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Permit D12-022 - WESTFIELD SOUTHCENTER MALL - AMERICAN EAGLE OUTFITTERS - TENANT IMPROVEMENT
AMERICAN EAGLE OUTFITTERS 610 SOUTHCENTER MALL D12-022 City oiI'ukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 610 SOUTHCENTER MALL TUKW Suite No: Project Name: AMERICAN EAGLE OUTFITTERS Permit Number: D12-022 Issue Date: 04/13/2012 Permit Expires On: 10/10/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: SCOTT DAVES Address: 140 S LAKES AV, STE 323 , PASADENA CA 91101 Contractor: Name: NATIONAL BUILDING CONTRACTORS Address: 1650 CARROLL AVE , SAINT PAUL MN 55104 Contractor License No: NATIOBC962RG Lender: Name: Address: Phone: 626 585 -2931 Phone: 651- 222 -1859 Expiration Date: 12/07/2012 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OF EXISTING TENANT. WORK TO INCLUDE NEW STOREFRONT, CASH WRAP, FLOORS, PAINT, MINOR PATCHWORK, CEILING /BEAMS, AND MINOR FITTING ROOM WORK. Value of Construction: $205,000.00 Fees Collected: $3,862.45 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -022 Printed: 04 -13 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N 1 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby 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 a does no •resume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or thq�je :rm4n work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ✓ Date: / / Print Name: aV /2 er ..//V This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7)10 D12-022 Printed: 04 -13 -2012 7: All construction shall be done in conform' with the approved plans and the requiremiof the International Building Code or International Residential International Mechanical Code, Washingto to Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: 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. 17: ** *FIRE DEPARTMENT CONDI'T'IONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: Install mechanical stops between the shelving or on the tracks of the rolling shelving units so that when the units are rolled together, a 6 inch transverse flue space is maintained every 4 ft. along the length of the shelving. If there are questions, please contact Al Metzler, Tukwila Fire Dept. at 206 - 971 -8718. 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: 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) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: 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) 24: 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 doc: IBC -7/10 D12 -022 Printed: 04 -13 -2012 required surveys. (NFPA 10, 4 -3, 4 -4) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1FC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 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. 2050). 37: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 38: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 39: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth doc IBC -7/10 012 -022 Printed: 04 -13 -2012 in Table No. 803.5 of the International Buildii ode. 43: Post address on storefront per approved Westfield standards. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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. • doc: IBC -7/10 D12 -022 Printed: 04 -13 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit ('enter 6300 Snuthcenter Bind, Suite 100 Tukwila. 1E-1 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 12 -U2-2 12 -1r1 02 of l2 ((or office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ti t0 Site Address: Southccnter Mall, Tukwila WA 98188 King Co Assessor's Tax No.:. _ 9202470010 Suite Number: B200 Floor: Tenant Name: American Eagle Outfitters PROPERTY OWNER Name: Westfield Corporation Address: 11601 Wilshire Blvd., Suite 1200 City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving all project communication Name: Scott Daves / Permits Today Address: 140 South Lakes Ave., Suite 323 ('Ic): Pasadena State: CA Zip: 91101 Phone: (626) 585 -2931 Fax: (626) 792 -5777 Email: permitstoday @aol.com GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: Kenneth L. Butts Address: 124 Stagecoach Rd City: Bell Canyon State: CA Zip: 91304 Address: Email: City: State: lip: Phone: Fax: ('ontr Reg No.: l:xp Date: 'Tukwila 13usiness License No.: H:IApplicattons Fonns- Applica1 ons On Line12011 Appbcat onslPenmt Application Revised - 8 -9-11 door Raiised: AugsI2011 bh New Tenant: ❑ Yes ®..No 1 ARCHITECT OF RECORD Company Name: Kenneth L. Butts Architects Architect Name: Kenneth L. Butts Address: 124 Stagecoach Rd City: Bell Canyon State: CA Zip: 91304 Phone: (818) 999 -4272 Fax: (818) 999 -4321 Email: ENGINEER OF RECORD Company Name: Kenneth L. Butts Architects 1?nginecr Name: Kenneth L. Butts Address: same as above City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206- 431 -.3670 Valuation of Project (contractor's hid price): $ 205,000 Existing Building Valuation: $ Ucscribc the scope of work (please provide detailed information): Interior tenant improvement of existing American Eagle Outfitters store at Southcenter Mali, work to include new storefront, cash/wrap, floors, paint, minor patchwork - ceiling / beams, minor fitting room work Will there he new rack storage? VI Yes ❑.. No If yes. a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family huilding 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 he a change in use? ❑ Yes ❑ No 11-"yes-. explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Nyt Sprinklers ig, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No if 'Ives', attach list of materials and storage locations on a separate 8 -1 2 ".r 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 scptic design approved by King County Health Department. 11'.Appltcaltnm:t•orms- Appltcalwm On Iane<<O I 1 Apphcattorl•Pernut Applrcat. n Re, ised- %0 -11 dor, Raised. Augus12011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per 1130 Type of Occupancy per IBC I'' Floor 6,152 l lil AA 2ii1 Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck uncovered Deck PLANNING DIVISION: Single family huilding 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 he a change in use? ❑ Yes ❑ No 11-"yes-. explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Nyt Sprinklers ig, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No if 'Ives', attach list of materials and storage locations on a separate 8 -1 2 ".r 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 scptic design approved by King County Health Department. 11'.Appltcaltnm:t•orms- Appltcalwm On Iane<<O I 1 Apphcattorl•Pernut Applrcat. n Re, ised- %0 -11 dor, Raised. Augus12011 bh Page 2 of 4 • • PERMIT APPLICATION NOTES — Value of Construction in all eases, a value of construction amount should be entered by the applicant. This figure will he reviewed and is subject to possible revision by the Permit ('enter 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 he requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENAI:I'Y OF PERJURY BY THI: LAWS OF THE STAIR OF WASHING TON, AND I AM MITI IORI /El) TO APP1.Y FOR '1111S PERMIT. BUILDING OWNER OR AUTHORIZ Signature: Date: Print Name: Scott Daves / Permits Today Day Telephone: (626) 585 -2931 Mailing Address: 140 South Lake Ave., Suite 323 Pasadena CA 91101 City State Zip H \ApplicationsWoma- Application On Line \2011 ApphcatioaWermil Application Revised - 8- 9- 11.doce Revised: August 2011 bh Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-022 Address: 610 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/02/2012 Applicant: AMERICAN EAGLE OUTFITTERS Issue Date: Receipt No.: R12 -01307 Initials: User ID: Payee: WER 1655 Payment Amount: $2,342.65 Payment Date: 04/12/2012 04:26 PM Balance: $0.00 AMERICAN EAGLE OUTFITTERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 45715 2,342.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Amts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,342.65 2,338.15 4.50 doc: Receiot -06 Printed: 04 -12 -2012 CM of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hup: //www. ci. Tukwila. wa. us SET RECEIPT Copy Reprinted on 02 -02 -2012 at 12:56:47 02/02/2012 RECEIPT NO: R12 -00465 Initials: JEM Payment Date: 02/02/2012 User ID: 1165 Total Payment: 1,776.14 Payee: PERMITS TODAY LLC SET ID: S000001687 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D12 -022 EL12 -0084 M12 -017 TOTAL: 1,519.80 195.13 61.21 - gr--C.,f WW1/ TRANSACTION LIST: Type Method Description Amount Payment Check 3353 1,776.14 TOTAL: 1,776.14 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 195.13 1,581.01 1,776.14 INS CTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 'R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proiect: Type of Inspection: Addre s: I S C /A A/ Date Called: A Specia nstructions: �� / Date Wanted: y, -_ `a.m. 2 i ' f 2._- p.m. Requester: Phone No: Z G1 r 3-3 — 131.0 Approved per applicable codes. Corrections required prior to approval. S COMMENTS: er 1 )K_ to /c... f nspec or: //irate:s..._ 2 ( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. JA ,3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p,,, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prole t �^, A 1�.�,1, (1-11 b rs(G Type of Inspection: t {.., ..� f !` Er G . L 4 6* (k ( ' Addresj�: I Date Called: Special Instructions: Date Wanted: f i� wr �` 'a. ., m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I f a- N(' MA Df REINSPECTION FEE REQUIRED rior to next inspection. fee must be paid at 6300 Southcenter Blvd.,, uite 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 -367 Permit Inspection Request Line (206) 431 -2451 ,)r L- 3? Z P oject: , r ikMej. r -AA-J fir- -�e!,1 IC Type of Inspection: • Ak�'I6 . f --, �`� b Address: Date Called:, 1 Special Ins ructions: Date Wanted: (o / 7-- p.m. Requester: Ph n��/No � i ❑ Approved per applicable codes. .orrections required prior to approval. COMMENTS: Ki 3 e � oivt Nee -Ds 4: )A 44 f d1iMC l 6. 4.; F ►t.f , ,7 1 1/..:,_: e ,4i.G,.e./.J1(' )k RI (c c Sdt QL S- e..A1' (EE f- a /c•jeiJE lins ector j - , 1 r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee mustbe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD , I Retain a copy with permit 2 PERMIT CITY OF TUKWILA BUILDING DIVISION G O. J 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 N INSPECTION NO. Pro c ti I!1: can cr.A6 — Type Inspection: . ' ; A rtA, A G Address! i ;� S C ` 1"L / 1 Date Called: ..� - ---, Special Instructions: Date Wanted,;!, I — i 'L- - .S p.m. .m. Requester: Phone a 433 - !S S ! Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: 1 r r frf PrifX ob 6 $uI'P -'S D r- (ef c �.Lroi �► f-&')' Alp rd IJ i.-1* rrej Or e ..--- -. a I A (Inspect • r: (Date: c ri REtNSPECTION 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 \\4 Project: • _ r/ /� �'ni Pi. c A a✓ E-Ai- e C. f C f er5 Type Inspection: N, +. V 'fi t 0 4 1i- Address: 61 tj :5—. c, 4 FLU Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: r Sprinklers: 1, ,. 5a- Fire Alarm: ` Hood & Duct: /U Monitor: 'mac) ,.�x% Pre -Fire: Permits: 0 Occupancy Type: P'.... Inspector: k,... 1, ,. 5a- Date: 57/ 7 / i . Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name:; Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 11/1^-eft ( rJ CJ" j 1{.. O + • 4l Type of Inspection: S %� .c, to C. �„ fc, \, L- Address: 6 /L cs . c _ ycr11� -4 L.. Suite #: Connttact Peron: .2.-'‘C-6\--[ rr4 (JP-2 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1: S ei Ustc- Sec A(/ f c C:Xjt 0I t.1 3Lc(5 mA- ref /pi C40.. w. 4 -1-•■ kJ g J - 0 1 0,,k- ,psu,s1-of 76 A if' 5 clloog -- s e c.6., tk L — OK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f{,\ ,1,1 s a- Date: S / /7 / / Z 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: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 7OiZ —v zz /2- / = -ark PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 \6/ Project: p,,.? cam,-«.., e G 7/c 0-44c4-1-.... Type-of Inspection: ., %� "4 444404 ',10.- Address: tO Iv s 4- 'sI 11 Suite #: Contact Person: J- ;WI Special Instructions: Phone No.: 2'G-- 60-2 -- (Sy Approved per applicable codes. LICorrections required prior to approval. COMMENTS: Sprinklers: Hrs.: (32.-+e -si- 0. .•) A, t. 2: Hood & Duct: PO.,,i. f13'4 45 ‘..i s.'A. f a✓< Monitor: S- ratiales v/L 5, �1<<..)a- . wC \ /v s' -' 14 144' 1a1.-- Occupancy Type: Add. �se4, 4-p r l+cP 6 1_. Iul," Nccofecae- -kip bee" e c. ;ems.„• -8 4.h.e 4 dd -c.s,. 1ii.� #-F;-�I4 9Ai14- c.tet,- off, 0,4., 4h p4e..g-.A *,�h# -fp... 44 a 0),44 -S '. Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: firm-3 Date: sJ /e. .Jjz Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,&c — o 2 2 12 - S- oa-.- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: -0,90/e., cv, F-Iy /c o.e'FF..f+e.+ f Type of Inspection: ‘5,00". -el le) - /..c C,.,. Fire Alarm: Address: to 1 0 Se Av.,ii Suite #: Contact Person:. rr-i Monitor: Pre -Fire: �;.. Special Instructions: Phone No.: 2L G oS .a.4..,..75-60 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: 3 Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: �;.. Permits: Y Occupancy Type: Inspector: "ft.--) • 3 Date: 5721/2_ Hrs.: / [ 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: Word /Inspection Record Form.Doc a k1/4 -\ 6/11/10 State: 1 Zip: T.F.D. Form F.P. 113 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -INT Revised November 2010 Project Info Project Address American Eagle Outfitters Date 1/13/2012 South Center Shopping Center Ste 200 For Building Department Use (FILE COPY No ., Tukwila WA Applicant Name: Don Penn P.E. Applicant Address: 635 Westport Parkway Ste 300 Grapevine TX .0 Applicant Phone: 817 +410 -2858 8338 Project Description Hex Existing Track Head LED NA],D j p& • New Building • Addition Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option • Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 15 not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ++ gross intenor Area in ft2 Allowed x Area Sales Area Retail sales 1.33 6269 8338 Sales area Hex Existing Track Head LED NA],D j p& 91 10 910 Sales area Ca Store Front Cove LED V-of WASit, ii 7 15 98 "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts) 8338 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales area He3 Track Head LED 173 10 1730 Sales area Hex Existing Track Head LED NA],D j p& 91 10 910 Sales area Ca Store Front Cove LED V-of WASit, ii 7 15 98 Sales area �. Pe Nich Modern Pod AT 4 75 300 Sales area Pe2X Existing Holophane Pendant y 18 26 468 Sales area Rn Halo Downlight ;ix 8 26 208 Sales area Rx Exixting Recessed Downlight , b 4. 36 `�O ��V4 26 26 676 Sales area Se4X Existing Linear Flourescent S ; G\� 35 32 1120 Sales area Se8 Linear Flourescent . �r� 4 64 256 Sales area g' Se8X Existing Linear Flourescent t r 7 11 64 704 Sales area E2 Emergency light Sure Lites 1 1 - y. Sales area E3 Emergency light Sure Lites security lighting 1 C'E ‘45(,)\, �� i �,� u �R26 /-. �A�4.�i � rt�701°2- Sales area E4 Emergency light Sure Lites security lighttingr 1 ©tom �, l Sales area X Led exist light REI,t�Vkia TU 1 ;� 3 � � Sales area X2 Led exist light C� TY[ or 1 FER 22 2 II 1J Sales area ( X3 Led exist light I'CI3 U 21(12 1 - 1 Sales area X4 Led exist light PERMIT CEIe TER 1 3 3 1 ukVNri3 ; Sales area E Emergency Exit light 1 CigY g Fff PIP w.,R n Total Proposed Watts may not exceed Total Allowed Watts for Interior To "d Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 12 -022 ..r 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -INT Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 n Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or towers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Liahtinq Power Allowance (LPA Use' LPA` (Wlft`) Use' LPA` (W /ftt) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail70, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater. performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of fumiture, dothing, cosmetics or artwork floor area; or 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address American Eagle Outfitters /Tukwila,WA -South Ctr. Sp. #200 Date 1/13/2012 The following information Is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations Yes 1513.2 Area controls Maximum limit per switch N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location No 1513.6.1 (a) occup. sensors Schedule with type and locations No 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 IMax. watts 'Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers (Indicate size and efficiency I I If "no" is circled for any question, provide explanation: REVIEWED '7R CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION FILE COPY �t!o. RtKtivtl) CITY OF TUKWILA FEB -0 2 2012 PERMIT CENTER tI2O2i 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential AMERICAN EAGLE OUTFITTERS ae.com February 21, 2012 City of Tukwila Permit Center, Ste100 6300 Southcenter Blvd. Tukwila, WA 98188 RE: American Eagle Outfitters #478 Southcenter Mall, Space B200 Plan Check # D12 -022 To Allen Johannessen: Please accept this letter as documentation of code compliance for issuance of a building permit. We feel these adjustments will meet your requirements. These changes will also be reflected on the `for construction drawings" located on site during construction. All corrections are clouded and marked with a Delta 1. 1. Sheets A. 0.070 & A. 0.071 have been added to the set of plans. Sheet A. 0.070 relates to the life safety egress plan and sheet A.0.071 is the emergency lighting calculation plan. If there are any questions regarding the above responses, please contact us at 724/779 -5202. Regards, American Eagle Outfitters Miss Lezlee Spink Construction Contracts Administrator Cc: Kenneth L. Butts, Architect INCOMPLETE LTR #� 2Z T 412.432.3300 F 724.779.5776 77 HOT METAL STREET, PITTSBURGH, PA 15203 RECEIVED FEB 27 2012 PERMIT CENTER THE UNE YOURSELF. . J. HIGH, BUT VIP EAU. THINGS _ TWICE. I EARN T IN HE AY Al YOU REALLY FEEL. BE AS COOL EVER SETTLE. MISTAKES DAY • City f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2012 Scott Daves Permits Today 140 South Lakes Av, Suite 323 Pasadena, CA 91101 RE: Incomplete Letter #1 Development Permit Application D12 -022 American Eagle Outfitters — 610 Southcenter Mall Dear Mr. Daves, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 2, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, �c�JC�C Bill Rambo Permit Technician Enclosures File: D12 -022 W:\Permit Center \Incomplete Letters \2012\D12-022 Incomplete Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: February 7, 2012 Project Name: American Eagle Outfitters Permit #: D12 -022 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 ]x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge and that complies with egress paths for an "M" occupancy. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot -candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006, 1017.2 & 1017.3 Aisle access ways in Group M) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. � • PEON CUM C0P) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -022 DATE: 02 -27 -12 PROJECT NAME: AMERICAN EAGLE OUTFITTERS SITE ADDRESS: 610 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: 4—LL ulTding Ivis7on Public Works Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02-28 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-27 -12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: TA 432' DATE: 02/02/12 PROJECT NAME: AMERICAN EAGLE OUTFITTERS SITE ADDRESS: 610 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued t. DEPAR MEN -- ding Division Fublic Wdrks o -j 4- Fire Prevention NM Structural 311._ Am_ )--Z:,-10 Planning Diivision ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete xi DUE DATE: 02/07/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: )----7""' IL- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/06/12 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tulavila.wa.us REVISION SUBMITTAL Revision submittals trust be submitted in person at the Permit Center. Revisions will not be accepted through the trail, fax, etc. Date: 07%07 7 //09- Plan Check/Permit Number: D 12 -022 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: American Eagle Outfitters Project Address: 610 Southcenter Mall Contact Person: Scuili" )ii ws. Phone Number: x/.34/3 ' Dc38 0 Summary of Revision: A add 511 e ct3 I 'd?oe e /au s - s //-_ j , , 4 - S74 /eUL - heel , a D - a 7b I /au- A. Q. ,e7/ FEB272012 Sheet Number(s): A - U 70 49- o . 7/ " Cloud" or highlight all areas of revision including date of revision — e /yawed. `U't /ice- 4"/ D PERMIT CENTER Received at the City of Tukwila Permit Center by: - (Entered in Permits Plus on - ) ---]—t a- \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NATIONAL BUILDING CONTRACTORS UBI No. 601990646 Phone 6512221859 Status Active Address 1650 Carroll Ave License No. NATIOBC962RG Suite /Apt, License Type Construction Contractor City Saint Paul Effective Date 12/7/2004 State MN Expiration Date 12/7/2012 Zip 55104 Suspend Date County Out Of State Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NBCGEC1011QC N B C GENERAL CONTRACTORS INC Construction Contractor General Unused 11/3/1999 11/27/2004 Archived Business Owner Information Name Role Effective Date Expiration Date CORCORAN, WILLIAM BRIAN Owner 12/07/2004 Bond Amount Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 North American Spec Ins Co 2146429 09/30/2011 Until Cancelled $12,000.0010/25 /2011 4 BANCINSURE INC BIWA24216A 11/01/2005 Until Cancelled 11/05/2011 $12,000.0012/02 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Co Cincinnati Ins EPP0068513 03/14/2011 03/14/2013 $1,000,000.0003 /14/2012 11 OOHIO CAS INS BKA53721993 03/14/2010 03/14/2011 $1,000,000.00 03/25/2010 9 AMERICAN FIRE & CASUALTY BKA53721993 03/14/2009 03/14/2010 $1,000,000.00 03/31/2009 8 INDIANA INS BKA53721993 03/14/2008 03/14/2009 $1,000,000.00 03/19/2008 7 WESTFIELD INSURANCE CO TRA3998774 03/14/2007 03/14/2008 $1,000,000.00 04/10/2007 6 WESTFIELD INS TRA3998774 03/14/2006 03/14/2007 S1,000,000.00 03/20/2006 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 07 -2- 03590 -1 GAMBLE CONST SERVICES & DEMO InterPlead: No SPOKANE Date: 08/16/2007 Amount: $15,000.00 Date: Amount: $0.00 Dismissed Date: Amount: https://fortress.wa.gov/lni/bbip/Print.aspx 04/13/2012 TENAN T AMERICAN EAGLE OUTFITTERS, INC. 77 HOT METAL STREET PITTSBURGH, PA 15203 PHONE: 412 - 432 -3300 FIELD REPRESENTATIVE J.P. MORABITO PHONE: 724 - 779 -5271 JMORABITO@AE.COM LANDLORD WESTFIELD CORPORATION, INC. 2800 SOUTHCENTER SEATTLE, WA 98188 TENANT COORDINATOR SCOTT PRIESTER PHONE: 206 - 802 -6070 A/V CONSULTANT PRO - MOTION TECHNOLOGY THERESA SWEET PHONE: 248 -560 -0534 SECURITY CONSULTANT CHECKPOINT SECURITY SHANDA DUKES PHONE: 952- 227 -5380 SENSORMATIC MIKE GIOSA (PRIMARY) PHONE: 215- 946 -8118 GARY SCOTT (SECONDARY) PHONE: 724 - 263 -6305 SIGN CONSULTANT • HANOVER SIGN 1771 PROGRESS AVE COLUMBUS, OH 43207 JEANNIE BILLER PHONE: 1- 800 - 888 -4870 SIGN INNOVATION 514 GERMAN STREET HARMONY, PA 16037 RAY ROCCON PHONE: 724 - 452 -8699 ARCHITECT KENNETH L. BUTTS, ARCHITECT 124 STAGECOACH ROAD BELL CANYON, CA 91307 PHONE: 818 -999 -4272 FAX: 818- 999 -4321 PROJECT INFORMATION PROJECT DESCRIPTION : TENANT IMPROVEMENT - CLOTHING STORE USE GROUP CLASSIFICATION : M - MERCANTILE OCCUPANCY LOAD CAPACITY: SALES AREA (5,187) x 1 PERSON /30 SF = 173 PERSONS STOCKROOM (q65) x 1 PERSON /300 SF = 3 PERSONS TOTAL OCCUPANCY LOAD = 176 PERSONS FIRE SUPPRESSION SYSTEM: FULLY SPRINKLERED CONNECTED TO MALL'S MAIN. (SPRINKLER DRAWINGS TO BE SUBMITTED FOR PERMIT BY SPRINKLER CONTRACTOR.) AREA ANALYSIS AREA DESCRIPTION SQUARE FOOTAGE PERCENTAGE BREAKDOWN SALES AREA 4, 715 76% FITTING ROOMS 472 8% STOCK ROOM 716 12% f TOILET ROOM(S) 82 1% EGRESS CORRIDOR 167 3% ` OFFICE N/A N/A A.0.010 GENERAL NOTES TOTAL GROSS AREA 61152 100% INTERIOR TENANT FINISH SOUTHCENTER SHOPPING CENTER 707 SOUTH CENTER MALL TUKWILA, WA 98188 STORE NUMBER: 0478 SPACE NUMBER: 200 SITE PLAN AMERICAN EAGLE OUTFITTERS SPACE NO. 200 LEVEL 1 OF 3 SEPAI/A I E PERMIT REQUIRED FOR: 0 Mechanic CI Electrical O Plumbing O as Piping C!:y of Tukwila Bt Ill..Ci G DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Two... rile Building Division. PDT: r^vs'ens will require a new plan submittal :1 may in;, :ude additional plan review fees. FELE COPY Permit wo P-- °.)