM BACKWRAP CASHWRAP FITTING ROOM MANAGER'S OFFICE MONITOR SALES FLOOR STOCK ROOM WALL PANEL — LEASE LINE El 00 ELECTRICAL POWER PLAN FRONT E101 ELECTRICAL POWER PLAN BACK E200 SECURITY DATA AUDIO VIDEO SYSTEMS PLAN E201 SECURITY DATA AUDIO VIDEO SYSTEMS PLAN E210 SECURITY LOSS PREVENTION DETAILS E300 ELECTRICAL LIGHTING PLAN FRONT E301 ELECTRICAL LIGHTING PLAN BACK E400 ELECTRICAL SCHEDULES E401 ELECTRICAL EMS DETAILS E500 ELECTRICAL SPECIFICATIONS FRONT BACK S100 GSN AND TYPICAL DETAILS S200 OVERALL FLOOR PLAN S201 PARTIAL FLOOR AND FRAMING PLANS S202 OVERALL ROOF .FRAMING PLAN S300 FRAMING SECTIONS AND DETAILS S400 FIXTURE DETAILS — EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITIONS TO CEILING CITY OF TUKWILA //////// ,NEW ST PSARTIAL SHORT OFGHT CEILIING PARTITIONS PARTITION OR MATERIAL TO BE REMOVED SPACE LOCATIO\ PLAN 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. NOT USED DATE DESCRIPTION 09/13/17 _LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL DESCRIPTION ABBREVIATIONS/SYN 30LS FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL 09/13/17 ISSUE DATE ISSUE 01111 11111 1111 11111 11111 Ci lii 11111 01111 01111 DENIM C liii 11111 01111 131111111111 01111 1111 01111 Er 1111 C;; 1111 01111 01111 11111 D01111 1111 01111 1111 x1111 01111 cl-Ill 01111 f iiil C 1111 C 1111 C liii Er; 1111 Dr;:; 1111 01111 11111 01111 01111 D;;;rn; liii Er; 1111 III.. 01111 01111 111.1 x1111 01111 01111 01111 DEM 01111 CI111•111 Dull 01111 01111 11111 DIIII 01111 01111 CHIME DIlli Dliii Ill.. iii.. II... 11111 11111 ■111■ /11111111111•11111111111 1111 11111 III.. '„U PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY; LW CHECKED BY: LW PROTO VERSION 04.13.2015 DRAWING INDEX STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 09/13/17 TITLE SHEET RESPONSIBILITY SCHEDULE PRE -CONSTRUCTION WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Furnished Installed Furnished Installed Furnished installed Permits and Fees (City / Mall) • • • Tenant Sub -Meter (LL Elec Room) Barricade • • Energy (EMS) meter furnished by OFI vendor Elec. Panels, Breakers, Switches, Transformers Barricade Graphics • • e • • Lighting. Control System (Inc. Lighting Panel) Trash Removal / Dumpsters • • Wiring, Conduit, Receptacle, switches, etc. GENERAL CONSTRUCTION WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished Installed Furnished Installed Demolition e • Trenching / Coring Existing Slab • • • • Demising Walls - Studs • • e • EMS Low Voltage Wiring Demising Walls - Gypsum Board • • • • See Sheet E401 EMS Devices & Equipment Fireproofing • • • • Inc. any patching of existing fireproofing Interior Walls - Studs • e o Interior Walls - Gypsum Board (Inc. FRP, Cap) e • • • Ceiling - Framing • • • • Hard Ceiling - Gypsum Board • • • Soft Ceiling - ACT Ceiling &Grid • • • • GC to replace any ceiling tiles at the end of the job that have been scuffed or damaged by ANY trade. Carpentry - Rough / Finish e • • • Blocking And Furring • • • Access Panels • • • • Mirrors • • • • WL Ref Existing Landlord General Contractor Stainless Steel Panels (Inc. Platform, Base) N/A Remarks Furnished installed Furnished Installed Furnished Installed • Exc. electric strikes and emergency pushbar Doors, Frames & Hardware • • a GC to provide power, low voltage. GC to install housing Rotating Mannequin Systems Painting • • • GC to provide power Flying Mannequin Systems Floor Preparation e • • GC to provide power LED Illuminated Platforms Includes any ramping or floating required. Base • • • GC to provide power Enclosed Stand-alone Show Window (Fishtank) Inc. white caulk along top Wood Flooring • • Vinyl Wood Planks • • POST CONSTRUCTION GC to F/I all adhesive Kids Vinyl Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished • GC to F/I all adhesive and transition/schluter strip White Porcelain Tile Final Clean Up • • GC to F/I all adhesive and transition/schluter strip BOH Flooring (Inc. Vinyl Tiles, Vinyl Base, Vinyl Sheet, Transition/Schluter Strip) Punch List Walkthrough • • • • GC to F/I adhesive, waterproofing, sealed concrete Carpet/Walk Off Mat Post Construction Dumpsters • • • • Floor Protection TCO/CO & Inspections • • • Interior Signage Certified MEP As -Built Submittals • • • Exc. bathroom signs, back door Uniqlo stencil, poster Fire Extinguishers Warranties/Operation Manuals • • • e • Inc. cabinet. GC to F/I fire department required signage FIXTURE/FURNISHINGS WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished installed Furnished installed Perimeter Wall Standards / Wall Panel System o • GC to install the shelving at each unit Cashwrap / Backwrap • • Free Standing Floor Fixtures • • Fitting Room Fixtures • • Inc. hardware, bench, return table Toilet Room Accessories • • BOH Storage System • • BOH Wall Hung Shelves, Break Room Cabinetry • • BOH Miscellaneous Furniture e • Inc. chairs, mrg. desk, PD desk, sewing machines, break room table, lockers, spool holder, boards STOREFRONT WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished installed Furnished Installed Signage • • GC to provide power and support backing Neutral Piers & Landlord Bulkhead • • o GC to bring back to like new condition Storefront System (White Composite Panels) • • inc. all required caulking Storefront Glass & Channel • Storefront Sliding Gate • • Gc to provide blocking Storefront Doors/Hardware • • MECHANICAL WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished installed Furnished Installed HVAC Units • • HVAC Distribution (Inc. Ductwork, Insulation) • • Smoke Evacuation System • Diffusers & Grilles • • Temperature Control Wiring • • HVAC Energy Devices & Thermostats • • GC to provide temporary thermostat for unit start-up. Refer to Key Notes 4, 5, 6 Sheet M100, Coordination notes on M100 HVAC Related Roof Work • • GC to ensure a water tight enclosure, Refer to details 5 & 12, Sheet M200 Air Balance Report • • Exhaust Fan (Inc. Restroom, Monitors) • • Inc. associated ductwork Fire Detection (Smoke/Heat) • • Fire Sprinkler System (Inc. Any Modifications) • • Inc. all valves, piping, heads, caps Fireproofing • • Inc. any patching of existing fireproofing Plumbing Rough -In • • Inc. all valves, piping, fixtures, insulation, caulking Plumbing Fixtures • • Refer to P100 Gas System Rough -In • ELECTRICAL WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished installed Furnished Installed Electrical Service • Tenant Sub -Meter (LL Elec Room) • Energy (EMS) meter furnished by OFI vendor Elec. Panels, Breakers, Switches, Transformers • • e Lighting. Control System (Inc. Lighting Panel) • • Wiring, Conduit, Receptacle, switches, etc. • • Power Wiring for Cash Wrap, HVAC, Signage, EAS, Monitors o e Light Fixtures (Inc. EM, Exit, Tracks, Lamps) • • OFI vendor to aim. GC to provide HVAC Service Light Fire Alarm System • • EMS Low Voltage Wiring • • See Sheet E401 EMS Devices & Equipment • • See Sheet E401 EAS Low Voltage Wiring • • See Sheet E200 EAS Devices & Equipment e • GC to perform required trenching and mounting blocking, See Sheet E200 Security Low Voltage Wiring • • Security inc. Intrusion, Surveillance, Access Control; See Sheet E210 Security Devices/Equipment & Panels • Security inc. Intrusion, Surveillance, Access Control: See Sheet E210 Audio Low Voltage Wiring & Speaker Housing • • Audio Speaker, Rack Equipment & Microphone e • Video Monitor Low Voltage Wiring • • Video Monitors, STB & Brackets • • Inc. terminations IT Low Voltage Equipment & Wiring for POS, Server, Phone, Hawkeye, Time Clock • • Inc. racks Specialties WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished installed Furnished Installed Furnished Installed LED Ticker System a GC to provide power, low voltage. GC to install housing Rotating Mannequin Systems • GC to provide power Flying Mannequin Systems • GC to provide power LED Illuminated Platforms • GC to provide power Enclosed Stand-alone Show Window (Fishtank) • Vertical Transportation • POST CONSTRUCTION WL Ref Existing Landlord General Contractor OFI Vendor N/A Remarks Furnished Installed Furnished Installed Furnished Installed Final Clean Up • • Punch List Walkthrough • • GC PM must be present for walkthrough Post Construction Dumpsters • • TCO/CO & Inspections • • Certified MEP As -Built Submittals • • Warranties/Operation Manuals o • e • oas REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER RESPONSIBILITY OF WORK 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION REGISTRATION SEAL 09 13 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL ZEV DATE DESCRIPTION FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: 9.13.17 LU CHECKED BY: LU PROTO VERSION 04.13.2015 09/13/17 STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA T101 RESPONDSIBILITY SCHEDULE + SPECIFICATION TABLE 1. G.G. TO FOLLOW UNIQLO GENERAL CONSTRUCTION TIMELINE. ALL ADDITIONAL LABOR REQUIRED TO MAINTAIN SCHEDULE IS AT G.G.'S EXPENSE. 2. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE TENANT. THE TERMS "GENERAL CONTRACTOR", "CONTRACTOR", OR "SUBCONTRACTOR" REFER TO THOSE ENGAGED BY THE TENANT TO PERFORM THE WORK FOR THE TENANT. THE TENANT IS NOT RELIEVED FROM THE RESPONSIBILITY FOR THE PERFORMANCE OF SUCH CONTRACTORS. 3. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND ALL APPLICABLE STATE CODES, FEDERAL REGULATIONS, NFPA 101, THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ALL APPLICABLE LOCAL LAWS AND REGULATIONS. 4. ALL EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE APPROVAL FOR USE IN THE MUNICIPALITY HAVING JURISDICTION. 5. PROVIDE EXIT SIGNS AS REQUIRED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 6. AFFIDAVITS FOR CONTROLLED AND SEMI -CONTROLLED INSPECTIONS SHALL BE FILED IN ACCORDANCE WITH LOCAL LAWS AND CODES AS REQUIRED FOR THIS PROJECT. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT TO THE ARCHITECT ANY CONDITION OR DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK. 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. q. REFERENCING OF DRAWINGS I5 FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWING. 10. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. THE CONSTRUCTION MANAGER SHALL COORDINATE WORK BY EACH TRADE. 11. UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES ARE HEIGHTS ABOVE FINISHED FLOOR. 12. EXCEPT WHERE OTHERWISE INDICATED ALL INTERIOR DIMENSIONS ARE TO THE FINISHED SURFACE. 13. EXCEPT WHERE OTHERWISE INDICATED, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THEIR "NOMINAL" SIZES. 14. THE DISTANCE FROM DOOR JAMBS TO ADJACENT PARTITIONS (AT HINGE SIDE) SHALL NOT BE LESS THAN 4" UNLESS OTHERWISE NOTED OR APPROVED. THE DISTANCE FROM DOOR JAMB TO ADJACENT PARTITION (AT LATCH SIDE) SHALL BE PER PLAN AND IN COMPLIANCE WITH ACCESSIBILITY REGULATIONS. 15. CONTRACTOR SHALL PROVIDE IN HIS BID DAILY CLEAN UP OF ALL WORK. 16. ALL OPENINGS AT GYPSUM WALLBOARD PARTITIONS FOR DUCTS, ELECTRIC PANEL BOARD, ETC. ARE TO BE STEEL STUD FRAMED OPENINGS. 1 7. ALL ITEMS RECESSED INTO RATED PARTITIONS (SUCH AS OUTLET BOXES, PANEL BOXES, ETC.) SHALL HAVE THOSE OPENINGS PROTECTED WITH BACK-UP MATERIALS SO AS TO RETAIN THE INTEGRITY OF THE RATING AND BE IN STRICT CONFORMITY WITH THE UNIFORM APPLICABLE CODE OF PARTITION RATING THROUGHOUT. 18. ALL EXPOSED DUCTWORK AND ALL EXPOSED MECHANICAL EQUIPMENT (EXTERIOR AND INTERIOR) SHALL BE PAINTED UNLESS CALLED FOR ON PLANS. ALL EXPOSED PIPES TO REMAIN EXPOSED SHALL BE PAINTED UNLESS GALLED FOR ON PLANS. 1 q. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE GENERAL CONTRACTOR, THEIR AGENTS, SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN THESE NOTES IS TO BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND / OR SUPPLIERS ONLY, WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. 20. FOR CLARIFICATION PURPOSES, TENANT, CLIENT AND OWNER ARE THE SAME PARTY. 21. THE TERM TENANT REFERS TO UNIQLO AND/ OR THE UNIQLO CONSTRUCTION REPRESENTATIVE/ PROJECT MANAGER. THE LANDLORD I5 THE PARTY LEASING THE SPACE TO THE TENANT, AND THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. 22. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO BIDDING AND TO FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT AND WORK LETTER BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANT'S PROJECT MANAGER PRIOR TO THE START OF ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THIS GENERAL CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL. WORK. CHECK "RESPONSIBILITY SCHEDULE"ON DWG T 100 FOR ALLOCATION OF SPECIFIC WORK. ALL WORK I5 BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT, LANDLORD, OR CODE AUTHORITY SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD $ CODE AUTHORITY. 23. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, CLEAR HEIGHTS WITHIN THE PREMISES; AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE, TENANT i PROJECT ARCHITECT OF ANY AND ALL DISCREPANCIES AND LIST ANY PRE -WORK NOT YET COMPLETED BEFORE STARTING THEIR WORK. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL "HOLD" DIMENSIONS TENANT'S FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 24. IF THE GENERAL CONTRACTOR I5 REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION. ADDITIONALLY, THIS BARRICADE MUST SE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS; IF THIS IS THE CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. 25. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS A5 REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED TO THE TENANT OR TENANT'S ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COSTS FOR JOB CONDITION SITUATIONS, UNLESS SPECIFICALLY NOTED IN THE LEASE. 26. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CURRENTLY APPLICABLE CODES SUB -CODES AND BUILDING DEPARTMENTS HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR ANY AND ALL SPECIFIC REQUIREMENTS FOR THIS USE. 21. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION I5 NOTED ON THE TITLE SHEET, T 100. 28. DEMOLITION WORK (IF ANY) IS DEFINED IN THE RESPONSIBILITY SCHEDULE ON T100 AND DEMOLITION DRAWINGS. 2 q. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL OSHA REQUIREMENTS, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. 30. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WITH THE WORK. THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. 3 1. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COSTS FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). THE TENANT SHALL NOTIFY THE GC IN WRITING IF THE TENANT WILL BE OBTAINING AND PAYING FOR THE PERMITS IN WHICH CASE IT SHALL BE OMITTED FROM THE CONTRACTORS PRICE. 32. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 33. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE) SHALL REMOVE AND/ OR REPLACE ANY AND ALL EXISTING EXPOSED P.V.G. PIPING FOUND WITH LOCAL CODE ALLOWABLE PIPING MATERIALS THROUGHOUT LEASED PREMISES. 34. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR BY THIS CONTRACT, THEY WILL EMPLOY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT, AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. 35. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS", IF APPLICABLE. THE GENERAL CONTRACTOR IS RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE TENANT COORDINATOR FOR A COPY OF THESE "RULES AND REGULATIONS" AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE TENANT. 36. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANT'S WORK AT THE PREMISES, ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 37. ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT AND TENANT'S ARCHITECT ARE TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT PRIOR TO THE START OF THE WORK. GENERAL CONTRACTOR MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK I5 TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS I5 UNCOVERED, NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD I5 RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL. ALL ABATEMENT OF HAZARDOUS MATERIALS SHALL BE CARRIED OUT BY A CONTRACTOR SPECIALIZING IN AND LICENSED TO REMOVE ANY SUCH MATERIALS. COPIES OF CURRENT LICENSES, CERTIFICATIONS AND CERTIFICATES OF INSURANCE, AND PERMITS, SHALL BE FURNISHED TO THE TENANT PRIOR TO BEGINNING ANY REMOVAL/ ABATEMENT ACTIVITIES. 38. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH MALL GENERAL MANAGER AND TENANT'S PROJECT MANAGEMENT REPRESENTATIVE FOR A PRE -CONSTRUCTION MEETING, AT WHICH TIME, GENERAL CONTRACTOR WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. IF REQUIRED BY LANDLORD THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 3 9. IF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT, TENANT, TENANT'S REPRESENTATIVE OR TENANT'S ARCHITECT DO NOT MAKE ANY SITE VISITS, THE GENERAL CONTRACTOR I5 NOT RELIEVED OF THEIR RESPONSIBILITY OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK. 40. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS ARE PERMITTED. THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND / OR IT'S SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. 41. THE TENANT'S ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK, IF THE INTENT I5 TO ADHERE TO A PREVIOUSLY AGREED UPON DESIGN WITHOUT ANY COST TO TENANT, IT'S AGENTS OR TENANT'S ARCHITECT. 42. NO CHANGE ORDERS OR EXTRAS FOR COSTS SHALL BE AUTHORIZED UNLESS APPROVED IN WRITING BY UNIQLO AND WITH CHANGE ORDER NUMBERS) ISSUED. ANY ISSUANCE OF CREDITS SHALL BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE TENANT'S CONSTRUCTION REPRESENTATIVE. 43. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS, FOR REVIEW BY ANY INTERESTED PARTY. 44. THE GENERAL CONTRACTOR I5 TO ARRANGE WITH THE LANDLORD WHERE THE CONTRACTOR'S BUILDING EQUIPMENT AND MATERIALS SHALL BE LOCATED TO COORDINATE TRUCK TRAFFIC AND DELIVERIES TO AND FROM THE BUILDING. 45. ANY APPROVAL BY THE TENANT FOR CHANGES IN THE SCOPE OF WORK SHALL ONLY BE VALID IF IN GIVEN IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANT'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. 46. THE GENERAL CONTRACTOR I5 REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S AND ADJACENT TENANT CONSTRUCTION , AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND / OR THE TENANT IF THIS WORK IS DAMAGED. 41. ALL FINISH AND EXPOSED WOOD SHALL BE FIRE RETARDANT COATED OR TREATED AS REQUIRED BY CODE OR THE LOCAL FIRE MARSHAL. ALL FINISHED MILLWORK TO BE COVERED AND PROTECTED IMMEDIATELY AFTER ASSEMBLY. 48. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL UPON COMMENCING THE CONSTRUCTION PHASE, U.L RATED HAND OPERATED FIRE EXTINGUISHERS, IN QUANTITY, CAPACITY AND PLACEMENT PER LOCAL CODE REQUIREMENTS AND WHERE REQUIRED BY TENANT AND LOCAL BUILDING OFFICIAL. 4 q. ALL CEILINGS, WHERE SHOWN ON THE DOCUMENTS , SHALL BE UNDERWRITERS APPROVED AND OF NONCOMBUSTIBLE TYPE. 50. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR MORE OFTEN AS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. CONTRACTOR SHALL RETAIN MANIFEST FOR ALL DEBRIS REMOVALTHE JOB -SITE SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES, AND BROOM SWEPT CLEAN DAILY OR MORE OFTEN WHEN REQUIRED. UNIQLO HOUSEKEEPING STANDARDS TO BE ADHERED TO AT ALL TIMES. 51. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 52. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. 53. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL: a. MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY, AS AVAILABLE WITHIN THE BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS DETERMINED BY LANDLORD b. PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME G. PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF "TURN OVER" TO THE TENANT. 53. IT IS THE GENERAL CONTRACTOR'S REQUIREMENT, THROUGH ITS SUBCONTRACTORS, TO RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS REQUIRED, TO MEET THE NEEDS OF THESE CONTRACT DOCUMENTS. 54. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY LOCATIONS OF UTILITIES, UNDERGROUND OR OVERHEAD, AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS, DISCONNECTION, REMOVALS, ETC. 55. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT SERVICES. TENANT'S G.G. UNLE55 OTHERWISE NOTED SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR TENANT'S NEEDS AS REQUIRED ,INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), AND DOMESTIC WATER LINES (WHEN APPLICABLE). SEE THE CONTRACT DOCUMENTS FOR FURTHER SCOPE OF WORK. 56. THE GENERAL CONTRACTOR AND / OR IT'S ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANT'S CONSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLAGE. 51. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR SHALL INSTALL EMERGENCY AND EXIT LIGHTING FURNISHED BY UNIQLO, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE "RESPONSIBILITY SCHEDULE". THE EXIT / EMERGENCY LIGHTING TOP BOTTOM SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. 63. ALL EQUIPMENT, MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR. 64. ALL DELIVERIES MUST BE CHECKED IN DETAIL WITHIN 48 HOURS OF RECEIPT BY GENERAL CONTRACTOR. PACKING SLIP MUST BE NOTED IF THERE IS ANY DAMAGE TO BOXES. VIEWABLE DAMAGE/SHORTAGE MUST BE NOTED ON TRUCKING WEIGH BILL AND PICTURES TAKEN. ANY DIFFERENCES TO BE REPORTED TO UNI QLO WITHIN THAT 48 HOUR PERIOD OF TIME. 65. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL TENANT'S SPECIFIED EQUIPMENT, FIXTURES AND FURNISHINGS. 66. ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN IS IN "NEW CONDITION", MEETS OR EXCEEDS SUCH CODES, STANDARDS, ETC. INCLUDING BUT NOT LIMITED TO TYPE, SUPPORT, FRAMING METHODS, ETC. AND UPGRADE IF OR A5 REQUIRED TO ENSURE "NEV CONDITION". ALL STOREFRONTS TO BE INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS, EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT/ HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR IS TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION IS REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 61. ALL CONCRETE FLOOR SLABS AND / OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH CONCRETE OR OTHER APPROVED MATERIALS WILL BE COMPLETED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR TO INCLUDE MISCELLANEOUS STEEL FRAMING AND METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION PER DETAIL 4 MALL REQUIREMENTS. 68. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND MUST BE INSTALLED PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORE DRILLED / SAW CUT, IF CONTRACTOR I5 REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE; COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS I5 A STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK. GENERAL CONTRACTOR AND / OR IT'S PLUMBING / ELECTRICAL SUBCONTRACTOR, WITH LANDLORD'S PRIOR WRITTEN APPROVAL, TO CORE DRILL / SAW CUT, (WHICHEVER IS APPLICABLE) CONCRETE SLAB. IF SAW CUTTING OF THE STRUCTURAL SLAB IS PERMITTED BY THE LANDLORD, MAKE REPAIRS IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION PROCEDURES. SLEEVE AND FIRE SEAL/ SAFE ALL PENETRATIONS THROUGH RATED CONSTRUCTION. 69. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF ACCESSIBLE DESIGN PER LOCAL CODES. IF AN EXPANSION JOINT COVER I5 REQUIRED, SUCH COVER I5 TO BE LEVEL AND SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. 70. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. 71. ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES, SIDEWALK BRIDGES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR A5 PART OF THE BASE BID. PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT I5 SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. 12. THERE SHALL BE NO MANIFESTATIONS ON THE PROJECT OF ANY DISPUTE BETWEEN ANY LABOR ORGANIZATION AND ANY TENANT CONTRACTOR OR SUBCONTRACTOR, INCLUDING BUT NOT LIMITED TO, ANY AREA STANDARDS PICKETING AGAINST SAID CONTRACTOR OR SUBCONTRACTOR. SHOULD THERE BE ANY MANIFESTATION OF A LABOR DISPUTE BETWEEN ANY TENANT CONTRACTOR OR SUBCONTRACTOR AND ANY UNION, WHICH RESULTS IN A STOPPAGE OF WORK ON THE PART OF SAID CONTRACTOR OF CONTRACTOR'S EMPLOYEES OF ANY OTHER EMPLOYER OR SUPPLIER ON THE PROJECT, WHICH IN THE SOLE JUDGMENT OF THE LANDLORD WILL CAUSE, OR IS LIKELY TO CAUSE, UNREASONABLE DELAY IN THE PROGRESS OF CONSTRUCTION THEN UPON WRITTEN NOTICE FROM LANDLORD, THE TENANT SHALL HAVE THE OBLIGATION AND RIGHT TO DECLARE THE CONTRACTOR OR SUBCONTRACTOR IN DEFAULT OF THE CONTRACT, AND UPON SUCH NOTICE, THE TENANT SHALL HAVE THE RIGHT TO TAKE SUCH STEPS AS NECESSARY TO FINISH THE UNCOMPLETED PORTION OF THE WORK TO BE PERFORMED BY THE CONTRACTOR OR SUBCONTRACTOR. 58. ALL ELECTRICAL ROUGH -IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR I5 TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND/ OR SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 5 q. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE APPLICABLE ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(5) JUNCTION BOX PERMIT IS TO BE INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. 60. ALL PLUMBING ROUGH -IN TO BE NEW AND PIPING TO THE DEMISED PREMISES SHALL BE EXTENDED TO THE POINT OF CONNECTION BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW PIPE AND FITTINGS EXTENDING BACK TO LANDLORD'S WATER CONNECTION POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 61. GENERAL CONTRACTOR SHALL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURNISH AND INSTALL ALL FIXTURES, UTILIZING SPECIFIED FIXTURE CONTRACTORS, AS NOTED. 62. THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS AND BLOCKING FOR ALL MILLWORK AND FIXTURES, FITTINGS AND EQUIPMENT AS REQUIRED. CONTACT FIXTURE CONTRACTOR FOR SPECIFIC REQUIREMENTS. p l REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER GENERAL NOTES CO 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV DATE DESCRIPTION FREDERICK J. ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 PH. (314) 415-2400 FAX (314) 415-2 GOGLIA ST. LOUIS, MO 63146 300 WWw arcv.com REC4STRATION SEAL 6.11 PROJECT AREA SALES UPPORT TOTAL PROJECT NO: DRAWN BY: CHECKED BY: BREAKDOWN 8,182 SF 760.1 SM 1,826 SF 169.6 SM 10,008 SF 929.7 SM 170237 LU LU vet PROTO VERSION 04.13.2015 09/13/17 GENERA STORE 887 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA NOTES + SPECIFICATIONS GN100 O WALKS AND SIDEWALKS A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FLU IN WIDTH. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SUP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SUP—RESISTANT PER THE INTERNATIONAL BUILDING CODE. THE USE OF HARD FLOOR MATERIALS WITH HIGHLY POLISHED, GLAZED, GLOSSY OR FINELY FINISHED SURFACES SHOULD BE AVOIDED. D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE UMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL WHEN CHANGES IN LEVEL GREATER THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. I. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES VERTICAL TO BE IDENTIFIED BY CURBS 6 INCHES MIN. IN HEIGHT OR GUARD RAILS TO WARN BUND PERSONS OF A POTENTIAL DROP OFF. NO CURB REQUIRED IF GUARD IS PROVIDED. J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL ® TACTILE SIGNAGE A. SIGNS IDENTIFYING PERMANENT ROOMS OR SPACES OR PROVIDING INFORMATION OR DIRECTIONS, TO INCLUDE RAISED CHARACTERS, CONTRACTED GRADE II BRAILLE AND PICTORIAL SYMBOLS, AS REQUIRED BY LOCAL CODE. B. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBIUTY OR PICTOGRAM, WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6" IN HEIGHT. C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. VISUAL CHARACTERS TO HAVE A WIDTH—TO—HEIGHT RATION OF BETWEEN 3:5 AND 1:1 MEASURED BY THE WIDTH OF AN UPPERCASE 0 & THE HEIGHT OF AN UPPER CASE I & A STROKE WIDTH—TO—HEIGHT RATIO OF BETWEEN1:5 & 1&1O MEASURED BY THE WIDTH OF AN UPPERCASE I. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A NON—GLARE FINISH. D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2°. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE LOCATED 3/8 MIN. BELOW BOTTOM EDGE OF CHARACTER. E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40' OFF THE BACKGROUND, WITH DOTS SPACED 1/10" WITH—IN CELLS, AND 2/10" BETWEEN CELLS. F. TACTILE SIGNS SHALL BE MOUNTED 48" MINIMUM, TO THE BASELINE OF THE LOWEST TACTILE LETTER, AND 60" MAXIMUM ABOVE THE FLOOR TO THE BASELINE OF THE HIGHEST TACTILE LETTER. AN 18" X 18" CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, BEYOND THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SIDE OF THE DOOR. WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL PREFERABLY THE RIGHT SIDE. 18" CLEAR SPACE G. MOUNTING LOCATION & HEIGHT. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60"ABOVE THE FINISH FLOOR TO THE CENTER UNE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THE A PERSON MAY APPROACH WITHIN 3" OF SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. RAMPS A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE Is GREATER THAN 1:20 (1:12 MAXIMUM) B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72" SHALL HAVE HANDRAILS ON BOTH SIDES. C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 INCHES CLEAR PLUS THE WIDTH OF THE DOOR. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24—INCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18—INCHES AT INTERIOR RAMPS. G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 72 INCHES DEEP H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 INCHES. E. F. I. INTERMEDIATE LANDINGS ON RAMPS SHALL HAVE A DEPTH OF NOT LESS THAN 5-0". WHERE A 30 DEGREE CHANGE IN RAMP DIRECTION OCCURS, A MINIMUM 72" BY 72" LANDING SHALL BE PROVIDED. J. 60" MIN. T MAX. ;I,q�- N I �* F ---- AMP RAMPS SHALL BE NOT LESS THAN 4'-0" , DOWN WIDE. RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE PEOPLE SHALL BE NOT LESS THAN 5-0" WIDE. 8" INTERIOR LANDING AT RAMP K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. L SURFACES OF RAMPS SHALL BE SUP—RESISTANT. M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAILING OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SUPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30" STAIRS A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS MUST BE 1 1/4 INCHES TO 1 1/2 INCHES IN CROSS SECTIONAL DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. B. EXTERIOR STAIRS: CAST IRON (NON—SKID) STAIR NOSINGS MIN. 2" WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND AT EVERY TREAD. C. INTERIOR STAIRS: MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS SUP—RESISTANT AS STAIR TREADS. CD 1121. MAX. STAIRS MAX:2 ;1 MA7(.2•J HANDRAILS f TW �.12" 60' CD MAX!2" PRI PAq1 E1''11 REN 5ILDRENN� EILS TW = TREAD WIDTH (11" MIN.) NOTE: MINIMUM STAIR WIDTH = 36" NOTE: ALL STAIRS TO HAVE CLOSED RISERS. DOORS A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH— PULL OR PANIC TYPE HARDWARE 34 INCHES TO 44 INCHES ABOVE FLOOR. B. MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS PRESSURE. FIRE DOORS SHALL BE MAXIMUM 15 LBS. C. FLOOR LEVEL AT DOORS THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). -2,, r1� 11 /2 MAX. THRESHOLDS /4" MAX. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREAS SHALL BE AS SHOWN BELOW IN FIGURE 7A. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). PULL SIDE 24" MIN. LATCH APPROACH 4" MIN. PUSH SIDE "OVIDE THIS 1‘ ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. PULFSIDL1 X = 36" MIN. I I IF Y = 60" OR X = 42" MIN. IF X ow= ooQ NUJ NM LUSH SID] 54" MIN. HINGE APPROACH FRONT APPROACH PUSH SIDE MIN. VESTIBULE FIGURE D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WITH DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SUDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. ®FIGURE F. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD 'EXIT." G. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE—LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1 "EXIT STAIRS DOWN" 2) "EXIT RAMP UP" 3) "EXIT STAIR UP" 4) "EXIT RAMP UP", AS REQUIRED BY LOCAL CODE. H. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE—LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." I. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BY IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." J. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS "TO EXIT." © PROTRUDING OBJECTS KNEE AND TOE CLEARANCE A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" AND 80° ABOVE FLOOR MAY PROJECT 4" MAXIMUM. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. HEAD ROOM: 84" MINIMUM. 70 ELECTRICAL 18"-19" — 54" 10" MI BOTTOM RAIL OR PROVIDE KICK PLATE AT PUSH SIDE SPACE IS NECESSARY TO ALLOW BACKING AND TURNING SPACE FOR A WHEELCHAIR TO CLEAR THE IN— SWINGING DOOR. in EXIT ti.f+ Al EXIT ROUTE • 400 PO% X \ Q LOic V) Copyright 2010 Ashdown Architecture, Inc DEPTH A. ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE MINIMUM 15" ABOVE THE FLOOR (MEASURED FROM THE BOTTOM OF THE OUTLET BOX) AND MAXIMUM 48" ABOVE THE FLOOR (MEASURED FROM THE TOP OF THE OUTLET BOX). B. SWITCHES AND CONTROLS FOR LIGHTS, APPUANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MINIMUM 15" ABOVE THE FLOOR (MEASURED FROM THE BOTTOM OF THE OUTLET BOX) AND MAXIMUM 48" ABOVE THE FLOOR (MEASURED FROM THE TOP OF THE OUTLET BOX). C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES MAX ABOVE THE FLOOR, GROUND OR SIDEWALK. ® PUBLIC TELEPHONES A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO USE WHEELCHAIRS. B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 48 INCHES ABOVE FINISH FLOOR. O DRINKING FOUNTAINS A. PROVIDE HI—LOW DRINKING FOUNTAIN, 17 INCHES TO 19 INCHES IN DEPTH WITH CLEAR KNEE SPACE BETWEEN BOTTOM OF APRON AND FLOOR NOT LESS THAN 27 INCHES HIGH, 30 INCHES WIDE AND PROJECTING 8 INCHES UNDER FRONT EDGE OF FOUNTAIN. B. SPOUT OUTLET FOR LOWER FOUNTAIN TO BE 36 INCHES MAXIMUM ABOVE FLOOR. SPOUT OUTLET FOR UPPER FOUNTAIN TO BE BETWEEN 38 INCHES AND 43 INCHES ABOVE FLOOR. C. BUBBLER TO BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN. D. BUBBLER TO PROVIDE A FLOW OF WATER 4 INCHES HIGH AND BE LOCATED 5 INCHES MAXIMUM FROM FRONT OF UNIT. 6" F/ CONTROIMAX. 24" TO 7 I CLEAR FLOOR SPACE DRINKING FOUNTAINS 18" TO 19" 10 SANITARY FACILITIES A. GEOMETRICAL SYMBOLS 1. DOORWAYS LEADING TO SANITARY FACIUTIES TO BE IDENTIFIED WITH GEOMETRIC SYMBOL CENTERED ON DOOR 60" ABOVE FINISH FLOOR. SIGNS TO BE INCH THICK WITH EDGES ROUNDED WITH A MINIMUM RADIUS OF II INCH. GEOMETRIC SYMBOLS TO CONTRAST TO DOOR FINISH. 2. MEN'S SANITARY FACIUTIES TO BE IDENTIFIED WITH AN EQUILATERAL TRIANGLE WITH EDGES 12 INCHES LONG. WOMEN'S SANITARY FACIUTIES TO BE IDENTIFIED WITH A CIRCLE 12 INCHES IN DIAMETER. 3. UNISEX SANITARY FACILITIES TO BE IDENTIFIED WITH A 12 INCH DIAMETER CIRCLE WITH A SUPERIMPOSED 12 4, INCH TRIANGLE. TRIANGLE TO CONTRAST WITH CIRCLE AND CIRCLE TO CONTRAST WITH DOOR. MEN'S RESTROOM WOMEN'S RESTROOM UNISEX B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U—SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP—OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 5 LB/F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 INCHES MAX A.F.F. AND PROJECT A MINIMUM OF 13 1/2 INCHES FROM FACE OF WALL LAVATORY: TO BE MOUNTED WITH RIM NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 27 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR CLEAR FLOOR SPACE 30 INCHES WIDE X 48 INCHES DEEP, TO 9 INCHES ABOVE THE FLOOR EXTENDING 19 INCHES MAX. UNDER FRONT OF LAVATORY. INSULATE SUPPLY AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F. E. F. ACCESSORIES: WHERE TOWEL SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. MOUNT MIRRORS WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER A LAVATORY OR COUNTER. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERS SHALL BE MOUNTED NO MORE THAN 20" FROM THE FLOOR. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITH THE CENTER OF THE DISPENSER 7" TO 9" MAX. FROM THE FRONT EDGE OF THE TOILET SEAT. G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICANS WITH DISABIUTIES ACT. H. SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMMODATION RESTROOMS. 0 0 MP MN RESTROOM ACCESSORIES DOOR 32" 18" 30° L .m. " MIN. DI' Mk wod- 111 30" X 48" MIN. CLEAR FLOOR SPACE SHOWN DASHED 36"BARMIN. 42"BAR MIN. 5'-0" ;LIMN 8" II/ III \ 60" MIN. DIA. I M 12" // U CD .2" URINAL STALL 4" MIN. 18" MIN. ip ONIVDOORLOCK 32" MIN. CLR. 60 MIN. 36" BAR MIN. 3" MAX. 34" MIN. CLEAR RESTROOM PLAN MULTIPLE ACCOMMODATION TOILET STALL MULTIPLE ACCOMMODATION 18" MIN. VERTICAL GRAB BAR 36" MIN. HORIZONTAL G BAR 42" MIN. HORIZONTAL GRAB BAR ROLL PAPER HOLDER WITHOUT STOPS NOTE: THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF RESTROOMS. 0.1.sa REVIEWED FOR f CODE COMPLIANCE APPROVED OCT 0 4 2D11 City of Tukwila BUILDING DIVIa10N RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER ACCESSIBILITY NOTES AND DETAILS NOT TO SCALE 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV; DATE I DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH (314) 415-2400 FAX (314) 415-2300 www.arcv.com REUSTRAT1ON SEAL REDERICK J. G• LIA STATE OF WASHI'1GTON PROJECT AREA BREAKDOWN SALES 8,182 SF SUPPORT 1,826 SF TOTAL PROJECT NO: DRAWN BY: CHECKED BY: PROTO VERSION 04.13.2015 760.1 SM 169.6 SM 10,008 SF 929.7 SM 170237 LU LU 09/13/17 STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ACCESSIBILITY NOTES + DETAILS GN200 1. WHERE DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 3. G.C. MUST REVIEW THE LEASE UNE AND STOREFRONT LAYOUT ON-SITE WITH MALL MANAGEMENT AND CONFIRM DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION START. 4. G.C. TO VERIFY, PRIOR TO BIDDING, COMPLETE SCOPE OF DEMOLITION. ALL REQUIRED DEMOLITION TO BE INCLUDED IN THE BASE BID. DEMOU11ON PLAN IS ONLY AN ESTIMATE OF SCOPE OF WORK. DEMOUTION SHALL INCORPORATE THOSE SUBORDINATE ITEMS NOT SHOWN SPECIFICALLY ON THIS PLAN, BUT REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT. 5. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED. G.C. WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 6. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE HAZARD. REMOVE FROM SITE ON A REGULAR BASIS; DAILY IF REQUIRED. 7. DO NOT BLOCK REQUIRED MALL EXIT CORRIDORS. ERECT BARRICADES & PROVIDE TEMPORARY LIGHTING, IF REQUIRED TO MAINTAIN EGRESS PATH OF TRAVEL 8. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 9. G.C. TO MAINTAIN THE INTEGRITY OF ALL FIRE -RATED CONSTRUCTION. 10. G.C. TO REMOVE (BACK TO THEIR SOURCE) ALL. ELECTRICAL AND MECHANICAL ONES THAT ARE NOT SPECIFICALLY INTENDED TO REMAIN. REFER TO ELECTRICAL AND MECHANICAL SHEETS FOR INFORMATION ON EXISTING ELECTRICAL AND MECHANICAL EQUIPMENT TO REMAIN FOR RE -USE. ALL UNUSED ELECTRICAL WIRING AND CONDUIT SHALL BE REMOVED BACK TO MAIN SWITCH GEAR, ALL UNUSED PLUMBING ONES SHALL BE CAPPED IN THE WALL OR BELOW FLOOR. G.C. TO COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE. 11. G.C. IS RESPONSIBLE FOR COORDINATING ALL SPRINKLER ELEVATIONS IN LEASE SPACE. G.C. TO ACHIEVE HIGHEST ELEVATION POSSIBLE. VERIFY EXISTING HEIGHT IN FIELD. SEE MECHANICAL AND PLUMBING SHEETS FOR MORE INFORMATION. 12. THE INTENT IS FOR THE ENTIRE DEMISED SPACE TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, AND SIGNAGE, UNLESS OTHERWISE NOTED ON THE DEMOU11ON PLAN OR THE ENGINEERING PLANS. 13. THE CONTRACTOR SHALL VERIFY EXISTING/FIELD CONDI11ONS AND INSPECT SITE CONDI11ONS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COSTS WILL BE ACCEPTED FOR CONDITIONS THAT HAVE NOT BEEN FIELD VERIFIED PRIOR TO BIDDING. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO MALL PROPERTY DUE TO THE TENANTS WORK, REPAIR DAMAGE DONE TO BULKHEAD OR NEUTRAL PIERS. 15. G.C. SHALL REVIEW MALL STRUCTURAL & UTIUTY PLANS, VERIFY ALL UIIUTIES, SEWER OR OTHER SERVICES BEFORE CORE DRILLING, SAW -CUTTING, AND/OR TRENCHING. PROVIDE BACK FILL COMPACTION INFORMATION TO THE LANDLORD AND BUILDING DEPARTMENT, WHEN REQUIRED. 16. ANY AND ALL WORK REQUIRING LOUD NOISES (I.E.: JACK HAMMERING) SHALL BE COORDINATED WITH MALL'S REPRESENTATIVE. 17. MECHANICAL ROOFTOP UNITS, ROOFTOP EQUIPMENT AND CURBS NOT SCHEDULED TO BE REUSED SHALL BE REMOVED FROM ROOF. ALL UNUSED CURBS SHALL BE REMOVED, AND ROOF INFILLED AND PATCHED WHERE APPLICABLE. G.C. TO USE MALL REQUIRED ROOFING CONTRACTOR. 18. THE GENERAL CONTRACTOR SHALL COORDINATE THE DEMOLITION WITH THE FLOOR AND REFLECTED CEILING PLANS. 19. ALL DEMOLITION TO BE COMPLETED BY G.C. UNLESS NOTED OTHERWISE. 20. ALL FIRE RATED DOORS AND FIXTURES TO BE BROUGHT BACK TO NEW CONDITION. ALL DEMOLITION TO BE COMPLETED BY T.G.C. UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL COORDINATE THE DEMOLITION W/ THE FLOOR AND REFLECTED CEILING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 nu City of Tukwila BUILDING DIVISION NOTE: - COORDINATE GRAPHIC REQUIREMENTS WITH MALL MANAGER - TENANT VENDOR TO SUBMIT FULL WRAP GRAPHICS PACKAGE FOR LANDLORD APPROVAL WIDTH OF NEW BARRICADE COORDINATE W/ MALL BULKHEAD DUST BARRIER BY LANDLORD 7 NEW BARRICADE. GRAPHICS SUPPLIED BY UNIQLO AND INSTALLED BY G.C. UNIQLO LEASED SPACE WORK AREA MALL CONCOURSE LEASE LINE CONSTRUCTION BARRIER BY LANDLORD OELEVATION GRAPHICS PACKAGE TO BE SUBMITTED SEPARATELY BARRICADE BY MALL SECTION GE\ERAL \ O1 LEASE LINE. 6.G. TO VERIFY IN THE FIELD. 0 EXISTING DEMISING PARTITION TO REMAIN. PATCH, FLOAT, OR REPLACE GYP. BD. ON DEMISING WALLS WHERE GYP. BD. 15 DAMAGED, UNSIGHTLY, OR MISSING FOR AN "A5 NEW FINISH SURFACE. PREPARE FOR NEW FINISHES. MAINTAIN ALL REQUIRED FIRE RATINGS. 0 LANDLORD REQUIRED VENDOR SHALL BUILD CONSTRUCTION BARRICADE AT TENANT'S &G E)Q'ENSE PER L.L. SPEGIFICAIION5, PRIOR TO START OF CONSTRUCTION. THE BARRICADE SHOULD BE PAINTED WITH A "SEMI -GLOSS" WHITE PAINT TO ACCEPT BARRICADE GRAPHICS. APPROVED GRAPHICS WILL BE SUPPLIED BY TENANT VENDOR AND INSTALLED BY TENANTS VENDOR. G.C. SHALL REMOVE AND DISPOSE OF BARRICADE UPON COMPLETION OF ALL WORK AND APPROVAL OF MALL. ANY QUESTIONS REGARDING THE BARRICADE GRAPHICS GAN BE ANSWERED BY TENANT VENDOR AND/OR TENANT PM. O4 EXISTING STRUCTURAL COLUMN TO REMAIN. COLUMN BUILD -OUT TO BE REMOVED WHERE SHOWN DASHED. S.C. TO PATCH 4 REPAIR EXISTING TO REMAIN CONSTRUCTION AS tom. 6.C. TO FIELD VERIFY EXISTING LOGATIONS/SIZE AND REPORT ANY DISCREPANCIES TO TENANT PM. PREPARE FOR NEN FINISHES. MAINTAIN ALL REQUIRED FIRE RATINGS. 0 LANDLORD TO BUILD NEW DEMISING WALL LANDER SEPARATE PERMIT) PRIOR TO UNIQLO ACCEPTING SPACE. O EXISTING WALL PARTITIONS TO BE REMOVED. PATCH $ REPAIR FLOOR/ADJACENT WALLS A5 NEEDED. O EXISTING DOOR TO REMAIN. VERIFY CONDITION OF EXISTING DOOR, &.C. TO ENSURE DOOR/HARDWARE 15 ACCEPTABLE FOR RE -USE; REPLACE IF NEEDED. 0 EXISTING DOOR TO BE SEALED IN PLACE, REIZR TO FLOOR PLAN. O EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATED. (9.G. TO VERIFY EQUIPMENT 15 SUITABLE FOR RE -USE. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. C> STOREFRONT GLAZING, BASE AND FRAMING TO BE REMOVED TO UNDERSIDE OF MALL BULKHEAD. e REMOVE EXISTING FLOORING AND SUBFLOOR DOWN TO SLAB. REMOVE EXISTING IRREGULARITIES (I.E.: ANCHOR BOLTS AND CONCRETE POURS). ANY AND ALL UNDER -SLAB LINES (PLUMBING OR ELECTRICAL) BEING ABANDONED ARE TO BE CLEANED AND GAPPED BENEATH THE SURFACE OF THE SLAB AND THE CONCRETE. PATCH AND REPAIR FLOOR AS NEEDED. LEVEL FLOOR AS NEEDED FOR NEW FINI:kCS. 12 EXISTING PLUMBING FIXTURES TO BE REMOVED COMPLETE. G.C. TO GAP UTILITIES BEHIND FINISHED SURFACE. 13 REMOVE EXISTING STUD NALL AND DOORS COMPLETELY. O REMOVE EXISTING FIXIVRES AND MATERIALS THROUGHOUT SPACE. O EXISTING FIRE ALARM TO BE REMOVED/RELOCATED, REFER TO ELECTRICAL PLANS. O ROOF DRAIN TO REMAIN. 17 REMOVE ALL EXISTING LIGHTING THROUGHOUT THE ENTIRE SPACE. REMOVE ALL WIRING BACK TO SOURCE. 0 DEMOLISH EXISTING CEILING GRID, PANES, GYP. BD. CEILING, SOFFITS, AND METAL FRAMING, UNLESS OTHERWISE NOTED. 1 g EXISTING MASONRY DEMISING WALL TO REMAIN. PATCH AND REPAIR INTERIOR GYP. BD. AS REQUIRED WHERE IT 15 DAMAGED, UNSIGHTLY, OR MISSING FOR AN 'AS NEW" FINISH SURFACE. PREPARE FOR NEW FINISHES. MAINTAIN ALL REQUIRED FIRE RATINGS. 0 REMOVE PORTION OF EXISTING MASONRY WALL AS REQUIRED FOR INSTALLATION OF NEW DOORFRAME. REFER TO ARCHITECTURtelLER2 ADDITIONAL INFORMATION. CITY OF TUKWILA 02g3 SEP 2 0 2017 PERMIT CENTER SCHEMATIC 3ARRICADE ELEVATION & SECTION KEYED NOTES REUSTRATION SEAL FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM 170237 TG LLJ PROTO VERSION 04.13.2015 209/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA DEMOLITION FLOOR PLAN HALLWAY 106 BREAK ROOM EXIT 3 58'-8" COMMON PATH STOCK ROOM I 110 MANAGER'S OFFICE TOILET ROOM 56'-10" COMMON PATH ELECTRICAL 112 CASHWRAP 104 63'-1" COMMN. PATH 36'-2" COMMON PATH 36'-2" COMMON PATH 38'-8" COMMON PATH 38'-8" COMMON PATH COMMON PATH COMMON PATH D Mil AK+ AIS"Q N ENTRY EXIT 2 -77177: 7 ... N I I 1 51 N ALTERATIONS 111 - FITTING ROOMS 105 E U 38'-8" COMMON PATH 39'-9" COMMON PATH 40'-4" COMMON PATH I I U, 45,-9" COMMON PATH 40'-4" COMMON PATH LI 4N\Ns3 EXIT 1 ctib- SALES 103 GRILLE CLOSET 102 1 EGRESS FLOOR PLA\ 1/8" = 1'-0 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 torage batteries, unit equipment or an on-site generator. I ation level under emergency power, the lighting facilities s •e arranged to provide initial illumination that is not less than an - • - age of 1 footcandle and a minimum at any point of 0.1 footcaneasured along the path of egress at floor level. Illumination levels shall be perm' :. to decline to 0.6 footcandle average and a minimum at a .oint of 0.06 footcandle at the end of the emergency lighting tim- , ation. A maximum -to -minimum illumination uniformity ratio of 40 shall not be exceeded. . 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 elect( system shall automatically illuminate all of the followi 1. Aisles, 2. Corridors, 3. Exit access stairway In the event of power supply failure in ..' two or more means of egress, an e shall automatically illumina Interior exit access s -' exterior exit st • Vestibules used • reas: d ramps. dings that require gency electrical system I of the following areas: 1. ays and ramps. 2. Interior and ays & ramps, 3. Exit passageways, 4. evel of discharge, 5. Exterior landings and areas exit discharge. NOT USED 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13/17 ..PERMIT. SUBMITTAL EV DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGJSTRAI1ON SEAL 6897 REGISTE ARCHIT REDERICK J. GO LIA STATE OF WASHI'TO c• - q X3.11 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 0,008 SF 929.7 SM 170237 TG LLJ PROTO VERSION 04.13.2015 2015 INTERNATIONAL BUILDING CODE RM# NAME OCCUPANCY GROUP AREA (SQ. FEET) OCC. LD. FACTOR OCC. LOAD SALES 75 SQ. FT. TABLE 1006.2.1 MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED WITH SPRINKLER SYSTEM 250 FT. TABLE 1017.2 100 ENTRY MERCHANITLE 189 30 6 102 GRILLE CLOSET N/A 37 30 INSTALLED ON EXIT DOOR(S) (EXIT SYSTEM. ANY FOR TENANT INSTALLED RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 103 SALES MERCHANTILE 7104 30 237 104 CASH WRAP MERCHANTILE 246 30 8 SUBTOTAL—SALE 7576 251 BOH (STOCK) 110 STOCK ROOM S-1 MODERAT HAZARD STORAGE 779 300 3 SUBTOTAL — BOH (STOCK) 779 3 BOH (MISC.) 105 FITTING ROOM(S) MERCHANTILE 606 30 20 106 HALLWAY N/A 89 — — 107 TOILET ROOMS N/A 134 — — 108 BREAK ROOM BUSINESS 296 15 20 109 MANAGERS OFFICE BUSINESS 129 100 1 111 ALTERATIONS ROOM BUSINESS 236 100 2 112 ELECTRICAL N/A 163 — — SUBTOTAL — BOH (MISC.) 1653 44 TOTAL 10008 297 _ AREA/OCCUPANCY CHART FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGJSTRAI1ON SEAL 6897 REGISTE ARCHIT REDERICK J. GO LIA STATE OF WASHI'TO c• - q X3.11 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 0,008 SF 929.7 SM 170237 TG LLJ PROTO VERSION 04.13.2015 2015 INTERNATIONAL BUILDING CODE REQUIREMENT DISTANCE PER SECTION MIMIMUM EGRESS WIDTH REQUIRED (297 OCCUPANTS X 0.2 INCHES PER OCCUPANT) 59.4" EDGRESS WIDTH REQUIRED (650.75" PROVIDED) 1005.3 MAXIMUM COMMON PATH OF EGRESS TRAVEL 75 SQ. FT. TABLE 1006.2.1 MAXIMUM EXIT ACCESS TRAVEL DISTANCE ALLOWED WITH SPRINKLER SYSTEM 250 FT. TABLE 1017.2 MAXIMUM AISLE ACCESS WAYS IN GROUP M MERCHANDISE PADS COMMON PATH OF TRAVEL 30 FT. 1018.4 MAXIMUM VIEWING DISTANCE TO EXIT SIGN (OR NOT MORE THAN LIMITIED BY SIGN MANUFACTURER, WHICHEVER IS LESS) 100 FT. 1013.1 EXITS REQUIRED TO BE PLACED GREATER THAN ONE THIRD THE DIAGONAL DISTANCE OF THE AREA (ONE THIRD DIAGONAL DISTANCE = 53'-2") BETWEEN EXITS 1 Sc 2 = 129'-9" 1007.1.1 1. TWO 2. PANIC 2) 3. FIRE CHANGES SPRINKLERS. EXITS REQUIRED SINCE OCCUPANT LOAD IS BETWEEN 1 — 500 PER TABLE 1006.3.1 HARDWARE REQUIRED ON FIRE DOORS IN COMMON EXIT PASSAGEWAYS, MUST BE AND BE IN GOOD WORKING CONDITION. SPRINKLER/ALARM NOTE: THIS BUILDING IS CURRENTLY EQUIPPED WITH A FIRE SPRINKLER/ALARM TO THE SYSTEM WILL BE DONE UNDER A SEPARATE PERMIT. SEE MECHANICAL INSTALLED ON EXIT DOOR(S) (EXIT SYSTEM. ANY FOR TENANT INSTALLED RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER b n 0 I, . 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 . City of Tukwila BUILDING DIVISION EGRESS NOTES - 109/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA EGRESS FLOOR PLAN A000 NO SUBSTITUTIO \S UNLESS APPROVED BY UNIQLO IN WRITING DESCRIPTION MANUFACTURER MODEL # SUPPLIED BY NOTES DIVISION 01 - GENERAL REQUIREMENTS DIVISION 02 - SITE CONSTRUCTION DIVISION 03 - CONCRETE HIGH STRENGTH, SELF LEVELING L & M CONSTRUCTION CONCRETE OVERLAY CMEMHICALS DURAFLOOR HP G.C. OR APPROVED EQUAL DIVISION 04 - MASONRY DIVISION 05 - METALS METAL PANELS G.C. SUPPLY SHOP DRAWINGS TO UNIQLO PM FOR REVIEW/APPROAL DIVISION 06 - WOODS A\D PLASTICS DIVISION 07 - THERv1AL A\D MOISTURE PROTECTIO\ WATERPROOF MEMBRANE NOBLESEAL 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE G.C. OR APPROVED EQUAL DIVISIO\ 08 - DOORS AND WINDOWS ACCESS PANEL KARP KSTDW FLUSH ACCESS PANEL W/ GYPSUM BOARD INSET G.C. FOLDING GRILLE ALUMATEC PACIFIC PRODUCTS LXS POLYCARBONATE SIDE—FOLDING ACCORDION DOOR G.C. LOCK AT CLOSURE PINS ONLY. ALL OTHER PINS TO HAVE THUMB TURN CONTROL AT INTERIOR ONLY GRILLE CLOSET DOOR CORN ELL MIRROR W/ POLISHED EDGES GLAZING POCKET DOOR SFG/SFC SECURITY BACKING — 1/4" T G.C. G.C. 1/2" TEMPERED G.C. GLAZING CLIPS CR LAURENCE COMPANY 2" X 2" SQUARE CLAMP, STRAIGHT: MFC19, 90 DEGREE: MFC23 DIVISION 09 - FINISHES SEE FINISH SCHEDULE FOR FINISH SPECIFICATIONS CORNER GUARD WALLGUARD 1-1/2" x 1-1/2" x 48" METAL CORNER GUARD "WALLGAUARD" 2325.1, WHITE G.C. SEE A500 FOR TRIM AT MIRRORS DIVISION 10 SPECIALTIES FIRE EXTINGUISHER CABINET JL INDUSTRIES C1014S21— AMBASSADOR SP DR/HDNL TRIMLESS G.C. FIRE EXTINGUISHER, SURFACE MOUNT HOOK BUCKEYE 700203 G.C. MARKETING BANNER RAIL ARAKAWA GRIP CRC RAIL G.C. NO SUBSTITUTIONS U\LESS APPROVED BY UNIQLO I\ WRITING DESCRIPTION DIVISION 11 - EQUIPMENT DIVISION 12 - FURNISHINGS SALES WALL FIXTURES LEGGETT AND PLATT UNIQLO SALES FLOOR FIXTURES CASTLE DESIGN AND FABRICATION UNIQLO CASHWRAP FIXTURES FITTING ROOMS KRG ENTERPRISES KRG ENTERPRISES UNIQLO UNIQLO BREAKROOM CABINETS KRG ENTERPRISES UNIQLO TAG (B) BASE DESCRIPTION MANUFACTURER PRODUCT REMARK B1 G.C. RUBBER BASE W/ NO TOE ROPPE CORP. PINNACLE 3" # 161 SNOW WHITE B2 G.C. RUBBER BASE W/ STANDARD TOE ROPPE CORP. PINNACLE 2 1/2" # 161 SNOW WHITE B3 G.C. STAINLESS STEEL STAINLESS STEEL #8 MIRROR POLISHED FINISH BASE AT MIRROR WALLS (C) CEILING C1 G.C. NON—RATED SUSPENDED DRYWALL GRID SYSTEM ROCKFON CHICAGO METALLIC — 660 STAB TYPE PAINT SEE FINISH PLAN FOR PAINT USED C2 G.C. ACT CEILING ARMSTRONG CIRRUS SQUARE LAY—IN, 15/16" PRELUDE 24" X 24" X 3/4" #574 WHITE 24" TV/DVD COMBO INSIGNIA NS-24ED310NA15 LED HDTV DVD COMBO UNIQLO DIVISION 13 - SPECIAL CONSTRUCTIO\ DIVISION 14 - CONVEYI\G SYSTEMS DIVISION 15 - MECHANICAL HVAC UNIT YORK UNIQLO REFER TO SHEET M101 SALES/FITTING ROOM DIFFUSERS TITUS BOH ACT TILE DIFFUSERS RETURN GRILLES TITUS TITUS 350RL G.C. REFER TO SHEET M101 G.C. G.C. REFER TO SHEET M101 REFER TO SHEET M101 WATER CLOSET AMERICAN STANDARD 2467.100 LEFT HANDED/ 4142.801 & 3483.100 RIGHT HANDED G.C. REFER TO SHEET P100 LAVATORY AMERICAN STANDARD 0355.012 LUCERNE/ FAUCET SLOAN MODEL#EBF-650 G.C. REFER TO SHEET P100 MOP SINK FIAT MSB -2424 /FAUCET CHICAGO FAUCET MODEL #0054—YRC—Q, FIAT HOSE 832—AA, FIAT MOP RACK 889—CC G.C. REFER TO SHEET P100 1 COMPARTMENT SINK ELKAY LRAD252164 / FAUCET ELKAY SINGLE HANDLE &SIDE SPRAYER LK1001 G.C. REFER TO SHEET P100 WATER HEATER WATER HEATER A.O. SMITH EEMAX DEL -10 / EXPANSION TANK AMTROL ST -5 SP3208 G.C. G.C. REFER TO SHEET P100 REFER TO SHEET P100 DIVISION 16 - ELECTRICAL ELECTRICAL PANELS TRANSFORMER EMS GATEWAY PANEL SQUARE 'D' N/A EC SQUARE 'D' N/A EC EMS LIGHTING CONTROL PANEL ENERGY CONTROLS ENERGY CONTROLS N/A N/A UNIQLO UNIQLO REFER TO SHEET E400 REFER TO SHEET E400 REFER TO SHEET E400 REFER TO SHEET E401 CONTROLLED RECEPTACLES LEVITON 5362—S2 EC REFER TO SHEETS E100,E101 SPECIFICATIO\ TABLE HARDWARE GROUP # DESCRIPTIO\ QTY. QTY. FINISH V ODEL FINISH MANUFACTURE NOTES PASSAGE SET 1 STOREFRONT METAL DOOR T4A3786 652 MCKINNEY DEPTH PASSAGE SET SET HINGES 1 LM—CP440 619 DORMA 1 MAGNETIC LATCH 1 NORTON DOOR CONTROLS — TBD K1050 16"X34" B4E WALL BUMPER 1 400 626 ROCKWOOD MANUF. 626 DOOR SILENCER 6 608 — ROCKWOOD MANUF. ROCKWOOD MANUF. 2 SALES TO NON -SALES HEAVY HINGES 3 T4A3786 652 MCKINNEY HEAVY HINGES 3 T4A3786 652 MCKINNEY NO VISIBLE SCREWS AT SALES. PULL 1 8103EZ 10" 628 IVES KICK PLATE PULL PLATE 1 8303 4"X16" 628 IVES 1 PUSH PLATE 1 8200 4"X16" 628 IVES 400 CLOSER 1 1601 (PULL SIDE) 689 NORTON DOOR CONTROLS — KICK PLATE 1 K1050 16"X34" B4E 630 ROCKWOOD MANUF. MANAGERS OFFICE WALL BUMPER 1 400 626 ROCKWOOD MANUF. HOLLOW METAL SILENCER 3 608 — ROCKWOOD MANUF. 1 3 TOILET ROOM 3'-0" 7'-0" 1 5/8" P1 HOLLOW METAL HINGES 3 T4A3786 652 MCKINNEY SHADED HARDWARE NOT USED. PRIVACY SET 1 11-11U65—LJ-26D 26D (626)SARGENT MANUF.CO.SIGNAGE CO TO BE FURNISHED & INSTALLED BY G.C.; REFER TO GN200 FOR REQUIREMENTS. ELECTRIC DOOR STRIKE 1 S6514 630 RUTHERFORD CTRL INT. 9 CLOSER 1 .1601 (PULL SIDE) 689 NORTON DOOR CONTROLS 1 5/8" WALL BUMPER 1 400 626 ROCKWOOD MANUF. REPLACE EXISTING WITH NEW AS NEEDED DOOR SILENCER 3 608 — ROCKWOOD MANUF. 4 ACCESSIBLE FITTING ROOK DOOR RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER REVIEVVED FOR CODE COMPLIANCE ,. APPROVED 1 OCT O 4 2017 i City of Tukwila BUILDING DIVISION LEVER (ADA COMPLIANT) 1 BROADWAY (F—SERIES) 626 SCHLAGE HARDWARE PROVIDED & INSTALLED BY G.C. OCCUPANCY INDICATOR 1 B571 SERIES 626 SCHLAGE 5 VANAGERS OFFICE HEAVY HINGES 3 T4A3786 652 MCKINNEY PASSAGE SET 1 11-11U15—LJ-26D 26D (626) SARGENT MANUF. CO. ELECTRIC DOOR STRIKE 1 S6514 630 RUTHERFORD CTRL INT. CLOSER 1 1601 (PULL SIDE) 689 NORTON DOOR CONTROLS KICK PLATE 1 K1050 16"X34" B4E 630 ROCKWOOD MANUF. PEEP HOLE 1 14D214C 630 MINITRONICS LTD. WALL BUMPER 1 400 626 ROCKWOOD MANUF. SILENCER 3 608 — ROCKWOOD MANUF. 6 SERVICE DOOR HEAVY HINGES 3 T4A3786 652 MCKINNEY PUSHBAR TO BE INSTALLED BY OFI VENDOR RIM EXIT DEVICE (PUSHBAR) 1 8815—F—ETE-32D-32D-36"-84"-41" 32D (630) SARGENT MANF. CO. ELECTRIC DOOR STRIKE 1 S6514 630 RUTHERFORD CTRL INT. CLOSER 1 1601 (PUSH SIDE) 689 NORTON DOOR CONTROLS KICK PLATE 1 K1050 16"X34" B4E 630 ROCKWOOD MANUF. PEEP HOLE 1 14D214C 630 MINITRONICS LTD. WALL BUMPER 1 400 626 ROCKWOOD MANUF. SILENCER 3 608 — ROCKWOOD MANUF. HARDWARE LEGEND 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13/17 09/13/17 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL EV DATE t DESCRIPTION NAME (F) FLOORING G.C. F1 PORCELAIN 11LE SILESTONE COSENTINO — MYTHOLOGY SERIES 24" x 24" #09 WHITE ZEUS EXTREME GROUT: 1/8" LATICRETE #44 BRIGHT WHITE F2 G.C. VINYL TILE DAEJIN AMERICAN, INC UQ -2013S 7" X 4'-0" F4 G.C. VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON — IMPERIAL TEXTURE 12" x 12" #51904 STERLING F5 G.C. CONCRETE SEALER SCOFIELD SYSTEMS CEMENTONE CLEAR SEALER CLEAR F6 G.C. VINYL SHEET FLOORING ARMSTRONG REJUVINATIONS STONERUN 6'X82"X3/32" 34363 TRAVERTINI METROPOLITAN F7 G.C. WALK—OFF CARPET BABCOCK DAVIS BCV34 env4RONteadll SEE PLAN MIN. (2) COATS NEEDED INTEGRATED COVE 6" BASE, VULCANIZE ALL SEAMS FRAME: BFV34LBM (M) MISCELLANEOUS M1 G.C. WOOD TRIM CAP TBD — BY G.C. BERCHWOOD 2 1/2" X 1/2" PAINT (P1) — SEMI GLOSS M2 G.C. PLYWOOD TBD — BY G.C. 1/2" THICK SEE PLAN FOR FINSIH M3 G.C. PLASTIC LAMINATE WILSONART 1573603504896 FROSTY WHITE, MATTE FINISH BREAK ROOM COUNTER (MT) METALS MT1 G.C. METAL FAB 2 1/2" THICK WHITE FINISH G.C. TO SUBMIT SHOP DRAWINGS, MOUNT ON 1/2" FURRING CHANNEL MT2 G.C. STAINLESS STEEL STAINLESS STEEL #4 BRUSHED FINISH MT3 G.C. ;C'. STAINLESS STEEL STAINLESS STEEL MANNM (TS) TRANSITIONS ti yrr #8 MIRROR POLISHED FINISH 3&i; M fM Wsi'm .a a TS1 G.C. VINYL PLASTIC TRANSITION ARMSTRONG VT760120 5/16" / 1 1/2" CAP #60 BLACK 12' LENGTH STANDARD TS2 G.C. VINYL PLASTIC TRANSITION JOHNSONITE VT712120 5/16" / 1 1/2" CAP #12 SHADOW GRAY 12' LENGTH STANDARD TS3 G.C. MARBLE THRESHOLD AMERICAN OLEAN DOUBLE BEVEL 4"x36"x5/8" #M701 CARRARA WHITE CD — POLISHED 36" LENGTH STANDARD TS4 G.C. VINYL PLASTIC REDUCER STRIP (1/4" TO 0") ARMSTRONG VT260120 1/4" #60 BLACK 12' LENGTH STANDARD TS5 G.C. ALUMINUM TRANSITION STRIP SCHLUTER SCHIENE MATCH FLOOR FINISH SATIN ANODIZED ALUMINUM 8' 2 1/2" LENGTH STANDARD (W) WALL COVERING P1 G.C. PAINT BENJAMIN MOORE SATIN PM -1 (SUPER WHITE) USE MANUF. RECOMMENDED PRIMER FOR SURFACE P2 G.C. PAINT — PRIMER DUNN—EDWARDS INTER—KOTE PREMIUM LRV-93 P3 G.C. PAINT BENJAMIN MOORE FLAT OC -117 (SIMPLY WHITE) P4 G.C. PAINT BENJAMIN MOORE EGGSHELL 2128-10 (BLACK BEAUTY) INSIDE VIDEO MONITOR WALL NICHES ONLY W1 G.C. FIBERGLASS REINFORCED PLASTIC CRANE OMPOSITES GLASBORD WHITE — SMOOTH FINISH W2 G.C. MDF PANELS 3/4" THICK SMOOTH FINISH FI\ISH LEGEND HARDWARE GROUP # DESCRIPTION QTY. vIODEL FINISH MA\UFACTURE NOTES DESCRIPTION 7 PASSAGE SET HEAVY HINGES 3 T4A3786 652 MCKINNEY DEPTH PASSAGE SET 1 11-11U15—LJ-26D 26D (626) SARGENT MANUF. CO. CLOSER 1 1601 (PULL SIDE) 689 NORTON DOOR CONTROLS KICK PLATE 1 K1050 16"X34" B4E 630 ROCKWOOD MANUF. WALL BUMPER 1 400. 626 ROCKWOOD MANUF. SILENCER 3 608 — ROCKWOOD MANUF. 8 EvIERGENCY EGRESS DOOR HEAVY HINGES 3 T4A3786 652 MCKINNEY PUSHBAR TO BE INSTALLED BY OFI VENDOR EXTERIOR PLATE ONLY —NO RE—ENTRY HARDWARE. RIM EXIT DEVICE (PUSHBAR) 1 8815—F—ETE-32D-32D-36"-84"-41" 32D (630) SARGENT MANF. CO. CLOSER 1 1601 (PUSH SIDE) 689 NORTON DOOR CONTROLS KICK PLATE 1 K1050 16"X34" B4E 630 ROCKWOOD MANUF. PEEP HOLE 1 14D214C 630 MINITRONICS LTD. WALL BUMPER 1 400 626 ROCKWOOD MANUF. SILENCER 3 608 — ROCKWOOD MANUF. 4 DOOR PROVIDED BY FIXTURE MANUFACTURER, HARDWARE PROVIDED & INSTALLED BY G.C. HARDWARE LEGE\D - CONTI\UED 1 MANAGERS OFFICE DOOR # QTY. DOOR FRAM E FRE RATING HARDWARE GROUP REMARKS DESCRIPTION VIATERIAL SIZE FINISH MATERIAL FINISH WIDTH HEIGHT DEPTH 1 1 SLIDING GRILLE METAL 47'-2 3/4" 11' - 6" - - - - - _ HARDWARE BY SLIDING GRILLE MANUFACTURER 2 1 STOREFRONT GRILLE CLOSET DOOR METAL 1'-6" 11' - 6" 1 3/8" P1 HOLLOW METAL P1 - 1 3 3 SALES TO NON -SALES HOLLOW METAL 3'-O" 7'-0" 1 3/4" P1 HOLLOW METAL P1 - 2 STAFF ONLY SIGN ON SALES SIDE PROVIDED & INSTALLED BY SIGN VENDOR. 4 2 TOILET ROOM HOLLOW METAL 3'-O" 7'-0" 1 5/8" P1 HOLLOW METAL P1 - 3 5 1 ACCESSIBLE FITTING ROOM DOOR (SHOWN FOR CODE REVIEW ONLY) - 3'-0" - - - - - - 4 DOOR PROVIDED BY FIXTURE MANUFACTURER, HARDWARE PROVIDED & INSTALLED BY G.C. 6 1 MANAGERS OFFICE HOLLOW METAL 3'-0" 7'-0" 1 5/8" P1 HOLLOW METAL P1 - 5 7 1 SERVICE DOOR HOLLOW METAL 3'-0" 7'-0" 1 5/8" P1 HOLLOW METAL P1 - 6 8 2 PASSAGE SET HOLLOW METAL 3'-0" 7'-0" 1 5/8" P1 HOLLOW METAL P1 - 7 9 1 EXIST. EMERGENCY EXIT HOLLOW METAL 4'-0" 7'-0" 1 5/8" P1 EXIST P1 - 8 REPLACE EXISTING WITH NEW AS NEEDED 1. 2. 3. 4. 5. 6. 7. 8. SEE HARDWARE LEGEND FOR FOR ALL EXISTING EXIT DOORS; ALL DOOR SIZES SHOWN PROVIDE LEVER TYPE HANDLES ALL EXIT DOORS SHALL BE MAXIMUM EFFORT TO OPEN EXIT PASSAGEWAY DOORS INSTALL PEEP HOLE AT 5'-0" HARDWARE SETS. G.C. TO VERIFY HARDWARE TO BE COMPUANT WITH LOCAL CODES/REGULATIONS. TO BE FIELD VERIFIED PRIOR TO FABRICATION. THAT DO NOT REQUIRE GRASPING ABILITY PER TITLE 24 & ADA GUIDELINES, OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR SHALL BE 5 LBS. MAXIMUM APPLIED PERPENDICULARLY TO DOOR, RATED TO BE PROTECTED BY ONE HOUR FIRE DOOR ASSEMBLIES THAT ARE SELF OR AUTOMATIC A.F.F. AS INDICATED. ASSEMBLIES MAY BE INCREASED CLOSING BY SMOKE TO 15 LBS. MAXIMUM. DETECTION PER IBC SECTION 402.4.5.1. I/ 02.3 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER REVIEVVED FOR CODE COMPLIANCE ,. APPROVED 1 OCT O 4 2017 i City of Tukwila BUILDING DIVISION DOOR SCHEDULE FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 vivivi.arcv.com REc STRAT1ON SEAL PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 LLJ LLAI PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA SCHEDULES HALLWAY ELECTRICAL MANAGER'S OFFICE TOILET ROOM FITTING ROOMS GRILLE CLOSET I24'-6" LEASE LINE 1 OVERALL FIXTURE PLA\ 1/8 = 1 —O" FIXTURE TYPE MANNEQUIN SYMBOL FIXTURE TYPE SYMBOL FIXTURE TYPE (WP301) FIXTURE TYPE MIRROR AROUND COLUMN MONITOR (SINGLE) SIZE VARIES - SEE PLAN SYMBOL TAG # CFR102) FIXTURE TYPE SYMBOL FIXTURE TYPE SYMBOL FITTING ROOM ACCESSIBLE BENCH SINK CABINET 30" (W) X 24" (D) FITTING ROOM DOOR 30" DOOR (BR202 ) COUNTER 78" (W) X 24" (0) SALES RACK (BR2o3 ) BASE CABINET 18" (W) X 24" (0) Stt oitor FITTING ROOM ACCESSIBLE DOOR 36" DOOR AMNAi (BR204) kinat (SF601H) ARIAKE HIGH FLOOR UNIT 2448mm (H) CASH WRAP (CW) ARIAKE FLOOR UNIT FIXTURE 3056mm (W) X 898mm (D) X 1456mm (H) CASH WRAP (CW) MMVW 46. WPM END PANEL ON CASH WRAP (Bwloo ) DOUBLE DOOR CABINET (SF603H) ARIAKE HIGH FLOOR UNIT 53" (W) X 21-3/4" (D) X 33" (H) 53" (W) X 21-3/4" (D) X 33" (H) 1 1/2" (W) X 21-3/4" (D) X 33" (H) 36" (W) X 21-3/4" (D) X 33" (H) PARTITION BETWEEN FITTING ROOMS 48" (W) X 71.5" (H) X 1.37" (T) UNDERCOUNTER COMPACT REFRIGERATOR 211/4" (W) X 21 3/4" (D) X 33 1/3" (H) (BR205 ) UPPER CABINET 36" (W) X 24" (D) (R301-8) END PILASTER 8" END PILASTER - 68" (CUT TO FIT) 8" (W) X 90.57" (H) X 1.56" (T) 68" (W/CUT TO FIT) X 90.57" (H) X 1.56" (T) LOCKERS 36" (W) X 12" (D) TV/DVD COMBO (M010o ) DESK/CHAIR 24" SCREEN END PILASTER - HINGE 4" BW DRAWERS (BW102) SINGLE DOOR CABINET (SF604H) ARIAKE HIGH FLOOR UNIT 2448mm (H) DOUBLE CABINET (SF302) 4 -TIER TABLE W/ 2 MANNEQUINS 1350mm (W) X 1350mm (D) X 954mm (H) aVRMWV '"q-4 ass ARIM SCRIBE RETURN COVER 26" (W) X 21-3/4" (D) X 33" (H) 21-1/8" (W) X 21-3/4" (0) X 33" (H) 41-1/16" (W) X 21-3/4"(D) X 33" (H) 3" (W)X4"(D)X 4" (H) END PILASTER - CATCH 16" 4" ON) X90.57"(H) X 1.56" (T) LAMINATED HEADER (FR400) FITTING ROOM MIRROR Sc TRIMS ACCESSIBLE FITTING ROOM MIRROR Sc TRIMS CENTER SS TOP ARIAKE WALL SHELVING TYPE 12 SEE FIXTURE SHOP DRAWINGS (BW200) 93 7/8" (L) X 21-3/4" (0) X 1 1/16" (H) ALTERATION TABLE 16" (W) X 90.57" (H) X 1.56" (T) 144" (L MAX) X 4-5/8" (D) X 6" (H) 60" (W) X 30" (D) X 42" (H) 30" X 30" X 36" (H) 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. (M0200) PC DESK STOCK PERIMETER SHELVING 48" (W) X 24" (D) 30" (W) X 1/4" (D) 36" (W) X 1/4" (D) 47" (W) X 27" (0) SHELF IRON TABLE 36" (W) X 15" (D) 47" (W) X 19" (D) FIXTURE WALL SHELVING HEIGHT: 12 SHELVES (AL103 CUT TABLE 47" (W) X 19" (D) ARIAKE MIRROR UNIT MIRROR SEE FIXTURE SHOP DRAWINGS SS TOP W/ LEFT GROMMET @ MONITOR 36" (L) X 21-3/4" (D) X 1 1/16" (H) PICNIC TABLE VARIES - SEE PLAN ( FR101 ) FITTING ROOM COUNTER 47-1/4" X 21-5/8" 96"(L) X 61" (W) X 30 1/2" (H) 25" (W) X 21 3/4" (D) FIXTURE PLAN ABBREVIATIONS AL= ALTERATION ROOM BR= BW= CW= FR= MO= MT= SF= BREAK ROOM BACK WRAP CASH WRAP FITTING ROOM MANAGER'S OFFICE MONITOR SALES FLOOR OCT 0 4 2017 RECEIVED CITY OF TUKWILA ST= STOCK ROOM WP= WALL PANEL FIXTURE SCHEDULE (C� 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09 _13/17 LANDLORD REVIEW /13/17 PERMIT SUBMITTAL DESCRIPTION REV DATE DESCRIPTION REUSTRATION SEAL NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www arcv.com REDERICK J. GO -IIA STATE OF WASHIN TON (3j7 1 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: PROTO VE LU ON 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA OVERALL FIXTURE PLAN + LEGEND (WP301) TYP OF 3 WP202) CTS / 0 in 5-0" 0) \ (WP102 ) TYP OF 4 5'-01n Q . _ 8 03n /J WP202, 5-1" (WP3o1) '— TYP OP 3 ( SF102 TYP OF 2 ( SF102 ) TYP OF 2 (SF102 7'-64" C) U W W Q�� TYPOF4 7'-64" ( SF1o0) (SF100 ) 7'-64" (SF102 (SF3o2 (SF3o2) ( WP301) TYP OPa 5-0" 4' -0$" A:i11/ (SF102 ) TYP OF 2 WP2o 5-02" c) ( SF1o0) ( SF1 00 ) (SF102) 7'-64" 5-02" (WP1o2) TYP OP 4 c. ,_03" PTh 0> N/ ( SF102 ) TYP OF 2 3,-94" (SF102 ) TYP OF 2 (SF102 7'-74" ( SF1o2 ) TYP OF 2 CO') (SF10 ) TYP OP 4 7'-64" WP1 02 ) 4'-23" OF 2 (SF3o2 / 2'-0" / (SF100) (SF3o2) (SF100 ) 7'" 64(SF102 c) (SF100 ) (SF3o2) (SF100 ) / COD (v) (WP301) 4'-62"TYP OF (SF102 ) TYP OF 2 '''').,L"4" (WP1o2) TYP OF4 5-02" 5-1" X � 4'-0$" X ( SF102 ) TYP OF 2 r) WP202 0) N 5-02" 7'-64 1/1 OF 2 WP30 ( SF3o2 / 2'-0 TYP OP ( SF102 ) TYP OF2 (WP1o2 ) TYP OF 4 ICO 4'-6$" 3 3'-93,, (SF102 ) TYP OF2 (WP1o2 ENTRY 101 SALES 1 103 GRILLE CLOSET 102 FOR FIXTURE SCHEDULE, SEE A100 bP=Qzs3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 1 FRONT FIXTURE PLAN 1/4" = 1'-0 F 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09 13 17 LANDLORD REVIEW 09 13 17 PERMIT SUBMITTAL REV= DATE DESCRIPTION AME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS,MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL 6897 REGIST ED ARCH, FREDERICK J. G I GLI STATE OF WASHH JGTI( '(3 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT1,826 SF 169.6 SM �w� OTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG LU PROTO VERSION 04.13.2015 109/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FIXTURE PLAN (FRONT) A110 HALLWAY 106 BREAK ROOM 108 STOCK ROOM 110 MANAGER'S OFFICE 109 TOILET ROOM 107 ALTERATIONS 111 FI TTI N G ROOMS 105 i BR301 (ST100 ) TYP or 4 IEMS IIELS I II 4,-0" NMI 11111111111111111111 CHAD 1 IV" 19 MT001 MT001 Iu N 0 —Jill ( cwt 02, 0 •0 I 1°0 0 00 1°1 00 001 0 1°1 0 00 ELECTRICAL 112 CASH WRAP 104 INN AL104 ) 5'-1" cw1o1) (SF604H) HIGH SF604H HIGH (moo) TYP OF 4 7,-5" (WP301) TYP OF5 Hit U) 0 5-23" 8 (WP1o2) TYP OF 4 4'-0$" (WP301) TYP OF3 4'-7$" 20 \ 0 (SF102 ) TYPoPM (SF102 ) TYPO M (SF102) (WP102) FR101 ) 11 _I . I •301-8 l FR200 HIGH (SF603H) (FR305 ) HIGH (SF6030 '301-8 SF604H HIGH (moo) TYP OF 4 7,-5" (WP301) TYP OF5 Hit U) 0 5-23" 8 (WP1o2) TYP OF 4 4'-0$" (WP301) TYP OF3 4'-7$" 20 \ 0 (SF102 ) TYPoPM (SF102 ) TYPO M (SF102) (WP102) FR101 ) 11 (SF604H) \ HIGH (SF102 ) TYP OF4 (SF100) (SF302) (SF100 ) (SF100 ) (SF302) (SF100 ) 0 rn O u TYP OF 4 r 4'-64" 1NP301) I •301-8 l FR200 HIGH (SF603H) (FR305 ) (FR300) • '301-8 I I , CFR200 4FR3oo) 301-8 (FR200) FR300 301-8 FR200) (FR300) 1.301-8( (FR305) FR200) (FR300) 301-8 (FR200) (FR3o0) I 301-8 (FR200) (FR305) FR201) 01-8 (FR302 `FR303) (FR304) (FR305 ) (FR102) 1---1 (SF604H) \ HIGH (SF102 ) TYP OF4 (SF100) (SF302) (SF100 ) (SF100 ) (SF302) (SF100 ) 0 rn O u TYP OF 4 r 4'-64" 1NP301) (SF102) (SF102) (WP301) TYP OF 5 (WP301) TYP OF (SF102) 'TYP OF2 (SF102 ) TYP OF 2 (WP102 ) TYP OF 4 SF604H HIGH \ 5-1" 7-5" 5' -OZ" 5'-0" 5'-0" (SF604H HIGH (WP102 ) TYP OP 4 (WP102 ) TYP oF4 D[� 0 FOR FIXTURE SCHEDULE, SEE A100 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 1 BACK FIXTURE PLAN 1/4" = 1'-0 (C� 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17, LANDLORD REVIEW 09/13/17 = PERMIT SUBMITTAL EVi DATE 1 DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com RE(STRAI1ON SEAL 6897 REGISTER ARCH! ! E ED RICK J. GO STATE OF WASHI TON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 TG LW PROTO VERSION 04.13.2015 09/13/17 STORE 887 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FIXTURE PLAN (BACK) A111 l HIGH (SF603H) (SF102) (SF102) (WP301) TYP OF 5 (WP301) TYP OF (SF102) 'TYP OF2 (SF102 ) TYP OF 2 (WP102 ) TYP OF 4 SF604H HIGH \ 5-1" 7-5" 5' -OZ" 5'-0" 5'-0" (SF604H HIGH (WP102 ) TYP OP 4 (WP102 ) TYP oF4 D[� 0 FOR FIXTURE SCHEDULE, SEE A100 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 1 BACK FIXTURE PLAN 1/4" = 1'-0 (C� 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17, LANDLORD REVIEW 09/13/17 = PERMIT SUBMITTAL EVi DATE 1 DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com RE(STRAI1ON SEAL 6897 REGISTER ARCH! ! E ED RICK J. GO STATE OF WASHI TON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 TG LW PROTO VERSION 04.13.2015 09/13/17 STORE 887 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FIXTURE PLAN (BACK) A111 WALL MERCHANDISE FIXTURE SEE A501 FOR DETAILS 6'-316" WALL MERCHANDISE FIXTURE SEE 1'-15" A501 FOR DETAILS 7 ° g / 61-316 LEASE LINE ILLUMINATED -' STOREFRONT SIGN NEW NEUTRAL PIER COORDINATE WITH MALL MANAGEMENT 3/4" BLACK METAL REVEAL MALI. FLOORING ILLUMINATED STOREFRONT SIGN SLIDING GRILLE. SEE A210 FOR DETAILS. ILLUMINATED STOREFRONT SIGN. LEASE UNE SEE 7/A210 (OH) FOR DETAILS (TYP) 47'-24" STOREFRONT OPENING ILLUMINATED BLADE SIGN. EXISTING NEUTRAL PIER, GC TO REPAIR AS REQUIRED. 3/4° BLACK METAL REVEAL (TYP) SEE 7/A210 FOR DETAILS E\LAGED STOEFO\T PLA\ NEW NEUTRAL PIER COORDINATE WITH MALL MANAGEMENT ILLUMINATED STOREFRONT SIGN. TO BE CENTERED ON STOREFRONT OPENING. METAL PANEL JOINT. SEE 6/A210 FOR DETAIL -EXISTING MALL NEUTRAL PIER, BULKHEAD & FRAMING BEYOND TO REMAIN. GC TO PATCH/REPAIR AS REQUIRED LEASE LINE 3/4" BLACK METAL REVEAL (TYP) SEE 7/A210 (OH) FOR DETAILS LEASE LINE ILLUMINATED BLADE SIGN. 3/4" BLACK METAL REVEAL (TYP) SEE 7/A210 FOR DETAILS OPEN TO BEYOND ILLUMINATED STOREFRONT SIGN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER METAL PANEL SHOP DRAWINGS MUST BE APPROVED BY UNIQLO PRIOR TO FABRICATION. ENLARGED STOREFRONT ELEVATIO\ 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09 13 17 09/13/17 _17..... REV: DATE DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL REGISTRATION SEAL DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcvcom EDERfCK J. GOA IA TATE OF WASHIN TON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 LLJ LU PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED STOREFRONT PLAN +ELEVATION 241-0" EXTENT OF NEW METAL PANELS TBD LEASE UNE EXISTING MALL EXTERIOR ---� FINISHES TO REMAIN. G.C. TO PROTECT DURING ALL WORK. NEW WHITE METAL PANELS OVER EXISTING EXTERIOR CONSTRUCTION. 7Rn NEW ILLUMINATED EXTERIOR SIGN, FLUSH MOUNTED IN METAL PANELS. NEW WHITE METAL PANELS OVER EXISTING EXTERIOR CONSTRUCTION.�p EXISTING MALL EXTERIOR FINISHES TO REMAIN. G.C. TO PROTECT DURING ALL WORK. 2/A201 NEW EXTERIOR SERVICE DOOR G.C. TO INSTALL TENANT NAME AND SPACE NUMBER. COORDINATE WITH MALL MANAGEMENT. EXISTING EXTERIOR DOOR SEALED IN PLACE. G.C. TO ENSURE DOOR IS WEATHER TIGHT. FURRING TO BE PROVIDED AT INTERIOR, SEE FLOOR PLAN. G.C. TO LABEL AS REQUIRED BY MALL MANAGEMENT. EXISTING EXTERIOR DOOR TO REMAIN FOR EMERGENCY EGRESS ONLY. G.C. TO LABEL AS REQUIRED BY MALL MANAGEMENT. EXTE10R STOREF- ONT ELEVATION 2 I/4" EXISTING PARAPET COPING EXISTING EXTERIOR FINISHES BACKER ROD AND CAULK ALUMINUM COMPOSITE PANELS ALUMI NUM COMPOSITE PANELS SHING W/ SEALANT (BY INSTALLER) ALUMINUM COMPOSITE PANELS EXISTING EXTERIOR FINISHES BACKER ROD AND CAULK EXISTING EXTERIOR FINISHES ALUMINUM COMPOSITE PANELS EXISTING EXTERIOR FINISHES EXISTING EXTERIOR FINISHES D�7 0253 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER METAL PANEL PARAPET DETAIL 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. METAL PANEL 3OTTOIv DETAIL DATE DESCRIPTION 09/13/17 LANDLORD REVIEW 09./13/17 PERMIT SUBMITTAL REV I DATE I DESCRIPTION VERTICAL METAL PANEL JOINT DETAIL RECVSTRA11ON SEAL HORIZONTAL METAL PANEL JOINT DETAIL FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PR (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 LU LU PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA EXTERIOR STOREFRONT ELEVATION + DETAILS J U 1/A201 'H 2/A201 EXISTING MALL EXTERIOR FINISHES TO REMAIN. G.C. TO PROTECT DURING ALL WORK. EXISTING MALL EXTERIOR FINISHES TO REMAIN. G.C. TO PROTECT DURING ALL WORK. 1/A201 z 2/A201 LEASE UNE l%- 0.253 REVIEWED FOR 'CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER EXTERIOR STOREFRONT ELEVATION CONT. 1 2 = 1 -0 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION „29/13112_,i LANDLORD REVIEW .. mm 09/13/17 PERMIT SUBMITTAL • REVi DATE DESCRIPTION NAME REGISTRATION fRA11ON SEAL FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI V50 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: LL,) STORE 4187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA PROTO VERSION 0413.2015 109/13/17 METAL ANGLE, REFER TO STRUCTURAL LANDLORD BULKHEAD TO REMAIN. 5/8" GYP. BD., PAINT 3/4" REVEAL 1T-0" CEILING AS SCHED. HSS - REFER TO STRUCTURAL HEADER BEAM - REFER TO STRUCTURAL 5/8" GYP. BD., PAINT P1 PROVIDE FIRE RATED BLOCKING AS REQ'D - - METAL ANGLE, REFER TO STRUCTURAL HEADER BEAM - REFER TO STRUCTURAL RECESSED DOWNUGHT, SEE ELECTRICAL ICT )11 (MT1) FOLDING GRILLE SIM A 15'-6" T.O. STOREFRONT 2'-3" 4'—O" FIN. FL 1 STOEFRO\T SECTION @ OPENING 3 4 = 1 —0 5 NOT USED METAL ANGLE, REFER TO STRUCTURAL LANDLORD BULKHEAD TO REMAIN. 5/8" GYP. BD., PAINT 3/4" REVEAL 12'-0" CEILING AS SCHED. HSS - REFER TO STRUCTURAL 5/8" GYP. BD., PAINT PROVIDE FIRE RATED BLOCKING AS REQ'D P1 ,11 MAN CIO SIGN METAL ANGLE, REFER TO STRUCTURAL HEADER BEAM - REFER TO STRUCTURAL RECESSED DOWNUGHT, SEE ELECTRICAL CMT1) MTD Ark MTD FOLDING GRILLE SIM CD 15-6" T.O. STOREFRONT 1'-9" 2'-3" 4'—O" 0'-0" FIN. FL. 2 STOREFRO\T SECTIO\ @ OPE\ING & SIGN 3 4 = 1 —0 NO EXPOSED SCREWS ALIGN SEAMS WITH GLASS SEAMS, MINIMIZE SEAMS AS MUCH AS POSSIBLE 6 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. METAL CLADDING JOINT DETAIL 6"" = 1 —0 DATE DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL Atik 12'-0" CEILING AS SCHED. METAL FRAMING, REFER TO STRUCTURAL LANDLORD BULKHEAD TO REMAIN. 5/8" GYP. BD., PAINT HSS - REFER TO STRUCTUR 3-5/8" 18 GA. VERTICAL STUDS AT 16" O.C. ATTACH TO STRUCTURE ABOVE 5/8" GYP BD. BUILD OUT (SEE PLAN) L P1 METAL FRAMING, REFER TO STRUCTURAL 1.0 I MT1 3-5/8" METAL STUDS FOLDING GRILLE CD 15'-6" T.O. STOREFRONT 4'-0" 0'-0" FIN. FL. 3 STOREFO\T SECTION @ GRILLE POC <ET 3 4 = 1 —0 METAL STUD FRAMING LEASE UNE N 3/4" BLACK METAL REVEAL G.C. TO PATCH AND REPAIR NEUTRAL PIER AS REQUIRED x-SCREWSTO BE PAINTED TO MATCH ADJACENT SURFACES 4 NO EXPOSED SCREWS 7 NEUTRAL PIER CONDITION 6" = 1'-0" FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL PROJECT AREA BREAKDOWN METAL FRAMING F.R.T. WOOD BLOCKING AS REQUIRED ENURE LENGTH OR TRACK InND CLOSURE UNE AND TRACK CENTERUNE 153 IIEAD TRACK, FASTEN PER STRUCTURAL DRAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER 8 TRACK AT SLIDING GRILLE 3" = 1'-0 SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 LLJ LW PROTO VERSION 04.13.2015 09/13/17 STORE #a7 SPACE X718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA STOREFRONT SECTIONS 5/8" GYP. BD. v..,�...,..,...,..,.,,..,�„.,.............�..,.,,�...m. ,�....,.,,W..,,.,.......,.,m,a::y:.;...,,.:..:,.,,.J...,.<,S..,..:�.,�,::;r;,.,:..:�;.,..W.,,..,...,�,,.....,.,,�....,.,,W..._.,.,,..�...,.�.,.,..,W..,,....,...:_.;�.,,....,,.,,.,,..n.,,.v..,,..,.,,..ti._.,...,..,.,�:.:;.,,:�...y�,W.,.,,.,,�,..._,,......_,,......s.........,,.......,,.,�.,,..,..,�:�;.,,..�..,.,,....�.»y.�,.,,.,W.,.,,.W..,�,.,....,_,.,...._�....,.,.,.....,,�_ FOLDING GRILLE TRACK UNE; SEE A010 FOR SPECIFICATION GRILLE CLOSET DOOR; SEE A010 FOR SPECIFICATION 1/2 FURRING CHANNEL 5/8" GYP. BD. OVER METAL STUD FRAMING LEASE UNE 3-5/8” 16 GA. METAL STUDS 0 16" O.C. 5/8" GYPSUM BOARD 3/4" BLACK METAL REVEAL -5/8" GYPSUM BOARD 3-5/8" 16 GA. METAL STUDS 0 16" Q.C. F.R.T. WOOD BLOCKING P4) BEHIND SIGN OPENING, MIN 1' IN ALL DIRECTIONS OR WAN 3" OF EDGE OF SOFFIT SLIDING GRILLE CLOSET PLAN 1/2" F.R.T. PLYWOOD BETWEEN STUDS BEHIND SIGN 3-5/8" METAL STUDS 0 16" 0.C. 1/2" F.R.T. PLYWOOD F.R.T. WOOD BLOCKING #12 X 2" LG. PHILLIPS HEX HARDENED TAPPING SCREWS METAL DOOR LATCH SIDE METAL DOOR HINGE SIDE F.R.T. WOOD BLOCKING LEASE UNE SUSPENDED GYPSUM BOARD CEILING, SEE RCP FOR FINISH 1/2" F.R.T. PLYWOOD INSIDE GRILLE CLOSET, PAINT P2 METAL GRILLE CLOSET DOOR NOT USED EXTEND MALL FINISH TO STOREFRONT; - COORDINATE MTh MALL'S TENANT COORDINATOR REGARDING SPECIFICATION AND LAYOUT PRIOR TO COMMENCEMENT OF WORK IvETAL CLADDI\G WALL SECTIO\ NO EXPOSED SCREWS HEADER ABOVE SIGN 5/8" GYP. BD. 1/2 FURRING CHANNEL F.R.T. WOOD BLOCKING BEHIND SIGN OPENING, MIN 1' IN ALL DIRECTIONS OR W/IN 3" OF EDGE OF SOFFIT 1/2" F.R.T. PLYWOOD BETWEEN STUDS BEHIND CORNERS TO BE BENT NOT CUT IN FIELD. F.R.T. WOOD BLOCKING 5/8" GYP. BD. OVER 3-5/8" METAL STUD FRAMING REVIEWED FOR =BODE COMPLIANCE " , APPROVED OCT 0 4 2017 RECEIVED CITY OF TUKWILA 5/8' PAINTED GYP. BD. OVER METAL STUD FRAMING ALIGN SEP 2 0 2017 PERMIT CENTER LEASE UNE NO EXPOSED SCREWS METAL CLADDING STOREFRONT OPENING DETAIL © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. NOT USED NOT USED NOT USED DATE DESCRIPTION 09 13/17 LY LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL RECdSTRA1ION SEAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND . HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM 170237 LLJ PROJECT NO: DRAWN BY: CHECKED BY: STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA PROTO VERSION 04.13.2015 ;09/13/17 STOREFRONT DETAILS 25-716" LEASE LINE 18'-10" LEASE LINE 78'-7" LEASE LINE LEASE LINE HALLWAY BREAK ROOM ELECTRICAL STOCK ROOM CASHWRAP SEE A311 SEE A310 MANAGER'S OFFICE TOILET ROOM ENTRY 101 SALES ALTERATIONS FITTING ROOMS 105 GRILLE CLOSET SEE A311 BACK OF HOUSE = 18'-516" FOR DETAILED WALL DIMENSIONS, SEE A310 -A311 2 OVERALL FLOOR PLAN TAPEABLE CASING BEAD AT ALL SIDES OF CABINET FIRE EXTINGUISHER CABINET, SEE GN100 FOR SPECIFICATIONS; PAINT TO MATCH ADJACENT PARTITION PLAN 4'-0» A.F.F. Abu ag CENTER OF CAB. LIN -VINYL SIGN APPLIED OVER gC DOOR ON 20 ELEVATION NOTE: ANY FIRE EXTINGUISHER CABINET INSTALLED IN SALES AREAS OR FITTING ROOMS TO BE FULLY RECESSED EVEN IF NOT SHOWN ON THE ORIGINAL DRAWINGS AND ADDED AT THE REQUEST OF THE FIRE MARSHAL 1. SEE SHEET GN100 FOR GENERAL NOTES. 2. SEE SHEET A010 FOR DOOR SCHEDULE. 3. G.C. TO BRING FLOOR FINISHES TO PERIMETER, WITHIN WALL NICHES, UNDER PERIMETER WALL FIXTURES, TYP. 4. ALL NEW WALL CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. 5. ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. FIRE EXTINGUISHER CABINET; PAINT TO MATCH ADJACENT PARTITION TAPEABLE CASING BEAD AT ALL SIDES OF CABINET FIRE EXTINGUISHER CABINET DETAILS GENERAL \OTES NOT TO SCALE U PORTABLE FIRE EXTINGUISHER- WALL MOUNTED O PORTABLE FIRE EXTINGUISHER -CABINET- SEE DETAIL 2/A300 OEXISTING EXTERIOR DOOR TO BE SEALED IN PLACE. PROVIDE FURRING FOR FLUSH FINISH WITH ADJACENT WALL AT INTERIOR, SEE A311. SECTION 1-1/2" = 1'-0 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. I KEY NOTES NOT TO SCALE 09/13/17 PERMIT SUBMITTAL REVS DATE DESCRIPTION NAME NOT USED b 17 0.2_ 3 CODE APPRO OCT 0 4 2017 IEWED FOR PLIANCE RECEIVED CITY OF TUKWILA SEP 202017 IT CENTER City of Tukwila BUILDING DIVISION FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PI -I. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL REGISTE ARCHITE FREDERICK J. GOR/ A STATE OF WASHIH;TON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: LW PROTO VERSION 04.13.2015 09/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA OVERALL FLOOR PLAN r 101 102 W MT1 B - F MALL T1LE/F1 C C1,P1 SALES 103 102 W P1 B B1, B3 F F2 C C1,P1 GRILLE CLOSET SEE SHEET A010 FOR FINISH LEGEND SEE SHEET A320 FOR PARTITION TYPES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER City of Tukwila BUILDING DIVISION 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. REGSTRATION SEAL 9/1317 PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV DATE I DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com OtRICK J. GOG i A STATE OF WASHIN ! ON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM . PROJECT NO: 170237 DRAWN BY: LLJ CHECKED BY: LLJ PROTO VERSION 04.13.2015 109/13/17 STORE #s7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FLOOR PLAN (FRONT) 102 W M2,P2 B - F F5 C M2,P2 SEE SHEET A010 FOR FINISH LEGEND SEE SHEET A320 FOR PARTITION TYPES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER City of Tukwila BUILDING DIVISION 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. REGSTRATION SEAL 9/1317 PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV DATE I DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com OtRICK J. GOG i A STATE OF WASHIN ! ON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM . PROJECT NO: 170237 DRAWN BY: LLJ CHECKED BY: LLJ PROTO VERSION 04.13.2015 109/13/17 STORE #s7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FLOOR PLAN (FRONT) HALLWAY BREAK ROOM 106 W P1,W2 B B2 F F4 C C2 BREAK ROOM ELECTRICAL 108 W P1 B B2 F F4 C C2 ELECTRICAL STOCK ROOM CASH WRAP 112 W P1 B - F F5 C C2 STOCK ROOM CASH WRAP MANAGER'S OFFICE 104 W P1 B B1 F F2 C j C1,P1 MANAGER'S OFFICE TOILET ROOM 107 109 W P1 B 62 F F4 C C2 TOILET ROOM 107 W P1,W1 B - F F6 C C2 SEE SHEET A010 FOR FINISH LEGEND ALTERATIONS 111 W P1 B B2 F F4 C C2 FITTING ROOMS SEE SHEET A320 FOR PARTITION TYPES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2011 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE 09/13/17 09/13/17 PERMIT SUBMITTAL DESCRIPTION LANDLORD REVIEW REtVSTRATION SEAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV; DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com .11 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: LLJ PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FLOOR PLAN (BACK) A311 105 W C1,P1 B B1 F F2 C C1,P1 SEE SHEET A320 FOR PARTITION TYPES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2011 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE 09/13/17 09/13/17 PERMIT SUBMITTAL DESCRIPTION LANDLORD REVIEW REtVSTRATION SEAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV; DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com .11 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: LLJ PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED FLOOR PLAN (BACK) A311 NOT USED NOT USED NI 4 NOT USED © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. PROVIDE UNISTRUT P3000 WITH EYE HOLE BOLTS OVER JOIST TOP CHORDS. PLACE INSIDE DECK FLUTE SPACE AS REQUIRED FOR MAX 4'-0" O.C. WIRE HANGER CONNECTION u+ + JOIST TOP CHORD 7- USE CUPS AT UNISTRUT OR 1' WELD 3-5/8' M.S. BRACE AT 4'-O" O.C. WITH (2) #10 SCREWS EACH CROSSING 3-5/8" M.S. BRACE AT 4'-0" O.C. WITH (2) #10 SCREWS EACH CROSSING 3-5/8" 18 GA. M.S. DIAGONAL BRACING AT 4'-0" O.C. ALTERNATE DIRECTION WITH (2) #10 SCREWS EACH END ATTACHING TO UNISTRUT/WALL STUDS 3-5/8" 18 GA. M.S. DIAGONAL BRACING AT 4'-0" O.C. ALTERNATE DIRECTION WITH (2) #10 SCREWS EACH END ATTACHING TO UNISTRUT/WALL STUDS 3-5/8" 18 GA. VERTICAL STUDS AT 24" O.C. ATTACH TO TRACK W/ (2) #10 SCREWS 3-5/8" METAL TRACK 18 GA. WITH HIL11 XU TYPE FASTENERS AT 18" O.C. (TYP.) PER ICC ESR# 2269 1 STUD WALL BRACI\G 1" = 1'-0., 1. BASE NOT REQUIRED WHEN WALL DISPLAY FIXTURE IS PLACED IN FRONT OF WALL 2. REFER TO FLOOR PLANS FOR EXTENT OF WALL 3. WATER RESISTANT GYP BD. SHALL BE USED FOR ALL WALLS NEAR PLUMBING FIXTURES OR WATER RELATED EQUIPMENT. 