-2N Ptnr review approval is subject to errors and omissions. I,,-- i' +t a , of c nstruction documents does not au 1 fzs ' QiatIOf 1 of rn f code or 0 of i ;pro fv0 Fie3 : CO +' 0... st jrr+ : . acknowledged: By Date: City Of liikwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 11 City of Tukwila 9 BUILDING DIVISION IMPORTANT NOTE: • ALL CONTRACTORS * SUB - CONTRACTORS SHALL BE RESPONSIBLE TO REVIEW ENTIRE DOCUMENT SET, INCLUDING ALL DISCIPLINES (ARCH, MECI. ELEC, PLUMB, ETC.) REGARDLESS OF BASE TRADE, TO ENSURE THAT ALL COMPONENTS ARE PROPERLY CONSTRUCTED. THE MAXIMUM PENALTY ALLOWED BY LAW WILL BE ENFORCED UPON FINGER- POINTING FOR MISSED CONSTRUCTION DETAILS. • IF CONFLICTING DETAILS OR CONDITIONS ARE FOUND WITHIN THIS DRAWING SET, G.C. SHALL BE RESPONSIBLE TO NOTIFY TENANT REP. IMMEDIATELY. G.C. SHALL NOT PROCEED WITH FURTHER WORK UNTIL RECEIVING PROPER DIRECTION FROM TENANT REP. IMPORTANT NOTE: JOB SUPERINTENDENT SHALL, UPON COMPLETION OF THE PROJECT, PROVIDE TENANT WITH NO LESS THAN THE FOLLOWING DIGITAL PHOTOGRAPHS; MINIMUM OF THREE (3) PICTURES OF EACH STOREFRONT FACADE, ONE (1) 'HEAD ON' SHOT AND ONE (1) FROM EACH CONCOURSE APPROACH; MINIMUM OF ONE (1) PICTURE OF EACH SALES AREA ELEVATION, FOUR (4) MINIMUM PER 'ROOM', TWELVE (12) MINIMUM FOR ENTIRE SALES AREA; MINIMUM OF ONE (1) PICTURE OF EACH INTERIOR FITTING ROOM ELEVATION, INCLUDING VESTIBULE, PASSAGE, SEATING AREA AND SILVER TEXTURED CEILING AREA (IF APPLICABLE); MINIMUM OF FOUR (4) PICTURES OF THE STOCKROOM ELEVATIONS SHOWING SHELVING, ALL EQUIPMENT, LADDER SYSTEM (IF PROVIDED) AND TOILET ROOM(S); MINIMUM FOUR (4) INTERIOR PICTURES OF PUBLICLY ACCESSIBLE TOILET ROOMS (IF APPLICABLE); PICTURES OF FIRE CORRIDOR AND ELECTRICAL PANELS; MINIMUM REQUIRED PICTURES FOR SPECIAL DETAILS AND ELEMENTS AS 50 SPECIFIED THROUGHOUT THE PLANS (NOTED WITH IP ). JOB SUPERINTENDENT IS NOT PERMITTED TO VACATE THE SITE UNTIL SUCH PICTURES ARE PROVIDED TO TENANT VIA THE "STORE PHOTOS" SECTION OF TENANT'S DRAWING DOWNLOAD WEB SITE. PLEASE CONTACT G.G. FOR WEB SITE ACCESS INFORMATION. IMPORTANT NOTE: WHERE APPLICABLE, ALL PREVIOUS TENANT SURVEY DATA HAS BEEN POSTED TO TI-119 TENANT'S DRAWING DOWNLOAD SITE. G.C. SHALL REVIEW PREVIOUS TENANT SURVEY DATA AS REQUIRED TO ENSURE ALL ASPECTS OF CONSTRUCTION ARE ACCOUNTED FOR, REGARDLESS OF INFORMATION CONTAINED WITHIN THESE DOCUMENTS. RED CITY O Ftd-0-22012 PERMIT 1 NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED /REQUIRED. DRAWING INDEX ARCHITECTURAL A.0.001 COVER SHEET A.0.010 GENERAL NOTES A.0.020 FIN15H $ MATERIALS LEGEND A.0.030 ARCHITECTURAL SPECIFICATIONS A.0.050 BARRICADE DETAILS A.0 .0q0 DEMOLITION FLOOR PLAN A.0.095 DEMOLITION CEILING PLAN A.0.100 FLOOR PLAN A.0.106 FIXTURE PLAN A.0.150 TOILET ROOM DETAILS A.0.200 REFLECTED CEILING PLAN A.1.300 STOREFRONT ELEVATIONS A.1.400 PLAN SECTION AT STOREFRONT A.1.401 PLAN SECTION AT STOREFRONT A.1.402 PLAN SECTION AT STOREFRONT A.1.450 PREFAB. ENTRY PORTAL DETAILS A.1.500 STOREFRONT SECTIONS A.1.501 STOREFRONT SECTIONS A.1.510 STOREFRONT SECTIONS DETAILS A.1.600 INTERIOR ELEVATIONS A.1.700 PREFAB PILASTER DETAILS A.1.701 PREFAB PILASTER DETAILS A.1.710 COLUMN AND MISCELLANEOUS DETAILS A.1.720 FITTING ROOM ELEVATIONS $ DETAILS A.1.730 DOOR ELEVATIONS 4 DETAILS A.1.731 DOOR ELEVATIONS 4 DETAILS A.1.740 PREFAB. DISPLAY CASE ASSEMBLY 'A' DETAIL A.1.741 PREFAB. DISPLAY CASE ASSEMBLY 'B' DETAI A.1.743 PREFAB. DISPLAY CASE ASSEMBLY 'D' DETAIL - A.1.800 SIGN SWOP DRAWINGS A.1.50I SIGN SHOP DRAWINGS A.1.g00 SHELVING DETAILS A.1.901 SHELVING DETAILS A.1.g10 STOCKROOM FIXTURE DETAILS A.1.g20 SALES AREA /F. RM. FIXTURE DETAILS A.1.q30 AUDIO/VIDEO DETAILS A.1.q40 CASH AND WRAP DETAILS A.1.941 CASH AND WRAP DETAILS ELECTRICAL E.0.010 ELECTRICAL SPECIFICATIONS E.0.100 ELECTRICAL REFLECTED CEILING PLAN E.0.200 ELECTRICAL FLOOR PLAN E.0.300 ELECTRICAL NOTES AND SCHEDULES E.0.400 CALL BUTTON DETAILS MECHANICAL M.0.010 MECHANICAL SPECIFICATIONS M.0.011 MECHANICAL SPECIFICATIONS M.0.020 MECHANICAL CALCULATIONS M.0.100 MECHANICAL PLAN M.0.200 MECHANICAL DETAILS PLUMBING P.0.100 PLUMBING SPECIFICATIONS 4 DETAILS FIRE PROTECTION (SPRINKLER) FP.0.100 FIRE PROTECTION PLAN $ DETAILS ENERGY MANAGEMENT SYSTEM T.O.00I EMS COVER SHEET T.0.I00 EMS FLOOR PLAN /EMS DATA LINK T.0.200 RISER DIAGRAM DETAIL T.0.300 INTERFACE PANEL T.0.400 HVAC CONTROLLER INPUT DETAILS T.0.500 HVAC CONTROLLER DETAILS OUTPUTS T.0.600 GE SOFTW1RED CONTACTOR PANEL T.0.700 SOFTWIRING DETAILS /SCHEDULES T.0.300 CO2, HUMIDITY, 4 PIR WIRING DETAILS C�h rrt Z Ez4 WO 0 U E O M • M-y v U N N ° CC! ct ci) L.) °\ =� N N X00 ry w H 0 7- O° Cr) N REGISTERED AR " KENNETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 z 0 EI z a WF- o >0 (0 (u V 0- Store No. 47 Drawn by: Approved Drawing No. A.0.001 C•1 0 TURN OVER REQUIREMENTS 1. THE CONTRACTOR IS TO ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING ALL OWNER PROVIDED SUBCONTRACTORS. BOTH ITEMS TO 8E MOUNTED IN SEPARATE PICTURE FRAMES (8 1/2" x IV') ON TOILET ROOM PARTITION, ADJACENT TO DOOR AT 5' -0" A.F.F. TO BOTTOM OF FRAME AND ONE COPY OF EACH SHOULD GO TO TENANT'S DIRECTOR OF CONSTRUCTION. 2. PRIOR TO STORE OPENING, THE CONTRACTOR I5 TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. CONTRACTOR IS TO PROVIDE THE LANDLORD AND TENANT WITH A COPY OF THE BALANCE REPORT. 3. IF REQUIRED BY LANDLORD, CONTRACTOR SHALL SECURE THE NECESSARY APPROVAL OF STORES SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. 4. TURN OVER ALL KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR IDENTIFICATION. 5. EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. 6. INSTALL REMAINING OWNER SUPPLIED FIXTURES AND HARDWARE ARRIVING ON MERCHANDISE TRUCK. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE TRASH CONTAINER FOR ALL INITIAL MERCHANDISE PACKING PRIOR TO STORE OPENING. 8. G.C. SHALL REMOVE ALL EXCESS BUILDING MATERIALS FROM SITE PRIOR TO STORE OPENING. GENERAL CEILING NOTES 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSIONS SYSTEM, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWING. 2. PROVIDE CEILING ACCESS PANELS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. 3. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED DRYWALL AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 4. NOTIFY TENANT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURE, I4VAC, AND /OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING LOCATIONS AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE TENANT PRIOR TO FRAMING. 5. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL APPLICABLE NEW PLUMING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. 6. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE OILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPLETION. 7. INSTALL THE SUSPENDED CEILING ACCORDING TO THE RECOMMENDATIONS OF THE CEILING SYSTEM MANUFACTURER. 8. CONTRACTOR SHALL PROVIDE ALL LATERAL BRACING, COMPRESSION STRUTS AND HOLD -DOWN CLIPS, AS REQUIRED 8Y THE GOVERNING JURISDICTION, FOR ALL SUSPENDED CEILING AND SOFFIT FRAMING CONDITIONS. q. VERIFY ABILITY OF EXISTING STRUCTURE ABOVE TO SUPPORT THE NEW SUSPENDED CEILING SYSTEM AND INCLUDED EQUIPMENT. 10. INSTALL ADDITIONAL BACKING PLATES/BLOCKING AND SUSPENSION WIRES AT ALL EQUIPMENT ATTACHED DIRECTLY TO THE NEW SUSPENDED CEILING SYSTEM AND NOT INDIVIDUALLY SUPPORTED OTHERWISE. GENERAL NOTES 1. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S/TENANT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEE SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL SE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 2. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE FOR WHATEVER REASON UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. 4. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE TENANT, FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 5. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 6. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF THE CONTRACTOR'S PUNCH -LIST THE TENANT SHALL PREPARE A PUNCH -LIST OF CORRECTIONS, UNSATISFACTORY AND /OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR AGREEMENT. 7. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED, MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS U.O.N. 8. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATIONS SY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS. q. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OR WORK AND THE TENANT'S SPACE. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSED SY HIM OR HIS SUBCONTRACTORS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. ALL ON -SITE MATERIAL STORAGE SHALL BE INSIDE THE DEMISED PREMISES. 11. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECT THE SCOPE OF WORK THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT DRYWALL OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 12. THE ARCHITECT/TENANT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE J05 SITE IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION OR DEMOLITION, STOP WORK AND CONTACT TENANT FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 13. ALL REQUIRED EXITS SHALL BE OPERABLE FROM INSIDE, WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE. 14. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TOP RAIL STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE TO BE OF THE TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. GENERAL NOTES (CONT') 15. ALL ROOF DECK PENETRATIONS AND EXTERIOR WALL OPENINGS SHALL BE GUARANTEED BY THE CONTRACTOR TO BE WATERTIGHT FOR A MINIMUM PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF ALL WORK UNDER THIS CONTRACT. 16. SEALANT, CAULKING AND FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE NOT INTENDED TO BE INCLUSIVE. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND STANDARD INDUSTRY AND BUILDING PRACTICES. 17. ALL CONCEALED SPACES CREATED BY FURRING BEHIND BUILT -IN CASE WORK AND PANELING SHALL HAVE FIRE BLOCKING (MINERAL FIBER OR APPROVED ALTERNATE) SO THAT NO VOID EXCEEDS 10' VERTICALLY OR HORIZONTALLY. 18. FIRE BLOCKING SHALL BE INSTALLED IN CONCEALED SPACES FORMED BY FLOOR SLEEPERS IN AREAS OF NOT MORE THAN 100 SQUARE FEET. 1q. ALL BUILT -IN CASES AND PANELING SHALL MEET A MINIMUM CLASS III FLAME SPREAD (76 -200 FLAME SPREAD INDEX). PLYWOOD SHALL BE STAMPED WITH UL LABEL. 20. CONTRACTOR SHALL LEAVE PREMISES AND ALL AFFECTED AREAS CLEAN AND \ORDERLY, READY FOR OCCUPANCY. THIS INCLUDES CLEANING OF ALL GLASS (INSIDE AND OUTSIDE) AND FRAMES, BOTH NEW AND EXISTING. 21. ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL, WORKMANLIKE MANNER AND SHALL CONFORM TO ALL STATE, FEDERAL, AND LOCAL CODES. INDUSTRY ORGANIZATION STANDARDS, OR AS REQUIRED BY LANDLORD. OTHERWISE CONTRACTOR WILL HE HELD LIABLE TO CORRECT ANY MISTAKES NOT COMPLYING TO THESE CODES AND ORGANIZATIONS AS MENTIONED. 22. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ONE COMPLETE COPY OF THE CURRENT SPECIFICATIONS AND ALL ADDENDA MUST BE KEPT AT THE J0B AT ALL TIMES. NO EXTRAS OR EXTENSIONS WILL BE GRANTED FOR FAILURE TO FOLLOW THE SPECS. 23. AS A GENERAL RULE, DIMENSIONS ARE TAKEN FROM MAJOR SURFACES OR PANEL SURFACES, NOT FROM THE PROJECTIONS OF MOLDINGS APPLIED TO THE SURFACE OR EDGE. MOLDING PROJECTIONS VARY, BUT MOST ARE 1/4" TO 3/8" BEYOND THE FACE. 24. ALL BLOCKING ABOVE CEILING OR IN PARTITIONS SHALL BE 'NONCOMBUSTIBLE' APPLY 'FLAMORT' FIRE RETARDANT COATINGS WHERE NECESSARY TO MEET CODES OR LANDLORD REQUIREMENTS - SEE SPECIFICATIONS. 25. THIS CONTRACTOR SHALL MAINTAIN ALL FIRE RATINGS AS REQUIRED SY CODES. BY THE LANDLORD AN HIS FIRE UNDERWRITER. 26. STRUCTURAL FRAMING MEMBERS FOR THE STOREFRONT AND INTERIOR AREAS SHALL BE LOAD BEARING STUDS. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD ON LOCATIONS, WEIGHT, AND METHOD OF ATTACHMENT OF ALL LOADS IMPOSED ON THE OVERHEAD STRUCTURE. ANY FIREPROOFING THAT I5 DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION. 27. ALL NAIL, SCREW, AND FASTENER HOLES SHALL BE FILLED AND SANDED SMOOTH, READY FOR PAINTING JOINTS IN MATERIAL SHALL BE KEPT TO A MINIMUM AND SHALL BE AT CORNERS WHEN POSSIBLE JOINTS IN EXPOSED FACES SHALL BE TIGHT AND FLUSH JOINTS SHOULD BE PLANNED TO FALL BEHIND MOLDING. ALL EXPOSED JOINTS SHALL BE FILLED AND SANDED. 28. ALL OUTSIDE CORNERS WHICH ARE VISIBLE AND ARE NOT COVERED BY MOLDINGS. SHALL BE MITERED, TRUE AND TIGHT, EXPOSED EDGES OF PLYWOOD SHALL NOT SE PERMITTED. 2q. THIS CONTRACTOR SHALL COORDINATE ALL WORK ON THE SIGN AND SIGN LIGHTING WITH E.C. AND TENANT. THE SIGN WILL BE FURNISHED BY TENANT, SAFE HANDLING, STORAGE AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE G.G. REPAIR OF ANY DAMAGE TO THE SIGN. WILL BE UNDER THE DIRECTION OF TENANT AT THE G.C.'S EXPENSE. 30. THE G.C. SHALL COORDINATE THE PAINTING OF THE LIGHTING FIXTURES AND OTHER SPECIAL EQUIPMENT DETAILED IN THE FINISH SCHEDULE SEE ALL SPECS. 31. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD (AND OTHERS AS REQ'D.) FOR THE ERECTION OF BARRICADES, MOVEMENT OF MATERIALS, TRASH REMOVAL. 32. TENANT SHALL FURNISH WOOD FLOORING, SIGN, LIGHT FIXTURES, DECALS, DETEX ALARM, SLOTTED STANDARD IN METAL STUD ASSEMBLY AND MILLWORK PACKAGE ALL OF WHICH ARE TO BE INSTALLED BY THE CONTRACTOR. 33. THIS CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR ALL FINISHED FLOORS DURING CONSTRUCTION, IN PARTICULAR ALL FLOORS SHALL BE PROTECTED AS FOLLOWS PRIOR TO THE ARRIVAL OF STORE FIXTURES, WOOD FLOORS SHALL BE COVERED COMPLETELY WITH 70 LB. KRAFT PAPER. CARPET SHALL BE COVERED WITH 4 MIL VISQUEEN CERAMIC TILE SHALL BE COVERED WITH 1/4" PLYWOOD. 34. TENANT SHALL FURNISH, PRIOR TO OPENING, ABC TYPE FIRE EXTINGUISHERS OF SIZE REQUIRED BY LOCAL CODES. 35. IF APPLICABLE, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND THE LANDLORD THE LOCATION AND SIZE OF RETURN AIR OPENINGS IN THE DEMISING WALLS ABOVE THE CEILING THIS CONTRACTOR SHALL PROVIDE A REAMING SECURITY SCREEN OVER THESE OPENINGS OF 1"x1" WIRE MESH. 36. THE GENERAL CONTRACTOR SHALL FIELD MEASURE THE LEASED PREMISES AND PROVIDE TENANT A DRAWING WITH ACCURATE ACTUAL DIMENSIONS, PARTICULARLY VERIFY DIMENSIONS IN THE AREA OF THE STOREFRONT. NOTIFY TENANT OF ANY DISCREPANCIES AND PROBLEMS THAT MAY OCCUR IMMEDIATELY. 37. THIS CONTRACTOR SHALL PROVIDE EXPANSION JOINTS IN THE HARDWOOD FLOOR STOREFRONT, WALLS ETC. AS SHOWN OR REQUIRED EXPANSION JOINT IN HARDWOOD FLOOR 514ALL BE THE RUBBER OR NEOPRENE TYPE, SET FLUSH WITH THE HARDWOOD FLOOR IN EITHER SIDE. 38. FURRING CHANNELS SHALL BE GALVANIZED, METAL STUDS SHALL BE 20 GAUGE MIN. GALVANIZED STEEL WITH MATCHING TRACKS IN WIDTHS AS SHOWN ON THESE DRAWINGS. USE MINIMUM 20 GAUGE (OR AS INDICATED) LOAD BEARING METAL STUDS WHERE INDICATED. METAL 'C' JOISTS SHALL BE 14 GAUGE WITH APPROPRIATE CONNECTORS AND FASTENERS. WELD CONNECTIONS AS INDICATED OR REQUIRED 3q. IF EXISTING G.C. SHALL REPAIR ANY FIRE PROOFING ON EXISTING STRUCTURAL STEEL MEMBERS WHETHER IT BE SPRAY -ON OR OTHER. 40. PRIOR TO BID SUBMISSION AND COMMENCEMENT OF WORK, THE G.C. SHALL MAKE A SITE VISIT TO THE EXISTING SPACE TO REVIEW DEMOLITION /SALVAGE REQUIREMENTS. COORDINATE ALL DEMOLITION WITH TENANT'S MANAGER OF CONSTRUCTION AND LANDLORD'S FIELD REPRESENTATIVE. 41. NOTHING SHALL BE ATTACHED TO OR SUSPENDED FROM ROOF DECK ABOVE. G.C. SHALL BRACE/SECURE FROM TOP CHORD OF JOIST OR STRUCTURAL STEEL ONLY. DEFINITIONS TENANT - AMERICAN EAGLE OUTFITTERS, INC. G.C. - GENERAL CONTRACTOR LANDLORD - MALL'S LANDLORD NOTE: THE USE OF CONTRACTORS SHALL SE DICTATED BY THE TERMS AND CONDITIONS OF THE LEASE AGREEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION RESPONSIBILITY SCHEDULE N DESCRIPTION 0 a z w FURNISHED INSTALLED CD z N 15 z w t- U REMARKS 01 GENERAL REQUIREMENTS BARRICADE CLEAN UP CONSTRUCTION GRAPHICS INSPECTION / COORDINATION INSURANCE J0B PHONE PERMITS AND FEES STORE PHOTOS SEE NOTE THIS SHEET TEMPORARY ELECTRIC TEMPORARY ENCLOSURE TEMPORARY HEAT 02 SITE WORK INCLUDES NOISE / DUST PROTECTION CORE DRILL/TRENCH SLAB DEMOLITION SIDEWALK • 0 0 MISC. SITE WORK 03 CONCRETE SLAB 0 CONCRETE REINFORCEMENT CONCRETE SLAB CONCRETE SLAB REPAIR 0 INCLUDES LEVELING AND PATCHING AS REQUIRED EXPANSION JOINT MATERIAL MISC. CONCRETE WORK • 0 SAW CUTS AS REQUIRED, BY G.C. 04 MASONRY BRICK CONCRETE BLOCK PLASTER QUARTZITE STONE TILE 0 0 0 0 0 BRICK VENEER (IF APPLICABLE) INCLUDES DEMISING WALL REPAIR PLASTER FINISH (IF APPLICABLE) QUARTZITE VENEER (IF APPLICABLE) STONE VENEER (IF APPLICABLE) COMMERCIAL GRADE CERAMIC TILE AT TOILET ROOM BY G.C. MISC. MASONRY WORK 05 METALS FRAMING FOR DRYWALL CEILINGS /SOFFITS METAL FIXTURES / ACCESSORIES METAL STUDS DEMISING PARTITIONS FURRING 0 METAL STUDS ONLY, IF NOT EXISTING INTERIOR PARTITIONS ROOF TOP FRAMING FOR HVAC STOREFRONT FRAMING STRUCTURAL STEEL SUSPENDED CEILING GRID SYSTEM MISC. STRUCTURAL FRAMING /METAL 06 CARPENTRY BLOCKING (F.R.T. AS REQUIRED) PLYWOOD (F.R.T. AS REQUIRED) 0 MOUNTING NAILERS FURNISHED BY TENANT PLYWOOD AT STOREAGE DECK FURNISHED BY TENANT PREFABRICATED FITTING ROOM PARTITIONS PREFABRICATED MILLWORK COMPONENTS MISC. CARPENTRY 0 07 THERMAL / MOISTURE PROTECTION CAULKING INSULATION SEALANTS 0 VAPOR BARRIER(S) WATERPROOFING MISC. THERMAL / MOISTURE PROTECTION 05 DOORS ENTRY DOOR / GRILLE STOCK ROOM DOOR SERVICE DOOR 0 DOOR GLAZING BY G.C. FITTING ROOM DOOR DOOR HARDWARE Oq FINISHES BASE 0 BRICK / STONE METAL BASE VINYL COVE 0 WOOD BASE $ SHOE CEILING ACOUSTIC TILE GYPSUM BOARD PAINT 0 0 0 WOOD PLANKS / CEILING BEAMS FLOOR CARPETING CERAMIC / PORCELAIN TILE CONCRETE 0 0 0 HARDWOOD FLOORING LAMINATE FLOORING MALL TILE / FLOORING FINISHED BY G.C. REFER TO FINISH SCHEDULES COORDINATED BY G.C. COORDINATED BY G.C. AS REQUIRED RESILIENT VINYL FLOORING TRANSITION STRIP TRAVERTINE / STONE TILE WALLS BRICK / STONE CERAMIC / PORCELAIN TILE FABRIC COVERINGS GYPSUM BOARD METAL PANELS PAINT 0 0 0 COMMERCIAL GRADE CERAMIC TILE AT TOILET ROOM 0 WALL PAPER / SPECIAL GRAPHICS 0 0 WOOD PLANKS / MILLWORK PANELS 10 SPECIALTIES $ EQUIPMENT AUDIO / VIDEO SYSTEM • FIRE EXTINGUISHERS (2A1OBC) MIRROR GLASS SIGNAGE 0 COORDINATED BY G.C., INSTALLED BY A/V CONSULTANT COORDINATE LOCATIONS WITH FIRE MARSHAL 0 SUPPLIED BY SIGN CONSULTANT STOREFRONT ALUMINUM STOREFRONT SYSTEM STOREFRONT GLASS GLASS CLIPS •! 0 STOREFRONT MATERIALS /FINISHES WINDOW DECALS 0 0 TOILET ROOM ACCESSORIES 11 FURNISHINGS STOCK ROOM SHELVING 0 MILLWORK FIXTURES / FURNITURE MISC. FURNITURE 12 REFER TO MECHANICAL DOCUMENTS FOR RESPONSIBILITY INFORMATION 13 ELECTRICAL REFER TO ELECTRICAL DOCUMENTS FOR RESPONSIBILITY INFORMATION 14 TOILET ROOM FIXTURES REFER TO TOILET ROOM DETAILS ('A.0.110' DRAWING SERIES) FOR RESPONSIBILITY INFORMATION FFR- 0-2 2012 1 UttithR c�h Zt 401-1 rzO 44 L) E-i EF" ms E-{ Hnl W PC-,-d M V TD cd '4 N ^N w88Od- C.) T. cief)11, czt czto, c7)up-, N X00 � PC1 t1 M 0 N t 4405 REG1$JERED AR HITECT KENNETH L. BUTTS STATE OF WASHINGTO t JAN 24 2012 111 cr) Q z<g-11-4f I U > 26-I 0 J �s Z i U) per/ i :1<t. w0Z <C � 12 Store No. 478 Drawn by: Approved Drawing No. A.O.O1O s WOOD FINISHES TYPE DESCRIPTION LOCATION PROFILE FLAME SPREAD [WD -le] 3/4" [ig] THICK, SOLID STOCK 142 COMMON PAINT GRADE YELLOW POPLAR AT WOOD DESIGNATED TO BE PAINTED, TIGHT KNOTS AND CHECKING DESIRABLE, SURFACED 2 SIDES ' UNSANDED. ENTIRE STORE (SIZES CONFIGURATIONS VARY) VARIES CLASS C FLAMESPREAD (175) [FC -2e] EXPOSED CONCRETE /PLYWOOD - PAINT [P-6e] ; �'t � r CWD -2a] „ 1/8" 5/8 [16] - MEDIUM DENSITY FIBERBOARD (MDF) PREPRIMED. PREROUTED 1/S [3] W x 1/8" [5] D SLOTS AT 40 [102] 0.C. WALL PANELS MILLWORK DISPLAY CASES AS ' INDICATED 4' not] FLAMESPRSEAD (120) � '� •• _. •• _' - _. •• _ •• _.' •• _' _ _ �_ _- ... www. � [WD -3e] 5/8" [16] - MEDIUM DENSITY FIBERBOARD (MDF) PREPRIMED. MILLWORK, TRANSOM DISPLAY CASES STOCK ROOM, EGRESS CORRIDOR AND TOILET ROOMS) CLASS C FLAMESPREAD (120) 8...)1r1 ASTM E 648 CLASS A FLAMESPREAD [1,4D-46] 5/8" [16] "ARCHITECTURAL GRADE" (WHITE OAK VENEERED) MEDIUM DENSITY FIBERBOARD (MDF) PREROUTED 1/8" [3] W x 1/8" [3] D SLOTS AT 6" [152] 0.C. (BY MILLWORK SUPPLIER) (FIELD CUT AS REQUIRED) FAUX d DISPLAY CASES (STAINED) [t52] CLASS C FLAMESPREAD (120) 1 FLAMESPREAD - - - - - - - - _ = DOOR MIRROR(5) [WD-5e] 3/4" C1g] THICK, SOLID STOCK WHITE OAK, TIGHT KNOTS AND CHECKING DESIRABLE, SURFACED 2 SIDES, SANDED FAUX $ DISPLAY CASES (STAINED) [8 -5e] VARIES SALES, VESTIBULES) FITTING ROOM(S) AND PASSAGE AREAS CLASS C FLAMESPREAD (100) '� :.. �� �j- <- .. [WD -6e] 1/2" [13] "ARCHITECTURAL GRADE" (HICKORY VENEERED) MEDIUM DENSITY FIBERBOARD (MDF) 6" [152] PLANKS WITH 1/16" [2] GROOVES. (BY MILLWORK SUPPLIER) (FIELD CUT AS REQUIRED) WALL PANEL, VESTIBULE, PASSAGE, FITTING ROOMS 6' [152] CLASS C FLAMESPREAD (120) 'r ?t ' , 1 _ _ _ _ _ -.- . _.•• . _: • .:: • .:: • .:.•• .: •• . _.•• . _: • 3/4" [1g] x g" [22g] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD -le] W/ CHAMFERED EDGE. FURNISHED BY TENANT, INSTALLED BY G.C. [WD-7e] VENEERED LAMINATE CEILING SYSTEM (5" [127] .6mm ECO CLIQUE FLAT WHITE %7 SHEEN) (PREFINISHED) INSTALLED OVER 5/8" DRYWALL. FURNISHED BY TENANT, INSTALLED BY G.C., G.C. SHALL COORDINATE. SELECT SALES AREA CEILINGS '° ° 5' n27] ASTM E 648 CLASS A FLAMESPREAD ,� ,� - - _ g [WD-8e] 5/8" [16] (HICKORY VENEERED) PLYWOOD BY MILLWORK SUPPLIER (FIELD CUT AS REQUIRED) ENTRY PORTAL (STAINED) ir CLASS C FLAMESPREAD (175) '°`°�_ 3/4" [1q] x 4" [102] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD-le]. FURNISHED BY TENANT, INSTALLED BY G.C. .. . . � ■ _ _ _ _ _ ALL CWD -10], [WD-2a], [WD -303 CWD -4a] AND CWD -5a] MATERIALS CLASS C (175) CWD —qe] 3/4" [Ig] THICK, SOLID STOCK HICKORY, TIGHT KNOTS DESIRABLE, SURFACED 4 SIDES, SANDED ENTRY PORTAL STAINED _4 "FLAMESPREAD [P-25e] / VARIES STRUCTURAL COLUMNS STOREFRONT CLASS C FLAMESPREAD (120) [B -8e] NOMINAL 24" [610] x24" [610] 'SILVER LAKE' PORCELAIN TILE WITH 1/8" [6] WIDE SUMMITVILLE #562 NATURAL 5 -710 POLYCHROMES SANDED GROUT JOINTS, FURNISHED BY TENANT, INSTALLED BY G.C. ° --- ---__./--] 24' [610] CWD -10a] 5/8" [16] MEDIUM DENSITY FIBERBOARD (MDF). 8" [203] WIDTH BOARDS WITH 1 /8" [3] GROOVES. PREPRIMED. HORIZONTAL STOREFRONT APPLICATION 8' CLASS C FLAMESPREAD (120) 4" [102] HIGH WHITE, COMMERCIAL GRADE CERAMIC SANITARY COVE BASE WITH WHITE GROUT. FURNISHED AND INSTALLED BY G.G. m -��] _ _ _ _ _ 4' [102] [4D -11e] 1/2" [13] "ARCHITECTURAL GRADE" (HICKORY VENEERED) MEDIUM DENSITY FIBERBOARD (MDF) 8" [203] PLANKS WITH 1/16" [2] GROOVES BY MILLWORK SUPPLIER (FIELD CUT AS REQUIRED) STOREFRONT X ' 7 8' [203] CLASS C 'i = N.,' _ _ _ _ _ _ _ _ . • -• • -• •: [ND -12e] 3/4" [iq] MEDIUM DENSITY FIBERBOARD (MDF) PREPRIMED. INTERIOR CEILING TRIM (SIZES $ CONFIGURATIONS VARY) . CLASS C FLAMESPREAD (120) •: - - CWD -13a] 1/4" [6] "ARCHITECTURAL GRADE" (HICKORY VENEERED) PLYWOOD (MDF) BY MILLWORK SUPPLIER (FIELD CUT AS REQUIRED) LIGHT SAR CLASS C FLAMESPREAD (120) `I, [1,4D-14e3 5/8" [I6] SOLID STOCK WHITE OAK, SURFACED 1 SIDE. 8" [203] WIDTH BOARDS WITH 1/8" [3] GROOVES. PREPRIMED. HORIZONTAL STOREFRONT APPLICATION 8' [2031 CLASS C FLAMESPREAD (120) ,r ; • - ... • . _ [WD-15e] 5/8" [16] "EXTERIOR GRADE" (WHITE OAK VENEERED) PLYWOOD 8Y MILLWORK SUPPLIER (FIELD CUT AS REQUIRED) ENTRY PORTAL (STAINED) CLASS C FLAMESPREAD (175) an NA N. N_ N_ N. N. N'_ `._ CWD -16e] 3/4" [1q] THICK, SOLID STOCK WHITE OAK, TIGHT KNOTS DESIRABLE, SURFACED 4 SIDES, SANDED ENTRY PORTAL, STAINED VARIES CLASS C FLAMESPREAD (120) �i-/ CND -17e] 3/8" [10] THICK SHIPLAP PLANKS, SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR TIGHT KNOTS AND CHECKING DESIRABLE. STOREFRONT, VESTIBULE, PASSAGE 4' [102] CLASS C FLAMESPREAD (175) �� p .A_. C1"D -18e] 5/8" [16] "ARCHITECTURAL GRADE" MEDIUM DENSITY FIBERBOARD (MDF) PREPRIMED WITH PREMACHINED "BEADBOARD" LOOK BY MILLWORK SUPPLIER. (FIELD CUT AS REQUIRED) SALES AREA DISPLAY CASES AS INDICATED 2" [51] 2' [51] CLASS C FLAMESPREAD (120) ,� - _ - _ - ` _ - _ - _ CW ® -i�le] SOLID STOCK WESTERN RED CEDAR TIGHT KNOTS AND CHECKING DESIRABLE, SURFACED 2 SIDES, UNSANDED. EXTERIOR STOREFRONT TRIM (SIZES r� CONFIGURATIONS VARY) VARIES CLASS B FLAMESPREAD (70) '� 'i Awu �r�..%/ -� [WD -20e] 3/8" [10] THICK SHIPLAP PLANKS, SOLID STOCK WESTERN RED CEDAR, TIGHT KNOTS AND CHECKING DESIRABLE. EXTERIOR STOREFRONT 4 [102] CLASS B FLAMESPREAD (70) --- 7 ---L [WD -21e] 5/8" [I6] - MEDIUM DENSITY FIBERBOARD (MDF) PREPRIMED. PREROUTED 1/8" [3] W x 1/S" [3] D SLOTS AT 6" 052] 0.C. FAUX $ DISPLAY CASES 6' [t52] CLASS C 120 FLAMESPREAD (120) _:.. _.. _ _ - ._.. _ ..__.._.._•.._ BASE MATERIAL TYPE DESCRIPTION LOCATION PROFILE FLAME SPREAD CB -1a] n n 3/4 Ciq] x 6 [152] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD-1e]. FURNISHED BY TENANT, INSTALLED BY G.C. SALES, VESTIBULE(S) FITTING ROOM(5) AND PASSAGE AREAS e' nom] CLASS C FLAMESPREAD (175) [FC -2e] EXPOSED CONCRETE /PLYWOOD - PAINT [P-6e] 4 MIMIa , PROFILE VARIES CLASS A FLAMESPREAD CB -2e] 1/4" [6] x 1 1/2" [38] SOLID STOCK WHITE OAK [WD -5a]. FURNISHED BY TENANT, INSTALLED BY G.C. FREE STANDING DISPLAY CASES AS INDICATED ° ASTM E 648 CLASS A FLAMESPREAD CLASS C FLAMESPREAD (175) f � f www. � [FC -4e] [8 -3e] 4" [102] HIGH BLACK VINYL COVE BASE FURNISHED AND INSTALLED BY G.C. STOCK ROOM, EGRESS CORRIDOR AND TOILET ROOMS) ASTM E 648 CLASS A FLAMESPREAD 4' [102] ASTM E 648 CLASS A FLAMESPREAD E'7. J CFC -5e] [13-4e] 3/4" [lq] X 3/4" C1g3 SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD -ie] QUARTER ROUND BASE SH0E. FURNISHED 8Y TENANT, INSTALLED BY G.G. BASE SHOE 1 FLAMESPREAD CLASS C FLAMESPREAD (175) DOOR MIRROR(5) °� f [FC -6e] [8 -5e] 3/4 " Clq] x 5 1/2 " [I40] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD-1e] W/ CHAMFERED EDGE. FURNISHED 8Y TENANT, INSTALLED BY G.G. SALES, VESTIBULES) FITTING ROOM(S) AND PASSAGE AREAS r nq] CLASS C FLAMESPREAD (175) CLASS A FLAMESPREAD .. _ _ _ - i`?= . 0403 TOILET ROOMS O *. ASTM E 648 CLASS A FLAMESPREAD ?t ' , 1 [B -6e] 3/4" [1g] x g" [22g] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD -le] W/ CHAMFERED EDGE. FURNISHED BY TENANT, INSTALLED BY G.C. PILASTER(S), COLUMN(S) AS INDICATED [w� '� CLASS A FLAMESPREAD CLASS C FLAMESPREAD (175) [P-20e] — ALL WOOD MATERIALS TO BE PAINTED ENTIRE STORE U.O.N. ONE (1) COAT, SPRAY APPLIED _ g rev ` ∎.. ir ® ® ® ® ® ® ®`∎ CB -7e] 3/4" [1q] x 4" [102] SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR [WD-le]. FURNISHED BY TENANT, INSTALLED BY G.C. SALES, VESTIBULE(S), FITTING ROOM(S) AND PASSAGE AREAS SHERWIN WILLIAMS FLAME CONTROL N0. 20 -20 INTUMESCENT FIRE RETARDANT PAINT (OR APPROVED EQUAL) FIRE HAZARD CLASSIFICATION - ASTM E -84 (NFPA 255) CLASS "A" FLAME SPREAD 10; ALSO UP TO 30 MIN. (I /2 HOUR) PER NFPA 703 4 BOCA 1702 -4.1. ALL CWD -10], [WD-2a], [WD -303 CWD -4a] AND CWD -5a] MATERIALS CLASS C (175) G.C. SHALL APPLY (1) COAT CP -20e] TO SURFACE. G.C. SHALL SPRAY APPLY SHERWIN WILLIAMS ULTRACRETE (TEXTURED MASONARY TOPCOAT) FINE #A441,4800. FINISH WITH (2) COATS [P-8e3 _ `-"[ -`-, SALES AREA EXPOSED CONCRETE FLOOR _4 "FLAMESPREAD [P-25e] / SHERWIN WILLIAMS XIM 400 PRIMER SEALER STRUCTURAL COLUMNS STOREFRONT .I [B -8e] NOMINAL 24" [610] x24" [610] 'SILVER LAKE' PORCELAIN TILE WITH 1/8" [6] WIDE SUMMITVILLE #562 NATURAL 5 -710 POLYCHROMES SANDED GROUT JOINTS, FURNISHED BY TENANT, INSTALLED BY G.C. STOREFRONT 24' [610] CLASS A FLAMESPREAD [B -ge] 4" [102] HIGH WHITE, COMMERCIAL GRADE CERAMIC SANITARY COVE BASE WITH WHITE GROUT. FURNISHED AND INSTALLED BY G.G. PUBLICLY ACCESSIBLE TOILET ROOM(S) 4' [102] CLASS A FLAMESPREAD Ae* X ' 7 F ATER AL LEGE \ED FLOOR FINISHES TYPE DESCRIPTION LOCATION PROFILE FLAME SPREAD [FC -ie] EXPOSED CONCRETE SLAB: TO 8E GROUND 4 POLISHED BY TENANT - COORDINATED BY G.C. IF EXISTING SLAB IS DEEMED UNSUITABLE TO YIELD A SATISFACTORY FINISH, THEN A CONCRETE TOPPING SHALL BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS. COORDINATE WITH TENANT FIELD REP. AS INDICATED (SEE FLOOR FINISH PLAN) PROFILE VARIES CLASS A FLAMESPREAD [FC -2e] EXPOSED CONCRETE /PLYWOOD - PAINT [P-6e] STOCK ROOM, EGRESS CORRIDOR PROFILE VARIES CLASS A FLAMESPREAD [FC -3e] VENEERED LAMINATE FLOOR SYSTEM (4" 11273 KULTUR, SUNSET MAPLE ECO- CLIQUE - 30% SHEEN) (PREFINISHED) INSTALLED OVER FOAM PAD. FURNISHED AND INSTALLED BY TENANT, G.C. SHALL COORDINATE. SALES AREA AS INDICATED 4' n02] ASTM E 648 CLASS A FLAMESPREAD - IIE— '� ''��r::�:�r� - �.r.