4. ALL PENETRATIONS IN FIRE RATED WALLS AND PARTITIONS SHALL BE FIRE STOPPED WITH APPROVED MATERIALS. 5. ALL PARTITIONS THAT CONTAIN ACOUSTICAL BATT INSULATION SHALL BE CONSIDERED °ACOUSTIC PARTITIONS" AND SHALL CONFORM TO ACOUSTIC REQUIREMENTS ON THIS SHEET & IN SPECIFICATIONS. A CHASE WALL THAT HAS AT LEAST ONE SIDE ACOUSTIC SHALL BE TREATED AS AN ACOUSTIC PARTITION FOR BOTH SIDES. A. THICKNESS OF ACOUSTIC BATT SHOULD BE ACCORDING TO STUD SIZE (E. FOR A 4" STUD, USE 3" BATT; FOR A 6" STUD, USE 5' BATT, ETC.) B. ALL ACOUSTIC PARTITIONS SHALL BE CAULKED AT PERIMETER AND AT ALL PENETRATIONS WITH ACOUSTIC SEALANT. C. IN ACOUSTICAL PARTITIONS CONTAINING TWO ROWS OF STUDS, NO TRADES WORK SHALL FORM A MECHANICAL CONNECTION BETWEEN THE ROWS (THE ACOUSTICAL RATING DEPENDS ON THE INDEPENDENCE OF EACH ROW OF STUDS). MAINTAIN A MINIMUM 1' GAP BETWEEN ROWS OF STUDS, U.O.N. D. ACOUSTICALLY PROTECT ALL PENETRATIONS THROUGH ACOUSTIC WALLS. 6. REFER TO INTERIOR ISOMETRICS AND ELEVATIONS FOR FINISHES APPLIED OVER PARTITION ASSEMBLIES. 7. FOR PARTITIONS WITH TILE OR VINYL PANELS APPLIED, USE WATER RESISTANT GYPSUM BOARD. G E\ E RAL NOTES " U.O.N. HOLLOW METAL FRAME DOOR; SEE DOOR SCHEDULE HEAD 1 LAYER OF %" TYPE "X" GYP. BD. AT FIRE -RATED WALLS 1 LAYER OF %" TYPE "X" GYP. BD. AT FIRE -RATED WALLS BOXED METAL STUDS "Z" ANCHOR CUP SOLID GROUT DOOR FRAME AT RATED ASSEMBLY HOLLOW METAL FRAME DOOR; SEE DOOR SCHEDULE SURFACE FACING DRYWALL SCREWS ARE NOT ACCEPTABLE MEANS OF ATTACHMENT. NO VISIBLE SEAMS OR SCREW ON SALES SIDE OF DOOR/FRAME 5 TYPICAL DOOR DETAIL 3" = 1 '-0" DATE I DESCRIPTION ..,291.13/17 i LANDLORD REVIEW 09/13/17 EV DATE PERMIT SUBMITTAL ADJACENT TENANT OR CORRIDOR GYP. BOARD TO RUN 6" ABOVE CEILING AS CEILING RE SCHEDULED, SEE A400 FOR INFO r EXIST. DEMISING WALL UNI QLO ATCH, FLOAT, O? REPLACE GYPSUM BOARD ON DEMISING WALL WHERE GYPSUM BOARD IS DAMAGED UNSIGHTLY OR MISSING FOR "LIKE -NEW" FINISH SURFACE. TAPE/CAULK AS REQUIRED TO MAINTAIN FIRE RATING BASE AS SCHEDULED FINISHED FLOOR EXISTING DEMISING WALL 1 HOUR RATED EXISTING DEMISING WALL 1 HOUR RATED (NO CEILING) EXISTING DEMISING WALL 1/2 PLYWOOD COVERED BY 5/8" GYP BD. OVER EXISTING DEMISING WALL SEE PLAN BRACE TO EXISTING CONSTRUCTION AT TOP CEILING AS SCHEDULED, SEE A400 FOR INFO NEW 3-5/8° METAL STUDS (20 GA.) AT 16" O.C. WITH 5/8" GYP. BOARD BY G.C. BRACE TO EXISTING CONSTRUCTION AT MIDPOINT EXISTING DEMISING WALL TO REMAIN FINISHED FL 2R 3-5/8" (20 GA.) METAL STUD DIAGONAL BRACING TO STRUCTURE AT 4'-0" O.C. II I ALTERNATE DIRECTION. SEE DETAIL 1/A320 (4) #8 TEK SCREWS GYP. BOARD TO RUN 6" ABOVE CEILING TILE -3-5/8" METAL TRACK, 18 GA. WITH HILT] XU TYPE FASTENERS @ 18" O.C. TYP. PER ICC ESR # 2269 TYP. FURRED WALL © DEMISING WALL STOCK ROOM FINISHED FLOOR F EXISTING DECK TOP TRACK ATTACHED TO DECK W/ 2 #8 SCREWS 6" 18 GAUGE SUP TRACK SCREW 6° STUD TRACK TO SUP TRACK USING #10 SCREWS 0 18" O.C. 6' 18 GAGE METAL STUD TRACK 6" METAL STUDS (GAUGE VARIES - SEE SCHEDULE) 16" O.C. WITH 5/8' TYPE 'X" GYP. BD. ON BOTH SIDES TO DECK ABOVE 5/8" TYPE "X" GYP. BD. SEE ALTERNATIVE ATTACHMENT (UNISTRUT) IN MODEL SPACE. USE WHEN UNABLE TO ATTACH TO DECK i ATTACH IVE\T DETAIL 3" = 1'-0" DECK ABOVE 3-5/8" 20 GA. METAL SLIP TRACK REFER TO DETAIL 2/A020 (4) #8 TEK SCREWS GYP. BOARD TO RUN 6" ABOVE CEILING TILE ATTACH HANG WIRES TO STRUCTURE ABOVE CEILING AS SCHEDULED, SEE A400 FOR INFO NEW WALL TO BE 3-5/8" (20 GA.) METAL STUDS AT 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES. GYPSUM BOARD TO DECK ON STOCK ROOM SIDE. BASE AS SCHEDULED FINISHED FLOOR L3-5/8" METAL TRACK, (18 GA.) WITH HILTI XU TYPE FASTENERS AT 18" O.C. PER ICC ESR # 2269 HEIGHT INTERIOR PARTITION FINISHED FLOOR 3-5/8" (20 GA.) METAL STUD DIAGONAL BRACING TO STRUCTURE AT 4'-0" O.C. ALTERNATE DIRECTION. SEE DETAIL 1/A320 ATTACH HANG WIRES TO STRUCTURE ABOVE CEILING AS SCHEDULED, SEE A400 FOR INFO EW WALL TO BE 3-5/8" (20 GA.) METAL STUDS AT 16" O.C. W/ 5/8" GYP. BD. ON BOTH SIDES BY G.C. AT MANAGER'S OFFICE, ADD ONE LAYER " F.R.T. PLYWOOD BENEATH " GYPSUM OARD AT WALL DESIGNATED ON A540 FOR EQUIPMENT MOUNTING. 5/8" GYP. BD. AT PARTITION TYr ^ '4A' - 5/8" GYP. BD. ON SIDE OF WALL (VOID AT OPPOSiT'- W'OE) 3-5/8" METAL TRACK, (18 GA.) WITH HILTI XU TYPE FASTENERS AT 18" O.C. PER ICC ESR # 2269 BASE AS SCHEDULED FINISHED FLOOR FULL HEIGHT INTERIOR PARTITION FULL HEIGHT INTERIOR PARTITION (NO GYPSUM BOARD VOID AT OPPOSITE) FULL HEIGHT INTERIOR PARTITION 1/2 PLYWOOD COVERED BY 5/8" GYP BD. OVER METAL STUDS AT MANAGERS ROOM SIDE (4) #8 TEK SCREWS GYP. BOARD TO RUN 6" ABOVE CEILING TILE FINISHED FLOOR 3-5/8" (20 GA.) METAL STUD DIAGONAL BRACING TO STRUCTURE AT 4'-0" O.C. ALTERNATE DIRECTION. SEE DETAIL 1/A320 ATTACH HANG WIRES TO STRUCTURE ABOVE CEILING AS SCHEDULED, SEE A400 FOR INFO NEW WALL TO BE 6" (20 GA.) METAL STUDS AT 16" O.C. WI 5/8" GYP. BD. ON BOTH SIDES BY G.C. /8" GYP. BD. AT PARTITION TYPE '5A' - 5/8" GYP. BD. ON ONE SIDE OF WALL (VOID AT OPPOSITE SIDE) r BASE AS SCHEDULED FINISHED FLOOR ' METAL TRACK, (18 GA.) WITH r: XU TYPE FASTENERS AT 18" O.C. '- ICC ESR # 2269 6" FULL HEIGHT PARsi 7 iON 6" FULL HEIGHT PARTITION (NO GYPSUM BOARD VOID AT OPPOSITE) PARTITION TYPES 77-2" = 1 -0 SEE A300 SHEETS FOR LOCATIONS �ta CMU BLOCK CAULK ENTIRE PERIMETER, BOTH SIDES HOLLOW METAL FRAME GROUTED FULL EXISTING OVERHANG 9'-11" A.F.F. REFER TO PLAN ti EXIST. MASONRY WALL PAINT EXTERIOR BLACK TO MATCH EXISTING EXTERIOR DOORS CMU BLOCK LINTEL GROUTED FULL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 20i1 CAULK ENTIRE PERIMETER, BOTH SIDES OF GAP RECEIVED CITY OF TUKWILA HOLLOW METAL FRAME GROUTED FULL SEP 202017 PERMIT CENTER h ID c3 6 \EW REAR OPENING 1 /2" = 1 DOOR DETAIL AT MASONRY WALL RECVSTRATION SEAL DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTER ARCH IT REDERICK J. GO F IA STATE OF WASHII, TON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG PROTO VERSION 04.13.2015 09/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA PARTITION TYPES + DETAILS LEASE UNE G.C. TO INSTALL CIO AT ENTRY ALIGN GROUT JOINTS WITH EXISTING MALL TILE AT ENTRY EXISTING MALL 11LE, PATCH AND REPAIR AS MAY BE REQ'D aFMni G.C. TO INSTALL F2 TO Fl TO MALL START FLOOR PATTERN WITH FULL TILE, ALIGN GROUT UNE WITH CENTER UNE OF ENTRY SEE SALES AREA AND FITTING ROOM INTERIOR ELEVATIONS FOR WALL FINISH SEE BACK OF HOUSE INTERIOR ELEVATIONS FOR WALL FINISH FINISH FLOOR; SEE ENLARGED FLOOR PLANS FOR FINISHES -FINISH FLOOR; SEE ENLARGED FLOOR PLANS FOR FINISHES E\TY TILE LAYOUT PLAN F4 TO F6 (WET AREA) SCALE: 6" = 1'-0" ;ASE DETAILS DOOR FRAME FRAME, SEE A010 LINE OF DOOR DOOR FRAME UNE OF DOOR THRESHOLD SET w/ EXP. BOLTS IN FULL BED OF MASTIC •iQ N� REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER NOT USED EXTERIOR ADA TRANSITION AT WALK OFF MAT WAL< OFF CARPET TRANSITION EXTERIOR ADA TRANSITION 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION ,._9,9113/17 LANDLORD REVIEW 09L13,!17 I PERMIT SUBMITTAL REVDATE DESCRIPTION REGISTRATION SEAL NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REDERICK J. G0G STATE OF WASHIN PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SMS PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG LU PROTO VERSION 04.13.2015 09/13/17 STORE say SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA FLOORING AND BASE DETAILS HALLWAY 106 BREAK ROOM 60.------ - - idif i-- ___ IlIMI11MM■IIIIIMM1I margintIMMIUMEMMINI MEI Ening -11-111111111111 AMI ENNUI " UMirniMill I — — STOCK ROOM ELECTRICAL CASHWRAP SEE A410 A420 MANAGER'S OFFICE TOILET ROOM SALES ALTERATIONS GRILLE CLOSET FITTING ROOMS NOTE: REFER TO SHEET M200 FOR FIRE SPRINKLER SPECIFICATION REVIEWED FOR CODE COMPLIANCE APPROVED OCT O4 2 i7 OVERALL DEFLECTED CEILI\G PLAN HANGER WIRE 6" LED WHITE DOWNLIGHT 6" LED WHITE DOWNLIGHT 6" LED WHITE DOWNLIGHT SPEAKER HANGER ALLOWABLE WIRE TENSION HANGER WIRES PENDANT MOUNT SPEAKER ACCESS PANEL 4' LED STRIP WITH ACRYLIC LENS El, E2 & 4' LED LIGHTBAR EXHAUST FAN 6" LED ADJUSTABLE WHITE DOWNUGHT 6" LED ADJUSTABLE WHITE DOWNUGHT 6" LED ADJUSTABLE WHITE DOWNUGHT EXIT SIGNS, SEE ELEC FOR TYPE SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER 2 HEAD EMERGENCY LIGHT W/ BATTERY 6"x6" 2 HEAD RECESSED EMERGENCY I IGHT W/ BATTERY NAVUTE EXIT & EMERGENCY UGHT ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6-17) and the additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less than 2.0 -in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3/4 -in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 ft2 (92.9 m2), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. Seismic Separation Joint Requirements: For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling unless analysis are performed of the ceiling bracin€ system, closure angles and penetrations provide sufficient clearance. Sprinkler Head Requirements: For ceilings without rigid bracing, sprinkler heat penetrations shall have a 2 inch oversize ring, sleeve of adapter through the ceiling tile to allow free movement of al least 1" in all direction. Interior Wall Partitions: All partitions 6 feet or greater in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. Bracing shall be spaced to limit horizontal deflection at the partition head tc be compatible with ceiling deflection requirements. I -1O# 225# 500# MAIN RUNNER GROSS RUNNER LOCKING CLIP TO FASTEN CROSS RUNNER TO MAIN RUNNER 1. REFER TO MEP FOR SPECIFICATIONS. RECESSED UGHT COMPRESSION PIPE STRUT - RUN TIGHT TO STRUGT. SIZE PER SCHEDULE, 6" SHORTER THAN DISTANCE FROM CEILING GRID TO SUPPORTING STRUCTURE. SECURE SUPPORT WIRES TO EXISTING STRUGT. OR STUD INF ILL. GOMPRE5510N PIPE STRUT - SEE SCHEDULE FOR SIZE. STRUT TO FIT TIGHT BETWEEN BOTTOM OF STRUCTURE AND TOP OF MAIN T -BAR. PROVIDE STRUT AT EACH LOCATION OF SPLAYED WIRES. 1. SEE SHEET GN100 FOR REFLECTED CEILING PLAN GENERAL NOTES. VERTICAL HANGER WIRE @ 48" O.G. ALONG FRAMING - SIZE PER NOTE I OR NOTE 2 GOMPRE5510N PIPE STRUT - BUTT TIGHT TO CEILING GRID, 1'-0" LONG. SIZE LARGE ENOUGH TO SLIP OVER STRUT ABOVE. #10 16 SELF -TAPPING TEK SCREW. FASTEN BOTH COMPRESSION PIPE STRUTS TOGETHER AFTER SECURING HANGER WIRES. ASSEMBLED STRUTS TO FIT TIGHT BETWEEN STRUCTURE 8 CEILING GRID. CONT. HORIZ. STRUT TO 2"(MIN) WALL TRIM (2" MIN HORIZONTAL LEG ON PERIMETER ANGLE) PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED LAY—IN CEILING DETAIL © WALL HANGER WIRES NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM G 655, ASTM G 636, ASTM E 580 SECTION 5 HANGERS FOR SUSPENDED CEILING SHALL BE #12 WIRE AT CEILINGS WEIGHING 4 P5F OR LESS, OR #10 WIRE AT CEILINGS WEIGHING 6 PSF OR LESS FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED hi I/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH A5 POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. 60 LBS.) OR, GROSS -FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 U.S. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, USE A 2" OVERSIZED RING, SLEEVE OR ADAMItR THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT GAN ACCOMMODATE I" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 45° SPLAY WIRE BRACING IN (4 COMPRESSION DIRECTIONS) ALL SPLAY WIRES PIPE STRUT CONNECTED TO MAIN RUNNER GROSS RUNNER M SPLICE 5/8" GYP. BD. CEILING ON FURRING TEES ® 4'-0" O.G. SUSPENDED GYP. BD. CEILING DETAIL © WALL COMPRESSION PIPE STRUT SIZE SCHEDULE (BASED UPON L/R<200 RIGID 12'-a" ETAL O.G. •NDUIT ' X. 3'-0" 80 6'-0" MAX O.G. 7'-0" 1 1/2° x 20 G.A. l-0" 0.4 2° x 20 G.A. " 2 1/2" x 16 G.A. 14'-6" MAX. LAY B RO55 ' AGE WI NER muuunuunumuuunuuunuuunuuunuuuuuuuuuuuuununuuu 1. REFER TO MEP FOR SPECIFICATIONS. RECESSED UGHT COMPRESSION PIPE STRUT - RUN TIGHT TO STRUGT. SIZE PER SCHEDULE, 6" SHORTER THAN DISTANCE FROM CEILING GRID TO SUPPORTING STRUCTURE. SECURE SUPPORT WIRES TO EXISTING STRUGT. OR STUD INF ILL. GOMPRE5510N PIPE STRUT - SEE SCHEDULE FOR SIZE. STRUT TO FIT TIGHT BETWEEN BOTTOM OF STRUCTURE AND TOP OF MAIN T -BAR. PROVIDE STRUT AT EACH LOCATION OF SPLAYED WIRES. 1. SEE SHEET GN100 FOR REFLECTED CEILING PLAN GENERAL NOTES. VERTICAL HANGER WIRE @ 48" O.G. ALONG FRAMING - SIZE PER NOTE I OR NOTE 2 GOMPRE5510N PIPE STRUT - BUTT TIGHT TO CEILING GRID, 1'-0" LONG. SIZE LARGE ENOUGH TO SLIP OVER STRUT ABOVE. #10 16 SELF -TAPPING TEK SCREW. FASTEN BOTH COMPRESSION PIPE STRUTS TOGETHER AFTER SECURING HANGER WIRES. ASSEMBLED STRUTS TO FIT TIGHT BETWEEN STRUCTURE 8 CEILING GRID. CONT. HORIZ. STRUT TO 2"(MIN) WALL TRIM (2" MIN HORIZONTAL LEG ON PERIMETER ANGLE) PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED LAY—IN CEILING DETAIL © WALL HANGER WIRES NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM G 655, ASTM G 636, ASTM E 580 SECTION 5 HANGERS FOR SUSPENDED CEILING SHALL BE #12 WIRE AT CEILINGS WEIGHING 4 P5F OR LESS, OR #10 WIRE AT CEILINGS WEIGHING 6 PSF OR LESS FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED hi I/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH A5 POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. 60 LBS.) OR, GROSS -FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 U.S. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, USE A 2" OVERSIZED RING, SLEEVE OR ADAMItR THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT GAN ACCOMMODATE I" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 45° SPLAY WIRE BRACING IN (4 COMPRESSION DIRECTIONS) ALL SPLAY WIRES PIPE STRUT CONNECTED TO MAIN RUNNER GROSS RUNNER M SPLICE 5/8" GYP. BD. CEILING ON FURRING TEES ® 4'-0" O.G. SUSPENDED GYP. BD. CEILING DETAIL © WALL COMPRESSION PIPE STRUT SIZE SCHEDULE (BASED UPON L/R<200 SIZE MAX. HEIGHT 3/4" x 22 G.A. 3'-0" 1° x 20 G.A. 5-0° 1 1/4" x 20 G.A. 7'-0" 1 1/2° x 20 G.A. 8'-6" 2° x 20 G.A. 11'-6" 2 1/2" x 16 G.A. 14'-6" 3" x 16 G.A. 17'-3" ACOUSTICAL TILE AND GRID CEILINGS: HANGER WIRES AT CEILINGS WEIGHING 4 PSF OR LESS LATERAL SUPPORTS TO BE PROVIDED BY (4) #12 G.A. WIRES SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART, CONNECTED TO MAIN RUNNER AT AN ANGLE OF 45 DEGREES FROM PLANE OF CEILING. LATERAL SUPPORT POINTS TO BE 12'-0° O.C. EACH WAY STARTING NO MORE THAN 4'-O° FROM WALLS IN EACH DIRECTION. PROVIDE #12 G.A. HANGER WIRES 0 4'-0" O.C. EACH WAY SUPPORTING MAIN AND CROSS RUNNERS. PERIMETER WIRES TO BE NO FURTHER THAN 8" FROM WALLS. DRYWALL PANEL CEILINGS: HANGER WIRES AT CEIUNGS WEIGHING 6 PSF OR LESS LATERAL SUPPORTS TO BE PROVIDED BY (4) #8 G.A. WIRES SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART, CONNECTED TO MAIN RUNNER AT AN ANGLE OF 45 DEGREES FROM PLANE OF CEILING. LATERAL SUPPORT POINTS TO BE 12'-O" O.C. EACH WAY STARTING NO MORE THAN 4'-0" FROM WALLS IN EACH DIRECTION. PROVIDE #10 G.A. HANGER WIRES 0 4'-0" O.C. EACH WAY SUPPORTING MAIN AND CROSS RUNNERS. PERIMETER WIRES TO BE NO FURTHER THAN 8" FROM WALLS. RECEIVED TV nr TUKVVILA REFLECTED CEILING PLAN LEGEND SEISIV IC BRAC \G AT SUSPENDED CEILING NOT TO SCALE SEP 202017 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE 09/13417 09/13/17 THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. REGETRATION SEAL DESCRIPTION FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT1,826 SF 169.6 SM TOTAL 10,008 SF w w 929.7 SM PROJECT NO: 170237 DRAWN BY: LU CHECKED BY: LW PROTO VERSION 04.13.2015 09/13/17 STORE #a7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA OVERALL REFLECTED CEILING PLAN I . ) I a ® 0 e 0 _IN co ® 0 a e 0 ® 0 ® kk ®'� % Y 3. \X I .- 16'-0" _ I 16'-0".1 X 7'-qn1 i ! 4;�:• WAP Le 0 ® ® I 0 ® ® ® 0 0 0 0 0 -i— H m 0 1- H 0 0 p i 3:•.\^J:^\:o RCi: SA£::C:i•�`SC`' • :. i. rir iii,. c'10'-25" 24'-0" ® ,.,.,-.., 8 ' .,. 1 1 IDN 0 0 0 0 ENTRY f'- . 0 101 1 _.., ,.. 11-6 C1,P1 ,zi- Q 0 0 9'-10" 0 0 2-'-0 0 0 12'-5- I_ / U Q W0 / 0 / 0 0 0 0 0 �1'-4"/ 1 UO SALES 3 ® \ ® ® ® ® ® ® O 1 0 ( I 0 103 ® 0 "'CV � - 12'-0" P1 I L :- 3. I •, :,,,,,.::..,..,, .,............ .............. ..»...,,»,»,.. CV .....,.,,,..,.. ...,,,,....,., 0 .,,,...,».,,, ,......»,.,,,. _._ z ..._ i 0 9 0 0 0 ® -CV O ® ............... ...... E .. .....-i: .... .: ..... :: .. ..: .. N CV I AP #4 • GRILLE r — ,._,.,.._.... _„»»_ WAP CLOSET D ® 0 0 ® ® ,102 11-6 142,p2 2 2 ^ : r r%�oo � - 8 3 I -42 -52 3 8 ' e®e / ® e®a e ® a ® ® '' FOR LIGHT LOCATIONS, SEE A420 I0 - 0 i , 1 F40\TonREFLECTED CEILI\G PLAN ..»»»»..»».»,»...�»».»�.»».�.».».»»».»»,�».»».»,»»».�.».. �.. .�.�.»,»»»�.. SYMBOL TYPE DESCRIPTION SYMBOL �...... msawnoN »». »�,,,»»��» • BD1 6” LED WHITE DOWNUGHT O SPEAKER 9 BD5 6" LED WHITE DOWNUGHT © PENDANT MOUNT SPEAKER 0 BD6 6" LED WHITE DOWNUGHT r>1 ACCESS PANEL Fl 4' LED STRIP WITH ACRYLIC LENS F2 EXHAUST FAN 4' LED UGHTBAR ii O WD6 6" LED ADJUSTABLE WHITE DOWNUGHT 0 PD2 6" LED ADJUSTABLE WHITE DOWNUGHT SUPPLY AIR DIFFUSER 0 PD3 6" LED ADJUSTABLE WHITE DOWNUGHT El, E2 & E6 EXIT SIGNS, SEE ELEC FOR TYPE RETURN AIR DIFFUSER vREVIEWED FOR ��®E COMPLIANCE !, EM1 2 HEAD EMERGENCY LIGHT W/ BATTERY APPROVED EM2 6"x6" 2 HEAD RECESSED EMERGENCY I IGHT W/ RATTFRY NOTES: OCT 011 4 p EM3 NAVUTE EXIT & EMERGENCY LIGHT 1. REFER TO MEP FOR SPECIFICATIONS. 0 ETE RECESSED LIGHT City ®f Tukwila BUILDING DIVISION RECEIVED • CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER b 17 025 1 REFLECTED CEILING PLAN LEGEND Q 2015 ARCVISION, INC DATE DESCRIPTION D REGISTRATION SEAL • _,._...__..._._ _,,.. PROJECT AREA BREAKDOWN NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. 09213 17 LANDLORD REVIEW 2 J. FREDERICK J GOGLIA SALES 8,182 SF 760.1 SM xr STORE #87 09/13/17 PERMIT SUBMITTAL _�. 1-�� _. �� ��. » » ww _ »»�» .� "."�"�. 6897 REG1STE � � r U 26 SF 69 6 SM SUPPORT 18 13 t: .:. il r f , $. _ .::i::::yz . i , ::. SPACE #718 THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. .. � NAME DESCRIPTION- REV DATE P i .,...-.., o .,..., i.,,,»..»..........................................•...•....,.... ,,,,....,..,,......,.....,...,,,,.„»,..-......-.-,.....r..._,_......--...-. I I ---- ARCHITECT NCARB RDI ARUM= 0 O , . � , X50 CRAIG ROAD, SUITE 300 ST. LOUIS, M 63146 •TAL 10 008 SF 929.7 SM ,.,.:.a,:.r ..ni.,,. »,,: .., ...::W.»:<:a:..:...:,. yr....,,:::-�:..xyr,:S::��.,<:,.v.:�:...:: .::.r.<�..:,:,:.,::z�:;:;; ,: y>> ..,:.:.: ..:..:.v.....,...a,.a :.>.r.::: :r...:.:..y,.. :=,r..:.:.;.;;ry,::><..::<:.;n..,K.Z<�a.��>.,,.3;�1.,:,�:,.::.;,.:3.iy { 3 WESTFIELD SOUTHCENTER A410 FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. _ �. =._.____..,,.»»......,..._._..,,..._...__,.,..,.,...__..W,,,._.,_„w _..,._...__ _._-......._,__._. __. - PH. (314) 415-2400 FAX (314) 415--2300 wWw.arcv.com � FREDERICK J. GO IA % i� jl PROJECT N0: 170237 ; rF°y f n 3 a.... $ ?.,t r r. ;. 2800 SOUTHCENTER MALL ,.�»»»»»�...»�.»»»»�...,. ... ».,,,..�.»».».».»,»»�....,»»»»»„ _ ,»».»»�...,.. �» STATE O F WASHI I TOP _ . _ -.. DRAWN BY: LU ,,. h fa,, ;7 A;..,,,ry p: ;,r,rw..,,.,., . SEATTLE, WA THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS r_,.._„_.............».-------.-------.-.-_.,..r __-. 22 f �J' (` DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE 9. CHECKED BY: LLJ . �����- -,_� - _ _- . _ .,»,_ z� _.,.__.- PROTO VERSION 04.13.2015 109/13/17 ENLARGED REFLECTED CEILING PLAN (FRONT) HALLWAY 10'-0' 106 C2 BREAK ROOM 108 10'-0 C2 STOCK ROOM 110 12'-0' C2 MANAGER'S OFFICE 109 10'-0 C2 TOILET ROOM 107 ELECTRI CAL CASH WRAP 104 12'-0"I P1 a I a El a 0 0 0 0 0 15'-1$" 0 0 0 0 i- M 13, 0 0 0 AP #3 a ALTERATIONS 10'-0" 111 C2 FITTING ROOMS 105 2'-0"I P1 0 0 P NOTE: G.C. TO REPAIR ALL CEILING TILES DAMAGED BY WORKERS REGARDLESS OF CONTROL RELATIONSHIP FOR LIGHT LOCATIONS SEE SHEET A421 1 BACK REFLECTED CEILING PLAN 1 /4" = 1 -0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. 09 DATE 13/17 09/13/17 REV DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com RECiSTRA11ON SEAL r=,r11;K J. GOG IA S;f r CE 'Of WASfil I _TOt �j ,is /moi PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: IU,I CHECKED BY: L(,,I PROTO VERSION 04.13.2015 i NOT USED G.C. TO PROVIDE AND INSTALL ACCESS PANELS, AS NEEDED, FOR REQUIREMENTS OF ACCESS TO SIGN TRANSFORMER(S), HVAC UNITS, DUCT DETECTORS, FIRE ALARM, ETC. ACCESS PANELS SHOULD BE LOCATED IN AN INCONSPICUOUS AREA AS POSSIBLE. CONFIRM PANEL REQUIREMENTS WITH LANDLORD SPECIFICATIONS, AND CONFIRM EXACT PLACEMENT WITH LOCAL JURISDICTION REQUIREMENT. PAINT PANEL TO MATCH ADJACENT CEILING. HANGER WIRE ACCESS PANEL WITH 3/8" DRYWALL INCLUDED TO MINIMIZE APPEARANCE - SEE GN100 FOR SPECIFICATION HANGER WIRE ACCESS PANEL FRAME DRYWALL SCREWS GYP. BD. SUSPENDED CLG. SEE RCP FOR FINISH 3 ACCESS PANEL DETAIL SCALE: 3" = 1'-0" 1YFT IMESCIaPTION MCC d 9 BD1 6" LED WHITE DOWNUGHT SPEAKER 0 BD5 6" LED WHITE DOWNUGHT 0 PENDANT MOUNT SPEAKER 0 BD6 6" LED WHITE DOWNUGHT Fl 4' LED STRIP WITH ACRYLIC LENS ACCESS PANEL F2 4' LED UGHTBAR WD6 6" LED ADJUSTABLE WHITE DOWNUGHT EY EXHAUST FAN 0 PD2 6" LED ADJUSTABLE WHITE DOWNUGHT 0 PD3 6" LED ADJUSTABLE WHITE DOWNUGHT x SUPPLY AIR DIFFUSER El, E2 & E6 EXIT SIGNS, SEE ELEC FOR TYPE EM1 2 HEAD EMERGENCY LIGHT W/ BATTERY RETURN AIR DIFFUSER EM2 EM3 6"x6" 2 HEAD RECESSED EMERGENCY I IGHT W/ RATTFRY NAVUTE EXIT & EMERGENCY LIGHT 0 ETE RECESSED LIGHT NOTES: 1. REFER TO MEP FOR SPECIFICATIONS. bri S 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER REFLECTED CEILING P_AN LEGEND STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 109/13/17 i ,_nn 3'-0" 3'-0" 3'-O" '_n" 4'-1 n 4'-1 H '_n" 3'-0" 3'-0" 3'-0" 3'-14n I LC) D1 r;Sico M °PD3 ®WD6 ! ®�D1 BD1 7'-11 01FD3 ®WD6 eBD1 / eBD1 / 4'-0" Bim: PD3 oPD3 D3 WD6 9BD1 BD1 '-0 0WD6 ®BD1 ®WD6 41—DH eBD 1 0PD2 )2 I CO I D2 _BD1 4'-O" PD3 =1<111 U LI Q C ) BD1 'NL E BI 0RD2 )2 M21 2'-12" � 104'' j Q) I CV aiBD1 4'-0" To BD1 BD1 4'-O$" OPD2 B01 3D5 rn D3 CV 0PD2 0PD2 MIS 3-58 ()RN €1013D1 3'-118" ®PD3; BD1 PD3 NOO CV ti MIS P\ eBD 1 } 8'-08" 0IFD3 BD1 sam OPD2 — N \ 4'-0" 0PD2 0PD2 •-• BD1 MIS PD2' PD2 0PD2 0PD2 117!1 2,_ 1$„ 3,_02„ 3,_68H „coPD3 0PD3! D3 BD1 4'-O" BD1 r•gxco cNWD6 ®BD1 ®WD6 4'-1i7. 3'-101" / 2 sEM2 4'-0nT1" BD1 P 3 ePD3 D3 8'-08„ PD2 4'-1-4 3'-102n BD1 ©PID2 D3 / BD1 / eBD1 eBD1®WD6 ®BD1 D6 rn LJJ BD1 I CO PD2 4'-0" 4, -08. 0PD2 .,_,.. \ 1co) BD1 0RD2 \ "o 4'-04" 3'-58n I SN PD3 PD3 3'-118" rANco Lf) BD1 OPD2 SIN CV 0PD2 _ NeD2 ®E - 0PD2 PD2 3'- ®BD 1 4'-0" / OPD2 0PD2 ®NL OPD2 1" 4 / 3'-0" NoPD3 OPD3 D5 OPD2 3'-6$" ELBD1 T L P WIN M OD PD3 D3 ®PD3 BD1 E1 !NL D3 ©PD3 PD2 0PD2 PD30 EM2 TPD3 'f40BD1 0PD3 N 0PD3CNI EM2 "—ICJ D3 4'-13" _ 41 3'-102" BD1 D3 BD1 BD1 BD1 3'-10211. BD1 3'-102" PD2 N PD3 '-o" N ePD3 4'-04" ©PD3 BD1 BD1 \ 1BD1 Q) I N D1 90M EiD1 D3 90M BD1 e 90M BD1 BD1 ® 90M BD1 ® 90M BD1 0PD3 BD1 -4'-0" " VEM2 3' - MI-4-\---"PD3 BD1 ® 90M BD1 BD1 ,_o„ BD1 BD1 90M BD1 BD1'"' N BD1 90M OPD3 BD1 0 I BD1 ENTRY 2'-74" WAY BD1 101 11'-6" Cl,P1 SALES BD1 BD1 ®BD1 BD1 LJ 4'-18 3'-0" / 3'-0" 3'-0" / 3'-0" 3'-0" 3'-0" 4'-1z 4'-1$" 3'-0" 3'-0" 3'-0" 3'-0"" 3'-0" 3'- 0" 103 12'-0" P1 GRILLE CLOSET 102 11'-6" M2,P2 FOR LOCATIONS FOR ELEMENTS OTHER THAN LIGHTS, SEE A410 1 SYMBOL FRONT LIGHT LOCATIO\ PLAN 1 /4" = 1 -0 O 0 m m TYPE BD1 BD5 BD6 Fl F2 WD6 PD2 PD3 El, E2 & E6 EM1 EM2 EM3 ETE IESCRIPBON 6" LED WHITE DOWNLIGHT 6" LED WHITE DOWNUGHT 6" LED WHITE DOWNLIGHT 4' LED STRIP WITH ACRYLIC LENS 4' LED LIGHTBAR 6" LED ADJUSTABLE WHITE DOWNUGHT 6" LED ADJUSTABLE WHITE DOWNLIGHT 6" LED ADJUSTABLE WHITE DOWNLIGHT EXIT SIGNS, SEE ELEC FOR TYPE 2 HEAD EMERGENCY LIGHT W/ BATTERY 6"x6" 2 HEAD RECESSED EMERGENCY NAVUTE EXIT & EMERGENCY LIGHT RECESSED UGHT SY'NBOL 0 NOTES: CESCFPTION SPEAKER PENDANT MOUNT SPEAKER ACCESS PANEL EXHAUST FAN SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER 1. REFER TO MEP FOR SPECIFICATIONS. REAR EXIT SECURITY BELL SEE ELECTRICAL FOR MORE INFO. STRIP LIGHT FIXTURE; SEE LIGHTING PLAN FOR MORE INFO. 5/8" PAINTED P1 GYPSUM BOARD - MATTE SUSPENDED GYP. BD. CLG.; SEE RCP FOR FINISH. SEE R.C.P. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER REFLECTED CEILING PLAN LEGEND NOT USED PERIMETER COVE DETAIL 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOMA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION _09/Jw3/JI LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL -REV DATE DESCRIPTION REGiSTRAT1ON SEAL NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF :169.6 SM TOTAL 0,008 SF 929.7 S-1/1 PROJECT NO: DRAWN BY: CHECKED BY: 170237 PROTO VERSION 04.13.2015 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCEICER MALL SEATTLE, WA ENLARGED LIGHT LOCATION PLAN (FRONT) HALLWAY BREAK ROOM 108 10'-0 C2 STOCK ROOM 110 2'-0" C2 CASH WRAP 104 12' -OI P1 11=111111110111111111111111111111111111111111111 MANAGER'S OFFICE 109 10'-O' C2 BD1 WD6 BD1 WD6 BD1 WD6 D3 BD1 .PD3 TOILET ROOM PD3 0 BD1 PD3 PD2 PD2 PD2 BD1 PD2 3,-4" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 ALTERATIONS BD1 PD3 3'-10-1" PD3 EM28 D3 City of Tukwila 11,11Q1C) \ T US D FITTING ROOMS 105 8BD1 e#BD1 90M BD1 9CIM BD1 90M BD1 90M 1 BAC < LIGHT LOCATION PLAN 1/4" = 1'-O 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION _091131,17_1 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL EV' DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL 6897 REGISTE ARCHIT EDERICK J. STATE. OF WAS FOR LOCATIONS FOR ELEMENTS OTHER THAN LIGHTS, SEE A411 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: CHECKED BY: LLJ LLJ SYMBOL 0 0 0 0 0 TYPE BD1 BD5 BD6 F1 F2 WD6 PD2 PD3 El, E2 & E6 EMT EM2 EM3 ETE DESRP1104 6" LED WHITE DOWNUGHT 6" LED WHITE DOWNUGHT 6" LED WHITE DOWNUGHT 4' LED STRIP WITH ACRYLIC LENS 4' LED LIGHTBAR 6" LED ADJUSTABLE WHITE DOWNUGHT 6" LED ADJUSTABLE WHITE DOWNUGHT 6" LED ADJUSTABLE *UTE DOWNUGHT EXIT SIGNS, SEE ELEC FOR TYPE 2 HEAD EMERGENCY LIGHT W/ BATTERY 6"x6" 2 HEAD RECESSED EMERGENCY 1 INT W/ RATTFRY NAVLITE EXIT & EMERGENCY LIGHT RECESSED LIGHT SYLISOL NOTES: LESCRIPTION SPEAKER PENDANT MOUNT SPEAKER ACCESS PANEL EXHAUST FAN SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER RECEIVED 1. REFER TO MEP FOR SPECIFICATIONS. CITY OF TUKWILA .---oas 3 REFLECTED CEILING PLAN LEGEND SEP 2 0 2017 PERMIT CENTER PROTO VERSION 04.13.2015 09/13/17 STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ENLARGED LIGHT LOCATION PLAN (BACK) A421 HGT., SEE DETAIL 6/A501 CORNER GUARD, FULL HGT., SEE DETAIL 6/A501 1 NOT USED 2 \OT USED 3 FITTING ROOM E\TRY NOT TO SCALE 5 \OT USED 6 NOT USED FLUSH TO CEILING 3/4" X 3/4" MIRROR POLISHED STAINLESS STEEL TUBE CONTINUOUS, SEAMS 0 CORNERS ONLY 9 MIRRORED COLUMN NOT TO SCALE ALIGN W/ FIXTURE PER A100 (1'-6" MIN.) ALIGN W/ FIXTURE PER A100 (1'-6" MIN.) EXISTING COLUMN, PROTECT AND PRESERVE ANY FIREPROOFING PRESENT 5/8" GYPSUM BOARD OVER 3-5/8" METAL STUDS MIRROR (3) SIDES, SEE 9/A500 1 CO I I► A K I 'WRAP ITh 1-T A 1 1 COLUIVHN ULIA�IL SCALE: 1-1 2" = 1'-0" 7 I\SIDE COR\E OF SHELVES NOT TO SCALE CEILING 1/2" "L" MOLDING WITH STAINLESS STEEL FINISH ON ALL SIDES 3/4"CSK WOOD SCREW 0 6" OC GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 1/4" MIRROR WITH 1/8" MASTIC ON 3/4" FR PLYWOOD OVER METAL STUDS. INSTALL AS TIGHT AS POSSIBLE TO COLUMN. (ALL MIRROR EDGES TO BE POUSHED) 3/4"CSK WOOD SCREW 0 6" OC 1/2" 'J" MOLDING WITH STAINLESS STEEL FINISH ON ALL SIDES B3 CONTINUOUS, SEAMS 0 CORNERS ONLY 1/4" MASONITE UNE OF FINISHED FLOOR DETAIL @ MIRRORED COLUMN AND WALL 6" = 1'-0" 4 NOT USED VIEWED FOR COD ` : OMPLIANCE APOVED OCT 04 '!17 City of Tukwila BUILDING DIVISION 8 \OT USED MIRRORED END UNE OF BASE BELOW PAINT PER SCHEDULE AUGN 1/2" "J" MOLDING WITH STAINLESS STEEL FINISH ON ALL SIDES; FINISH: MIRROR POLISHED STAINLESS STEEL; FRAME AND MIRROR ASSEMBLY TO BE PROVIDED AND INSTALLED BY G.C. WALL CONSTRUCTION PER PARTITION TYPE; SEE FLOOR PLAN. G.C. TO PROVIDE BLOCKING FOR MIRROR ASSEMBLY AS REQUIRED (I.E. METAL STUD, F.R. WOOD, SHEET METAL) MIRROR ADHESIVE 1/4" CLEAR GLASS MIRROR (U.O.N.); ATTACH TO BACKING WITH MIRROR ADHESIVE. IIIIIIIIIII11111111111111111IIIIIIIIIIIIIII111111111111111II!:;IIIIIIIIIIIIIIIIIIIIIIIII111111II 11111 MIRROR ADHESIVE 1/4" CLEAR GLASS MIRROR (U.O.N.); ATTACH TO BACKING WITH MIRROR ADHESIVE. 1/2" "J" MOLDING WITH STAINLESS STEEL FINISH ON ALL SIDES; FINISH: MIRROR POLISHED STAINLESS STEEL; FRAME AND MIRROR ASSEMBLY TO BE PROVIDED AND INSTALLED BY G.C. WALL CONSTRUCTION PER PARTITION TYPE; SEE FLOOR PLAN. G.C. TO PROVIDE BLOCKING FOR MIRROR ASSEMBLY AS REQUIRED (I.E. METAL STUD, F.R. WOOD, SHEET METAL) RECEIVED CITY OF TUKWILA MIRROR ADHESIVE o 2(}j� 1/4" CLEAR GLASS MIRROR (U.O.N.); ATTACH 1%BACKING 1MTH MIRROR ADHESIVE. PERMIT CENTER 12 DETAIL @ NIRROED END/COLUMN 6" = l'—O" © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION ,J2.9/13/17 LANDLORD REVIEW . 09/13/17 I PERMIT SUBMITTAL REV DATE ._ DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL 6897 rI DERICK J. G STATE OF WASH T G PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 170237 TG LU 929.7 SM PROTO VERSION 04.13.2015 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ;09/13/17 SALES AREA ISOMETRICS + DETAILS A500 CV + + + + 3-5/8" 18 GA. MTL STUD CROSS BRACING ® 4'-O" O.C. SEE di R RCP G.C. TO FINISH DRYWALL TO TOP OF SHELVING UNIT (NO TRIM) \ \ FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS SEQUENCE OF INSTALLATION OF SALES FIXTURES: 1. METAL FRAME OPENING 2. INSTALL WALL SYSTEM 3. APPLY GYPSUM BOARD AROUND OPENING 4, 7IP RFAL) AROUND FRAMF 1 SALES FIXTURE SECTION 1-1/2" = 1'-0" 3 N SALES FIXTURE ATTACHFV E\T HARDWARE N.T.S. FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS l FOR EFERE\CE ONLY) 4 OT USED 2 SALES FIXTURE ELEVATION 1-1/2" = '1'-0' 5 NOT USED 1 1/2" X 1 1/2" X #8 METAL CORNER GUARD 'WALLGUARD' MODEL 2325.1 FINISH: WHITE NOTE: INSTALL BOTTOM OF CORNER GUARD AT TOP OF WALL BASE. SEE PARTITION TYPE 6 CORNER GUARD DETAIL 6" = 1'-0" 7 NOT USED 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 .PERMIT SUBMITTAL REV DATE.._....._W.._._....__._.__....DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www arcv.com REGISTRATION SEAL PROJECT AREA BREAKDOWN SALES 8,182 SF 7601 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 042017 City of Tukwila BUILDING DIVISION ri REC ED CITY OF TU ILA SEP 2 0 2017 PERMIT CENTER 8 NOT USED PROJECT NO: DRAWN BY: CHECKED BY: 170237 LW LLJ PROTO VERSION 0413.2015 09/13/17 STORE €s7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA WALL FIXTURE DETAILS A501 / 0 I FIXTURE ATTACHMENT LOCATION PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS 4 - I LOCATION — FIXTURE ATTACHMENT PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS V 1'-O8» 3'-114" 1'-0$» / / / I LOCATION FIXTURE ATTACHMENT PER SHOP DRAWINGS. COORDINATE WITH STRUCTURAL DRAWINGS 4 OT USED 2 SALES FIXTURE ELEVATION 1-1/2" = '1'-0' 5 NOT USED 1 1/2" X 1 1/2" X #8 METAL CORNER GUARD 'WALLGUARD' MODEL 2325.1 FINISH: WHITE NOTE: INSTALL BOTTOM OF CORNER GUARD AT TOP OF WALL BASE. SEE PARTITION TYPE 6 CORNER GUARD DETAIL 6" = 1'-0" 7 NOT USED 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 .PERMIT SUBMITTAL REV DATE.._....._W.._._....__._.__....DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www arcv.com REGISTRATION SEAL PROJECT AREA BREAKDOWN SALES 8,182 SF 7601 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 042017 City of Tukwila BUILDING DIVISION ri REC ED CITY OF TU ILA SEP 2 0 2017 PERMIT CENTER 8 NOT USED PROJECT NO: DRAWN BY: CHECKED BY: 170237 LW LLJ PROTO VERSION 0413.2015 09/13/17 STORE €s7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA WALL FIXTURE DETAILS A501 21'—O$" F.O. COORDINATE WITH FIXTURE SHOP DRAWING BACKWRAP VENDOR TO COORD. 1" GROMMET LOCATIONS FOR MICROPHONE WIRING. 4'-0" BACKWRAP (FINISH: MT1) FURNISHED BY OWNER, INSTALLED BY G.C. r7itY Q) ^ti. 0 0 0 0 0 0 0 000 0 0 0 O 0 0 \ \ 0011 O 0 0 // COUNTER —/1 22'-28" SIGNATURE MOUNTS CASHWRAP (FINISH: MT1) FU\hNISHED BY OWNER, INSTALLED BY G.C. 8 26'-4$" 1 CASH WRAP PLA\ 1/2" = 1-0' 4'-0" CLEAR TO ADJACENT WALL 7BACKWRAP BEYOND, SEE ELEVATION 3/A520 SIGNS TO BE INSTALLED BY G.C.; COORDINATE WITH SIGN VENDOR CASHWRAP (FINISH: MT1) FURNISHED BY OWNER, INSTALLED BY G.C. 0 N i C.7 F - GRAIN N. TYP. 4'-58" TYP. 22'-48" 2 CASH WRAP ELEVATION 1/2" = 1'-0 RECESSED MONITOR RECESSED MONITOR / - — — — 0 \ / — — — - 010 Ell. — i /— BACKWRAP (FINISH: OWNER, INSTALLED MT1) FURNISHED BY G.C. BY / G \ \\\ \ 7 o .7 0 * * 0 0 J 1 3'—O" 2'-24" I 3'-5" 3'-5" I I/ 3'-5" , 3'-5" , 1'-9$" / 21'—O$" 3 BACK WRAP ELEVATION 1/2 = 1 —0'' SEQUENCE OF INSTALLATION OF BACKWRAP: 1. METAL FRAME OPENING 2. INSTALL BACKWRAP 3. APPLY GYPSUM BOARD AROUND FIXTURE 4. ZIP BEAD AROUND FIXTURE PAINT ENITRE GYPSUM BOARD NICHE ( P4) G.C. TO PROVIDE 3/4" F.R.T. PLYWOOD AT MONITOR RECESS 46" LED MONITORS SUPPLIED BY OWNER; INSTALLED BY G.C.; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 2" DIAMETER GROMMETT, BLACK TOUGH COAT PAINT UP TO 12" ON WALL ABOVE BACKWRAP 3-5/8" 20 GA. METAL STUD FRAMING AT 16" O.C. BACKWRAP FIXTURE; REFER TO PLAN; PROVIDED BY OWNER REAR EXIT SECURITY BELL SEE ELECTRICAL FOR MORE INFO. STRIP LIGHT FIXTURE; SEE LIGHTING PLAN FOR MORE INFO. c w N N d w n U n U THIN BEAD WHITE CAULK FINISH FLOOR SEE R.C.P. CASHWRAP (FINISH: MT1)URNISHED BY OWNER, INSTALLED BY G.C. G.C. TO COORDINATE NEW DATA & POWER OUTLETS WITH FIXTURE SHOP DRAWINGS REFER TO PLAN — 1/A520 >, fl 0 0 0 0 0 2'-6" / 2 N SIGNATURE MOUNTS STAINLESS STEEL COUNTER NOTE: NO EXPOSED SHIMS UNDER CABINET 4 LCD G SAP H I C S 3AC <W RAP WALL SECTION 1-1/2" = 0 (V 2'-58" G.C. TO COORDINATE NEW DAl & POWER OUTLETS WITH FIXTURE SHOP DRAWINGS AND ELECTRICAL PLANS 5 BAC '< ELEVATION - CASHWRAP 1" = 1'-0" D l? ��S 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEI D CITY OF TU ILA SEP 2 0 2017 PERMIT CENTER 6 NOT USED (� 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13317 LANDLORDREVIEW 09113/17 i PERMIT SUBMITTAL EV DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRA11ON SEAL 6897 REGISTE ARCHIT EDERICK J. GO�� I ATE OF 4'ASHI I'TOAN (3 .0 PROJECT AREA SALES SUPPORT TOTAL PROJECT NO: DRAWN BY: CHECKED BY; BREAKDOWN 8,182 SF 760.1 SM 1,826 SF _169.6 SM 10,008 SF 929.7 SM 170237 LW LW PROTO VERSION 04.13.2015 09/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A520 CASHWRAP /BACKWRAP PLAN, ELEVATIONS -I- DETAILS / - — — — 0 \ / — — — - 010 Ell. — i /— �> / / \ \\\ \ 7 .7 G.C. TO COORDINATE NEW DAl & POWER OUTLETS WITH FIXTURE SHOP DRAWINGS AND ELECTRICAL PLANS 5 BAC '< ELEVATION - CASHWRAP 1" = 1'-0" D l? ��S 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION RECEI D CITY OF TU ILA SEP 2 0 2017 PERMIT CENTER 6 NOT USED (� 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13317 LANDLORDREVIEW 09113/17 i PERMIT SUBMITTAL EV DATE DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRA11ON SEAL 6897 REGISTE ARCHIT EDERICK J. GO�� I ATE OF 4'ASHI I'TOAN (3 .0 PROJECT AREA SALES SUPPORT TOTAL PROJECT NO: DRAWN BY: CHECKED BY; BREAKDOWN 8,182 SF 760.1 SM 1,826 SF _169.6 SM 10,008 SF 929.7 SM 170237 LW LW PROTO VERSION 04.13.2015 09/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A520 CASHWRAP /BACKWRAP PLAN, ELEVATIONS -I- DETAILS IIP 2'-04" 1/ 6-2 4'-10" 4'-2" 1,-10 cc cc 0 0 v r;100 M CD 2'-104" F6 F4 CENTERLINE OF 5—POINT HOOK 0 10 6'-0$" o) CO -IN N 4'-102" F1 F9 F2 coN '_r" C0 F5 CD CV F1 F9 F2 F5 I- CD N Cao F1 F9 F2 F5 I CD N F1 F9 (0 CD CV F1 F9 F2 F5 CO Co F1 F9 F2 F5 1.-614" Fl 0 CU F1 F9 F2 F5 C) Fl F9 N r7 N N r7 CD r7 5'-0" 4'-0" 1 FITTING ROO VI PLAN 1 /2" = V-0' 2 FII II\G ROOV ELEVATION 1 /4" = 1'-0 P1 CENTER ROOM NUMBER ON HEADER ABOVE DOOR. NUMBER PROVIDED BY SIGN VENDOR, INSTALLED BY G.C. OPEN EQ. EQ. /TYP/TYP. OPEN P1 SEE RCP FOR B.O. CEILING i o 0 ird F9 F8 B1 B1 0'-0" FIN. FL 4 FITTING ROOM ELEVATION 1/4" = 1-0'' 5 POINT HOOK: BRUSHED STAINLESS STEEL FINISH (BY OWNER) WALL REINFORCING REQUIRED TO BE INSTALLED BY CONTRACTOR. 6 HOO 'K DETAIL 1" = 1 '-0" © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09 13/17 09/13/17-, DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL REV; DATE DESCRIPTION NAME P1 SEE RCP FOR4_ B.O. CEILING CENTERLINE OF 5 POINT HOOK BELOW 1'-95" / c.8/ Q. Q. 5—POINT HOOK CENTERED OVER COUNTER BELOW o1 \ (� \� 'Y ^_ \ PROVISTAFFDEDONLBY SIGN SIGN I , • • \ VENDOR, INSTALLED ^N\ • • F6 \� BY G.C. ou• / 0 \ \ \/n —< ji 0'-0" RN. COUNTER TO BE SECURED TO B1 FL WALL G.C. TO INSTALL 7 WALL BASE TIGHT TO CABINET 330 3 FII II\G ROOM ELEVATION 1/4" = 1'-0" INTERNATIONAL SIGN OF ACCESSIBILITY PROVIDED BY SIGN VENDOR, INSTALLED BY G.C. SEE RCP FORki B.O. CEILING 5 FITTI \ G ROOIV ELEVATION 1/4" = 1. SEE SHEET GN100 FOR GENERAL BUILDING NOTES. 2. G.C. TO PROVIDE IN—WALL NON—COMBUSTIBLE BLOCKING, AS REQUIRED FOR ALL WALL—MOUNTED ITEMS. INCLUDING TOWEL HOOKS, HANGER HOOKS, BENCHES, DOOR FRAMES, ETC. SEE ELEVATIONS FOR BLOCKING INFORMATION. 3. G.C. TO CAULK AROUND ALL BASEBOARDS, BACKERS, DOOR FRAMES, MIRRORS AND ALL POSSIBLE CRACKS WITH CLEAR SILICON CAULK TO PREVENT FUTURE STORE THEFT. NOTES REFER TO GN100 FOR GENERAL NOTES Fl F2 F3 F4 F5 F6 HANGER HOOK; PROVIDED BY OWNER, INSTALLATION AND BLOCKING BY CONTRACTOR 2'-6" X 5'-6" MIRROR ACCESSIBLE WIDTH MIRROR ALTERATION PANEL TOWEL HOOK; PROVIDE NON—COMBUSTIBLE BLOCKING AS REQUIRED 5—POINT HOOK; PROVIDED BY OWNER, INSTALLATION AND BLOCKING BY CONTRACTOR F7 ADJUSTABLE SHELVING WITH PINS; PROVIDED BY OWNER, INSTALLATION AND BLOCKING BY CONTRACTOR F8 ACCESSIBLE BENCH F9 ALTERATIONS PRICE SHEET ACCESSORY LEGEND 1/2" P—LAM 45', 8 7///////F f iii FITTING ROOM 1/2" P—LAM 8'—O" T.O. HEADER CD PILASTER, BEYOND 7'-2 1 /2" T.O. PARTITION LAMINATED PARTITION, BEYOND FITTING ROOM AISLE bri o 7 FITTING ROOM HEADER DETAIL 3" = 1'-0" 1'-95" / STEWED Fr '' CODE COMPLIANCE APPROVED OCT 0 4 2017 • City of Tukwila ',BUILDING DIVISION REFER TO FIXTURE DRAWINGS FOR ATTACHMENT TO WALL STAINLESS STEEL DOOR PULLS 1TERI4NUMERERWMFURDrWM ELEA 1'-74" 2" REtEIVED CITY OF\UKINLA SEP 202017 PERMIT CENTER 8 FITTING ROOM COUNTER SECTION 1-1/2" = 1'-0 FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGISTRATION SEAL ERICKJ.GO PA71 OF \NASHI PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 TG LU PROTO VERSION 04.13.2015 09/13/17 STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A530 FITTING ROOM PLAN, ELEVATIONS + DETAILS \ BOTTOM OF MIRROR LATCH PROVIDED BY VENDOR & INSTALLED BY G.C.; SEE A010 ACCESSIBLE FITTING -OOMI ELEVATIO\S ACCESSIBLE FITTING ELEVATION ACCESSI3LE FITTI\G ROOM ELEVATION ACCESSIBLE FITTI\G ROOM ELEVATIO\ FITTING ROOM PARTITION WALL ALIGN WITH TOWELHOOK MOUNTING ON OPPOSITE SIDE 2'-6" X 5'-6" X 1/4" THICK MIRROR FITTING ROOM PARTITION WALL 6" HIGH X 3'-O" WIDE CONTINUOUS F.R.T. WOOD BLOCKING -LATCH PROVIDED BY VENDOR & INSTALLED BY G.C.; SEE A010 TYPICAL FITTI\G ROOM ELEVATIO\ TYPICAL FITTI\G BOOM ELEVATIO\ TYPICAL FITTING ROOM ELEVATIO\ TYPICAL FITTING ROOM ELEVATIO\ PLYWOOD W/LAMINATE FINISH (PL1) 3/8" THICK F.R.T. PLYWOOD BACKING 1. SEE SHEET GN100 FOR GENERAL BUILDING NOTES. 2. G.C. TO PROVIDE IN -WALL NON-COMBUSTIBLE BLOCKING, AS REQUIRED FOR ALL WALL -MOUNTED ITEMS. INCLUDING TOWEL HOOKS, HANGER HOOKS, BENCHES, DOOR FRAMES, ETC. SEE ELEVATIONS FOR BLOCKING INFORMATION. 1/4" CLEAR GLASS MIRROR (U.O.N.); ATTACH TO BACKING WITH MIRROR ADHESIVE. 