�.:�.r.�.r.�•�:�•�.. - -, EXTERIOR/INTERIOR METALS AS INDICATED [FC -4e] VENEERED LAMINATE FLOOR SYSTEM (4" [127] KULTUR, FLAT OAK NATURAL ECO- CLIQUE - 7% SHEEN) (PREFINISHED) INSTALLED OVER FOAM PAD. FURNISHED AND INSTALLED BY TENANT, G.C. SHALL COORDINATE. SALES AREA AS INDICATED 4' n023 ASTM E 648 CLASS A FLAMESPREAD _ "`� • -.: - :::::::::: :: : : :: -� EM-6e] CFC -5e] NOMINAL 12" [305] x 24" [610] 'SILVER LAKE' PORCELAIN TILE WITH 1/8" [3] WIDE SUMMITVILLE #562 NATURAL S -710 POLYCHROMES SANDED GROUT JOINTS, FURNISHED BY TENANT, INSTALLED BY G.C. SALES AREA _ 12' [305] / [24' [610] 1 FLAMESPREAD CLASS A FLAMESPREAD DOOR MIRROR(5) TWO (2) COATS, SPRAY APPLIED OVER [P -20e] f [FC -6e] NOMINAL 24" [610] x 24" [610] 'SILVER LAKE' PORCELAIN TILE WITH 1/8" [3] WIDE SUMMITVILLE #562 NATURAL S -710 POLYCHROMES SANDED GROUT JOINTS, FURNISHED BY TENANT, INSTALLED BY G.C. STOREFRONT 24' [610] STOREFRONT GLASS CLASS A FLAMESPREAD u CLASS A FLAMESPREAD .. _ _ _ - EFC-7e] COMMERCIAL GRADE SHEET VINYL "WHITE" OVER WATERPROOF MEMBRANE FURNISHED AND INSTALLED BY G.C. TOILET ROOMS O *. ASTM E 648 CLASS A FLAMESPREAD ?t ' , 1 CFC -8e] NOMINAL 16" [406] x 32" [813] 'ASH GREY MATTE' PORCELAIN TILE WITH 1/8" [3] WIDE SANDED GROUT JOINTS, FURNISHED BY TENANT, INSTALLED BY G.C. SALES AREA _ 16" [406] i 32' [8137 SHERWIN WILLIAMS SHER -CLEAR 1K ACRYLIC CLEAR COAT FLAT (866C385) MASK AND COVER ALL ADJACENT SURFACES, INCLUDING SIDEWALK PRIOR TO APPLICATION. CLASS A FLAMESPREAD u [P-20e] SHERWIN WILLIAMS PREPRITE CLASSIC INTERIOR LATEX PRIMER (8284101) ALL WOOD MATERIALS TO BE PAINTED ENTIRE STORE U.O.N. NOTE: G.C. SHALL APPLY 'TRUSTY -STEP' ANTI -SLIP FLOOR TREATMENT TO ALL EXTERIOR TILE (SCOF 6 .8 WET AND DRY) METAL FINISI -TES TYPE DESCRIPTION LOCATION PROFILE FLAME SPREAD [M -1e] HOT- ROLLED STEEL (MILL FINISH) CLEAN GROUND WELDS, NO HEAT MARKS, CLEAR MATTE POWDER COAT - TIGER 016 -00050 INTERIOR METALS AS INDICATED PROFILE VARIES CLASS A FLAMESPREAD [M -2a] BRUSHED COLD ROLLED STEEL 180 GRIT LINEAR BRUSHING NO HEAT MARKS CLEAN GROUND WELDS INTERIOR METALS AS INDICATED PROFILE VARIES CLASS A FLAMESPREAD CM -3e] COLD ROLLED STEEL 80 GRIT 'DUAL ACTION' ORBITAL SANDING, NO HEAT MARKS, CLEAN GROUND WELDS INTERIOR METALS AS INDICATED PROFILE VARIES CLASS A FLAMESPREAD [N -4e] ALUMINUM PREFINISHED WITH STEEL. METALLIC - PTS 3041 POWDER COAT FINISH FROM PERFORMANCE POWDERS EXTERIOR/INTERIOR METALS AS INDICATED PROFILE VARIES CLASS A FLAMESPREAD CM -5e] ALUMINUM WITH 80 GRIT DUAL ACTION ' ORBITAL SANDING, NO HEAT MARKS, CLEAN GROUND WELDS (CLEAR COAT) EXTERIOR METALS AS INDICATED PROFILE VARIES CLASS A FLAMESPREAD EM-6e] 3/4" Ciq] x 3/4" C1q] ALUMINUM REVEAL BLACK FINISH - FURNISHED AND INSTALLED BY G.C. (BLIND FASTENED) STOREFRONT [T -2e] ra 1 ' CLASS A FLAMESPREAD STAIN FINISi- ES TYPE DESCRIPTION LOCATION APPLICATION EST-le] CORONADO AQUA - PLASTIC URETHANE 70 -200 CLEAR DULL LIGHT STAINED WOOD AS INDICATED ONE (1) COAT, SPRAY APPLIED OVER LIGHTLY SANDED MATERIAL [ST -2e] 7 CHEMCRAFT L704374 HICKORY DARK STAIN (CUT BY 50 %) MEDIUM STAINED WOOD AS INDICATED ONE (1) COAT, WIPED ON, FOLLOWED BY CST -le] CEILING FINIS1-IES TYPE DESCRIPTION LOCATION . PROFILE FLAME SPREAD [CT -1e] USG 'ECLIPSE' CLIMAPLUS FIRECODE 2'X2' TEGULAR EDGE ACOUSTICAL TILE #7677q, COLOR WHITE; USG DONN CENTRICITEE DXLT SERIES NARROW PROFILE GRID, COLOR FLAT WHITE. NO SUBSTITUTIONS. USG STRATEGIC ACCOUNT QUOTE #E01401 8. CONTACT USG CUSTOMER SERVICE AT 1 -800- 0 -383q WITH QUESTIONS. q T � � IC80 #15 2244 $ Keg SALES, VESTIBULE, FITTING ROOM(S) AND PASSAGE AREAS [P-2e3 SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SENT -GLOSS (83142200 SERIES) SW #Ig00 'LUMINOUS WHITE' CLASS A FLAMESPREAD .. . CT -ie] [CT -2e] USG 'FISSURED' FIRECODE 2'X4' SQUARE EDGE ACOUSTICAL TILE #586, COLOR WHITE; USG DONN DXL SERIES STANDARD PROFILE GRID, COLOR FLAT WHITE. STOCK ROOM MIRRORS) Al, CLASS A FLAMESPREAD jj ;" ' }l CLASS A FLAMESPREAD MASONRY FINIS1-IES TYPE DESCRIPTION LOCATION PROFILE TYPE DESCRIPTION LOCATION STOREFRONT GLASS_ [P-2e3 SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SENT -GLOSS (83142200 SERIES) SW #Ig00 'LUMINOUS WHITE' PROFILE FLAME SPREAD CT -ie] 6" [152] X 12" [305] WHITE COMMERCIAL GRADE CERAMIC SUBWAY TILE WITH MAPEI 'Og GRAY' MODIFIED SANDED GROUT (3/16" [5] JOINTS). FURNISHED BY TENANT, INSTALLED BY G.G. DISPLAY AREA WALLS, STOREFRONT 1/4" [6] POLISHED PLATE GLASS MIRROR. MIRRORS) Al, 6' [152] /12' [305] CLASS A FLAMESPREAD CLASS A FLAMESPREAD SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -SHEL (82042200 SERIES) SW #7066 'GRAY MATTERS' CGL -3e] 1/4" [6] CLEAR TEMPERED GLASS TRANSOM GLASS AS INDICATED F CLASS A FLAMESPREAD 1 ■ % ■ NJ � CGL -4e] 1/4" [6] TEMPERED FROSTED GLASS, 'FROST ETCH 100' AS MANUFACTURED BY ARCH DECO GLASS 1- 800 - 870 -251g (NO SUBSTITUTIONS) TRANSOM GLASS AS INDICATED [P-8e] [T -2e] 4" [102] X 4" [102] WHITE, COMMERCIAL GRADE CERAMIC TILE WITH WHITE GROUT. FURNISHED AND INSTALLED BY G.C. TOILET ROOM APPLICATIONS AS INDICATED ' 1/4" [6] POLISHED PLATE WIRE GLASS MIRROR (ORIENTED 45') DOOR MIRROR(5) TWO (2) COATS, SPRAY APPLIED OVER [P -20e] 4 [102] _ _ _ _ ' - -' CLASS A FLAMESPREAD [GL-6e] i/2" [13] FROSTED TEMPERED SAFETY STOREFRONT GLASS. 'FROST ETCH 100' AS MANUFACTURED BY ARCH DECO GLASS 1 -800- 870 -251q (NO SUBSTITUTIONS) STOREFRONT GLASS CEILING BEAMS) TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P -21e] CLASS A FLAMESPREAD (�_ �, _ _ _ - TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-20e] [GL-7e] 1" [26] INSULATED CLEAR TEMPERED SAFETY STOREFRONT GLASS STOREFRONT GLASS [BR -le] INDIVIDUAL BRICK PIECES APPLIED TO DRYWALL OR PLYWOOD SUBSTRATE WITH �� LATICRETE HEAVY DUTY THINSET. LEAVE 3/8 MORTAR GAPS. STOREFRONT, INTERIOR COLUMN APPLICATIONS AS INDICATED EXTERIOR STOREFRONT WOOD MATERIAL. TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-24e] CP -15e] SHERWIN WILLIAMS SHER -CLEAR 1K ACRYLIC CLEAR COAT FLAT (866C385) MASK AND COVER ALL ADJACENT SURFACES, INCLUDING SIDEWALK PRIOR TO APPLICATION. i 0943 �' CLASS A FLAMESPREAD [P-20e] SHERWIN WILLIAMS PREPRITE CLASSIC INTERIOR LATEX PRIMER (8284101) ALL WOOD MATERIALS TO BE PAINTED ENTIRE STORE U.O.N. ONE (1) COAT, SPRAY APPLIED 1 ino] SI-ERWIN WILLIAMS PREPRITE 200 INTERIOR LATEX PRIMER (8284200) ` ∎.. 0 ® ® ® ® ® ® ®`∎ STOCK ROOM, EGRESS CORRIDOR FLOOR ONE (1) COAT, ROLLED [P-23e] SHERWIN WILLIAMS FLAME CONTROL N0. 20 -20 INTUMESCENT FIRE RETARDANT PAINT (OR APPROVED EQUAL) FIRE HAZARD CLASSIFICATION - ASTM E -84 (NFPA 255) CLASS "A" FLAME SPREAD 10; ALSO UP TO 30 MIN. (I /2 HOUR) PER NFPA 703 4 BOCA 1702 -4.1. ALL CWD -10], [WD-2a], [WD -303 CWD -4a] AND CWD -5a] MATERIALS [PL -1e] G.C. SHALL APPLY (1) COAT CP -20e] TO SURFACE. G.C. SHALL SPRAY APPLY SHERWIN WILLIAMS ULTRACRETE (TEXTURED MASONARY TOPCOAT) FINE #A441,4800. FINISH WITH (2) COATS [P-8e3 STOREFRONT PLASTER FINISH APPLICATIONS SALES AREA EXPOSED CONCRETE FLOOR ONE (1) THIN COAT, SPRAYED OR ROLLED [P-25e] / SHERWIN WILLIAMS XIM 400 PRIMER SEALER STRUCTURAL COLUMNS STOREFRONT CLASS A FLAMESPREAD GLASS MATERIAL TYPE DESCRIPTION LOCATION PROFILE FLAME SPREAD [GL-1e] 1/2" [13] CLEAR TEMPERED SAFETY STOREFRONT GLASS STOREFRONT GLASS_ [P-2e3 SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SENT -GLOSS (83142200 SERIES) SW #Ig00 'LUMINOUS WHITE' CLASS A FLAMESPREAD �_ �_ �_ V. SI-ERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -S-IEL (82042200 SERIES) 5101q00 'LUMINOUS WHITE' [GL -2e] 1/4" [6] POLISHED PLATE GLASS MIRROR. MIRRORS) Al, WOOD TRANSOMS CLASS A FLAMESPREAD 1 'ii SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -SHEL (82042200 SERIES) SW #7066 'GRAY MATTERS' CGL -3e] 1/4" [6] CLEAR TEMPERED GLASS TRANSOM GLASS AS INDICATED F CLASS A FLAMESPREAD 1 ■ % ■ NJ � CGL -4e] 1/4" [6] TEMPERED FROSTED GLASS, 'FROST ETCH 100' AS MANUFACTURED BY ARCH DECO GLASS 1- 800 - 870 -251g (NO SUBSTITUTIONS) TRANSOM GLASS AS INDICATED [P-8e] CLASS A FLAMESPREAD 1 ' . ' . ' ■1 TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P -23a] [GL-5e] 1/4" [6] POLISHED PLATE WIRE GLASS MIRROR (ORIENTED 45') DOOR MIRROR(5) TWO (2) COATS, SPRAY APPLIED OVER [P -20e] CLASS A FLAMESPREAD _ _ _ _ ' - -' STOREFRONT LID [GL-6e] i/2" [13] FROSTED TEMPERED SAFETY STOREFRONT GLASS. 'FROST ETCH 100' AS MANUFACTURED BY ARCH DECO GLASS 1 -800- 870 -251q (NO SUBSTITUTIONS) STOREFRONT GLASS CEILING BEAMS) TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P -21e] CLASS A FLAMESPREAD (�_ �, _ _ _ - TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-20e] [GL-7e] 1" [26] INSULATED CLEAR TEMPERED SAFETY STOREFRONT GLASS STOREFRONT GLASS TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-20e] OR [P -25e] CP -14e3 CLASS FLAMESPREAD EXTERIOR STOREFRONT WOOD MATERIAL. TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-24e] CP -15e] SHERWIN WILLIAMS SHER -CLEAR 1K ACRYLIC CLEAR COAT FLAT (866C385) MASK AND COVER ALL ADJACENT SURFACES, INCLUDING SIDEWALK PRIOR TO APPLICATION. EXTERIOR STOREFRONT BRICK, BASE PAINT FINISHES TYPE DESCRIPTION LOCATION APPLICATION [P-le] SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SEMI -GLOSS (53142200 SERIES) SW #ig00 'LUMINOUS WHITE' WOOD TRIM AND DOORS ` TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P -20e] [P-2e3 SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SENT -GLOSS (83142200 SERIES) SW #Ig00 'LUMINOUS WHITE' EA PREFABRICATED DRYWALL WALLS, FIBTTIMSNG , ROOMS (IF APPLICABLE) TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P -21e] [P-3e3 SI-ERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -S-IEL (82042200 SERIES) 5101q00 'LUMINOUS WHITE' DRYWALL CEILING TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P-21e] [P-4e] SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SEMI -GLOSS (83142200 SERIES) S1,4#6ggl 'BLACK MAGIC' WOOD TRANSOMS TWO (2) COATS, BRUSH OR SPRAY THEN SACK BRUSH, OVER [P-20e] [P -5e] SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -SHEL (82042200 SERIES) SW #7066 'GRAY MATTERS' OPEN CEILING TWO (2) COATS, SPRAY APPLIED OVER [P-20e] [P -6e] SHERWIN WILLIAMS ARMORSEAL TREAD -FLEX ACRYLIC WB FLOOR COATING (Bq0 SERIES) S1,4#1005 'SILVERADO' STOCK ROOM, FLOOR CORRIDOR TWO (2) COATS, ROLLED, OVER [P-22e] [P -7e] SHERWINN WILLIAMS PROMAR 200 INTERIOR LATEX EG -SHEL S1,4#7068 'IRON ORE' STAIR STRUCTURE 4 RELATED COMPONENTS (AS INDICATED) TWO (2) COATS, SPRAY APPLIED OVER [P -23e] [P-8e] SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX SATIN SUPER WHITE (A8g141507) 51,4#1q00 'LUMINOUS WHITE' EXTERIOR WALLS TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P -23a] [P -qe] 'AERIE' SILVER LIGHT BAR TWO (2) COATS, SPRAY APPLIED OVER [P -20e] [12-104 SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX EG -SHEL (82042200 SERIES) SW #7048 'URBANE BRONZE' STOREFRONT LID TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P -21e] [P -ile] SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SEMI -GLOSS (83142200 SERIES) SW#6126 'NAVAJO WHITE CEILING BEAMS) TWO (2) COATS, SPRAY THEN BACK ROLL, OVER [P -21e] [P-12a] SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX SEMI -GLOSS (83142200 SERIES) SW#6126 'NAVAJO WHITE' WOOD MATERIAL TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-20e] [P-13e] SHERWIN WILLIAMS METALATEX SEMI -GLOSS (542T104) SW#6244 'NAVAL BLUE' ENTRY DOOR TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-20e] OR [P -25e] CP -14e3 SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX SATIN (A8g -100 SERIES) SW #Ig00 'LUMINOUS WHITE' EXTERIOR STOREFRONT WOOD MATERIAL. TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [P-24e] CP -15e] SHERWIN WILLIAMS SHER -CLEAR 1K ACRYLIC CLEAR COAT FLAT (866C385) MASK AND COVER ALL ADJACENT SURFACES, INCLUDING SIDEWALK PRIOR TO APPLICATION. EXTERIOR STOREFRONT BRICK, BASE EVENLY MISTED ONTO MASONRY, AVOID RUNNING. DO NOT ROLL OR BRUSH. [P-20e] SHERWIN WILLIAMS PREPRITE CLASSIC INTERIOR LATEX PRIMER (8284101) ALL WOOD MATERIALS TO BE PAINTED ENTIRE STORE U.O.N. ONE (1) COAT, SPRAY APPLIED [P-21e] SI-ERWIN WILLIAMS PREPRITE 200 INTERIOR LATEX PRIMER (8284200) ALL DRYWALL ENTIRE STORE U.O.N. ONE (1) COAT, SPRAY APPLIED [P -22e] SHERWIN WILLIAMS TREAD -FLEX PRIMER (13q01,4110) STOCK ROOM, EGRESS CORRIDOR FLOOR ONE (1) COAT, ROLLED [P-23e] SHERWIN WILLIAMS FLAME CONTROL N0. 20 -20 INTUMESCENT FIRE RETARDANT PAINT (OR APPROVED EQUAL) FIRE HAZARD CLASSIFICATION - ASTM E -84 (NFPA 255) CLASS "A" FLAME SPREAD 10; ALSO UP TO 30 MIN. (I /2 HOUR) PER NFPA 703 4 BOCA 1702 -4.1. ALL CWD -10], [WD-2a], [WD -303 CWD -4a] AND CWD -5a] MATERIALS PREAPPLIED BY MILLWORK SUPPLIER PER MANUFACTURER'S APPLICATION INSTRUCTIONS [P-24e] BENJAMIN MOORE INDUSTRIAL MAINTENANCE COATING WATERBORNE POLYAMIDE EPDXY GLOSS COATING M42, CLEAR SALES AREA EXPOSED CONCRETE FLOOR ONE (1) THIN COAT, SPRAYED OR ROLLED [P-25e] / SHERWIN WILLIAMS XIM 400 PRIMER SEALER STRUCTURAL COLUMNS STOREFRONT ONE (1) COAT, BRUSHED D.7-o REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION crwR+ LA FEB' 022012 PERMIT CENTER NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET ARE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR FINISHES USED. c�7 zt �O W " 11 1 Z p4 U - E--4 i4 C E Q PO rz) O C. ZeU� Z WO0Od- ^�7 I i G ^/ 0 ct ~fix N X00 t` I—I PO REGISTERED ARCHITECT JAN 2 4 204 Store No. 478 Drawn by: Approved Drawing No. A.0.020 GENERAL AND SPECIAL CONDITIONS. A. The General and Special Conditions are hereby made part of these specifications and contract. All contractors and subcontractors are instructed to thoroughly review same. If General and Special Conditions are not herewith attached,notify the Tenant immediately. GENERAL REQUIREMENTS AND SPECIFICATIONS A. The work included in the Contract shall be the completion of all work required within the store space as indicated on the drawings. 8. Work included: Unless otherwise specified, the Contractor shall supply all taxes, labor, transportation, material, apparatus, fuel, heat, scaffolding, and tools necessary for the entire and proper completion of work, and shall install, maintain and remove all equipment of the construction, maintenance and use of same, and be responsible for safe, proper, and lawful construction and removal of trash and debris and shall construct in the best workmanship all work shown on the drawings, specified herein or reasonably implied therefrom, all in accordance with General Contract Documents. This Contractor shall apply for and obtain all permits, certificates and /or approvals, paying all fees. C. All notes, dimensions, details, descriptions, directions, and similar information shown on the drawings shall form a part of these specifications. I. MISCELLANEOUS METAL II. CARPENTRY III. GLASS AND GLAZING IV. DOORS, FRAMES, AND HARDWARE V. GYPSUM WALLBOARD AND METAL STUDS VI. ACOUSTIC CEILING VII. PAINTING, STAINING AND COATINGS VIII. FLOORING VIX. ACCESS PANELS X. EXISTING CONDITIONS XI. CONCRETE XII. MISCELLANEOUS ACCESSORIES MISCELLANEOUS METAL A. Work under this section shall include, but not be limited to, the furnishing and installing of all angles fastened to existing structure. An shall be field painted with red oxide paint. Angles shall be sizes indicated on the drawings and shall be welded to existing structure or attached with mechanical fasteners as indicated. Provide clip hangers where required. 8. This Contractor shall verify with the Landlord's Field Representative the location, number and method of all attachments to the Landlord's structure. C. This Contractor shall repair any fireproofing or insulation damaged while performing this work. CARPENTRY A. Work under this section shall include, but not be limited to, the following: Rough framing, blocking, milers, fuming, finish carpentry, hanging all doors, work and incidental or related items necessary to complete the work as shown or specified. B. Lumber shall conform to the "American Lumber Standards" as classified in "Simplified Practical Recommendations R -16 Lumber" current edition. Grades shall conform with the latest grading rule of the Lumber Manufacturer's Association under whose rules lumber is manufactured. Framing lumber shall be construction grade or better. C. All work in this section shall comply with the requirements of the Landlord and governing authorities relative to the fire ratings of materials. I. All framing lumber, blocking, milers and miscellaneous concealed lumber shall be pressure impregnated with non-combustible fire protective chemicals and bear mill stamp indicating treatment. 2. As an alternative to non - combustible materials, these items may be protected with an approved fire retardant coating if permitted by the Landlord and governing authorities. Where required by Landlord or governing authorities all other non- exposed surfaces of lumber and plywood, except non- combustible, shall be protected. Surfaces must be clean, dry and free of grease or adhesive. If a fire retardant coating is required, complete data sheets must be furnished to the Tenant for approval prior to commencement of work. Upon completion of the project, this Contractor shall certify in writing that en approved fire retardant coating has been applied in accordance with the manufacturer's requirements. An approved fire retardant coating shall be applied where and in such a manner as to satisfy applicable codes and Landlord requirements. D. Materials and uses shall be as follows (See Paragraph E): 1. Rough lumber shall be Douglas Fir, West Coast Region. Moisture content shall not exceed lq%. Lumber shall have a modulus of elasticity rating of 1,760,000 and fiber stress rating of 1750. 2. Finish lumber in exposed locations on the storefront and in the sales areas shall be as per the plans. 3. Moldings and trims shall be the types, shapes, sizes and finishes indicated an the drawings. This Contractor shall determine what moldings are locally available and shall submit samples or full size sections to Tenant's representative for approval, prior to fabrication. Wood species shall be as per the plans. E. Millwork Package: tenant shall furnish and this Contractor shall install all items included in the millwork package as indicated on the drawings. Generally, the mill work will include; all moldings, trim, wood baseboard, stops, wood and metal doors, wood and metal jambs, door hardware, toilet room accessories (except for mirror), veneer plywoods, preassembled fitting room benches, preassembled decorative pilasters, preassembled wood valances, coat hook mounting board, wall panel and my other preassembled millwork as applicable. NOTE: See Section XII. Miscellaneous Accessories, Paragraph A for toilet room accessories. Fitting room accessories are not provided in the millwork package. F. Storefront and interior decor construction shall be done in a first -class workmanlike manner. The intent is that there be no visible seams, joints, defects or fastener locations. a. All joints shall be neat and straight and shall be perfectly flush. Joints shall be held firmly together with glue, screws, finishing nails and blocking to prevent future separation. b. Absolutely no vertical running scans in surfaces shall be permitted. c. Outside comer joints shall be as detailed on the drawings. III. GLASS AND GLAZING A. This Contractor shall coordinate with glazing contractor to furnish and install all tempered glass and aluminum components as indicated on the drawings. B. Glares for the storefront shall be 1/2" C123 tempered plate glass sizes as shown on the drawings. Should local codes require sizes other than those shown on the drawings, contact a Tenant representative immediately. C. All storefront glazing shall be performed in a professional worlananlike manner and as indicated on the drawings. If any .discrepancies occur in storefront construction, contact a Tenant representative immediately. D. During and after installation, this Contractor shall protect the entire m installation from daage and shall thoroughly clean the day before turning over the project to the Tenant. IV. DOORS, FRAMES, AND HARDWARE A. All work included under this hooding is to be subject to the instructions to the bidders and general and special conditions herein before written or referred to for the entire work. This Contractor shall install all as called for on the plans. All shall be installed in strict accordance with the manufacturer's instructions and /or recommendations, and good industry standings. See 'Millwork Package' paragraph in Section II 'Carpentry' of this specification. GYPSUM WALLBOARD AND METAL STUDS A. This work shall include all light gauge metal structural framing, metal stud framing and metal furring required for the storefront end for partitions, etc. and all gypsum wallboard. All shall be as detailed on the drawings. Metal studs, framing and furring shall be as manufactured by U.S. Steel, U.S. Gypsum, National Gypsum, Marino or approved equal. Gypsum wallboard shall be as manufactured by U.S. Gypsum, National Gypsum or approved equal. 8. Furring channels shall be galvanized, metal studs shall be 20 gauge min., galv., steel with matching tracks. Width as shown on drawings. Use minimum 20 gauge (or as indicated) load bearing metal studs where indicated. Metal 'C' joists shall be 14 or 16 gauge as indicated with appropriate connectors and fasteners. Weld connections as indicated or required. C. Wallboard shall have tapered edges, thickness as shown on the drawings and shall be fire rated such as U.S.G. ' Firecode" Type 'X'. D. E. F. G. ARCM Installation: Wallboard shall be fastened to studs with 'low profile' drywall screws only. All joints shall be taped, speckled, and sanded. Provide metal casing beads around all door frames and where abutting other material. Spackle and sand all screw and nail recesses, metal casings, and corner beads. Gypsum wallboard construction shall provide U.L. fire ratings indicated on the drawings or as may be required by governing codes or the Landlord. Provide 2 C51] x 4 [102] 'Non -Com' blocking (or metal studs if required) where indicated or required in walls, above ceilings, etc. Drywall Ceiling (if applicable ) - General Contractor shall furnish and install suspended drywall furring system as manufactured by USG Interiors, Inc. Installation of all suspension systems shall be in strict accordance with the manufacturer's recommendations and shall comply with ASTM Sections C635 and C636. Suspension wires shall be attached to structural steel members only. DO NOT ATTACH TO DECK. All direct hung components are to be properly leveled, suspended and tied tightly with five (5) full turns by galvanized steel wire at 48" [121q] o.c. Load test recommendations are not to be exceeded, nor should the components be deflected more then 1/360th of their span. Provide additional suspension wires for light fixtures aid ceiling mounted items as required. (SEE THE PLANS WHERE APPLICABLE.) VI. ACOUSTIC CEILINGS A. This work shall include, but not be limited to, furnishing and installing the lay -in acoustical ceilings in the Sales Area (if applicable), Fitting Rooms and Vestibules (if applicable) and- Stockroom (if- applicable) and all suspension systems necessary. (SEE THE PLANS WHERE APPLICABLE.) . B. The ceiling in the Sales Area (if r opl'r ,eble ) shall be a on, ?nevi rtt d 2` 60a 3 x 2' C6 narrow- profile, slotted, ley -in type suepertaed ceiling os indicated on the drawings, The grid acrd panels shall be as listed below - NO SUBSTITUTES ALLOWED, Canted the Tenant's construction representative for sources stocking these items. Suspension system shall be as manufactured by USG interiors, Inc., DONN Suspensions DXLT - Series, fat white, narrow- profile, 24" CO) 69 x 24" C6092 Bold downs' clips es indicts d of the drawings or ae receiir°e:> D. E. system.. governing cedes. . The lziy®i<f perms eholl 24" £6093 x 24" [6002 x 3/4' :192 USG Interiors E lipse' Ctimaplus, one hour rated, white. Fanel #76979 The aching in the Fitting Rooms aid Vestibules rated 2' C60013 x 2' [60 0.1 narrow-profile, indicated on the drauainge. The grid SUESTITUTES ALLOt ED, Contact stocking these items. 1. Suspension system seal; Susp€nsien's, DXL system, Provide ' ' clips as governing codes, 2. The lay -in pawls shrill 24" =x609] x 24" L6093 x 5/4" CI93 USG Interiors, Inc., `Eclipse' Clirrraples, one hour rated, flat white. Pone; #761179 The ceiling in the Stockroom (if applicable) shall be a one hour rated, 2' C60q] x 4' [1220] lay -in suspended ceiling as indicated on the drawings. The grid and panels shall be as listed below or approved equal. 1. Suspension system shall be as manufactured by USG Interiors, Inc., DONN Ceiling Suspensions, DXL Series, flat white, exposed 24" (60q] x 48" [1220] grid system. Provide 'hold down' clips as indicated on the drawings or as required by governing codes. 