5/8" "L" MOLDING POUSHED METAL, ALL SIDES SIDES; PAINTED TO MATCH <>>>>;><<> WOOD CLEAT AT BACK AND WHITE MELANINE PANELS F.R.T. CONTINUOUS WOOD BLOCKING FINISHED BACK AND SIDE PANELS ALL 3 SIDES 3 5/8" METAL STUD IN WALL FOR BLOCKING WALL CONSTRUCTION PER PARTITION TYPE; SEE FLOOR PLAN GE\ERAL \OTES METAL STUD PER PARTITION TYPE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 FINISHED PANELS 3 SIDES (WHITE MELANINE AT BACK PANEL; SIDE PANELS TO BE CLAD W/LAMINATE FINISH TO MATCH BENCH FINISH FLOOR; SEE FINISH SCHEDULE FOR MORE INFO. ACCESSIBLE FITTING ROOM 3ENCH - PLAN CO 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. ACCESSIBLE FITTI\G R00V BE\CH - SECTION DATE I DESCRIPTION 09/13/17_1 LANDLORD REVIEW .. 09/13/17 PERMIT SUBMITTAL REV DATE i DESCRIPTION NAME TYPICAL FITTING ROOM VIRROR Fl F2 F3 F4 F5 F6 F7 F8 F9 HANGER HOOK; PROVIDED BY OWNER, INSTALLA11ON AND BLOCKING BY CONTRACTOR 2'-6" X 5'-6" MIRROR ACCESSIBLE WIDTH MIRROR ALTERATION PANEL TOWEL HOOK; PROVIDE NON-COMBUSTIBLE BLOCKING AS REQUIRED 5 -POINT HOOK; PROVIDED BY OWNER, INSTALLA11ON AND BLOCKING BY CONTRACTOR ADJUSTABLE SHELVING WITH PINS; PROVIDED BY OWNER, INSTALLATION AND BLOCKING BY CONTRACTOR ACCESSIBLE BENCH ALTERATIONS PRICE SHEET RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER ACCESSORY LEGEND REGISTRATION SEAL FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG LW PROTO VERSION 04.13.2015 09/13/17 STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA FITTING ROOM DETAILS / 7'-1 01" 3'-O" 4'-6 F.R.T. PLYWOOD UNDER " GYPSUM BOARD ENTIRE LENGTH AND HEIGHT OF WALL FOR MOUNTING OF MISCELLANEOUS EQUIPMENT SEE WALL TYPE LEGEND FLOOR SAFE )PC DESK L MANAGER'S DESK WALL MOUNTED MEDIA RACK 2'-O" MAX. ADA / REACH DEPTH 1 MANAGE'S OFFICE PLA\ 1/2" = 1'-O vlA\AGE'S OFFICE ELEVATION 1/4" - 1'-O NOT USED \OT USED THERMOSTAT TO BE LOCATED IN THIS AREA TO MEET ADA REACH REQUIREMENTS SAFE; SEE RESPONSIBIUTY SCHEDULE 3 MANAGER'S OFFICE ELEVATIO\ 1/4" - 1'-O" /8" F.R.T. PLYWOOD UNDER 5/8" GYPSUM OARD ENTIRE LENGTH AND HEIGHT OF 'ALL FOR MOUNTING OF MISCELLANEOUS QUIPMENT SEE WALL TYPE LEGEND P1 n 0 B2 LL: -ze MANAGER'S DESK, REFER TO RESPONSIBILITY SCHEDULE 0 SHELVING SUPPUED BY OA VENDOR; INSTALLED BY G.C. SEE RCP FOR B.O. CEILING 2'X4' WALL MOUNTED RACK ABOVE SAFE FOR MEDIA AND SECURITY EQUIPMENT. G.C. TO PROVIDE F.R.T. PLYWOOD IN FINISHED WALL CONTROLS FOR AUDIO, HVAC, ETC. TO BE MOUNTED BETWEEN RACK AND SAFE IN ORGANIZED MANNER SAFE; SEE RESPONSIBILITY SCHEDULE o, -o" FIN. FL \-IF 4 MANAGE'S OFFICE ELEVATIO\ 1/4" - 1 -0 5 MANAGER'S OFFICE ELEVATION 1/4" - 1'-O" 3/4" THICK WHITE MELAMINE SHELVES; PROVIDED BY OR VENDOR, INSTALLED BY G.C. SHELF BRACKET; PROVIDED BY OFI VENDOR, INSTALLED BY C.C. MANAGER'S OFFICE MANAGER'S T REFER TO PLAN, PROVIDED BY OA VENDOR WALL BASE AS SCHEDULED FINISH FLOOR SURFACE MOUNTED STANDARDS; PROVIDED BY OA VENDOR, INSTALLED BY G.C. CONTINUOUS " F.R.T. PLYWOOD UNDER " GYPSUM BOARD ENTIRE LENGTH AND HEIGHT OF THIS WALL ONLY IN MANAGER'S OFFICE FOR MOUNTING OF RACKS AND EQUIPMENT EXISTING PARTITION WALL 8 WALL SECTIO\ DETAIL 1-1/2" = 1'-O aizsg REVIEWED FOR CoDE COMPLIANCE A PPROVED 0 04 2017 City of BUILDING ukwila IVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 9 NOT USED 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13117 LANDLORD REVIEW 09/13/17 I PERMIT SUBMITTAL REV' DATE DESCRIPTIONr"--1 AME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 wwmarcv.com REGISTRATION SEAL 6897 REGISTE ARCHIT PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 TG L1J PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A800 MANAGER'S OFFICE PLAN, ELEVATIONS + DETAILS 1 3/4" THICK WHITE MELAMINE SHELVES; PROVIDED BY OR VENDOR, INSTALLED BY G.C. SHELVES SURFACE MOUNTED STANDARDS; PROVIDED BY OWNER HANGER BAR MOUNTED TO STANDARDS; PROVIDED BY OR VENDOR, INSTALLED BY G.C.-� SHELVES CONTINUOUS 1" X 4" F.R.T. WOOD BLOCKING; PAINT TO MATCH PERIMETER WALL; PROVIDED BY OWNER HANGER BAR MOUNTED TO STANDARDS; PROVIDED BY OR VENDOR, INSTALLED BY G.C.-► SEE PLAN FOR PARTITION TYPE ALTEATIO\'S ELEVATIO\ !SEWING TABLE J WALL BASE AS SCHEDULED FINISH FLOOR ISEWING TABLE J SEWING TABLE J SHELVING SUPPLIED BY OWNER'S VENDOR. G.C. TO INSTALL BLOCKING IN WALL AND SHELVING WALL SECTIO\ DETAIL \OT USED **RETICKETING MACHINE TO BE LOCATED IN STOCK ROOM IF NEARER TO FITTING ROOM** 3/4" THICK WHITE MELAMINE SHELVES FIXED TO STEEL BRACKETS; PROVIDED BY OFI VENDOR, INSTALLED BY G.C. ALTERATIO\S PLA\ ALTERATIO\'S ELEVATIO\ G.C. TO PROVIDE 24" TALL NON-COMBUSTIBLE BLOCKING AS REQUIRED; SEE INTERIOR ELEVAI1ONS/PLANS FOR LOCATION AND SPACING OF BRACKETS STEEL BRACKET SECURED TO PARTITION, MIN. (3) BRACKETS PER 48" SHELF; PROVIDED BY OR VENDOR, INSTALLED BY G.C. SPINDLE SHELF, SUPPLIED BY OR VENDOR, INSTALLED BY G.C. SPINDLE SHELF, SUPPLIED BY OR VENDOR, INSTALLED BY G.C. SEWING TABLE, SUPPLIED BY OFI VENDOR, INSTALLED BY G.C. G.C. TO PROVIDE 24" HIGH X 1" THICK CONTINUOUS F.R.T. BLOCKING WITHIN WALL; SEE SECTION SEE PLAN FOR PARTITION TYPE SPINDLE SHELF, SUPPLIED BY OR >,. VENDOR, INSTALLED BY G.C. III IIIIr '1111111 r 111111112111111 11111111111111 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila ILDING DIVISION IRONING & CUTTING TABLES; RESPONSIBILITY SCHEDULE SEWING TABLE; SEE RESPONSIBILITY SCHEDULE WALL BASE AS SCHEDULED FINISH FLOOR RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER ALTERATION'S ELEVATION ALTERATION'S ELEVATION WALL SECTION DETAIL NOT USED U 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION .,09/1_117,_ LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV; DATE REGISTRATION SEAL DESCRIPTION I NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM t T:I£RICK J. :GO 1T T£ :OT WASH!' PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: L1,1 PROTO VERSION 04.13.2015 !09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ALTERATION PLAN, ELEVATIONS + DETAILS I:i 1 BREA ROOM PLA\ 1/2" = 1'-0 4 BREAK ROOM ELEVATIO\ 1/4" - 1'-0 2 BREAK ROOM ELEVATION 1/4" - 1'-0 PICNIC TABLE KITCHEN CABINET SEE RCP FOR B.O. CEILING RAISE COUNTER AT REFRIGERATOR AS REQ'D FOR CLEARANCE 3 BREA ROOM ELEVATION 1/4" - 1'-0" B2 ACCESSIBLE LOCKERS TO BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS MAX. In Io I❑ to I❑ I❑ I❑ I❑ I❑ I❑ I❑ to I❑ .❑ In to I❑ Io [ 'f I❑ I❑ Io I❑ I❑ LOCKERS; SEE RESPONSIBILITY SCHEDULE. AND GN200 FOR ADA SIGNAGE I❑ I❑ I❑ to Io I❑ to I❑ I❑ ll I❑ I❑ I❑ In I❑ I❑ I❑ I❑ SEE RCP FORAL B.O. CEILING 0' -On FIN. FL, 5 3REAK ROOM ELEVATION 1/4" - 1'-0 / 0 0 0 0 0 r.1 0 \ SEE RCP FOR B.O. CEILING RAISE COUNTER AT REFRIGERATOR AS REQ'D FOR CLEARANCE 3 BREA ROOM ELEVATION 1/4" - 1'-0" B2 ACCESSIBLE LOCKERS TO BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS MAX. In Io I❑ to I❑ I❑ I❑ I❑ I❑ I❑ I❑ to I❑ .❑ In to I❑ Io [ 'f I❑ I❑ Io I❑ I❑ LOCKERS; SEE RESPONSIBILITY SCHEDULE. AND GN200 FOR ADA SIGNAGE I❑ I❑ I❑ to Io I❑ to I❑ I❑ ll I❑ I❑ I❑ In I❑ I❑ I❑ I❑ SEE RCP FORAL B.O. CEILING 0' -On FIN. FL, 5 3REAK ROOM ELEVATION 1/4" - 1'-0 / 0 PLAN 1'-6" 3'-0" 1'-6" 6'-11" SINK; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS 1'-6" 3'-0" UNDERCOUNTER COMPACT REFRIGERATOR 1'-6" `N \. SINK FAUCET; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS CV \\ \ 0 0 0 0 r.1 0 PLAN 1'-6" 3'-0" 1'-6" 6'-11" SINK; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS 1'-6" 3'-0" UNDERCOUNTER COMPACT REFRIGERATOR 1'-6" `N \. SINK FAUCET; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS CV \\ \ 2'-72" 1'-6" UNDERCOUNTER REFRIGERATOR 2'-O" O ELEVATION KNEE PROTECTION PANEL MOUNTED TO 2X4 F.R.T. WOOD BLOCKING CM3) PLASTIC LAMINATE CABINETS PROVIDED AND INSTALLED BY G.C. d STAINLESS STEEL PULLS PLASTIC LAMINATE FILLER PIECE PROVIDED AND INSTALLED BY G.C. M3 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE PROVID D INSTALL' BY G.C. RAISE COUNTER TOP AS REQUIRED TO ALLOW INSTALLATION OF COMPACT REFRIGERATOR 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE t _9911 3/ 1 7 LANDLORD REVIEW 091.1V17 17 PERMIT SUBMITTAL DESCRIPTION EV DESCRIPTION NAME 6 BREAK ROOIV CABI\ET ELEVATIO\ A\D PLAN 1" = 1'-0" 1'-0" c N 2'-0" 11 CONCEALED S.S. HINGES PLASTIC LAMINATE CABINETS PROVIDED AND INSTALLED BY G.C. CABINET LIGHTING; SEE POWER AND SIGNAL PLAN SINK FAUCET; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS \ \ 8" / 8" MIN. C, • 8" 1'-4" (11" MIN.) 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE PROVIDED AND INSTALLED BY G.C. M3) G.C. TO INSULATE ALL HOT WATER PIPES, AS REQUIRED. KNEE PROTECTION PANEL MOUNTED TO 2X4 F.R.T. WOOD BLOCKING 7 BEA ROOIV CABI\ET SECTIO\ 1 = 1'-0" —01 lc IN 0 cV 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE SUPPLIED BY OWNER VENDER; G.C. TO INSTALL 8 BEAK ROOIV CABINET SECTION 1" = 1 '-0" FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGSTRATION SEAL REGISTE ARCHITI PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM OTAL 10,008 SF 929.7 SM • FREDERICK J. iGL STATE OF WAS I'dG PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG LU PROTO VERSION 04.13.2015 b REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION bri c2s3 REC'VED CITY OFT WILA SEP 202017 PERMIT CENTER 9 \OT USED 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A820 BREAK ROOM PLAN, ELEVATIONS +DETAILS 1 -_-- -- 3» 3» 3„ 2,-6„ 4.(,--4 1, 1,-42 , 2'-72" 1'-6" UNDERCOUNTER REFRIGERATOR 2'-O" O ELEVATION KNEE PROTECTION PANEL MOUNTED TO 2X4 F.R.T. WOOD BLOCKING CM3) PLASTIC LAMINATE CABINETS PROVIDED AND INSTALLED BY G.C. d STAINLESS STEEL PULLS PLASTIC LAMINATE FILLER PIECE PROVIDED AND INSTALLED BY G.C. M3 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE PROVID D INSTALL' BY G.C. RAISE COUNTER TOP AS REQUIRED TO ALLOW INSTALLATION OF COMPACT REFRIGERATOR 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE t _9911 3/ 1 7 LANDLORD REVIEW 091.1V17 17 PERMIT SUBMITTAL DESCRIPTION EV DESCRIPTION NAME 6 BREAK ROOIV CABI\ET ELEVATIO\ A\D PLAN 1" = 1'-0" 1'-0" c N 2'-0" 11 CONCEALED S.S. HINGES PLASTIC LAMINATE CABINETS PROVIDED AND INSTALLED BY G.C. CABINET LIGHTING; SEE POWER AND SIGNAL PLAN SINK FAUCET; G.C. TO SITE MODIFY/CUT CABINET TO INSTALL SINK; COORDINATE WITH PLUMBING DRAWINGS \ \ 8" / 8" MIN. C, • 8" 1'-4" (11" MIN.) 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE PROVIDED AND INSTALLED BY G.C. M3) G.C. TO INSULATE ALL HOT WATER PIPES, AS REQUIRED. KNEE PROTECTION PANEL MOUNTED TO 2X4 F.R.T. WOOD BLOCKING 7 BEA ROOIV CABI\ET SECTIO\ 1 = 1'-0" —01 lc IN 0 cV 6" HIGH PLASTIC LAMINATE SPLASH GUARD TO BE SUPPLIED BY OWNER VENDER; G.C. TO INSTALL 8 BEAK ROOIV CABINET SECTION 1" = 1 '-0" FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com REGSTRATION SEAL REGISTE ARCHITI PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM OTAL 10,008 SF 929.7 SM • FREDERICK J. iGL STATE OF WAS I'dG PROJECT NO: DRAWN BY: CHECKED BY: 170237 TG LU PROTO VERSION 04.13.2015 b REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION bri c2s3 REC'VED CITY OFT WILA SEP 202017 PERMIT CENTER 9 \OT USED 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA A820 BREAK ROOM PLAN, ELEVATIONS +DETAILS _ 2 6'-44" 11 N OPEN TO DECK N CO N MOP SINK W/WATER HEA ABOVE. SEE PLUMBING. rio 0 N } SET FORWARD I_-1- k COMPLETE SET OF AS-BUIILT DRAWINGS PROVIDED IN PLASTIC TUBE MOUNTED TO WALL 2 STOC < ROOM ELEVATIO\ 1 4 = 1 —0 4 STOCK ROOM ELEVATION 1 4 = 1 —0 nim 48" / 2'-O" // 17'-9" 48" 8 4,-31„ /1/ (-48 I 1111111 7,, // 7'_0„ / 0 N N �N M 1'-5" r. OPEN TO DECK $ OPEN TO DECK ak \I -MOP SINK W/WATER HEATER ABOVE. SEE PLUMBING. 2'_O8„ P RETICKET1NG MACHINE; SEE RESPONSIBILITY SCHEDULE I, 8'-88" 5-4$" 3'-O" 4" / SET FORWARD B2) X SET BACK SET FORWARD SET BACK O,—O" ot FIN. R. B2 B2 J 1 STOC '< ROOM PLAN 3 8 = 1 —0 3 STOC ROOIv ELEVATION 1 4 = 1 —0 5 STOC 'K ROOM ELEVATION 1 4 = 1 —0 4'—O" A.F.F. COMPLETE SET OF AS—BUIILT DRAWINGS PROVIDED IN PLASTIC TUBE MOUNTED TO WALL ELECTRICAL EQUIPMENT. SEE ELECTRICAL SHEETS. Dig PERIMETER WALL PER PARTITION TYPE; SEE PLAN PROVIDE YELLOW PAINT AT REQUIRED CLEAR FLOOR SPACE FOR TRANSFORMER & ELECTRICAL PANELS 3/4" MDF BOARD, LEFT UNFINISHED T ---T I-- II LIGHTING I GATE— CONTROL I I WAY I PANEL I I PANEL I L_—J GATEWAY PANEL UGHIING CONTROL PANEL II II II II _1J N ELEC. PANEL ELEC. PANEL ELEC. PANEL COMPLETE SET OF AS— DRAWINGS PROVIDED IN TUBE MOUNTED TO WAL EVIEWED FOR E COMPLIANCE APPROVED OCT 0 4 2017 WALL BASE AS SCHEDULED FINISH FLOOR City of Tukwila BUILDING DIVISION TRANSFORMER 3/4" MDF BOARD, LEFT UNFINISHED 1-4 L_ ---J ELEVATION © ELEVATION RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER SEE ELECTRICAL DRAWINGS FOR EQUIPMENT INFORMATION STOC < ROOM WALL SECTION 1 1 2 = 1 —0 8 ELECTRICAL EQUIPMENT AREA 1 2 = 1 —0 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE I DESCRIPTION 09/13/17 , LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL RE(ASTRA-RON SEAL DESCRIPTION NAME FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PR (314) 415-2400 FAX (314) 415-2300 www.arcv.com 04, FREDERICK FREDERICK J. GOLUX STATE OF WASHI GTON PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: TG CHECKED BY: LLJ PROTO VERSION 04.13.2015 09/13/17 STORE $e7 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA STOCK AREA PLAN, ELEVATIONS + DETAILS 1'-0" 3'-6" -1E7 J O 1 T8 T4 T9 6 T12 T2 T3 T11 T1 7.0 L ICO '-On 0 C) T8 T1 T2 r - Y4, T9 SIM. 4 840 T6 1 E\LAGED ESTROOV PLA 1/2" = 1'-0 B.O. CEILING P1 T5 / o b / --'' WI }---y 4 I'- I" / \ 2 RESTROOM ELEVATION 1/2" = 1'-0 8'-0" B.O. CEIUNG 0'-o" FIN. FL. P1 T3 P1 T T6 ,, ,,,,,,.c ....... ... T9 , . , .... ............ .> z N F6 N \ \ 11" 6" MIN MAA 17" MIN 3 ESTOOV' ELEVATIO\ 1/2" = 1'-0 1. SEE SHEET GN100 FOR GENERAL BUILDING NOTES. 2. WALL HATCHES SHOWN FOR ILLUSTRATION PURPOSES AND SHOULD NOT BE USED FOR TAKE—OFFS. 3. SEE GN200 FOR ACCESSORY MOUNTING HEIGHTS. 6 NOT USED 7 HALL ELEVATIO\ 1/2" = 1'-0 NOTES T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 HORIZONTAL GRAB BARS. TOILET PAPER HOLDER HAND DRYER: XLERATOR MODEL #XL—W 110/120V OR APPROVED EQUAL GLASS MIRROR. COAT HOOK & BUMPER: BOBRICK B212 OR APPROVED EQUAL — FINISH: STAINLESS STEEL SOAP DISPENSER. VERTICAL GRAB BAR: BOBRICK OR APPROVED EQUAL — 1 1/2" DIA. STAINLESS STEEL METAL GRAB BAR. WATER CLOSET: REFER TO A010 AND ENGINEERING DRAWINGS. LAVATORY: REFER TO A010 AND ENGINEERING DRAWINGS. NOT USED. TOILET SEAT COVER DISPENSER: BOBRICK 8221 OR APPROVED EQUAL SANITARY DISPOSAL RECEPTACLE. ACCESSIBILITY SIGNAGE; SEE GN200. FLOOR DRAIN. REFER TO A010 AND ENGINEERING DRAWINGS. 4 RESTROOM ELEVATION 1/2" = 1'-0 5 RESTROOM ELEVATION 1/2" = 1'-0 FASTEN BAR TO FR. WOOD BLOCKING W/(2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 250Ibs. LOAD 1-1/2" 1-1/2" SATIN FINISH ALUM. GRAB BAR NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE ACCESSORY LEGEND 4'-0" A.F.F. SEE PLAN FOR PARTITION TYPE D17 0.1s3 M1 P1 HALLWAY ® P1 WALL BASE AS SCHEDULED FINISH FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CEN TER 8 GRAB BAR BLOCKING DETAIL 6" = 1 '-0" 9 TW. HALLWAY WALL SECTION 1-1/2" = 1'-0'' © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE _ DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13/17 iPERMIT SUBMITTAL FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com RECVSTRAI1ON SEAL r-�, s;teICK J. jI LI; ttitvv�� j A,jt Of WAS ,aIGTtI q .13 • �7 PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: 10,008 SF 929.7 SM 170237 TG CHECKED BY: LW PROTO VERSION 04.13.2015 09/13/17 STORE X87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA RESTROOM PLANS, ELEVATIONS + DETAILS II 0 SA 0 UJ? 0 14"x j oe© RTHF........ L RTH P 200 8"0 SA-' 14"x14" SA 0 40 C 40.0 0 0 3 RTHP-2 x10" SA 0 I - 0 0 21.1 1"Vla1. L1k 1— -- -, 0 ,•1 G >p 4 26"x16" SA 000 400 1M, MINENIMINIONIJ 0 0 NEW ROOFTOP UNIT AND CURB SUPPLIED BY UNIQLO AND INSTALLED BY HVAC CONTRACTOR. HVAC CONTRACTOR TO PROVIDE SUPPORTS, TRANSITIONS, AND ALL DUCTWORK REQUIRED FOR A COMPLETE MECHANICAL SYSTEM. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION AND CFM. COORDINATE WITH LANDLORD ON EXACT LOCATION. ALL ROOF WORK TO BE DONE BY LANDLORD'S ROOFING CONTRACTOR AT G.C'S EXPENSE. CONDENSATE DRAIN FROM NEW ROOFTOP UNIT PROVIDED AND INSTALLED BY HVAC CONTRACTOR. PROVIDE P—TRAP AND DISCHARGE ONTO ROOF PER DETAIL ON SHEET M200. HVAC CONTRACTOR TO PROVIDE AND INSTALL NON PROGRAMMABLE TEMPORARY THERMOSTAT IN RETURN DUCT FOR START UP OF SYSTEM. FINAL CONTROL SYSTEM TO BE INSTALLED BY CONTROL CONTRACTOR. SEE 4/COORDINATION/EMS NOTE ON THIS SHEET, AND EQUIPMENT/D. SHEET M300. CONTROL CONTRACTOR WILL INSTALL CONTROL SYSTEM AFTER EQUIPMENT START—UP, PRIOR TO SPACE TURN OVER. PERMANENT THERMOSTAT PROVIDED AND INSTALLED BY ENERGY CONTROLS CONTRACTOR. THERMOSTAT TO BE WIRED THRU ENERGY MANAGEMENT SYSTEM. A SINGLE THERMOSTAT LOCATED AT 48" A.F.F IN OFFICE SPACE WILL CONTROL ALL EQUIPMENT. REMOTE TEMPERATURE SENSOR WITH CO2 AND HUMIDITY SENSOR PROVIDED AND INSTALLED BY ENERGY CONTROL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE WIRING, REFER ELECTRICAL PLANS. NEW RETURN AIR DUCT SMOKE DETECTION DEVICE PROVIDED AND INSTALLED BY LANDLORD'S FIRE PROTECTION CONTRACTOR AT C.C.'S COST. SMOKE DETECTION DEVICE IS TO BE INTERLOCKED WITH ROOFTOP UNIT TO SHUT THE UNIT DOWN UPON THE DETECTION OF SMOKE AND WIRED INTO THE FIRE ALARM SYSTEM. NEW 2.5" THICK (MIN. R-6) EXTERNALLY INSULATED "LOW PRESSURE" SUPPLY AIR DUCT INSTALLED BY HVAC CONTRACTOR. PROVIDE TRANSITIONS AS REQUIRED, DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE/ PRACTICAL IN JOIST SPACE. FLEXIBLE DUCT, MAXIMUM 5'—O" (TYPICAL) PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACNA (TYPICAL). USE FLEXIBLE DUCT FOR FINAL VERTICAL RUNOUT TO DIFFUSER ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. HVAC CONTRACTOR TO SUPPLY AND INSTALL AN OPEN ENDED RETURN WITH WIRE MESH SCREEN FROM ROOFTOP UNIT. PROVIDE TURNING VANES IN ALL 90' DUCT FITTINGS PROVIDE AND INSTALL MANUAL VOLUME DAMPER. DAMPERS AT DUCT BRANCH TAKE—OFF LOCATED ABOVE GYP BOARD CEILING AREA TO HAVE A REMOTE YOUNG REGULATOR WITH CABLE AND CONCEALED CEILING CAP AS REQUIRED. DAMPERS LOCATED IN DIFFUSER NECK IS ACCESSIBLE THRU TRM CEILING FRAME. NEW TRANSFER GRILLE AND OPENING BY HVAC CONTRACTOR. PAINT TO MATCH WALL. COORDINATE EXACT LOCATION WITH GENERAL CONTRACTOR. REFER TO AIR DEVICE SCHEDULE FOR SIZE. 15 16 17 18 19 21 ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS FOR INSTALLATION AND EXACT LOCATION. COORDINATE WITH GENERAL CONTRACTOR AND LANDLORD ON EXACT SIZE, QUANTITY, AND LOCATIONS REQUIRED. COORDINATE WITH LANDLORD HVAC CONTRACTOR TO PROVIDE AND INSTALL NEW EXHAUST FAN (GREENHECK SPB-80, 120/1) AS REQUIRED. PROVIDE NEW 8"0 DUCT THRU ROOF WITH ROOF CAP. DUCT THRU ROOF SHALL MAINTAIN A MINIMUM 10FT DISTANCE FROM ANY FRESH AIR INTAKE. FIELD VERIFY EXISTING LOCATIONS AND CONDITIONS. COORDINATE WITH LANDLORD ON EXACT LOCATION AND ROOF WORK. ENSURE DOOR IS UNDERCUT 1/2" FOR AIR TRANSFER. FIRE PROTECTION NOT REQUIRED PER NFPA-13 SECTION 8.15.1.2.2 EXISTING SPRINKLER SYSTEM MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. NEW SPRINKLER HEAD (TYPICAL). LOCATIONS SHOWN DENOTE PREFERRED LOCATIONS AND COORDINATION WITH CEILING AND LIGHTS. SEE NOTES ON SHEET M101 AND SPECIFICATIONS ON SHEET M300. EXISTING HVAC EQUIPMENT, DUCTWORK, HANGERS, ASSOCIATED CONTROLS, ETC. NOT SCHEDULED TO BE RELOCATED OR REUSED SHALL BE DISCONNECTED AND REMOVED FROM JOB SITE. DO NOT JUST ABANDON. FIELD VERIFY EXACT CONDITIONS AND LOCATIONS PRIOR TO SUBMITTING A BID. NEW 6"0 FRENCH DRAIN UNDER FLOOR CONNECTED TO EXISTING MARSH GAS EVACUATION SYSTEM BELOW SLAB. NEW 6"0 MARSH GAS PIPE UP IN CHASE AND CONNECT TO EXISTING 6" PIPE ABOVE CEILING. ALL PIPE AND CONNECTIONS TO BE PER 1203.6.3.2.6 2015 IBC W/ STATE AMENDMENTS. EXISTING AHU TO BE RELOCATED TO ADJACENT SPACE AND DUCTWORK MODIFIED BY LANDLORD'S CONTRACTOR. EXISTING O.A. INTAKE AND DUCTWORK SERVING ADJACENT SPACE TO REMAIN. SHOWN FOR REFERENCE ONLY. EXISTING MARSH GAS VENTS © 17'-10 1/2" A.F.F. TO REMAIN. KEYED NOTES A 400 22"x16" SA 10"O SA 0 .J 0 10"0 :SA 0 (TYP) 0 O"' ....SA 0 400 20"x 16" SA - A 400 0 P 0 A 400 20"x14" SA 24"x 16" SA 20"x16" SA 20"x12" SA (TYP) 0 0 • 1 0 400 18"x12" SA • 12"x12" SA 400 12"x12 • • 0 400) A 0 • 000 0 War 0 1 0 • 0 AT START OF CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD STRUCTURAL ELEMENTS AND LANDLORD'S DUCTWORK/PIPING THAT MAY CONFLICT WITH DUCT LOCATIONS PRIOR TO BID, PURCHASING, AND INSTALLING — COORDINATE WITH UNIQLO'S ARCHITECT/ENGINEER IF DUCTWORK ON DRAWING IS NOT ABLE TO BE INSTALLED PER PLAN TO ENSURE REFLECTIVE CEILING DRAWING'S CEILING HEIGHTS. COORDINATE EXACT LOCATIONS OF AIR DEVICES AND SPRINKLER HEADS WITH A200 AND A201. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE HVAC SYSTEM START—UP. TESTING AND AIR BALANCE. ENERGY CONTROLS CONSULTANTS. INC. WILL PERFORM ALL CONTROL TERMINATION AFTER THE MECHANICAL CONTRACTOR COMPLETES START—UP. EMS HVAC CONTRACTOR TO COORDINATE WITH EMS CONTRACTOR AS REQUIRED. HVAC AND LIGHTING CONTROLS ARE PROVIDED BY ENERGY CONTROL CONSULTANTS. INC. 10220 WEST STATE ROAD 84 SUITE 9 DAVIE, FL 33324 GREG BRUNCH ENGINEER/PROJECT MANAGEMENT CONSULTANT PHONE: 954-739-8400 FAX: 954-717-3769 CELL: 414-573-3500 EMAIL: gregb@energycontrol.com JASON COMBS ENGINEER/PROJECT MANAGEMENT CONSULTANT PHONE: 954-739-8400 FAX: 954-717-3769 CELL: 954-868-1246 EMAIL: jasonc@energycontrol.com COORDI\ATION CHS CHR HS HR R.D. R.S. R.A. S.A. -D- TE 111 SUPPLY AIR DIFFUSER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN REF. DISCHARGE LINE REF. SUCTION LINE OUTDOOR AIR RETURN AIR SUPPLY AIR RETURN AIR GRILLE GAS LINE CONDENSATE DRAIN LINE TOILET EXHAUST MOTORIZED DAMPER SMOKE DETECTION DEVICE THERMOSTAT THEMOSTAT SENSOR SMOKE DETECTOR DAMPER RETURN AIR GRILLE DIFF. DIFFUSER M.D. MANUAL DAMPER F.D. FIRE DAMPER F.C. FLEXIBLE CONNECTION S.E. SMOKE EXHAUST (:# AIR DEVICE TYPE AIR VOLUME IN CUBIC FEET/MINUTE (CFM) 0 SPRINKLER HEAD HVAC SYN3OLS LEG ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. ON COMPLETION OF INSTALLATION, TENANT SHALL OBTAIN AT THE TENANT'S EXPENSE, A SPECIAL INSPECTION SIGN—OFF FROM THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AND SHALL DELIVER PROOF OF SIGN—OFF TO THE LANDLORD TENANT COORDINATOR REPRESENTATIVE ON SITE. MECH CO\ \OTES 40 • 0 0 0 0 0 • r - FRONT MECHANICAL PLAN gEPARATE APp ND as3 RECEIVED CITY OF TUKWILA SEP 2 0 2017 _PERMIT CENTER 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE t DESCRIPTION 09/13/17 1 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL EV DATE DESCRIPTION ROBERT L. QUEATHEM ENGINEER S50 CRAIG ROAD, sun 3oo ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES SUPPORT TOTAL 8,182 SF 760.1 SM 1,826 SF 169.6 SM 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: ELB CHECKED Br SLP PROTO VERSION 04.13.2015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA FRONT MECHANICAL PLAN AND NOTES ROOF JOIST HANGER WIRE HANGER SPACING AND ROD SIZE SHEET MTL. DUCT HANGER BEAM CLAMP RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS COOLING DATA AT Jun 1400 COOLING OA DB I WB 83.5 °F /'64.8 °F HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F ROOF JOIST � - HANGER WIRE CLEVIS HANGER OVERSIZED FOR INSULATION WITH 18" ROLLED SLEEVE FOR SUPPORT 180' - PIPE SIZE 1/2" 3/4" 1 1/4" 1 1/2" 2" 2 1/2" 3 3 1/2" 4" 5" 6" 10"8 12" 14" 16" 18" 20" 24 MAX SPAN 7' 7' 7' 7' 9' 10' 11' 12' 13' 14' 16' 17' 19' 22' 23' 25' 27' 28' 30' 32' ROD SIZE 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 5/8" 5/8" 3/4" 3/4" 7/8" 70" 1 1" 1" 1 1/4" 1 1/4" STORM COLLAR RAIN CAP THIMBLE TOILET EXHAUST FAN 7 CEILING Window & Skylight Solar Loads Wall Transmission Roof Transmission 605 ft2 605 ft2 8125 ft2 13815 8125 ft2 39718 Window Transmission Skylight Transmission Door Loads ® - SHEET MTL. DUCT HANGER SPIRAL DUCT Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting 42 ft2 8125 ft2 8125 ft2 EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS 14230 W 26045 DUCT HANGER DETAIL PIPE HA\GE DETAIL TOILET FAN EXHAUST DETAIL Electric Equipment People 8181 W 25002 27602 32616 Infiltration Miscellaneous Safety Factor 10% / 10% Zone Conditioning Plenum Wall Load 118977 35877 48110 Plenum Roof Load RIGID ROUND SHEET METAL DUCT Plenum Lighting Load Return Fan Load Ventilation Load 32235 14566 WRAPPED INSULATION COVERING RIGID ROUND DUCT FLEXIBLE DUCT CONNECTION 8000 CFM 8000 C F M BALANCING DAMPER - (ACT LOCATION) Supply Fan Load 1820 CFM 8000 CFM -11593 1820 C F M 8000 C F M 89918 1" X 20 GAUGE GALVANIZED SUPPORT STRAP i, moi, moi, i. Space Fan Coil Fans -BALANCING DAMPER LOCATED IN NECK OF DEVICE ACCESSIBLE THRU FACE EXISTING ROOF FRAMING DECK OPENING. WELD ANGLE FRAMING TOGETHER. Duct Heat Gain / Loss 3/16" V3 <ANGLE TO ANGLE. ANGLE FRAME TO P3/16" V \JOIST TOP CHORD. WOOD BLOCKING FURNISHED W/CURB G.I. COUNTER FLASHING Central Cooling Coil Central Heating Coil 187087 24310 ANGLES 134354 » Total Conditioning 24310 INSULATED SUPPLY DUCT Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads INSULATED FLEXIBLE DUCT PROTECTION SADDLE DIFFUSER STARTER COLLAR (MINIMUM 4"). SQUARE TO HVAC CALC U LATI O \ S SALES DESIGN COOLING BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. ROUND ADAPTER (IF REQUIRED) ALL CURBS SHALL BE FASTENED TO ANGLES TYPICAL ANGLE FRAMING FOR CURB SUPPORT MEMBRANE FLASHING TO MATCH MFG. SPECS. FOR EXIST. ROOF SYSTEM LAP SEALANT GRAVEL SURFACED SINGLE PLY MEMBRANE ROOF NOTE: TOP OF CURB TO BE LEVEL ALL FOUR SIDES CEILING EXISTING ROOF FRAMING CURB FURNISHED BY CURB CONTRACTOR RIGID INSULATION BY CURB CONTRACTOR SUPPLY DIFFUSER WITH LAY -IN FRAME COOLING DATA AT Jul 1400 COOLING OA DB / WB 93.5 °F / 76.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 29.0°F/24.4°F SECTION NOTES: 1) Window & Skylight Solar Loads Wall Transmission Roof Transmission 529 ft2 1438 ft2 529 ft2 1438 ft2 Window Transmission Skylight Transmission Door. Loads Floor Transmission Partitions Ceiling 1438 ft2 21 ft2 1438 ft2 PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND. 2) PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. 3) EXISTING METAL DECK TO REMAIN CONTRACTOR 3"x3"x1 /4" ANGLE FRAME CURB SUPPORT EXISTING ROOF FRAMING STEEL ANGLE FRAMING NOTE: CURB SHALL BEAR DIRECTLY ON STRUCTURAL STEEL, NOT ON METAL DECK. ROOFTOP UNIT MUST SIT LEVEL PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. 5) FLEXIBLE DUCT SHALL BE LIMITED TO MAXIMUM LENGTH OF 5 FEET. 6) MAIN DAMPERS AT DUCT BRANCH LOCATED IN GYP. BOARD CEILING TO HAVE REMOTE YOUNG REGULATORS WITH CABLE AND CONCEALED CEILING CAP. PLAN DETAIL NOTE: STRUCTURAL DRAWINGS TAKE PRECEDENCE. NOTE: STRUCTURAL DRAWINGS TAKE PRECEDENCE. Overhead Lighting Task Lighting Electric Equipment People 2204 W DIFFUSER CONNECTIO\ DETAIL TYPICAL RTU ANGLE FAVI\G DETAIL ROOF CURS SECTION DETAIL Infiltration Miscellaneous Safety Factor 12310 10%/ 10% Zone Conditioning Plenum Wall Load Plenum Roof Load 29173 Plenum Lighting Load Return Fan Load Ventilation Load 1600 CFM 1600 CFM ROOFTOP UNIT Supply Fan Load 160 CFM 1600 CFM 160 CFM 1600 CFM Space Fan Coil Fans Duct Heat Gain / Loss OUTDOOR AIR INTAKE ./ PVC MIP X SOCKET ADAPTOR. CONNECT TO PVC DRAIN PIPE FROM DRAIN PAN. NOTE: PROVIDE CONDENSATE TRAP AT EACH CONDENSATE DRAIN OUTLET ON HVAC -UNIT. Central Cooling Coil Central Heating Coil 41626 RELIEF EXHAUST 15148 TRAP PIPING TO BE SAME SIZE AS PIPING CONNECTION AT UNIT. THREADED SWEAT ADAPTOR BRONZE THREADED TEE ROOFTOP UNIT CENTER OUTLET OVER SPLASH PLATE. Positive values are clg loads Negative values are htg loads ................................................................. Positive values are htg loads Negative values are, clg loads HVAC CALCULATIONS STOCK PROOF CURB ROOF DECK SUPPLY AIR DUCT RETURN AIR DUCT City Name Seattle IAP Location Washington Latitude 47.5 Longitude 122.3 Elevation 449.0 Summer Design Dry -Bulb 85.0 Summer Coincident Wet -Bulb 65.0 Summer Daily Range 18.3 Winter Design Dry -Bulb 23.0 Winter Design Wet -Bulb 19.2 Atmospheric Clearness Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 Local Time Zone (GMT +1- N hours) 8.0 Consider Daylight Savings Time No Simulation Weather Data N/A Current Data is 2001 ASHRAE Handbook Design Cooling Months January to December CONDENSATE DRAIN TO TRAP, AIR GAP, AND TERMINATE ON ROOF Deg. Deg. ft °F °F °F °F °F T'STAT WIRING PROVIDE GALVANIZED STEEL SPACER BAR STOCK IF REQUIRED. ANCHOR TO HVAC EQUIPMENT STEEL SUPPORT CHANNEL CHANNEL AND PIPE CLAMP PROVIDE A. FELT WALK PAD. PLUG TYPICAL NOTE: 1. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. BTU/(hr-ft• °F) hours TRAP SEAL SHALL BE; 3 TO 20 TON A/C UNITS =4" MIN. 25 TO 40 TON A/C UNITS =6" MIN. RECEIVED CITY OF TUKWILA b n C2s3 PERMIT CENTER WEATHER DESIGN ROOFTOP UNIT INSTALLATION DETAIL 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL_ REV. DATE DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com SIONALE" PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 ELB SLP PROTO VERSION 04.13.2015 109/13/17 STORE I SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA MECHANICAL DETAILS AND LOAD CALCULATIONS DESC. AREA (SQ. FT.) AREA OUTDOOR AIR RATE TABLE 403.3.1.1 (RA) AREA OUTDOOR AIR (RaAz) OCCUPANT LOAD RATE TABLE 403.3.1.1 (PEOPLE/1000 SQ.FT.) OCCUPANCY C x F/1000 (Pz) OCCUPANT OUTDOOR AIR RATE TABLE 403.3.1.1 (Rp) OCCUPANT OUTDOOR AIR (RpPz) BREATHING ZONE OUTDOOR AIR (Vbz = RpPz + RaAz) ZONE AIR DISTRIBUTION EFFECTIVENESS (Ez) ZONE OUTDOOR AIR (Voz= Vbz/Ez) ZONE OUTDOOR AIR REQUIRED SUPPLY AIR DESIGN (Vpz) OUTDOOR AIR FRACTION (Zp=Voz/Vpz) SALES 7355 0.12 882.6 15 110.3 7.5 832.5 1715.1 1 1715.1 1715.1 6600 0.26 STOCK 734 0.12 88.1 0.0 0.0 88.1 1 88.1 88.1 500 0.18 EXT HALL 72 0.06 4.3 0.0 0.0 4.3 1 4.3 4.3 50 0.09 ALTERATION 197 0.06 11.8 5 1.0 5 4.9 16.7 1 16.7 16.7 800 0.02 OFFICE 113 0.06 6.8 5 0.6 5 2.8 9.6 1 9.6 9.6 250 0.04 BREAK 273 0.06 16.4 25 6.8 5 34.1 50.5 1 50.5 50.5 300 0.17 FITTING 251 0.12 30.1 15 3.8 7.5 28.2 58.4 1 58.4 58.4 400 0.15 HALLWAY 322 0.06 19.3 0.0 0.0 19.3 1 19.3 19.3 200 0.10 TOTALS 9317 1962.0 1962.0 9100 Ev TOTAL REQUIRED OUTDOOR AIR 1962 TOTAL OUTDOOR AIR PROVIDED BY HVAC UNITS 1980 1 CALCULATIONS BASED ON 2015 IMC WITH WA AMENDMENTS NOTE: TOILET ROOM AND ELEC. ROOM SQ. FT. NOT INCLUDED _ OUTSIDE AIR CALCULATIO\S ROOF JOIST HANGER WIRE HANGER SPACING AND ROD SIZE SHEET MTL. DUCT HANGER BEAM CLAMP RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS COOLING DATA AT Jun 1400 COOLING OA DB I WB 83.5 °F /'64.8 °F HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F ROOF JOIST � - HANGER WIRE CLEVIS HANGER OVERSIZED FOR INSULATION WITH 18" ROLLED SLEEVE FOR SUPPORT 180' - PIPE SIZE 1/2" 3/4" 1 1/4" 1 1/2" 2" 2 1/2" 3 3 1/2" 4" 5" 6" 10"8 12" 14" 16" 18" 20" 24 MAX SPAN 7' 7' 7' 7' 9' 10' 11' 12' 13' 14' 16' 17' 19' 22' 23' 25' 27' 28' 30' 32' ROD SIZE 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 5/8" 5/8" 3/4" 3/4" 7/8" 70" 1 1" 1" 1 1/4" 1 1/4" STORM COLLAR RAIN CAP THIMBLE TOILET EXHAUST FAN 7 CEILING Window & Skylight Solar Loads Wall Transmission Roof Transmission 605 ft2 605 ft2 8125 ft2 13815 8125 ft2 39718 Window Transmission Skylight Transmission Door Loads ® - SHEET MTL. DUCT HANGER SPIRAL DUCT Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting 42 ft2 8125 ft2 8125 ft2 EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS 14230 W 26045 DUCT HANGER DETAIL PIPE HA\GE DETAIL TOILET FAN EXHAUST DETAIL Electric Equipment People 8181 W 25002 27602 32616 Infiltration Miscellaneous Safety Factor 10% / 10% Zone Conditioning Plenum Wall Load 118977 35877 48110 Plenum Roof Load RIGID ROUND SHEET METAL DUCT Plenum Lighting Load Return Fan Load Ventilation Load 32235 14566 WRAPPED INSULATION COVERING RIGID ROUND DUCT FLEXIBLE DUCT CONNECTION 8000 CFM 8000 C F M BALANCING DAMPER - (ACT LOCATION) Supply Fan Load 1820 CFM 8000 CFM -11593 1820 C F M 8000 C F M 89918 1" X 20 GAUGE GALVANIZED SUPPORT STRAP i, moi, moi, i. Space Fan Coil Fans -BALANCING DAMPER LOCATED IN NECK OF DEVICE ACCESSIBLE THRU FACE EXISTING ROOF FRAMING DECK OPENING. WELD ANGLE FRAMING TOGETHER. Duct Heat Gain / Loss 3/16" V3 <ANGLE TO ANGLE. ANGLE FRAME TO P3/16" V \JOIST TOP CHORD. WOOD BLOCKING FURNISHED W/CURB G.I. COUNTER FLASHING Central Cooling Coil Central Heating Coil 187087 24310 ANGLES 134354 » Total Conditioning 24310 INSULATED SUPPLY DUCT Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads INSULATED FLEXIBLE DUCT PROTECTION SADDLE DIFFUSER STARTER COLLAR (MINIMUM 4"). SQUARE TO HVAC CALC U LATI O \ S SALES DESIGN COOLING BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. ROUND ADAPTER (IF REQUIRED) ALL CURBS SHALL BE FASTENED TO ANGLES TYPICAL ANGLE FRAMING FOR CURB SUPPORT MEMBRANE FLASHING TO MATCH MFG. SPECS. FOR EXIST. ROOF SYSTEM LAP SEALANT GRAVEL SURFACED SINGLE PLY MEMBRANE ROOF NOTE: TOP OF CURB TO BE LEVEL ALL FOUR SIDES CEILING EXISTING ROOF FRAMING CURB FURNISHED BY CURB CONTRACTOR RIGID INSULATION BY CURB CONTRACTOR SUPPLY DIFFUSER WITH LAY -IN FRAME COOLING DATA AT Jul 1400 COOLING OA DB / WB 93.5 °F / 76.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 29.0°F/24.4°F SECTION NOTES: 1) Window & Skylight Solar Loads Wall Transmission Roof Transmission 529 ft2 1438 ft2 529 ft2 1438 ft2 Window Transmission Skylight Transmission Door. Loads Floor Transmission Partitions Ceiling 1438 ft2 21 ft2 1438 ft2 PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND. 2) PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. 3) EXISTING METAL DECK TO REMAIN CONTRACTOR 3"x3"x1 /4" ANGLE FRAME CURB SUPPORT EXISTING ROOF FRAMING STEEL ANGLE FRAMING NOTE: CURB SHALL BEAR DIRECTLY ON STRUCTURAL STEEL, NOT ON METAL DECK. ROOFTOP UNIT MUST SIT LEVEL PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. 5) FLEXIBLE DUCT SHALL BE LIMITED TO MAXIMUM LENGTH OF 5 FEET. 6) MAIN DAMPERS AT DUCT BRANCH LOCATED IN GYP. BOARD CEILING TO HAVE REMOTE YOUNG REGULATORS WITH CABLE AND CONCEALED CEILING CAP. PLAN DETAIL NOTE: STRUCTURAL DRAWINGS TAKE PRECEDENCE. NOTE: STRUCTURAL DRAWINGS TAKE PRECEDENCE. Overhead Lighting Task Lighting Electric Equipment People 2204 W DIFFUSER CONNECTIO\ DETAIL TYPICAL RTU ANGLE FAVI\G DETAIL ROOF CURS SECTION DETAIL Infiltration Miscellaneous Safety Factor 12310 10%/ 10% Zone Conditioning Plenum Wall Load Plenum Roof Load 29173 Plenum Lighting Load Return Fan Load Ventilation Load 1600 CFM 1600 CFM ROOFTOP UNIT Supply Fan Load 160 CFM 1600 CFM 160 CFM 1600 CFM Space Fan Coil Fans Duct Heat Gain / Loss OUTDOOR AIR INTAKE ./ PVC MIP X SOCKET ADAPTOR. CONNECT TO PVC DRAIN PIPE FROM DRAIN PAN. NOTE: PROVIDE CONDENSATE TRAP AT EACH CONDENSATE DRAIN OUTLET ON HVAC -UNIT. Central Cooling Coil Central Heating Coil 41626 RELIEF EXHAUST 15148 TRAP PIPING TO BE SAME SIZE AS PIPING CONNECTION AT UNIT. THREADED SWEAT ADAPTOR BRONZE THREADED TEE ROOFTOP UNIT CENTER OUTLET OVER SPLASH PLATE. Positive values are clg loads Negative values are htg loads ................................................................. Positive values are htg loads Negative values are, clg loads HVAC CALCULATIONS STOCK PROOF CURB ROOF DECK SUPPLY AIR DUCT RETURN AIR DUCT City Name Seattle IAP Location Washington Latitude 47.5 Longitude 122.3 Elevation 449.0 Summer Design Dry -Bulb 85.0 Summer Coincident Wet -Bulb 65.0 Summer Daily Range 18.3 Winter Design Dry -Bulb 23.0 Winter Design Wet -Bulb 19.2 Atmospheric Clearness Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 Local Time Zone (GMT +1- N hours) 8.0 Consider Daylight Savings Time No Simulation Weather Data N/A Current Data is 2001 ASHRAE Handbook Design Cooling Months January to December CONDENSATE DRAIN TO TRAP, AIR GAP, AND TERMINATE ON ROOF Deg. Deg. ft °F °F °F °F °F T'STAT WIRING PROVIDE GALVANIZED STEEL SPACER BAR STOCK IF REQUIRED. ANCHOR TO HVAC EQUIPMENT STEEL SUPPORT CHANNEL CHANNEL AND PIPE CLAMP PROVIDE A. FELT WALK PAD. PLUG TYPICAL NOTE: 1. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. BTU/(hr-ft• °F) hours TRAP SEAL SHALL BE; 3 TO 20 TON A/C UNITS =4" MIN. 25 TO 40 TON A/C UNITS =6" MIN. RECEIVED CITY OF TUKWILA b n C2s3 PERMIT CENTER WEATHER DESIGN ROOFTOP UNIT INSTALLATION DETAIL 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL_ REV. DATE DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com SIONALE" PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 ELB SLP PROTO VERSION 04.13.2015 109/13/17 STORE I SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA MECHANICAL DETAILS AND LOAD CALCULATIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY INTENT APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. FIRE PROTECTIO\ FIELD VERIFICATION NOTES 1. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. 2. REFER TO SPECIFICATION SHEET M300 FOR FIRE PROTECTION SPRINKLER DESIGN CRITERIA AND SPRINKLER HEAD TYPES. PLAN MARK QUANTITY *TITUS MODEL NO. MODULE SIZE FACE SIZE NECK SIZE FLEX SIZE TYPE NOTES A 17 OMNI 24"x24" 24"x24" 10" RD 10" RD. DIFF. 1,3,5 B 2 OMNI 24"x24" 24"x24" 8" RD 8" RD. DIFF. 1,3,5 C 5 TMSA 24"x24" 24"x24" 10" RD 10" RD. DIFF. 1,2,5 D 2 TMSA 24"x24" 24"x24" 6" RD 6" RD. DIFF. 1,2,5 E 2 TMSA 12"x12" 12"x12" 6" RD 6" RD. DIFF. 1,2,5 F 1 300RS 12"x8" 14"x10" N/A N/A REGISTER 1,4,5 G 1 350RL 12"x12" 14"x14" N/A N/A GRILLE 4 H 4 855 22"x22" 24"x24" N/A N/A GRILLE 2,6 J 5 855 22"x22" 24"x24" N/A N/A GRILLE 3,6 NOTES: TO PLAN FOR THROW PATTERN SHALL FIT LAY -IN CEILING MODULE FRAME SHALL FIT GYP. BD. ROUGH -IN OPENING BOARD MOUNTED & INSTALL OPPOSED BLADE DAMPER LINED R.A. BOOT W/ INTERIORS PAINTED FLAT BLACK 1. REFER 2. FRAME 3. TRM 4. GYP. 5. PROVIDE 6. PROVIDE * OR APPROVED EQUAL GE\EAL SPRINKLE \OTES CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM AS REQUIRED TO FACILITATE THE INSTALLATION OF THE NEW SPACE DESIGN INCLUDING THE NEW CEILING DESIGN, HVAC INSTALLATION, STRUCTURAL ELEMENTS AND OTHER TRADES. ALL DEMOLITION TO BE COORDINATE WITH ALL OTHER TRADES. B CONTRACTOR SHALL REMOVE ANY AND ALL EXISTING FIRE EXTINGUISHERS THROUGHOUT THE WORK AREA. AIR DEVICE SCHEDULE C NEW FIRE EXTINGUISHERS SHOWN ON M100 ARE FOR REFERENCE AND PROVIDED AND INSTALLED BY G.C. SEE ARCHITECTURAL DRAWINGS. FIRE PROTECTIO\ SPRIN <LER DEMOLITION \OTES \OT USED RTHP-1t MFR. -2 MFR. MODEL N0. BASE UNIT WT. UNIT SIZE VOLTS HZ PH MCA MIN. OUTSIDE AIR CFM TOTAL CFM FILTERS NO. SIZE TYPE YORK XP12OCOOR4 1135 LBS. 10 TONS 480 60 3 27 910 4000 4 24x20x2 T/A COOLING CAPACITY EER HEAT CAPACITY EVAP. COIL EVAPORATOR FAN MOTOR ©17T COP ©47'F COP SIZE ROWS SENSIBLE TOTAL 94.3 MBH 120.2 MBH 11 59.00 MBH 225 106.00 MBH 3.40 13.2 SQ.FT. 4 5 HP ACCESSORIES: 1. SEISMIC ROOF CURB (C2-0014-5035) 154LBS 2. LOW LEAK ECONOMIZER WITH BAROMETRIC RELIEF AND POWER EXHAUST, FDD CONTROLS AND INTAKE AND EXHAUST HOODS 85LBS 3. LONMARK READY CONTROLS 4. WATER LEVEL MONITORING DEVICE CONFORMING TO UL 508 IN DRAIN PAN FOR SECONDARY CONDENSATE PER 2015 IMC W/ AMENDMENTS 307.2.3.4 F1THP-3 MFR. MODEL NO. BASE UNIT WT. UNIT SIZE VOLTS HZ PH MCA MIN. OUTSIDE AIR CFM TOTAL CFM FILTERS NO. SIZE TYPE YORK XNO48COOB4 904 LBS. 4 TONS 480 60 3 11.3 160 1600 2 15x20x2 T/A COOLING CAPACITY SEER 14.00 HEAT CAPACITY EVAP. COIL EVAPORATOR FAN MOTOR ©17'F 24.90 MBH COP 2.10 ©47'F 44.00 MBH COP 3 20 SIZE ROWS SENSIBLE 38.7 MBH TOTAL 48.2 MBH 5.06 SQ 4 1.50 HP ACCESSORIES: 1. SEISMIC ROOF CURB (C2-0014-5005) 160LBS 2. LOW LEAK ECONOMIZER WITH BAROMETRIC RELIEF AND POWER EXHAUST, FDD CONTROLS AND INTAKE AND EXHAUST HOODS 85LBS 3. LONMARK READY CONTROLS 4. WATER LEVEL MONITORING DEVICE CONFORMING TO UL 508 IN DRAIN PAN FOR SECONDARY CONDENSATE PER 2015 IMC W/ AMENDMENTS 307.2.3.4 ROOFTOP HEAT PUv1P UNIT SCHEDULES UNIQLO HAS A NATIONAL AGREEMENT WITH YORK INTERNATIONAL. THE HVAC EQUIPMENT SHALL BE PURCHASED FROM YORK. NO EXCEPTIONS. THE HVAC MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, VERIFYING PROPER QUANTITIES, LABOR, FIRST YEAR LABOR WARRANTY, AND PROVIDING TEMPORARY STORAGE. FOR PRICE QUOTATIONS AND QUESTIONS PLEASE CONTACT: YORK NATIONAL ACCOUNTS PHONE: 800-481-9738 FAX: 866-406-9675 FOR ALL OTHER INQUIRIES, PLEASE CONTACT: CESAR JOAO NATIONAL ACCOUNT SALES MANAGER PHONE: 732-921-2104 EMAIL: cesar.m.joao®jci.com �2S3 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 'K NATIONAL ACCOUNT HVAC EQUIPME\T PACKAGE 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE DESCRIPTION x 09L13/17 LANDLORD REVIEW 09/13/17 PERMIT_ SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV= DATE DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO; DRAWN BY: CHECKED BY: 170237 ELB SLP PROTO VERSION 04.13.2015 09/13/17 PER ITAND STORE I APPROVAL SPACE #718 REQUIRED WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA MECHANICAL SCHEDULES +SPRINKLER NOTES EXHAUST FAN SCHEDULE (EF -1, EF -2) MANUFACTURER MODEL NO. TOTAL S.P. IN WG. MOTOR HP NOMINAL RPM CFM CFM/ WATT VOLTS PH HZ PENN BARRY ZRB6-CT120 0.25 1/28 585 92 3.5 120 1 60 NOTES: LBS TRANSITION DUCT THRU ROOF WITH ROOF CAP (WCC06) WITH 12" HIGH CURB DAMPER 1. UNIT WEIGHT - 28 2. PROVIDE 6" DUCT 3. PROVIDE NEW 7"0 4. PROVIDE BACKDRAFT EXHAUST FAN SCHEDULE UNIQLO HAS A NATIONAL AGREEMENT WITH YORK INTERNATIONAL. THE HVAC EQUIPMENT SHALL BE PURCHASED FROM YORK. NO EXCEPTIONS. THE HVAC MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, VERIFYING PROPER QUANTITIES, LABOR, FIRST YEAR LABOR WARRANTY, AND PROVIDING TEMPORARY STORAGE. FOR PRICE QUOTATIONS AND QUESTIONS PLEASE CONTACT: YORK NATIONAL ACCOUNTS PHONE: 800-481-9738 FAX: 866-406-9675 FOR ALL OTHER INQUIRIES, PLEASE CONTACT: CESAR JOAO NATIONAL ACCOUNT SALES MANAGER PHONE: 732-921-2104 EMAIL: cesar.m.joao®jci.com �2S3 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 'K NATIONAL ACCOUNT HVAC EQUIPME\T PACKAGE 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE DESCRIPTION x 09L13/17 LANDLORD REVIEW 09/13/17 PERMIT_ SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV= DATE DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO; DRAWN BY: CHECKED BY: 170237 ELB SLP PROTO VERSION 04.13.2015 09/13/17 PER ITAND STORE I APPROVAL SPACE #718 REQUIRED WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA MECHANICAL SCHEDULES +SPRINKLER NOTES MECHANICAL SPECIFICATIONS GENERAL A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS, SHALL FORM A PART OF THIS SECTION OF THE SPECIFICATIONS. B. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS SECTION. SCOPE EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS, BOTH ON TENANT CONSTRUCTION DRAWINGS AND LANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. INSPECTION OF SITE ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR IS FAMILIAR WITH JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. PERMITS ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCON- TRACTOR INVOLVED. CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALL SATISFY ALL APPUCABLE CODES, ORDINANCES, AND/OR REGULATIONS OF THE GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO OWNER. MATERIALS AND WORKMANSHIP A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UN- LESS OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY AND ALL DEFECTS. LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COM- PETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL BE PROPERLY PROTECTED DURING CON- STRUCTION AND COMPLETION, INSTALLATION SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS PRESENT AS A RESULT OF THIS CONTRACT AND SHALL BE REMOVED FROM THE PREMISES, DO NOT ABANDON. CODES AND REGULATIONS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCOMTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. PROTECTION OF WORK AND PROPERTY A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE, SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. HE SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL. B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF, THE OWNER AND TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY. CHANGES IN THE WORK THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK, WITH CONTRACT SUM BEING ADJUSTED ACCORDINGLY. COOPERATION ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE SUF- FICIENT TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. CONTRACTORS SHALL CONTACT OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE INSTALL- ATION OF LINES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OR STRENGTH OF THE STRUCTURE. SUBSTITUTION OF MATERIALS MANUFACTURERS ARE LISTED ON PLANS TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF QUALITY EQUAL TO OR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY, FOR THE PURPOSE OF WHICH THE ITEMS SPECIFIED WERE INTENDED. SHOP DRAWINGS SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL THAT MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND/OR CON- STRUCTION MODIFICATIONS. DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS DIAGRAMMATICALLY INDICATE THE LOCATIONS OF THE VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR, TO ANY ITEMS SHOWN ON CONTRACT DRAWINGS, SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. RESPONSIBILITY A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE AND FULLY OPERATIONAL SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. FOR EXAMPLE, ON SINK INSTALLATIONS, ESCUTCHEONS SHALL BE PROVIDED FOR COUNTERTOP PENETRATIONS, ALTHOUGH THEY WERE NOT SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED AIR BALANCE REPORT AT COMPLETION OF PROJECT. THIS SHALL BE REQUIRED FOR BOTH REMODELED AND NEW STORES. HEATING. VENTILATING AND AIR CONDITIONING GENERAL A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, INFORMATION OR INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY THE OWNER, SHALL BE COMPLIED WITH IN EVERY ASPECT. B. THE LISTING HEREIN OF AN ARTICLE OR MATERIAL, OPERATION OR METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL EACH ITEM LISTED, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. THE CONTRACTOR SHALL PERFORM EACH OPERATION PRESCRIBED OR LISTED ACCORDING TO THE CONDITIONS STATED. EXAMINATION OF SITE ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL EXISTING CONDITIONS AFFECTING HIS WORK. ALL PROPOSALS SHALL SPECIFY, IN WRITING, ALL SUCH CONDITIONS THAT MAY ALTER OR AFFECT THE WORK UNDER THIS CONTRACT. SCOPE FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM EXCEPT AS SPECIFICALLY EXCLUDED BY DRAWINGS AND/OR BY TENANT'S DIRECTIONS. EQUIPMENT A. 1. ROOFTOP HEAT PUMP UNITS: HEATING AND AIR CONDITIONING AS SCHEDULED. UNIT TO BE COMBINED PACKAGED SYSTEM, ALL SEASON EQUIPMENT, CONSISTING OF BLOWER, DX COIL, COMPRESSOR(S) AND AIR COOLED OUTDOOR COIL SECTION. UNIT SHALL BE BE DESIGNED FOR DOWNFLOW ARRANGEMENT WITH ALL DUCT PENETRATIONS WITHIN FACTORY ROOF CURB. 2. FEATURES: UNITS TO BE WOUND FOR VOLTAGE AND PHASE AS SCHEDULED. DIRECT EXPANSION COIL WITH FACTORY INSTALLED EXPANSION VALVE - BLOWER SHALL BE OF THE CENTRIFUGAL BELT DRIVEN OR MULTI -SPEED DIRECT DRIVE TYPE WITH FORWARD CURBED BLADES - BLOWER AND MOTOR ISOLATED FOR QUIET OPERATION- BUILT IN MOTOR STARTER WITH OVER VOLTAGE PROTECTION. HERMETICALLY SEALED COMPRESSOR WITH INHERENT OVERLOAD PROTECTION THERMOSTAT - NON -PRORATED 5 -YEAR WARRANTY ON COMPRESSOR AND HEAT EXCHANGER - CONDENSER COIL CONSTRUCTED OF COPPER TUBING WITH ALUMINUM FINS - CRANKCASE HEATERS - BUILT IN MOTOR STARTERS ELECTRIC IGNITION - HIGH LOW PRESSURE CUTOUT ON COMPRESSOR - SHUTOFF VALVES ON LIQUID AND SUCTION LINES - SHORT CYCLE TIMER PROTECTION -FILTER -DRYER -VIBRATION ISOLATION. UNIT FACTORY CHARGED. 3. ACCESSORIES: REFER TO RTHP SCHEDULE ON SHEET M100. B. FILTERS - FILTERS SHALL BE OF THE THROW AWAY TYPE WHEREVER POSSIBLE. IF FILTERS ARE BY NECESSITY THE PERMANENT TYPE, THEY MUST BE OF THE CLEANABLE, HIGH VELOCITY TYPE AND SHALL BE AMERICAN AIR FILTERS, AIR MAYS, EVANS, OR APPROVED EQUAL. FILTERS SHALL BE OF THE OPTIMUM THICKNESS AND DESIGN FACE VELOCITY SHALL NOT EXCEED 550 FPM. INSTALLATION OF THE AIR CONDITIONING UNIT SHALL NOT IMPEDE OR CONFLICT WITH ACCESS TO FILTERS. IF THE FILTERS ARE IN FRAME HOLDERS, HOLDERS SHALL BE PROVIDED WITH A LEFT HANDLE. C. THE HVAC SUBCONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED HVAC EQUIPMENT AND RELATED ACCESSORIES WITH 2" HIGH PAINTED STENCILED LETTERS OF THE STORE NAME ON ALL SIDES OF EQUIPMENT. D. ALL HVAC UNITS SHALL BE EQUIPPED WITH COMMERICAL GRADE PROGRAMMABLE DISTECH CONTROLS WITH REMOTE SMART-VUE CO2, HUMIDITY, AND TEMPERATURE SENSORS. CONTROLS AND SENSORS ARE PROVIDED AND INSTALLED BY THE ENERGY CONTROL CONTRACTOR. HEATING AND COOLING CONTROLS CAPABLE OF BEING ADJUSTED TO 55'F HEATING AND 85'F COOLING. DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION SHALL BE AS FOLLOWS: COOLING: 72'F MAXIMUM OCCUPIED COOLING TEMPERATURE 80'F COOLING NIGHT SETBACK. HEATING: 68'F MAXIMUM OCCUPIED HEATING TEMPERATURE 64'F HEATING NIGHT SETBACK. FAN: CONTINUOUS IN OCCUPIED AND RECOVERY MODE AND WITH HEATING OR COOLING EQUIPMENT IN UNOCCUPIED MODE. DEADBAND: CAPABLE OF MAINTAINING A 5'F DEADBAND. CLOCK: 7 DAY CAPABLE OF 7 DIFFERENT DAY SCHEDULES. OVERNIGHT: HAVE A 2 HOUR OVERRIDE ACCESSIBLE TO MANAGER. BACKUP: CAPABLE OF MAINTAINING PROGRAMMED SETTING FOR AT LEAST 10 HOURS WITHOUT POWER. AUX HEAT: AUXILIARY ELECTRIC HEAT SHALL BE ENGAGED AS SECOND STAGE HEATING ONLY AND SHALL NOT ENGAGE WHEN SYSTEM IS IN COOLING MODE. E. EXHAUST FANS 1. TOILET EXHAUST- REFER TO M100 SHEET FOR ADDITIONAL INFORMATION. DUCTWORK A. SQUARE/RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL B. ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL. ALL 90 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JOINTS SHALL BE SWAGGED WITH ONE-HALF INCH (1/2") OVERLAP. C. ALL SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED STEEL WITH 2" THICK (MINIMUM R-5) EXTERNAL ACOUSTICAL AND THERMAL INSULATION. DUCTWORK IN LOCATED IN CONDITIONED OPEN TO DECK SPACES, DO NOT REQUIRE INSULATION. D. FLEXIBLE AIR DUCT FOR CONNECTIONS BETWEEN S.M. DUCT AND DIFFUSER SHALL BE AIR DUCT LISTED BY UNDERWRITERS LABORATORIES UNDER UL STANDARD 181 AS A CLASS 1 FLEXIBLE AIR DUCT AND COMPLYING WITH NFPA STANDARDS 90A AND 90B. DUCT SHALL BE FACTORY MADE AND COMPOSED OF A CPE LINER DUCT PERMANENTLY BOUNDED TO A COATED SPRING STEEL WIRE HELIX AND SUPPORTING A FIBER GLASS INSULATING BLANKET. R.-5.0 LOW PERMEABILITY OUTER VAPOR BARRIER OF FIBER GLASS REINFORCED FILM LAMINATE SHALL COMPLETE THE COMPOSITE. E. CONTRACTOR SHALL SUPPLY AND INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH TERMINATE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE-HALF INCH (1/2") MESH IN REMOVABLE GALVANIZED STEEL FRAMES. F. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN THE LATEST EDITION OF THE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS GUIDE (ASHRAE), FABRICATED AND INSTALLED IN ACCORDANCE WITH THE METHODS RECOMMENDED IN THE SHEET METAL AND AIR CON- DITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE 1. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 1818. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. HANGERS AND SUPPORTS A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 U.S. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH 1-1/4" x 1-1/4" x 1-1/4" ANGLES AT FLOOR PENETRATIONS. B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. FLASHING A. CONTRACTOR SHALL PROVIDE WATER TIGHT 24 GA. SHEET METAL FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR TO ROOF, ETC. ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE INCLUDED IN THE RESPONSIBILITY OF THE HVAC SUB- CONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK TO MAINTAIN THE ROOF WARRANTY. DAMPERS A. SPLITTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT LESS THAN NO. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. EACH DAMPER SHALL BE SIZED ADEQUATELY TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON OPPOSITE END. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH ENDS). B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON ONE-HALF INCH (1/2") DIAMETER RUSTPROOF AXLE. BEARINGS SHALL BE OF THE SELF-LUBRICATING FERRULE TYPE. C. FIRE DAMPERS SHALL BE SUPPLIED AND INSTALLED BY HVAC CONTRACTOR AT DUCT PENETRATIONS IN FIRE RATED WALLS, FLOORS, CEILINGS, AND ROOFS AS REQUIRED. COORDINATE WITH LANDLORD, LOCAL FIRE MARSHALL AND ALL CODES AND GOVERNING AUTHORITES HAVING JURISDICTION. D. FIELD FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN SQUARE ELBOWS. PROVIDE AND INSTALL BARBER-COLMAN AIRTURNS OR EQUAL. TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTER- LINE RADIUS OF ONE AND ONE-HALF (1-1/2) TIMES THE DUCT WIDTH. DUCTWORK - EXCEPTIONS DUCTWORK FOR EXHAUST OR OUTSIDE SUPPLY AIR SHALL BE ALL METAL AND CONSTRUCTED ACCORDING TO RECOMMENDED PRACTICES OF THE LATEST ISSUE OF ASHRAE. SUPPORT OF DUCT SYSTEM HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE AFOREMENTIONED MANUAL ARE ADHERED TO. DUCTS SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT MORE THAN 8'-0" O.C. STRAIGHT DUCTS UP TO 59" MAX. DIMENSIONS SHALL BE SUPPORTED 6'-0" O.C. DUCTS OVER 60" MAX. DIMENSIONS SHALL BE SUPPORTED AT 4'-0" O.C. REINFORCEMENT ALL DUCTS SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF SMACNA MANUAL. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL. ALL SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. SPRINKLER SYSTEM A. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. STOREFRONT, SALES, AND FITTING ROOM: CONCEALED, COVER PLATE TO MATCH COLOR OF CEILING (WHITE) 2. CIRCULAR ACCENT CEILING IN FRONT OF SALES: CONCEALED, COVER PLATE TO MATCH COLOR OF CEILING (BRUSHED CHROME) 3. BOH LAY -IN TILE CEILINGS: SEMI RECESSED 4. STOCK AREAS OPEN TO DECK: BRASS, UPRIGHT IF REUSING EXISTING SPRINKLER HEADS, ANY NEW SPRINKLER HEADS ADDED SHALL MATCH EXISTING TYPE. FIELD VERIFY. B. FIRE PROTECTION SPRINKLER DESIGN CRITERIA SHOP DRAWINGS -THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TENANT'S LANDLORD AND TO THE APPROPRIATE AUTHORITIES AND INSURANCE UNDERWRITER FOR THEIR APPROVAL. A COPY OF THE APPROVAL LETTER FROM THESE AUTHORITIES SHALL BE FORWARDED TO THE TENANT, LANDLORD AND DESIGN ARCHITECT. ENTIRE SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO MEET FOLLOWING CRITERIA: A. SPRINKLER SYSTEM 1. LIGHT HAZARD OCCUPANCY: DENSITY .10 GPM PER SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT., MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. 2. ORDINARY 1 HAZARD OCCUPANCY: ELECTRICAL, IT/DATA, AND MECHANICAL ROOMS. DENSITY .16 GPM PER SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT., MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. 3. ORDINARY 2 HAZARD OCCUPANCY: RETAIL SALES AREA AND STORAGE ROOMS. DENSITY .20 GPM PER SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. 4. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. 5. CLOSELY SPACED SPRINKLER HEADS LOCATED 6'-O" O.C. SHALL DISCHARGE MINIMUM 3 GPM PER LINEAR FOOT OF PROTECTED LINE. NUMBER OF CLOSELY SPACED SPRINKLERS INCLUDED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA-13 PARAGRAPH 11.3.3. 6. MINIMUM PRESSURE AT SPRINKLER HEAD 7 PSI. 7. WHENEVER ROLL GROOVED CONNECTIONS ARE USED, ALLOWANCE FOR ADDITIONAL PRESSURE LOSS AT GROOVES SHALL BE MADE AS FOLLOWS: a. FOR EACH COUPLING ON STRAIGHT RUN INCLUDING STRAIGHT FLOW THROUGH TEE OR CROSS; ADD 1 EQUIVALENT FOOT OF PIPE. b. FOR EACH COUPLING AT ELBOW, TEE OR CROSS WHERE DIRECTION OF FLOW CHANGES; ADD 2 EQUIVALENT FEET OF PIPE. 8. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA 13. a. WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH LIGHTWALL PIPE, EQUIVALENT FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30%. 9. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR AREA COVERED BY THIS HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN ACCORDANCE WITH NFPA 13 PARAGRAPH 7-4.3.1.2. 10. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO EXISTING FIRE PROTECTION SYSTEM. 11. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 5% PRESSURE SAFETY MARGIN, I.E. EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 12. CONTRACTOR SHALL ORDER/PROVIDE FLOW TEST AND BASE ALL HYDRAULIC CALCULATIONS ON RESULTS OF TEST. a. TEST DATA SHALL INDICATE STATIC PRESSURE, RESIDUAL PRESSURE AT TEST FLOW AND ELEVATION AT LOCATION TESTED. b. FLOW TEST DATA SHALL BE SUBMITTED FOR REVIEW ALONG WITH SHOP DRAWINGS AND HYDRAULIC CALCULATIONS. ACCESSORY ITEMS ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CON- NECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. TESTING AND ADJUSTING A. CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE WITH AIR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME READINGS IN ACCORDANCE WITH ONE OF THESE METHODS: AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE OR ASHRAE 111 FINAL REPORT MUST INCLUDE: A. CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. E. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. F. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. G. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. H. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. 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. ALSO INDICATE IF DIFFUSER IS 3 -WAY OR 2 -WAY. B. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. C. A FINAL REPORT FOR THE TEST AND AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED AND PROVIDED TO THE FIELD INSPECTOR PRIOR TO FINAL APPROVAL. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 2 COPIES SHALL BE PROVIDED TO THE LANDLORD'S ONSITE REPRESENTATIVE AND 2 COPIES TO THE GENERAL CONTRACTOR FOR INCLUSION INTO THE CLOSEOUT DOCUMENTATION. D. CLOSE OUT DOCUMENTATION: GENERAL CONTRACTOR SHALL PROVIDE AN OPERATION AND SYSTEMS MANUAL TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION AND ADDITIONAL SETS TO THE LANDLORD'S ONSITE REPRESENTATIVE AND THE OWNER'S REPRESENTATIVE. DOCUMENTS SHALL INCLUDE; 1. OWNER AND MAINTENANCE MANUALS FOR ALL NEW EQUIPMENT 2. WARRANTY INFORMATION FOR ALL NEW EQUIPMENT. 3. TEST AND BALANCE FINAL REPORT. 4. AS -BUILT DRAWINGS. 5. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 6. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 7. PROVIDE LISTING/CUT SHEETS OF NEW MECHANICAL EQUIPMENT NOTE FOR GENERAL CONTRACTOR: IT IS THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THIS SHEET AS THEY MAY PERTAIN TO THE SPECIFIC JOB. RTHP SEQUENCE OF •_.YRA FAN CONTROL: THE SUPPLY FAN IS TO RUN CONTINUOUSLY DURING THE OCCUPIED MODE AND WILL CYCLE ON AND OFF DURING THE UNOCCUPIED MODE BASED ON A CALL FOR HEATING OR COOLING. THE UNOCCUPIED SET POINT FOR COOLING WILL BE 85 DEGREES FAHRENHEIT AND 60 DEGREES FAHRENHEIT FOR HEATING. THERMOSTAT: THE ADJUSTABLE ROOM THERMOSTAT WITH AUTOMATIC HEATING/COOLING CHANGEOVER SHALL CONTROL THE SPACE TEMPERATURE BASED ON SET POINT. THE CONTROL OF THE OCCUPIED/ UNOCCUPIED SETBACK MODE SHALL BE SET THROUGH PROGRAMMABLE FUNCTION OF THE THERMOSTAT. SAFETIES: THE UNIT SHALL BE TOTALLY DISABLED WHEN THE DUCT MOUNTED SMOKE DETECTOR IS ACTIVATED. PROVIDE REMOTE TEST STATION/ ALARM WHEN REQUIRED BY CODE. PROVIDE LANDLORD REQUIRED SEQUENCE OR INTERFACE AS REQUIRED. COOLING CONTROL: UPON A CALL FOR COOLING, THE FIRST STAGE OF COOLING WILL BE ENABLED AND WILL OPERATE UNTIL THE SPACE TEMPERATURE IS SATISFIED. IF THE SPACE TEMPERATURE CONTINUES TO INCREASE THAN THE SECOND STAGE OF COOLING WILL BE ENABLED. HEATING CONTROL: UPON A CALL FOR HEATING, THE FIRST STAGE OF HEATING WILL BE ENABLED AND WILL OPERATE UNTIL THE SPACE TEMPERATURE IS SATISFIED. IF THE SPACE TEMPERATURE CONTINUES TO DECREASE THEN THE SECOND STAGE OF HEATING (AUXILIARY ELECTRIC HEAT) WILL BE ENABLED. VENTILATION/ECONOMIZER CONTROL: THE OUTSIDE AIR DAMPER SHALL BE OPEN DURING THE OCCUPIED HEATING AND COOLING MODES FOR CODE REQUIRED MINIMUM OUTSIDE AIR VENTILATION AND SHALL REMAIN CLOSED DURING THE UNOCCUPIED MODE. THE ECONOMIZER MODE IS ENTHALPY CONTROLLED AND WILL BE OPERATIONAL WHENEVER COOLING IS REQUIRED AND THE OUTSIDE AIR ENTHALPY IS AT OR BELOW THE RETURN AIR ENTHALPY. THE POWER EXHAUST WILL OPERATE WHENEVER THE OUTSIDE AIR DAMPER IS OPEN MORE THAN 60 PERCENT. (7 2S 3 RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER I MECHANICAL SPECIFICATIONS Q 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09 13 17 LANDLORD REVIEW DESCRIPTION ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: SLP CHECKED BY: SLP PROTO VERSION 0413.2015 09/13/17 STORE #87 APj 6TA fl SPACE #718 RE -014,g. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA MECHANICAL SPECIFICATIONS EXTEND AND CONNECT NEW 4" SANITARY PIPING TO EXISTING SANITARY PIPING. FIELD VERIFY f' EXACT SIZE AND LOCATION. 11/2"V "AV% ,''2"V NEW 3" W.C.O. INCREASE VENT TO 4" NEW 4" VENT THRU ROOF PROVIDED BY LANDLORD. ENSURE VENT IS 10'-0" AWAY FROM ANY OUTSIDE AIR INTAKE. COORDINATE --4"V WITH LANDLORD. NOTE: ALL NEW VENT PIPING PASSING THROUGH CEILING PLENUM AREA SHALL BE CAST IRON. NEW 2" W.C.O. 1 /2"C.W. FROM T.P. (TYP.) 11/2" 2" 9" SANITARY RISER DIAGRAM 1/2"HW TO 1 C.S. P.O.C. INCREASE TO 1" AS REQUIRED NEW 10—GALLON ELEC. WATER HEATER SAFE PAN MIN. 6" HIGH & SEALED WATER TIGHT. MIN. 6" CLEARANCE ALL AROUND WATER HEATER. 1 /2"CW 1/2"HW NEW WATER METER RPZ BACKFLOW PREVENTOR EXPANSION TANK DRAIN LINE FROM SAFE PAN. ROUTE TO MOP SINK DRAIN LINE FROM T.P.R.V. ROUTE TO MOP SINK FIXTURE DATA CONNECTION DATA REMARKS FIXTURE QTY. MFG. CATALOG NO. COLOR SOIL SIZE VENT SIZE WATER TRAP COLD HOT WATER CLOSET 2 AMERICAN STANDARD 2467.100 CADET WHITE 4" 2" 4" 1" --- 1 GPU, 1 "HIGH, PRESSURE 16-1/2ASSISTED, ELONGATED BOWL, LEFT HANDED TRIP LEVER, ADA COMPLIANT. CHURCH 9500C OPEN FRONT SEAT COVER LAVATORY 2 AMERICAN STANDARD 0355.012 LUCERNE WHITE 172" 11/2" 1 1/2"%" 2" %„ CENTERSETT FAUCET: CHINA MODEL# EBF -650, 4" CENTERSET, BATTERY POWERED, SENSOR ACTIVE, 0.5 GPM SPRAY HEAD. DRAIN 2 *ZURN Z -415B ---- 3" 2" 3" --- --- W/6"FLOOR TRAP PRIMER CONNECTION TRAP PSRIMER AND TION WALL CLEAN OUT 2 *JOSAM ---- — --- SEE RISER --- --- --- --- 1 TRAP PRIMER 1 *PPP PR -500 ---- --- --- --- 1/2" --- PROVIDE WITH DU -4 DISTRIBUTION UNIT. MOP SINK 1 FIAT MSB -2424 WHITE 3" 2" 3" 1 „ 1 „ CENTRAL BRASS COMPANY FAUCET 0054—YRC—Q FIAT HOSE 832—M FIAT MOP RACK 889—CC 1 COMPARTMENT SINK 1 ELKAY LRAD252163 STAINLESS 12„1 1 11/2" 1 t „ / 1 „ 18 GAUGE 1 COMP. SINK. MOUNT STAINLESS STEEL 25"X21 "X6" 3—HOLE FAUCET: ELKAY SINGLE—HANDLE, MODEL# LK1000 WATER HEATER (WH -1) 1 A.O. SMITH DEL -10 ---- ___ ___ — __ 3 " '4 IN 3 " / OUT TANK TYPE WATER HEATER, 1500 WATTS, 120V, 1PH, 7GPH. PROVIDE DRAIN VALVE, T & P RELIEF, AND DRAIN PAN. EXPANSION TANK 1 AMTROL ST -5 ---- --- --- --- %4" 2 GAL. WATER HEATER EXPANSION TANK LEAD FREE RPZ BACKFLOW PREVENTOR 1 WATTS LF009 ---- --- --- --- 1" --- RELIEF VALVE TO DISCHARGE TO MOP SINK. WATER HEATER (WH -2) 2 EeMAX SP3208 ---- --- --- — %" IN /" OUT INSTANTANEOUS TYPE WATER HEATER, 3000 WATTS, 208V, 1PH, 0.3GPM, 41T TEMP RISE. UNIT SHALL HAVE REPLACEABLE FILTER IN INLET AND 0.5 GPM CONSTANT FLOW REGULATOR MIXING1 VALVE WATTS LFMMV ---- --- --- --- 1/2. /2" VALVE THERMOSTATIC THE BREAK ROOM SINK, CONNECT TO 1/2" PIPE SIZE, ADJUST TEMPERATURE SELECTION W/LOCKING FEATURE, ASSE 1017, CSA B125 CERTIFIED. * OR APPROVED EQUAL NOTE: ALL NEW HOT AND COLD WATER LINES SHALL BE INSULATED v3I\G FIXTURE SCHEDULE VALVE T.P: LAV. 1 /2"CW 1/2"HW INSTANTANEOUS WATER HEATER (WH -2) (TYP) (2)1 /2"CW LINES TO FLOOR DRAINS 3/4"CW -4 W.C. - 1 /2 cw LAV, 1/2"CW 1/2"HW 1 PLUMBING PLA\ 1 4 = 1 - 0 O NEW HANDICAPPED WATER CLOSET SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. O2 NEW HANDICAPPED LAVATORY SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. 03 EXTEND AND CONNECT NEW 1" COLD WATER PIPING TO EXISTING COLD WATER PIPING. FIELD VERIFY EXACT SIZE AND LOCATION. O4 EXTEND AND CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING. FIELD VERIFY EXACT LOCATION AND SIZE. O5 PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NEW 4" VENT THRU ROOF. TERMINATION OF VENT THRU ROOF TO BE LOCATED A MINIMUM OF 10 FT DISTANCE FROM ANY FRESH AIR INTAKE. FIELD VERIFY EXISTING CONDITIONS. COORDINATE WITH LANDLORD ON EXACT LOCATION. O6 NEW 3" FLOOR DRAIN. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. O7 NEW TRAP PRIMER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. OS NEW WALL CLEAN OUT. REFER TO SANITARY RISER AND DETAIL FOR ADDITIONAL INFORMATION. NEW MOP SINK SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL . INFORMATION. 01NEW 10 GALLON ELECTRIC WATER HEATER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL CONTRACTOR. 11 PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NEW WATER METER. COORDINATE WITH LANDLORD EXACT TYPE AND LOCATION. 12 PLUMBING CONTRACTOR TO PROVIDE BACKFLOW PREVENTER DEVICE. COORDINATE WITH UNI QLOS' ARCHITECT/ENGINEER PRIOR TO LOCATING BACKFLOW PREVENTER DEVICE. A PERSON CERTIFIED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH UNDER CHAPTER 246-292 WAC TO INSPECT (FOR CORRECT INSTALLATION AND APPROVAL STATUS) AND TEST (FOR PROPER OPERATION), MAINTAIN AND REPAIR (IN COMPLIANCE WITH CHAPTER 18.106 RCW) BACKFLOW PREVENTION ASSEMBLIES, DEVICES AND AIR GAPS. 13 NEW ONE COMPARTMENT SINK SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE NEW REGULATOR SET TO BE SET FOR 0.5 GPM (BREAK ROOM FAUCET TO BE 1.5 GPM MAXIMUM AT 60 PSI). 14 PLUMBING CONTRACTOR TO SUPPLY AND INSTALL A MANUAL MIXING VALVE UNDER BREAK ROOM SINK (1 C.S.). SET MAX DISCHARGE TEMPERATURE NOT TO EXCEED 110'F FROM REACHING PLUMBING FIXTURES PER CODE. 01EXISTING PLUMBING FIXTURES NOT BEING REUSED ARE TO BE REMOVED. FIELD VERIFY EXACT LOCATIONS AND SIZES. CAP WATER, SANITARY, AND VENT LINES BACK TO POINT OF REUSE. PATCH FLOOR/WALL BACK TO "LIKE NEW" CONDITION. REFER TO DEMOLITION PLAN FOR FURTHER INFORMATION. 16 EXISTING 3/4" COLD WATER PIPING TO ADJACENT TENANT TO REMAIN. FOR REFERENCE ONLY, AVOID WITH ALL NEW CONSTRUCTION. 17 EXISTING HOSE BIBB ON EXTERIOR WALL TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. 18 NEW INSTANTANEOUS TYPE WATER HEATER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL CONTRACTOR. INCOMING WATER TEMPERATURE AT 52'F, 41'F RISE FOR 93'F MAX TEMPERATURE. KEYED NOTES © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD. UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. WATER RISE DIAGRAM ALL OF THE PLUMBING/PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. SAN. ST -V PLUMBING CONTRACTOR TO PROVIDE LABEL ON OUTSIDE OF ACCESS PANEL DOOR DESCRIBING WHAT IS BEHIND PANEL, SUCH A "WATER SHUT—OFF VALVE." COORDINATE WITH UNIQLO REPRESENTATIVE FOR EXACT TYPE/LOOK OF LABEL REQUIRED. LABELS ON ACCESS PANEL DOORS TO BE ONLY ON PANELS OUTSIDE OF SALES AND FITTING ROOM AREA. D4 N V.T.R. C.I. F.C.O. W.C.O. F.D. 2.C.S. SANITARY SEWER LINE STORM SEWER LINE VENT LINE TEMPERED WATER SUPPLY LIE COLD- WATER SUPPLY LINE HOT WATER SUPPLY LINE SHUT—OFF VALVE BACKFLOW PREVENTER VENT THRU ROOF CAST IRON FLOOR CLEAN OUT WALL CLEAN OUT FLOOR DRAIN 2 COMP SINK T.P.R.V. P.O.C. E.D.F. S.S. M.S. LAV. UR. W.C. A.F.F. B.F.F. TEMPERATURE PRESSURE RELIEF VALVE POINT OF CONNECTION ELECTRIC DRINKING FOUNTAIN SERVICE SINK MOP SINK LAVATORY URINAL WATER CLOSET ABOVE FINISHED FLOOR BELOW FINISHED FLOOR ❑M WATER METER W.H. B.F.P D.F. WATER HEATER BACK FLOW PREVENTER DRINKING FOUNTAIN RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER PLUMBING CONTRACTOR PLUMBING SYMBOLS LEGE\D DATE _29/i 3 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV DATE DESCRIPTION NAME DESCRIPTION ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com sSION I:e PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: BSH CHECKED BY: SLP PROTO VERSION 04.13.2015 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA P100 09/13/17 PLUMBING PLAN + SPECS PLUMBING FIXTURE SANITARY FIXTURE QUANTITY SANITARY FIXTURE UNIT EA. SANRARY FIXE. UNIT TOTAL VENT SIZE EACH C.W. F.U. EACH C.W. F.U. TOTAL WATER CLOSET 2 4 8 2" 5 10 LAVATORY 2 1 2 11/2"' 2 4 EMERGENCY FLOOR DRAIN 2 0 0 2" — — TRAP PRIMER 1 — — — X X MOP SINK 1 2 2 2" 3 3 1 COMP SINK 1 2 2 11/2" 2 2 TOTALS 14 — 19.5 SAN. VENT C.W. SERVICE CONNECTION SIZE 4" 4" 1" _ PLUMBING FIXTURE CALCULATIONS ALL OF THE PLUMBING/PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. SAN. ST -V PLUMBING CONTRACTOR TO PROVIDE LABEL ON OUTSIDE OF ACCESS PANEL DOOR DESCRIBING WHAT IS BEHIND PANEL, SUCH A "WATER SHUT—OFF VALVE." COORDINATE WITH UNIQLO REPRESENTATIVE FOR EXACT TYPE/LOOK OF LABEL REQUIRED. LABELS ON ACCESS PANEL DOORS TO BE ONLY ON PANELS OUTSIDE OF SALES AND FITTING ROOM AREA. D4 N V.T.R. C.I. F.C.O. W.C.O. F.D. 2.C.S. SANITARY SEWER LINE STORM SEWER LINE VENT LINE TEMPERED WATER SUPPLY LIE COLD- WATER SUPPLY LINE HOT WATER SUPPLY LINE SHUT—OFF VALVE BACKFLOW PREVENTER VENT THRU ROOF CAST IRON FLOOR CLEAN OUT WALL CLEAN OUT FLOOR DRAIN 2 COMP SINK T.P.R.V. P.O.C. E.D.F. S.S. M.S. LAV. UR. W.C. A.F.F. B.F.F. TEMPERATURE PRESSURE RELIEF VALVE POINT OF CONNECTION ELECTRIC DRINKING FOUNTAIN SERVICE SINK MOP SINK LAVATORY URINAL WATER CLOSET ABOVE FINISHED FLOOR BELOW FINISHED FLOOR ❑M WATER METER W.H. B.F.P D.F. WATER HEATER BACK FLOW PREVENTER DRINKING FOUNTAIN RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER PLUMBING CONTRACTOR PLUMBING SYMBOLS LEGE\D DATE _29/i 3 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV DATE DESCRIPTION NAME DESCRIPTION ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com sSION I:e PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: BSH CHECKED BY: SLP PROTO VERSION 04.13.2015 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA P100 09/13/17 PLUMBING PLAN + SPECS PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. 1 PIPE HANGER DETAIL N.T.S. CHROME WALLCOVER AND SCREW 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE 1 l—I 1 I -111 - MAY EXTEND AS WASTE OR VENT PLUGGED TEE w/ CLEANOUT FLOOR LINE 1/8 BEND WASTE LINE LENGTH TO SUIT WASTE LINE STONE BASE WALL CLEANOUT DETAIL N.T.S. VACUUM BREAKER .r HEAT TRAP NOTE: REFER TO ELECTRICAL DRAWING FOR DISCONNECT SWITCH INFORMATION. GATE VALVE (TYP.) ELECTRIC UNION (TYP.) WATER ��H EATER • 3/4" DRAIN LINE FROM SAFE PAN. ROUTE TO MOP SINK PER CODE. PROVIDE SEISMIC STRAPPING PER CODE -T & P RELIEF VALVE. DISCHARGE TO MOP SINK 2 GAL. THERMAL EXPANSION TANK SEISMIC STRAPPING (MIN. 4" ABOVE ALL CONTROLS) 24"x24"x9" GALV. SHEET METAL (16 GA) DRAIN PAN MOUNTING SHELF, REFER TO ARC H ITECTU RAL SHEETS NOTE: PROVIDE TRAP PRIMERS FOR DRAINS AS REQUIRED BY LOCAL AUTHORITIES OR CODE. COLD WATER LINE BALL VALVE DISTRIBUTION UNIT 1/2" CW CONNECT TO TOP OF COLD WATER MAIN. TRAP PRIMER CEILING (PRESISION PLUMBING PRODUCTS MODEL# PR -500 WITH DU72) 1/2" PRIMING LINE FLOOR DRAIN 7 TRAP PRIMER DETAIL N.T.S. 2 WATER HEATER MOUNTING DETAIL N.T.S. SHEET LEAD FLASHING MOP -IN WITH ROOFING MATERIAL ROOFING 12" (MIN.) SLEEVE ROOF CONSTRUCTION AS REQUIRED TURN LEAD DOWN INTO STACK ROOF STRUCTURE INCREASE AS REQUIRED 5 VE\T THROUGH ROOF DETAIL N.T.S. NOTE: INSULATE PIPING BELOW LAV PER HANDICAPPED REQUIREMENTS. SINGLE LEVER FAUCET WH-, FINISHED FLOOR C.W. C.W. iL Tr J CW CONCEALED IN WALL. FLOW CONTROL ANGLE VALVE "."---RECEPTACLE BY ELECT CONTR 8 INSTANTANEOUS WATER HEATER DETAIL N.T.S. MOP HANGER SERVICE FAUCET WITH VACUUM BREAKER &I) 30"HOSE_ _ HOSE BRACKET 24" APPLY SILICONE SEALANT BETWEEN MOP SINK AND ADJACENT SURFACES 3 NOP SIN DETAIL N.T.S. 1 1/2" CW TO TRAP PRIMER SLB. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON - SHRINK SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24"). ADJUSTABLE FINISH FLOOR STRAINER SLOPE TO DRAIN -a A A - A —4 CAST IRON FLOOR DRAIN CORE DRILL 10"0 AND 4"0 HOLES THREADED OR CAULK OUTLET OUTLET NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). 6 FLOOR D RAI W/TRAP PRIMER DETAIL N.T.S. FAUCET TEMPERED WATER 3/8" COMPRESSION CONNECTION TEMPERING MIXING VALVE HOT WATER STOP VALVES COLD WATER 3/8" CHROME TUBING (TYP.) 1/2" COLD 6:5/ - AND HOT WATER STUB OUT IN WALL. COLD WATER 9 MIXING VALVE UNDER SINK DETAIL N.T.S. HANDICAP SPECIFICATION$: ARCHITECTURAL BARRIERS ACT 42/USC. 4151-4157 S:FE1FBe1 THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLY WITH REQUIREMENTS OF THIS FACILITY. REFER TO ARCHITECTURAL SHEET A550 FOR ADA REQUIREMENTS AND CLEARANCES OF PLUMBING FIXTURES. PLUMBING FIXTURES A. WATER CLOSET (STANDARD) - AS IDENTIFIED ON PLANS - 1/2" C.W. SUPPLY AND 4" VENTED WASTE. FORCE REQUIRED TO ACTIVATE FLUSH VALVE LEVER TO BE 5 LBS. MAXIMUM (4.16.5) B. LAVATORY - AS IDENTIFIED ON PLANS WITH FAUCET, 1/2" C.W. AND H.W. SUPPLY AND 1-1/2" VENTED WASTE. EXPOSED WATER AND DRAIN PIPING BELOW LAVATORY SHALL BE INSULATED WITH "PLUMBEREX" (OR EQUAL) PIPE COVERS. FAUCET CONTROLS SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. SELF-CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT LEAST 10 SECONDS. C. CLEAN -OUTS - SHALL BE AS MANUFACTURED BY JOSAM, ZURN, OR EQUAL, AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES, AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. ALL CLEAN -OUTS SHALL BE FLUSH WITH FINISHED FLOOR TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. D. FLOOR DRAIN - AS IDENTIFIED ON PLANS. CAST IRON DRAIN WITH NICKEL -BRONZE ADJUSTABLE STRAINER; INSIDE CAULK. OUTLET AND CLAMPING DEVICE WHERE REQUIRED. PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER WHERE INDICATED. E. WATER HEATER - MANUFACTURER AS IDENTIFIED ON PLANS. REFER TO PLUMBING DRAWING TO DETERMINE IF NEW WATER HEATER IS A TANK TYPE OR IS OF THE INSTANTANEOUS VARIETY. NOTE: OWNER'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF ALL TOILET ACCESSORIES INCLUDING SUPPORT BLOCKING INSIDE WALL. ATRIA' 9 A. SANITARY SEWER - MATERIALS FOR DRAINAGE PIPING SHALL BE IN ACCORDANCE WITH ONE OF THE REFERENCED STANDARDS IN TABLE 701.1 OF 2015 UPC EXCEPT THAT: (1) NO GALVANIZED WROUGHT -IRON OR GALVANIZED STEEL PIPE SHALL BE USED UNDERGROUND AND SHALL BE KEPT NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. (2) ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STANDARDS IN TABLE 1701.1. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 25 AND A MAXIMUM SMOKE -DEVELOPED INDEX OF 50, WHEN TESTED IN ACCORDANCE WITH ASTM E-84 AND UL 723. NO VITRIFIED CLAY PIPE OR FITTINGS SHALL BE USED ABOVE GROUND OR WHERE PRESSURIZED BY A PUMP OR EJECTOR. THEY SHALL BE KEPT NOT LESS THAN 12 INCHES (305 MM) BELOW GROUND. COPPER TUBE FOR DRAINAGE AND VENT PIPING SHALL HAVE A WEIGHT OF NOT LESS THAN THAT OF COPPER DRAINAGE TUBE TYPE DWV. STAINLESS STEEL 304 PIPE AND FITTINGS SHALL NOT BE INSTALLED UNDERGROUND AND SHALL BE KEPT NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. CAST-IRON SOIL PIPE AND FITTINGS SHALL BE LISTED AND TESTED IN ACCORDANCE WITH STANDARDS REFERENCED IN TABLE 1701.1. SUCH PIPE AND FITTINGS SHALL BE MARKED WITH COUNTRY OF ORIGIN AND IDENTIFICATION OF THE ORIGINAL MANUFACTURER IN ADDITION TO MARKINGS REQUIRED BY REFERENCED STANDARDS. PIPE AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARDS REFERENCED IN TABLE 701.1, EXCEPT C. VENT THAT: (1) (2) NO GALVANIZED STEEL OR 304 STAINLESS STEEL PIPE SHALL BE INSTALLED UNDERGROUND AND SHALL BE NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STANDARDS IN TABLE 1701.1. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED INDEX OF 50, WHEN TESTED IN ACCORDANCE WITH ASTM E-84 AND UL 723. D. DOMESTIC WATER AND HOT WATER PIPING TO BE COPPER TYPE "L" INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATING TO A THICKNESS OF 1". WATER LINES BELOW GROUND SHALL BE TYPE "K" WITH WELDED JOINTS. PIPING A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON DRAWINGS. SIZES SHOWN ON ON DRAWINGS ARE NOMINAL PIPE SIZES. B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATERIAL PRESENT AND SHALL BE SWABBED IF NECESSARY. D. DOMESTIC WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH SECTION C403.2.8 AND TABLE C403.2.8 OR SECTION C404.6 OF THE WASHINGTON STATE ENERGY CODE, AS APPLICABLE. PREPARING PIPE A. SCREWED PIPE SHALL BE INSTALLED WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. B. COPPER JOINTS SHALL BE MADE UP WITH LEADLESS 95-5 SOLDER. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10'-0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE #199F OR GRINNELL #104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. VALVES ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCKHAM, LUNKENHEIMER, NORDSTROM, GRINNELL OR EQUAL. TESTING AND ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF PIPING SYSTEM TO FULL SATISFACTION OF TENANT. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING CODES. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED PLUMBING SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE t DESCRIPTION 09/13/J 7 H? LANDLORD REVIEW 09,/13,17 PERMIT SUBMITTAL REV DATE I DESCRIPTION PLUV SING SPECIFICATIO\S N.T.S. b17o1s3 R • EIVED CITY OF KWILA SEP 2020 PERMIT CENTER N.O.T USED NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com fSTRAT{ON SEAL PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM 10,007 SF 929.7 SM 170237 TOTAL PROJECT NO: DRAWN BY: CHECKED BY: BSH SLP PROTO VERSION 04.13.2015 09/13/17 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA da P�aq, iT Lrij41 II A PLUMBING DETAILS P200 Tr' ,Cb �W CIS C'7 o 26 PO$ ::.: 36 rill ® 6 -'4r UNIPLEX RECEPTACLE (SINGLE) DUPLEX RECEPTACLE DUPLEX FLOOR MOUNTED DUPLEX ISOLATED GROUND DUPLEX FLOOR MTD ISO GRD DUPLEX SPECIAL LOCATION QUADPLEX RECEPTACLE QUADPLEX FLOOR MOUNTED QUADPLEX ISOLATED GROUND QUADPLEX FLOOR MTD ISO GRD QUADPLEX SPECIAL LOCATION SPECIAL VOLTAGE OR AMPERAGE SPECIAL VOLTAGE OR AMPERAGE MULTI—OUTLET PLUGMOLD JUNCTION BOX DOORBELL PUSHBUTTON DOORBELL 0LOW—VOLTAGE a d TRANSFORMER DISCONNECT SWITCH TELEPHONE BOARD ELECTRICAL PANEL TRANSFORMER 24HR 7 DAY—TIME CLOCK WALL SWITCH DIMMER—ON/OFF SWITCH CEILING OCCUPANCY SENSOR 3 #12, 3/4"C (2 CKT WIRES, 1 NEUTRAL, 1 GROUND) CIRCUIT HOME RUN CONDUIT THRU/BELOW FLOOR CONDUIT STUBBED UP/DOWN NIGHT LIGHT TIMECLOCK CONTROLLED CIRCUIT KVA T/C OS II I4 -----ti — — — — 0 III ii 0— NL VIA T/C SYMBOL LEGEND MATCH LIN E SEE SHEET E101 FOR CONTINUATION OF PLAN PUSHBUTTON, SEE FLOOR PLAN FOR LOCATION. EDWARDS #852 24V, SYSTEM 120V TO 24V SYSTEM TRANSFORMER IN NEMA 1 ENCLOSURE. EDWARDS #592 NON—SALES BUZZER, EDWARDS #340-4G5-24VAC SALES BUZZER AT CASH WRAP, EDWARDS #340-4G5-24VAC DELIVERY UZZESYSTEM POS DEDICATED DUPLEX RECEPTACLE TO BE BLACK PCN/E=R P LAN NOTE: RECEPTACLES TO BE MOUNTED 15" A.F.F. UNLESS NOTED OTHERWISE. FLEXIBLE "MC" CABLING (TYP ACCESS PAN EL (TYP) / \4" SQUARE JUNCTION BOX / WITH COVERPLATE BEHIND / ACCESS PANEL (TYP) / GENERAL PURPOSE DUPLEX RECEPTACLE CASH CHECKER, ETC. UPS — ALL FUJITSU EQUIPMENT D d RJ45 VOICE RJ45 DATA CASHWRAP STATION TELECOM OUTLET (TYP) FRONT VIEW E.C. SHALL INSTALL LOCKABLE CIRCUIT BREAKER IN PANEL FOR SIGNAGE AS REQUIRED BY NEC 600. FINAL CONNECTION FOR 120 VOLT SIGN FURNISHED BY UNIQLO. ELECTRICAL CONTRACTOR IS TO COORDINATE EXACT LOCATION OF JUNCTION BOX WITH LANDLORD AND UNIQLO CONSTRUCTION MANAGER IN FIELD PRIOR TO INSTALLATION. RECEPTACLE IN CEILING FOR CONNECTION OF SHOPPING SENSOR. FIELD VERIFY LOCATION AND MEANS OF CONNECTION. ® PROVIDE QUAD RECEPTACLE MOUNTED ON WALL TIGHT TO CEILING FOR EAS SYSTEM. FIELD VERIFY EXACT LOCATION. REFER TO SHEET E200 FOR ADDITIONAL INFORMATION. ® STUB (1) 1-1/2" CONDUIT FOR POWER WIRING AND (2) 1-1/2" CONDUITS FOR VOICE/DATA CABLING TO THE CASHWRAP AREA DEVICES. ROUTE CONDUIT IN WALL AND TRENCH FLOOR FOR CONDUITS TO THE CASHWRAP CASEWORK. FOR POWER, RUN 2 #12 AND 1 #12 GROUND FOR EACH CIRCUIT SHOWN (NEUTRAL SHARING IS NOT PERMITTED). REFER TO DETAIL 3 ON THIS SHEET FOR ADDITIONAL INFORMATION. ® PROVIDE (BLACK) DUPLEX RECEPTACLE ON WALL BELOW COUNTER. MOUNT AT 24" A.F.F. TO CENTER OF RECEPTACLE. ® PROVIDE DELIVERY BUZZER SYSTEM. REFER TO DETAIL 4 ON THIS SHEET FOR ADDITIONAL INFORMATION. O7 PROVIDE (BLACK) RECEPTACLE FOR SET TOP BOX. INSTALL RECEPTACLE WITHIN THE BACK WRAP CABINET. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. ® PROVIDE (BLACK) RECEPTACLE FOR DISPLAY MONITOR. INSTALL RECEPTACLE AT 72" A.F.F. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. O9 PROVIDE (BLACK) RECEPTACLE PER SPECIFICATION SHEET. 10 PROVIDE QUADPLEX RECEPTACLE BEHIND MIRROR AT 15" A.F.F. FOR OWNER FURNISHED HAND STEAMER/VACUUM CLEANER. 11 PROVIDE (GRAY) CONTROLLED MARKED RECEPTACLE PER SPECIFICATION SHEET. RECEPTACLE CIRCUIT SHALL BE RUN THROUGH THE EMS. REFER TO EMS LIGHTING/RECEPTACLE CONTROL DIAGRAM ON SHEET E400. 12 PROVIDE DEDICATED QUADPLEX RECEPTACLE FOR MEDIA EQUIPMENT. RIGHT DUPLEX SHALL BE (BLACK) FOR DVR AND SOUND SYSTEM AND SHALL BE ON UNCONTROLLED CIRCUIT, LEFT DUPLEX (GRAY) SHALL BE FOR AMPLIFIER AND ON AN EMS CONTROLLED CIRCUIT. MOUNT RECEPTACLE WITHIN TOP 5 INCHES OF RACK UNIT BEHIND 3 VENTED PLATES. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. REFER TO TECHNOLOGY SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 13 PROVIDE (BLACK) QUAD RECEPTACLE MOUNTED ON WALL ABOVE SAFE FOR HAWKEYE MONITORS. MOUNT AT 44" A.F.F. TO CENTER OF RECEPTACLE. 14 PROVIDE (BLACK) DUPLEX RECEPTACLE FOR ACCESS CONTROL SYSTEM. MOUNT RECEPTACLE WITHIN TOP 5 INCHES OF RACK UNIT BEHIND 3 VENTED PLATES. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH—IN. COORDINATE REQUIREMENTS WITH SECURITY SYSTEM VENDOR. 15 PROVIDE (BLACK) DUPLEX RECEPTACLE FOR INTRUSION TRANSFORMER. MOUNT ON WALL TIGHT TO CEILING. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH—IN. COORDINATE REQUIREMENTS WITH SECURITY SYSTEM VENDOR. 16 PROVIDE J—BOX ABOVE CEILING FOR CONNECTION TO SECURITY POWER PANELS. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH—IN. GENERAL CONTRACTOR SHALL HARD WIRE (2) SECURITY PANELS. COORDINATE EXACT PANELS WITH SECURITY VENDOR. E.C. SHALL MAKE FINAL CONNECTIONS TO THESE (2) SECURITY PANELS. PROVIDE DUPLEX RECEPTACLE ABOVE DESK FOR GENERAL PURPOSE. MOUNT AT 44" A.F.F. TO CENTER OF RECEPTACLE. 18 FIELD VERIFY EXACT LOCATION OF LANDLORD TELEPHONE SERVICE STUB—IN AND EXTEND AS REQUIRED FOR CONNECTION TO TENANT TELEPHONE EQUIPMENT. PROVIDE DEDICATED GROUND (BLACK) QUADPLEX RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. MOUNT QUADPLEX ON WALL TIGHT TO CEILING. REFER TO TECHNOLOGY SHOP DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE (BLACK) RECEPTACLE FLUSH MOUNTED AT 48" A.F.F. FOR EMPLOYEE TIME CLOCK. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. C. PROVIDE J—BOX AT 36" A.F.F. FOR CONNECTION TO ELECTRIC HAND DRYER. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH—IN. Q8 PROVIDE J—BOX FOR SECURITY AT ELECTRIC DOOR. REFER TO SHEETS E200, E201, AND E210 FOR ADDITIONAL INFORMATION. 29 ENERGY MANAGEMENT SYSTEM (EMS) BY OTHERS. FIELD VERIFY EXACT LOCATION. CIRCUIT AS INDICATED. REFER TO SHEETS E400 AND E401 FOR ADDITIONAL INFORMATION, AND A543 FOR MOUNTING. 30 PANEL "MP". REFER TO PANEL SCHEDULE AND ONE—LINE DIAGRAM ON SHEET E400. 31 TRANSFORMER. REFER TO ONE—LINE DIAGRAM ON SHEET E400. PROVIDE DUPLEX RECEPTACLE FLUSH MOUNTED AT 42" A.F.F. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. J—BOX MOUNTED BELOW LAV. FOR INSTANTANEOUS TYPE WATER HEATER. PROVIDE (BLACK) G.F.C.I. RECEPTACLE FOR REFRIGERATOR. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. PROVIDE (BLACK) G.F.C.I. RECEPTACLE ® 46" FOR MICROWAVE. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. PANEL "LP". REFER TO PANEL SCHEDULE AND ONE—LINE DIAGRAM ON SHEET E400. 33 PANEL "PP". REFER TO PANEL SCHEDULE AND ONE—LINE DIAGRAM ON SHEET E400. CEILING—) 34 NEW 480V, 30, 30A.S., N.F., 22.9FLA, FOR NEW RTHP-1. 35 NEW 480V, 30, 30A.S., N.F., 22.9FLA, FOR NEW RTHP-2. 36 NEW 480V, 30, 30A.S., N.F. 11.1 FLA, FOR NEW RTHP-3. 3Q WEATHERPROOF G.F.C.I. RECEPTACLE PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210-63. FLEXIBLE "MC" CABLING (TYP) ACCESS PANEL ©5 PROVIDE G.F.C.I. RECEPTACLE ® 46" AT SINK. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. © PROVIDE (BLACK) DUPLEX RECEPTACLE FOR TV. COORDINATE EXACT LOCATION PRIOR TO ROUGH—IN. © PROVIDE NON—FUSED DISCONNECT SWITCH FOR CONNECTION OF TANK TYPE WATER HEATER. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT IN FIELD PRIOR TO ROUGH—IN. TRENCH FLOOR TO ALLOW FOR INSTALLTION OF CONDUITS RECEIVED CITY OF TUKWILA SEP 2 0 2017 SIDE VIEW PEViM T CENTER POWER PLAN <EYED NOTES CASHWAP ELEVATION 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION ,,,.2,2/13 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REGISTRATION SEAL REV' DATE DESCRIPTION . NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www arcv.com SIONM. t PROJECT AREA BREAKDOWN SALES 8,182 SF 7601 SM SUPPORT 1,826 SF 169.6 SM 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: PEB/DN CHECKED BY: WJK TOTAL PROTO VERSION 04.13.2015 09/13/17 STORE #87 ItQai9v4L SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA E100 FRONT ELECTRICAL POWER PLAN PP -12 PP -10 PP -14 TO L/V TRANSFORMER IN STOCK ROOM PP -21,23 PP -28 PP -38 PP -42 PP-24,26 PP-32 • PP -36 PP -37 PP -31 PP -22 TO BUZZER AT CASHWRAP: SEE POWER PLAN KEYED NOTES ON SHEET E100 PP -7 N I I as as PP -13 PP -15 PP -20 PP -30 N) I I as a a In I's - I I RTHP-2 MP -8,10,12 RTHP-1 PP -18 MP -2,4,6 TO L/V TRANSFORMER IN STOCK ROOM. • I I I MATCHLINE SEE SHEET El 00 FOR CONTINUATION OF PLAN RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER POWER PLA\ 777- O" NOTE: RECEPTACLES TO BE MOUNTED 15" A.F.F. UNLESS NOTED OTHERWISE. © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CUENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13 17 LANDLORD REVIEW 09/13117 DESCRIPTION EV DATE PERMIT SUBMITTAL DESCRIPTION.. NAME 84Th REc STRATTON SEAL ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com 45481 0 t -GIS T' SICNA I PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 PEB/DN WJK PROTO VERSION 04.13.2015 X09/13/17 „yrs /ASO STORE 187 SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA REAR ELECTRICAL POWER PLAN E101 ITEM MATERIALS INSTALLATION STARTUP COMMENTS FLOOR TRENCHING GC GC GC GC SHALL PROVIDE TRENCH PER DRAWINGS. IT SHOULD BE LEVEL TO SPECIFIED DEPTH. BACK FILL TRENCH GC GC GC GC SHALL BACK FILL THE TRENCH ONCE SYSTEM IS INSTALLED. NETWORK DATA OUTLETS EC EC EC EC SHALL PROVIDE 2 DATA OUTLETS AT EAS ELECTRONICS LOCATION. 120V POWER EC EC EC EC SHALL PROVIDE DEDICATED CIRCUIT WITH QUAD RECEPTACLE AT ELECTRONICS LOCATION. ALARM SOUNDER CONDUIT EC EC EC EC SHALL PROVIDE CONDUIT FROM ELECTRONICS LOCATION TO SOUNDER LOCATION WITH SINGLE GANG MUD RING. CONDUIT BETWEEN ELECTRONICS LOCATIONS EC EC EC EC SHALL PROVIDE CONDUIT BETWEEN 2 OR MORE ELECTRONICS LOCATIONS SO THAT THEY MAY BE SYNCED TOGETHER. ALARM SOUNDER EAS EAS EAS EAS SHALL INSTALL SOUNDER, AND INSTALL AND RUN WIRING IN PROVIDED CONDUIT. IN -FLOOR ANTENNA EAS EAS EAS EAS SHALL PROVIDE AND INSTALL IN -FLOOR SECURITY ANTENNA IN TRENCH. ANTENNA CABLING AND PVC CONDUIT EAS EAS EAS EAS SHALL PROVIDE AND INSTALL ALL ASSOCIATED CABLING, PVC CONDUIT, AND CONNECTORS TO WIRE IN -FLOOR ANTENNAS TO ELECTRONICS LOCATION. ELECTRONICSEAS ENCLOSURE EAS EAS EAS SHALL PROVIDE, INSTALL, AND WIRE ELECTRONICS ENCLOSURE IN DESIGNATED AREA. POWER SUPPLY EAS EAS EAS EAS SHALL PROVIDE, INSTALL, AND WIRE POWER SUPPLY NEXT TO ELECTRONICS ENCLOSURE. EAS - ELECTRONIC ARTICLE SURVEILLANCE CONTRACTOR EC - ELECTRICAL CONTRACTOR GC - GENERAL CONTRACTOR 6 MATCHLINE SEE SHEET E201 FOR CONTINUATION OF PLAN EAS RESPO\SIBILITIES MATRIX NTS SECURITY DATA AUDIO VIDEO SYSTEMS PLA\ 1 4 = 1 -0 • PROVIDE DATA OUTLET ON WALL TIGHT TO CEILING FOR EAS SYSTEM. FIELD VERIFY EXACT LOCATION. PROVIDE (1) CAT5 CABLE FROM DATA OUTLET TO THE NETWORK SWITCH IN THE MANAGER'S OFFICE. PROVIDE (1) CAT5 CABLE FROM DATA OUTLET TO THE DVR IN THE MANAGER'S OFFICE. 0 PROVIDE J -BOX WITH CUSTOM COVERPLATE CENTERED ON SOFFIT FOR SOUNDER. PROVIDE 1/2"C TO EAS CONTROLLERS. 0 INSTALL "F", "H", & "J" CABLE FOR PUBLIC VIEW MONITOR (PVM). ROUTE CABLES FROM CCTV RACK IN MANAGER'S OFFICE TO THIS LOCATION. LEAVE 15 FEET OF EACH CABLE COILED ABOVE CEILING. O4 PROVIDE DATA OUTLET FOR SET TOP BOX. INSTALL OUTLET WITHIN THE BACK WRAP CABINET. COORDINATE FINAL LOCATION IN THE FIELD WITH GENERAL CONTRACTOR AND UNIQLO PRIOR TO ROUGH -IN. ® PROVIDE EMPTY 2" CONDUIT WITH PULLWIRE TO BE MOUNTED HORIZONTAL WITHIN WALL AT 79" A.F.F.. CONDUIT TO STUB OUT AT CENTER OF MONITOR RECESS TO ALLOW DAISY CHAIN OF A/V CABLE FROM "STB" (SET TOP BOX) TO EACH DISPLAY MONITOR. ® PROVIDE DATA OUTLET FOR MICROPHONE TO BE LOCATED BELOW COUNTER TOP, BUT ABOVE TOP SHELF. OUTLET TO BE LOCATED INSIDE OF CABINET AT 24" A.F.F. FIELD VERIFY LOCATION AND COORDINATE INSTALLATION WITH COUNTER TOP GROMMET. O7 PROVIDE DATA OUTLET FOR PHONE. OUTLET TO BE LOCATED INSIDE OF CABINET AT 24" A.F.F. ADJACENT TO DUPLEX RECEPTACLE (SEE POWER PLAN). FIELD VERIFY LOCATION AND COORDINATE INSTALLATION WITH COUNTER TOP GROMMET. ® PROVIDE DATA OUTLET MOUNTED FLUSH IN CEILING FOR WIRELESS ACCESS POINTS. COORDINATE FINAL LOCATION IN THE FIELD WITH GENERAL CONTRACTOR AND UNIQLO PRIOR TO ROUGH -IN. O9 ROUTE ALL SPEAKER WIRING TO AUDIO RACK IN MANAGER'S OFFICE. REFER TO TECHNOLOGY SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 10 11 12 13 14 15 PROVIDE J -BOX RECESSED IN WALL FOR SECURITY DOOR SENSOR. MOUNT J -BOX TIGHT TO CEILING. INSTALL "H" CABLE FOR SECURITY CAMERA. FIELD VERIFY EXACT LOCATION. PROVIDE J -BOX FOR SECURITY CAMERA MOUNTED TO ROOF DECK ABOVE PRIOR TO INSULATION. FIELD VERIFY LOCATION. COIL 10 FEET OF CABLE ABOVE ACCESSIBLE CEILING AND TIE WRAP TO A SUPPORT WIRE WITHIN 2'-0" OF THIS LOCATION. FIELD VERIFY EXACT LOCATION. NOT USED. PROVIDE DATA OUTLET FOR TV. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH -IN. 16 PROVIDE RECESSED 5 -GANG J -BOX MOUNTED AT 48" A.F.F. FOR AUDIO CONTROLS. REFER TO TECHNOLOGY SHOP DRAWINGS FOR ADDITIONAL INFORMATION. FIELD VERIFY EXACT LOCATION. 17 WALL MOUNTED AUDIO/VIDEO/SECURITY RACK LOCATION. MOUNT AS HIGH AS POSSIBLE, TIGHT TO CEILING. COORDINATE MOUNTING HEIGHT WITH GENERAL CONTRACTOR. COMPLY WITH ALL STATE AND LOCAL MOUNTING HEIGHT CODES. GENERAL CONTRACTOR TO PROVIDE CABLE PULL FROM FIRE SYSTEM RELAY. TO HEADEND LOCATION. NORMALLY OPEN CONTACT REQUIRED. REFER TO TECHNOLOGY SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 18 PROVIDE RECESSED BACK BOX FOR NETWORK COMMUNICATION PLATE. MOUNT BOX WITHIN TOP 5 INCHES OF RACK UNIT BEHIND 3 VENTED PLATES. PROVIDE (4) CAT -5 CABLES FROM THE MAIN SERVER TO THIS LOCATION. ROUTE CABLES IN CEILING. PROVIDE ANOTHER RECESSED BACK BOX FOR NETWORK COMMUNICATION PLATE. MOUNT SECOND BOX BELOW AUDIO/VIDEO/SECURITY RACK. PROVIDE 3/4" CONDUIT BETWEEN BOXES. 19 PROVIDE A V5751 WIREMOLD EXTENSION BOX ONTO RECESSED SINGLE GANG MUD RING WITH SINGLE GANG BLANK COVER MOUNTED BELOW DESK LINE FOR HOLD UP ALARM/PANIC. PROVIDE 1/4" FLEXIBLE CONDUIT FROM THE EXTENSION BOX TO THE HOLD UP ALARM/PANIC. LEAVE 12" OF CABLING INSIDE EXTENSION BOX. LABEL CABLING WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLING. TERMINATE CABLING INSIDE EXTENSION BOX WITH DUAL 1K RESISTORS FOR 4 STATE ALARM. FIELD VERIFY LOCATION PRIOR TO ROUGH -IN. • PROVIDE AND INSTALL A 12 STRAND MULTIMODE FIBER OPTIC CABLE FROM THE I.T. RACK TO THE MALL FIBER OPTIC SERVICE ENTRANCE. TERMINATE CABLE ON EACH END WITH FUSION SPLICED FACTORY TERMINATED PIGTAILS. PROVIDE 20 FOOT SERVICE LOOP ON EACH END. 21 PROVIDE AND INSTALL A NEW 50PR CAT3 MUTI-PAIR CABLE FROM THE TELCO PUNCHDOWN BLOCKS TO THE MALL TELECOMMUNICATIONS DEMARC POINT. ©2 PROVIDE (5) DATA OUTLETS (SECURITY, CCTV, MUSIC, VIDEO, REMOTE DEVICE FOR IT RACK), AND (1) PHONE OUTLET. MOUNT OUTLETS ON WIRE RACK ABOVE SERVER RACK. Q3 PROVIDE (2) 4" SLEEVES UP THROUGH CEILING TO PLENUM SPACE FOR TELECOMMUNICATIONS CABLES. FIRE SEAL OPENING AFTER CABLE INSTALLATION. SLEEVES SHALL BE 6" IN LENGTH, 3" BELOW CEILING AND 3" ABOVE CEILING. 2 SECURITY/DATA/AUDIO/VIDEO SYSTEMS PLAN NTS KEYED NOTES © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV DATE DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PR (314) 415-2400 FAX (314) 415-2300 Www arcv com DEC DSC EDS GDC HRN HUA IKP KPR REX. SAF DPDT DOOR CONTACT (EMBEDDED) DPDT DOOR CONTACT (SURFACE) ELECTRIC DOOR STRIKE GATE DOOR CONTACT HORN/SIREN HOLD UP ALARM/PANIC INTRUSION KEYPAD KEYPAD READER MOTION REQUEST TO EXIT SAFE CONTACT 7 SECURI NTS REGISTRATION SEAL 4.; Sl ilIZGISTeW 5 SYMBOL DESCRIPTION Si BOSE DS 40F RECESSED SPEAKER © BOSE DS 100F RECESSED SPEAKER © BOSE DS 40F PENDANT MOUNT SPEAKER 2 WALL MOUNTED DATA OUTLET V CEILING MOUNTED DATA OUTLET OM AKG DST 99S DESKTOP MIC WIRELESS ACCESS POINT (SALES FLOOR) © SECURITY CAMERA LOCATION PUBLIC VIEW MONITOR LOCATION PVM SYIV BOL LEGEND NTS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR UNIQLO PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR UNIQLO AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR UNIQLO OF ANY INTENT APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. GENERAL CO 'ACTOR SHALL C RDINATE WITH VENDOR TO ACCOMMODATE THIS WORK SYSTEM LEGEND PROJECT AREA BREAKDOWN FIELD VERIFY ALL CONDITIONS NTS A. ALL LOW VOLTAGE PATCH PANELS SHALL BE MOUNTED ON WALL TIGHT TO CEILING, UNLESS NOTED OTHERWISE. B. CONDUIT AND WIRE/CABLE LOCATIONS ARE HOMERUN TO VENDOR CABINETS LOCATED IN MANAGER'S OFFICE, UNLESS NOTED OTHERWISE. C. CONTRACTOR SHALL REFER TO TECHNOLOGY SHOP DRAWINGS (ACCESS CONTROL, INTRUSION, SURVEILLANCE, SOUND, AND VOICE/DATA) FOR ADDITIONAL ELECTRICAL REQUIREMENTS NOT SHOWN ON THE ELECTRICAL DRAWINGS. COORDINATE INSTALLATION WITH VENDOR PRIOR TO ROUGH -IN. D. ALL UTP PATCH PANELS USED FOR SECURITY SHALL BE PROVIDED BY THE INDIVIDUAL SYSTEMS CONTRACTOR. E. INSTALL ALL EQUIPMENT TO MANUFACTURER'S SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. F. BOTTOM OF PENDANT MOUNT SPEAKERS TO BE HUNG WITHIN 1'-0" ABOVE LIGHTING FIXTURES (TYPICALLY 12'-14' A.F.F.). G. HEADEND EQUIPMENT TO BE LOCATED IN OWNER FURNISHED, OWNER INSTALLED EQUIPMENT RACK. H. NO ADDITIONAL COST WILL BE APPROVED FOR ANY REVISIONS/MODIFICATIONS REQUIRED BY ANY TRADE OR CONTRACTOR DUE TO THE LACK OF COORDINATION BETWEEN TRADES OR CONTRACTORS. I. CEILING HEIGHTS, AS DEFINED ON THE DESIGN DRAWINGS, ARE TO BE RESPECTED AND HELD. IF IT IS PHYSICALLY IMPOSSIBLE TO ACHEIVE/MAINTAIN ANY CEILING HEIGHTS SPECIFIED ON THE DESIGN DRAWINGS, THE TRADE/CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT FOR REVIEW AND RESOLUTION OF THE PROBLEM. J. COORDINATE ALL EQUIPMENT, DUCTWORK, PIPING, CONDUITS, ETC. WITH ALL TRADES PRIOR TO ORDERING, FABRICATION, ROUGH -IN AND INSTALLATION. K. ALL CONDUIT ABOVE CEILING TO BE INSTALLED AS TIGHT AS POSSIBLE TO THE SLAB AND RAISED WITHIN BAYS WHENEVER POSSIBLE. L. PROVIDE (1) CAT5 CABLE FROM EACH DATA OUTLET TO I.T. RACK IN MANAGER'S OFFICE, UNLESS NOTED OTH TERMINATION BY I.T. VENDOR. CITY M. REFER TO "CABLE DEFINITION CHART" ON SHEET E210 FOR CABLE TYPES. SEP 2 0 2017 PERMIT CENTER V U SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM 170237 PEB/DN CHECKED BY: WJK PROJECT NO: DRAWN BY: A AUDIO/VIDEO/DATA SYSTEMS PLAN GENERAL NOTES NTS PROTO VERSION 04.13.2015 X09/13/17 STORE #87Pp, , ,AID SPACE #718 RFO �R`�L o WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA E200 FRONT SECURITY/DATA/AUDIO/VIDEO SYSTEMS PLAN PORT 46 -FIRE ALARM POS LINE PORT 47 -BURGLAR ALARM POS LIN - SBU PC A - SPARE PORT 40 - HAWKEYE INTERNET PORT 41 - HAWKEYE CAMERA MATCH LINE SEE SHEET E200 FOR CONTINUATION OF PLAN SEE DATA PLAN KEYED NOTES ON SHEET E200 SECURITY/DATA/AUDIO/VIDEO SYSTElvS PLAN 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE o9/:Lqz17 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EV DATE DESCRIPTION ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com 4:,SG4I5SSlA. PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 PEB/DN WJK PROTO VERSION 04.132015 09/13/17 STORE #87 SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA E201 REAR SECURITY/DATA/AUDIO/VIDEO SYSTEMS PLAN PULL ALL CABLES TO ASSOCIATED DCD IN DESIGNATED IDF CLOSET J -BOX LOOP CABLE 6" BUT DO NOT CUT CEILING SHALL PROVIDE MINIMUM 3/4" FLEXIBLE CONDUIT OR EMT INSIDE WALL CAVITY AND STUB OUT ABOVE ACCESSIBLE CEILING OR TO HEIGHT NO LESS THAN 15'-0". ID CONNECTED DEVICE TYPE DESCRIPTION PART # A RS485 DATA 2 PAIR 22 AWG CM STRANDED TSP, BARE COPPER, PLENUM BELDEN 1325A B POWER, ADC, DEC, DSC, EDS, GDC, HUA, ODC, SAF, SDC, WIN 2 CON 22 AWG CM STRANDED, BARE COPPER, PLENUM W.CITY 444362-S C GBA, 360, PIR 4 CON 22 AWG CM STRANDED, BARE COPPER, PLENUM W.CITY 444383-S D IKP, KPR, PCR 6 CON 22 AWG SHLD STRANDED SHIELDED, BARE COPPER, PLENUM W.CITY 444351-04S E HRN, RCD, SON, STR 2 CON 18 AWG CM STRANDED, BARE COPPER, PLENUM W.CITY 444363-S F EDS, ELH, HPC, PVM 4 CON 18 AWG CM STRANDED SHIELDED, BARE COPPER, PLENUM W.CITY 442384-S G MAG, REX 6 CON 18 AWG CM STRANDED, BARE COPPER, PLENUM W.CITY 442351-04S H ANALOG CAMS, IP CAMS, IMS, ISS, PVM 4 PR 24AWG CAT -5 SOLID. BARE COPPER, 300 Mhz PLENUM W.CITY 555610-S J PVM RG -59 COAXIAL SOLID. BARE COPPER, 300 Mhz PLENUM W.CITY 659211-04S X MANUFACTURER MANFACTURER SUPPLIED CABLE AND/OR CONNECTOR VARIES 3 \ OT USED PROVIDE MINIMUM 3/4" FLEXIBLE CONDUIT OR EMT INSIDE WALL CAVITY AND STUB OUT ABOVE ACCESSIBLE CEILING OR TO HEIGHT NO LESS THAN 15'-0". LEAVE 18" OF "B" AND "D" CABLES COILED INSIDE - J -BOX FOR "REX". LABEL CABLES WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLES. LEAVE 12" OF BOTH "B" CABLES COILED INSIDE J -BOX FOR DOOR CONTACTS. LABEL CABLES WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLES. PROVIDE SINGLE GANG J -BOX FOR DOOR CONTACTS. ALL SPLICES SHALL BE MADE INSIDE J -BOX WITH PROVIDED "I -TIM". J -BOX SHALL BE BURIED IN WALL CAVITY. PROVIDE MINIMUM 1/2" FLEXIBLE CONDUIT INSIDE WALL CAVITY. A SEPARATE RACEWAY IS REQUIRED FOR CARD READER AND ELECTRIC STRIKE. J "-12" MAX CARD READER USES A 4"x4" RECESSED BACK BOX MOUNTED ON NON SECURE SIDE OF DOOR. USE A SINGLE GANG MUD RING MOUNTED VERTICALLY ON BACK BOX. READER BACK BOX IS MOUNTED AT 42" A.F.F. TO TOP OF THE BOX. LEAVE 12" OF "D" CABLE COILED INSIDE J -BOX FOR CARD READER. LABEL CABLE WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLE. PROVIDE SINGLE GANG J -BOX MOUNTED INSIDE WALL CAVITY WHERE POSSIBLE FOR ELECTRIFIED HINGE. LEAVE 12" OF "E" CABLE COILED INSIDE J -BOX FOR ELECTRIC LOCK. LABEL CABLE WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLE. INSTALLATION OF DEVICES AND HARDWARE AND FINAL CONNECTIONS ARE BY SECURITY VENDOR KPR PULL ALL CABLES TO ASSOCIATED DCD IN DESIGNATED IDF CLOSET PROVIDE MAIN SECURITY J- BOX 4"x4"x1.5" BACK BOX WITH A 4"x4"x1.5" EXTENSION RING AND A 4"x4" SINGLE GANG MUD RING MOUNTED HORIZONTALLY FOR "REX" MOTION MOUNTED ON SECURE/INTERIOR SIDE OF PROTECTED DOOR. DSC EDS Pt 4'-0" FLOOR 1 EN PLOYEE E\TANCE DOOR DETAIL NTS INSTALL A V5751 WIREMOLD EXTENSION BOX ONTO RECESSED SINGLE GANG MUD RING. COME OUT OF THE BOTTOM KNOCKOUT ON THE V5751 TO CONNECT 1/4" FLEXIBLE CONDUIT FROM SAFE CONTACT TO THE (2) "B" CABLES BACK TO DCD. IF SAFE MANUFACTURER PROVIDES CONTACT, THIS MAY BE REQUIRED. LEAVE 12" OF BOTH "B" CABLES COILED INSIDE J- BOX FOR DOOR CONTACTS. LABEL CABLES WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLES. SAF -BOX FLOOR INSTALLATION OF DEVICES AND HARDWARE AND FINAL CONNECTIONS ARE BY SECURITY VENDOR SAFE DETAIL NTS PULL ALL CABLES TO ASSOCIATED DCD IN DESIGNATED IDF CLOSET PROVIDE MAIN SECURITY J- BOX 4"x4"x1.5" BACK BOX WITH A 4"x4"x1.5" EXTENSION RING AND A 4"x4" SINGLE GANG MUD RING MOUNTED HORIZONTALLY FOR "REX" MOTION MOUNTED ON SECURE/INTERIOR SIDE OF PROTECTED DOOR. 6"-12" MAX DEC EDS 4'- 0" let 6 1 " KPR PROVIDE MINIMUM 3/4" FLEXIBLE CONDUIT OR EMT INSIDE WALL CAVITY AND STUB OUT ABOVE ACCESSIBLE CEILING OR TO HEIGHT NO LESS THAN 15'-0". LEAVE 18" OF "B" AND "D" CABLES COILED INSIDE J- BOX FOR "REX". LABEL CABLES WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLES. LEAVE 12" OF BOTH "B" CABLES COILED INSIDE J -BOX FOR DOOR CONTACTS. LABEL CABLES WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLES. PROVIDE SINGLE GANG J -BOX FOR DOOR CONTACTS. ALL SPLICES SHALL BE MADE INSIDE J -BOX WITH PROVIDED "I -TIM". J -BOX SHALL BE BURIED IN WALL CAVITY. PROVIDE MINIMUM 1/2" FLEXIBLE CONDUIT INSIDE WALL CAVITY. A SEPARATE RACEWAY IS REQUIRED FOR CARD READER AND ELECTRIC STRIKE. CARD READER USES A 4"x4" RECESSED BACK BOX MOUNTED ON NON SECURE SIDE OF DOOR. USE A SINGLE GANG MUD RING MOUNTED VERTICALLY ON BACK BOX. READER BACK BOX IS MOUNTED AT 42" A.F.F. TO TOP OF THE BOX. LEAVE 12" OF "D" CABLE COILED INSIDE J -BOX FOR CARD READER. LABEL CABLE WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLE. PROVIDE SINGLE GANG J- BOX MOUNTED INSIDE WALL CAVITY WHERE POSSIBLE. LEAVE 12" OF "E" CABLE COILED INSIDE J -BOX FOR ELECTRIC LOCK. LABEL CABLE WITHIN 2" OF BOX AND AGAIN 6" FROM END OF CABLE. FLOOR INSTALLATION OF DEVICES AND HARDWARE AND FINAL CONNECTIONS ARE BY SECURITY VENDOR 2 MANAGER'S OFFICE DOOR DETAIL NTS 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE k DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL EV DATE k DESCRIPTION r NAME 6 CABLE DEFINITION CHART EAC = ELECTRONIC ACCESS CONTROL, IAS = INTRUSION ALARM SYSTEM. NTS SECURITY SYSTEM RESPONSIBILITIES MATRIX ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: PEB/DN CHECKED BY: WJK PROTO VERSION 04.13.2015 109/13/17 STORE #870//4C SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA SECURITY/LOSS PREVENTION DETAILS E210 DEVICE NAME CC - CONTROLS CONTRACTOR EC - ELECTRICAL CONTRACTOR GC - GENERAL CONTRACTOR SC - SECURITY CONTRACTOR DEVICE/MATERIAL DESCRIPTION L/V CABLE SUPPLIED BY: L/V CABLE INSTALLED BY: TESTED/CERTIFIED BY: 120 VOLTAGE BY EC BACK BOX/CONDUIT REQ.: SUPPLIED BY: INSTALLED BY: NOTES GROUND CLAMP INTRUSION SYSTEM GOLD WATER GROUND EC EC EC NO CON SC EC NEAREST BUILDING GROUND 12AWG. MOUNT 2 CLAMPS 8-12" APART. PLASTIC FINGER DUCT MOUNTED ON SDF UNDER WALL PANELS - - - NO CON EC EC EC TO PROVIDE A PATHWAY FROM ABOVE CEILING INTO BACK OF DUCT INSIDE WALL. INTRUSION SIREN ELK INTERIOR DISCREET SOUNDER SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL MOUNT. SAFE CONTACT DPDT CONTACT MOUNTED ON SURFACE OF SAFE SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL AT SIDE OF SAFE FOR SERVICE ACCESS. EC TO PROVIDE WIREMOLD 5751 SHALLOW SURFACE BOX WITH WHITE COVER. HOLDUP SWITCH DPDT MOUNTED UNDER MANAGER'S DESK SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL AT SIDE OF DESK FOR SERVICE ACCESS. EC TO PROVIDE WIREMOLD 5751 SHALLOW SURFACE BOX WITH WHITE COVER. RECESSED DOOR CONTACT RECESSED 3/4" CONTACT, DPDT CONNECTED IAS AND EAC SYSTEMS SC EC EC NO BOX EC EC MANAGER'S DOOR - RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL MOUNTED ABOVE SECURED SIDE OF DOOR. EC SUPPLIES WHITE COVER. ARMOR SURFACE CONTACT RECTANGULAR ALUM. DOOR CONTACT DPDT ON IAS AND EAC SYSTEMS SC EC EC NO BOX EC EC EMPLOYEE ENTRANCE - RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL MOUNTED ABOVE SECURED SIDE OF DOOR. EC SUPPLIES WHITE COVER. ARMOR SURFACE CONTACT RECTANGULAR ALUM. DOOR CONTACT SPST ON IAS ONLY SC EC EC NO BOX EC EC EMERGENCY EXIT -RECESSED 4X4" BOX/SINGLE GANG MUD RING AND MALL GATE CLOSING ON WALL. EC SUPPLIES WHITE COVER. CABLE TYPE B CABLE TYPE B, INT DEVICE, 2/C 22AWG CONTACTS SC EC EC NO CON EC EC EC TO PULL TO EACH POLE OF EACH CONTACT (DPDT CONTACT REQUIRES 2 "B" CABLES). CABLE TYPE D CABLE TYPE D, KP -READER, 6/C 22AWG TSP, READERS, REX'S SC EC EC NO CON EC EC EC TO PULL TO READER ON IAS AND THE EAC. CABLE TYPE E CABLE TYPE E, POWER, 2/C 1 8AWG, SIREN, LOCKS, POWER SC EC EC NO CON EC EC EC TO PULL TO EACH SIREN AND LOCK. CABLE TYPE H CABLE TYPE H, CAMS, 4PAIR 24AWG, CAMERAS, NETWORK SC EC EC NO CON EC EC EC TO PULL TO CAMERA ANALOG AND IP. WIRELESS RECEIVER INTERFACE AND RECEIVER KIT INCLUDES B820 & EN4200 SC EC EC NO NO - - MOUNTED ABOVE SDF TO RECEIVE SIGNALS FROM MALL GATE. INTRUSION ALARM PANEL 8 ZONE INTRUSION ALARM PANEL SC EC EC YES CON EC EC INSTALL 120VAC RECEPTACLE AS SEEN ON DWGS. PULL "H" CABLE FROM AUDIO/CCTV RACK TO UNIQLO IT. INTRUSION RELAY MODULE 8 RELAY OUTPUT MODULE PROVIDES 8 PROGRAMMABLE OUTPUTS, CC EC EC NO BOX EC EC INSTALL A MINIMUM 6"X6" BOX FOR HVAC INTERFACE CONNECTION. INTRUSION KEYPAD WHITE KEYPAD, CONTROL PANELS. ILLUMINATED KEYPAD, FOUR -LINE BY 20 -CHARACTER SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL MOUNT. 26 BIT KEYPAD SPECIAL 26 BIT 6 DIGIT EAC KEYPAD READER INTERFACE SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING VERTICAL MOUNT. PS -1 12VDC PWR SUP MILLENNIUM 12VDC POWER SUPPLY TO EAC BOARDS, REXS AND EAC KEYPADS SC EC EC YES CON EC EC 120VAC HARDWIRED DIRECTLY INTO PANEL BY EC. SITE ETHERNET INTERFACE (SEI) MILLENNIUM NETWORK INTERFACE MODULE SC EC EC NO NO - - EC TO PULL "H" CABLE FROM AUDIO/CCTV RACK TO UNIQLO IT RACK. DOOR CONTROL DEVICE (DCD) MILLENNIUM READER INTERFACE BOARD (1 PER EAC KEYPAD) SC EC EC NO NO EC EC ALL EAC FIELD CABLE WILL TERMINATE ON THESE BOARDS. LOCK POWER SUPPLY POWER SUPPLY 115VAC/60HZ 12/24VDC 2.5AMP LOCK PS SC EC EC YES CON EC EC 120VAC HARDWIRED DIRECTLY INTO PANEL BY EC. 24VDC DOOR STRIKE 24VDC DOOR STRIKE ON EMPLOYEE ENTRANCE AND CASH OFFICE SC EC EC NO CON EC EC DOOR STRIKE DETERMINED BY GC SPECIFIC TO STORE SET UP AND DOOR STYLE. REX PIR REQUEST TO EXIT PIR GREY WITH BUILT IN SOUNDER EAC AND IAS CONNECTIONS SC EC EC NO BOX EC EC RECESSED 4X4" BOX/SINGLE GANG MUD RING HORIZONTAL MOUNT ABOVE DOOR. EC TO PROVIDE WHITE COVER. NETWORK VIDEO RECORDER SPX -NVR OCH IP SC EC EC NO NO - - INSTALLED IN AUDIO/CCN RACK - EC TO PULL "H" CABLE FROM AUDIO/CCTV RACK TO UNIQLO IT RACK. 24 CHANNEL POE SWITCH IP CAMERA 24 CHANNEL POE SWITCH, LOCAL NETWORK DATA AND POWER SC EC EC NO NO - - INSTALLED IN AUDIO/CCN RACK - EC TO PULL "H" CABLE FROM AUDIO/CCTV RACK TO UNIQLO IT RACK. DUMMY CAMERA FLUSH OR SURFACE MOUNTED NON FUNCTIONAL CAMERA - - - NO BOX EC EC CAMERAS WITH CABLE ONLY MAY REQUIRE A BACK BOX OR PENDANT MOUNT FOR FUTURE USE. 360 CAMERA 360 DEGREE FISHEYE CAMERA 5MP IP CAMERA SC EC EC NO YES EC EC CAMERAS MAY BE SURFACE, PENDANT OR RECESSED MOUNTED. DEVICE RECEIVES "H" CABLE. STANDARD FIXED IP CAMERA STANDARD INTERIOR IP DOME CAMERA - IP 1080P OD VDOME 3-9MM F1.2 MP LENS SC EC EC NO BOX EC EC RECESSMOUNT GC M UR CUT A HOLE IN SHEET ROCK PER CAMERAS SPECS, FOR PENDANT A 4X4"BOX ON SLAB, SURFACE MOUNT USE A 1/4" HOLE. CASHWRAP MINI DOME IP MINIDOME 1 MP, RECESSED, 2.9MM H.264, FIXED NETWORK CAMERA SC EC EC NO BOX EC EC RECESS MOUNT GC MUST CUT A HOLE IN SHEET ROCK PER CAMERAS SPECS. CAMERA PENDANT MOUNT CAMERA 3/4" PENDANT MINIDOME KIT, WHITE, 2 CONNECTORS - - - NO BOX EC EC FOR PENDANT A 4X4" BOX ON SLAB. CCTV UPS .75KVA LINE UPS, 2U RACK/TOWER, USB, 120V RACK MOUNT UPS - - - YES NO EC EC RECESSED RECEPTACLE INSIDE AUDIO/CCTV RACK IN WALL. AUDIO CCTV RACK HINGED WALL MOUNT IT RACK W/ BACK BOX (APPROXIMATE SIZING 48"X24"X30") - - - YES NO EC EC RECESSED RECEPTACLE INSIDE AUDIO/CCTV RACK IN WALL. LOW VOLTAGE PLATE LEVITON QUICKPORT 6 -PORT SURFACE MOUNT HOUSING - WHITE SC SC SC NO NO - - UNDER AUDIO/CCN RACK IN WALL, EC TO MOUNT SINGLE GANG BOX OR LOW VOLTAGE RING. HDMI CONNECTOR LEVITON QUICKPORT HDMI CONNECTOR, FEEDTHROUGH - WHITE SC EC EC NO NO - - MOUNTED ON LOW VOLTAGE PLATE AUDIO/CCTV RACK IN WALL. CAT -5 CONNECTOR LEVITON EXTREME 6+ QUICKPORT CONNECTOR, CATEGORY 6, ORANGE Sc EC EC NO NO - - MOUNTED ON LOW VOLTAGE PLATE AUDIO/CCTV RACK IN WALL. PVM POWER SUPPLY 24VDC 5.OAMP SINGLE MONITOR POWER SUPPLY SC EC EC NO NO - - MOUNTED IN CCTV RACK FECEIVtu CITY OF TUKWILA SEP 2 0 2097 b 1 PERMIT CENTER SECURITY SYSTEM RESPONSIBILITIES MATRIX ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: PEB/DN CHECKED BY: WJK PROTO VERSION 04.13.2015 109/13/17 STORE #870//4C SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA SECURITY/LOSS PREVENTION DETAILS E210 MATCHLINE SEE SHEET E301 FOR CONTINUATION OF PLAN 1 n LP -23 PD3 801 LP -1 PD3 2. 1 19 V PD2 PD2 D3 V WD6 BD1 ...WD6 BD1 WD6 BD1 D6 0 D3 BD1 BD1 LP -19 LP -17 BD1 _BD1 V V LP -9 D3 0•D3 PD2 v PD2 D3 _BD1 D1 D3 /D1 ®NIL PD3 PD2 PD2 D5 D3 D3 L- V PD2 PD2 ' PD2 OPD2 BD1 PD2 ^PD2 1 PD2 ^PD2 D3 'D3 BD1 D5 0-' 90M LP -25 PD3 D1 n PD2 A n PD2 BD1 PD2 OPD2 D3 -D3 D1 n PD3 BD1 0 D3 BD1 oPD3 &ND 1 BD1 D3 BD1 D3 'D3 BD1 BD1 D3 BD1 90M . BD1 BD1 90M 0 D3 BD1 90M V PD2 n V PD2 PD3 0 V WD6 BD1 BD1 BD1 D3 0 0 D3 BD1 0 0 1 D3 D1 D3 BD1 BD1 D3 D1 D3 BD1 D 90M 0 ®EM2 V V • D3 PD2 WD6 BD1 WD6 BD1 BD1 BD1 EM2 0 V PD2 D5 V D3 VPD2 0PD2 V \L/ BD1 ®NL ®EM2 D3 PD2 0 PD3 PD2 PD2 .PD2 PD2 ,PD2 PD2 0PD2 n PD2 ®EM2 0 n 0 PD2 D3 EM2 0 D3 BD1 90M D5 n BD1 D1 BD1 . D3 PD2 PD2 D3 BD1 90 BD1 BD1 BD1 BD1 BD1 BD1 BD1 BD1 BD1 BD1 111 so) 0 D6 PD3 A-, 0 0 8 0 PD D1 PD3 D3 D3 0 BD1 90 INV 0 D3 BD1 0 PD2,„„„„ BD1 BD1 BD1 BD1 BD1 BD1 BD1 BD1 LP -7 1 LIGHTING P LAN NOTE: LIGHT SWITCHES AND CONTROLS TO BE MOUNTED 48" A.F.F. UNLESS NOTED OTHERWISE. 1/4" = 1'-0 NOT USED 0 PROVIDE HOT, UNSWITCHED CONDUCTOR TO EMERGENCY/NIGHT/EXIT TO RENDER FIXTURE OPERATIONAL 24HRS A DAY. CIRCUIT TO LP -3. O PROVIDE HOT, UNSWITCHED CONDUCTOR TO EMERGENCY/EXIT TO RENDER FIXTURE OPERATIONAL 24HRS A DAY. O LIGHTING OVERRIDE BUTTONS SHALL BE PROGRAMMED TO OVERRIDE THE LIGHTING CONTROL PANEL SCHEDULE TO PROVIDE TWO (2) HOURS OF OPERATION DURING NON–BUISINESS HOURS. REFER TO "EMS – TYPICAL" DETAIL ON SHEET E401. 0 EXHAUST FAN TO BE CONTROLLED WITH ROOM LIGHTS, OCCUPANCY SENSOR. O5 INSTALL LIGHT FIXTURE UNDER CABINET. COORDINATE WITH CABINET INSTALLER. O INSTALL OCCUPANCY SENSOR TO CONTROL GENERAL LIGHTING 24 HOURS ON/OFF. LIGHTING PLAN <EYED NOTES NTS A. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT INSTALLED. #12 THHN SHALL BE THE MINIMUM WIRE SIZE AND SHALL BE USED FOR ALL BRANCH WIRING, UNLESS NOTED OTHERWISE. 6. C. D. COORDINATE ALL SWITCH LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. CONNECT EMERGENCY LIGHTS, NIGHT LIGHTS AND EXIT SIGNS TO LOCAL BRANCH CIRCUIT AHEAD OF ALL SWITCHING. REFER TO ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLAN. Dt� �zs3 E. UNLESS NOTED OTHERWISE, CIRCUIT NUMBERS SHOWN ARE FOR GROUPING PURPOSES AND REFERENCE ONLY, INDICATING NEW CIRCUITRY TO PANEL. 3 LIGHTING GENERAL NOTES NTS 2 LIGHTING FIXTURE SCHEDULE NTS U 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB–CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13/1 09 13 17 I REV; DATE 1 1 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv com PROJECT AREA BREAKDOWN SALES 8,182 SF SUPPORT 1,826 SF TOTAL 10,008 SF PROJECT NO: DRAWN BY: CHECKED BY: 170237 PEB/DN WJK 760.1 SM 169.6 SM 929.7 SM PROTO VERSION 04.13.2015 '109/13/17 STORE #87 SPACE #718 Qd/. 44 WESTFIELD SOUTHCENT 2800 SOUTHCENTER MALL SEATTLE, WA ELECTRICAL LIGHTING PLAN E300 FIXTURE SCHEDULE P SCHEDULE ISE a -, 8 SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF NOTES VOLTS REC SUR PEN WAL FIXT/ L4MP/ FI A1TS MANUFACTURER/L. ® BD1 NORDIC LIGHT 292-75113-10 RECESSED WHITE LED DOWNLIGHT TITAN L R COB 5000 W. FLOOD 61' MATT 1,2,3 120 X – – 50 LED INCLUDED 0-10V DIMMING TO 10% – ® BD5 NORDIC LIGHT 292-7593-10 -- RECESSED WHITE LED DOWNLIGHT TITAN L R COB 3000 W. FLOOD 61' MATT 1,2,3 120 X – – 31 LED INCLUDED 0-10V DIMMING TO 10% 0 BD6 NORDIC LIGHT 292-7583-10 __ RECESSED WHITE LED DOWNLIGHT TITAN L R COB 2000 W. FLOOD 6V MATT 1,2,3 120 X – – 20 LED INCLUDED 0-10V DIMMING TO 10% – El CONTECH REXASFREMW–P – LED EDGE–LIT WHITE EXIT SIGN WITH BATTERY, SINGLE FACE 1,2,3,4 UNIV X – – 3 LED INCLUDED CUSTOMER AREA ONLY. –C,– E2 CONTECH REXADFREMW–P LED EDGE–LIT WHITE EXIT SIGN WITH BATTERY, DOUBLE FACE 1,2,3,4 UNIV X – – 3 LED INCLUDED CUSTOMER AREA ONLY. – E6 CONTECH REXASFREMW–P – LED EDGE–LIT WHITE EXIT SIGN WITH BATTERY, SINGLE FACE 1,2,3,4 UNIV X – – 3 LED INCLUDED MOUNTED ON BACK OF FITTING ROOM SIGN EM1 LIGHTALARMS LCA-2SQ – 2 HEAD WHITE EMERGENCY LIGHT WITH BATTERY 1,2,3,4 UNIV X 2 5.4 11 – INCLUDED BOH ONLY. 6V, 5.4W LAMPS, EMERGENCY MODE ONLY. EM2 EVENLITE APR-25–LC–UI – 6"x6" 2 HEAD RECESSED WHITE EMERGENCY LIGHT WITH BATTERY 1 2 3 4 UNIV X 2 25 50 – INCLUDED CUSTOMER AREA ONLY. 25W LAMPS, EMERGENCY MODE ONLY. Z ® EM3 NAVILITE N5LBZSD – BRONZE LED EMERGENCY LIGHT WITH BATTERY 1,2,3,4 UNIV X – – 4.8 – INCLUDED BOH ONLY. 4.8V, 4.8W LAMP, EMERGENCY MODE ONLY. F1 MERCURY LSA -4-4000-35K –HTA–U55–UNI 4' LED STRIP -- 1,2,3 UNIV X – – 34 LED INCLUDED 0-10V DIMMING TO 10% – F2 HERA ELLED46WW -- 4' LED STRIP --INCLUDED 1,2,3 120 X – – 15 LED – – �—+ 0 PD2 NORDIC LIGHT 295-7500-10 -- RECESSED WHITE LED DOWNLIGHT MOON R COB 3000K SPOT 12 ,.3 120 X – – 27 LED INCLUDED 0-1OV DIMMING TO 10% – 0 PD3 NORDIC LIGHT 295-7501-10 RECESSED WHITE LED DOWNLIGHT MOON R COB 3000K MEDIUM 1,2,3 120 X – – 27 LED INCLUDED 0-10V DIMMING TO 10% – ® WD6 NORDIC LIGHT 295-7502-10 RECESSED WHITE LED DOWNLIGHT MOON R COB 3000K FLOOD 1.2.3 120 X – – 27 LED INCLUDED 0-10V D1f� 1Y – CITY OF TU o { A NOTES: - SEP 2 0 2017 OF LIGHTING FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO CODE REQUIREMENTS. • SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. VERIFY ALL STANDARD MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. COORDINATE ANY DISCREPANCIES WITH ARCHITECTURAL SHEETS AND OWNER. PERMIT CENTER LIGHTING AND EXIT SIGNAGE SHALL BE PROVIDED WITH 90 MINUTE BATTERY BACK–UP. 1. 2. 3. 4. INSTALLATION ALL LIGHTING E.C. SHALL ALL EMERGENCY 2 LIGHTING FIXTURE SCHEDULE NTS U 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB–CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13/1 09 13 17 I REV; DATE 1 1 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv com PROJECT AREA BREAKDOWN SALES 8,182 SF SUPPORT 1,826 SF TOTAL 10,008 SF PROJECT NO: DRAWN BY: CHECKED BY: 170237 PEB/DN WJK 760.1 SM 169.6 SM 929.7 SM PROTO VERSION 04.13.2015 '109/13/17 STORE #87 SPACE #718 Qd/. 44 WESTFIELD SOUTHCENT 2800 SOUTHCENTER MALL SEATTLE, WA ELECTRICAL LIGHTING PLAN E300 LP -33 CORRIDOR 89 SQFT 0 LP -29 1 F1 E F1 1 1 F1 BIREAKROOM 296 SOFT 0 F1 OFFICE 129 SQFT a 0 RESTROOM 134 SQFT E F1 F1 F1 STOCK 779 SQFT F1 0 F1 D5 P - F1 F1 ELECTRICAL 163 SQFT F2 D5 F2 D5 0 ®E D5 D5 D5 D3 ...' D3 ' D3 LP -15 D3 (0 BD1 ®NL BD1 BD1 LP -1 D3 LP -21 BD1 BD1 D3 BD1 ^D3 BD1 ^'D3 ®EM2 0 D3 D3 BD1 _BD1 SALES 7576 SQFT V PD3 a 0 D BD1 ®EM2 BD1 BD1 D3 TYPICAL 0 D6 BD1 0. D3 LP -13 BD1 BD1 D3 01 PD2 BD1 D2 ®NL 0 BD1 ®NL ®EM2 0 D2 PD2 BD1 _BD1 ALTERATIONS 163 SQFT 1 FITTING 606 SQFT Q2 BD1 ®EM2 BD1 BD1 D3 D3 EM 1 F1 0 CO 01 D3 BD1 BD1 01 ®EM2 0 D2 BD1 90M 90 BD1 90M 01 01 D3 BD1 0 LP -23 D6 BD1 D3 PD2 V n BD1 90M PD2 V� PD2 V BD1 BD1 BD1 D5 D3 V LP -11 D3 V 0 BD1 WD6 D3 PD2 V PD2 PD2 PD2 • P02 BD1 V PD2 PD2 PD2 ^ PD2 n PD2 n n 0 0 PD2 D3 D3 4k 4111/ D5 A n D3 BD1 BD1 BD1 BD1 90M n PD2 n PD2 D3 PD3 I D3 BD1 D3 M2 LP -19 9ND1 L 0 Ell E 2) 0 1 BD1 LP -25 LP -19 PD3 €€ EM BD1 90M PD3 D3 BD1 D3 BD1 1 0 IP D3 EM21 1 SEE LIGHTING PLAN KEYED NOTES ON SHEET E300 MATCHLINE SEE SHEET E300 FOR CONTINUATION OF PLAN bri 64.1s3 RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER 1 LIGHTING P LAN NOTE: LIGHT SWITCHES AND CONTROLS TO BE MOUNTED 48" A.F.F. UNLESS NOTED OTHERWISE. B 1 4 = 1 -0 © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB --CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09 13 17 LANDLORD REVIEW 09/13L17 REV DATE PERMIT SUBMITTAL DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL PROJECT NO: DRAWN BY: CHECKED BY: 10,008 SF 929.7 SM 170237 PEB/DN WJK PROTO VERSION 04.13.2015 09/13/17 STORE #87 Plio SPACE #718 E-QuiRFO WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA REAR ELECTRICAL LIGHTING PLAN E301 PAN 277/i:s ELBOARD DESIGNATION MP NEW SURFACE INSTALL 1- I X EXIST BUS LOCATION RELOCATED EXIST VOLTS 3 PHASE _4_WIRE, SOLID NEUTRAL FLUSH MTD _ AMPERE AMPERE a '_AMPERE MAIN . 4 . -• TOP FED X BOTTOM FED MTD X_ DESCRIPTION WATTS CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE _._ '27.' PI' .1 : II S)_ BRKR SIZE E BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION 1 1 EMS POWER METER -- - 12 20 3 6343 20 3 30 10 H 6343 RTHP -1 2 )3 LTG -SALES EM/EXIT 3 L -- 20 1 Ejl_ ri 1 •,.., 12 R 360 R EC -ALTERATIONS CENTER 6343 4 a 5 6343 1200 5 10 -- Mill 1 1200 540 6343 20 12 R 360 REC-ALTERATIONS LEFT 6343 7 LTG -SALES GENER FRONT 1331 L 10 7 SPARE -- - - 20 1 6343 •,-, 1 20 12 R 360 REC-PC STOCK 6343 RTHP 2 8 1281 L 10 9 SPARE -- - - 20 1 1 20 1 R 1281 REC-MICROWAVE 6343 LTG -SALES GENER MID 10 L 6343 20 11 SPARE -- - - 20 1 ,,.•BLANK 6343 12 12 R 13 6343 1362 12 12 20 1- 13 15••••••-,„ 17 19 SPARE ,.,,., ,,. •,,:. „:„0, ,u,<:•,• r„,„,,, ... ...,,,, %.,..,., -,, m<..„,. -•<, •N. :,••<:,...4.. „ ..m..• 1..,•••,,,..... ::„ • - z•:•„, :w.,- ••••"-ii, .,.:. ,,,,,,•••„ ,. , Arimo,.......i,.'H.„,...,„„.,,,z.:.,,,•,,,,r ,a,,,w,,:i& ,z,m,.:: -;,,,.:4,,ww..,,-, ,..:. x. ..,,IkamMe, '‘,..w Ak•-...wimww, - ,...:;:w.,$:',..MgRAWM:,•.. ..i....:, , -o: mo:•:minamma ,., ..,,,, •ssom0,-, . - 4: ,,,,•,‘,.w,,,. „, . „: r, .ft,„, , ._ .....<., <.• ,,,•• .4: ''',, ., :•&::,,w• ..<, „:::„ .„.. ::.:• ,,Amo,r4mr.m., , -,:..-.. •:- • • ..„,,,,,,......,,,„,.<:„.....: -- „:. •tkt.Mtft,,,,,,,,,,,,,,,,,,,k,..: . „: . - :,,,,,,,,,,,,,,,,...,,,, :::::::„ „ . k K„...,.,,,,.,.„ , „,,,,,,,g, ... , - --goom.,-.......... • • , •...„-m••q",, ,...,..„.. ,, :.<!:i.• "• _.,,,, „. .10. ..,..ra,:,..,•:, •m„...,..„.,,, „: ..„„„:„ ., „,,,,,,,,, ::::, ,,,,,,,,,, ••••:„..„ , • • - •, . ...• . -<!..” ..„.,:•: ,•.,. „•••ft< :«.:•••**.,•<•;.:- :•.,,, - ',,.!•:•- - -,4•-• . ,. ,„... K, '.,:>:.*::...MINN:M :::. a .z•-., • - ....smamm.,,,, ." "s'''' •.:. , N. ,47•; ., :„.„. „7,•* 1*. •,.,.:.1•1:adhOP- v,.., ,:.••• , „ mik.. ,w .. :•,....,..:.: ''''. -- ::::::::,. <,.. ., a„. - ---mt.....„.. , ' ' kk g e: < . ,....., ,... ...:,<„4 . ....0 .,. .0 „. , - .* .<:K •,,,...,- :,..w,•,. :::,.....---- , . •,• - •• .,,. •• „. • •„••••• .• '••••• •••••.• < \ .i... • ••••• , • ,..,_,• -,.•, - „ „,....,•,,,k, A••,,,,,.• ,..-• ••.. , • ,„„ .„ z% a - 20 ,...-, , , ,..,,,•z 1 3075 BLANK ,,,,:,,,,, 14 20 12 R 12 H 3075 RTHP -3 14 20 1 EMS 500 , 12 b., 1 3075 1 16 3075 17 LTG -SALES FLOOR DSP FT 3075 L 10 ..,, •.<, ' kr. ', 'AM, ' , ... ••,„„ „, , ,.. ,,,,•• , /...„ .:... ••• ,•:. - • •. ., -..,,z-. .......n • • \••\,• .:...;,,:,.,v, 0 ,,,.... > ,::. .. , ,:s• =-<,,,...'.• =,-.. ,,'„, •i, •„••• 77..,,,,,... 3075 ,•=••• •••• ” , zi, ...: • ,.., , • 4.4*; , -,.,,, ,..„. . ••'& .. „..,:: ..,::::: : alpha: elm,m, • ::.....- :,,,.,...,4 \\:: *•:::.:....0.0 ,„ -,., ... :, :•.!,,.., — m...: ,.,.., ,z,,, . INIF„Alt ' ,.' 1 < • "....., a Am.,,,,salsit '-'' ...4 az :, ,.. ‘m:' .<, — Rsk.> .kkwv,..MK% ,..: . ::.% , ..,,t,:. . •:::.:vgii:.,,,,,:M.:,.: ...m„,...,,, - ••„,,, ,••••.,„...„ ::: ......,,, „,:::•::w,, „,.. ,,...,..„, . :„..,...: EkK..„,•.A..rm•::,, : , .., .ft..... 4.- „:. .*. ,. , ..,.. .,,..:i%:.:- ,::, „,.: r.„ ,C*AlWa% .• g , • , , , w,,,iinAm, :: ,..wNwm;.• A--- :•:. •A••-•-wr „„„ . •• ' ,•„...,,,,,,,. . •-.AWL. ...,,k*. — •,,,e• :•„,..—,,,•••o.m, „ .., 4 ................... 18 20 22 20 •BLANK,, 1980 1 20 12 R 19 21 783 L 10 20 1 230....„.,„ 25 27 31 360 R • 24 26 28 30 32 34 ‘,..• . ,:.., ,...‘ •---, • e 2 20 12 R 900 --o 21 LTG -SALES FLOOR DSP RR 1431 L 12 20 1 M 12 2 2 1431 23 LTG -SALES WALL DISP RT 972 L 12 20 1 ....-• ,,, , , -• , ,::•,,..r , 33 35 37 !.r... R .. • . "'s BLANK •••-, 24 26 1 9 25 ''''',6.w4.....,.. .: '.= 1053 L 10 14275 1- 1053 3 125 * - 14275 TRANSFORMER 38 90 L 10 20 1 500 immil .%: ..• 14817 :v 40 39 41 , . ,:%.,:,,,.., 4 ^; .:.`a..... 'iiii,mi, t':'.:::::..4 , - . -,<, .<.,:, „.„ -.• ,.....4,.... ..„.... ,,,. ow , • .:,r,::..m mt. ,.,,,.....,,m .w „.„ „ •-•: ::•,,,.., .- „ „..., "'''''.1. ,•••• .:,,.4:, \ •.'' ,„". 4 .....,.,.......„.... •:„ ........., v,„,.,.. m 12 14817 1 R 1330 28 2400 -- , SPARE 30 32 1500 .111.11115074 SPARE 42 20 1 15074 R 360 REC-TELEPHONE 1 20 - 1860 31 HAND DRYER LEFT a 33 LTG-FITTING/EM/EXIT SUB TOTALS = L LTG OR SIGNAGE R = RECEPTACLE M = MISCELLANEOUS H = H.V.A.C. K = KITCHEN 30036 30578 30835 CONNECTED PHASE BALANCE LOAD 91449 2.6% NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. o - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CLIP • - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT WHEN REUSING EXISTING PANELS, E.C. SHALL VERIFY THE CONDITION AND QUANTITY OF ALL EXISTING CIRCUIT BREAKERS. REPLACE DAMAGED BREAKERS WITH NEW. PROVIDE ANY ADDITIONAL OR BREAKERS OF DIFFERENT AMPERAGE OR POLE AS REQUIRED TO MEET THE END RESULT. INDICATED IN THE PANEL SCHEDULE. NEW BREAKERS SHALL BE OF THE SAME MEG AND CHARACTERISTICS OF THE EXISTING. THE SUBMISSION OF THE BID PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED TO THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE SITE. PAN 120/208_VOLTS TOP ELBOARD DESIGNATION LY NEW SURFACE INSTALL 225 HVAC EXIST BUS LOCATION 225_AMPERE RELOCATED EXIST X 3 PHASE _.4 _WIRE, SOLID NEUTRAL FLUSH MTD _ AMPERE TOTAL DEMAND AMPS 080NO MAIN BEAKER FED X BOTTOM FED MTD X DESCRIPTION WATTS CT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE _. Ei2 PI' .1 : II S)_ BRKR SIZE cy, 0.. BRKR SIZE WIRE LOAD SIZE TYPE WATTS DESCRIPTION CKT 1 LTG -CASH WRAP 486 L 12 20 1 H 486 1 20 12 R 540 ' 2 )3 LTG -SALES EM/EXIT 1156 L 10 20 1 1 •,.., 12 R 360 R EC -ALTERATIONS CENTER 1156 '''• a 5 LTG -STOREFRONT SIGN 1200 L 10 20 1 1 1200 540 --. 20 12 R 360 REC-ALTERATIONS LEFT 6 7 LTG -SALES GENER FRONT 1331 L 10 20 1- 1331 20 1 H 1440 ,z,„,. •,-, 1 20 12 R 360 REC-PC STOCK 8 9 LTG -SALES GENER MID FT 1281 L 10 20 1 10 20 1 • 1 20 1 R 1281 REC-MICROWAVE 11 LTG -SALES GENER MID 1262 L 12 20 1 R 1262 20 1 ,,.•BLANK 12 12 R 540 13 LTG -SALES GENER MID RR 1362 L 12 20 1- 1362 R 12 20 , 900 BLANK ,,,,:,,,,, 14 20 12 R 15 LTG -SALES GENER REAR 1300 L 12 20 1 EMS 500 , 12 20 1 16 1 1300 17 LTG -SALES FLOOR DSP FT 1350 L 10 20 1 REC-STEAM/VAC LEFT FT 135018 R 10 20 •BLANK,, 1980 1 20 12 R 19 LTG -SALES FLOOR DSP MD 783 L 10 20 1 H 783 360 R 10 20 1 e 2 20 12 R 900 --o 21 LTG -SALES FLOOR DSP RR 1431 L 12 20 1 M 12 2 2 1431 23 LTG -SALES WALL DISP RT 972 L 12 20 1 1860 2•,, 23 !.r... R .. • . "'s BLANK •••-, 24 26 1 9 25 LTG -SALES WALL DISP LT 1053 L 10 20 1- 1053 25 REC-STEAM/VAC RIGHT H 1220 27 LTG -SALES WALL DISP CASE 90 L 10 20 1 500 REC-AMPLIFIER .%: ..• :v INSTANTANEOUS HEATER LT 1500 902 12 a 29 LTG- NON -SALES/EM/EXIT 1330 L 12 20 1 R 1330 28 2400 -- , SPARE 30 32 1500 31 SPARE - 20 1 - R 360 REC-TELEPHONE 1 20 - 1860 31 HAND DRYER LEFT a 33 LTG-FITTING/EM/EXIT 1019 L 12 20 1 1 20 - -- SPARE 34 32 1019 35 SPARE SPARE -- - 20 1 1 1 20 - -- SPARE 36 34 1500 37 SPARE SPARE -- - 20 1 - 9260 1500 3 100 * - 9260 PANEL PP 38 36 39 SPARE HAND DRYER RIGHT 1500 - 20 1 1- 1680 8540 20 40 R 8540 REC-MANAGER SECURITY 41 SPARE - 20 1 8960 , 8960 20 42 - -- SPARE 40 180 - 1 20 12 R 180 REC-BREAK TV 42 •,,. SUB TOTALS 166 L = LTG OR SIGNAGE = R RECEPTACLE M = MISCELLANEOUS H = H.V.A.C. K = KITCHEN 14275 14817 15074 CONNECTED PHASE BALANCE LOAD 44 5.3% NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. O - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CLIP * - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANEEL. AAP DEE D DESCRIPTION TOTAL WATTS TRANSFORMER 46388 HVAC 47283 25% LARGEST MOTOR 1620 4352 ERE MAIN BEAKER TOTAL DEMAND WATTS 95,291 TOTAL DEMAND AMPS 080NO 114.7 NEW 600AS W/ 600AF SERVICE FROM LANDLORD 277/480V, 30, 4W ELEC. DISTRIBUTION EQUIPMENT 1. ALL WIRE SHALL BE COPPER ONLY, THW, THWN, THHW, OR NEC APPROVED EQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. WIRE AMPACITY BASED ON CURRENT NEC TABLES. 