2. The lay -in panels for the Stockroom shall be 24" [60q] x 48" [1220] x 5/8" [16] square edge, USG Interiors, Inc., 'Auratone', Firecode, Omni fissured pattem, white. Panay #33q. Provide non - combustible wood or 5 -5/8" Cq2] metal stud blocking above the ceilings where indicated on the drawings or where required. This shall include, but not be limited to, blocking for Tenant's fixtures, moldings, cornices, eyebolts, etc. F. Installation of all systems shall be in strict accordance with the manufacturers recommendations. Installation of all suspension `systems shall be in strict accordance with the manufacturer's recommendations and shall comply with ASTM Sections C635 and 0636 for 'Metal Suspension Systems for Acoustical Tile and Lay -In Panel Ceilings' classified as intermediate duty. Suspension wires should be attached to structural steel member only, DO NOT ATTACH TO DECK. All direct hung components are to be properly leveled, suspended and tied tightly with five full turns by #12 gage galvanized steel wire at 48" [1220] o.c. Load test recommendations are not to be exceeded, nor should the components be deflected more than 1/360th of the span. Provide additional suspension wires for light fixtures and ceiling mounted items as required. sg as HO uctien representat`vc for u icy USG inter^iore nc., DONN Cei profile, 24" [6O01]] x 24" C6001 grid .en the drawings or es reeeired by G. VII. PAINTING, STAINING, AND COATINGS A. This work includes, but is not limited to, all painting, staining and sealing on the storefront, gypsum wallboard, columns, flooring (wood and /or concrete), toilet room, doors, frames, stockroom and miscellaneous items. 8. All surfaces to be painted, stained or coated shalt be sanded smooth, (unless otherwise noted) perfectly clean and dry per the manufacturer's recommendations. All paint and stain shall be thoroughly mixed, evenly applied by skilled mechanics, free of runs, skips, laps, streaks or other defects. Wood paneling shall be stained prior to installation. C. Paint, Stains, and sealers - see the Paint and Stain Schedules on the plans. Paints shall be applied two finish coats over one coat of latex primer. D. All Primers shall be tinted to approximately match finish coats. E. In addition to the above items, the Paint Schedule, as indicated on the drawings, list miscellaneous items which must be painted or "touched -up ". This Contractor shall make his painter available to paint these items as supplied by the mechanical, electrical and fixture contractors. F. Surface preparation to exposed concrete floors shall be cured, clean, dry and sound before paint. VIII. FLOORING A. This work shall include, but not be limited to, installing and /or reconditioning wood flooring in Sales Area, fitting rooms and fitting room vestibules, resilient finish at entry and sale area, VCT in toilet room, (over waterproof membrane, if required) all as indicated on the drawings. B. Tenant shall furnish and this Contractor shall install wood flooring in Sales Area, Fitting Rooms and Fitting Room Vestibule as indicated on the drawings. 1. Testing the concrete slab for excessive moisture - This contractor shall immediately test the slab before installing the wood floor using one (1) or several of the following methods: (a) The Rubber Mat Test. Lay a flat, non - corrugated rubber mat on the slab, place a weight on top to prevent moisture from escaping, and allow the mat to remain 24 hours. If the covered area shows water marks when the mat is removed too much moisture is present. This test is worthless if the slab surface is other than light in color originally. (b) The Polyethylene Film Test. Tape a one -foot square of 6 mil clear polyethylene film to the slab, sealing all edges with plastic moisture resistant tape. If, after 24 hours, there is no 'clouding' or drops of moisture on the underside of the film, the slab can be considered dry enough to install wood floors. (c) The Calcium Chloride Test. Place a quarter teaspoonful of dry (anhydrous) Calcium Chloride crystals inside a 3' [76] diameter putty ring on the slab. Cover with a glass so the crystals are totally sealed off from the air. If the crystals dissolve within 12 hours the slab is too wet. (d) The Phenolphthalein Test. Put several drops of a 3% Phenolphthalein solution in grain alcohol at various spots on the slab. If a red color develops in a few minutes, too much moisture is present. The tests must be made in several areas of the existing and /or new slab. When the test results indicate too much moisture in the slab, DO NOT INSTALL HARDWOOD FLOOR. Accelerate drying with heat and ventilation then test again. Report moisture test to Tenant representative. 2. Preparation of the concrete slab - This Contractor must insure that the slab is sound, level and free of grease, oil, stains and dust. Grind off any high spots and fill low spots. TECTUAL SPECIE C. D. Furnish and install VCT ireet , am sr wry the drawings VCT shall be Armstrong Excels ni fry{ l2 " ;05 l2 Ot3,1 E. Tenant shall furnish and this Contractor shalt install porcelain tile in areas as indicated and detailed on the drawings: 1. Tile shall be set level, neat and true in a first class manner, using the minimum number of small pieces. Grout clean -up shall be prompt and thorough, using 'Hydroment Remove' per manufacturers instructions. No allowance shall be made by Tenant for contractor's failure to clean grout promptly and properly. Note! Grout joints shall be I/8" [5] wide maximum. 2. Install tile in setting material of C- Cure's 'Quick Cure a high bonding fast setting latex fortified dry-set mortar. Do not mix with high speed electric mixer. Apply with a notched trowel. Do not install in a standard said and mortar thinset, or r 'Crest . mastic. C-Cure's Crest Epoxy 00 is an acceptable alternate Mix and install in Epo y 2 pta strict accordance with the manufacturer's recommendations. CAT 5. Finished Floor - To maintain moisture level of wood floor, do not unload in rain, snow or other excessively humid conditions. Cover it with a tarpaulin or vinyl if the atmosphere is foggy or damp. The storage area within the building should be clean and dry. Wood Floor is nominal 25mm tongue and groove prefinished planks. This contractor shall blind nail fasten wood floor to screeds, in pattern as indicated on the drawings. Fasten with two (2) 7d or 8d screws or cut nails per screed near ends. Finish as per Section VII, Painting, Staining and Coatings. Leave 3/4" tlq] expansion space between wood flooring and all vertical surfaces. All installation procedures to be in strict accordance to National Oak flooring Manufacturer's Associations (NOFMA) recommended installation method. Furnish and install black vinyl base throughout the stock and toilet room(s) area as indicated on the drawings. Install the wood base with base shoe throughout the sales area as indicated on the drawings, finish as indicated on the drawings. 3. The necessary fill or featheredge underlayment shall be be a mortar bed. Concrete floor must be sound, thoroughly clean, free of oil, wax, grease, latex compounds, curing and sealing compounds and any contaminant which could act as a bondbreaker. Mixing and installation shall be as per manufacturer recommendations. F. If respired on the drawings, furnish aid install o w toilet rooms) aver the concrete slab, prior tea the flooring. Naterproof me- nbrrxie system shall be by Laticrete International, line, l (500-245-4755 ). l aterpreof merry 4' 0102] above floor. Inetoliction s instructions. If the waterproof LAT X type, other t merr Prone, upping floor finish (if applicable) - approved eceal, Furnished arid insta For product information, contact: As Supply Corp.., 2577 Pleasant Valley Rd. 7 /Fax (3t5) 675 -41516, Attn. Mari Ni �,y p t'1 level or /and sloped t per the following . ". A4 PLi4C,.ATION "A" i_EV L CONCRETr INLAY (if (a) Preparctir 1, The entire floor a.A.ryland oil s contaminants b. Use scarifier, . Remove tali dust, dirt, o debris from concrete subs a. Use vacuum to remove a dust card debris, (b) Wetting and Priming Concrete Substrate L Net area with water approximately 15 minutes prlcrr to application of materials, 2. Just prior to application of matrerials, removes any puddling of waxer. 5. Apply Z -Crete Polybaxnd with broom, brush, or roller. 3.- Potybond must be wet, aid not allowed to dry before application of Z -Crete Palybond fortified concrete over the Polybond primer, b, If Polybond begins-to dry out, apply more Polybond over previously applied Palyband. Application of Z- Crete Polyborsd Fortified Ready Mix Order 5000 lb concrete with IA stone Advise ready mix company to with' Whet" ready rnix truck arrives, of concrete. 2. Place Grid screed Z- Crete minimum with rrtnufactvrer's for the VCT MUST BE iti- the water prof "X -CRF in .chiding points, c removed down -adleesivee er APPLICATION (a) ater per yard, rete Potyborc per yard you would typical C: c 5. As soon os concrete c n be n ' rinish to ao steel (hard) trowel finish. 4. Allow concrete t 5. Apply two coots of firrlsned concrete wit 229a by 3 Ct0] iii, law napf non shed railer a+ the rra+ of 200 - 300 se� ft, /go.. C4.9 -7,4r m JLw a, FIRST COAT: Reduce i4 C Shield Pius Secrete Stair; with one pint of wake per gallon of stain. Daxnperi surface with fine spray of uoatr. Avoid stranding puddles. Apply first coat evenly, working in direction. Allow to dry at least 2 hours before applying second coat. b. SECOND COAT; Apply of package c to first coat. "E" - `SLOPED CONCRETE 'INLAY" (if applicable) Preparation I. The entire floor area between the stare floor aid the moll floor must • be bare concrete. a. Any and ail floor serfcacine materials including -•r ms, coatinve, tiles, tile adhesive or contaminants of any ;t tae re moved drawn to bare concrete. b. Use scarifier, grinder arid /or 2. At the edge of the mall floor, by 6' E1523 wide keyway, t a. Make saw cuts using d b. chip oet keyway 5. Cet grooves into but I /5' ramp to the existin a, Use c saw with a diamond bi to make the grooves, 4. remove all dust, dirt and debris from concrete substrate. o. Use vacuums to remove dust aid debris, ins and Priming; Concrete Substrate Net woe, with water approx. 15 rrrin. prier to appilccti 2. just prior to application of materials, remove arty peel B. Apply Z -Crate Folybond with a brooms, br;ssh or roller. Palyboridd must be wet, aid not allowed to dry before of Fatybond fortified pre -mix concrete over the Polybonc primer. If Polybond begins to dry out, apply more Polybond ever the iy applied Folybenc, ors' step Pre-Mix Ccncret I step Fre-M x container: ughi using o i /2" C133 varia etc materials onto hield Pius Concrete stain (clear y, DO NOT THiN. Apply crosswise alt - des. titior homrrners. E1523 apart, In bet the. band of the new ts. deep chipping hammer or grinder 2. Pour Appliccsticn of Z -Crete 1 Step 1. Place aril saresed. 2. As soon os pica trowel finish. 5. Allow concrete to cure, 4, Apply two crauts of Sherwin (dear) to finished concrete with at the rate of 200 - 500 se f Mortar) s you would typic finish to steel ( Shield Plus C229] by /5" 4,q�7,4 rn` /LZ concrete, d) Stair nap non -shed ratter L FIRST COATI Reduce H4C Shield Ptus Casticrete Stain with one pint of water per genet of stein. Daxrapers sulfa with fines spray of water. Avoid staining puddles. Apply first coat evenly, working it one direction. Allow to dry at least two hours before applying second coat. b> SECOND COAT: Apply at package consistency.- DO NOT Ti-HN. Apply crosswise to first coat. 0 \S IX. ACCESS PANELS A. Fumish and install WIND -LOCK Stealth Panel #TR -AP018 access panels (NO EXCEPTIONS) where indicated on the drawings or required by the nature of the project. The access panels shall be of sufficient size so that all equipment will be completely serviceable. Panels shall be painted to match the wall or ceiling in which they are located. Panels shall be manufactured by: WIND -LACK, 1- 800 -872 -5625, WIND- LOCK.COM. 8. Install metal access panels furnished by other contractors for access to mechanical or electrical equipment. Paint to match adjacent finishes. EXISTING CONDITIONS A. This project is being installed in a space within a structure being constructed/ operated by the Landlord. his Contractor shall inspect the site under T pee job s to to determine the conditions ends which construction shall take place. This Contractor shall meet with the Landlord's field representative to determine their rules governing construction, materials delivery, trash, temporary utilities, etc. Demolition for this space has been covered, in the General Demolition notes on the plans. This Contractor must inspect job site and review Demolition Specifications to determine the exact field conditions and scope of work. B. This work will include any incidental construction required to properly complete all work where it abuts or is attached to adjacent tenants, Landlord's work, etc. Xi. CONCRETE �r ° 3� �t b A, ihivrk uno�. trs.� motion steal; include but not .e tirni concrete slab an grade, covering the entire area This work to include placing necessary forriwork This Contractor shall place ccincrete floor extend from Lease Line to Lease; Line in thn extremities of future metal stud party slobs are in piece. i ecornpact This contractor shall add or d proper slab thickness. R r,. Shad shall be 4" C1C23 th vepor barrier. Concrete m premix Scrod, and a coarse aggregate of crushed strength it pounds. at 26 days - 3000 psi, E Construction joints shall be sow cut 1" [253 deep with maximiunri modular spacing of 3G`�}" ;<01144JJ X 50'0' (11447i, F All exposed concrete floor to receive ra sealant c€ppiicati era finishing a occupied by Tenant. ad 6> Slab s and frorn outer of store; unless adjacent 6 aril rent, ate. Designed REVIEWED FOR COMPLIANCE APE FEB 2 9 2012 City of Tukwila BUILDING DIVISION cM•Rgirail.n FEB Q-2 2012 PER11MTtEMER gg c�7 0 cn a) tee -ht ceo Ca0 ;-1 N REGISTERED ARCHITECT KEN TH L. BUTTS STATE OF WASHINGTON 2012 Qz wU Uw fY <(0 Store No.> 478 Drawn by: Approved Drawing No. A.0.030 STOREFRONT WIDTH REGISTERED ARCHITECT L. BUTTS STATE OF WASHINGTON TENANT SEASONAL GRAPHICS -' ' FINISHED FURNISHED AND INSTALLED FLOOR LINE 5Y OTHERS (TIT) ,0 TENANT BARRICADE DETAIL TENANT DECAL (WHITE) FURN. $ INST. BY OTHERS PREFAB. MODULAR BARRICADE SYSTEM WITH INTEGRAL DOOR(5) - FURN. $ INST. BY OTHERS. FINISHED TENANT DECAL (WHITE) FLOOR LINE FURN. $ INST. BY OTHERS JAN2420 2012 (EXTERIOR VIEW) TENANT PROVIDED MODULAR STOREFRONT BARRICADE NOTES: (BY GREEN DOLPHIN RETAIL SOLUTIONS 25q- q &q -g2g7) DUST BARRIERS • BARRICADES ARE SPECIFIED WITH A SOFT OR HARD -TOP DUST BARRIER PER LANDLORD REQUIREMENT. SWING PANELS WILL BE THE STANDARD BARRICADE ENTRANCE: • SWING PANELS ARE NOT ACCESSIBLE FROM THE OUTSIDE OF. THE BARRICADE. • SWING PANELS WILL BE ALIGNED WITH THE STORE ENTRY PER THE DRAWINGS PROVIDED. • YOUR SPACE MUST HAVE A BACK ENTRANCE TO ACCESS THE WORKSPACE. • ADDITIONAL MAN -DOOR ENTRANCES CAN BE INSTALLED AT THE TIME THE BARRICADE IS ERECTED. PLEASE PROVIDE 5 WORKING DAYS NOTICE OF ALL MAN -DOOR REQUIREMENTS. STANDARD BARRICADE I NSTALLT ION/REMOVAL : • SET -UP AND REMOVAL ARE STANDARD SERVICES FOR TENANT BARRICADES. STANDARD WORK SCHEDULES ARE SUNDAY THRU THURSDAY FROM MALL CLOSING UNTIL MALL OPENING. • BARRICADES AND GRAPHICS WILL BE INSTALLED PRIOR TO DEMOLITION. STANDARD INSTALLATION WILL OCCUR NO LATER THAN THE SUNDAY BEFORE THE PROJECT STARTS ON MONDAY. • WHEN LANDLORD SPACE BECOMES AVAILABLE GDRS WILL MOVE FORWARD AS QUICKLY AS POSSIBLE TO INSTALL THE BARRICADE EARLY. • STANDARD BARRICADE REMOVAL WILL BE SCHEDULED FOR THE NIGHT BEFORE THE STORE OPENS. OPTIONS CAN BE REVIEWED. TENANT AND GC ARE RESPONSIBLE FOR NOTIFY /CONFIRM BARRICADE REMOVAL TO GDRS 5 DAYS PRIOR TO DESIRED REMOVAL. • HOLIDAY WORK SCHEDULES MUST BE APPROVED IN ADVANCE. STANDARD BARRICADE MATERIALS: • BARRICADE IS MADE OF CLASS C FIRE CODE RATED MATERIAL. PANEL FRAMES ARE FULLY - WELDED EXTRUDED ALUMINUM BEAMS. NO ON -SITE PAINTING OR FABRICATION REQUIRED. BARRICADE CARE: • THE CONTRACTOR IS NOT ALLOWED TO MOVE, ALTER, ATTACH TO OR TAKE -DOWN ANY BARRICADE OR PART OF ANY BARRICADE DUE TO SPECIFIC INSURANCE LIABILITY RESTRICTIONS. CONTRACTOR RESPONSIBILITY_ • THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY DETAIL WHEN REQUIRED BY MALL AND FOR ALL DAMAGED OR MISSING MATERIALS. THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. THE CONTRACTOR I5 RESPONSIBLE TO NOTIFY GREEN DOLPHIN RETAIL SOLUTIONS 25q- q8q -92g7 FIVE (5) WORKING DAYS IN ADVANCE OF THE BARRICADE REMOVAL. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 W o ▪ n 'ra-J4 8 0� 1(23 W U) +'3 V W� 3 -dC cn �— Store No. 47 Drawn by: Approved Drawing No. CITY FEB 0 2 2012 PERNICENTER A.O.050 N n s n coRR I Doi in L 25' -2" 87' -0" 4' -6" RECEIVING /PROCESSING EA EBB-10 E4B -10 EBB -10 E45 -I0 MC -3285 E38 -10 E45 -I0 EBB -10 E4B -I0 MC -3285 EBB -10 E4B -10 EBB -10 E4B -10 MC -3285 E38 -10 E48 -I0 E38 -10 E4B -10 MC -3285 ADJACENT TENANTS r? 0 EBB-40 E4B -10 E45 -I0 MC -3285 i .. E4A -10 E4A -10 MC-524q E4A -IO E4A -IO MC -3249 E4A -10 E4A -10 MC -3249 E4A -10 E4A -I0 MC-324q TOILET ROOM(S) E4A -10 E4A -10 MC -3249 co N L —I 1- X 1%. =.11-1-1 w JCO Cl- SCARVE TREE 12' -2" 24' -0" R ROUNDER COF CUBE CC w Lfl w w a ST -72 1 1'- v SCARVE TREE / COF CUBE w U 0 O CO w J 0 CO II� Jcn Ww J X 0 BOX LEG TABLE Iiiiiiiiiiiill 111111111111111111 1111111111111111111 AE 2 -WAY . —. 111111111111111111 1111111111111111111 AE 2 -WAY w LJ- CL' W 0 x rm G7 03 0 0 7Z D Ln AE 2 -WAY IIIIIIIIIIIIIIIIII I 111111111111111111 11111111111111111 1111111111111111111 AE 2 -WAY Uli IIIIIIIIIIIIIIIII� 11111111111111111111 AVM -Z 3V N w MIN MEN • 1 MIN EiE CO w 11111111111111111111 AE 2 -WAY ■ ■ —. w CC X li APPROXIMATE CENTER OF TENANT SPACE m EMI IMO —i- SAW HORSE BENCH • • SAW HORSE TABLE • • SAW HORSE BENCH 1111111111111111111 AE 2 -WAY SAW HORSE BENCH • SAW HORSE TABLE • • rrivmsvA 11Ti_t�713�1 BOX LEG TABLE BOX LEG BOOKCASE SAW HORSE BENCH • SAW HORSE TABLE • • INNEN NINE MIR PI SAW HORSE BENCH AE T -Bar Rack AE T -Bar Rack MEN SAW HORSE BENCH SSEAATE S QJP�� s q,P�,. 5j& 4TF cy cn AE 2 -WAY Imnunuuuu�I 1111111111111111111 1111111111111111111 11111111111111111111 AE 2 -WAY SQUARE 1111111111111111111 1111111111111111111 MEM MOM NMI NNE MIN EOM OMR IMO MIME BEEN 3 I N BOX LEG TABLE BOX LEG BOOKCASE IONE EMI MEI MIN NMI mum MIN 24' -0" 24' -0" m EOM NMI 1 111111111111 1111 11 111111111111 1111 AE 2 -WAY AE 2 -WAY 11111111111111111111 1111111111111111111 11111111111111111111 AE 2 -WAY AE T -Bar Rack AE T -Bar Rack SAW HORSE BENCH • • SAW HORSE TABLE • • • SAW HORSE BENCH MIN 1 24' -0" 4' -0" 112' -2" in 4' -6" 116' -8" STORE INTERIOR: LEVEL LANDING CLEAR FLOOR — 5'-0" [1524] SPACE (TYP.) MIN v ID ID E MALL CONCOURSE: LEVEL LANDING ACCESSIBLE ENTRY FLOOR PLAN SCALE: 1/4" • I' -O" C1:50] STORE INTERIOR: LEVEL LANDING CLEAR FLOOR SPACE (TYP. ) 'f9I4] MALL CORRIDOR : LEVEL LANDING REAR EXIT DETAIL A.0.070 SCALE: 1/4" a I' -0" [1:50] TYPICAL FIXTURE THE LIGHT DASHED OUTLINE AROUND EACH FIXTURE I5 l' -6" [457] AWAY FROM THAT FIXTURE. AS LONG AS NO 2 OUTLINES INTERSECT A COMPLYING 36" Cg143 AISLE I5 PROVIDED. ADJACENT TENANTS LIFE SAFETY PLAN AMERICAN EAGLE OUTFITTERS SPACE #56 4, 622 SQFT. E429.4] SCALE: 1/4" = 1' -0" C1:50] ACCESSIBLE PATH OF TRAVEL ->----->-- SQUARE FOOTAGE AREA SQ. FT. % SALES AREA 4, 715 I 76% FITTING ROOMS 472 8% STOCK ROOM 716 12% TOILET ROOM(S) 82 I% EGRESS CORRIDOR ii I 33 17 7 i N/A N/A ]]333 1 TOTAL 4� 333 100% 3 I j 1 3 j 3 I 1j j I 3j7i 33j I i SAW HORSE BENCH • SAW HORSE TABLE • • INNEN NINE MIR PI SAW HORSE BENCH AE T -Bar Rack AE T -Bar Rack MEN SAW HORSE BENCH SSEAATE S QJP�� s q,P�,. 5j& 4TF cy cn AE 2 -WAY Imnunuuuu�I 1111111111111111111 1111111111111111111 11111111111111111111 AE 2 -WAY SQUARE 1111111111111111111 1111111111111111111 MEM MOM NMI NNE MIN EOM OMR IMO MIME BEEN 3 I N BOX LEG TABLE BOX LEG BOOKCASE IONE EMI MEI MIN NMI mum MIN 24' -0" 24' -0" m EOM NMI 1 111111111111 1111 11 111111111111 1111 AE 2 -WAY AE 2 -WAY 11111111111111111111 1111111111111111111 11111111111111111111 AE 2 -WAY AE T -Bar Rack AE T -Bar Rack SAW HORSE BENCH • • SAW HORSE TABLE • • • SAW HORSE BENCH MIN 1 24' -0" 4' -0" 112' -2" in 4' -6" 116' -8" STORE INTERIOR: LEVEL LANDING CLEAR FLOOR — 5'-0" [1524] SPACE (TYP.) MIN v ID ID E MALL CONCOURSE: LEVEL LANDING ACCESSIBLE ENTRY FLOOR PLAN SCALE: 1/4" • I' -O" C1:50] STORE INTERIOR: LEVEL LANDING CLEAR FLOOR SPACE (TYP. ) 'f9I4] MALL CORRIDOR : LEVEL LANDING REAR EXIT DETAIL A.0.070 SCALE: 1/4" a I' -0" [1:50] TYPICAL FIXTURE THE LIGHT DASHED OUTLINE AROUND EACH FIXTURE I5 l' -6" [457] AWAY FROM THAT FIXTURE. AS LONG AS NO 2 OUTLINES INTERSECT A COMPLYING 36" Cg143 AISLE I5 PROVIDED. ADJACENT TENANTS LIFE SAFETY PLAN AMERICAN EAGLE OUTFITTERS SPACE #56 4, 622 SQFT. E429.4] SCALE: 1/4" = 1' -0" C1:50] ACCESSIBLE PATH OF TRAVEL ->----->-- SQUARE FOOTAGE AREA SQ. FT. % SALES AREA 4, 715 I 76% FITTING ROOMS 472 8% STOCK ROOM 716 12% TOILET ROOM(S) 82 I% EGRESS CORRIDOR 167 3% OFFICE N/A N/A TOTAL 6,152 100% EXIT SUMMARY SINGLE LEVEL — ON GRADE OCCUPANT LOAD SALES: 5,187 SQFT DIVIDED BY 40 SF PER PERSON • 173 OCCUPANTS STOCK: 965 SOFT DIVIDED BY 4q5 5F PER PERSON = 3 OCCUPANTS TOTAL: 4,622 SQFT 176 OCCUPANTS EXITS REQUIRED: TWO EXITS (OCCUPANT LOAD 1 -500) EXITS PROVIDED: TWO EXITS (ACCESSIBLE) MAXIMUM TRAVEL DISTANCE (BY CODE): 250 FT (SPRINKLED) ACTUAL TRAVEL DISTANCE: 86 FT (MAX. - FROM TENANT FITTING ROOMS TO EXIT) INCOMPLETE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 29 2012 City of Tukwila BUILDING DIVISION FEB 23 2D12 3405 REGISTERED ARCHITECT STgT OFD ti W RECEIVE FEB 27 2012 PERMIT CENTER tu w >-- Bra 1- U U) V U) Lu LU E tu Store No. 47 Drawn by: Approved Drawing No. C•4 s n tramommonwommilirit STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Egress Corridor + 2.0 fc 7.2 fc 0.7 fc 10.3:1 2.9:1 Fitting Passage + 3.7 fc 15.9 fc 0.5 fc 31.8:1 7.4:1 Sales Area + 1.1 fc 12.2 fc 0.2 fc 61.0:1 5.5:1 Stock Area + 1.2 fc 9.1 fc 0.2 fc 45.5:1 6.0:1 1.4 1.4 t.8 b.6 t.i 1.0 1.1 1.2 t5 40.7 117 t.7 1/7 t.8 117 t.6 t.7 t.6 t.7 t.4 t.2 1.0 1.1 1.1 t.8 t.5 .7 42.0 1.3 t .3 113 11).8 40.9 1/9 119 t.8 t7 t.7 140.6 1.0 46.7 47.1 •.1 'b.7 t.7 t.7 40.7 140.7 40.8 1.4 1 .8 1.0 +1.0 40.7 40.8 140.5 +0.6 40.7 I , , , 1 140.8 t.8 40.8 ts 1.6 1.o 40.6 1.0 45.9 N16 42.1 11 1 Its 46.8 1.6 1/9 . 40.g t.6 40.6 116 116 1.5 10.7 t.8 1.0 118 40.8 40.8 40.8 40.5 40.6 40.5 t.5 40.4 10.4 40.5 t.5 40.5 114 t.4 t .4 :114 t.4 t.4 t.4 1/4 10.4 40.4 t.4 114, 10.5 115 10.5 6 40.6 117 10.7 119 119 40.9 +1.0 119 10.8 11.7 117 118 119 1.0 40.8 11.6 117 40.9 1.1 1.2 40.8 40.7 117 40.7 40.6 +4.2 113 113 114 10.4 114 - 40.5 10.5 40.4 114 10.3 102 40.4 114 114 114 10.4 10.4 40.5 40.5 40.4 40.4 116 40.6 11 115 115 10.5 10.6 116 40.6 1 .3, 40.3 40.9 117 116 116 116 118 119 40.9 119 40.8 117 115 10.4 +1.1 119 117 40.6 116 +11.0 119 116 • 116 116 116 119 10.6 *11.9 45.0 116 t.5 40.7 119 1.7 15:0 14.0 1.3 1.0 1.0 119 1.01 43.5 15.9 10.6 +1 40.6 40.7 t.9 1.5 12.8 11.3 1.2 1.0 1.0 1 .0 1.0 42.4 12.3 +6.9 •1.1 1.3 1.3 +1.4 +1.3 3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION :3465 REGISTERED ARCHITECT 41-41E oF w tars ASHINGTON RECEIVED FEB 27 2012 PERMIT CENTER PER SD COMMENTSIAE0 tu ri Store No. 47 0 411111° Drawn by: Approved Drawing No. A.0.071< G.C. SHALL REMOVE EXISTING STOCKROOM SHELVING AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 25' -2" 87' -0" 4' -6" F L J G.C. SHALL CAREFULLY REMOVE EXISTING HORIZONTAL SHIPLAP FROM PARTITION (TYP 80TH SIDES). G.C. SHALL REPAIR DRYWALL AS REQUIRED TO MAINTAIN FIRE RATING OF PARTITION. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING REAR CURVE CASEWORK AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. -+ -+ -± G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN T1415 AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING DOUBLE COLUMNS AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. EXISTING AMERICAN EAGLE OUTFITTERS VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. =,= G.C. SHALL REMOVE EXISTING DOUBLE COLUMNS AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING CASH $ WRAP. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. LJ G.C. SHALL REMOVE EXISTING DOUBLE COLUMNS AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING , ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING DOUBLE COLUMNS AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. L �I G.C. SHALL REMOVE EXISTING PILASTERS, VALANCE, AND RETURNS AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 11 12' -2" 24' -0" 24' -0" 24' -0" 4' -O" 112' -2" mbo 0 0 n Lao co 1 4-6" 116' -8" GENERAL DEMOLITION NOTES A. GENERAL THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND SPECIFICATIONS AND THE DEMOLITION DRAWINGS FORM A PART OF THIS WORK. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND LAWFUL MANNER BY QUALIFIED WORKMEN. WORK AFFECTING FIRE PROTECTION SYSTEM, ELECTRICAL SYSTEM, ETC., SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND THE LANDLORD'S REQUIREMENTS. THIS CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO PREPARING T14I5 BID TO DETERMINE THE EXISTING CONDITIONS AND EXTENT OF THE WORK TO BE PERFORMED. THE CONTRACTOR SHALL CONTACT TENANT'S FIELD REPRESENTATIVE WITH ANY QUESTIONS. QUESTIONS REGARDING THIS PROJECT ARE NOT TO BE DIRECTED TO THE STORE MANAGER OR PERSONNEL. B. SCOPE T1415 PROJECT I5 BEING CONSTRUCTED IN AN EXISTING STORE IN THE LANDLORD'S PREMISE. DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: 1. PROVIDE DUSTPROOF BARRICADE AT STOREFRONT IN ACCORDANCE WITH LANDLORD CRITERIA. 2. G.C. SHALL SELECTIVELY AND CAREFULLY DEMO EXISTING COMPONENTS AS REQ'D BY NEW WORK- COORD. ALL DEMO WITH WORK INDICTED ON THE NEW DRAWINGS. 3. REMOVE EXISTING LIGHT FIXTURES, LIGHT TRACK, AND OTHER ELECTRICAL ITEMS AS REQUIRED FOR THE NEW WORK. SOME ITEMS TO SE REUSED OR RELOCATED. SEE THE NEW DRAWINGS. 4. ELECTRICAL SYSTEM I5 TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 5. TEMPORARILY DISCONNECT THE SPRINKLERS AS REQUIRED BY THE NEW WORK. 6. THE EXISTING HVAC UNIT, DUCTWORK, CONTROLS AND RELATED EQUIPMENT ARE TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. C. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE DUST PROTECTION FOR BARRICADE AND TEMPORARY PARTITIONING TO PROTECT THE PUBLIC, THE MALL, AND OTHER TENANTS DURING THE DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PAY ANY CLEAN -UP CHARGES RESULTING FROM INADEQUATE DUST PROTECTION. DESIGN OF TEMPORARY DUST BARRICADE SHALL BE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. BLOCK OFF ALL OPENINGS TO HVAC EQUIPMENT OR TO MALL PLENUMS TO PREVENT DUST OR DEBRIS FROM INFILTRATING OTHER AREAS OR DAMAGING HVAC UNITS. D. THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR THE PROPER AND EFFICIENT METHOD FOR REMOVAL OF ALL DEBRIS AND DELIVERY OF NEW MATERIALS. PROPER CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO MALL FLOORS, WALLS OR OTHER TENANTS. CONTRACTOR SHALL PAY FOR ANY CHARGES FOR DAMAGES RESULTING FROM THE MOVEMENT OF MATERIAL AND DEBRIS. E. THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR PARKING OF CONSTRUCTION VEHICLES, TRAILERS, AND TRASH REMOVAL SERVICES. F. CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SUBCONTRACTORS FOR THE DISCONNECTION AND REMOVAL OF EXISTING LIGHT FIXTURES, WIRING, DUCTWORK, AND SPRINKLERS. ALL WORK ON THE SPRINKLER SYSTEM REQUIRING SHUTDOWN AND /OR DRAINING OF THE SYSTEM MUST BE COORDINATED WITH THE LANDLORD AND LOCAL AUTHORITIES. G. THROUGHOUT THE DEMOLITION WORK, CONSIDERATION SHALL BE GIVEN TO THE REQUIREMENTS OF THE NEW WORK. CERTAIN EQUIPMENT IS TO BE REMOVED AND SAFELY STORED FOR REUSE IN THE NEW WORK. REFER TO THE OTHER SPECIFICATIONS AND DRAWINGS. H. CONTRACTOR 5I -TALL REMOVE OR CUT OFF ALL EXISTING ELECTRICAL AND PLUMBING NOT BEING REUSED. ALL OPEN CONNECTIONS SHALL BE CUT OFF AND PATCHED TO MATCH ADJACENT SURFACE AT WALLS OR CEILINGS OR BELOW FINISH FLOOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND REPAIRING RELATED TO SUCH ALTERATIONS. DEMOLITION FLOOR PLAN SCALE: 1/4" = 1' -0" NOTE: G.G. SHALL BE RESPONSIBLE FOR REMOVING ALL ABANDONED EQUIPMENT, DUCTWORK, WIRING, PIPING, ETC, INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON PLAN. G.C. . SHALL MAKE A SITE VISIT TO VERIFY SCOPE OF WORK TO BE INCLUDED. REMOVAL SHALL BE BACK TO POINT OF ORIGIN AND PROPERLY TERMINATE. G.C. SHALL PATCH AND REPAIR ANY DISTURBED SURFACES AFFECTED BY THE REMOVAL OF SUCH ITEMS INCLUDING WALLS, FLOOR, CEILING AND ROOF ASSEMBLIES TO MATCH EXISTING. NOTE: • G.C. SHALL REMOVE EXISTING WOOD BASE, SHOE AND PLINTH BLOCKS (IF APPLICABLE) THROUGHOUT ENTIRE SALES AREA INCLUDING FITTING ROOMS, VESTIBULES AND PASSAGE WAY. NOTE: G.C. TO REMOVE POWER SENSORMATIC FIXTURE PRIOR TO DEMO FOR REINSTALLATION IN NEW CASH/WRAP. C) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION crtYRSMI1A FEB- 02012 PERMIT CENTER 3405 REGISTERED ARCH' TH L. BUTTS STATE OF WASHINGTON JAN24 2012 Z < EW °o J n 1-_ H U cd O O 00 LL. F--� .6_ L -t__2 0 ww <--Ni Fv 0 o (3-\ E w 3 ku <cn Store No. 478 Drawn by: Approved Drawing No. A.0.090 0 m 0 n 0 n G.C. SHALL REMOVE ALL TRACK LIGHT HEADS AS INDICATED (TYP). G.C. SHALL SALVAGE HEADS FOR REUSE IN NEW WORK. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL CAREFULLY REMOVE PORTION OF EXISTING BEAM AS INDICATED (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 25' -2" 87' -0" G.C. SHALL CAREFULLY REMOVE PORTION OF EXISTING BEAM AS INDICATED (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 4-6" G.C. SHALL CAREFULLY REMOVE EXISTING LIGHT TRACKS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL CAREFULLY REMOVE EXISTING LIGHT TRACKS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL CAREFULLY REMOVE EXISTING LIGHT TRACKS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE AND DISCARD EXISTING PENDANT MOUNTED LIGHT FIXTURES (TYP OF 6). G.C. SHALL CAREFULLY REMOVE EXISTING LIGHT TRACKS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 12' -2" 24' -O" 116' -6" G.C. SHALL CAREFULLY REMOVE EXISTING LIGHTS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP AT ALL VALANCED CASES). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SI-IALL CAREFULLY REMOVE EXISTING LIGHTS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP AT ALL VALANCED CASES). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL CAREFULLY REMOVE PORTION OF EXISTING BEAM AS INDICATED (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. GENERAL DEMOLITION NOTES A. GENERAL THE GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. IF COPIES OF SAME ARE NOT ATTACHED, CONTACT TENANT IMMEDIATELY. THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND SPECIFICATIONS AND THE DEMOLITION DRAWINGS FORM A PART OF 11H16 WORK. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND LAWFUL MANNER BY QUALIFIED WORKMEN. WORK AFFECTING FIRE PROTECTION SYSTEM, ELECTRICAL SYSTEM, ETC., SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND THE LANDLORD'S REQUIREMENTS. TI-115 CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO PREPARING TI-115 81D TO DETERMINE THE EXISTING CONDITIONS AND EXTENT OF THE WORK TO BE PERFORMED. THE CONTRACTOR SHALL CONTACT TENANT'S FIELD REPRESENTATIVE WITH ANY QUESTIONS. QUESTIONS REGARDING THIS PROJECT ARE NOT TO 8E DIRECTED TO THE STORE MANAGER OR PERSONNEL. 5. SCOPE THIS PROJECT I5 BEING CONSTRUCTED IN AN EXISTING STORE IN THE LANDLORD'S PREMISE. DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: 1. PROVIDE DUSTPROOF BARRICADE AT STOREFRONT IN ACCORDANCE WITH LANDLORD CRITERIA. 2. G.C. SI-IALL SELECTIVELY AND CAREFULLY DEMO EXISTING COMPONENTS AS REQ'D BY NEW WORK- COORD. ALL DEMO WITH WORK INDICTED ON THE NEW DRAWINGS. 3. REMOVE EXISTING LIGHT FIXTURES, LIGHT TRACK, AND OTHER ELECTRICAL ITEMS AS REQUIRED FOR THE NEW WORK. SOME ITEMS TO BE REUSED OR RELOCATED. SEE THE NEW DRAWINGS. 4. ELECTRICAL SYSTEM IS TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 5. TEMPORARILY DISCONNECT THE SPRINKLERS AS REQUIRED BY THE NEW WORK. 6. RETAIN THE EXISTING HVAC UNIT, DUCTWORK, CONTROLS AND RELATED EQUIPMENT AS REQUIRED HY THE NEW WORK. SEE THE NEW DRAWINGS. C. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE DUST PROTECTION FOR BARRICADE AND TEMPORARY PARTITIONING TO PROTECT THE PUBLIC, THE MALL, AND OTHER TENANTS DURING THE DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PAY ANY CLEAN -UP CHARGES RESULTING FROM INADEQUATE DUST PROTECTION. DESIGN OF TEMPORARY DUST BARRICADE SHALL BE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. BLOCK OFF ALL OPENINGS TO HVAC EQUIPMENT OR TO MALL PLENUMS TO PREVENT DUST OR DEBRIS FROM INFILTRATING OTHER AREAS OR DAMAGING HVAC UNITS. D. THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR THE PROPER AND EFFICIENT METHOD FOR REMOVAL OF ALL DEBRIS AND DELIVERY OF NEW MATERIALS. PROPER CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO MALL FLOORS, WALLS OR OTHER TENANTS. CONTRACTOR SHALL PAY FOR ANY CI•IARGES FOR DAMAGES RESULTING FROM THE MOVEMENT OF MATERIAL AND DEBRIS. E. T415 CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR PARKING OF CONSTRUCTION VEHICLES, TRAILERS, AND TRASH REMOVAL SERVICES. F. CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SUBCONTRACTORS FOR THE DISCONNECTION AND REMOVAL OF EXISTING LIGHT FIXTURES, WIRING, DUCTWORK, AND SPRINKLERS. ALL WORK ON THE SPRINKLER SYSTEM REQUIRING SHUTDOWN AND /OR DRAINING OF THE SYSTEM MUST BE COORDINATED WITH THE LANDLORD AND LOCAL AUTHORITIES. G. THROUGHOUT THE DEMOLITION WORK, CONSIDERATION SHALL BE GIVEN TO THE REQUIREMENTS OF THE NEW WORK. CERTAIN EQUIPMENT IS TO BE REMOVED AND SAFELY STORED FOR REUSE IN THE NEW WORK. REFER TO THE OTHER SPECIFICATIONS AND DRAWINGS. H. CONTRACTOR SHALL REMOVE OR CUT OFF ALL EXISTING ELECTRICAL. AND PLUMBING NOT BEING REUSED. ALL OPEN CONNECTIONS SHALL BE CUT OFF AND PATCHED TO MATCH ADJACENT SURFACE AT WALLS OR CEILINGS OR BELOW FINISH FLOOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND REPAIRING RELATED TO SUCH ALTERATIONS. G.C. SHALL CAREFULLY REMOVE PORTION OF EXISTING BEAM AS INDICATED (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. DEMOLITION CEILING PLAN SCALE: 1/4" NOTE: • G.C. SHALL REMOVE EXISTING CEILING TRIM AT BEAM LOCATIONS. • G.C. SHALL REMOVE EXISTING CAPITAL TRIM FROM COLUMNS AND PILASTERS AT BEAM LOCATIONS. • G.C. SHALL REMOVE TRACK LIGHT HEADS AS INDICATED NOTE: DEMOLITION CONTRACTOR SHALL CAREFULLY REMOVE AND SALVAGE AUDIONISUAL SYSTEM AND DELIVER ALL COMPONENTS TO TENANT'S STORE MANAGER FOR PROPER STORAGE. l' -O" G.C. SI-IALL CAREFULLY REMOVE EXISTING LIGHT TRACKS AS SHOWN AND SALVAGE FOR REINSTALLATION IN NEW WORK (TYP). SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 201 City of Tukwila BUILDING DIVISION crtYRFargigitA FEB, 022012 PERMIT CENTER ral 1-4 Oro H H At L) H H MAO rz4 N w � Cat coo U =00 X00 cAN H H 0 ►-4 N N 3 REGISTERED ARCHITECT L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 • Store No. 478 Drawn by: Approved Drawing No. A.0.095 n 0 n FITTING ROOM [FC-4e3 - SEE FINISH $ MATERIAL SCHEDULES ON SWEET A.0.020 AND ELEVATIONS ON SHEET A.1.720 PASSAGE [FC-4e3 - SEE FINISH $ MATERIAL SCHEDULES ON 51-IEET A.0.020 AND ELEVATIONS ON SHEET A.1.600 EQUIPMENT ROOM [FC-2e3 - SEE FINISH MATERIAL SCHEDULES ON S1-IEET A.0.020 EXIST. I-IC TOILET ROOM 25'-2" 87'-O" 11-611. [4733 [305] 42" PILASTER ASSEMBLY 'A' / SEE DET. A/A.I.701 (TYP. OF 2) [3053 EQ EQ 31_6" [10ia73 [254'] [375q] [2540] [25403 NOTE: SEE PLAN SECTION AT STOREFRONT ON SHEET A.1.400 FOR MORE DETAIL [305] 4'-6" 11_611 [457] [44178] [2540] [1524] EGRESS CORRIDOR WALL CASE DIVIDER ASSEMBLY 'A' SEE DET. A/A.1.700 (TYP) PREFAB PILASTER ASSEMBLY SEE DET. G/A.I .700 EXISTING PILASTER ASSEMBLY - SEE "STOREFRONT PLAN SECTION" ON SHEET A.I.400 (TYP.) LEASE LINE / Am o in G.C. SHALL FURN. AND INST, ALUMINUM THRESHOLD AT BOTTOM E.'D)CgE OF RAMP TEE WALL ASSEMBLY 'A' SEE DET. C/A.1.701 (TYP. OF 2) FIRE EXTINUISHER A.I.700 NEVI RAMP AND PLATFORM :i/4' NONCOMBUSTIBLE PLYkOOD OVER SLEEPERS AND 4' HIGH Ix NOOD NONCOMBUSTIBLE:: CURB ALONG ALL OPEN EDGES AS EGYP, - BY G,C. [248q2 Cal14] STOCKROOM [Fc-2e3 - SEE FINISH $ MATERIAL. SCHEDULES ON SHEET A.0.020 AND SWEET A.0.130 FOR S1-IELVING LAYOUT 2 [114] 1 [1143 L "FAUX" CASE ASSEMBLY II'. SEE SHEET A.1.741. ALIGN WITH CEILING BEAM ABOVE. SEE SI4EET A.0.200 FOR DETAILS. PREFAB PILASTER ASSEMBLY SEE DET. K/A.I.700 CASH $ WRAP - FURN. BY TENANT, INST. BY G.0 SEE SHEET A.1.0140 FOR DETAILS. DISPLAY CASE ASSEMBLY 'A'. SEE SHEET A.I.740. 4" [102] WOOD FRAME 1/8" [3] ALUMINUM TRANSITION STRIP FURN. INST. BY G.0 (TYP) i0 48)0 "FAUX" CASE ASSEMBLY 'D'. SEE SHEET A.I.743. SINGLE COLUMN ASSEMBLY SEE DET. C/A.1.710 "FAUX" CASE ASSEMBLY '13'. SEE SWEET A.1.741. EXISTING COLUMN ASSEMBLY SEE DET. A/A.I.710 (TYP.) DIRECTION OF WOOD FLOORING [FC-4e] ALIGN CEILING BEAM ABOVE. SEE SHEET A.0.200 FOR DETAILS. PORCELAIN TILE [FC-Se] INSTALL AS SHOWN [248q] [q14] [3046] [3046] OF CASI-I/WRAP L 44 1/4' ± PREFAB PILASTER ASSEMBLY SEE DET. J/A.1.700 SALES AREA [FC-4e3 [FC-5e] - SEE FINISH $ MATERIAL SCHEDULES ON S1-1EET A.0.020 AND ELEVATIONS ON SHEET A.I.600 DISPLAY CASE ASSEMBLY 'A'. SEE SWEET A 1 740. PREFAB PILASTER ASSEMBLY SEE DET. I-I/A.1.700 -4k N 10 1/2' '4" 8141 121-4" 3BI-4" [25403 [375c13 [25403 [2540] [4c478] [2540] i'-4" [473] [305] [305] [305] [305] EXISTH STUDS : SURFACE a TYPE i DA REMARKS ' DESCRIPTION . : PREPARATION L---xis.T., TE,NANT SIDE TO XISTING DEMISI; , MFTAL. EXIST. . TAPE, SPACKLE, SA TO PROVIDE A ELIE JOINT - < PARTITION '(\71,r TRUCTURE AND SEALED : AND ?RIME BY G,C, 0 RODE DECK - SEE DETAIL RATED,. (V.I.F.) : (V.I.F.) .IsI SWEE'T A-2 . STOCKROOM 3 5/E,'" METAL 5/3"' TYPP 'Y' POT1-1 SIDFa TAPE, a ,- v.. , . - s , .... --...' t 4 ,...„ -,PA,,...K1-,..., SAND DA, To 6TRUCTIRE AE Am If PARTITION 16' 0.C., TO TO 6" ABOVE CEILING, • AND ?RIME BY G.C. sek, (0 «4OUR RATED. /F REO'DE STRUCTURE, EY Ci.C. , G.C,, (SEE REMARKS) : 51' L_ OR SALES AREA . 5 5/8" rial-AL w FURRED4,7 INTEGRAL SIX.TTE NONE NONE : PART T: ON STANDARD'S __ SALEP' AR-1:4 ; 3 -lr,TTAL Wi . , -P-16'. TYPE `1, FITTING ROOM 9IDE ' TAPE, SPACK F, SAND , PAR-TITION - . ...,- ... INTEGRAL 'SLOTTED : 0 LiNi.,r...RsIDE OF CEILING, ' AND PRIME B G .C. STANDARDS 7 , ALES AREANFSTISULS 2 1/2' METAL 8' , ""I'I'8'8 r>',L B°T4; ."." i : APE, SFACKLF, PARTITION 10' 0.C., TO TO UNDERSID OF CEILING7, . . . AND PRIME F.V" ?'• r , •:: CELING; BY G.C. EY .O.. . r: , A SAGE/FITTING R.C, 2 ,1/2" M. F.TAL 1 - • TY, E7 'X', BO: I4 91DE5 TAPE, SPACKLE, SAND 1 PART! T ION 16' 5 Kr,FTO C,-,C Gt. 1 18" 6'6' A.P‘P• IAI/ D36.1. CA' AND ?RIME BY G,C, 8- ph „ EY , TOILET R,WM 3 WS' METAL 1 Iry WATERPROOF 5011.4 SIDES : APE, SPACKi F, 4AND PARTITION 16 0,C., TO TO UNDERSIDE /OP CELINa, 4ND F-74,111F 5'r G-C 1 _.<7\ 1761.7E...:f....R....1;...7.:........ ......._;62_1"191Nt.VY.......,.G._.:S.:, r721._GliCA`+sR:R60,__....5Nrsiny ._,FA_p_...e._,......_9.....p.....A___c_k_i_p_..s......A_N_D ..._............_.............._................................1 / PARTITION 16" 0,C.. TO TO wiraRsIDE OP CEILING, AND FR,:mF Err G,C, ., CEILING,' BY 1 ' : FrrrINCI ROOM 2 1/2' METAL i 5/8' TYPE. Y, ONE SIDE TAPE, SPACKLE. SAND- ''' : PARTITION 10' 0,C., TO : TO S'-6'' A,F,F..k1/ DA. CAF AND FIRIME BY G,C, c ''' /8' &FY BY az : By cc,. NOTE REGARDING FIRE CAULKING: G.C. SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING FIRE CAULKING AT ALL RATED ASSEMBLY PENETRATIONS AND CONNECTIONS (NEW AND/OR EXISTING) AS REQUIRED BY THE BUILDING DEPARTMENT. NOTE: G.C. SHALL COORDINATE CONSTRUCTION AREA OF STOREFRONT ENTRY NIN REQUIREMENTS OF ANTI-TI-IEFT CONSULTANT'S DETECTION EQUIPMENT. CLOSET [FC-4e3 - SEE FINISH 4 MATERIAL LEGEND ON SHEET A.0.020 AND ELEVATIONS ON SHEET A.1.720 ALL. DEMISING HALLS ARE DESIGNED .VIITH A PLATE CONNECTION II NILL ALLOY UP 70 1/2" DEFLECTION IN THE OVERHEAD CONSTRUCTION. TENANT'S G.C. kIILL .FAMI ARIZE HIMSELF THIS CONDITION AND cLosEL• SUPERVISE THE GYPSUM BOARD INSTALLATION SO AS TO ENSURE THAT TOP PLATE OF DEMISING NALL REMAINS IN A FREE, UNFIXED eTATE. NOTE: DIMENSIONS AT NEW PARTITIONS ARE REFERENCED TO FACE OF STUDS. DIMENSIONS AT DEMISING PARTITIONS An REFERENCED TO FACE OF DRYWALL. DIMENSIONS AT DOORS, OPENINGS, $ PREFAB. MILLWORK COMPONENTS ARE FINISHED DIMENSIONS. NOTE: SEE SHEET A.0.130 FOR LOCATIONS OF FITTING ROOM BENCHES, MIRROR'S, C.OATI-100KIS, ETC. NOTE: SEE SHEET A.1.730 FOR DOOR INFORMATION A FLOOR PLAN SCALE: 1/4" STRUCTURAL COLUMN INDEX "-TRLJC.7jRV-\ 1- COLUMNS - F RE:aiiRED BY LANDLORD OR BUILDiN DEPARTMENT, COVER 5,/ali 7(PE 'X' DRYVIALL OVER ME.TAL STUD FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOF NC TO M'INTAIN FIRE R.ATiNG FOR COLT FINISHES, SEE SHEET A.! 710 STRUCTL,IRAL COLUMNS - IF REQUIRE--.0 LANDLORD OR BUILDING D EPAR MENT. COVER 5./E3' TYPE X DRYlviALL OVER METAL STUD' FRAMING TO ..sTRUCTURE ABOVE AND FIRE SEA:.. FOR A ONE AOUR RATING IF EXIS7ING',. REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE. RATiNG STRUCTURAL COLUMNS - IF REQUIRED BY LANDLORD OR BUILDING DE-PARTME-NT, COVER kirri,4 5/8'' TYPE 'X' DRYVIALL OVER META. STUD FRAMING. TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE 1-!OUR RATING. IF EXISTING, RE.PAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING, FOR COLUMN FINISHES. SEE E-LEVATIONS ON SHEET A,I.500 AND FLAN SEC:71CA ON SHET KEY NOTES STOCKROOM - G.C. TO APPLY SEALER TO CONC. FLOOR SLAB IF REQUIRED. FURNISH AND INSTALL [8-3e] THROUGHOUT. PRIME FINISH ALL DRYWALL PARTITIONS. EXISTING TOILET ROOM(S) TO REMAIN. REFURBISH AS REQUIRED. FIELD VERIFY CONDITIONS. CONCEALED WALL STANDARD - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL D/A.1.700 AND ELEVATIONS ON SHEET A.I.600 FOR SIZE AND LOCATION. G.C. SHALL INSTALL HORIZONTAL BLOCKING 84" A.F.F. BEHIND WALL PANEL TO SUPPORT VIDEO MONITOR BRACKET BY AUDIO/VISUAL CONSULTANT. G.C. TO SCREW PANEL VERTICALLY AND HORIZONTALLY • 6" O.C. AT ENTIRE PERIMETER AND AT HORIZONTAL BLOCKING NOTE: ALL MESION5 FC.X.LONE. AN ASTERISK ARE TO T HELD NOTE: DIMENSIONS AT NEVI PARTITIONS ARE REFERENCED TO FACE OF STUDS. DIMENSIONS AT DEMISING PARTITIONS ARE REFERENCED TO FACE Or DRYIAIALL, DIMENSIONS AT DOORS AN I,".) OPENINGS AR FNISHED DIMENSIONS. PART T I ON INDEX TYPE DESCRIPTION STUDS GYPSUM BOARD STANDARDS REMARKS B NEW INTERIOR PARTITION 1625125-30, 24" O.C. TO CEILING, BY G.C. NONE INSERT ADAPTOR W/ INTEGRAL SLOTTED STANDARD (WHERE OCCURS) (2) (6) / PARTITION NOTES: SAND AND PRIME DRYWALL TO BACK METAL STUDS AT SLOTTED STANDARD LOCATIONS GOB AT WET LOCATIONS 1/2" THICK BATT INSULATION FOR SOUND ATTENUATION IN TOILET ROOM WALLS, STC OF 42 OR BETTER AT DECK LOCATION WALL 0 51-0" A.F.F. (41-0" O.C. MIN.) TO DECK, BOTH SIDES, AND SEAL (1) HOUR RATED IF REQ'D BY LL OR BD. UL DESIGN #465 (1) G.C. SHALL TAPE, SPACKLE, (2) G.C. SHALL PROVIDE BACK (3) USE WATER RESISTANT (4) G.C. SI-IALL PROVIDE 3 (5) USE 3625162-33 STUDS (6) BRACE PARTITION TO DEMISING (7) G.C. SHALL EXTEND DRYWALL 14 q7 1 12 NOTE REGARDING FIRE CAULKING: G.C. SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING FIRE CAULKING AT ALL RATED ASSEMBLY PENETRATIONS AND CONNECTIONS (NEW AND/OR EXISTING) AS REQUIRED BY THE BUILDING DEPARTMENT. NOTE: G.C. SHALL COORDINATE CONSTRUCTION AREA OF STOREFRONT ENTRY NIN REQUIREMENTS OF ANTI-TI-IEFT CONSULTANT'S DETECTION EQUIPMENT. CLOSET [FC-4e3 - SEE FINISH 4 MATERIAL LEGEND ON SHEET A.0.020 AND ELEVATIONS ON SHEET A.1.720 ALL. DEMISING HALLS ARE DESIGNED .VIITH A PLATE CONNECTION II NILL ALLOY UP 70 1/2" DEFLECTION IN THE OVERHEAD CONSTRUCTION. TENANT'S G.C. kIILL .FAMI ARIZE HIMSELF THIS CONDITION AND cLosEL• SUPERVISE THE GYPSUM BOARD INSTALLATION SO AS TO ENSURE THAT TOP PLATE OF DEMISING NALL REMAINS IN A FREE, UNFIXED eTATE. NOTE: DIMENSIONS AT NEW PARTITIONS ARE REFERENCED TO FACE OF STUDS. DIMENSIONS AT DEMISING PARTITIONS An REFERENCED TO FACE OF DRYWALL. DIMENSIONS AT DOORS, OPENINGS, $ PREFAB. MILLWORK COMPONENTS ARE FINISHED DIMENSIONS. NOTE: SEE SHEET A.0.130 FOR LOCATIONS OF FITTING ROOM BENCHES, MIRROR'S, C.OATI-100KIS, ETC. NOTE: SEE SHEET A.1.730 FOR DOOR INFORMATION A FLOOR PLAN SCALE: 1/4" STRUCTURAL COLUMN INDEX "-TRLJC.7jRV-\ 1- COLUMNS - F RE:aiiRED BY LANDLORD OR BUILDiN DEPARTMENT, COVER 5,/ali 7(PE 'X' DRYVIALL OVER ME.TAL STUD FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOF NC TO M'INTAIN FIRE R.ATiNG FOR COLT FINISHES, SEE SHEET A.! 710 STRUCTL,IRAL COLUMNS - IF REQUIRE--.0 LANDLORD OR BUILDING D EPAR MENT. COVER 5./E3' TYPE X DRYlviALL OVER METAL STUD' FRAMING TO ..sTRUCTURE ABOVE AND FIRE SEA:.. FOR A ONE AOUR RATING IF EXIS7ING',. REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE. RATiNG STRUCTURAL COLUMNS - IF REQUIRED BY LANDLORD OR BUILDING DE-PARTME-NT, COVER kirri,4 5/8'' TYPE 'X' DRYVIALL OVER META. STUD FRAMING. TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE 1-!OUR RATING. IF EXISTING, RE.PAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING, FOR COLUMN FINISHES. SEE E-LEVATIONS ON SHEET A,I.500 AND FLAN SEC:71CA ON SHET KEY NOTES STOCKROOM - G.C. TO APPLY SEALER TO CONC. FLOOR SLAB IF REQUIRED. FURNISH AND INSTALL [8-3e] THROUGHOUT. PRIME FINISH ALL DRYWALL PARTITIONS. EXISTING TOILET ROOM(S) TO REMAIN. REFURBISH AS REQUIRED. FIELD VERIFY CONDITIONS. CONCEALED WALL STANDARD - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL D/A.1.700 AND ELEVATIONS ON SHEET A.I.600 FOR SIZE AND LOCATION. G.C. SHALL INSTALL HORIZONTAL BLOCKING 84" A.F.F. BEHIND WALL PANEL TO SUPPORT VIDEO MONITOR BRACKET BY AUDIO/VISUAL CONSULTANT. G.C. TO SCREW PANEL VERTICALLY AND HORIZONTALLY • 6" O.C. AT ENTIRE PERIMETER AND AT HORIZONTAL BLOCKING NOTE: ALL MESION5 FC.X.LONE. AN ASTERISK ARE TO T HELD NOTE: DIMENSIONS AT NEVI PARTITIONS ARE REFERENCED TO FACE OF STUDS. DIMENSIONS AT DEMISING PARTITIONS ARE REFERENCED TO FACE Or DRYIAIALL, DIMENSIONS AT DOORS AN I,".) OPENINGS AR FNISHED DIMENSIONS. PART T I ON INDEX TYPE DESCRIPTION STUDS GYPSUM BOARD STANDARDS REMARKS B NEW INTERIOR PARTITION 1625125-30, 24" O.C. TO CEILING, BY G.C. NONE INSERT ADAPTOR W/ INTEGRAL SLOTTED STANDARD (WHERE OCCURS) (2) (6) / PARTITION NOTES: SAND AND PRIME DRYWALL TO BACK METAL STUDS AT SLOTTED STANDARD LOCATIONS GOB AT WET LOCATIONS 1/2" THICK BATT INSULATION FOR SOUND ATTENUATION IN TOILET ROOM WALLS, STC OF 42 OR BETTER AT DECK LOCATION WALL 0 51-0" A.F.F. (41-0" O.C. MIN.) TO DECK, BOTH SIDES, AND SEAL (1) HOUR RATED IF REQ'D BY LL OR BD. UL DESIGN #465 (1) G.C. SHALL TAPE, SPACKLE, (2) G.C. SHALL PROVIDE BACK (3) USE WATER RESISTANT (4) G.C. SI-IALL PROVIDE 3 (5) USE 3625162-33 STUDS (6) BRACE PARTITION TO DEMISING (7) G.C. SHALL EXTEND DRYWALL STEEL STUD PRODUCT IDENTIFICATION PER SSMA STANDARDS 3625125—BO MATERIAL THICKNESS IN MILS (1/1000") (EX. 30 .030°) FLANGE WIDTH (1/100") (DC. 125 1.25" OR 41) STYLE 5 • STUD OR JOIST SECTION T • TRACK SECTION U • CHANNEL SECTION F FURRING CI-IANNEL SECTION MEMBER WIDTH (1/100") (EX. 362 • 3.62" OR 31") REFERENCE GAUGE CHART MILS G GAUGE NO. 15 2 25 27 2 22 30 2 20 - DRYWALL 33 2 20 - STRUCTURAL 43 I IS 54 1 16 65 1 14 q7 1 12 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City ofTukwila BUILDING DIVISION CI1YRFAKI.A FEB, Q22012 PERMIT CENTER NO_TL EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. 3405 REGISTERED ARCHITECT MUHL. BUTTS STATE OF WASHINGTON JAN 2 4 2012, z 1 0_ 1 LL • Store No. 47 Drawn by: Approved Drawing No. A.0.100 1/11/2012 1:1q:48 PM STOCK SHELVING (MOBILE AND FIXED). SEE SHEET A.1 .q00 FOR MORE INFORMATION (TYP) ANTI -TIP BRACKET FOR STOCK SHELVING, SEE DETAIL ON SHEET A.1. • • TY EXISTING COMPUTER CABINET TO REMAIN 251-2" 87' -0" EMPLOYEE LOCKERS It RECEIVING /PROCESSING AREA ,' • cv EBB -10 35 -10 EBB - E3B -10 EBB -10 E35 -10 EBB -10 E35 -10 E4B -10. E45 -10 MC -3285 E48 -10 E48 -10 MC -3285 E45 -10 E48 -10 MC -3285 E45 -10 E45 -10 MC -3285 I ID E4A -10 E4A -10 MC -3249 E4A -IO E4A -10 MC -324q 1 E4A -10 E4A -10 MC -32461 E4A -I0 I E4A -IO I'1C -32461 E35 -10 E46 -10 E3B -10 E4B -10 MC -3285 Bala sror —I CABINET E4A -10 IIE4A -IO MC -32461 4' -6" EXISTING AUDIO CABINET DETACHABLE MIRROR AND MIRROR BRACKETS. TOP OF MIRROR SHALL BE qb" A.F.F. PEGBOARD PANEL AT WALL (TYP) DETACHABLE MIRROR AND MIRROR BRACKETS. TOP OF MIRROR SHALL BE q6" A.F.F. SURFACE MOUNTED TAG CABINET (IF APPLICABLE) EXISTING BENCHES TO REMAIN. TOP WITH NEW SEAT. SEE SHEET A.1.720 FOR DETAILS (TYP) EXISTING GRAPHIC FRAME TO REMAIN (TYP) EXISTING COATHOOKS TO REMAIN (TYP) EXISTING MIRROR TO REMAIN (TYP) RELOCATED COATI-100K ASSEMBLY MOUNTED AT 4' -0" A.F.F. TO CENTERLINE OF NOOKS DENIM BAR /GRAPHIC FRAME CLUSTER 12' -2" NOTE: G.C. SHALL STRUCTURALLY BRACE ALL "END CAP" SHELVING AS REQUIRED TO WITHSTAND POSSIBLE IMPACT FROM ROLLING SHELVING. NOTE: SEE SHEET A.1 .q00 FOR DETAILS OF ALL STOCKROOM SHELVING SHELVING COMPONENTS - FURN. BY TENANT, INST. BY G.C. NOTE: SEE SHEET A.1 .q10 FOR DETAILS OF ALL MISC. STOCKROOM FIXTURES FURN. BY TENANT, INST. BY G.C. NO E: PRIOR TO INSTALLATION OF STOCKROOM SHELVING $ STOCKROOM ACCESSORY ITEMS, G.G. SHALL VERIFY THAT ALL STOCKROOM COMPONENTS CAN BE INSTALLED AS SHOWN ON THIS DRAWING. IF FIELD CONDITIONS PROHIBIT INSTALLATION AS SHOWN, OR PRESENT OPPORTUNITIES FOR EXPANSION, G.C. SHALL NOT CONTINUE WITH ANY INSTALLATION AND NOTIFY TENANT FIELD REP IMMEDIATELY. 241-0" NEW MIRROR MOUNTED OPPOSITE BENCH ! 6' -3" A.F.F. SEE A.I.720 FOR TYPICAL DETAILS NEW 4' -O" x 2' -O" BENCH — RELOCATED EXISTING SMALL GRAPHIC FRAME MOUNTED AT 4' -64" A.F.F. TO BOTTOM OF FRAME. SHELVING END TREATMENT LEGEND 1 r 1 1 r PREFAB PUNCHED METAL BRACKETS WITH FOLDING SHELF. SEE DETAIL A /A.I.g00 AND /OR A/A.2.g00 (TYP) PREFAB PUNCHED METAL BRACKETS (PARTIAL HEIGHT). SEE DETAIL A /A.I.g00 AND /OR A /A.2.g00 (TYP) PREFAB PUNCHED METAL BRACKETS (FULL HEIGHT). SEE DETAIL B /A.I.g00 AND /OR B /A.2.g00(TYP) LADDER HANG BRACKET. SEE DETAIL C /A.1.g00 AND /OR C /A.2.g00 (TYP) NOTE: SEE SHEET A.I.g20 FOR DETAILS OF ALL MISC. SALES /FITTING ROOM FIXTURES FURN. BY TENANT, INST. BY G.C. 24' -0" 1121-2" 11614" CASH 4 WRAP - FURN. BY TENANT, INST. BY G.0 SEE SHEET A.I.g40 FOR DETAILS. H 24' -0" FIXTURE PLAN SCALE: 1/4" = 1' - 0" SQUARE FOOTAGE AREA SQ. FT. SALES AREA 4,715 76% FITTING ROOMS 472 8% STOCK ROOM 716 12% TOILET ROOM(S) 82 1% EGRESS CORRIDOR 167 3% OFFICE N/A N/A TOTAL 6,152 100% 24' -0" NOTE: EXISTING CONSTRUCTION (51.10WN GHOSTED) TO REMAIN. REFURBISH AS INDICATED /REQUIRED. 4' -O" 4' -6" 0 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION aTyRgAstn FEB 0'22012 PERMNTCENTER <4 Z FE' 4t4 11-1 Emi rzO L I-1 W E-+ E--+ N O czt I=i 5 U N cc N og rl,‘= IN X00 3405 REGISTERED ARCHITECT TH L. BUTTS STATE OF WASHINGTON JAN 2 4 2010 • n_L tu X L W E-1 o 0 E-i 11 U O 4 F-4 '6_ 0- O WU) Z NQ 4t x tV) U �_v O Store No. 47 Drawn by: Approved Drawing No. A,0.106 0 i to tf- n s EP-Sel NOTE: DETAILS SHOWN BELOW ARE FOR SCHEMATIC PURPOSES ONLY. ALL ADA ACCESSIBLE TOILET ROOMS ARE EXISTING TO REMAIN. G.C. SHALL UPGRADE FIXTURES ONLY IF . NEEDED TO MEET ADA REQUIREMENTS. VERIFY IN FIELD AND COORDINATE WITH TENANT FIELD REP. HAND DRYER #B_ 7(20 1NNITE FRP PANEL WAINSCOTING ADA FAUCET ADA LAV.ATOR CFC-3e3— N. MA 17" MIN A TOILET ROOM ELEVATION A.0.150 SCALE : 3/4" = 1' -0" G.C. SHALL INSULATE HOT - niATER $ DRAI! PIPES, ENSURE THERE ARE NO SHARP OR ABRASIVE SURF-'ACES UNDER LAVATORY CPC -3e3 MIN XiN FAUCET -- IF RECD INSTALL NTH SI4EET 'F'.0.I COORD TOILET ROOM ELEVATION A.0.150 SCALE : 3/4" = 1' -0" YIALL CEILING See WHITE °RP NA I NSCOTI N NEL SEMI RECESSED TOILET T IS uE DISPENSER ADA MATER CLOSET ADA NATE,R —( CLOSET' C RECESSED TOILET TISSUE DISPENSER TOILET ROOM ELEVATION A.0.150 SCALE : 3/4" = NOTE: • FAUCET CONTROLS $ FLUSH VALVE ON TOILET SHALL BE OPERABLE WITH ONE HAND $ SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBF. • BLOCKING REQUIRED FOR GRAB BAR, PAPER TOWEL HOLDER AND TOILET PAPER HOLDER • PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM it WALL PRIOR TO PAINTING. • FLUSH CONTROLS MUST BE MOUNTED ON THE WIDE SIDE OF THE TOILET. • OBJECTS PROJECTING INTO ACCESSIBLE ROUTES WITH LEADING EDGES BETWEEN 27" AND 80" A.F.F. PROTRUDE NO MORE THAN 4" INTO ACCESSIBLE CIRCULATION SPACES. • DISPENSERS MUST PERMIT CONTINUOUS PAPER FLOW, AND MUST NOT CONTROL DELIVERY • (WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET ROOMS AND ANY OTHER LOCATION WHERE WATER I5 USED. EXTEND MINIMUM 6" UP WALLS • DRINKING FOUNTAIN (WHERE OCCURS - IN NON- PUBLIC AREAS ONLY): G.C. SHALL FURN. $ INST. WHITE FRP PANELS BEHIND AND ADJACENT TO FIXTURES 0 4-0" A.F.F. AND 15" MIN. PAST FIXTURE. • MOP BASIN (WHERE OCCURS): G.C. SHALL FURN. $ INST. WHITE FRP PANELS BEHIND AND ADJACENT TO FIXTURE ! 4' -0" A.F.F. AND IB" MIN. PAST FIXTURE. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION crtr�tu n FEB 0 2 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY NAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. c�h rrt 4:4 Z EN' 4t • int r:4 d 3405 REGISTERED ARCHITECT ENNETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 l W O r- 4 O E -4) O. W (2' 4c0 Ww U � Ws 3 n Q � USt- Store No. 47 • Drawn by:. Approved Drawing No. A.0.150 E cn 0 0 n 0 c1 PASSAGE EXISTING DRYWALL CEILING 4D 10' -0" A.F.F. EP-3e3 in EGRESS CORRIDOR EXISTING DRYWALL CEILING CP 8' -0" A.F.F. EP-363 SeBx 25' -2" jSeBx 1 STOCKROOM NO CEILING SeBx SeBx SeBx SeBx Tx SeBx EQUIPMENT ROOM EXIST. l-IC. TOILET ROOM EXISTING DRYWALL CEILING TO REMAIN B71-0" NOTE: SEE SHEET A.1.500 $ A.I.501 FOR COORDINATION OF STOREFRONT SOFFIT HEIGHTS. 4' -6" Se4x fix A,F,F. W&4•4eXHeXHeX i\7\7\7 `L xTe02 HeXI> xTe02 HeXJI I HeXI) l HeX' `-1-1 1463 Se4x Se4x He Se4x Se4x 3' -O" Se4x 33 Pe2x Pe2x Pe2x Pe2x X • EQ. x x1 1 EQ W_e74- IeXH_e_H X_e_X xTe02 Rn ,IxTe01 xu i xNai .II -11 HeXI)fl xTe02 He}:r) HeX 4 .�I 5' -0" HeXI" (TYP.) 3' -0" Rn 6' -0" a EQ tu PATCH AND REPAIR EXISTING DRYWALL CEILING AS - REQUIRED [P-3e3 °► (TYP) a° xwei.I x4&:11 1xTe01 ul xTe02 He)4- IeXWeX1-1eX He3 1-e3 1-e3 He3 X Pe2x x OF OPENING FIXTURES 12' -2" r Pe2x CENTER Pet ABOVE. EA FI TYF. AT ALL FIT "I OMS Pe2x Pe2x R @ _1 op xTe05 He3& 11 II 1-6393 II WeX He)WeXHeXWeXHeX xTe03 EXISTING CEILING BEAM TO REMAIN. NEW 3/5" DRYWALL TO BE APPLIED TO BEAM. PAINT CP -2e] (TYP) 14e3 '3 14e3 14e3 1-1e3 1-1e3 14e3 PREFAB. CEILING BEAM ASSEMBLY EP-2e] xTe02 xTeO45 He3 1-1e)4- IeXHeXWeXII 6 —He3 143 He3 1-1e3 He3 . xTe07 He3 14e3 II 143 63 II II 1-63 93 II 14e3 14e363 II II 14e393 EQ X Rx EQ 2'- 1-1e3 14e3 14e3 He3 He3 14e3 xTe07 — I- Se4x — �-1- — S —e4x♦- Se4x _ Se4x 143 �xTe01 II We»leXHeXWeX He3 (,b J `L xTe02 X ±111 PREFAB. CEILING BEAM ASSEMBLY EP-2e] To 0_ 1- '7xTeO2— Q SALES AREA EXISTING DRYWALL CEILING 12' -O" A.F.F. CP -3e] xTe02 143146314343 14e3 14e3 14e3 14e3 He3 He3 _ _le = = 4$ == _� =�Q= == =�Q = =$ IxTeoq 1463 14e3 He3 1463 He3 He3 14e3 143 xTe05 14e3 2' -0" 14393 II He3 1.43 63 1-1e393 II He3 i II 143 63 14e393 14e3 143 14e3 1-e3 He3 14e3 Pe 14e3 1-1e3 We 14e3 1463 He3 He3 X I 143 143 Pe OF CASH /WRAP He3 0 Pe 1463 (Rx Rx 14e3 1-1e3 1-1e3 163 1463 14e3 xTe0q He3 143 14e3 14e3 14e3 1-1e3 He3 14e3 14e3 xTe08 cam= = _ a = =$= = =H 3 = =9== = =H = =�= = =H = 63 1-1e3 We01 xTe02 HeXI� 1 WeX;�11 HaXI� -� xTe02 We)4- IeXHeXWeX = xTe03 HeX He)4- IeXWeXWeXWeX 6" 1ie0l xTe02 _7\ $x , He3 We)44eXWeXWe II 14e3 x x x -- - - - - ±— x 24' -0" OPENING FIXTURES 24 -0" NEW / EXISTING FIXTURE LEGEND EXISTING TRACK TO REMAIN EXISTING TRACK TO BE RELOCATED SEE TRACK SCHEDULE NEW TRACK SEE TRACK SCHEDULE ! EXISTING FIXTURE TO REMAIN \\ EXISTING FIXTURE TO BE RELOCATED 8 NEW FIXTURE KEY NOTES: SAES /FITTING ROOM CE ING - SHALL BE 5/S' TYPE OVER DR`"NALL SUSPENSION SYSTE.M1 AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL. - SEE DETAIL. A /A.0.200 DRYv4AL L CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES /STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. CEILING BEAMS, STOCKROOM CEILING - NO CEILING, UNLESS REQUIRED BY LANDLORD OR LOCAL BUILDING CODES - G.C. SHALL FURNISH AND INSTALL USG INTERIORS, INC. 'AURATONE', FIRECODE, OMNI FISSURED PATTERN 2'x4' ONE HOUR RATED, LAY -IN, SUSPENDED CEILING #33q- 141-1ITE. SUSPENSION SYSTEM SHALL BE AS MANUFACTURED BY USG INTERIORS, INC. DONN CEILING SUSPENSION DXL SERIES, WHITE EXPOSED 2'x4' GRID SYSTEM. SIGN - FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.C. SEE SHEET A.1.800 FOR MORE INFORMATION. ACCESS PANELS - G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ABOVE CEILING MAINTENANCE. ACCESS PANELS SHALL BE 18 "X18" AS MANUFACTURED BY WIND -LOCK, STEALTH PANEL #TR -APOIB CP -3e] (TYP). G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR AU. NEW AND EXISTING ABOVE CEILING COMPONENTS REQUIRING MAINTENANCE ACCESS (e.g. HVAC UNIT CONTROLS, SHUT OFF VALVES, DAMPER CONTROLS, J- BOXES, ETC. - LANDLORD AND /OR TENANT PROVIDED - G.C. TO VERIFY IN THE FIELD). COORDINATE ALL LOCATIONS WITH TENANT FIELD REPRESENTATIVE. 112' -2" 116' -8" FITTING ROOMS EXISTING DRYWALL CEILING 10' -0" A.F.F. [P -3e] NOTE SUSPE AN 1FACT iR ANY ALTERNATE SY TENANT. SYSTEM TO. BE AS USG INTERIORS, IN UST BE APPROVED P,G 1„ CAA. VERTIC AL HANGER —. SIRE 70 67R: C °LRE ABOVE. '12 O,C. FIRE C-C. A::t NE , AT PER I IETER l -1 RAT_ TEES I 4%) O.C. SE DRYWALL SUSPENSION SYSTEM NOT TO SCALE WHERE OCCURS, E.G. SHALL CENTER LIGHT TRACKS ON WALL BAY(S) AS CLOSE AS POSSIBLE, WITH A MINIMUM OF 6" BETWEEN ADJACENT TRACKS. 143 SeB xTe02 1431-1e31-1e31-43 12' -0' A.F,F. xTe02 n(WeX ' iHeX 1121, v <HeX — xTe0B He3= 1463 143 EQ. ' xTe05 14e3 21_0" 1-63 93 II He3 i II 14e36:. He3 g II He3 i 11 143 63 14e39:, (Ric) 2-0' ,q . 143 ' 143 xTe07 14e3 .4 He3 1463 r k •xGe2xGe2xGe2 • e3.1 • L'Ik hijr- • • L ?k. ar . erJ er IC. 5/8" TYPE 'X' DRYWALL EP-3e3 (TYPICAL) 0 I- 3 pC OI tnk0 ID 4' xTe04 2' -0" II 1436, II II 0 n 14e315, 11 \"' -2" 7# 1463 He3 1463 14e3 Rx1 13' -6" He3 143 •xTe07 14e3 143 14e3 143 14e3 He3 1-1e3 14e3 xTe05 = = 143 14e3 = & = == 46 == = == 3== 9 = = = =3= - PREFAB. CEILING BEAM ASSEMBLY CP -2e] 6"' xTe01 1 xTe02 II He)4- IcXWeXHeX 14e3 f� II II 3 txTe03 xTe02 <WeX I1144SX Ir ;Hex 'KIWeX (- -O' A.Q.F. 4 8 xTe02 \ 84y 8 xTe02 8 xTe02 143-1614e31-1e3 143ae3 Hai He3 1-1e3-161-1e31-163 X — ± --- ±- - -Se43' Se8 :.' xTe06 24' -0" 24 -0" 4' -0" 4' -6" REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" I DECK IN AREAS 1'.ERE I EXPOSED, kITI SLIP JOI IROOF DECK EOARD TO IE DECK IS T DETAIL AT NOTE: G.C. SHALL COORDINATE ON SITE ALL WIRING REQUIRED BY NEW WORK. VERIFY WITH TENANT FIELD REP AS NECESSARY. NOTE: SEE SHEET A.1.500 4 A.1.501 FOR COORDINATION OF STOREFRONT SOFFIT HEIGHTS. I8 "xlB" ACCESS PANEL EP-3e3 - FURN. 4 INST. BY G.C. (TYP) (4e) 5/8" TYPE 'X' DRYWALL CP -3e] (TYPICAL) CENTER 'Re4' LIGHT FIXTURE IN METAL PANELS (TYP) SIGN ABOVE LEAD TRACKS ARE BELIEVED TO BE EXISTING. IF TRACKS DON'T EXIST COORDINATE WITH FIELD REP. ON LOCATION OF NEW TRACKS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION • GI1"YRFo 11 A FEB Q22012 PERMff CENTER pz17 z EN' r:40 4:4 w0 3405 REGISTERED ARCHITECT K METH L. BUTTS STATE OF WASHINGTON JAN 2 4 2011i z ILL U REFLECTED Store No. 478 Drawn by: Approved Drawing No. A,0.200 s ID [WD -11e] CST -2e] (TYP) ALUMINUM GLAZING SYSTEM CM -4e] FURN. BY TENANT INST. BY G.C. (TYP) OF SIGN 1 4 PORTAL SIGN CND -11e] CST -2e] (TYP) ALUMINUM GLAZING SYSTEM CM -4e] FURN. BY TENANT INST. BY G.G. (TYP) 3M FROSTED FILM CFASCARA #S1-12MACR1- "MAT CRYSTAL I "] APPLIED TO THE DISPLAY WINDOW SIDE OF GLASS BY G.C. (TYP.) [BR -le] [P -le] (TYP) REVEAL (TYP) NEUTRAL PIER LEASE LINE r >n NEIN MI MINN MI IMO -I ALUMINUM GLAZING SYSTEM [M -4e] FURN. BY TENANT INST. BY G.C. (TYP) CAPITAL TRIM ASSEMBLY CWD -1e] EP-le] (TYP) EXISTING SUSPENDED 5/8" [167 DRYWALL LINE OF FINISHED FLOOR BEYOND 83' -4" N.T.S. PREFAB. ENTRY PORTAL FURN. BY TENANT INST. BY G.C. SEE SHEET A.I.450 FOR ASSEMBLY DETAILS MALL FINISHED FLOOR STOREFRONT ELEVATION A.I.300 SCALE: I /2" I' -0" [1:25] PREFAB. ENTRY PORTAL FURN. BY RELOCATE EXISTING TCAIAAIT IAIGT GY r_ I' GCC nLICCT EDGE -LIT EXIT SIGN AS II ALUMINUM GLAZING SYSTEM CM -4e] FURN. BY TENANT INST. BY G.G. (TYP) 3/4" [Iq] x2" C38] [B -4e] [P -Ie] (TYP) 1/2" [13] TEMPERED PLATE GLASS [GL -Ie] ! DISPLAY WINDOW BEYOND (TYP) DISPLAY CASE ASSEMBLY 'Al. SEE SHEET A.I.740 FOR DETAILS ALUMINUM GLAZING SYSTEM BASE CM -4e] ® DISPLAY WINDOW BEYOND (TYP) FINISHED FLOOR CFC -4e] C13-6e] CP -1e] (TYP) INTERIOR STOREFRONT ELEVATION SCALE: 1/2" s 1' -0" [1:25] 1/2" [13] TEMPERED PLATE GLASS [GL -le] ! DISPLAY WINDOW BEYOND (TYP) DISPLAY CASE ASSEMBLY 'A'. SEE SHEET A.1.740 FOR DETAILS [BR -1e] EP-le] (TYP) LEASE LINE NEUTRAL PIER REVEAL (TYP) PREFAB. VALANCE ASSEMBLY CP -1e] (TYP) DEMISING PARTITION LEASE LINE [B -5e] [P -le] (TYP) PLINTH BLOCK [WD -le] EP-le] (TYP) KEY NOTES: (le) SIGN - FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.C. SEE SHEET 'A.1.800' FOR MORE INFORMATION. (2e) DECAL - FACE ADHESIVE, INSTALLED ON STORE SIDE OF GLASS, FURNISHED BY TENANT AND INSTALLED BY OTHERS. GLASS CLIPS - G.G. SHALL FURNISH AND INSTALL 180' CLEAR ACRYLIC GLASS CLAMPS, PART #4M- GC18OR AS MANUFACTURED BY HI -TECH GLAZING SUPPLY. THIS CONTRACTOR SHALL CONTACT HI -TECH GLAZING SUPPLY AT 604 - 501 -1212 FOR INFORMATION. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETI4IEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: ALL PREFABRICATED COMPONENTS (PILASTERS, COLUMNS, VALANCES, CEILING BEAMS, NAILERS, ETC.) FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL. KNOWLEDGE OR EFFORT. IJ I� -U z2- REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION. cmYRWISIA FEB, 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 44 z E-4 4t Qr;4 wo 3405 REGISTERED ARCHITECT TH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 STOEFRONT Store No. 47 Drawn by: Approved Drawing No. A.1.300 0 0 0 n 0 n REQUIRED. COORDINATE • • __• ( -- _ _. - "• -" -'"' " ' -- -_._. WOOD ;JkDle] CEILING SYSTEM [P -3] [7 TYP ASSEMBLY DETAILS BEAM CP -2e] (TYP.) P -e7 (TY r I ' .° ( I I ! f j!i 111111111111111.11111111 flf j / 4:; ) V CV -4- ri _ kO _ I O — DEMISING PARTITION �� r �% u LEASE LINE �f 44 t il� { 'k` %!. �F €fl 1 (E .','t }t �z�ts {s t, } 1 a I � € {� (( t % j { f 4 —_--- __._ `^--- �- '- .,,'«- :...W,.._.....� . . ..— .• '_" '."..- "/ ,- ''.^'_ „.'"._'^`"• "- - ''•.•t. - _.,.'...'{,_..F.�...ej . i ;""^,"�. ! 1 y a t i f l a 3 itt t gg �F =F1 € Sj € €' S tp #} #2} t i :{ { E ' l ,# is l� .} F. { £ }: :}j f' {{£!t }tl:i }:�'t EF I # } 11 # $ } � t }( �':€ i F f j €€ t' #i # i I` i € �F }' i € t }F t )( i f F� ` i ? � ( i 1 £ fit, ; it { � E F }} e! 11 } a i } } i t it }FI i } � { t33 £z zr{ f t[ E E{ { 7 I ( #;F# jj' ` T 3l`(F !it} tt E E'$` €€ {ti6:i 4 Y# f�i' S':3 €t sFaz 1` I 1I ROLLING GRILLE EMERGENCY MANUAL RELEASE SYSTEM / ROLLING I LLE � / / / / \ \ < [[ £tftF£i ( �jjjj} _f f f #?€ I€ F � #fi i F= { ijif� } #1 S ( }1 ( JJ 7 } y f } ['t { } }3 1 S i # t } ?= } S } t} {t t:!I.� (Pf it[ {�i i # E' ( zs t t } {tt € f k {Ft E ?ff [[ :f' i zL�:, t }€ t }! 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E i 1 t F <fj�f€ }tt! fi �t Ft{t l ? ` t f f 3 I f }1 li fE 3 [( E } � J fj7 , .3 sl < F {{ t -� { F # [( j I �c t {,t / ( - ,. ,{Sf E ��} i f ?: t£f �t ( s t �# ;f? f1 €}' t I � i t t3: S.#f F I 1 i .,, .... .. .......... .,.. .. ..... .::: i # E -i. t t � ,s , # i j 1 £: � € # €f €;€ £f! i # 4 €f i E F,z # 1 t t.� }, E ?f �f # I ......... ., '::. ':::'., ............... .. .. ...:. . ... .... ....: .', .... ...,... .. ..... .. .ai ,?f!: [B -4e] [P -Ie] (TYP) 1/2" [13] TEMPERED PLATE GLASS [GL -Ie] ! DISPLAY WINDOW BEYOND (TYP) DISPLAY CASE ASSEMBLY 'Al. SEE SHEET A.I.740 FOR DETAILS ALUMINUM GLAZING SYSTEM BASE CM -4e] ® DISPLAY WINDOW BEYOND (TYP) FINISHED FLOOR CFC -4e] C13-6e] CP -1e] (TYP) INTERIOR STOREFRONT ELEVATION SCALE: 1/2" s 1' -0" [1:25] 1/2" [13] TEMPERED PLATE GLASS [GL -le] ! DISPLAY WINDOW BEYOND (TYP) DISPLAY CASE ASSEMBLY 'A'. SEE SHEET A.1.740 FOR DETAILS [BR -1e] EP-le] (TYP) LEASE LINE NEUTRAL PIER REVEAL (TYP) PREFAB. VALANCE ASSEMBLY CP -1e] (TYP) DEMISING PARTITION LEASE LINE [B -5e] [P -le] (TYP) PLINTH BLOCK [WD -le] EP-le] (TYP) KEY NOTES: (le) SIGN - FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.C. SEE SHEET 'A.1.800' FOR MORE INFORMATION. (2e) DECAL - FACE ADHESIVE, INSTALLED ON STORE SIDE OF GLASS, FURNISHED BY TENANT AND INSTALLED BY OTHERS. GLASS CLIPS - G.G. SHALL FURNISH AND INSTALL 180' CLEAR ACRYLIC GLASS CLAMPS, PART #4M- GC18OR AS MANUFACTURED BY HI -TECH GLAZING SUPPLY. THIS CONTRACTOR SHALL CONTACT HI -TECH GLAZING SUPPLY AT 604 - 501 -1212 FOR INFORMATION. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETI4IEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: ALL PREFABRICATED COMPONENTS (PILASTERS, COLUMNS, VALANCES, CEILING BEAMS, NAILERS, ETC.) FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL. KNOWLEDGE OR EFFORT. IJ I� -U z2- REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION. cmYRWISIA FEB, 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 44 z E-4 4t Qr;4 wo 3405 REGISTERED ARCHITECT TH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 STOEFRONT Store No. 47 Drawn by: Approved Drawing No. A.1.300 0 0 0 n 0 n #8 SCREWS 0 12" C305] D.C. EACH SIDE DOUBLE METAL STUD POST POST 16 GA. MT TRACK TO BE 3 5/8" Cc12] 16 GA. CC STUD EACH SIDE TYPICAL DOUBLE STUD POST DETAIL A.1.400 SCALE: 3" = 1' -0" C1:43 W fa z CB -5e] CP -le] a (TYP) z N o° U W H 01 PREFABRICATED WALL CASE RETURN [P -le] CORNER TRIM SEE DETAIL F /A.1.700 CWD -1e] EP-le] (TYP) EQUAL (524] [WD -2e] EP-1e3 41" 2 [n4] 8' -2" 41" EQUAL 02459] (114] (8 -5e] EP-le] (TYP) 1' -0" [305] KEY NOTES: CONCEALED SLOTTED STANDARD - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL D /A.1.700 AND ELEVATIONS ON SHEET 'A.1.600' FOR SIZE AND LOCATION. L NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM $ WALL PRIOR TO PAINTING. ID w DEMISING PARTITION PREFABRICATED PILASTER CP -le] LEASE LINE v LINE OF DRYWALL CEILING BEAM ABOVE 0 10' -I1 3/5" (3337] A.F.F. 4. OF POST 4" [102] WOOD FRAME WITH 1 /6" [3] ALUMINUM TRANSITION STRIP FURN. * INST. BY G.0 (TYP) (15-4e] EP-1e3 (TYP) ∎ip NEUTRAL PIER CB -6e] EP-le] (TYP) DISPLAY CASE ASSEMBLY 'A' SEE SWEET A.I.740 FOR DETAILS 1/4" C6] X 1 1/2" C35] CONSTRUCTION LAG -SCREW 1147872 STAR DRIVE, 1000 HOUR BRONZE CERAMIC COAT, TRUSS HEAD, TYPE 17 CUT POINT 3 5/8" 092] METAL STUD FRAMING CPC 4e] 5/8" [16] TYPE 'X' DRYWALL n ID u x 4t U MET FURN INST. PANELS CM -4e). BY TENANT, BY G.C. (TYP) PREFAB. ENTRY PORTAL FURN. BY TENANT INST. BY G.G. _ SEE SHEET A.1.450 FOR ASSEMBLY DETAILS TUBE STEEL SUPPORT FOR ROLLING GRILLE [BR -le] CP -Ie] ALUMINUM GLAZING SYSTEM PREFINISHED CM -4e] (TYP) 1/2" (13] TEMP. PLATE GLASS CGL -le] (TYP.) DOUBLE 3 5/6" C92] 16 GA. (MIN.) METAL STUD COLUMNS TO SUPPORT HEADER ABOVE (TYP) DID - 0 L - 2// // /// % re// / /ra / — G.C. SHALL EXTEND MALL TILE TO STOREFRONT GLAZING SYSTEM 1/4" C6] BUTT JOINT (NO SILICON) (TYP) LEASE LINE 1/4" [6] BUTT JOINT (NO SILICON) (TYP) 1/4" C6] BUTT JOINT (NO SILICON) (TYP) A.I.501 A A.1.500 1" [25] (4 OF 8) EQUAL GLASS PANES (13] C4%3 PLAN SECTION @ STOREFRONT �A.1.400 SCALE: 1 1/2" = 1' -0" [I:6] NOTE: SEE SWEET 'A.1.401' FOR CONTINUATION OF STOREFRONT PLAN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION CITY FEB, 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON T1-1I5 SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY NAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. c�7 4:4 crg z Foi rim! 0.1.1 E-1 w0 4:4 U 11 gkel t- M O U c� E- N W8 c C� 00 N app 3405 REGISTERED ARCHITECT ENNETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 STOREFRONT Store No. 47 Drawn by: Approved Drawing No. A.1.400 0- cD n 0 n 0 n EQUAL KEY NOTES: EQUAL CONCEALED SLOTTED STANDARD — INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISI-IED SY TENANT AND INSTALLED BY G.C. SEE DETAIL D/A.1.700 AND ELEVATIONS ON SWEET 'A.1.600' FOR SIZE AND LOCATION. NOTE: PAINTING CONTRACTOR S1-IALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM 4 WALL PRIOR TO PAINTING. 1'-0" C3053 151-0" [4572] 10-0" C48773 1'-0" C3053 4. OF POST OF POST 4" [102] WOOD FRAME WITH 1/8" C33 ALUMINUM TRANSITION STRIP FURN. 4 INST. BY G.0 (TYP) LINE OF DRYWALL BEAM ABOVE 10'—II 3/8" C33373 A.F.F. allala111110311111ANAMO 1/4" C63 X 1 1/2" C383 CONSTRUCTION LAG SCREW *417872 STAR DRIVE, 1000 1-1OUR BRONZE CERAMIC COAT, TRUSS HEAD, TYPE 17 CUT POINT, LINE OF (2) 6" 0523 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 5/8" 063 TYPE 'X' DRYWALL PREFAB. ENTRY PORTAL FURN. BY TENANT INST. BY G.C. SEE SWEET A.1.450 FOR ASSEMBLY DETAILS ROLLING GRILLE UIDE 5/8" C163 TYPE 'X' DRYWALL TUBE STEEL SUPPORT FOR ROLLING GRILLE DOUBLE 3 5/8" Ce123 18 GA. (MIN.) METAL STUD COLUMNS TO SUPPORT HEADER ABOVE (TYP) LINE OF (2) 6" 052] STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 1/4" C63 THICK ALUMINUM ANGLE TRANSITION STRIP LEASE LINE A.1.500 7 Or NOTE: SEE SHEET 'A.I.400' FOR CONTINUATION OF STOREFRONT PLAN 1" C253 5" 027] 1" C253 5" 15'-0" C45723 [127] A PLAN SECTION @ STOREFRONT A.1.491 SCALE: I I/2" 11-0" CI:83 1" [25] A, 5 o [127] 1" C253 5" C1273 1 rr NOTE: SEE SWEET 'A.1.402' FOR CONTINUATION OF STOREFRONT PLAN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 29 2012 City of Tukwila BUILDING DIVISION RFAIS arte tA FEB 02 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO TI115 PROJECT. 3405 REGISTERED ARCHITECT JAN 24 2012i STOREFRONT 0 LIU 1 0_ Store No. 47B Drawn by: Approved Drawing No. A.1.401 1/11/2012 1:20:29 PM EQUAL 4" de le [1143 81-2" (248c13 4-111 00, 2 /, C1143 PREFABRICATED WALL CASE RETURN EP-le] CORNER TRIM SEE DETAIL F/A.I.700 [1D-le3 EP-14 (TYP EQUAL KEY NOTES: CONCEALED SLOTTED STANDARD - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL D/A.1.700 AND ELEVATIONS ON SHEET 'A.1.600' FOR SIZE AND LOCATION. fa C15-5e3 [P-le] 'LI ID (TNT) w I- ° CM PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM WALL PRIOR TO PAINTING. iiE- o 11-0" [305] [13-5e] EP-le] (TYP) Iu PREFABRICATED PILASTER EF'-le] 4. OF POST LINE OF DRYWALL BEAM ABOVE 0 101-11 5/8" (5337] A.F.F. LINE OF DRYWALL CEILING BEAM ABOVE 0 101-11 3/8" [3337] A.F.F. LEASE LINE 03-44 EP-143 (TYP) 111a1111%111111•1111W • LINE OF (2) 6" (152] STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 5/8" CI63 TYPE 'X' DRYWALL ■■■i■-■ ■-■'■i_1■■ • rzTv ; ja2; 1222" 42312"2 212 "512101 r , 0, pi .04 r4 P 04° 0 o' o' 00 e' 0° 0 0° e' ,el o' e' po Fo 0+4 V ,of 04° 0 4#66 4 , 0° , 441 0° 0° 0 04 06 4 4, 04PA P 4 0664 ,o0 vAgemaggammacalowa4, mk.- k xxxxxxxxxxxxx t a xxxxxxxxxxxx, 4 , .- klem C15-663 EP-le] (TYP) DISPLAY CASE ASSEMBLY 'A' SEE SHEET A.1.740 FOR DETAILS 5/8" [16] TYPE 'X' DRYWALL ROLLING GRILLE GUIDE CFCe-463 0 5/8" Cl] TYPE 'X' DRYWALL 3 5/8" [92] METAL STUD FRAMING --LINE OF (2) 6" (152] STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 1/2" CM TEMP. PLATE GLASS [GL-1e3 (TYP.) EBR-1a3 EP-1e3 DEMISING PARTITION earrommtirmrardirai; A.I.500 1/4" BUTT JOINT (No SILICON) (TYP) LEASE LINE 1/4" BUTT JOINT (NO SILICON) (TYP) ALUMINUM GLAZING SYSTEM PREFINISHED (M-4e] (TYP) IF NOT EXISTING, G.C. SHALL EXTEND THE DEMISING PARTITION / NEUTRAL PIER TO WITHIN 3" OF NEW LEASE LINE. COORDINATE WITH MALL OPS. in 1/4" BUTT JOINT (NO SILICON) (TYP) A.1.501 G.C. SHALL EXTEND MALL TILE TO STOREFRONT GLAZING SYSTEM I" [25] 5" (127] I" (25] 5" (127] (4 OF 8) EQUAL GLASS PANES [Pr NOTE: SEE SHEET 'A.1.4011 FOR CONTINUATION OF STOREFRONT PLAN PLAN SECTION @ STOREFRONT A A 1.402 SCALE: 1 1/2" 11-0" [1:8] [498] I" [13] 2 bLJO22 NEUTRAL P1 PIER Mamnabboassisr REVIEWED FOR CODE COMPLIANCE • APPROVED FEB 29 2012 City of Tukwila BUILDING DIVISION enRSAirtrat y A FEB 0 2 2012 PERMIT cRaELR NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY 1-IAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO T1115 PROJECT. 3405 REGISTERED ARCHITECT 1 E H L. BUTTS STATEOFWASHINGTON '; STOREFONT JAN 2 4 2012 • Store No. 47 Drawn by: Approved Drawing No. A.1.402 /11/2012 1:20:31 PM 1 16' -10" 10" /[ 254 C5131] 15' -2" C4623] 10" SEE A.1.500 PREFAB. WOOD PANELS CWD-9e] PREFINISHED [ST -2e] (TYP) ROLLING GRILLE X, TENANT FINISHED FLOOR i PREFAB. METAL PANELS CM -4e] (TYP) ELEVATION - STORE SIDE A.I.450 SCALE: 1/2" = 1' -0" [1:25] 113620 STRAI GHT WALL LEFT EAGLE LOGO CUT -OUT CWD -8e] [ST -2e] PREFAB. METAL PANELS [M-4e3 (TYP) PREFAB. WOOD PANELS [WD -9e] PREFINISHED [ST -2e] (TYP) 5' -03" 4 [1543] N Lu [WD -8e] PREFINISHED [ST -2e] (TYP) O STORE Q SIDE 1/4" [6] X 1 1/2" C38] CONSTRUCTION LAG SCREW #47672 STAR DRIVE, 1000 HOUR BRONZE CERAMIC COAT, TRUSS HEAD, TYPE 17 CUT POINT TENANT FINISHED FLOOR N 5 ELEVATION A.I.450 SCALE: 1/2" = I' -0" [I:25] IL > 113619 STRAIGHT WALL RIGHT PREFAB. METAL PANELS CM -4e] (TYP) EAGLE LOGO CUT -OUT END-8e3 [ST -2e] PREFAB. WOOD PANELS CWD -qe] PREFINISHED [ST -2e] (TYP) 5' -04' [1543] IuI CWD -8e] PREFINISHED CST -2e] (TYP) ID MALL SIDE STORE SI E 113616 U -WALL RIGHT 1/4" [6] X 1 1/2" [38] CONSTRUCTION LAG SCREW #47872 STAR DRIVE, 1000 HOUR BRONZE CERAMIC COAT, TRUSS HEAD, TYPE 17 CUT POINT TENANT FINISHED FLOOR c1 EQ OF ROLLING GRILLE EQ 0 n MALL SIDE ELEVATION - GRILLE CENTERED A.1.450 113620 STRN GHT i WALL LEFT 113617 U -WALL LEFT 113617 U -WALL LEFT 113619 STRAIGHT WALL RIGHT 113616 U -WALL RIGHT 113618 WALL BOY, (2X) �aA ASSEMBLY ISOMETRIC A.I.450 NO SCALE (GRILLE CENTERED) SCALE: 1/2" = 1' -0" [1:25] PREFAB. WOOD PANELS CWD -9e] PREFINISHED CST -2e] (7) ID u PREFAB. METAL RECESSED LIGHT PANELS CM -4e] (TYP) FIXTURE (TYP) I6' -10" C5I31] 15' -2" [4623] CWD -8e] PREFINISHED CST -2e] (TYP) O. DI REFLECTED PLAN VIEW - GRILLE CENTERED SCALE: 1/2" = 1' -0" [1:25] NOTE: DETAILS SHOWN HERE ARE FOR SCHEMATIC PURPOSES ONLY. REFER TO MILLWORK PACKAGE DOCUMENTATION FOR PROPER ASSEMBLY /CONFIGURATION 88 SCI- EMAT I C AXONOM ETR I C A.1.450 NO SCALE (GRILLE CENTERED) i).:=040 [2547 1/4" [6] X 1 1/2" [58] CONSTRUCTION LAG SCREW #47672 STAR DRIVE, 1000 HOUR BRONZE CERAMIC COAT, TRUSS HEAD, TYPE 17 CUT POINT REA /iEYED FOR GODS COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION NOTE: USE Y4" -20 BOLTS TO ASSEMBLE. ADD SCREWS IF NEEDED. CITY FEB 0 2 2012 PERMIT CENTER NOTE: DETAILS SHOWN ON THIS SHEET ARE FOR SCHEMATIC PURPOSES ONLY. ALL COMPONENTS ARE PREFAB. - FURN. BY TENANT, INST. BY G.C. COORDINATE WITH TENANT REP. C`7 ,4W Ez4 Z E,4 E=4 WO 3405 yr REGISTERED ARCHITECT KE ETH L. BUTTS STATE OF WASHINGTON JO 24 2012 Store No. 0. Drawn by: • Approved Drawing No. A.1.4S0 EXISTING TOP CHORD OF JOIST 362TI25 -33 METAL TRACK SECURELY FASTENED TO TOP CHORD OF BAR JOIST (TYP) DIAGONAL WALL BRACE SEE DETAIL F /A.I.510 MALL BULKHEAD SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 362T125 -33 METAL TRACK (TYP) 5/8" CIO DRYWALL BY G.C. [P -10e3 16 Ga. ALUMINUM TRIM PREFINISHED CM -4e] (TYP) \ 15' -6 C4724] A.M.F. 3625162 -33 METAL STUD FRAMING 0 16" C406] O.C. (TYP) IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. TO EXTEND DRYWALL TO UNDER -SIDE OF DECK MOVE AND FIRESEAL 1' =0" [3041 • 1' =0" [3051 • 1' -4' [407] • 411* 6" [153] ID I1' -11 3/8" C3642] A.F.F. G.C. SHALL INSTALL NEW SUSPENDED CEILING SYSTEM AS REQUIRED TO MATCH EXISTING. 3/4" [IT x2" (51] WOOD TRIM [WD -le] CP -le] (TYP.) 5/8" [16] DRYWALL BY G.G. CP-2e) G.C. SHALL REMOVE EXISTING MIRRORED BULKHEAD. [WD -qe] PREFINISHED [ST -2e] PREFAB. METAL PANELS [M -4e] FURN. BY TENANT, INST. BY G.G. (TYP) SALES AREA 0 [FC -4e] OVER EXISTING FLOORING v ID n .5/8" .[I67 DRYWALL • CP -3e] OVER 3/4" • • Clq] F.R.T. PLYWOOD GRAPHIC TRACK • • SURFACE MTD. LIGHT • SEE DETAIL TRACK FIXTURE FURN. GI/E.0.400 • (TYP.) • • • BY TEN. INST. BY. E:C: 5/6" CM DRYWALL . BY G:C. [P -2e] OPEN 0 .0. 0 0 0 ........................ 0. 0 ................. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5' -0" [1543] 0 0 0 0 0 0 4' -64' [13gi] " {137.. ....4 ". t1q]. 0 0 MP— [102] CND -11e] PREFINISHED CST -2e] OVER 5/8" [16] DRYWALL (TYP) 16 Ga. ALUMINUM TRIM PREFINISHED CM -4e] (TYP) DOUBLE 6005162 -33 METAL STUD HEADER (TYP) G.C. SHALL INFILL ENDS OF COVE WITH DRYWALL. TAPE AND SPACKLE CP -2e] LEASE LINE [WD -qe] PREFINISHED [ST -2e] MALL PREFAB. ENTRY PORTAL FURN. BY TENANT INST. BY G.C. SEE SHEET A.I.450 FOR ASSEMBLY DETAILS. 1/2" CI3] TEMPERED PLATE GLASS CGL -Ie] ALUMINUM GLAZING SYSTEM PREFINISHED CM -4e] FURN. BY TENANT, INST. BY G.C. (TYP) MALL FINISHED FLOOR A STOREFRONT SECTION A.I.500, SCALE: 1 1/2" 1' -0" E1:53 EXISTING TOP CHORD OF JOIST 362T125 -33 METAL TRACK SECURELY FASTENED TO TOP CHORD OF BAR JOIST (TYP) DIAGONAL WALL BRACE SEE DETAIL F /A.I.510 3625162 -33 METAL STUD FRAMING 16" [406] O.C. (TYP) IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. TO EXTEND DRYWALL TO UNDER -SIDE OF DECK ABOVE AND FIRESEAL 0 1l' -11 3/8" [3642] A.F.F. I� MALL BULKHEAD SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 5/8" [16] DRYWALL BY G.C. CP -10e3 16 Ga. ALUMINUM TRIM PREFINISHED [M -4e] (TYP) 15' -6 [4724] A.M.F. 362T125 -33 METAL TRACK (TYP) CND -IIe] PREFINISHED [ST -2e] OVER 5/8" [16] DRYWALL (TYP) 16 Ga. ALUMINUM TRIM PREFINISHED CM -4e] (TYP) PITTCON DRYWALL MOLDING CC -I -TF OR APPROVED EQUAL WITH 6" RADIUS, FURNISHED AND INSTALLED BY G.C. TAPED AND SPACKLED EDGES. [P-2e3 G.C. SHALL INSTALL NEW SUSPENDED CEILING SYSTEM AS REQUIRED TO MATCH EXISTING. II' -4" [3454] A.F.F. 3/4" tlq] x2' [51] WOOD TRIM [WD -le] CP -1e] (TYP.) KEY NOTES: SIGN FURNISHED BY SIGN CONSULTANT INSTALLED BY G.C. SEE SHEET 'A.1.800' FOR MORE INFORMATION. NOTE: LANDLORD'S BULKHEAD CONSTRUCTION INCLUDING BUT NOT LIMITED TO, SOFFIT, DUCTWORK, PIPING, LATERAL STRUCTURAL BRIDGING, ROOF DECK ETC. SHALL NOT BE USED TO SUPPORT TENANT'S STOREFRONT. G.C. SHALL DIAGONALLY BRACE STOREFRONT FRAMING TO BUILDING STRUCTURE WITH 3625162 -33 METAL STUDS AT 48" O.C. NOTE: IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. SHALL FURNISH AND INSTALL 5/8" TYPE 'X' FIRECODE DRYWALL TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. NOTE: G.C. SHALL FASTEN WOOD GLAZING STOPS W/ #8 TRIM HEAD SCREWS 12" O.C. W/ 5/8" MIN. EMBEDMENT. G.C. SHALL TOUCH UP WITH COLOR MATCHED MATERIAL. (TYP) NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING 5/8" CI6] DRYWALL BY G.C. CP -2e] 5/5" [16] DRYWALL BY G.G. EP-2e] [WD -qe] PREFINISHED CST -2e] 0 EQUAL EQUAL PREFAB. METAL PANELS [M -4e] FURN. BY TENANT, INST. BY G.C. (TYP) SALES AREA ROLLING GRILLE GUIDE (TYP) 1/8" ALUMINUM TRANSITION STRIP FURN. rt INST. BY G.C. (FASTEN BASE TO SLAB) SEE DETAIL G /A.1.700 OF .ROLLI.NG. GRILL m m u STOREFRONT SECTION SCALE: 11/2" = 1' -0" [1:8] SIGN PREFAB. FROSTED SIGN PANEL 5/8" [16] DRYWALL BY G.C. CP -2e] ALUMINUM GLAZING SYSTEM PREFINISHED [M -4e] FURN. BY TENANT, INST. BY G.C. (TYP) LED COVE LIGHT, BY SIGN CONSULTANT, INSTALLED BY G.G. COORDINATE WITH E.0.100 CND -qe] PREFINISHED [ST -2e] RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.G. SEE SHEET 'A.0.2001 FOR MOUNTING LOCATIONS. PREFAB. METAL PANEL WITH 'EAGLE' CUT OUT (TYP OF 2) ADDITIONAL PANEL REQUIRED FOR OPPOSITE SIDE OF ENTRY. MALL PREFAB. ENTRY PORTAL FURN. BY TENANT INST. BY G.C. SEE SHEET A.1.450 FOR ASSEMBLY DETAILS. PREFAB. METAL PANELS CM -4e] FURN. BY TENANT, INST. BY G.C. (TYP) KEY SNITCH FOR ROLLING GRILLE FURN. 4 INST. BY OTHERS MALL FINISH FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION ern, .1 . FEN 0 2 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. N N 3405 REGISTERED ARCHITECT E NETH L. BUTTS STATE OF WASHINGTON JAN 24 2012 Store No. 47 Drawn by: Approved Drawing No. A.1.500 /11/2012 1:20:48 PM KEY NOTES: SIGN FURNISHED BY SIGN CONSULTANT INSTALLED BY G.C. SEE SHEET IA.1.8001 FOR MORE INFORMATION. MALL BULKHEAD SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 5/8" E1] DRYWALL BY G.C. CP-I0e3 16 Ga. ALUMINUM TRIM PREFINISI-IED CM-4e] (TYP) . . • NOTE: LANDLORD'S BULKHEAD CONSTRUCTION INCLUDING BUT NOT LIMITED TO, SOFFIT, DUCTWORK, PIPING, LATERAL STRUCTURAL BRIDGING, ROOF DECK ETC. SHALL NOT BE USED TO SUPPORT TENANT'S STOREFRONT. G.C. S1-IALL DIAGONALLY BRACE STOREFRONT FRAMING TO BUILDING STRUCTURE WITH 3626162-33 METAL STUDS AT 48" O.C. EXISTING TOP CHORD OF JOIST 362TI25-33 METAL TRACK (TYP) CND-11e] PREF I NI SI-IED CST-2e3 OVER 5/e C163 DRYWALL (TYP) NOTE: IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. SI4ALL FURNISH AND INSTALL 5/8" TYPE 'X' FIRECODE DRYWALL TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. 