2. E.C. SHALL FURNISH ALL NEW ELECTRICAL EQUIP. (PANELS, TRANSFORMER, CONDUITS, WIRE, METERS, SERVICE FEEDERS AND CONDUIT, DISC SWITCHES, CONTACTORS, TIMECLOCKS, ETC) AS REQUIRED, UNLESS NOTED OTHERWISE. 3. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC.) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. 4. E.C. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELEC. EQUIPMENT TO BE REUSED IS OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT PROJECT REP. PANEL LP CE D DESCRIPTION TOTAL WATTS PANEL PP 24630 LIGHTING & SIGN 17406 25% CONTINUOUS LOAD 4352 ERE MAIN BEAKER TOP TOTAL DEMAND WATTS 46,388 TOTAL DEMAND AMPS (208V) 128.9 BACK OF HOUSE ZONE R EC STOCK/BREAK/FIT BACK OF HOUSE ZONE LTG-NON-SALES/EM/EXIT PANELBOARD 120/208_ DESIGNATION PP NEW SURFACE INSTALL _X_ 100 AMPERE EXIST BUS LOCATION la:LAMP RELOCATED EXIST VOLTS 3 PHASE 2130 _4_WIRE, SOLID NEUTRAL FLUSH MTD _ ERE MAIN BEAKER TOP FED BOTTOM FED MTD _X_ 5000 _X_ CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE L.:t II 12 Pi' C .1 : II S)_ BRKR SIZE WIRE SIZE LOAD lYPE WATTS DESCRIPTION CKT # 1 REC-CASHWRAP POS 1-2 360 R 12 20 1 900 1 20 12 R 540 REC-ALTERATIONS RIGHT 2 3 REC-CASHWRAP POS 3-4 360 R 12 20 1 1 20 12 R 360 R EC -ALTERATIONS CENTER 4 720 5 REC-CASHWRAP POS 5 180 R 12 20 1 540 1 20 12 R 360 REC-ALTERATIONS LEFT 6 7 REC-CASHWRAP GENERAL 1080 R 12 20 1 H 1440 1 20 12 R 360 REC-PC STOCK 8 9 REC-GENERAL FRONT 360 R 10 20 1 1 20 12 R 1200 REC-MICROWAVE 10 1560 111 REC-EAS 360 R 10 20 1 -1 20 12 R 540 REC-REFRIGERATOR 12 900 13 REC-CASHWRAP MONITORS 720 R 12 20 1- 900 1 20 12 R 180 REC-BREAK ROOM 14 015 EMS 500 M 12 20 1 1 20 SPARE 16 500 17 REC-STEAM/VAC LEFT FT 1080 R 10 20 1 1980 1 20 12 R 900 REC RR/HVAC 18 019 REC-SHOPPING SENSOR 360 R 10 20 1 -11260 1 20 12 R 900 REC-STOCK/BREAK/FIT 20 21 INSTANTANEOUS HEATER RT 1500 M 12 20 2 1 20 12 R 360 REC-EMPLOYEE TC/BUZZER 22 1860 23 1500 720 R 12 20 1 2000 1- 1 20 12 R 500 REC DVR/MUSIC 24 25 REC-STEAM/VAC RIGHT H 1220 1 20 12 R 500 REC-AMPLIFIER 26 27 INSTANTANEOUS HEATER LT 1500 M 12 20 2 1 20 12 R 900 REC-MANAGERS DESK/PC 28 2400 29 1500 1- 1 20 12 R 360 REC-TELEPHONE 30 1860 31 HAND DRYER LEFT 1500 M 12 20 1 1860 1 20 12 R 360 REC- MANAGER MONITORS 32 33 SPARE -- - - 20 1 1 20 12 M 1500 WATER HEATER 34 1500 35 SPARE -- - - 20 1 1500 1 20 12 M 1500 ACCESS CONTROLS 36 37 HAND DRYER RIGHT 1500 M 12 20 1- 1680 1 20 12 R 180 REC-MANAGER SECURITY 38 9 1 •:„. ",,, , 1 20 - - -- SPARE 40 180 - 1 20 12 R 180 REC-BREAK TV 42 •,,. SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE M = MIS = H H.V.ACELLANEOUS.C. K = KITCHEN 9260 8540 8960 CONNECTED PHASE BALANCE LOAD 26,760 7.8% NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. o - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CLIP * - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANEL PP DE D DESCRIPTION TOTAL WATTS RECEPTACLES (1ST 10K AT 100%) 10000 RECEPTACLES (OVER 10K 50%) 2130 WATER HEATER 7500 MISC 5000 TOTAL DEMAND WATTS 24,630 TOTAL DEMAND AMPS (208V) 68.4 ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO LP -17 DISPLAY ZONE LTG -SALES FLOOR DSP FT LP -19 DISPLAY ZONE LTG -SALES FLOOR DSP MD LP -21 DISPLAY ZONE LTG -SALES FLOOR DSP RR LP -27 DISPLAY ZONE LTG -SALES WALL DISP CASE ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO LIGHTING ZONES SWITCH 1 - BACK OF HOUSE ZONE SWITCH 2 - GENERAL ZONE SWITCH 3 - DISPLAY ZONE * SWITCH 4 - SHOW WINDOW ZONE SWITCH 5 - STOREFRONT SIGN ZONE ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO ON +24v OFF LSO LP -5 STOREFRONT SIGN ZONE LTG -STOREFRONT SIGN * TURNING OFF THIS SWITCH WILL REDUCE LIGHTING BY 50% NOTE: EMS TIMER SETTINGS SHALL TURN OFF SPACE LIGHTING AS REQUIRED BY ENERGY CODE. 0 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CUENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION ENGINEER VW CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PI -I. (314) 415-2400 FAX (314) 415-2300 www.arcv.com 8,182 SF 760.1 SM _1,826 SF 169.6 SM 10,008 SF 929.7 SM STORE 187 11PpAg?' fiEn, SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA NOT USED A. NO ADDITIONAL COST WILL BE APPROVED FOR ANY REVISIONS/MODIFICATIONS REQUIRED BY ANY TRADE OR CONTRACTOR DUE TO THE LACK OF COORDINATION BETWEEN TRADES OR CONTRACTORS. B. CEILING HEIGHTS, AS DEFINED ON THE DESIGN DRAWINGS, ARE TO BE RESPECTED AND HELD. IF IT IS PHYSICALLY IMPOSSIBLE TO ACHEIVE/MAINTAIN ANY CEILING HEIGHTS SPECIFIED ON THE DESIGN DRAWINGS, THE TRADE/CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT FOR REVIEW AND RESOLUTION OF THE PROBLEM. C. COORDINATE ALL EQUIPMENT, DUCTWORK, PIPING, CONDUITS, ETC. WITH ALL TRADES PRIOR TO ORDERING, FABRICATION, ROUGH—IN AND INSTALLATION. D. ALL CONDUIT ABOVE CEILING TO BE INSTALLED AS TIGHT AS POSSIBLE TO THE SLAB AND RAISED WITHIN BAYS WHENEVER POSSIBLE. ANY AND ALL JUNCTION PROJECT MANAGER. 1 CO \TRACTO NOTES NTS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR UNIQLO PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR UNIQLO AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR UNIQLO OF ANY INTENT APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 2 FIELD VERIFY ALL CONDITIONS NTS PRIOR TO BID, G.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE/FIRE ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYSTEM, G.C. SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LANDLORD AND/OR LOCAL FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. G.C. SHALL SUBMIT COMPLETE FIRE ALARM DRAWINGS PER REQUIREMENTS OF BUILDING AND FIRE DEPT'S FOR SEPARATE PERMIT. 3 FIRE ALARM SYSTEM NTS 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION 09/13/17 I LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REV=DATE } DESCRIPTION NAME EMPLOYEE ENTRANCE OUTSIDE TEMP SENSOR. HELD VERIFY EXACT LOCATION. (2) 18/6 WIRE 18/6 WIRE LAST HVAC UNIT 22/2 LON WIRE CONDENSER 67— 22/2 LON WIRE DAISY—CHAIN COMMUNICATION TO OTHER EMS S \18/6 WIRE CONTROLLERS SENSORS. FIELD VERIFY LOCATION. 00 0 ma EMS POWER METER LIGHTING OVERRIDE BUTTONS MAIN PANEL "MP" 22/2 LON WIRE 18/6 WIRE —\ CAT -5 —\ CAT -5 —\ GATEWAY PANEL DAISY—CHAIN COMMUNICATION TO OTHER EMS CONTROLLERS FIRST HVAC UNIT 18/8 WIRE 18/6 WIRE 22/2 LON WIRE =Mit FIRST CONTROLLER 0 18/6 WIRE 22/2 LON WIRE SENSORS. FIELD VERIFY LOCATION. CONDENSER 0--18/8 WIRE LAST 9 CONTROLLER 0-18/6 WIRE 18/6 WIRE —\ 18/6 WIRE —\ 3/4" CONDUIT STUB TO THE CEILING. LIGHTING CONTROL PANEL XFRMR LIGHTING PANEL "LP„ POWER PANEL "PP" EXAMPLE OF ELECTRICAL PANELS IN STOCKROOM BURGLAR ALARM PANEL 171.m SMARTVUE STORE ROUTER DIGITAL THERMOSTAT SENSOR. FIELD VERIFY LOCATION. MANAGER'S OFFICE if IF GATE IS A SECURITY CURTAIN THAT OPENS TO ONE SIDE, LOCATE THE WIRE IN THE CABINET WHERE THE CURTAIN IS PUSHED INTO WHEN THE STORE IS OPEN. IF THE GATE IS A ROLL UP GATE, LOCATE THE WIRE AT THE TOP OF THE GATE NEAR SERVICE ACCESS HATCH. _IL SALES AREA EMS RESP BUTES MATIFUX ITEM MATERIALS INSTALLATION STARTUP COMMENTS ALL EMS LOW VOLTAGE WIRE CC EC CC CC SHALL PROVIDE EC WITH PROPER CONTROL WIRE. EC RESPONSIBLE FOR ALL LOW VOLATGE WIRE INSTALLATION PER EMS RISER. EMS GATEWAY PANEL CC EC CC EC SHALL PROVIDE A DEDICATED 11OV CIRCUIT. LIGHTING RELAY PANEL CC EC CC & EC EC RESPONSIBLE FOR WIRING BRANCH CIRCUIT WIRING. CC RESPONSIBLE FOR CONTROL WIRING. HVAC MECHANICAL EQUIPMENT (VANS, RTUS, ACTUATORS, ETC.) MC MC CC & MC MC RESPONSIBLE FOR MANUFACTURER STARTUP (VOLATGE, ROTATION, ETC.). CC RESPONSIBLE FOR STARTUP IN AUTOMATIC CONTROL. HVAC SENSOR CC CC CC SENSORS ARE TO BE LOCATED PER MECHANICAL DRAWINGS. HVAC CONTROLS CC CC CC SENSORS ARE TO BE LOCATED PER MECHANICAL DRAWINGS. EMS/BURGALAR ALARM INTEGRATION BA & CC EC BA & CC EC RESPONSIBLE FOR RUNNING WIRE. BA RESPONSIBLE FOR TERMINATIONS AT SECURITY PANEL. CC RESPONSIBLE FOR TERMINATIONS AT EMS. BA MUST COORDINATE FINAL TEST WITH CC. FIRE ALARM HVAC SHUTDOWN FA FA FA FA RESPONSIBLE FOR ALL FIRE ALARM WIRING. POWER METER CC EC CC & EC EC RESPONSIBLE FOR INSTALLING METER. EC RESPONSIBLE FOR WIRING LINE VOLTAGE PER INSTRUCTIONS. EC RESPONSIBLE FOR INSTALLING CTS PER INSTRUCTIONS. CC RESPONSBILE FOR NETWORK WIRING PER INSTRUCTIONS. GATE STATUS SWITCH CC CC CC LIGHTING OVERRIDE BUTTONS CC CC CC BA — BURGLAR ALARM CONTRACTOR CC — CONTROLS CONTRACTOR EC — ELECTRICAL CONTRACTOR FA — FIRE ALARM CONTRACTOR MC — MECHANICAL CONTRACTOR STORE FRONT GATE ROOF II / II CEILING —1 FLOOR 11 / RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER EMS - TYPICAL NTS ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com FEUSTRAMI SEAL PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM 4 170237 PEB/DN WJK PROTO VERSION 04.13.2015 :09/13/17 SF - STORE #87 AP 4Ailiz;r44 SPACE #718 EVO WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ELECTRICAL EMS DETAILS 1. GENERAL REQUIREMENTS THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING ANY GENERAL AND SUPPLEMENTAL CONDITIONS AND GENERAL REQUIREMETS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE ALL MECHANICAL, ARCHITECTURAL, AND/OR STRUCTURAL DOCUMENTS, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY WHATSOEVER AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMETS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN SETTING OUT WORK. WHERE DETAILED METHOD OF INSTALLATION IS NOT INDICATED OR WHERE VARIATIONS EXIST BETWEEN DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNER'S REPRESENTATIVE ON JOB SITE SHALL BE FOLLOWED. THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED. ALL WORK, MATERIALS, AND EQUIPMENT SHALL HAVE A ONE YEAR WARRANTY AFTER ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTIVE ITEMS SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL SUB -CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. PERFORM WORK UNDER THIS COTRACT IN CLOSE HARMONY WITH OTHER CONTRACTORS SO COMPLETED WORK SHALL PRESENT A NEAT AND WORKMANLIKE INSTALLATION. EXPOSED FINISHED MATERIALS AND EQUIPMET SHALL BE CAREFULLY CLEANED AND WIPED TO REMOVE GREASE, SMUDGES, DUST AND OTHER SPOTS AND LEFT SMOOTH AND CLEAN. DURING THE PROGRESS OF THE WORK, THE ELECTRICAL SUB -CONTRACTOR SHALL CAREFULLY CLEAN UP AFTER HIS MEN AND SHALL LEAVE THE PREMISES AND ALL PORTIONS OF THE BUILDING IN WHICH HE IS WORKING FREE OF DEBRIS AND IN A CLEAN AND SAFE CONDITION. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR EQUIPMET CONNECTORS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUES SPECIFIED IN APPLICABLE UL AND NEC STANDARDS. WHENEVER THE WORDS "CONTRACTOR", "THIS CONTRACTOR", ETC. APPEAR ON DRAWINGS OR IN THESE SPECIFICATIONS FOR THE ELECTRICAL WORK, IT SHALL REFER TO THE ELECTRICAL SUB-COTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMETS, IT SHALL BE INTERPRETED TO MEAN "FURNISH & INSTALL". OUTLET MOUNTING HEIGHTS AS INDICATED ON THE PLANS ARE APPROXIMATE TO BE USED FOR BIDDING PURPOSES ONLY. THE EXACT MOUNTING HEIGHT OF OUTLETS SHALL BE DETERMINED IN THE FIELD WITH RELATION TO ARCHITECTURAL DETAILS AND EQUIPMENT BEING SERVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE OUTLET LOCATION WITH EQUIPMENT. THE OWNER'S REPRESETATIVE SHALL BE PERMITTED TO RELOCATE ANY OUTLET PRIOR TO INSTALLATION WITHIN A 15 FOOT LIMIT AT NO ADDITIONAL CHARGE IN CONTRACT PRICE. ALL FASTENERS, HANGERS AND METHODS OF HANGING EXPOSED WORK IN FINISHED AREAS SHALL BE SUBMITTED TO THE OWNER'S REPRESETATIVE FOR APPROVAL BEFORE INSTALLATION. IF DURING CONSTRUCTION IF BECOMES APPARENT THAT CERTAIN MINOR CHANGES IN LAYOUT WILL EFFECT A NEATER JOB OR BETTER ARRANGEMENT, SUCH ALTERATIONS SHALL BE MADE AS PART OF THE CONTRACT. ENGINEER'S APPROVAL SHALL BE OBTAINED BEFORE MAKING SUCH CHANGES. WORKMANSHIP THROUGHOUT SHALL CONFORM TO THE STANDARDS OF BEST PRACTICE. MARKS, DENTS OR FINISH SCRATCHES WILL NOT BE PERMITTED ON ANY EXPOSED MATERIALS, FIXTURES OR FITTINGS. INSIDE OF PANELS & EQUIPMENT BOXES SHALL BE LEFT CLEAN. THE SYSTEM SHALL RING ENTIRELY FREE FROM GROUND WHEN TESTED OUT IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTRUCTION OF EACH SYSTEM TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. UPON COMPLETION OF THE JOB, THIS CONTRACTOR SHALL FURNISH THE OWNER WITH A COMPLETE SET OF OPERATING INSTRUCTIONS ON ALL ELECTRICAL SYSTEMS INSTALLED. THE ELECTRICAL CONTRACTOR SHALL CONSULT THE PLANS OF ALL OTHER TRADES IN ALL INSTANCES BEFORE INSTALLING HIS WORK SO THAT HIS PIPING WILL NOT INTERFERE WITH THOSE BRANCHES. IN THE EVENT OF A CONFLICT, THIS CONTRACTOR SHALL REPORT TO THE OWNER'S REPRESENTATIVE AT ONCE AND DO NO FURTHER WORK TO BE INSTALLED UNTIL A SATISFACTORY ARRANGEMENT IS DECIDED UPON. ANY WORK DONE, OR EQUIPMENT PLACED IN POSITION BY THIS CONTRACTOR, CREATING A CONFLICT IN VIOLATION HEREOF, SHALL BE READJUSTED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. THE DECISION OF THE OWNER'S REPRESENTATIVE SHALL BE FINAL IN REGARD TO CHANGES DUE TO CONFLICTING CONDITIONS. 2, SHOP DRAWINGS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ONLY FOR ITEMS OF MATERIAL AND EQUIPMENT DIFFERENT THEN THOSE ALREADY CALLED FOR WITHIN THESE DRAWINGS FOR APPROVAL BY THE ENGINEER. THE CONTRACTOR IS NOT AUTHORIZED TO PURCHASE ANY MATERIAL UNTIL SUCH APPROVAL IS OBTAINED. A MINIMUM OF SIX SEPARATE SETS OF DRAWINGS IS REQUIRED AND WILL BE DISTRIBUTED AS FOLLOWS: 1 COPY FOR ENGINEER'S FILE; 1 COPY FOR ARCHITECT'S FILE; 2 COPIES FOR THE OWNER'S FILE; 2 COPIES FOR THE CONTRACTOR. SHOP DRAWINGS SHALL BE NEATLY BOUND IN A FLAT RING BINDER HAVING JOB NAME AND CONTRACTOR'S NAME ON COVER. A SINGLE SUBMISSION IS PREFERRED HAVING ALL ITEMS INCLUDED. LOOSE SHEET OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL ITEMS OF MATERIAL TO BE SUPPLIED WHICH DO NOT REQUIRE SHOP DRAWING SUBMISSION SUCH AS CONDUIT, WIRE, BOXES, ETC., SHALL BE LISTED AS SEPARATE MATERIAL SHOWING MANUFACTURER'S NAME AND CATALOG NUMBER AND TYPE AND SHALL BE INCLUDED WITH SHOP DRAWINGS SUBMITTAL. 3. RECORD DRAWINGS MID OPERATING INS RUCTIONS & SERVICE UAL TWO SETS OF MECHANICAL/ELECTRICAL DRAWINGS SHALL BE PROVIDED AS RECORD DRAWINGS WHICH SHALL BE SEPARATE, CLEAN, SEPIA REPRODUCIBLES RESERVED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS REPORT SHEETS AND THE ELECTRICAL SUB -CONTRACTOR SHALL MAKE ANY NOTATIONS, NEAT AND LEGIBLE THEREON DAILY AS WORK PROCEEDS. THE DRAWINGS SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. AT THE COMPLETION OF THE WORK, THESE RECORD DRAWINGS SHALL BE SIGNED BY THE ELECTRICAL SUB -CONTRACTOR, DATED AND RETURNED TO THE OWNER'S REPRESENTATIVE. FINAL PAYMENT OF CONTRACT WILL NOT BE MADE UNTIL RECEIPT AND REVIEW OF SAID DRAWINGS. PROVIDE TWO NEATLY BOUND (WITH TABBED SECTIONS) COPIES OF MAINTENANCE AND INSTRUCTION BOOKS, PARTS LIST PERTAINING TO ALL EQUIPMENT FURNISHED. SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FINAL PAYMENT WILL NOT BE MADE UNTIL DRAWINGS FOR RECORD, MAINTENANCE AND INSTRUCTION MANUALS ARE DELIVERED TO THE OWNER'S REPRESENTATIVE. 4. PERMITS AND REGULATIONS THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE SHALL BE THE MINIMUM REQUIREMENT FOR ALL WORK. ALL ELECTRICAL MATERIALS USED IN THIS WORK AND ALL WORKMANSHIP AND TESTS PERFORMED THEREIN, UNLESS SPECIFICALLY SPECIFIED SHALL CONFORM TO THE LATEST RULES AND REGULATIONS AND SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION AND UTILITY COMPANY. EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR COMPLIANCE WITH PREVAILING CODES, REGULATIONS AND ORDINANCES AND BASE BID AND WORK ACCORDINGLY. ANY MINOR DISCREPANCY BETWEEN THESE DRAWINGS/SPECIFICATIONS AND CODES, LAWS, ORDINANCES, RULES AND REGULATIONS SHALL BE CORRECTED BY THIS CONTRACTOR AS REQUIRED WITHOUT ANY ADDITIONAL REIMBURSEMENT. MAJOR DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER (IN WRITING), PRIOR TO INSTALLATION, ALONG WITH THE COTRACTOR'S PROPOSED COST FOR CORRECTION. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS OR CERTIFICATES OF INSPECTION AND APPROVAL REQUIRED FOR THIS BRANCH OF THE WORK. OWNER SHALL BE FURNISHED WITH CERTIFICATES OF FINAL INSPECTION AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THIS BRANCH OF THE WORK. 5. DRAWINGS AND SPECIFICATIONS THE SPECIFICATIONS AND ACCOMPANYING DRAWINGS ARE INTENDED TO DESCRIBE THE SCOPE OF ALL ELECTRIC/MECHANICAL WORK. THE DRAWINGS ARE AN OUTLINE TO INDICATE THE APPROXIMATE LOCATION AND ARRANGEMENT OF RACEWAYS, WIRING AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE IN EXECUTING OF THE WORK. SHOULD THERE BE A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THIS CONTRACTOR SHALL REFER THE MATTER TO THE OWNER'S REPRESENTATIVE FOR A DECISION AS TO METHOD OR MATERIAL. ELECTRICAL CONTRACTOR SHALL REFER TO DRAWINGS OF ALL OTHER TRADES FOR DETAILS, DIMENSIONS AND LOCATIONS OF OTHER WORK AND ROUTE HIS WORK SO AS NOT TO CONFLICT WITH ANY OTHER BRANCH. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING QUANTITIES OF EQUIPMENT METIONED IN THE SPECIFICATIONS WITH THOSE SHOWN ON THE DRAWINGS. IF DISCREPANCIES ARE NOTED, PROVIDE THE GREATER OF THE QUANTITIES OR THE BETTER OF THE QUALITIES AS APPLICABLE. 6. MATERIALS AND EQUIPMENT ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE UNDERWRITER'S LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED. CERTAIN MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. THIS CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. 7. ELECTRICAL IDENTIFICATION PROVIDE MANUFACTURER'S STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1 /2" WIDE. WHERE APPLICABLE, INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, WALL/FLOOR/, ETC. UNLESS OTHERWISE INDICATED OR REQUIRED BY GOVERNING REGULATIONS, PROVIDE ORANGE TAPE WITH BLACK LETTERS. PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE MANUFACTURER'S STANDARD COLOR CODING FOR CABLE/CONDUCTOR JACKET AND/OR INSULATION FOR ALL CABLES AND CONDUCTORS OF ALL SYSTEMS. MATCH IDENTIFICATION WITH MARKING SYSTEM USED IN EXISTING SYSTEMS (WHERE APPLICABLE), SHOP DRAWINGS, CONTRACT DOCUMENTS, AND SIMILAR PREVIOUSLY ESTABLISHED IDENTIFICATION FOR PROJECT'S ELECTRICAL WORK. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. INSTALL ENGRAVED PLASTIC -LAMINATE SIGN ON MAJOR UNITS OF ELECTRICAL EQUIPMENT, INCLUDING CENTRAL OR MASTER UNIT OF EACH ELECTRICAL SYSTEM INCLUDING COMMUNICATION/CONTROL/SIGNAL SYSTEMS, UNLESS UNIT IS SPECIFIED WITH ITS OWN SELF-EXPLANATORY IDENTIFICATION OR SIGNAL SYSTEM. EXCEPT AS OTHERWISE INDICATED, PROVIDE SINGLE LINE OF TEXT, 1/2" HIGH LETTERING, ON 1-1/2" HIGH SIGN (2" HIGH WHERE 2 LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD. UNLESS DETERMINED OTHERWISE IN FIELD, PROVIDE TEXT MATCHING TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. SECURE TO SUBSTRATE WITH FASTENERS, EXCEPT USE ADHESIVE WHERE FASTENERS SHOULD NOT OR CANNOT PENETRATE SUBSTRATE. AS A MINIMUM PROVIDE SIGNS FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK WHERE SUCH WORK EXISTS ON THE PROJECT ALL STARTERS AND DISCONNECTS; ALL REMOTE FIXTURE OR EQUIPMENT SWITCHING DEVICES (VIA ENGRAVED WALLPLATES); ALL SYSTEM DEVICES, PORTS, TAPS, J.B.'S, P.B.S, ETC.; PANELBOARDS, ELECTRICAL CABINETS ; ANY OTHER EQUIPMENT DESIGNATED BY OWNER OR ENGINEER IN FIELD. ALL EQUIPMENT & SYSTEM IDENTIFICATION NOMENCLATURE SHOWN ON DRAWINGS OR LISTED HEREIN IS SHOWN FOR GENERAL DESIGN AND INSTALLATION REFERENCE ONLY. THE ACTUAL NAMEPLATE, ETC. NOMENCLATURE FOR THIS PROJECT SHALL BE VERIFIED BY ELECTRICAL CONTRACTOR IN FIELD PRIOR TO FABRICATION AND WHERE APPLICABLE, SHALL BE AN EXTENSION OF EXISTING NOMENCLATURE USED ON THE SITE AS DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR. IN ADDITION TO THE ABOVE, ALL LABELING FOR ALL ELECTRICAL WIRING WORK (FOR ALL SYSTEMS) SHALL BE 3M DCI NO. 054007-11954 "SWD" WRITE -ON TAPE DISPENSER KIT WITH FACTORY PROVIDED SPECIAL FAST DRYING MARKER INCLUDED WITH KIT. ALL MARKINGS SHALL BE CLEAR AND LEGIBLE. AS DETERMINED IN FIELD, PROVIDE COLOR CODING FOR JUNCTION BOXES, PULL BOXES AND ASSOCIATED PLATES TO MATCH EXISTING BUILDING STANDARDS. THE FOLLOWING INSULATION COLOR CODE SHALL BE USED FOR SYSTEM AND VOLTAGE IDENTIFICATION FOR FEEDER AND BRANCH CIRCUIT WIRING. 277/480V SYSTEM - BROWN, ORANGE, YELLOW & GRAY (NEUTRAL) 120/208V SYSTEM - BLACK, RED, BLUE & GRAY (NEUTRAL) EQUIPMENT GROUNDING - GREEN SYSTEMS - TO MATCH EXISTING - VERIFY IN FIELD. 8. GROUNDING ALL METALLIC CONDUIT, SURFACE WIREWAYS, SUPPORTS, CABINET AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST ISSUE OF THE NATIONAL ELECTRICAL CODE AND SHOWN ON PLANS. THE GROUND TERMINALS OF RECEPTACLES SHALL BE CONNECTED TO THE EQUIPMENT GROUND BUS OF THE SOURCE BRANCH CIRCUIT PANELBOARD. ALL GROUNDING CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY. ALL CONNECTIONS TO EQUIPMENT OR CONDUIT SHALL BE MAKE WITH AN APPROVED CONDUCTOR AND SAME SHALL BE BOLTED OR CLAMPED TO EQUIPMENT AND CONDUIT. ALL CONTACT SURFACES SHALL BE THOROUGHLY CLEANED AND BRIGHT BEFORE CONNECTIONS TO INSURE A GOOD METAL CONTACT. ALL NEW BRANCH CIRCUITING INSTALLED UNDER THIS CONTRACT SHALL BE PROVIDED WITH REDUNDANT INSULATED PARITY SIZED GREEN GROUND WIRE BY THIS CONTRACTOR, INSTALLED IN STRICT ACCORDANCE WITH NEC ARTICLE 517. THIS CONTRACTOR SHALL FIELD TEST ALL EXPOSED CONDUCTIVE SURFACES IN ALL NEW "PATIENT VICINITY" AREAS, AND PROVIDE ALL NECESSARY CORRECTIVE WORK (IF ANY) TO COMPLY WITH GROUNDING REQUIREMENTS OF NEC ARTICLE 517. PROVIDE DOCUMENTATION OF ALL TESTING RESULTS TO ENGINEER AND STATE ELECTRICAL INSPECTOR. 9. CONDUIT AND FITTINGS ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM EACH OTHER (I.E. 24V SEPARATE FROM 120/208V). ONLY VOICE AND DATA CABLES MAY SHARE RACEWAYS. ALL WIRING SHALL BE RUN IN CONDUIT. THIN WALL EMT CONDUIT SHALL BE USED, SIZES 3/4" (MINIMUM) THROUGH 2-1/2". ALL CONDUITS LARGER THAN 2-1 /2" SHALL BE HEAVYWALL. CONDUITS INSTALLED UNDERGROUND OR IN CONCRETE SLABS SHALL BE PVC JACKETED FLEXIBLE STEEL CONDUIT. SEALTITE SHALL BE USED IN WET AREAS AND ON ALL MOTORIZED EQUIPMENT. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS. NO BX, ROMEX, ARMORED CABLE, ETC. SHALL BE ALLOWED. ALL VISIBLE CONDUIT SHALL BE RIGID. ALL FITTINGS FOR SAME SHALL BE SET SCREW TYPE STEEL, WITH INSULATED THROATS. ALL WIRING OF ALL SYSTEMS SHALL BE INSTALLED IN CONDUIT UNLESS SPECIFICALLY INDICATED OTHERWISE HEREIN OR ON DRAWINGS. EXPOSED CONDUIT SHALL BE SECURELY SUPPORTED IN PLACE PER CODE BUT ON A MAXIMUM OF 10 FOOT INTERVALS, WITHIN THREE FEET OF EACH BEND, AT EVERY OUTLET OR JUNCTION BOX AND AT THE END OF EACH STRAIGHT RUN TERMINATING AT A BOX OR CABINET. CONDUIT SHALL NOT BE SUPPORTED FROM DUCTWORK OR PIPE WORK. CONDUITS SHALL BE RUN PARALLEL TO AND AT RIGHT ANGLES TO THE BUILDING LINES. GENERALLY, CONDUIT SHALL BE RUN IN CONTACT WITH STRUCTURAL PARTS OF THE BUILDING SO AS TO AVOID SUSPENDED LENGTHS OF CONDUIT. CONDUIT SHALL BE INSTALLED AS TO BE ACCESSIBLE FOR REPLACEMENT AND MAINTENANCE AND GENERALLY, CONDUIT SHALL BE INSTALLED TO PERMIT DRAINAGE. © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGUA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. CONDUIT RUNS EXCEEDING 100 FEET IN LENGTH OR HAVING IN EXCESS OF THREE 90 DEGREE TURNS SHALL BE PROVIDED WITH PULL BOXES. CONDUIT FILL SHALL NOT EXCEED 30 PERCENT. ALL CONDUIT SYSTEMS (INCLUDING J.B.'S, P.B.'S, ETC.) SHALL BE PERMANENTLY IDENTIFIED. NEW BRANCH CIRCUIT HOME -RUN CONDUITS SHALL BE NO LARGER THAN 1-1 4" DIAMETER. CONDUIT FILL SHALL NOT EXCEED NEC REQUIREMENTS. / CONDUIT SHALL BE CLEANED INSIDE BEFORE ANY WIRES ARE PULLED. CONDUIT ENDS SHALL BE CAPPED AND PLUGGED WITH STANDARD ACCESSORIES AS SOON AS CONDUIT HAS BEEN PERMANENTLY INSTALLED. CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE PROVIDED WITH SWEEP BENDS AND BALING WIRE FOR PULLING. ALL JOITS SHALL BE MADE TIGHT WITH WATERTIGHT COUPLINGS MATCHING CONDUIT AND ALL CORNERS SHALL BE MAKE WITH LONG RADIUS. THE ENDS OF ALL CONDUITS SHALL BE CUT SQUARE AND REAMED AND ALL JOINTS BROUGHT TO A SHOULDER. CONDUIT SHALL BE CONTINUOUS BETWEEN OUTLETS TO MAKE A COMPLETE INSTALLATION AND TO EFFECT A CONTINUOUS GROUND. SUITABLE SUPPORTS AND FASTENING SHALL BE PROVIDED FOR CONDUIT. CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED INDEPENDETLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL COMPONETS. PROVIDE SLEEVES FOR ALL FIRE WALL AND SMOKE PARTITION PENETRATIONS (SEALED ACCORDINGLY). ALL RACEWAYS SHALL BE ENTIRELY FREE OF PIASTER, MORTAR, WATER AND OTHER FOREIGN MATTER. RACEWAYS INSTALLED UNDER THIS CONTRACT WITHOUT CONDUCTORS SHALL HAVE BALING WIRE LEFT IN RACEWAYS FROM OUTLET TO OUTLET FOR FUTURE PULLING OF CONDUCTORS. RACEWAYS OPEN ENDS SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER. WHERE "FISHING" THROUGH EXISTING HOLLOW PARTITIONS IS MANDATORY, USE MINIMUM 3/4" "GREENFIELD" (STEEL) FOR LOW VOLTAGE CABLING AND METAL-CLAD/ARMORED CABLE (LISTED FOR USE IN HEALTH CARE FACILITIES) FOR POWER. OTHERWISE TYPE MC/AC CABLE MAY ONLY BE USED FOR 6' FIXTURE WHIPS, UNLESS CASE-BY-CASE PERMISSION IS GRANTED BY ENGINEER AND OWNER. 10. QD OF WIRING - IT IS PREFERRED A SEPARATE NEUTRAL BE USED WHEN POSSIBLE. PER THE NEC, IF A NEUTRAL IS SHARED, ALL UNGROUNDED CONDUCTORS OF A MULTIWIRE BRANCH CIRCUIT MUST BE SIMULTANEOUSLY DISCONNECTED TO REDUCE THE RISK OF SHOCK TO PERSONNEL WORKING ON EQUIPMET SUPPLIED BY A MULTIWIRE BRANCH CIRCUIT. FOR A SINGLE PHASE INSTALLATION, THE SIMULTANEOUS DISCONNECTION CAN BE ACHIEVED BY TWO SINGLE POLE CIRCUIT BREAKERS WITH AN IDENTIFIED HANDLE TIE OR BY A 2 -POLE SWITCH OR CIRCUIT BREAKER. FOR A 3-PHASE INSTALLATION, A 3 -POLE CIRCUIT BREAKER OR THREE SINGLE POLE CIRCUIT BREAKERS WITH AN IDETIFIED HANDLE TIE PROVIDES THE REQUIRED SIMULTANEOUS DISCONNECTION OF THE UNGROUNDED CONDUCTORS. WHERE FUSES ARE USED FOR BRANCH CIRCUIT OVERCURRENT PROTECTION, A 2 -POLE OR 3 -POLE SWITCH IS REQUIRED. NEATLY DRESS ALL WORK. INSTALL ALL WORK PARALLEL AND PERPENDICULAR TO SURFACES OR EXPOSED STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS, WHERE POSSIBLE. KEEP CONDUCTOR SPLICES TO MINIMUM. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL ALL WIRES SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET/FIXTURE TO FIXTURE. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. PROVIDE ADEQUATE LENGTH OF CONDUCTORS WITHIN ELECTRICAL ENCLOSURES AND TRAIN THE CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. BUNDLE MULTIPLE CONDUCTORS, WITH CONDUCTORS LARGER THAN NO 10 AWG CABLED IN INDIVIDUAL CIRCUITS. MAKE TERMINATIONS SO THERE IS NO BARE CONDUCTOR AT THE TERMINAL BRANCH SUBFEEDER CIRCUITS SHALL BE INSTALLED AS SHOWN ON THE FLOOR PLANS. WHERE OUTLETS ARE INDICATED BY LETTERS ON PLANS, THEY SHALL BE CONTROLLED BY CORRESPONDING SWITCHES. NO WIRE SIZE SMALLER THAN NO. 12 SHALL BE USED FOR ANY BRANCH CIRCUIT UNLESS OTHERWISE NOTED ON PLANS FOR CONTROL CIRCUITS. LARGER SIZES SHALL BE USED WHERE REQUIRED AND/OR INDICATED ON THE PLANS. DISTANCES FROM PANEL TO FIRST OUTLET OF A 15 OR 20 AMPERE BRANCH CIRCUIT SHALL REQUIRE THE FOLLOWING MINIMUM WIRE SIZE TO THE FIRST OUTLET. UP TO 100 FEET: #12 100 TO 200 FEET: #10 MORE THAN 200 FEET: # 8 ALL BRANCH CIRCUITS MORE THAN 200 FEET IN LENGTH SHALL BE MINIMUM NO. 10 TO THE LAST OUTLET. CONTROL CIRCUITS SHALL BE NO. 14 EXCEPT FOR RUNS EXCEEDING 300 FEET WHERE THEY SHALL BE NO. 12. OUTLETS SHALL BE LOCATED APPROXIMATELY AS SHOWN ON THE PLANS AND SHALL BE WIRED TO PROVIDE CONTROL OF OUTLETS INDICATED. ALL WIRES OF ANY ONE CIRCUIT SHALL BE RUN IN THE SAME CONDUIT. ALL WIRES SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. MECHANICAL WIRE SPLICERS SHALL BE SCOTCHLOCK INSULATED TYPE, T&B STAKON OR APPROVED EQUAL THE CONDUCTORS TERMINATING AT EACH WIRED OUTLET SHALL BE LEFT NOT LESS THAN 8" LONG AT THEIR OUTLET FITTINGS TO FACILITATE INSTALLMET OF DEVICES OF FIXTURES. FRICTION AND RUBBER TAPE CONFORM TO FEDERAL SPECIFICATIONS HH -T-11 AND HH -T-111. PLASTIC ELECTRICAL TAPE SHALL BE SCOTCH #33+ OR APPROVED EQUAL TYPE MC CABLE SHALL BE FORMED FROM CONTINUOUS LENGTH OF SPIRALLY WOUND, INTERLOCKED ZINC -COATED OR GALVANIZED (INSIDE & OUTSIDE) STRIP STEEL ALL CONDUCTORS SHALL BE RATED FOR 90 DEG. C. MINIMUM. PROVIDE WITH FULL PARITY SIZED GREEN INSULATED EQUIPMENT GROUND CONDUCTOR. PROVIDE COMPATIBLE STEEL FITTINGS WITH INTEGRAL RED PLASTIC INSULATED THROAT BUSHINGS, COMPLIANT WITH NEC 350-5. CABLES SHALL BE 90 DEG. C. RATED WITH ALL COMPONENTS AND FITTINGS LISTED FOR GROUNDING AND COMPLIANT WITH THE FOLLOWING. A) UL STD.4 AND UL STD. 83. b) ANSI E119 AND E814. c) NEC ARTICLES 250 AND 333. TYPE MC CABLE MAY BE UTILIZED ONLY IF NEC APPROVED AND IF APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION AND IF NCLUDED IN THE LIMITED APPLICATIONS DEFINED BELOW. 1) ALL NEW 15 OR 20 AMPERE BRANCH CIRCUIT WORK. THIS SHALL APPLY ONLY UNDER ALL OF THE FOLLOWING CIRCUMSTANCES AND CONDITIONS. a) ONLY WHERE CONCEALED (ALL EXPOSED WIRING SHALL BE INSTALLED IN CONDUIT). b) ROUTE ALL CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL LINES/SURFACES/STRUCTURAL MEMBERS, KEEPING OFFSETS TO A MINIMUM AND FOLLOWING SURFACE CONTOURS WHERE POSSIBLE. MAINTAIN A UNIFORM ELEVATION FOR ALL CABLE RUNS WHEREVER POSSIBLE. ALL CABLES SHALL BE SUPPORTED/ANCHORED AT MAXIMUM 4 FOOT INTERVALS AND WITHIN 12" OF BOX OR OUTLET AND SHALL NOT SAG. INSTALL CABLES IN A MANNER THAT PREVENTS OVERHEATING. CABLES SHALL BE FASTENED DIRECTLY TO THE STRUCTURE USING FACTORY CLAMPS/CLIPS SPECIFICALLY DESIGNED FOR THE RESPECTIVE CABLE (CADDY OR EQUAL). c) ONLY WHERE INSTALLED FOR NORMAL UTILITY CIRCUITS; ALL WIRING FOR EMERGENCY SYSTEM FEEDERS AND RECEPTACLE BRANCH CIRCUITS SHALL BE IN CONDUIT (EMT), NO EXCEPTIONS. 11. COMMUNICATION TECHNOLOGY SYSTEMS GENERAL VOICE AND DATA CABLES SHALL BE INSTALLED IN "J -HOOK" STYLE PATHWAY WHERE INDICATED ON DRAWINGS. ALL OTHER WIRING/CABLES OF VOICE/DATA SYSTEMS AND ALL OTHER SYSTEMS SHALL BE INSTALLED IN CONDUIT, 3/4" MINIMUM. VERIFY ROUTE FOR "J -HOOK" WORK ABOVE CEILING IN FIELD IN ADVANCE WITH OWNER. PROVIDE OUTLET BOXES AND CONDUIT STUBS FOR SYSTEMS AS INDICATED ON DRAWINGS. CONDUIT STUBS SHALL BE TURNED OUT IN JOIST SPACE AND, WHERE LOCATED IN AREAS WITH DRYWALL CEILINGS, SHALL BE EXTENDED TO THE NEAREST AREA WITH NO CEILING OR WITH ACOUSTICAL TILE CEILING. PROVIDE CONDUIT, BRIDLE RINGS AND RACEWAYS AS REQUIRED. ALL CONDUITS SHALL BE PROVIDED WITH SWEEP "L" 90'S AND INSULATED THROAT FITTINGS (OR BUSHINGS). TYPICAL OUTLETS SHALL CONSIST OF A FLUSH WALL MOUNTED 4" SQUARE X 2-1/8" DEEP BOX WITH A DOUBLE GANG PLASTER RING. MAXIMUM CONDUIT FILL FOR NEW WORK SHALL BE 40%, BASED ON MANUFACTURE'S PUBLISHED DATA OF CABLE OUTSIDE DIAMETER. CABLE, TERMINATIONS, JACKS, LABELING, HARDWARE, SHALL BE PROVIDED BY A CERTIFIED COMMUNICATION TECHNOLOGY CONTRACTOR. CABLING SYSTEM SHALL BE PROVIDED AS REQUIRED FOR A TURNKEY, COMPLETE WORKING SYSTEMS. DETERMINE EXACT LOCATIONS OF COMMUNICATION TECHNOLOGY EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. USE CAUTION NOT TO EXCEED THE ALLOWED BENDING RADIUS FOR RESPECTIVE CABLES AND NOT TO COMPROMISE THE INTEGRITY OF THE CABLES DURING INSTALLATION BY PULLING TIE -WRAPS TOO TIGHTLY, DAMAGING CABLES, ETC. RACEWAY/CABLING BENDING RADII SHALL BE MINIMUM AS DIRECTED BY CABLE MANUFACTURER. USE PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY; COMPOUND MUST NOT DETERIORATE CONDUCTOR OR INSULATION. NEATLY DRESS ALL CABLE WORK. WORK SHALL BE INSTALLED IN A MANNER WHICH RESULTS IN MAINTAINING A MINIMUM DISTANCE OF 24 INCHES FROM FEEDER/BRANCH CIRCUIT RACEWAYS AND FROM ANY BALLASTED LIGHTING FIXTURE. PROVIDE COLOR CODED JACKETS TO IDENTIFY RUNS OF DIFFERENT SYSTEMS. NEATLY ROUTE CABLES PARALLEL AND PERPENDICULAR TO BUILDING ARCHITECTURAL LINES. GROUP CABLES BY SYSTEM TYPE WHEREVER POSSIBLE. VERIFY EXACT LOCATIONS OF TELEPHONE SWITCH, DATA SERVER(S), HEAD -END EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. REVIEW ALL TERMINATION AND LABELING REQUIREMETS WITH OWNER IN ADVANCE. ALL CABLE SHALL BE PROVIDED WITH PERMANENT ADHESIVE LABELING IDENTIFICATION BY THIS CONTRACTOR. PROVIDE TRANSPARENT ADHESIVE COVERINGS OVER EACH LABEL, WRAPPED AROUND THE LABELS AT LEAST TWO TIMES. THE LONG AXIS OF THE LABELS SHALL INSTALLED BE PARALLEL TO THE LONG AXIS OF THE RESPECTIVE CABLE ASSEMBLIES. LABELS SHALL BE APPROXIMATELY 1-1/2" LONG BY 3/8" HIGH. INSTALL POWER CABLES IN A MANNER WHICH PREVETS OVER -HEATING. OTHERWISE, WHEREVER POSSIBLE, BUNDLE CABLES OF THE SAME SYSTEM TOGETHER. ALSO PROVIDE COLOR CODED JACKETS, OR OTHER APPROVED LABELLING/IDENTIFICATION METHOD, TO IDENTIFY RUNS OF DIFFERENT SYSTEMS. ALL CABLES WHICH ARE NOT ROUTED IN CONDUIT SHALL BE NEATLY BUNDLED, SECURED AT FOUR FOOT INTERVALS AND IDENTIFIED AT TEN FOOT INTERVALS. WHEREVER POSSIBLE, BUNDLE CABLES OF THE SAME SYSTEM TOGETHER. PROVIDE ADDITIONAL WALL OUTLET BOXES AND ADDITIONAL WHIPS AS/IF REQUIRED AT SYSTEMS FURNITURE TO ACHIEVE SAME. "J -HOOK" PATHWAYS CABLE DISTRIBUTION BRIDLE RINGS SHALL BE EQUAL TO CADDY #4BRT64 OR MONO -SYSTEMS INC. 'THE HOOK" (MINIMUM 4" DIAMETER OR 4" SQUARE USABLE INTERNAL AREA) CONSTRUCTED OF ALUMINUM OR CORROSION RESISTANT STEEL WITH ROLLED EDGES OR EQUIVALENT TO PREVENT DAMAGE TO CABLE JACKETS AND INSULATION. PROVIDE SPLITS OR OPENINGS SO THAT CABLES CAN BE LAID IN THE RINGS RATHER THAN THREADED THROUGH. PROVIDE MAXIMUM 30% FILL (IN CROSS SECTION), BASED ON OUTSIDE DIAMETER OF CABLES. ACCORDINGLY, PROVIDE MULTIPLE SETS OF RINGS ALONG ANY ROUTES AS/IF REQUIRED. PROVIDE RINGS AT FOUR FOOT INTERVALS AND AT ALL OFFSETS. ROUTE RINGS THROUGH CORRIDORS AND SIMILAR OPEN AREAS WHEREVER POSSIBLE TO MINIMIZE WALL PENETRATIONS. SECURELY ANCHOR (MECHANICAL - NOT ADHESIVE) ALL RINGS DIRECTLY TO STRUCTURAL COMPONENTS OF THE BUILDING. RINGS SHALL NOT BE ANCHORED TO DUCTWORK, CONDUIT, PIPING, FIXTURES, EQUIPMENT, CEILING SUPPORTS, ETC. ALL RINGS SHALL BE FULLY AND READILY ACCESSIBLE AFTER INSTALLATION. NEATLY ROUTE BRIDLE RING PATHS PARALLEL AND PERPENDICULAR TO BUILDING ARCHITECTURAL LINES AND AT A CONSISTENT ELEVATION WHEREVER POSSIBLE. ROUTE ALL BRIDLE RING PATHS AND CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL LINES, KEEPING OFFSETS TO A MINIMUM. INSTALL BRIDLE RINGS IN A UNIFORM PLANE/ELEVATION WHEREVER POSSIBLE, KEEPING VERTICAL OFFSETS TO AN ABSOLUTE MINIMUM. PRIOR TO INSTALLATION, SUBMIT SCALED COORDINATION DRAWINGS SHOWING ALL PROPOSED ROUTING AND RING LOCATIONS FOR REVIEW BY OWNER. KEEP OFFSETS TO AN ABSOLUTE MINIMUM. BRIDLE RING PATHS SHALL BE ROUTED SO THAT A MINIMUM OF 24" EXISTS BETWEEN ANY CABLES AND ANY EMI SOURCE SUCH AS BALLASTS, MOTORS, POWER WIRING, ETC. 12. OUTLET. JUNCTION MID SWITCHBOXES GANG TYPE OUTLET BOXES SHALL NOT BE USED. THE OUTLET BOX LOCATIONS INDICATED ON DRAWINGS SHALL BE CONSIDERED APPROXIMATE, AND THEREFORE, IT SHALL BE INCUMBET UPON THIS CONTRACTOR TO STUDY THE GENERAL CONSTRUCTION WITH RELATION TO SPACES AND EQUIPMENT SURROUNDING EACH OUTLET. ALL OUTLET, SWITCH AND JUNCTION BOXES SHALL BE MADE OF CODE GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND NOTED ON DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X 1-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL SURFACE. WHERE OUTLET BOXES OCCUR IN BLOCK, CINDER, OR CONCRETE BLOCK, FACING TILE OR OTHER MATERIAL WHERE SUCH MATERIALS FORM THE FINISHED WALL SURFACE, THE OPENING FOR THE BOX SHALL BE CUT NEATLY AND OF THE SIZE THAT THE COVER PLATE WILL COVER ALL PARTS OF THE OPENING. CONDUIT SHALL BE USED ON EXPOSED RACEWAYS. IN GENERAL, JUNCTION BOXES SHALL BE FURNISHED AND REQUIRED BY THE NATIONAL ELECTRIC CODE, OF THE PROPER SIZES, AND SHALL BE CONSTRUCTED OF #12 GAUGE STEEL WITH REMOVABLE FRONT FASTENED ON WITH COUNTER SUNK HEAD SCREWS OR OTHER APPROVED MEANS. FOR SPECIAL APPLICATION, JUNCTION BOXES SHALL BE NOTED, DETAILED AND/OR SIZED ON THE DRAWINGS OR IN THE FIELD AS REQUIRED. WHERE DRYWALL CEILINGS ARE USED, THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL JUNCTION BOXES ABOVE THE CEILING IN INACCESSIBLE LOCATIONS. FIELD COORDINATE WITH THE CONSTRUCTION MANAGER PRIOR TO ROUGH -IN TO AVOID ANY CONFLICTS. JUNCTION BOXES ABOVE LAY -IN CEILINGS ARE ACCEPTABLE. DATE �09 13-17 09 13 17 PERMIT SUBMITTAL __ _ DESCRIPTION LANDLORD REVIEW EV DATE 13. HEIGHT OF BOXES PRIOR TO ROUGH -IN, VERIFY ALL BOX/DEVICE MOUNTING HEIGHTS AND LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE RELATIVE TO EQUIPMENT BEING SERVED AND RELATIVE TO EXISTING CONDITIONS WHERE APPLICABLE. IN GENERAL, WHERE NOT LOCATED AT COUTER AREAS, THE HEIGHT OF BOXES FROM FINISHED FLOOR TO CENTER OF BOXES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON PLANS: SWITCHES TELEPHONE OUTLETS (WALL PHONE) FIRE ALARM MANUAL PULL STATIONS FIRE ALARM A/V ALARMS DEVICES AT SPECIAL HEIGHTS 14. WIRE MID CAILE 4'0" 4'0" 4'0" 6'8" AS DIRECTED IN FIELD. RECEPTACLES TELEPHONE OUTLETS (DESK PHONE) DATA CABLE OUTLETS 1'3" 1'3" 1'3" FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS OR SPECIFIED HEREINAFTER. ALL WIRE SHALL BE COPPER. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN #12 AWG SHALL BE INSTALLED UNLESS SPECIFICALLY DESIGNATED. USE OF #14 COLOR CODED WIRE WILL BE ALLOWED FOR COTROL CIRCUITS ONLY. ALL WIRING SHALL BE IN CONDUIT UNLESS SPECIFICALLY INDICATED OTHERWISE HEREIN. ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERWISE. PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS SIZE 500 MCM (KCMIL) AND LARGER, AND NO. 8 AWG AND SMALLER. FOR ALL OTHER SIZES PROVIDE THW OR THHN/THWN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. PROVIDE COLOR CODED INSULATION/JACKET FOR PHASE IDENTIFICATION. ALL WIRES SHALL BE RATED AT 600 VOLTS. PROVIDE TYPE XHHW-2 INSULATION FOR ALL WIRING SUBJECT TO MOISTURE, FOR ALL WIRING BELOW GRADE AND FOR ALL WIRING FED FROM ISOLATED POWER SYSTEMS. KEEP CONDUCTOR SPLICES TO MINIMUM. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE IS BEING INSTALLED IN SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL INCREASE WIRE SIZES PER NEC TO OFFSET VOLTAGE DROP AS/IF REQUIRED. 15. WIRING DEVICES DEVICE COLORS: DEVICES SHALL BE WHITE UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS.. SPECIFICATION GRADE RECEPTACLES: DUPLEX 120V RECEPTACLES SHALL BE EQUAL TO LEVITON #5362 SERIES (NEMA 5-20R). CONTROLLED DUPLEX 120V RECEPTACLES SHALL BE LEVITON #5362-S2 SERIES (NEMA 5-20R) GROUND FAULT CIRCUIT ITERRUPTER DUPLEX 120V RECEPTACLES SHALL BE EQUAL TO LEVITON #8899 SERIES (NEMA 5-20R). DUPLEX ISOLATED GROUND 120V RECEPTACLES SHALL BE EQUAL TO LEVITON #5362 -IG. SINGLE ISOLATED GROUND 120V RECEPTACLES SHALL BE EQUAL TO LEVITON #5361 -IG (NEMA 5-20R). SPECIAL PURPOSE RECEPTACLES SHALL BE OF THE SIZE, TYPE AND MANUFACTURER AS INDICATED ON THE PLANS OR AS DETERMINED IN FIELD. SWITCHES: SINGLE POLE 120/277 SWITCHES SHALL BE EQUAL TO LEVITON #1221-2 SERIES. PILOT LIGHT SWITCHES SHALL BE EQUAL TO 1221 -PL DOUBLE -POLE 120/277 SWITCHES SHALL BE EQUAL TO LEVITON #1222-2 SERIES; PILOT LIGHT SWITCHES SHALL BE EQUAL TO 1222 -PL 3 -WAY 120/277 SWITCHES SHALL BE EQUAL TO LEVITON #1223-2 SERIES; PILOT LIGHT SWITCHES SHALL BE EQUAL TO 1223 -PL OCCUPANCY SENSOR DEVICES SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS. WALL PLATES: PROVIDE WALLPLATES WITH ENGRAVED LEGENDS WHERE INDICATED ON DRAWINGS AND/OR WHERE REQUIRED PER ELECTRICAL IDETIFICATION SECTION. ALL DEVICE WALLPLATES SHALL BE STANDARD SIZE; "MIDWAY", "OVERSIZED" ("JUMBO") OR "EXTRA DEEP" WALLPLATES SHALL NOT BE ACCEPTABLE. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES. WALLPLATES COLOR TO MATCH DEVICE, WITH BEVELED EDGES, EQUAL TO LEVITON COMMERCIAL SPECIFICATION GRADE NYLON UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. 16. SUPPORTS. INSERTS. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR THE ADMISSION OF HIS WORK. ANY DAMAGE DONE BY THIS CONTRACTOR TO THE BUILDING DURING THE PROGRESS OF HIS WORK SHALL BE MADE GOOD AT HIS OWN EXPENSE. ALL PATCHING SHALL BE DONE BY A SKILLED CRAFTSMAN IN THAT RESPECTIVE TRADE. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO SUPERVISE THE INSTALLATION OF, AND PAY FOR ALL ADDITIONAL MEMBERS, WOOD OR METAL AND LABOR WHICH MAY BE REQUIRED TO SUPPORT ANY TYPE OF PERMANENT OR TEMPORARY ELECTRICAL APPARATUS EMPLOYED IN THE EXECUTION OF THIS CONTRACTOR'S WORK. SEAL ALL NEW FLOOR, CEILING, WALL, SLAB, ETC. PENETRATIONS TO MATCH OR EXCEED EXISTING/NEW ASSEMBLY FIRE RATINGS. PROVIDE SLEEVE SEALS FOR ALL SLEEVES; PROVIDE SLEEVES FOR ALL PENETRATIONS. VERIFY REQUIREMENTS IN FIELD. ALL PENETRATIONS OF FIRE -RATED OR SMOKE -RATED WALLS, FLOORS, CEILINGS, ETC. SHALL BE SEALED IMMEDIATELY AFTER RACEWAYS ARE INSTALLED. ALL NEW ELECTRICALLY RELATED WORK SHALL BE SUPPORTED DIRECTLY FROM BUILDING STRUCTURAL MEMBERS. NEW ELECTRICALLY RELATED WORK SHALL NOT BE SUPPORTED FROM DUCTWORK, DUCTWORK HANGERS, CEILING SUPPORTS, EXISTING CONDUIT SUPPORTS, ETC. ALL CONDUITS (AND CABLE ASSEMBLIES, WHERE APPLICABLE) SHALL BE ROUTED PARALLEL TO BUILDING STRUCTURAL MEMBERS. ANY AND ALL NONCOMPLIANT WORK INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE REMOVED AND REINSTALLED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 17. LIGHTING FIXTURES ALL SURFACE MOUNTED BALLASTED FIXTURES SHALL BE MOUNTED WITH AIR SPACES BETWEEN FIXTURE AND SURFACE PER LATEST EDITION OF NFPA/NEC. ALL RECESSED FIXTURES SHALL BE EQUIPPED WITH NECESSARY PLASTER FRAMES AND SURFACE TRIM. ALL RECESSED FLUORESCENT FIXTURES SHALL BE EQUIPPED AND SUITABLY CONSTRUCTED TO OPERATE WITH "P" RATED BALLASTS. ALL RECESS MOUNTED INCANDESCENT AND H.I.D. FIXTURES SHALL HAVE UL APPROVED THERMAL PROTECTION PER LATEST EDITION OF NFPA/NEC. ALL JUNCTION BOXES AND SERVICEABLE COMPONENTS (BALLASTS, THERMAL PROTECTION DEVICES, FUSES, ETC.) FOR RECESSED FIXTURES SHALL BE READILY ACCESSIBLE FOR SERVICE OR REPLACEMENT FROM BELOW THE CEILING, WITHOUT REMOVING ANY CEILING COMPONENTS (OTHER THAN TILES). WHERE PLASTER FRAMES ARE INFERRED FOR LIGHTING FIXTURES (EITHER BY NARRATIVE OR BY CATALOG NUMBER OR BY APPLICATION) THE ACTUAL FUNCTION SHALL BE TAKEN TO MEAN FOR MOUNTING WITHIN GYPSUM BOARD OR SIMILAR TYPE CEILING SYSTEM (I.E. NOT WITHIN WET PLASTER CEILING SYSTEM). ALL LIGHTING FIXTURES UTILIZED FOR EMERGENCY EGRESS LIGHTING SHALL BE CONNECTED AHEAD OF 5WITCHING. ALL BALLASTS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. ALL LAMPS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. PROVIDE LOW ENERGY SOLID STATE RAPID START ELECTRONIC FLUORESCENT LAMP BALLASTS (LESS THAN OR EQUAL TO 20% THD) SPECIFICALLY DESIGNED FOR OPERATING LAMP TYPES INDICATED. FLUORESCENT BALLASTS SHALL BE MOTOROLA OR ADVANCE EQUAL. ALL FIXTURES SHOWN ON DRAWINGS WITH MULTI-LEVEL SWITCHING SHALL BE PROVIDED WITH MULTIPLE BALLASTS TO ACCOMMODATE SAME. ALL OTHER FIXTURES MAY CONTAIN EITHER SINGLE BALLASTS OR MULTIPLE BALLASTS AS REQUIRED TO FULFILL REQUIRED FUNCTION AND AS REQUIRED TO COMPLY WITH CONSTRUCTION SCHEDULE. INCANDESCENT LAMPS SHALL BE SYLVANIA OR PHILIPS, LONG LIFE TYPE (3000 HOURS). ALL INCANDESCENT LAMPS SHALL BE INSIDE FROSTED UNLESS SPECIFICALLY DIRECTED OTHERWISE. PROVIDE SOCKET ADAPTERS/EXTENDERS IF REQUIRED FOR ACCOMMODATING THE SPECIFIED LAMP. FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE 3500K (VERIFY). COMPACT FLUORESCENT TWIN TUBE/DUAL TWIN TUBE LAMPS SHALL BE OSRAM OR PHILIPS, 82 CRI, MINIMUM 10,000 HOURS RATED. LONG FLUORESCENT TWIN TUBE LAMPS SHALL BE OSRAM OR PHILIPS, 82 CRI, 3150 INITIAL LUMENS, MINIMUM 20,000 HOURS RATED. F32T8 FLUORESCENT LAMPS SHALL BE RAPID START, ENERGY SAVING TYPE, MINIMUM 75 CRI, MINIMUM 2850 INITIAL LUMENS AND MINIMUM 20,000 HOURS RATED. LAMPS SHALL BE SYLVANIA, OSRAM OR PHILIPS, EQUAL TO SYLVANIA #F032/RS. ALL SURFACE AND RECESSED CEILING FIXTURES INSTALLED ON GRID OR TILE CEILINGS SHALL BE INSTALLED TO AGREE WITH MODULE OF CEILING EITHER DISPLACING A TILE, OR UNIT ON CENTER OF TILE, OR CENTERED ON GRID LINES. PROVIDE FIXTURES AND/OR FIXTURE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT FIXTURE WEIGHT. ALL LIGHTING FIXTURES INSTALLED IN OR ON SUSPENDED CEILING SYSTEMS SHALL BE ANCHORED DIRECTLY TO THE BUILDING STRUCTURAL SYSTEM ABOVE (ANCHORED PER NEC). SUCH ANCHORING SHALL BE INDEPENDENT OF THE CEILING SUPPORT SYSTEM. ALL FIXTURES SHALL BE INSTALLED PLUMB AND LEVEL. SUPPORT SURFACE MOUNTED FIXTURES GREATER THAN 2 FEET IN LENGTH AT. A POINT IN ADDITION TO THE OUTLET BOX FIXTURE STUD. REPLACE DEFECTIVE LAMPS FOR A PERIOD OF ONE YEAR FOLLOWING THE TIME OF SUBSTANTIAL COMPLETION. WHERE USED FOR TEMPORARY LIGHTING PRIOR TO TIME OF SUBSTANTIAL COMPLETION, REPLACE ALL INCANDESCENT LIGHTING FIXTURE LAMPS, AS WELL AS ANY LAMPS WHICH ARE DEFECTIVE, DAMAGED OR BURNED OUT. FOR ALL EXISTING FIXTURES WHICH ARE SCHEDULED FOR REUSE, REMOVE FROM EXISTING CEILINGS DURING DEMOLITION; PROTECT DURING CONSTRUCTION; CLEAN, SERVICE (IF REQUIRED), RE -LAMP (WITH LAMPS TO MATCH BUILDING STANDARD OR PER THIS SECTION AS NOTED) AND REINSTALL AT LOCATIONS INDICATED. FOR ALL EXISTING FIXTURES WHICH ARE SCHEDULED TO BE REMOVED AND TURNED OVER TO OWNER, THE FIXTURES SHALL BE DISCONNECTED, CAREFULLY REMOVED AND TURNED OVER TO OWNER. TRANSFER SUCH FIXTURES TO STORAGE AREA AS DIRECTED IN FIELD. 18. MECHANICAL EQUIPMENT PROVIDE ALL CONDUIT AND OUTLET BOXES AS REQUIRED FOR ALL CONTROL WIRING AND THERMOSTATS. FURNISH AND INSTALL POWER WIRING AND MAKE LINE CONNECTIONS TO ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL EXAMINE THE APPROVED DRAWINGS OF ALL BRANCHES AND SHALL WIRE AND CONNECT ALL MOTORS, DISCONNECTS, CONTROL DEVICES AND OTHER ITEMS REQUIRING ELECTRICITY FOR OPERATION. THIS CONTRACTOR SHALL MAKE THE NECESSARY ELECTRICAL CONNECTIONS BETWEEN THE SPECIFIED EQUIPMENT AND THE JUNCTION BOX NEAR EQUIPMENT WITH FLEXIBLE METALLIC CONDUIT AND MATCHED CONNECTORS. NO FLEXIBLE CONDUIT SHALL BE EXPOSED IN FINISHED ROOMS. EACH MOTOR SHALL HAVE DISCONNECT SWITCH OR MANUAL STARTER INSTALLED BY THIS CONTRACTOR AHEAD OF MOTOR OR MOTOR MAGNETIC STARTER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL AND INTERLOCK WIRING AS SPECIFICALLY INDICATED ON THE DRAWINGS. ALL OTHER CONTROL WIRING REQUIRED FOR OPERATION OF THE SYSTEMS SHALL BE PROVIDED BY THE HEATING CONTRACTOR. 19. ELECTRICAL DISTRIBUTION EQUIPMENT DISCONNECTS. STARTERS & FUSES: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE EQUIPMENT OF ONE OF THE FOLLOWING (FOR EACH TYPE AND RATING): SQUARE D CO. DISCONNECT SWITCHES SHALL BE EQUAL TO SQUARE D TYPE HD. ALL SAFETY SWITCHES/DISCONNECTS SHALL BE HEAVY DUTY, SAFETY TYPE, QUICK MAKE AND QUICK BREAK AND EXTERNALLY OPERATED. UNLESS NOTED OTHERWISE ON DRAWINGS OR DIRECTED OTHERWISE IN FIELD, ALL DISCONNECT SWITCHES SHALL BE FUSED. UNLESS NOTED OTHERWISE ON DRAWINGS OR DIRECTED OTHERWISE IN FIELD, BRACE ALL DISCONNECT SWITCHES FOR 200,000 A.I.C. PROVIDE HEAVY-DUTY SWITCHES, WITH FUSES OF CLASSES AND CURRENT RATINGS INDICATED AND UL LISTED FOR USE AS SERVICE EQUIPMENT UNDER UL STANDARD 98 OR 869. SEE SECTION "FUSES" FOR SPECIFICATIONS. WHERE CURRENT LIMITING FUSES ARE INDICATED, PROVIDE SWITCHES WITH NON-ITERCHANGEABLE FEATURE SUITABLE ONLY FOR CURRENT LIMITING TYPE FUSES. INSTALL DISCONNECT SWITCHES WITHIN SIGHT OF CONTROLLER POSITION UNLESS OTHERWISE INDICATED. EXCEPT AS OTHERWISE INDICATED, PROVIDE MOTOR STARTERS AND ANCILLARY COMPONENTS; OF TYPES, SIZES, RATINGS AND ELECTRICAL CHARACTERISTICS INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD MATERIALS, DESIGN AND CONSTRUCTION IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND AS REQUIRED FOR COMPLETE INSTALLATIONS. ALL STARTERS SHALL BE EQUIPPED WITH PILOT LIGHTS. ALL STARTERS SHALL BE SIZED ACCORDING TO LOAD BEING SERVED OR AS NOTED ON DRAWINGS, WHICHEVER REQUIREMENT IS LARGER. MANUAL AND MAGNETIC STARTERS THERMAL OVERLOAD ELEMENTS SHALL BE RATED BETWEEN 115% AND 125% FULL LOAD CURRENT OR AS CALLED FOR UNDER NEC. INSTALL AND CONNECT CAPACITORS FURNISHED BY HVAC CONTRACTORS AHEAD OF OVERLOADS WHERE APPLICABLE. DESCRIPTION NAME ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 7601 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 PEB/DN WJK PROVIDE SINGLE-PHASE AC FRACTIONAL HP MANUAL MOTOR STARTERS, OF SIZES AND RATINGS REQUIRED. EQUIP WITH MANUALLY OPERATED QUICK -MAKE, QUICK -BREAK TOGGLE MECHANISMS; AND WITH ONE-PIECE MELTING ALLOY TYPE THERMAL UNITS. EQUIP WITH THERMAL OVERLOAD RELAY WITH FIELD ADJUSTMENT CAPABILITY OF PLUS OR MINUS 10% VARIATION OF NOMINAL OVERLOAD HEATER RATING, FOR PROTECTION OF FRACTIONAL HP MOTORS AS SHOWN ON DRAWINGS. STARTER SHALL BECOME INOPERATIVE WHEN THERMAL UNIT IS REMOVED. PROVIDE STARTERS WITH DOUBLE BREAK SILVER ALLOY CONTACTS, VISIBLE FROM BOTH SIDES OF STARTER; GREEN PILOT LIGHTS, AND SWITCH CAPABLE OF BEING PADLOCKED -OFF. MANUAL STARTERS SHALL BE EQUAL TO THE FOLLOWING. MANUAL STARTER IN FINISHED AREAS: SQUARE D #2510 FLUSH MOUNTED, 2 -POLE TOGGLE SWITCH TYPE WITH NEON PILOT AND NEMA 1 TYPE B ENCLOSURE FOR FLUSH WALL INSTALLATION. MANUAL STARTER FOR EXPOSED CONDUIT INSTALLATION: SQUARE D #8536 SURFACE MOUNTED, 2 -POLE TOGGLE SWITCH TYPE WITH NEON PILOT AND NEMA 1 TYPE FG -2P ENCLOSURE FOR SURFACE WALL INSTALLATION. FUSES: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FUSES OF ONE OF THE FOLLOWING. ALL FUSES SHALL BE OF THE SAME MANUFACTURER: BUSSMAN, LITTELFUSE. EXCEPT AS OTHERWISE INDICATED, PROVIDE FUSES OF TYPES, SIZES, RATINGS, AND AVERAGE TIME -CURRENT AND PEAK LET -THROUGH CURRENT CHARACTERISTICS INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, AND CONSTRUCTED IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND WITH INDUSTRY STANDARDS AND CONFIGURATIONS. FUSES 1 AMPERE THROUGH 600 AMPERES SHALL BE REJECTION TYPE. FUSES 601 AMPERES THROUGH 6000 AMPERES SHALL BE HI -CAP, BOLT TYPE. PROVIDE FACTORY FUSE IDENTIFICATION LABELS, INSTALLED ON THE INSIDE OF THE DOOR OF EACH SWITCH INDICATING TYPE AND SIZE OF FUSES INSTALLED. FOR TYPES AND RATINGS REQUIRED, FURNISH ADDITIONAL FUSES, AMOUNTING TO 10 PERCET OF FUSES SUPPLIED, BUT NOT LESS THAN ONE SET OF 3 OF EACH KIND. EACH FUSE SHALL BE CLEARLY FACTORY MARKED WITH CLASSIFICATION, CHARACTERISTICS, AMPERE RATINGS, VOLTAGE RATINGS, ETC. FUSES SHALL NOT BE SHIPPED INSTALLED IN SWITCHES NOR SHALL THEY BE INSTALLED IN THE EQUIPMENT UNTIL THE EQUIPMENT UNTIL THE EQUIPMENT IS READY TO BE ENERGIZED. ALL FUSES SHALL BE OF THE SAME MANUFACTURER. PRIOR TO INSTALLING FUSES FOR PROTECTION OF SPECIFIC EQUIPMENT, MOTORS, ETC., VERIFY RECOMMENDED FUSE SIZE/TYPE IN FIELD FROM RESPECTIVE EQUIPMENT MANUFACTURER. IF A CONFLICT IN FUSE SIZE/TYPE RESULTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND ABOVE SPECIFICATIONS, CONTACT ENGINEER. PROVIDE ALL REQUIRED FUSES UNDER BASE BID. INSTALL FUSES IN FUSED SWITCHES. CONTACTORS & TIMECLOCKS: LIGHTING CONTACTORS SHALL BE EQUAL TO SQUARE D "TYPE L" SERIES FOR NON -MOTOR LOADS (I.E. FOR TUNGSTEN & BALLAST LIGHTING AND RESISTANCE HEATING LOADS), ELECTRICALLY OPERATED, ELECTRICALLY HELD, IN NEMA 1 ENCLOSURE, WITH 120V COIL, 2 THROUGH 12 -POLE VERSIONS AND CHARACTERISTICS AS INDICATED ON DRAWINGS OR AS REQUIRED. DRY CONTACTS SHALL BE RATED AT 30A, 208V OR 600V AS REQUIRED. VERIFY ALL COIL VOLTAGE RATINGS IN FIELD. MULTI-PURPOSE TIME CLOCK SHALL BE EQUAL TO INTERMATIC #T103 (USE TORK DTS400B IN CALIFORNIA ONLY). TIME CLOCK SHALL BE PROGRAMMABLE 365 DAY, 24 HOUR WITH OVERRIDE CONTROLS. UNIT SHALL BE 4 CHANNEL PROVIDE ALL REQUIRED EXTERNAL CONTACTORS, RELAYS, ETC. TO RENDER THE CONTROL SYSTEMS FULLY OPERATIONAL VERIFY ZONE CONTROL REQUIREMENTS IN FIELD PRIOR TO ROUGH -IN. PROVIDE BATTERY BACKUP EXTENDED POWER CARRYOVER. CUSTOM PROGRAMMING SHALL BE CONFIGURED AS SPECIFIED BELOW. OPERATING HOURS SHALL BE SET AS FOLLOWS: 1. VERIFY WITH LANDLORD AND OWNER FOR EXACT SETTINGS PANELBOARDS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PANELBOARD PRODUCTS OF THE FOLLOWING (FOR EACH TYPE AND RATING OF PANELBOARD AND ENCLOSURE): SQUARE D COMPANY PANELS SHALL BE DEAD FRONT, SAFETY TYPE, FURNISHED WITH BRANCH CIRCUIT PROTECTING DEVICES, EQUIPMENT GROUNDING BOX, MAIN BUS AND CABLE LUGS FACTORY ASSEMBLED, WITH ALL COMPONENTS IN PLACE, READY FOR INSTALLATION. CABINET SIZES ARE BASED UPON A 20" WIDE BY 6" DEEP PANEL UNLESS OTHERWISE NOTED. PANELBOARDS SHALL BE EQUIPPED WITH FLUSH TYPE LOCK AND CATCH. ALL LOCKS SHALL BE KEYED ALIKE, AND TWO KEYS ARE TO BE SUPPLIED WITH EACH LOCK. PANELBOARDS SHALL BEAR UL LABELS FOR THEIR SPECIFIC APPLICATIONS. PANELBOARDS SHALL BE SUITABLE FOR SERVICE VOLTAGE WITH NUMBER OF BRANCH CIRCUITS OF CAPACITY SCHEDULED. UNLESS OTHERWISE INDICATED, PANELBOARDS AND SECTIONS THEREOF, IF ANY, SHALL HAVE MAIN LUGS ONLY OF CAPACITY EQUAL TO, OR GREATER THAN, THE RATING OR SETTING OF THE OVER THE CURRENT PROTECTIVE DEVICE NEXT BACK ON THE LINE. ALL CIRCUIT BREAKER PANELBOARD BUS ASSEMBLIES SHALL BE OF THE DISTRIBUTED (SEQUENCE) BUSSING TYPE THROUGHOUT, SO THAT ANY 2 ADJACENT SINGLE POLE BREAKERS AND/OR SPACES SHALL BE REPLACEABLE BY A 2 POLE INTERNAL COMMON TRIP BREAKER, AND ANY 3 ADJACENT SINGLE POLE BREAKERS AND/OR SPACES SHALL BE REPLACEABLE BY A 3 POLE INTERNAL COMMON TRIP BREAKER, 15 AMP THROUGH 70 AMP INCLUSIVE, WITHOUT DISTURBING ANY OTHER BREAKER. ALL PANELBOARDS SHALL BE UL LISTED AND LABELED FOR USE AS SERVICE ENTRANCE EQUIPMENT WHERE BEING USED AS SUCH. DISTRIBUTION PANELS SHALL BE SQUARE D I -LINE. 480Y/277 VOLT HIGH VOLTAGE PANELS SHALL BE SQUARE D NF. 208Y/120V LIGHTING AND APPLIANCE PANELBOARDS SHALL BE EQUAL TO SQUARE D NQOD WITH BOLT -ON BRANCH BREAKERS. ALL BUSSING SHALL BE COPPER. CURRENT CARRYING CONTACT SURFACES SHALL BE SILVER OR TIN PLATED. MAIN BUSES AND CONNECTORS SHALL BE HARD DRAWN COPPER OF 98% CONDUCTIVITY, WITH CURRET CARRYING CAPACITY TO MAINTAIN ESTABLISHED RISE TESTS AS DEFINED IN UL STANDARD UL 67. ALL BRANCH CIRCUIT BREAKERS SHALL BE FULL AMBIENT COMPENSATED THERMAL MAGNETIC MOLDED CASE WITH QUICK -MAKE AND QUICK -BREAK ACTION AND POSITIVE HANDLE TRIP INDICATION, BOTH ON MANUAL AND ON AUTOMATIC OPERATION. BREAKERS SHALL BE OF THE OVER -THE -CENTER TOGGLE OPERATING TYPE WITH THE HANDLE GOING TO A POSITION BETWEEN "ON" AND "OFF" TO INDICATE AUTOMATIC TRIPPING. ALL CIRCUIT BREAKERS SHALL BE FULL SIZE. "TANDEM" OR "SPLIT" BREAKERS SHALL NOT BE PERMITTED. ALL MULTI -POLE BREAKERS SHALL HAVE INTERNAL COMMON TRIP WITH ALL LOAD SIDE BOX LUGS OF ONE BREAKER IN THE SAME GUTTER. ALL CIRCUIT BREAKERS SHALL HAVE SEALED CASES TO PREVENT TAMPERING. ALL 15 AND 20 AMPERE BRANCH CIRCUIT BREAKERS SHALL BE UL LISTED AS SWD (SWITCHING DUTY). ALL 15-70 AMPERE BRANCH CIRCUIT BREAKERS SHALL BE HACR TYPE. ALL GFI CIRCUIT BREAKERS SHALL BE UL CLASS A WITH MAXIMUM THRESHOLD OF 5 MA. ALL BRANCH CIRCUIT BREAKERS SERVING ALL BALLASTED (FLUORESCENT/HID) LIGHTING LOADS SHALL BE HID RATED. PROVIDE 20 (+/-) NON -PADLOCK TYPE BREAKER LOCK -ON DEVICES AND INSTALL ON BRANCH BREAKERS AS DIRECTED IN FIELD (NIGHT LIGHTS, COMPUTERS, SECURITY, ETC.). PROVIDE DETAILED TYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS. CIRCUIT BREAKERS SHALL BE FURNISHED AS SCHEDULED ON THE DRAWINGS OR AS OTHERWISE REQUIRED BASED ON FIELD DETERMINATIONS. PROVIDE ALL ELECTRICAL DISTRIBUTION RELATED EQUIPMENT WITH APPROPRIATELY BRACED BUSSING AND PROPERLY RATED BREAKERS, FUSES, ETC. FOR THE AVAILABLE FAULT CURRENTS. IN EXISTING BUILDINGS WHERE FAULT CURRENT VALUES ARE NOT INDICATED ON DRAWINGS, COORDINATE WITH EXISTING "UPSTREAM" DISTRIBUTION EQUIPMENT PROVIDE EQUIPMENT AIC RATINGS TO MEET OR EXCEED SAME. FILL OUT PANELBOARD'S CIRCUIT DIRECTORY CARD UPON COMPLETION OF INSTALLATION WORK. DIRECTORIES SHALL BE NEATLY TYPEWRITTEN. ALL PANELBOARD DIRECTORIES SHALL INCLUDE THE ACTUAL ROOM NAMES/NUMBERS THAT ARE SELECTED FOR INTERIOR SIGNAGE/DESIGNATION. TRANSFORMERS: POWER DISTRIBUTION TRANSFORMERS SHALL BE SQUARE D DRY TYPE WITH COPPER WINDINGS. PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PAD (WITH CHAMFERED EDGES) FOR ALL FLOOR MOUNTED TRANSFORMERS. INSTALL UNITS ON VIBRATION MOUNTS; COMPLY WITH MANUFACTURER'S INDICATED INSTALLATION METHOD. DRY -TYPE TRANSFORMERS SHALL BE OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATING AS CALLED FOR ON THE DRAWINGS AND WITH 150' CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. LOCATE TRANSFORMER AS NOT TO CAUSE SERVICING OR CLEARANCE DIFFICULTIES OF VIOLATIONS WITH OTHER EQUIPMENT. 20. FIRE ALARM WORK FIRE ALARM SYSTEM DEVICES (SMOKE DETECTORS, PULL STATIONS, BELLS, STROBES, ETC.) SHALL BE OF THE SAME MANUFACTURER AS, AND COMPATIBLE WITH, THE EXISTING BUILDING FIRE ALARM SYSTEM. PROVIDE AUXILIARY COTACTS IF REQUIRED FOR SPECIAL APPLICATIONS. ALL STROBE ALARMS SHALL BE ADA COMPLIANT, MINIMUM 75CD PER ADA. ALL NEW WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND IN CONDUIT (3/4" MINIMUM). FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED IN A RACEWAY SYSTEM SEPARATE FROM SECURITY SUB -SYSTEM WIRING WHERE/IF APPLICABLE. THE INSTALLATION SHALL INCLUDE A COMPLETE SYSTEM TEST OF THE EQUIPMENT BY THE LOCAL REPRESENTATIVE OF THE SYSTEM INSTALLED. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF REPRESENTATIVES OF THE OWNER, ENGINEER, AND LOCAL FIRE DEPARTMENT. THE FIRE ALARM SYSTEM SUPPLIER SHALL PROVIDE TO THE ELECTRICAL CONTRACTOR A COMPLETE SET OF FLOOR PLAN DRAWINGS SHOWING CONDUIT SIZES AND NUMBER OF CONDUCTORS REQUIRED TO ALL COMPONENTS PLUS DETAILED WIRING CONNECTIONS REQUIRED AT EACH TYPE OF DEVICE. IT SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM SYSTEMS MANUFACTURER TO SUBMIT THESE DRAWINGS TO THE STATE FIRE MARSHALL'S OFFICE (OR OTHER AUTHORITY HAVING JURISDICTION) FOR APPROVAL THIS ACTION SHALL BE TAKEN DURING THE SHOP DRAWING PROCEDURE. THE SYSTEM MUST BE APPROVED BY THIS AUTHORITY. ALL FIRE ALARM SYSTEM WORKING DRAWINGS SHALL BE PROVIDED BY MANUFACTURER. PROVIDE ALL REQUIRED MODIFICATIONS (CARDS, POWER SUPPLIES, HARDWARE, FIRMWARE, SOFTWARE, ETC.) TO THE EXISTING FIRE ALARM SYSTEM AS REQUIRED TO RENDER THE ENTIRE EXTENSION FULLY OPERABLE. PROVIDE ALL REQUIRED 20A/120VAC POWER AS REQUIRED TO ENERGIZE ALL NEW FIRE ALARM RELATED COMPONENTS. THIS REQUIREMENT APPLIES WHETHER OR NOT SUCH POWER WORK IS SHOWN ON THE DRAWINGS. BRANCH CIRCUITS SERVING FIRE ALARM RELATED EQUIPMENT SHALL BE DEDICATED TO FIRE ALARM RELATED EQUIPMENT ONLY. SMOKE DETECTOR LOCATIONS SHALL NOT EXCEED THE RATED COVERAGE OF THE DETECTOR AND, IN GENERAL, SHALL BE NO MORE THAN 15 CONTACTOBASESAFOR ALL APPLCATOANS W EREEAQXILTR.? CO TACTSNAREBREQUIREDED WITHIN 3 FEET FROM A SUPPLY AIR DIFFUSER. PROVIDE THE AUDIO/VISUAL AND VISUAL -ONLY ALARM INDICATING DEVICES SHALL BE RED ADA -COMPLIANT UNITS (WITH MINIMUM 75 CANDELA ADA -COMPLIANT STROBES) WALL MOUNTED AT 6'8" AS SHOWN ON PLANS. STROBE UNITS SHALL BE SYNCHRONIZED WHEREVER REQUIRED BY ANY AUTHORITY HAVING JURISDICTION, INCLUDING ADAAG. ADDITIONALLY, WHERE REQUIRED BY LOCAL AUTHORITY, THE STROBES MUST MEET ANSI S3.41 TEMPORAL CODE. THE WATERFLOW SWITCHES, TAMPER SWITCHES AND PRESSURE SWITCHES SHALL BE PROVIDED BY THE SPRINKLER CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL WIRE AND PROVIDE THE RELATED MONITOR MODULES AS REQUIRED. PROVIDE ISOLATION MODULES AS REQUIRED TO ISOLATE WIRE TO WIRE SHORTS ON A DATA LOOP TO LIMIT THE NUMBER OF OTHER MODULES OR DETECTORS THAT ARE INCAPACITATED BY THE SHORT CIRCUIT FAULT AND/OR GROUNDS. ISOLATION MODULES SHALL BE PART OF THE SMOKE DETECTOR BASE. THE ISOLATION MODULES SHALL PERMIT THE ENTIRE SYSTEM TO OPERATE INDEPENDENTLY OF THE AREA DISCONNECTED BY THE ISOLATION MODULE DUE TO WIRING FAULTS. PROVIDE MONITOR MODULES AS REQUIRED TO INTERFACE "NON -INTELLIGENT" DEVICES INTO THE SYSTEM AS SHOWN ON THE DRAWINGS (I.E. SPRINKLER FLOW SWITCHES, TAMPER SWITCHES, ETC.). PROVIDE CONTROL MODULES FOR ALL AUXILIARY DEVICES INCLUDING ALL SUPERVISED CONTROL FUNCTIONS SUCH AS AIR HANDLER SHUTDOWNS. EXTERIOR/ROOF MOUNTED DUCT SMOKE DETECTORS SHALL BE IN A NEMA4X ENCLOSURE. 21. DUCT SMOKE DETECTOR PROVIDE ALL REQUIRED 20A/120VAC POWER AS REQUIRED TO ENERGIZE ALL FIRE ALARM RELATED COMPONENTS. THIS REQUIREMET APPLIES WHETHER OR NOT SUCH POWER WORK IS SHOWN ON THE DRAWINGS. BRANCH CIRCUITS SERVING FIRE ALARM RELATED EQUIPMENT SHALL BE DEDICATED TO FIRE ALARM RELATED EQUIPMENT ONLY. REFER TO MECHANICAL DRAWINGS FOR REQUIREMENTS. RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTEIR PROTO VERSION 04.13.2015 `09/13/17 STORE 187 " `� : SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA ELECTRICAL SPECIFICATIONS © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE ABBREVIATIONS ABBREV1 NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B. ANCHOR BOLT A.B.C. AGGREGATE BASE COURSE ACI AMERICAN CONCRETE INSTITUTE A/C AIR CONDITIONER A.F.F. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY A.W.T.S. AUTOMATIC WELDED THREADED STUDS BM BEAM B.F.F BELOW FINISHED FLOOR BLK BLOCK B.O.B. BOTTOM OF BEAM B.O.D. BOTTOM OF DECK B.O.F. BOTTOM OF FOOTING BRG BEARING C CAMBER C.C. CENTERLINE TO CENTERLINE CFS COLD FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.L. CENTERLINE C.L.B. CENTERLINE OF BEAM C.L.C. CENTERLINE OF COLUMN C.L.F. CENTERLINE OF FOOTING C.L.W. CENTERLINE OF WALL CLR CLEAR CONC CONCRETE CONC C.J. CONCRETE CONTROL JOINT CONC S.J. CONCRETE SAWCUT JOINT C.M.U. CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE D.F. (D.F.L.) DOUGLAS FIR LARCH DL DEAD LOAD DIA DIAMETER DN DOWN DWG(S) DRAWING(S) E.C. END TO CENTERLINE E.E. END TO END E.O.S. EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EXP. BOLT (E.B.) - EXPANSION BOLT EXP. JT (E.J.) EXPANSION JOINT E.W. F.F. F.O.M. F.O.S. F.O.W. GA GALV G.S.N. EACH WAY FINISHED FLOOR FACE OF MEMBER FACE OF STEEL FACE OF WALL GAGE (UNIT OF MEASUREMENT) GALVANIZED GENERAL STRUCTURAL NOTES GLB (GLULAM) GLUED -LAMINATED BEAM H.F. HORIZ H.S. IBC ICBO HEM FIR HORIZONTAL REINFORCING HEADED STUDS INTERNATIONAL BUILDING CODE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL ICF INSULATED CONCRETE FORMS I.F.W. INSIDE FACE OF WALL I.O.D. INTERPRETATION OF DRAWINGS JST JOIST K(KIP) 1000 POUNDS KLF KIPS PER LINEAR FOOT LBS (#) POUNDS LGR LEDGER LGS LIGHT GAGE STEEL LGSEA LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.O.D. LOCATION OF DETAILS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAS C.J. MASONRY CONTROL JOINT MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L MECHANICAL MFR'D MANUFACTURED MFR('S) MANUFACTURER('S) MIN MINIMUM N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C. ON CENTER O.F.W. OUTSIDE FACE OF WALL OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C. PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT f PLUS OR MINUS PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST -TENSIONED PTI POST -TENSIONING INSTITUTE REINF REINFORCING SDI STEEL DECK INSTITUTE SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SJI STEEL JOIST INSTITUTE SIM SIMILAR SQ. SQUARE SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD STANDARD STL STEEL TL TOTAL LOAD T.O.B. TOP OF BEAM T.O. C. T. TOP OF CONCRETE TOPPING T.O.D. TOP OF DECK T.O.F. TOP OF FOOTING T.O.L. TOP OF LEDGER T.O.M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O.P.C. TOP OF PRECAST CONCRETE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TPI TRUSS PLATE INSTITUTE TYP TYPICAL T&G TONGUE AND GROOVE UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION WCLIB WEST COAST LUMBER INSPECTION BUREAU W.W.F. WELDED WIRE FABRIC WWPA WESTERN WOOD PRODUCTS ASSOCIATION W/ WITH W/C WATER TO CEMENT RATIO W/O WI TH OU T 09/13/17 09/13/17 DESCRIPTION LANDLORD REVIEW GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: SEISMIC: MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.456. MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.543. SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.971. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.543. SEISMIC DESIGN CATEGORY, D. CONCRETE: SPECIFIED 28 DAY COMPRESSIVE STRENGTH F'c: FOUNDATIONS (DESIGN BASED ON 2,500 PSI) GENERAL: 3,000 PSI ALL CAST -IN --PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED UNLESS NOTED OTHERWISE. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. NO OTHER ADMIXTURES PERMITTED WITHOUT APPROVAL. FOR CONCRETE WITHOUT PLASTICIZER, MAXIMUM SLUMP 4 1/2" AT POINT OF PLACEMENT U.N.O. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. FOR REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS AND DETAILS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE EMBEDMENT OF CONDUITS, PIPES, SLEEVES, ETC. OF ANY MATERIAL SHALL NOT BE PERMITTED WITHIN ANY CONCRETE STRUCTURAL ELEMENT WITHOUT THE EXPRESSED APPROVAL OF THE STRUCTURAL ENGINEER. FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 25% OF TOTAL CEMENTITIOUS MATERIALS BY WEIGHT. FLY ASH SHALL BE INCLUDED IN THE CALCULATION OF W/C RATIOS SPECIFIED ABOVE. FLY ASH ADDITIVES SHALL NOT BE USED ON SLABS WITH A BURNISHED OR ACID FINISH. TEST DATA FOR EACH CONCRETE MIX SHALL BE SUBMITTED FOR REVIEW PER CHAPTER 5 OF ACI 318. REFERENCE FIGURE R5.3 FOR SUBMITTAL REQUIREMENTS AND OPTIONS. CONCRETE MIX DESIGNS THAT ARE SUBMITTED WITHOUT THE APPROPRIATE TEST DATA CANNOT BE REVIEWED. REINFORCING: ALL REINFORCING PER CRSI SPECIFICATIONS AND HANDBOOK. ASTM A615 (Fy - 60 KSI / GRADE 60) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy = 40 KSI / GRADE 40) DEFORMED BARS FOR ALL BARS #4 AND SMALLER. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER 2" #5 AND SMALLER 1 1/2" ALL OTHER PER LATEST EDITION OF ACI 318 ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION BY USE OF A PLASTIC OR CONCRETE CHAIR. DUCT -TAPE COVERED REINFORCING IS NOT AN ACCEPTABLE CHAIR. ALL DIMENSIONS REFERENCED IN DRAWINGS AS "CLEAR" SHALL BE FROM FACE OF STRUCTURE TO EDGE OF REINFORCING, AND SHALL NOT BE LESS THAN STATED, NOR GREATER THAN "CLEAR" DIMENSION PLUS 3/8". ALL OTHERS SHALL BE PLUS OR MINUS 1/4" TYPICAL UNLESS NOTED OTHERWISE. STRUCTURAL GENERAL: STEEL: ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL PIPE STEEL SHALL BE ASTM A500 (Fy = 42 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). ALL TUBE STEEL SHALL BE ASTM A500 (Fy = 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). THE TERMS PIPE AND ROUND HOLLOW STRUCTURAL SHAPE (HSS) ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS ALONG WITH THE TERMS TUBE STEEL AND RECTANGULAR OR SQUARE HSS. ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. EXPANSION AND EPDXY ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI KWIK BOLT TZ EXPANSION ANCHOR (ICC ESR -1917) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES AND TIGHTENED/TORQUED PER MANUFACTURERS RECOMMENDATIONS. WELDING: UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ER -4943P OR APPROVED EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILTI "KWIK-PRO" SELF -DRILLING TAPPING SCREWS PER ICC ESR -2196, OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS / GAGE NUMBER REFERENCE: 27 MIL 22 GA 33 MIL 20 GA 43 MIL 18 GA WALLS: 54 MIL 16 GA 68 MIL 14 GA 97 MIL 12 GA STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW, TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: INSTALL BRIDGING AT MID -HEIGHT FOR WALLS LESS THAN OR EQUAL TO 1O' -O" HIGH, AND 5'-0" O.C. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON-BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. CONCRETE: A. DURING THE B. CONTINUOUS NOTED OTHERWIS C. CONTINUOUS THE PLACEMENT 2. REINFORCING THE CLOSING OF A. REINFORCING TAKING OF TEST SPECIMENS. INSPECTION DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, UNLESS E. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING OF CONCRETE AROUND BOLTS. STEEL: INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE PRIOR TO FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE FOR THE FOLLOWING: FOR ALL CONCRETE REQUIRED TO HAVE INSPECTION NOTED ABOVE. STEEL CONSTRUCTION: 1. WELDING: A. VERIFICATION OF VALID WELDER'S CERTIFICATES. B. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS. C. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION. SPECIAL CASES: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN-PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. PERMIT SUBMITTAL REGISTRA THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. REV DATE DESCRIPTION NAME NOTE: A. FOR SIZE AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL STRUCTURAL NOTES. SPECIAL SIZES ARE CALLED OUT ON PLAN AND/OR DETAIL. NOTES: 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK - ATTACHMENT REQUIRED 1(2" DIA. EXPANSION BOLTS AT 48' O.C. (2 MINIMUM) OR .148"x3/4" LONG POWDER DRIVEN PINS AT 12" O.C. FASTENER SHALL HAVE ICC REPORT FOR SAME INSTALLATION. 3. MULTIPLE OR INTERSECTING STUDS WHERE OCCUR. CONNECT WITH 2 ROWS #10 S.M. SCREWS AT 24" O.C. STAGGERED SPACING. AT INTERSECTING STUDS 1 ROW OF SCREWS. 4. #10 S.M. SCREWS EACH SIDE, EACH STUD. 5. 2 #10 S.M. SCREWS. 6. 4 #10 S.M. SCREWS. 7. #10 S.M. SCREWS AT 12" O.C. AT DOUBLE STUDS. 8. STUD BLOCKING. 9. 18 GA CLIP ANGLE BY STUD MFR WITH 3 #10 S.M. SCREWS AT EACH STUD WHERE SHOWN IN DETAILS. 10. TYP WELD CLIP TO FRAMING MEMBER OR AS NOTED IN DETAILS. B. INSTALL ALL SCREWS PER STEEL STUD MANUFACTURES ASSOC. SPECIFICATIONS. C. S.M. (SHEET METAL) SCREWS PER G.S.N. TYPICAL STEEL STUD WALL - SCREW CONNECTION (1) 0 STEEL STUD WALL BASE CONNECTION 407-22 NO SCALE NOTES: 1. STEEL STUD WALL. 2. CONTINUOUS STEEL TRACK WITH HILTI X -U WITH 1" PENETRATION AT 16" O.C. 3. #10 SCREW CONNECTION AT EACH STUD. 4. EXISTING CONCRETE SLAB. 3 16 0 (1) (2) (3) 7-(4) 17-1334 NO SCALE NOTES: 1. STEEL COLUMN. 2. B1 BASE PLATE WITH 1 1/2" DIA. MAX. HOLE CENTERED IN PLATE. 3. B2 BASE PLATE WITH ONE 1/2" DIA. HILTI KWIK BOLT TZ EXPANSION BOLT - 2" EMBED (NOMINAL). DO NOT OVERSIZE HOLE IN B2 PLATE. 4. EXISTING 5" CONCRETE SLAB ON GRADE - FIELD VERIFY AND NOTIFY EOR IF DIFFERENT. COLUMN AND BASE PLATE SCHEDULE COLUMN SIZE B1 B2 HSS 4x4x1/4 4 1/2"x4 1/2"x1/4" 5"x5"x3/8" SUPPORT COLUMN AT EXISTING CONCRETE SLAB aS3 17-1334 NO SCALE NOTES: 1. ADDITIONAL MEMBER REQUIRED WHEN LOAD IS MORE THAN 4" FROM PANEL POINT. 2. EXISTING STEEL JOIST. 3. STEEL ANGLE 2"x2"x3/16" EACH SIDE FROM TOP CHORD TO NEAREST BOTTOM CHORD PANEL POINT. 4 STEEL ANGLE 2"x2"x3/16" EACH SIDE FROM BOTTOM CHORD TO NEAREST TOP CHORD PANEL POINT. 5. TYP EACH ANGLE EACH END. RECEIVED CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER ADDITIONAL WEB MEMBERS FOR CONCENTRATED LOAD OCCURRING AWAY FROM JOIST PANEL POINT 1302-10 NO SCALE PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM Cdl PROJECT NO: DRAWN BY: CHECKED BY: 170237 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 CI of Thhviia B ttEIVISION LOCATION OF DETAILS DETAILS SHEET DESCRIPTION --- S100 GENERAL STRUCTURAL NOTES 01-19 S100 TYPICAL DETAILS 101-119 S300 FRAMING DETAILS 201-219 S300 FRAMING DETAILS 301-319 S400 FIXTURE DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com STORE # SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA S100 PROTO VERSION 04.132015 09/13 cc w w o: x t 0 0 o00 &V) b ---11 _J I — J b r -1---r I r — —r L_ r i NEW 362S162-43 AT 16" O.C. TYP. SEE DETAIL 02 LOW AND 106 HI -TYP. 1-1 F� H H ,LJ L NEW 362S162-43 AT 16" O.C. TYP. SEE DETAIL 02 LOW AND 106 HI -TYP. NEW 362S162-43 AT 16" O.C. TYP. SEE DETAIL 02 LOW AND 106 HI -TYP. r iI II r LII u ILS 6�I F- r �I a I� I jI I I �------�I------� L J�---- -----IILS NEW 362S162-43 AT 16" O.C. TYP. SEE DETAIL 02 LOW AND 106 HI -TYP. �i L L I r IL -J FIXTURES PER DETAILS 301, 302, AND 303. VERIFY HEIGHT WITH ARCH'L DRAWINGS. ,L Jr —1— 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE DESCRIPTION EXISTING 600S162-33 AT 16" O.C. STUD WALL FIELD VERIFY -TYP. L FIXTURES PER DETAILS 301, 302, AND 303: VERIFY HEIGHT WITH ARCH'L DRAWINGS. FLOOR FIXTURES PER DETAIL 306 -TYP. FIXTURES PER DETAILS 301, 302, AND 303. VERIFY HEIGHT WITH ARCH'L DRAWINGS. -----F-9 -----1---SIJ 09/13/17 09/13/17 LANDLORD REVIEW PERMIT SUBMITTAL REV DATE DESCRIPTION NAME --r ——I—— JL r Li FLOOR FIXTURES PER DETAIL 306 -TYP. ----i---L_-----_L_ --- L—__I__J 0 —r—� T T T —F-9— T T T OVERALL FLOOR PLAN SCALE: 3/16" = 1'-0" X11 1-4 STOREFRONT FRAMING PER S201. 13- 17.25 RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 City of Tukwila B131 ft$ DIVISION LOCATION OF DETAILS DETAILS SHEET DESCRIPTION --- S100 GENERAL STRUCTURAL NOTES 01-19 S100 TYPICAL DETAILS 101-119 S300 FRAMING DETAILS 201-219 S300 FRAMING DETAILS 301-319 S400 FIXTURE DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG CARUSO • TURLEY- SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com STORE # SPACE 1718 WESTFIELD SOUTHCENTER 2e00 SOUTHCENTER MALL SEATTLE, WA S200 PROTO *R&M 04.132015 09/13/17 BEAM (B) SCHEDULE 919-07 MARK SHAPE SIZE REMARKS BASE CONNECTION GENERAL STRUCTURAL NOTES BOLT PRE AND/OR ERN REMARKS Cl B1 --- --- FRAMING DETAILS HSS 20x4x3/8 C C 1" =OAT 61 A. FRAMING DETAILS 301-319 COLUMN (C) SCHEDULE 910-01 NOTE: FOR ANCHOR BOLT PATTERN, SEE TYPICAL DETAIL 03. MARK SIZE BASE CONNECTION GENERAL STRUCTURAL NOTES BOLT PRE AND/OR ERN REMARKS Cl HSS 4x4x1/4 --- --- 362S162-33 AT 16" O.C. STUD WALL -TYP. AT 102 SIGN PARTIAL FRAMING PLAN SCALE: 1/4" = 1'-0" PARTIAL FLOOR PLAN SCALE: 1/4" = 1'-0" RECEIVED CITY OF TUKWILA SEP 202017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION LOCATION OF DETAILS DETAILS SHEET DESCRIPTION --- S100 GENERAL STRUCTURAL NOTES 01-19 S100 TYPICAL DETAILS 101-119 S300 FRAMING DETAILS 201-219 S300 FRAMING DETAILS 301-319 S400 FIXTURE DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG CARUSO • TURLEY• SCOTT• INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: 170237 STORE � SPACE 1718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL BATTLE, WA CHECKED BY: PROTO VERSION 04.132015 09/13 17 EXISTING ROOF FRAMING -TYP. RTU 1085#. SEE DETAILS 201 AND 202. RTU 1750#. SEE DETAILS 201 AND 202. RTU 1750#. SEE DETAILS 201 AND 202. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 EXISTING ROOF FRAMING RECEIVED CITY OF TUKWILA SEP 202017 SCALE: 3/16" = 1'-0" PERMIT CENTER LOCATION OF DETAILS DETAILS SHEET DESCRIPTION --- S100 GENERAL STRUCTURAL NOTES 01-19 S100 TYPICAL DETAILS 1 01 -11 9 S300 FRAMING DETAILS 201-219 S300 FRAMING DETAILS 301-319 S400 FIXTURE DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG CARUSO • TURLEY• SCOTT. INC consulting - structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (7741701 FAX) www.ctsaz.com 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. 09/13/17 DESCRIPTION LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DESCRIPTION PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 09 13/17 NOTES: (7) (4) NOTES: NOTES: 1. NEW RTU. 2. #12 SCREWS AT 9" O.C. ALL AROUND. 3. CURB BY OTHERS. 4. MIN. 1/2" DIA. BOLTS AT 22" O.C. ALL AROUND. 5. MIN. L4x4x1/4 ALL AROUND UNDER CURB. (6) (2) CURB TO ANGLE 1. EXISTING STEEL JOIST. 2. NEW ANGLE - 4"x4"x1/4" SEE PLAN FOR LOCATION. 3. SEE 107 FOR ADDITIONAL WEB INFORMATION. 4. CURB BY OTHERS. 5. 1/2" DIA BOLT AT 24" O.C. MAX. (MIN 2 PER SIDE). USE 1" DIA WASHERS. 6. 1 1/2"x1 1/2"x12 GAGE TUBE STEEL. 7. #12 SCREWS AT 12" O.C. ALL AROUND UNIT TO CURB. 1. 1/4" STEEL PLATE. 2. STEEL BEAM 3. HSS 4"x4"x1 /4". NOTES: (1 ) (10) (10) (5) O 0 O 0 O ; ■ O 0 0 0 O 0 O 0 1 3 1 TYP) 3/16 v (3) (4) 3/16 (13) T (3) (5) (6) 1. EXISTING BULKHEAD TO REMAIN. 2. 362S162-33 AT 16" O.C. - TYP. 3. STEEL BEAM PER PLAN. 4. 3627125-43 TRACK WITH HILTI X -U AT 16" O.C. 5. 4 #10 - TYP. 6. GRILL SUPPORT TRACK WITH (2) 1/4" DIA SCREWS EACH JOIST. 7. L3"x3"x3/16" AT 4'-0" O.C. - ALIGN WITH STEEL TUBE BRACE. 8. 362S162-54 JOIST AT 16" O.C. 9. CEILING PER ARCH'L. 10. CONTINUOUS L1 1/2"x1 1/2"x16 GA WITH #10 EACH LEG, EACH STUD. 11. S/H2.5 EACH SIDE OF BEAM EACH JOIST. 12. L3"x3"x3/16" AT 4'-0" O.C. - TOP CONNECTION PER DETAIL 107. 13. HSS 3"x3"x3/16 BRACE AT 4'-0" O.C. (5) 3/16 ANGLE TO ANGLE O OI 0 0 r (10) NOTE: EXISTING ROOF NOT SHOWN FOR CLARITY. (11 RTU SUPPORT AT ROOF 17-1334 NO SCALE 109 ANGLE CONNECTION UNDER A/C UNIT STEEL BEAM TO STEEL BEAM STOREFRONT SECTION AT HEADER 17-1334 NO SCALE 17-1334 NO SCALE 17-1334 NO SCALE TYP 3 16 (2) F NOTES: (6) NOTES: 1. SEE PLAN FOR SPACING (8'-0" MAXIMUM). 2. CENTERLINE OF FRAMING MEMBER. 3. ANGLE 4"x4"x1/4". 4. FACE OF FRAMING MEMBER. 1" GAP 4 `' (s'S TYP)3/16 OPENING 1. 362S162-43 BRACE AT 48" O.C. - ALTERNATE SIDES WHERE POSSIBLE. SEE DETAIL 107 FOR TOP CONNECTION. 2. CONTINUOUS 18 GA. TRACK. 3. (4) #10 SCREWS. 4. STEEL STUD WALL - SEE PLAN. 5. CEILING PER ARCH'L. 6. EXISTING DECK. 7. EXTEND TO DECK ABOVE AS OCCURS PER ARCH'L. 8. CONTINUOUS 362S200-43 WITH (3) #12 SCREWS PER STUD WHEN WALL CONTINUES TO DECK ABOVE. 202 J z 3/16] (TYP (4)� NOTES: 1. EXISTING BULKHEAD TO REMAIN. 2. 362S162-33 AT 16" O.C. - TYP. 3. STEEL BEAM PER PLAN. 4. 362T125-43 TRACK WITH HILTI X -U AT 16" O.C. 5. 4 #10 - TYP. 6. GRILL SUPPORT TRACK WITH (2) 1/4" DIA SCREWS EACH JOIST. 7. L3"x3"x3/16" AT 4'-0" O.C. -ALIGN WITH STEEL TUBE BRACE. 9. C 8. 362S162-54EILINGPER ARCHJOIST 'LA.. T 16" O.C. 10. CONTINUOUS L1 1/2"x1 1/2"x16 GA WITH #10 EACH LEG, EACH STUD. 11. S/H2EACH.5JOISTEACH. SIDE OF BEAM 12. S/H2.5 AT 48" O.C. 13. HSS 3"x3"x3/16 BRACE AT 4'-O" O.C. 14. L3"x3"x3/16" AT 4'-0" O.C. 15. L-TOP30AT CONNECTION48"O.C. PER DETAIL 107. 4'- 0" - MAX PLAN - TYPICAL OPENING IN FRAMING NOTE: A. FOR CLARITY, ROOF DECK OMITTED. B. VERIFY OPENING SIZE WITH APPROPRIATE TRADE. (4) (10) 401-55.01 NO SCALE 106 STEEL STUD WALL TOP CONNECTION STOREFRONT SECTION AT SIGN 17-1334 NO SCALE 17-1334 NO SCALE NOTES: NOTES: 1. EXISTING STEEL JOIST - SEE DETAIL 109 FOR ADDITIONAL WEB INFORMATION. 2. CONTINUOUS ANGLE 4"x3"x1/4" (SLV). 3. STEEL ANGLE BRACE. 1. EXISTING BULKHEAD TO REMAIN. 2. 362S162-33 AT 16" O.C. - TYP. 3. 4#10- TIT. 4. GRILL SUPPORT TRACK WITH (2) 1/4" DIA SCREWS EACH JOIST. 5. 362S162-33 AT 16" O.C. -TOP CONNECTION PER DETAIL 108. 6. 362S162-54 JOIST AT 16" O.C. 7. CEILING PER ARCH'L. 8. CONTINUOUS L1 1/2"xl 1/2"x16 GA WITH #10 EACH LEG, EACH STUD. BRACE CONNECTION AT ROOF (1 ) 17-1334 NO SCALE NOTES: 103 STOREFRONT SECTION AT STUD WALL 17-1334 NO SCALE NOTES: 1. EXISTING STEEL JOIST - SEE DETAIL 109 FOR ADDITIONAL WEB INFORMATION. 2. CONTINUOUS ANGLE PER DETAIL 107. 3. 14 GA. CLIP ANGLE - CONNECTION TO ANGLE WITH 3 #10 TEKS. 4. STEEL STUD BRACE. 5. 3 #10 TEK SCREWS 1. STEEL BEAM. (1) (5) 108 BRACE CONNECTION AT ROOF STEEL BEAM TO STEEL BEAM 17-1334 NO SCALE 17-1334 NO SCALE RECEIVED CITY OF TUKWIL r SEP 2 0 2017 PERMIT CENTER Dr -7 0.153 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 4 2017 City of Tukwila BUILDING DIVISION FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG CARUSO • TURLEY• SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com © 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. DATE 09/13/17 09/13/17 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. REV DATE DESCRIPTION NAME PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: DRAWN BY: CHECKED BY: 170237 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA S300 PROTO VERSION 04132015 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB -CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13/17 09/13/17 DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL (3) (1) (2) PLAN VIEW FLOOR MOUNTED FIXTURE NOTES: 1. SIMPSON L30 CLIP WITH (2) #10 TO TUBE. 2. TUBE STEEL FRAME BY MFR. 3. DRILL HOLE IN CUP FOR 3/8" DIA x2" EMBED HILTI KM BOLT TZ EXPANSION ANCHOR. 17-1334 NO SCALE 303 (4) (1 )-\1/4 (4) (4) (3) 5- 0 0 LI SHELVING FIXTURE NOTES: 1. NEW OR EXISTING STUDS PER PLAN - CONTRACTOR TO FIELD VERIFY EXISTING STUDS AT 16" O.C. NOTIFY E.O.R. IF DIFFERENT. 2. PREFINISHED CABINET. 3. FINISHED FLOOR. 4. CONNECTION POINT LOCATIONS AS SHOWN. (2) (1) 304 SHELVING FIXTURE BASE CONNECTION 17-1334 NO SCALE NOTES: 1. SHELVING FIXTURE BY OTHERS. 2. BASE CONNECTOR ELEMENT PER SHELVING MFR. 3. (2) HILT' X -U SHOT PINS AT EACH BASE CONNECTION. 4. EXISTING SLAB ON GRADE. WALL ANCHORAGE 17-1334 NO SCALE NOTES: 1. NEW OR EXISTING STUD WALL. 2. 600T100-43 WITH #10 AT 12" 0.C. TOP AND BOTTOM. 3. Z -CLIP (20 GA. MIN.) PER SHELVING MFR. 4. 600T100-43 WITH (3) #10 SCREWS EACH STUD. 5. SHELVING FIXTURE BY OTHERS. 6) 6. 2 #12 SCREWS. 7. 4 #12 SCREWS. 17-1334 NO SCALE DESCRIPTION 301 302 (4) (3) 5. 5- N 0 SHELVING FIXTURE NOTES: 1. NEW OR EXISTING STUDS PER PLAN - CONTRACTOR TO FIELD VERIFY EXISTING STUDS AT 16" O.C. NOTIFY E.O.R. IF DIFFERENT. 2. PREFINISHED CABINET. 3. FINISHED FLOOR. 4. CONNECTION POINT LOCATIONS AS SHOWN. (2) (4) (4) 4) (3) s - SHELVING FIXTURE 17-1334 NO SCALE NOTES: 1. NEW OR EXISTING STUDS PER PLAN - CONTRACTOR TO FIELD VERIFY EXISTING STUDS AT 16" 0.C. NOTTY E.O.R. IF DIFFERENT. 2. PREFINISHED CABINET. 3. FINISHED FLOOR. 4. CONNECTION POINT LOCATIONS AS SHOWN. -(2) br7Os3 RECEIVED -3 CITY OF TUKWILA SEP 2 0 2017 PERMIT CENTER PROJECT AREA BREAKDOWN SALES 8,181 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,007 SF 929.7 SM PROJECT NO: 170237 DRAWN BY: CHECKED BY: 17-1334 <A,StiMtft, ftiffswolte NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 City of Tukwila BUILDING DIVISION FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 17-1334 PROJECT MANAGER RAD PROJECT ENGINEER MJM PROJECT DRAFTER JMG ,, CARUSO • TURLEY- SCOTT. INC : consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 1 PROTO VERSION 0413205 09/13/17 ========r4=.