362TI25-33 METAL TRACK SECURELY FASTENED TO TOP CHORD OF BAR JOIST (TYP) 16 G. ALUMINUM TRIM PREFINISHED EM-4e3 (TYP) DIAGONAL WALL BRACE SEE DETAIL F/A.1.510 NOTE: G.C. SHALL FASTEN WOOD GLAZING STOPS 1A1/ 4#8 TRIM HEAD SCREWS 12" O.C. VI/ 5/8" MIN. EMBEDMENT. G.C. SHALL TOUCH UP WITH COLOR MATCHED MATERIAL. (TYP) NOTE: PAINTING CONTRACTOR SI-IALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. TO EXTEND DRYWALL TO UNDER-SIDE OF DECK ABOVE AND FIRESEAL C3053 5/8" [103 DRYWALL r_cGIR/ ?__ AErf1141C TRACK SEE I DETAIL TRACK IF I XT U RE FURNI Tr-3tl'OVER-3/4" cIq] F.R.T. PLYWOOD ALUMINUM GLAZING SYSTEM PREF I N SHED EM-4e3 FURN. BY TENANT, INST. BY G.C. (TYP) G.C. SHALL INSTALL NEW SUSPENDED CEILING SYSTEM AS REQUIRED TO MATCH EXISTING. 3/4" [1c13 x2" C513 WOOD TRIM CID-1e 3 CP-Ie3 (TYF'.) 5/8" [16] DRYWALL BY G.C. CP-2e] 3M FROSTED FILM EFASCARA #51-12MACR1-"MAT CRYSTAL 1"3 APPLIED TO THE DISPLAY WINDOW SIDE OF GLASS BY G.C. (TYP.) WOOD COLUMN CAPITAL TRIM [fro-l] EP-le] PREFAB PILASTER EP-le] WOOD TRIM CWD-le] EP-le] WALL CASE RETURN CP-le] LEASE LINE SALES AREA [13-6e] EP-le] [4573 PLINTH BLOCK FURN BY TENANT INST. BY G.C. EP-1e3 E5-563 EP-1e3 CFC-4e3 OVER EXISTING FLOORING ALUMINUM GLAZING SYSTEM PREFINISI-IED EM-4e3 FURN. BY TENANT, INST. BY G.C. (TYP) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 29 2012 CB-4e] EP-le] MALL FINISHED FLOOR FE! 02 2012 PERMIT CENTER A STOREFRONT SECTION 1.59/ SCALE: 1 1/2" V-0" [I:83 A. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Store No. 47 Drawn by: Approved Drawing No. 0_ 0 cr 71: 800T200 -33 x 12" TRACK AT END OF BEAM 16 GA. ANGLE CLIP W /(3) #10 TEK SCREWS INTO BOTH HEADER BEAM (TYP 4 PLACES) (2) 8003162 -33 BEAM 800T200 -33 x 12" TRACK AT END OF BEAM 16 A. ANGLE CLIP W /(3) #10 TEK SCREWS INTO BOTH HEADER BEAM (TYP 4 PLACES) REGISTERED ARCHITECT �+ N BUTTS STATE OF WASHINGTON (2) 8009162 -33 BEAM r AN242012 SECTION @ EAR CONNECTION A.1.510 DOUBLE 3629162 -43 METAL STUD - SEE DETAIL B /A.I.400 PLAN VIEW LOCATE DIAGONAL STUDS BRACE EA. BEAM/ COLUMN INTERSECTION. SEE DETAIL E/A.1.510 (6) #8 SCREWS EACH SIDE 362TI25 -43 METAL TRACK (TYP) DOUBLE 3625162 -43 METAL STUD POST DOUBLE 6009137 -43 METAL STUD, COPE FLANGES C STUD COLUMN SEE DETAIL E/A.1.510 DOUBLE 6009137 -43 METAL STUD HEADER (4) #8 SCREWS #8 SCREWS f 12" C305] O.C. EACH SIDE ` (1) 3/8" [1070 HILTI KWIK BOLT 11 IN EXISTING CONCRETE FLOOR W/ 2 1/2" C643 EMBED 2 SIDES MIN. METAL STUDS 3625162 -33 METAL STUD BRACE ® 4' -0" C1219] O.C. MAX. (UNLESS NOTED OTHERWISE) (12' -0" [3658] MAX. LENGTH) P1843 ADJUST BRACE W/ 1/2" [13] BOLT $ WASHER SECTION COPE FLANGES AND BEND WEB TO HEADER W/3 #8 SCREWS MIN. HEAD 0 5/16" C8] DOUBLE 6005137 -43 METAL STUD HEADER SEE DETAIL E/A.1.510 DIAGONAL BRACE LOCATE (2) #8 SCREWS ` BRACE f 20' -0" [6086] O.C. (TYP) 2 DIAGONALS AS SHOWN MIN. PER LENGTH OF WALL HEADER BRACE DETAIL DETAIL A.1.510 NOT TO SCALE A.1.510 NOT TO SCALE REVIE\AED FOR CODE COMP[JANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION I CITY FEB 0-2 2012 PERMIT CENTER Store No. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY NAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawn by: Approved Drawing No. 0 0 to 0 n 0 c4 12' -d" A.F.F. SALES AREA/ STOCKROOM PARTITION [3-5e] [P -le (TYP.) MALL N LEASE i LINE 3/4 "x2" WOOD TRIM [WD -163 [P -le] (TYP.) EXISTING CEILING SYSTEM EXISTING CEILING BEAM ASSEMBLY [P -4e] (TYP.) 12' -0" A.F.F. CND -2e] EP-le] CB -4e] [P -Ie] (TYP.) 4 ir FAUX CASE ASSEMBLY 'A'. SEE SHEET 'A.1.740' FOR DETAILS EL.EVAT10N SCALE: i/4 " =I' -0" 11 .a: .1 rr+ yeetainelf mervowsislowilli WD -2 CP -ie CAPITAL TRIM ASSEMBLY CND -le] EP-le] (TYP) [3-6e] [P -le] (TYP.) PREFAB COLUMN/ PILASTER ASSEMBLY [P -5e] (TYP) 3/4 "x2" WOOD TRIM (TYP.) END-Ie] EP-1e3 WOOD CASE TRIM CWD -le] CP -1e3 (TYP) 12' -0" A.F.F. SALES AREA/ TOILET ROOM PARTITION WD -2e3 EP-1e3 CAPITAL TRIM ASSEMBLY CWD -Ie] EP-le] (TYP) EXISTING PREFAB. VALANCE CEILING ASSEMBLY EP-1e3 (TYP) ASSEMBLY EP-4e] (TYP.) SYSTEM PREFAB. CEILING BEAM ASSEM WD -2 EP-le PREFAB COLUMN/ PILASTER ASSEMBLY EP-5e3 (TYP) PREFAB. CEILING BEAM ASSEMBLY EP-4e] (TYP.) WD -2e CP -ie] 1 WD -2e EP-le] WD -2e EP-Ie] WOOD CASE TRIM CWD -le] EP-1e3 (TYP) a WD -2e] EP-Ie] 3/4 "x2" WOOD TRIM CWD -le] EP-1e3 (TYP.) A L [WD -2e] [P -le] 4 1r 01130111111111111•111111111 111111111111M11111111114110011 4111111111=1111111411101111111111110 --- ormoimamostamm 111111111111111111111111110111 1r-- Namotommome ii/IMURMINAMIIIMMO ._ t lr. aimasonammo r x€11 — PREFAB. WALL CASE DIVIDER /RETURN EP-le] (TYP) PREFAB. VALANCE ASSEMBLY EP-1e3 (TYP) CB -5e] [P -Ie] (TYP.) EXISTING CEILING SYSTEM CB -6e] [P -le] (TYP.) SCALE: 1/4" 0" = I - 0 ELEVATION a�� SCALE: I I WD -2e EP- e3 [B -4e] EP-le] (TYP.) CAPITAL TRIM ASSEMBLY CWD -le] EP-le] (TYP) END-2e] i EP-1e3 E i t 1 3 1 12' -0" A.F.F. FINISHED CONCEALED SLOTTED PLINTH BLOCK FURNISHED BY CB -4e] EP-1e3 [B -6e] EP-1e3 — FLOOR STANDARDS 0 2' -0" O.C. TENANT, INSTALLED BY G.G. (TYP.) LINE MTD. ® 6" A.F.F. (TYP.) [P -le] (TYP.) PREFAB. VALANCE ASSEMBLY EP-1e] (TYP) EXISTING CEILING BEAM ASSEMBLY EP-4e] (TYP.) DEMISING - PARTITION LEASE LINE [13-4e] [P -Ie] (TYP.) — PLINTH BLOCK FURNISHED BY TENANT, INSTALLED BY G.C. EP-le] (TYP.) EXISTING DRYWALL. REPAINT EP-2e3 EXISTING WALL TRIM. REPAINT EP-Ie] PREFAB COLUMN/ PILASTER ASSEMBLY EP-5e] (TYP) EXISTING HORIZONTAL SHIPLAP. REPAINT [P -Ie] (TYP.) CB -4e] [P -Ie] �- CB -5e] EP-le] (TYP) (TYP.) 0 cO ELEVATIO (TYP.) A.1.600 SCALE: 1/4" = 1' - 0" SUSPENDED CAPITAL TRIM ASSEMBLY CEILING END-le] EP-Ie3 (TYP) SYSTEM /OPEN7 FINISHED FLOOR LINE ELEVATION 0 A I.6/ SCALE: 1/4" = 1' - 0" ��,\ TYP. PASSAGE WALL @FITTING ROOMS U A.1.600 SCALE: 1/4" = 1' -0" EXISTING DRYWALL PAINT EP-2e] EXISTING WALL TRIM. PAINT EP-1e3 C13-5e] EP-le] (TYP.) 3/4 "x2" WOOD TRIM CWD -ie] [P -Ie] (TYP.) CB -6e3 EP-le] (TYP.) [B -5e] EP-Ie] (TYP.) EXISTING SMALL GRAPHIC FRAME (TYP.) EXISTING HORIZONTAL SHIPLAP PAINT [P -le] (TYP.) seL DEMISING PARTITION LEASE LINE CONCEALED SLOTTED STANDARDS 0 2' -0" O.C. MTD. f 6" A.F.F. (TYP.) CB -4e] EP-1e3 (TYP) CB -5e] EP-le] (TYP.) 0 PREFAB. WALL CASE DIVIDER /RETURN CP -ie] (TYP) EXISTING CEILING PREFAB COLUMN/ PILASTER ASSEMBLY EP-5e3 (TYP) PLINTH BLOCK FURNISHED BY TENANT, INSTALLED BY G.C. EP-1e3 (TYP.) SALES AREA FITTING ROOM PARTITION SEE DETAILS A/A.1.g30 - - SIGN AND B /A.1.930 FOR EXISTING CEILING BEAM ASSEMBLY EP-4e] (TYP.) CAPITAL TRIM ASSEMBLY CWD -1e3 EP-1e3 (TYP) [B -6e] CP -ie] (TYP.) CONCEALED SLOTTED STANDARDS Q 2' -0" 0.C. MTD. 0 6" A.F.F. (TYP.) EXISTING CEILING SYSTEM FINISHED FLOOR LINE 3/4 "x2" WOOD TRIM [WD -le] [P -le] (TYP.) it ,4 4E t- t ?? [WD -2e] , EP-Ie] I I_v t � MALL a 12' -0" A.F.F. LEASE LINE EXISTING FITTING ROOM SIGN RELOCATED BY G.C. SALES AREA/ STOCKROOM PARTITION B -5e] EP-Ie] 1 (TYP.) � 3 _ PREFAB COLUMN/ PILASTER ASSEMBLY CP -5e3 (TYP) 3/4 "x2" WOOD TRIM CWD -le] EP-le] (TYP.) 1:i'-v" A.I_.1 . V'1 ./ 1 ... �� 1 iVl \#•• 1111 V1\1 1,11 11,11 i j i 1 I 1 i; I 1 I i I; ? _ l 1 3 1 1; i 1 1 ( I 1; I l I ! r i j 1 i I 1 ; 1 I 3 i 1 1 1 I 1 ; _ I 77 3 3 1 0 CWD -2e] 8I -0" A.F.F. 1 '!7tt E6. 3 tt ''t (s ti1'(ij 4 g t ! ?i l_t hh T!i1.'.i ?.!:ti'St 4...' it i (t1tg1 i €� f I iiItt�I aS 1111jj1l lj?,t �? ij;il ' l;� '111 I 1= t f ' i % ?til4 it t8 4t i , t 'f 1 • • QUAL SALE S AR E A FITTING ROOM PARTITION � i 4 E I _. r 1 (t t 1 EQUAL `-F ,k i t 4t,E tfrt! t 1it O t �.1 n 1'� 1(it � .% � jl tt1� t t trrs.tl apt. it't? tttr,( .1 #. 1; } ?t t ., plt II i tt €i 3�1 iEFjf)t_t t ii:' ..j #p {if1§F. kl t. 13�it jt+jjt t € # i t'1p t � � 1F ;t f,t I ;iI {�2 1 t # e4€ 111 1 1 ....... t t 1 1 t t ,..€.au € __3 CB -4e] EP-1e3 (TYP.) EXISTING WALL — TRIM. PAINT EP-le] EXISTING HORIZONTAL SHIPLAP PAINT EP-Ie] (TYP.) FINISHED 4 -8 -4 FAUX CASE ASSEMBLY. '— VIDEO MONITOR FURN. AND INST. FLOOR SEE SHEET 'A.1.740' FOR LINE DETAILS MONITOR SHALL BE 8' -0" A.F.F.) BY A/V CONSULTANTS. (TOP OF ELEVATION � �J SCALE: 1/4" = 1 - 0 C8-4e] EP-le] (TYP) 0 0B -5e] EP-1e3 (TYP.) TYP. PASSAGE WALL ELEVATION TYP. VESTIBULE WALL ELEVATION SCALE: I/4" SCALE: 1/4" = 1' -0" FAUX CASE ASSEMBLY 'A'. SEE SHEET 'A.I.740' FOR DETAILS CB -4e] EP-Ie] (TYP.) ELEVATION A.I.600 END-2e] EP-le] SCALE: I /4" = 1' - 0" SALES AREA/ TOILET ROOM t PARTITION IS IN EX T G DOOR TO EXISTING CORRIDOR BEYOND CB -5e] EP-Ie] (TYP.) _�= OPENING TO EXISTING PASSAGE BEYOND KEY NOTES: (10. ) SIGN - FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.G. - SEE SHEET 'A.1.800' FOR MORE INFORMATION. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM * WALL PRIOR TO PAINTING MDF PANEL INSTALLATION INSTRUCTIONS: 1. EACH PANEL SHALL BE FASTENED TO THE METAL STUDS VERTICALLY AT FOUR EQUALLY SPACED LOCATIONS ALONG EACH PANEL SIDE (OR METAL STUD IF PANEL IS GREATER THAN 2' -O" IN WIDTH). EACH LOCATION MUST FIRST BE PREPARED BY DRILLING A MINIMUM 3/8" DIAMETER COUNTERSUNK HOLE TO RECEIVE THE FASTENER. THE PANEL SHALL BE FIRMLY SECURED AT EACH HOLE LOCATION VIA 1 -I/4" SELF- TAPPING SCREWS. INSTALL MORE FASTENERS AS REQUIRED TO EVENLY AND NEATLY SECURE THE MDF PANEL TO THE METAL STUD. EACH FASTENING LOCATION MUST FIRST BE PREPARED BY DRILLING A MINIMUM 5/8" DIAMETER COUNTERSUNK HOLE PRIOR TO DRIVING THE 1 -1/4" SELF - TAPPING SCREW TO ENSURE THAT THE SCREW HEAD SITS 1/8" BELOW THE FACE OF THE MDF PANEL. THE TOP AND BOTTOM SCREWS ARE NOT REQUIRED TO BE COUNTERSUNK IF THEY WILL BE FULLY CONCEALED BY WOOD TRIM. 2. FILL EACH EXPOSED HOLE WITH A SANDABLE, NON- SHRINKING, PAINTABLE WOOD FILL COMPOUND (NO LATEX CAULK, DRYWALL COMPOUND, OR PAINTER'S PUTTY). THE USE OF ANY HIGH- MOISTURE CONTENT COMPOUND IS NOT APPROVED AND WILL CAUSE THE MDF PANEL TO SWELL, WHICH WILL REQUIRE ADDITIONAL ATTENTION TO REPAIR THE EFFECTED AREA BEFORE PROCEEDING. 3. AFTER FIRST APPLICATION DRIES, SAND FLUSH, DUST AWAY LOOSE MATERIAL AND RE -APPLY A SECOND SKIM COAT. 4. AFTER SECOND APPLICATION DRIES, FINISH SANDING AREA WITH AN ORBITAL PALM SANDER (NO BLOCK SANDING BY HAND). 5. EVENLY PRIME ALL HOLES WITH SHERWIN WILLIAMS PREPRITE PROBLOCK WHITE SPRAY PRIMER (NO MATERIAL RUNS). PRIMER MUST BE COMPLETELY DRY BEFORE PROCEEDING OR PAINT ADHESION PROBLEMS WILL ARISE DURING FINISHING. 6. FINISH ENTIRE PANEL WITH SPECIFIED PAINT AS DIRECTED IN THE FINISH SCHEDULE. ell um E A.1.W0 ELEVATION KEY NO SCALE REVIEVVED FOR CODE COMPLIANCE APPROVED FEB 292012 City of Tukwila BUILDING DIVISIO' CITY •' . FEB 0 2 2012 PEWIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. c�7 z&EI 44E- Qr;4 WO H CID O C-)CNI Ec —4 cc 04 W N �• 3405 REGISTERED ARCHITECT ,/,r KEt, ETH L. BUTTS STATE OF WASHINGTON 2012 Store No. 47 Drawn by: Approved Drawing No. A.1.600 A (TYP.) CB -5e] CP -le] (TYP) EP-le] (TYP) [3-4e] [P -le] (TYP) CWD -2e] EP-1e3 FIELD CUT AS REQ'D. VARIES - SEE FLOOR PLAN PREFABRICATED WALL CASE DIVIDER CP -Ie] LINE OF PREFAB VALANCE ABOVE (TYP) ( CB -5e] CP -1e] (TYP) EP-le] (TYP) CB -4e] (P-1e3 (TYP) CWD -2e] EP-le] FIELD CUT AS REQ'D. METAL STUD NAILERS AS REQ'D. G.C. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. FACE OF ADJACENT PARTITION PLAN DETAIL -WALL CASE DIVIDER ASSEMBLY 'A' 4.1.700 SCALE: 1 1/2" = 1' - 0" 12' -0" A.F.F. SUSPENDED CEILING SYSTEM 10' -0" A.F.F. 3/4 "x2" WOOD TRIM [WD -le] CP -Ie] PREFAB. WALL CASE DIVIDER [P-1e3 CWD -2e] AT BACK WALL OF DISPLAY BAY [P-le] (TYP.) PREFABRICATED PLINTH BLOCK. FURNISHED BY TENANT, INSTALLED BY G.C. CP -Ie] (TYP.) MITER ENDS OF S1-10E MOULDING AS INDICATED (TYP.) VARIES FLOOR - SEE PLAN (WIDTH VARIES) SEAM BETWEEN PREFAB. WALL CASE RETURN AND VALANCE ASSEMBLY (CONCEALED 0 GROOVE) (NP) PREFAB. VALANCE ASSEMBLY CP -le] (TYP) WOOD MOLDING CWD -le] EP-1e3 - SEE DET. 'F /A.I.700' (TYP) CB -5e] [P -le] (TYP.) CB -4e] EP-le] (TYP.) FINISHED FLOOR e ELEVATION DETAIL - NALL CASE DIVIDER ASSEMBLY 'Al SCALE: 1 1/2" = 1' - 0" G.C. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. FACE OF ADJACENT PARTITION METAL STUD NAILERS AS REQ'D. (TYP.) F A.I.700 Ilrf -111k C13-4e7 CP -Ie] (TYP 03-5e3 CP -le] (TYP) [WD -2e] EP-1e3 1' -6" CB -5e] CP -Ie] (TYP) PREFABRICATED PILASTER EP-le] [B -6e] EP-Ie] (TYP. 0 PROJECTIONS) VARIES - SEE PLAN DETAIL - 18" 1 FLOOR PLAN SIDE COR CWD -2e] EP-le] FIELD CUT AS REQ'D. CB -4e] CP -le] (TYP) PREFABRICATED WALL CASE RETURN CP -1e] CB -5e] CP -le] (TYP) LINE OF PREFAB VALANCE ABOVE (TYP) ER PILASTER ASSEMBLY 'Al SCALE: i i /2" = 1' - 0" 1' -6" 3/4 "x2" WOOD TRIM CWD -le] EP-le] (TYP.) /— SUSPENDED CEILING SYSTEM nl 1' -B" 12' -0" A.F.F. 3/4 "x2" WOOD TRIM END-le] CP -le] PREFABRICATED VALANCE ASSEMBLY CP -1e] METAL STUD BLOCKING I0' -0" A.F.F.0 LIGHT FIXTURE - FURNISHED BY TENANT INSTALLED BY E.C. ADJUSTABLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE BY OTHERS. WOOD MOLDING END-le] EP-le) - SEE DET. 'F /A.I.700' (TYP) CWD -2e] EP-Ie] AT REAR OF DISPLAY BAY PREFABRICATED WALL CASE DIVIDER OR RETURN BEYOND EP-le] CB -5e] EP-le] (TYP.) C13-4e] EP-le] (TYP.) / PREFABRICATED PLINTH BLOCK. FURNISHED BY TENANT, INSTALLED BY G.C. [P -ie] (TYP.) FINISHED FLOOR SECTION DETAIL - VALANCE ASSEMBLY 'X' 1.1.709 (WIDTH VARIES) FULL WIDTH OF BEADED OR SHIPLAP BOARD (TYP) CO OF STANDARD • 11 SLOTTED INSERT WALL MATERIAL AND FINISH VARIES. SEE ARCHITECTURAL DRAWINGS NOTE: G.C. SHALL INSURE THAT SLOTTED INSERTS ARE PLUMB AND LEVEL WITH ADJACENT INSERTS PRIOR TO FASTENING METAL INSERT ADAPTOR FASTENED TO METAL STUDS EVERY 24" O.C. (MIN.) CEALED SLOTTED STANDARD DETAIL SCALE: 3" = 1' - 0" VARIES - SEE FLOOR PLAN CB -6e] EP-1e3 (TYP. 0 PROJECTIONS) PREFABRICATED PILASTER EP- Ie] CB -5e] EP-le] (TYP) A.I.100 METAL STUD NAILERS AS REQ'D. LINE OF PREFAB VALANCE ABOVE (TYP) CB -5e] CP -le] (TYP) PREFABRICATED WALL CASE RETURN CP -le] CB -4e] EP-le] (TYP) [WD -2e] EP-Ie] FIELD CUT AS REQ'D. G.C. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. FACE OF ADJACENT PARTITION PREFAB. MOLDING CWD -ie] CP -Ie] v 48" , 117-........ 1111 6 31" PREFABRICATED PLINTH BLOCK FURNISHED BY TENANT, INSTALLED BY G.C. (TYP.) PREFABRICATED WALL CASE DIVIDER OR RETURN CP -Ie] NOTE: ALWAYS START WITH FULL SHIPLAP PLANK AT CORNERS ON FACE OF PILASTER ADJACENT TO DISPLAY BAYS, HOLD PLANK I/16" OFF OF CORNER OF PILASTER TO ALLOW FOR INTEGRATION WITH PREFAB. VALANCE ASSEMBLY WALL CASE CORNER TRIM DETAIL SCALE: 3" = 1' - 0" PREFAB. TRANSITION STRIP CFC -4e] OVER FURN. $ INST. BY G.C. EXISTING FLOORING 0 - - l �� - / r \ N ' • '� N CONCRETE FLOOR SLAB \ • z TRANSITION @ WOOD /EXISTING FLOOR A.I.700 SCALE: 3" = I' -0" [1:4] GROUT BY G.C. (TYP) THINSET BY G.G. ADA-, ACCESSieLE ALUMINUM 71-IRESI-IOLD C.C. MATCH MALL TILE (TYP) IN ALUMINUM TRANSITION STRIP - FURN. $ INST. BY G.C. (SECURE TO MORTAR BED) CLEAR SILICON CAULKING BY FLOORING INSTALLER 4n [102] WOOD FRAME (TYP) �rAdIIP i loalr ximmmxim\\ \ \ - © - ` N i\. v• v • N MORTAR BED CONCRETE BY G.C. FLOOR SLAB \ \ c CFC -4e] OVER EXISTING FLOORING TRANSITION WOOD /TILE FLOOR NEW BLOCKING INSTALLED IN VOIDS AT PERIMETER OF FLOORING A. 1.700 SCALE: 3" = I' -O" C1:4] _ (N.T.S.) r- 3/4" NONCOMBUSTIBLE PLYtOOD OVER SLEEPERS BY C.C. 20 i p i BETE FLOOR SLAB nl� SECTION T1- ROUGI-I RAMP A.I.700 SCALE: 3" I' -0" [1:4] CB -6e] EP-Ie] (TYP.) METAL STUD NAILERS AS REQ'D. 03-6e] CP -le] (TYP.) CB -4e] EP-le] (TYP.) CWD -2e] EP-le] CWD -2e] EP-le] FIELD CUT AS REQ'D. G.G. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. [B -4e] CP -le] (TYP.) [B -5e] [P -le] (TYP.) h---- [P-le] CONCEALED SLOTTED STANDARD FACE OF EXISTING PARTITION PREFABRICATED PILASTER CP -ie] G.C. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. [WD -2e] CP -ie] FIELD CUT AS REQ'D. CWD -2e] CP -ie] [B -4e] EP-Ie] (TYP.) [B -6e] [P -le] (TYP.) A � PLAN DETAIL - 18" B INSIDE CORNER PILASTER ASSEMBLY '' (�] PLAN - CUSTOM CORNER PILASTER ASSEMBLY 'A' u4 KEY NOTES: CONCEALED WALL STANDARDS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. Q 6" A.F.F. SEE DETAIL E/A.1.700 AND ELEVATIONS ON SHEET 'A.1.600' FOR SIZE AND LOCATION. NOTE: ALL PREFABRICATED COMPONENTS (PILASTERS, COLUMNS, VALANCES, CEILING BEAMS, ETC.) FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.G. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING NOTE: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS t BLOCKING NOTE: EXISTING STRUCTURAL COLUMN ENCLOSURE MAY OCCUR INSIDE ANY DECORATIVE COLUMN/ PILASTER. COORDINATE W/ FLOOR PLAN. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE SEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. FACE OF EXISTING PARTITION CONCEALED SLOTTED STANDARD CODE COMPLIANCE APPRVIED FEB 2 9 2012 City of Tukwila BUILDING DIVISION tWD -2e] CP -ie] [B -5e] CP -Ie] (TYP.) [B -4e] CP -le] (TYP.) — METAL STUD NAILERS AS REQ'D. PREFABRICATED PILASTER EP-Ie] PLAN DETAIL - CUSTOM COR CB -6e] CP -le] 3c-a" FEB 022012 � PERMIT CENTER ER PILASTER ASSEMBLY 'B' SCALE: 1 1/2" = 1' - 0" cal 4W w0zE- 4te- 4t cAN r=4 CD W w 3405 REGISTERED ARCI4ITECT KENNETH L. BUTTS STATE OF WASHINGTON 4 au Store No. 47 • Drawn by: Approved Drawing No. A.1.100 n 0 n cz (TYP.) 3' -6" 1 E { 1 ADJACENT PARTITION - COORDINATE ' WITH SHEET 'A.0.100' AND DETAIL 1 'B /A.1.700' (TYP) 6 11 11 PREFABRICATED DOUBLE PILASTER EP-le] (TYP) [13-6e] CP -Ie] (TYP. PROJECTIONS) VARIES -SEE i FLOOR PLAN LINE OF PREFAB VALANCE ABOVE (TYP) 03-5e3 CP -le] (NP) C13-4e] EP-Ie] (NP) CWD -2e] CP -1e] FIELD CUT AS REQ'D. G.C. SHALL INSTRUCT CONTRACTOR TO INSTALL STUDS AT PILASTER LOCATIONS FOR BOLTING PREFAB. PILASTER NAILERS INTO METAL STUDS. C8 -5e] CP -1e3 (TYP) PREFABRICATED WALL CASE RETURN CP -le] (TYP. OF 2) C8 -4e3 CP -le] (TYP) a PLAN DETAIL — 42" PILASTER ASSEMBLY 'A' SCALE: 1 1/2" s 1' - 0" PREFAB. WALL ASSMEBLY BY MILLWORK SUPPLIER CWD -2e] EP-1e3 (NP) PRE - ATTACHED BLOCKING BY MILLWORK SUPPLIER (TYP) 4 0B -5e] EP-le] (TYP) [3-4e] EP-le] (TYP) ADJACENT PILASTER (NP) VARIES -SEE FLOOR PLAN PLAN DETAIL -WALL ATTACHMENT A.1.701 SCALE: 1 1/2" 1' - 0" 3' 61" NOTE: WHEN INSTALLING PREFABRICATED WING WALL ASSEMBLY, SLOTTED STANDARDS MUST 8E LEVEL. / EXISTING A.T.C. 12' -0" A.F.F. PREFAB. CEILING BEAM ASSEMBLY EP-4e] (TYP.) 10' -4" A.F.F. EQUAL 5111 2 1 C OF STANDARD 2' -0" 3' -7" 11 OF STANDARD EQUAL / / 51» 2 PREFABRICATED DISPLAY CASE CAP ASSEMBLY CP -le] CONCEALED SLOTTED STANDARD PREINSTALLED BY MILLWORK SUPPLIER PREFABRICATED WOOD POST CP -le] PREFABRICATED DISPLAY CASE ASSEMBLY CWD -2e] EP-1e3 5-5e] CP -Ie] CB -4e] CP -le] FINISHED FLOOR ELEVATION DETAIL — TEE WALL ASSEMBLY 'A' SCALE: 1 1/2" V - 0" 1I' -0" A.F.F. SUSPENDED CEILING SYSTEM 10' -4" A.F.F. 10' -0" A.F.F. PREFABRICATED CORNER TRIM EP-le] 0 MD-2e] EP-le] 42" 1' -2" G OF STANDARD 2' -0" G OF STANDARD f- t [5-5e] CP -le] J rr.�rY >rrrrr:yr: yr:�rr^e�: �n 6" E13-4e] CP -1e] PREFABRICATED WOOD POST [P -le] CWD -2e] CP -le] ADJUSTABLE SHELVING SHOWN FOR REFERENCE � PLAN DETIAL— TEE WALL ASSEMBLY 'A' SCALE: 1 1 /2" = 1' - 0" 3' -6" NOTE: WHEN INSTALLING PREFAB. DOUBLE PILASTER, SLOTTED STANDARDS MUST BE LEVEL. 3/4 "x2" WOOD TRIM [WD -1e] EP-1e3 PREFAB. CEILING BEAM — ASSEMBLY CP -4e] (TYP.) WOOD TRIM END-1e3 EP-le] SEE DET. G /A.1.710 (SIM.) PREFABRICATED — DECORATIVEDOUBLE PILASTER EP-1e3 CWD -2e] EP-1e3 (TYP) C5-5e] EP-1e3 (TYP. C5-6e] EP-163 (TYP.) [5-4e] CP -le] (TYP. FINISHED FLOOR /VARIES - SEE/ FLOOR PLAN, !` I 4 II �v- 10'x4" A.FIF. WD -le] P -1e] (TYP) 1' -6 /VARIES - SEE FLOOR PLAN ' SECTION DETAIL — TEE WALL ASSEMBLY 'Al A.1.701 SCALE: 1 1/2" 1' — 0" PREFAB. CEILING BEAM ASSEMBLY CP -4e] (TYP.) SEAM BETWEEN PREFAB. WALL CASE RETURN AND VALANCE ASSEMBLY (CONCEALED 0 GROOVE) (TYP) PREFAB. VALANCE ASSEMBLY CP -1e] (TYP) WOOD MOLDING CWD -le] CP -1e3 SEE DET. 'F /A.1.7' (TYP) PREFAB. WALL CASE RETURN EP-le] (TYP. OF 2) ND-2e] AT BACK WALL OF DISPLAY BAY [P -le] (TYP.) PREFABRICATED PLINTH BLOCK. FURNISHED BY TENANT, INSTALLED BY G.C. CP -le] (TYP.) MITER ENDS OF SHOE MOULDING AS INDICATED (TYP.) KEY NOTES: CONCEALED WALL STANDARDS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.G. f 6" A.F.F. SEE DETAIL E/A.1.700 AND ELEVATIONS ON SHEET 'A.1.600' FOR SIZE AND LOCATION. NOTE: ALL PREFABRICATED COMPONENTS (PILASTERS, COLUMNS, VALANCES, CEILING BEAMS, ETC.) FURN. SY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING NO E: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS * BLOCKING NOTE: EXISTING STRUCTURAL COLUMN ENCLOSURE MAY OCCUR INSIDE ANY DECORATIVE COLUMN/ PILASTER. COORDINATE W FLOOR PLAN. REVIE r;ED FOR E CO •, APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION CITY , FEB 0 2 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. zE- P4P L) w CiDeN . «3 v N E-1 c4 N W� c�� N MM� pp 305 c.5 CnE-4 E-4 rx-24 tai 0 cp AtC w a� W REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 242012 L— - 44 LEA � _Ne �I 1j3} Store No. 47 Drawn by: Approved Drawing No. A.1.701 /11/2012 1:21:08 PM A.I.710 PREFASRICATED DECORATIVE COLUMN C13-6e3 EP-le] (TYP.) E13-4e] EP-le] (TYP.) [P-le] (TYP) l'-6 EXISTING STRUCTURAL COLUMN - CONFIGURE-VI-1,4. MAY VERY (V,I.F.) 5/Bu TYPE 'X' DRYNALL MINIMAL ;AIRAF CONCEALED SLOTTE-D - STANDARD - PRE-INSTALLED MiLLNORK SUPPLIER. ; • STANDARD METAL STUD FRAMNG AS REGID. MAY VARY (V.I.F.) MINIMAL WRAF PLAN SECTION AT PREFABRICATED COLUI%1N SCALE: 1 1/2" = - 0" SUSPENDED CEILING i A.F.F. EXISTING WOOD TRIM EVID-Ie3 [P-le] SEE DET. 14/A.1.710 (TYP) PREFABRICATED DECORATIVE COLUMN CONCFALFD SLOTTED- STANDARD - PRE-INSTALIED MILLHORK SUPPLIL-7.R. EP-1e3 (TYP) EB-6e3 CP-1e3 (TYP.) (13-4e3 EP-1e3 (TYP.) STANLvA,RD FINISHED FLOCiR ELEVATION AT PREFABRICATED COLUM SCALE: 1 1/2" = 1' - 0" 1.110 METAL STUD FRAMING AS REQ'D. MAY VARY (V.I.F.) MINIMAL WRAP PREFABRICATED DECORATIVE COLUMN CP-le] C13-4e3 CP-le3 (TYP.) 0344 (TYP.) 5/8" TYPE 'X' DRYWALL MINIMAL WRAP EXISTING STRUCTURAL COLUMN - CONFIGURATION MAY VARY (V.I.F.) • PLAN DETAIL - 181' COLUMN ASSEMBLY 'A' SCALE: 1 1/2" = 1 - 0" SUSPENDED CEILING --; SYSTEM WOOD TRIM EVID-le3 EP-1e3 SEE DET. 14/A.1.710 (SIM.) PREFABRICATED DECORATIVE COLUMN EP-le] [13-6e3 [P-Ie3 (TYP.) C13-4e] EP-le] (TYP.) Fit 11411 \/\ \ ELEVATIO\ DETAIL - 18" COLUMN ASSEMBLY 'A' SCALE: 1 1/2" = - 0" 3" FIRE RETARDANT —41- TREATED BLOCKING AS REQUIRED 30 Bli ,AA Alto 1,1 EP-le] SUSPENDED CEILING SYS 3/4"x2" WOOD TRIM CV1D-le] EP-le] EXISTING CEILING BEAM CLAD WITH 3/6" DRYWALL EP-2e3 3/4"X2" WOOD TRIM EV1D-1e3 [P-le] EAG-- PILASTER/COLUMN TRIM @ SEAM .1.79 SCALE: 3" = [1:4] G.C. SHALL SPACKLE GROOVES IN — COLUMN/F'ILASTER SMOOTH - PAINT TO MATCH CEILING BEAM EP-4e] sHALL MESH TAPE. e SPACKLE SEAM BETWEEN COLUMN/PILASTER AND CEILING SEAM. EXISTING CEILING BEAM CLAD WITH 3/8" DRYWALL CP-2e3 J 3/4" C1c13 x2" [51] WOOD TRIM CVID-le] EP-le] (TYP) WOOD TRIM W4D-le] EP-le] SEE DETAIL G/A.I.710 (TYP) NEW OR EXISTING PREFABRICATED PILASTER OR COLUMN EP-le] (TYP) COLUMN/AM DETAIL SCALE: I 1/2" = 1I-0" EI:83 A 1 710/ EXISTING 5/8" DRYWALL CAP [P-le] 2x4 NONCOMBUS-TIBLE. WOOD SLOCKING-: (TYP) -EXISTING 3/4"xl 1/2" WOOD TOP CAP CVID-le3 EP-le] (TYP) EXISTING 3/4"xl I/2" WOOD TRIM [ND-le] mt-,z-1% ..:V EP-le] (TYP) 1111 [13-5e] EP-le 311 rim 4 'I' NOTE: ALL PREFABRICATED COMPONENTS (PILASTERS, COLUMNS, VALANCES, CEILING BEAMS, ETC.) FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS $ BLOCKING NOTE: EXISTING STRUCTURAL COLUMN ENCLOSURE MAY OCCUR INSIDE ANY DECORATIVE COLUMN/ PILASTER. COORDINATE VI/ FLOOR PLAN. FIRE RETARDANT TREATED BLOCKING AS REQUIRED SUSPENDED CEILIN SYSTEM 3/4" Clc13 x 2" [51] WOOD TRIM CVID-le] EP-le PILASTER TRIM @ CEILING SCALE: 3" = 1'4" [1:4] NOTE: G.C. S1-IALL PAINT ALL EXPOSED BASE MITERS EP-le] [10] EP-le TYPICAL NALL CONDITION NOTE: G.C. 51-1ALL MATCH ALL MATERIALS AND FINISHES WHERE NEW WORK IS REQUIRED IN FITTING ROOM AND PASSAGE AREAS. SEE A.0 .100 1 + i ! EXISTING 3/4"x2" WOOD TRIM END-1e3 EP-le] (TYP) ; 0 EXISTING 5/8" DRYWALL EP-2e3 1 EXISTING 5/8" DRYWALL CP-2e] ABOVE WOOD CAP B'- .A.F.F PASSAGE 4 EXISTING 140RIZ. SHIPLAP CV1D-17e3 [P-le] (TYP.) NALL TRIM DETAIL SCALE: 3" = [1:4] EP-le) PILASTER/COLUMN CONDITION SPECIAL POST CONDITION WOOD SASE DETAILS SCALE: 3" = [1:4] / REVEWED FOR CODE COMPLIANCE APPROVED FEB 29 2012 cty of Tukwila BUILDING DIVISION cny FEB 02 2012 PERMIT CENTER NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURE3191-1 AS INDICATE/REQUIRED. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3405 REGISTERED AR CT tENNETH L. BUTTS STATE OF WASHINGTON am 24 2012 ea Store No. 47 Drawn by: Approved Drawing No. A.1.710 PENDANT - 3�.-HT FIXTURE --� CENTERED OVER F. RN, \l BOTTOM C E: -6 A.F.F. FURN. LY TENANT, INST. FAY E,C. SUS 'ENDED CE.ILI'`' SYSTEM CP -2e3 (TYP. - INSIDE FITTING ROOM) F 2' -01 —a [B -5e] EP-Ie] (TYP) A CB -4e] CP -le] (TYP) EXISTING DRYWALL ABOVE TRIM BAND [P -2e] EXISTING WOOD WALL TRIM ASSEMBLY CP -Ie] SEE DET. N /A.1.710 I NOTE TO I ANY DRYWALL PARTITIONS HAT PRODUCE. AN 'SIDE CORNER IN THE FITTING ROOM AREA SHALL NOT BE TAPED OR SPACKLE[? (BELGI Ei' -a" A.F.F.) IN ORDER TO ACCEPT THE E/4 "x3/41 WOOD TRIM CLEANLY. THEY SHALL, HONEVER, I TAPE AND SPACKLE INSIDE CORNERS FROM 6 - A.. ,.. TO CEILING, EXISTING WOOD WALL TRIM ASSEMBLY CP -Ie] SEE DET. N /A.1.710 -= MULTIPLE COAT HOOK MOUNTING BOARD SEE DET. J/A.1.720 `x,.1.720 A.I.720 C5 -5e] [P -le] (TYP) FITTING ROOM ELEVATION A.1.73/ SCALE: 3/4" = I' -0" [1:I6] PREFABRICATE') SINGLE COAT HOOK PLATE FUIT,N. BY TENANT, INST. 5Y G.C. [M -Ic] N [P -2e] (TYP. INSIDE FITTING ROOM) EXISTING MODULAR FITTING ROOM WALL (TYP) [P -2e] [B -4e] CP -le] (TYP) MOUNTING =- IARDkA 5Y TENANT, NS NOTE: FURNISHED BY TENANT INSTALLED BY G.C. PREFAB. COAT NOOK DETAIL A.1.720, SCALE: 6" = I' -0" CI:2] STOCKROOM / SALES AREA EXISTING WOOD COAT HOOK MOUNTING BOARD EP-le] (TYP) FITTING ROOM ELEVATION Al 720 ED 2' -5'1 SCALE: 3/4" = I' -0" C1:16] G.C. SHALL INSTALL WHITE PAINTABLE CAULKING BEAD CLEAR PLATE ^'� GLASS MIRROR BY G.C. H 1" C6] EXISTING DRYWALL ABOVE TRIM BAND CP -2e] SUSPENDED CEILING SYSTEM EXISTING WOOD WALL TRIM ASSEMBLY CP -le] SEE DET. N /A.I.710 PENDANT LIST -IT FIXTURE C� N I ERE OVER F. R,M, BOTTOM 8' -6' A,F., . FURN. BY TENANT, INST. BY E.C. 241.x O" NALL ;h/ NOOD FRA H/A .1.720 MIRROR FRAME [WD -le] CP -le] [32] [P -2e] (TYP. INSIDE FITTING ROOM) UNG MIRROR SEE DET. G.C. SHALL INSTALL WHITE PAINTABLE CAULKING BEAD n Arzt- EXISTING FITTING ROOM WALL OR DRYWALL CP -2e] MIRROR TRIM DETAIL Al 720 c737] G.C. SHALL INSTALL WHITE PAINTABLE CAULKING AROUND PERIMETER MOUNTING HARDWARE PROVIDED BY TENANT ,076 INSTALLED BY G.G. .0 SCALE: 6" = 1' -0" [1:2] PREFABRICATED METAL COAT HOOK PLATE [M -le] FURN. BY TENANT, ATTACHED TO MOUNTING BOARD BY G.C. 3" 0B -4e] CP -le] (TYP) CB -5e] EP-le] (TYP) EXISTING WOOD TRIM EP-1e3 (TYP) INSIDE CORNER DETAIL FITTING ROOM A.1.720. SCALE: 3' = 1' -O" CI:4] 7" 31" 2 3111 2 G 11 [178] [175] 2' -311 711 311 [175] x[76 [686] niNr 311 4 [19] NOTE: EXISTING TO BE RELOCATED BY G.C. (f\ COAT POOK ASSEMBLY DETAIL A.I.720, SCALE: 1 1/2" = 1' -0" [I:5] STOCKROOM SALES AREA t EXISTING DRYWALL PARTITION OR MODULAR FITTING ROOM WALL [P -2e] FITTING ROON1 EXISTING MODULAR FITTING ROOM WALL CP -2e] NONCOMBUSTIBLE t NAILER BY MIL -W RK 1 SUPPLIER FITT CB -4e] CP -le] (TYP) [B -5e] CP -le] (TYP) EXISTING WOOD TRIM [P -le] (TYP) INSIDE CORNER DETAIL 1.720 SCALE: 3" = I' -0" [I:4] DRYWALL -- PARTITION STOCKROOM NONCOMBUSTIBLE NAILER --------4- B•r- "I -LWORK SUPPLIER i PENDANT CENTER'S IGI•IT FIXTURE OVER F. R.M. A.F.F. f F 'RN. .CBY TENANT, INST. 1 SUSPENDED CEILING SYSTEM 1 1 1 [B -5e] EP-le] (TYP) [B -4e] [P -le] (TYP) EQUAL EQUAL FITTING ROOM ELEVATION A.1.720 SCALE: 3/4" = 11 -0" [1:16] EXISTING WOOD TRIM CP -le] (TYP) FITTING GROOM EXISTING MODULAR FITTING ROOM WALL CP -2e] [13-4e] [P -le] (TYP) PASSAGE CB -5e] CP -le] (TYP) INSIDE CORNER DETAIL 1.720 SCALE: 3" = I' -0" [1:4] 0 O PREFAB. MODULAR FITTING ROOM PALL FURN. BY TENANT, LIST BY G..C. EQUAL MOUNTING HARDWARE FURN. BY TENANT INSTALLED BY G.C. EQUAL 3/4" [l9] MAPLE VENEERED I PLYWOOD (PREFINISHED) ATTACHED TO EXISTING I FRAME 11' SQ. HOT ROLLED STEEL rrlst TUBING [M-1e1 0 [13-4e] CP -le] 14° [32] (TYP) CB -5e] EP-le] (TYP) SECTION - PREFAB BENCH A 1.722 SCALE: 1 1/2" = I' -0" [1:6] EFAS. MODULAR FITTING ROOM NALL FURN. BY TENANT, INST BY G..C. 3/4" [19] MAPLE VENEERED PLYWOOD (PREFINISHED) ATTACHED TO EXISTING FRAME ^,ice? • !l " SQ HOT ROLLED S T E. TUBING =A -. E [B -5e] [P -le] (TYP) CB -4e] CP -le] (TYP) MOUNTING HARDWARE FURN. BY TENANT INSTALLED BY G.C. SECTION - PREFAB BENCH 1.72 SCALE: 1 1/2" = 1' -0" EI :6] NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED /REQUIRED. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. EXISTING PLYWOOD LID EP-le] EXISTING WOOD TOP CAP [P -Ie] EXISTING WOOD TRIM CP -le] 2x4 NQNCOMS'USTIEL NOOD CLEAT (`YF. I/41 PG. SnED PLATE GLASS MIRROR OVER PREFAB. 3 -NAY MIRROR AESEI"'S1_Y - FURN. INST. BY G.C. MIRROR CAP DETAIL 1.720 SCALE: 3" = 1' -0" [1:4] !1 2x NONCOMB(STI EL:E NAILER (TYP.) r� MIRROR BASE SEE I DET. 5/A.1.720 CP -1e] }S S /4" POLISHED PLATE GLASS MIRROR OVER PREFAB. 5-NAY MIRROR ASSEMBLY - FURN. Y INST. BY G.C. EXISTING BASE CP -le] [B -4e] EP-1e3 FINISH FLOOR �- EXISTING FLOOR MIRROR BASE A.1.720 SCALE: 3" = 1' -0" 01:4] MITER BASE SHOE AT CASING EXISTING WOOD TRIM EP-le] (TYP) EXISTING WOOD TRIM CP -le] (TYP) PREFAE. 3 -WAY - MIRROR ASSEMBLY FURN, BY TENANT INET BY I /4" POLISHED PLATE GLASS MIRROR APTLY W/ MIRROR MASTIC TO PREFAB 3 -NAY MIRROR ASSEMBLY - EDGES OF .IRROR TO BE POLISHED FURN. x. INST. BY G.C, _ fp EXISTING FITTING ROOM WALL CP -2e] (TYP.) Q 7 l' -0, (MIRROR DIM.) PLAN - PREFAB 3 -WAY MIRROR A.1.720 SCALE: 1 1/2" = I' -0" [1:5] 3/4" [I9] MAPLE VENEERED PLYWOOD (PREFINISHED) 1" SQ. HOT ROLLED - STEEL TUBING CM -le] CB -4e] EP-le) —\ (TYP) DRYWALL PARTITION EP-2e] 1' -10" [559] 2" C51] EQ EQ �n N v u CB -5e] CP -le] (TYP) MOUNTING HARDWARE FURN. BY TENANT 11" [32] INSTALLED BY G.C. 4 nei SECTION - PREFAB 1-4.C. BENC - SCALE: 1 1/2" = V -0" [1:5] LEG OF PREFABRICATED FITTING ROOM BENCH CM -le] FURN. BY TENANT, INST. BY G.C. 1'1 C25] [32] MOUNTING HARDWARE FURN. BY TENANT INSTALLED BY G.C. (TYP) LEG OF PREFABRICATED - FITTING ROOM BENCH EM-le] FURN. BY TENANT, INST. BY G.C. ot NN r-, 4n CB -4e] CP -le] [B -5e] EP-le] FITTING ROOM PARTITION CP -2e] BENCH MOUNTING DETAIL SCALE: 6" = I' -0" [1:2] 1" [25] dr [32] Tarn, 1" 4 G.C. TO REMOVE EXISTING MOUNTING TAB (TYP) = n EYtr.i.tED FOR COD:: C Iti L4A 10E • FEB 2 9 2012 City of Tukwila BUILDING DIVISION NOTE: G.C. 70 APPLY CLEAR SILICONE CAULK /��/EE EEN ALL MIRROR /+�sOO INTERSECTIONS. MOUNTING HARDWARE FURN. BY TENANT INSTALLED BY G.C. (TYP) [B -4e] EP-le] [B-5e] CP-1e] FITTING ROOM PARTITION [P -2e] Fs BENCH MOUNTING DETAIL a.tizo SCALE: 6" = i' -0" [1:2] RECESSED LIGHT FIXTURE FURNISHED BY TENANT, INSTALLS % BY EXISTING DRYWALL CP -2e] EXISTING PLYWOOD LID CP -le] — f1 ,r A.F.. SUSPENDED CEILINC1 SYSTEM \(SIM •) \Lr .1 \ \ \ 114` x 7_Q1 x 71 -5 1/4` --, POLISHED PLATE CLASS MIRROR - APPLY W/ MIRROR MASTIC TO PREFAB 3 -NAY MIRROR ASSEMBLY - EDGES OF f MIRROR TO BE POLISHED // (TYP.) FURNISHED. AND //1 INSTALLED EY G.C. %1 PREFAB. 3-NAY MIRROR ASSEMBLY 720 EXISTING WOOD TRIM EP-le] (TYP.) EXISTING WOOD TRIM CP -le] (TYP.) If` 1 / EXISTING BASE [P -le] �[B -4e] [P -le] f FINISHED FLOOR SECTION - PREFAB 3-NAY MIRROR c SCALE: 1 1/2" = I' -0" C1:8] FEB, p 2 2012 PERMIT CENTER 3405 REGISTERED ARCHITECT KE NETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 z Store No. 47 • Drawn by: Approved Drawing No. A.1.720 15I-0" [45733 CLEAR OPENING CLEAR OPENING I o.c0=. I BP6IPABCHO STOCKROOM CLOSURE (MOUNT ON SALES SIDE USING PARALLEL ARM MOUNT t SEX SOLTS FURN. TENANT) .••• • DOOR (MAIN ENTRY) (ROLLING GRILLE) NOTE: G.C. SHALL ADJUST CLOSURE TO LIMIT OPENING FOR.CE. TO (5) FIVE pouNDs. • „•• ,•• T.••■ • HEAVYI:A;EIGHT BALL !BEARING -' 4 1/2" X 4 1/2"-26D HINGE BEYOND (TYP OF 3) #BFPAC CLOSURE 31-6' MOTORIZED METAL ROLLING GRILLE WITH EMERGENCY PULL STATION EXISTING/RELOCATED SOLID CORE, 90 MINUTE FIRE RATED WOOD (PREHUNG $ PREMACHINED) DOOR [F-le3 3/4"x3 1/2" WOOD DOOR CASING EVID-le3 EP-le] .45=165-26D 2 3/4 F-ASSAC7:-.7. PUS/PULL (I-ICE,..FITAL SET) S-LAE BL SMOKE BE-AL IN. 20 MINUTE. SMOKE RATING, -FEMKO S-44N 'SILLICONSEAL" 8' X AO USTOM DOOR PLATE DOOR 2, 8' X 34" CUSTOM DOOR PLATF DOOR 10 EM-Ie DOOR (STOCKROOM DOOR -SALES SIDE) STANDARD SATIN / ALUMINUM HINGE (TYP QF 2) HU DOOR (TOILET ROOM DOOR - STOCK SIDE) EXISTING WOOD DOOR CASING [P-1e 3 (ryp) TO FURN. INSTALL H.C. M/F SIGNS VT- CONTRASTING COLORS IN ACCORDANCE. N171-1 THE ADA H.C. SIGN IS TO BE BLUE ON IAIHITE-e. ,--#SF---1765SN-26D PRIVACY 2 B/4' SET (G.C, MUST INSTAL:. k/ 2 3/8" BACKSET USING #1/210,00 722-26D LATCH) EXISTING HOLLOW CORE WOOD DOOR [P-le] — UNDEUT RCOOR 1 1/21' #BP61P,ABCI-i0 STOCKOOM CLOSURE #TY37B4641N-26D DOOR VIEWER DKB PERIMETER SE L (2) 84" (1) 42' (DOOR EXIT, EXIT SIGN FURN. BY TENANT INSTALLED G.C. EXISTING HOLLOW METAL JAMB (PAINT TO MATCH MALL STANDARD) EXISTING HOLLOW METAL, q0 MINUTE RATED DOOR (PAINT TO MATCH MALL STANDARD) 0 #F---3B1 DOOR PULL #AL700 PANIC ALARM - BAR DOOR -FINISH FLOOR LINE DK5 42' DOOR SEEP (SERVICE DOOR - INTERIOR) G.C. SHALL FL/RN INS-r / SIGN OR STENCIL 'AMERICAN / EAGLE OUTFITTER SPACE NO. " PER LANDLORD REQUIREMENTS,. #DJPDF-16IPC 1-10L- FILLER / #DJEF-161PC EDGE FILLER. SHONN) #DJF5-260PC FRAME F LLER S-ON) 1/4 FROSTED TEMP PLATE GLASS-\ TRANSOM FURN, INST. BY G.C. EXISTING PANELED WOOD (PREHUNG 4 PREMACHINED) DOOR EP-1e3 WITH TRANSOM FRAME AND HEADER ATTACHED PUSH BUTTON FURN. N.,,NT INSTALLED EY E.C. FINISH FLOOR LINE 4 I/2' X 4 1/2 NF IMECOAT iNGES (TYP. OF 5 IDOOR (SERVICE DOOR - EXTERIOR) A.1.731 3'-OH 21..61 -ED 7- AJ .731 6" —01 EXISTING 3/4"x2" WOOD CAP TRIM [ND-1] [P-le EXISTING 3/40)6 1/2" WOOD DOOR TRIM CWD-le3 EP-le] (TYP) BRAILLE-WHEEL CHAIR ACCESSIBLE SIGN (WHITE ON BLUE) #ADA522 AS MANUFACTURED BY 13ARCO PRODUCTS COMPANY. 1-800-33B-207. FURNISHED BY TENANT, INSTALLED BY G.C. (AT DOOR 6 ONLY). / #SP11 BSN-26D ;PRIVACY K 2 3/ " LEVER LOCKSET ARIES E 1/2' X B HINGES #RC1252 TYP OF 5) NOTES: 3."XIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOhLEDGE OR EFFORT. FAME AND HARDkARE.:. TENANT, INST. BY G.C. #40=1-26D NALL BUMPER TO BE INSTALLED) ON PERPENDICULAR KALI- ADJACENT TO 1-IINGEs, 2-4 11 DOOR (FITTING ROOM DOOR) ID zz X 28" CUSTOM DOOR PLATE iZOOR 5 (5" X 54' CUSTOM DOOR PLATE-. e DOOR 6 ) Y TENAr-ri NST 5 G.C. (PASSAGE. SIDE ONLY) SEE DETAIL G/A.1,731 (SIM) FINISH FLOOR L INF. DOOR ELEVATIONS SCALE: 1/2" 12 V-0" E1:25] 3/4"x3 1/2" WOOD DOOR CASING END-le] [P-le] (TYP) 31-0 OPEN -7 EXISTING 1/411x2 1/2" LOUVERS [WD-le] CF-1e3 fl DOOR (VESTIBULE/PASSAGE OPENING) EO. 4 5! -0" 2" Yj1 1 4 I FINISH FLOOR LINE: EXISTING 3/4"x2" WOOD CAP TRIM CWD-le] EP-le] EXISTING 3/4"x3 1/2" WOOD DOOR TRIM END-le] EP-le] (TYP) —1 - ,VES SP2Ac'2 CATCH EXISTING SOLID CORE WOOD DOOR WITH APPLIED RAISED PANELS EP-le IVES #522-26D 1/8" DO'..-jR PULLS ----- OLYMPUS 700S DEAT:aoLT- 26D 1-5/5" BARRE.L I/2'' X 3 I/2-26D 127 - HINGES (TYP OF 2 PER LEAF) II-1:20 FA r.".(7110 STOCRROOM DOOR (cLosET DOOR) FINISH FLOOR LINE' NOTE: 44O--24P WALL ftt\AFER TO f-ff INS1ALLE17 ON FERVENPIaLAR WALL A9JACZNIT TO HINSES. y •-•;;;," ha_LOW METAL JA.N4 / hOLIZAV METAL, ft?-LAf..')9 POOR /- #17'f)0-24,2 '5/4" PAS..-A-OF: P-1/F1jLL (1-1(.7_FIFAL 4 V-2" X itf..YONP (TP Off ?)) NOTE: EXISTING DOORS AND FRAMES TO REMAIN, UPGRADE HARDWARE AS REQUIRED 70OR /-- fi_02P. :LINE 01' X PLATE (TYP SIPES) (ff1RE CORRIDOR POOR) bio RE\(il-:\NED FOR COD: COLT-LIANCE. APOROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION CITY FEB 022012 PERMIT CENTER NOTE: EXISTING CONSTRUCTION (S1-104N GI-IOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO TI419 PROJECT. 3405 REGISTERED ITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 24 2011 A Store No. 47 Drawn by: Approved Drawing No. A.1.730 /11/2012 1:21:27 PM C A.I.731 EXISTING DRYWALL CAP CP -ie] EXISTING 3/4 "xl 1/2" WOOD TOP TRIM CWD -ie] CP -1e3 (TYP) S' -6' A.. F.F. NOLLON METAL I GA KD GALVANIZED (PREFiNISNED) JAMS SALES AREA i t, PASSAGE S -LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) -PEMKO 9441h "SILLiCONSEAL" STOCKROOM DOOR 2x NONGOMISUSTBLE NAILER FURN. TENANT, INST, BY G.G. EXISTING 3/4 "x3 1/2" WOOD TRIM [WD -le] CP -Ie] (TYP) STOCKROOM DOOR 1x4 WOOD TRIM CWD -le] CP -le] VERTICAL SNIPLAP (NEW OR EXISTING) CWD -17e] CP -le] OVER EXISTING 5/8" DRYWALL BACKING EXISTING 5/8" DRYWALL PRIME ONLY - NONCOMBUSTIBLE NOD FILLER /NA LER 3' -2 7/3" R. HEIGHT' EXISTING 3/4 "x3/4" WOOD GLAZING STOP CWD -le] [P -le] (TYP) rZirstt — NG i /4" FROSTED TEMP. PLATE — GLASS TRANSOM - FURN. AND INST. BY G.C. EXISTING 3/4 "x3 1/2" WOOD TRIM END-le] EP-le] (TYP) A.F... M DCO;� EXISTING 3/4 "x2" WOOD GLAZING STOP [WD -1e] EP-1e3 (TYP) EXISTING 3/4 "x WOOD JAMB END-le] 1P -1e] (TYP) EXISTING DOOR STOP [WD -1e3 EP-le] SECTION TRU HEAD CASING A.I.731 SCALE: 3" = 1' - 0" EXISTING 3/4" X 3/4" WOOD GLAZING STOP CWD -ie] CP -le] (TYP) I/4" FROSTED TEMP. PLATE --- GLASS TRANS Oa' i FURN. INST, BY G.C. EXISTING WOOD MULLION CWD -le] CP -Ie] (TYP) EXISTING 3/4" X 2" WOOD GLAZING STOP END-le] EP-le] (TYP) INTERMEDIATE VERT. MULLION DETAIL SCALE: 3" = 1' - 0" EXISTING STANDARD DOOR JAMB CP -le] EXISTING DOOR STOP CP -1e] TOILET ROOM DOOR DOOR 2x4 NON-COMBUSTIBLE NAILER EXISTING 5/8" DRYWALL CP -2e] (TYP) /3" METAL STUD FRAMING EXISTING WOOD CASING [P -Ie] (TYP) A EXISTING 3/4 "x3 1/2" WOOD TRIM [WD -1e] EP-le] (TYP BOTH SIDES) PASSAGE EXISTING DOOR STOP END-le] [P -1e] SET/F-1-1- IN G ROOM 2x NONCOMBUSTIBI NAILER, FURN. BY TENANT, INST. BY G.C. DOOR JAMB DETAILS FITTING ROOM DOOR A.1.731 EXISTING 3/4 "xl 1/2" WOOD TOP TRIM CWD -ie] CP -le] (TYP) 6" A,F.F SCALE: 1 1/2" = 1' -0" CI:8] EXISTING 3/4 "x3 1/2" WOOD TRIM END-le] EP-le] (TYP) EXISTING 2 1/2 "x1 /4" LOUVER [P -le] ArSt m EXISTING 5/8" HORIZONTAL SNIPLAP CWD -17e] EP-le] EXISTING MODULAR WALL CP -2e] NONCOM BUST, NGOD FILLER /NAILER FURN. SY TENANT INST. BY G.G. EXISTING 3/4 "x WOOD JAMB CWD -le] CP -1e] (TYP) EXISTING 3/4 "x3 1/2" WOOD TRIM CWD -1e] EP-le] (TYP) 6'-a' CLOSE. — �f DOOR SECTIO EXISTING DOOR STOP CWD -le] CP -1e] Ti-IRU CLOSET HEAD CASING SCALE: 3" = 1' - 0" CLOS EXISTING 2 1/2 "x1/4" LOUVER CP -Ie] EXISTING WOOD MULLION [WD -le] CP -1e] (TYP) r°r � INTERMEDIATE VERT. MULLION DETAIL SCALE: 3" = 1' - 0" 3/4 "x3 1/2" WOOD TRIM C1A1D -1e] CP -Ie] 3/4 "x WOOD TRIM CWD -le] EP-le] PASSAGE 2x NONCOMBUSTIBLE NAILER, FURN. BY TENANT, INST. BY G.C. 3/4 "x3 1/2" WOOD TRIM CWD -le] EP-1e3 EXISTING 1- IORIZONTAL SNIPLAP CWD -3e] EP-le] OVER 5/8" DRYWALL BACKING (PATCH AS REQUIRED AT NEW OPENING LOCATION) VERTICAL SNIPLAP CWD -17e] CP -ie] OVER EXISTING 5/8" DRYWALL SALES AREA BACKING DOOR METAL DOOR KICK FLATS k/ EXPOSED BLACK OXIDE FASTENERS CM -le] MOUNTING 1^ARDNARE FURN, BY ThNAN- INST. E:Y G.C, DOOR PLATE DETAIL A 1.73)/ SCALE: 1" = 1' -0" [1:12] I s 5/5" METAL STUDS (20 GAUGE MIN) 16" O.G. (TYP.) DOUBLE 1= EADER, (2) 6" METAL STUDS (20 GAUGE MIN.) 3 5/3" METAL STUDS (20 GAUGE MIN.) (TY ) 2 X NONCOMBUSTIBLE NAILER FURN. BY TENANT INST. BY G.0 3 543" METAL STUD (20 GAUGE MIN.) I ORIZON T AL BLOCKING Q 16' C.G. (TYF) I-4INGE SIDE ONLY DOOR 2 FRAMING DETAIL A.I.73 SCALE: 5/4" = 1' -0" CI:16] RE . IZ E F'-'76-171 .y CC P ,! ANCE FEB 2 9 2012 City of Tukwila BUILDING MOON crTY FFH 022012 PERMIT NOTE: EXISTING CONSTRUCTION (SI -IOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED /REQUIRED. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON T1415 SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY WAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO TH15 PROJECT. 1-47 wrr, w Z Emi 4=4E- F WO 4t4 -r3405 REGISTERED ARCHITECT Era TH L. BUTTS STATE OF WASHINGTON JAN 24 2012 i� 0 w o N o n • 4.4 CO vn OL) W2 o At P14 (I) Z cU 4 o Ws .3 O n i- Store No. 47 Drawn by: Approved Drawing No. A.1.131 0 cs- n n n 0 n FRTW BLOCKING AS REQUIRED 41" 2 7[1143 VARIES 1' -1" [330] 2' -0" [610] TYP 4' TYP 1L OF STANDARD SEE FLOOR PLAN tti. OF STANDARD 1' -1" C330] TYP �i. OF STANDARD 41" CWD -4e] CST -le] C5-2e] CST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] CST -le] ADJUSTABLE SHELVING SHOWN FOR REFERENCE CWD -4e] [ST -le] PREFAB. DISPLAY CASE ASSEMBLY, CWD -5e] [ST -le] E4PREFAB. DISPLAY CASE ASSEMBLY 'A' PLAN AI)4) SCALE: 1 1/2 iLa net NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM $ WALL PRIOR TO PAINTING. NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. ` 11111 1 \1\\ 3$" [86] 1' -88" [524] 2' -0" [610] i1 [3048] A.F.F. LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. FAUX CASE ASSEMBLY CWD -5e] [ST -le] CWD -4e] CST -le] ADJUSTABLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE [WD -4e] CST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] [ST -le] CB -2e] CST -le] FINISHED FLOOR PREFAB. DISPLAY CASE ASSEMBLY 'A' SECTION SCALE: 1 1/2" - 1' -0" [1:8] PREFAB. DISPLAY CASE ASSEMBLY 'A' PERSPECTIVE SCALE: N.T.S REVIEWED FOR R 4 la CoDa. COE PUN *I FEB 2 9 2012 City of Tukwila BUILDING DIVIS ONN CI'T'Y FEB' 022012 PERMIT CENTER 6`34403 REGISTERED ARCHITECT KE 1-IL. BUTTS OF WASHINGTON JAN242012 CID ',f W co\t . l }- 11-t ` v < Q W 2, fit _ (U� /4 (C[n) !C Zg ) ; ec,, <7%) 3 Store No. 47 Drawn by: Approved Drawing No. 1 A.1.740 FRTW BLOCKING AS REQUIRED 41" 2 C1143 VARIES 1' -I" C330] 2' -0" C610] TYP TYP ft. OF STANDARD SEE FLOOR PLAN ft. OF STANDARD A� A.1.741 CND -4e] CST -le] [5 -2e] CST -le] PREFAB. DISPLAY CASE ASSEMBLY MD-5e] CST -1e] ADJUSTABLE SHELVING SHOWN FOR REFERENCE i' -1" [530] TYP OF STANDARD 41" 2 [114] �1 °► mAstwowwwwft! ii=• «<50 NON ROUTED MDF PREFAB. DISPLAY CASE ASSEMBLY, CWD -5e] CST -1e] PREFAB. DISPLAY CASE ASSEMBLY 'B' PLAN SCALE: 1 1/2" s 1' -0" [1:5] NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM * WALL PRIOR TO PAINTING. NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO TI-115 PROJECT. ,link ►1 d\\ 1111 M 1 \1 \1 \1 \\ \11.11.11\1 \1\1\ \\1\\\1 \V IA 38" [56] 1' -88" [524] 2' -0" [610] i I 10' -0" [5048] A.F.F. LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. FAUX CASE ASSEMBLY [WD -5e] [ST -le] NON ROUTED MDF ADJUSTABLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE MD-4e] CST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] [ST -le] CB -2c] [ST -le] FINISHED FLOOR e PREFAB. DISPLAY CASE ASSEMBLY 'B' SECTION PREFAB. DISPLAY CASE ASSEMBLY 'B' PERSPECTIVE SCALE: N.T.S COD': COI PU ` NCE FEB 2 9 2012 City ofTukwila BUILDING DIVISION crr •'` FEB ,0 .2 2012 PERMIT CENTER c�7 PA 0 E L) f H pout:i M O czt 0 CT Z-F, E-1 ct3 cV ?.0 =',S; 1■4 00 CC3 N (1) Cr) O N REGISTERED.' ARCI#ITECT NNETIi' UTTS Si * ' Ii4INGTON am' %'!�.' JAN 2 4 2012 Store No. 47 Drawn by: Approved Drawing No. A.1.741. 4i0 n 4 " 1 _n11 rn 4i" n 1_7" 4i" n A PREFAB. DISPLAY CASE ASSEMBLY 'D' PLAN A.1.743 11.1.1V, A IL\ 1l11 \1111\1M1 \1M1M111\1MM11. \I\1\1tV 311" C86] J _:. A. • 1' -8$" [524] cst n 2' -0" [610] J W 101 -0" C5048] A.F.F. LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. FAUX CASE ASSEMBLY CWD -5e] NON ROUTED MDF ADJUSTABLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE CWD -4e] [ST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] [ST -le] CB -2e] [ST -le] FINISHED FLOOR SCALE: 1 1/2" >a 1' -0" [1:6] PREFAB. DISPLAY CASE ASSEMBLY 'D' SECTION NOTE: PAINTING CONTRACTOR S1 -TALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM $ WALL PRIOR TO PAINTING. NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. COD CCLl PU I C' ,: '.>r3:4# C F tE FEB 2 9 2012 City of Tukwila BUILDING DIVISION PREFAB. DISPLAY CASE ASSEMBLY 'D' PERSPECTIVE SCALE: 1 1/2" I' -0" 01:8] SCALE: N.T.5 CITY • - FEB 0-2 2012 PERMIT CENTER 11 1 T� ms/ s, V1 H M r:4 N 01211; czt cto, N N � o0 3405 0 w REGISTERED ARCHITECT KENNETH L. BUTTS STAT OF WASHINGTON JAN 2 4 2012 (r) _1(1) LU 1 ^ ' 0 Vl — . (� E Lu1J._ LU (W O V / 0_ w 0 0 E c) H E V 0 W •Q W w tU 4 c t� Ws w Store No. 47 Drawn by: 9 Approved Drawing No. A.1.143 1/11/2012 1:21:47 PM .7 — F 1.14. / v4 .L ., ow ....- .... / F / . _.. • _ 1 r[ C1143 / 11 -1" C330] / [1143 12' -2" [308] 2' -0" C610] C1143 $ 1' -I" C330] C1143 � . , 1L OF STANDARD �i._ OF STANDARD A.1.143 ' \ X �i.. TYP OF STANDARD FRTW BLOCKING AS REQUIRED / .n,P X i. OF STANDARD - ----�-�-__-, . 111 r �-i • to£ llr/ - - ill► �Ii��l� > T y�► T r �� ► C �► �� ��� • • - _ _�_ -� - ^• •.� -,ice ���._ �_ - : r !� a ; . :� 1._ y����, =� 4 CB -2e] CST -le] ADJUSTABLE SHELVING SHOWN FOR REFERENCE 1 � 3 �- r i!!!�� I l 1 J ! I # F I --( 1 1 NON ROUTED MDF CASE ASSEMBLY, , CWD -5e] CST -lea -- 3 f i ' F I Y / I n 1 1 L4-1 _ ' �- { 1 # t 1 t CWD -4e] CST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] CST -le] 1 I —I!/ gI!/4 V!/ _ m n 0 rl�: lk //� % . A PREFAB. DISPLAY CASE ASSEMBLY 'D' PLAN A.1.743 11.1.1V, A IL\ 1l11 \1111\1M1 \1M1M111\1MM11. \I\1\1tV 311" C86] J _:. A. • 1' -8$" [524] cst n 2' -0" [610] J W 101 -0" C5048] A.F.F. LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. FAUX CASE ASSEMBLY CWD -5e] NON ROUTED MDF ADJUSTABLE SHELF ON WALL STANDARDS SHOWN FOR REFERENCE CWD -4e] [ST -le] PREFAB. DISPLAY CASE ASSEMBLY CWD -5e] [ST -le] CB -2e] [ST -le] FINISHED FLOOR SCALE: 1 1/2" >a 1' -0" [1:6] PREFAB. DISPLAY CASE ASSEMBLY 'D' SECTION NOTE: PAINTING CONTRACTOR S1 -TALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM $ WALL PRIOR TO PAINTING. NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. COD CCLl PU I C' ,: '.>r3:4# C F tE FEB 2 9 2012 City of Tukwila BUILDING DIVISION PREFAB. DISPLAY CASE ASSEMBLY 'D' PERSPECTIVE SCALE: 1 1/2" I' -0" 01:8] SCALE: N.T.5 CITY • - FEB 0-2 2012 PERMIT CENTER 11 1 T� ms/ s, V1 H M r:4 N 01211; czt cto, N N � o0 3405 0 w REGISTERED ARCHITECT KENNETH L. BUTTS STAT OF WASHINGTON JAN 2 4 2012 (r) _1(1) LU 1 ^ ' 0 Vl — . (� E Lu1J._ LU (W O V / 0_ w 0 0 E c) H E V 0 W •Q W w tU 4 c t� Ws w Store No. 47 Drawn by: 9 Approved Drawing No. A.1.143 1/11/2012 1:21:47 PM 0,000.■■111111 15' -8" [4775] (EXPOSED PANEL DIMENSION) IL OF SIGN PANEL LETTERS ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................................................................................................... . ...................................................................................'.....................................'.....................'.'........ .............................................................................................................................................................-........................ .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.....................:.:.:.:.:.:.:.:.:.:.:.......:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:...............:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:................ . . ................................................................................................................................................................................ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - . • • • • • • . • • • • • ......1.1 ... .....................'.........................'.............. '... . .. ' .............................................................................................. .......................'.......................'...........'.............'.............................'................................................................................................................................. Lu ..................................................................................................................................................... • • N41.4%••••••■=www A 15'-4" [4683] STOREFRONT SIGN 8°9J SCALE: 3/4" = 11-0" [1:16] CURVED DEFLECTOR WITH CLOSED ENDS [P-2e3 LOPEN7 FROSTED SIGN PANEL (TYP) 5/8" E163 DRYWALL BY G.C. 611 2" [513 [1523 AMA LED COVE LIGWT 4 SPACER BY SIGN CONSULTANT, INSTALLED BY G.C. - COORDINATE 141T1-1 1E0.100' ALUM. GLAZING SYSTEM PREFINISI-IED CM-4e] (TYP) t 3/4" [IG] BLACK PVC LETTERS NTH 12 GA. ALUMINUM FACE VW MATTE SLACK FINISH. LETTERS TO BE MECHANICALLY FASTENED TO GLASS (TYP). 3/4" riq3 BLACK PVC LETTERS WITH 12 GA. ALUMINUM FACE 1A1/ MATTE BLACK FINISH. LETTERS TO BE MECI-1ANICALLY FASTENED TO GLASS (TYP). NOTE*: G.C. SHALL VERIFY SIGN PANEL DIMENSION IN FIELD AND RELAY TO SIGN CONSULTANT 4" N023 PREFAB. ENTRY PORTAL - FURN. BY TENANT, INST. BY G.C. - SEE SWEET A.I.450 FOR ASSEMBLY DETAILS SCHEMATIC SIGN PANEL NOTCH ISOMETRIC SECTION — STOREFRONT SIGN SCALE: 3" = 1'-0" [1:4] 1 [46] 0 T.) 131 1 0- ID 0 0_ NOTE: TI-115 SIGN ONLY PRODUCED BY 'SIGN INNOVATION INC.' - SEE COVER SWEET FOR CONTACT INFORMATION. c DISPLAY CASE SIGN A.I.600 PAINTE..°D BEAD BOARD - REAR DISPLAY CASE PAINTED SHIPLAP CASH AND NAP 12 GA. HOT. ROLL L) STEEL LETTERS AND "BAR, NATURAL FINISH NITH MATTE CLEAR COAT.CM-le] B/4' BLACK PVC SHEETING SPACER SCALE: 1" = I'-O" CI:123 /— 12 GA. 1-.10T ROLLED STEEL ETTERS AND BAR, NATURAL FINISI-I MATTE CLEAR COAT. EM-le] STAINLESS STEEL' LAG BOLTS 6 24 0,C, DISPLAY CASE SIGN DETAIL A.l SCALE: 3" = 1'-0" [I:4] o REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION cnYRNUttitik FEB' 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3405 REGISTERED ARCHITECT L. BUTTS STATE OF WASHINGTON JAN z4 2012 z 4 0_ (I) z Store No. 478 Drawn by: Approved Drawing No. A.1.800 ALUMINUM FRAME [M -4e] (TYP.) GC SHALL PROVIDE CONCEALED F.R.T. WOOD BLOCKING AT MOUNTING BRACKET [1067] MOUNTING SURFACE SEE ARCH. DWGS. 8" 3" [203] n u C4 u 2' -6" [762] 1 1/2" [38] x 1 1/2" [38] ALUMINUM TUBE. CLEAN AND SEAL, END WELDED CLOSED. [M -4e] 1" [25] SQUARE ALUMINUM TUBE [M -4e] (TYP.) RICAN Q 6" O 4" [6] (SIGN TYPICAL TWO SIDES) 2' -8" 4' [6] 2" [51] A [813] ELEVATION BLADE SIGN $ BRACKET 1" [13] n I1 u n Tic' MIS 1/4" [6] ALUMINUM LETTERS WITH MATTE BLACK COAT. 1/4" [6] FROSTED, TEMP. PLATE GLASS [GL -4e] 3/4" CORE SUBSTRATE (PAINT WHITE) (TYP) "MID -TONE HICKORY" VENEERED PANEL [ST -2e] PRE - FINISHED BY MILLWORKER. A.1.89Y SCALE: 1 1/2" = 1' -0" [1:8] 3" [767 x3" [76] x3/16" [5] ALUMINUM PLATE, WELDED TO ENDS OF ALUMINUM TUBE ROUND EDGES. GRIND WELDS SMOOTH [M -4e] STAINLESS STEEL I/2 "0 [13] CUP WASHERS (TYP.) 1 1/2" [38] x 1 1/2" [38] ALUMINUM TUBE. CLEAN AND SEAL, END WELDED CLOSED. [M -4e] 1" [25] SQUARE ALUMINUM TUBE [M -4e] (TYP.) AA A.1.80 5" S 4 6 /[16]if CIq] To][10] 3" " [10] 2- / [70] n I1 u SECTION - BLADE SIGN $ BRACKET SCALE: 6" = 1' -0" [I:2] 2" [51] 8' -0" ABOVE MALL FLOOR 3" [76] 2" [51] [13] [13] n n u C4 u 1gu 1$" [35] [35] 24 3" [70] 3" [76] x3" C76] x3/16" [5] ALUMINUM PLATE, WELDED TO ENDS OF ALUMINUM TUBE ROUND EDGES. GRIND WELDS SMOOTH [M -4e] STAINLESS STEEL 1/2"0 [13] CUP WASHERS (TYP.) 1 1/2" [38] x 1 I /2" C38] ALUMINUM TUBE. CLEAN AND SEAL, END WELDED CLOSED. [M -4e] I" [25] SQUARE ALUMINUM TUBE EM-4e] (TYP.) ALUMINUM ANGLE [M -4e] (TYP.) END - BLADE SIGN $ BRACKET SCALE: 6" = 1' -0" [1:2] • in • / [26] FITTING ROOM SIGN I.80 EXISTING SIGN RELOCATED BY G.C. -TpCHE ZINC PLA BLACK BACKGROUND MOUNT WITH (4) STAINLES STEM L MACHINE SCREWS. ROUND CORNERS (TYP. 2 SPACERS /BOLTS PROVIDED BY SIGN CONSULTANT, INST. BY G.C. FINISHED FACE OF PARITION D 7' -6" [2286] S A.F.F. SCALE: 1 1/2" = I' -0" [1:8] EXISTING SIGN RELOCATED BY G.C. SECTION - FITTING ROOM SIGN A.1.80 SCALE: 6" = 1' -0" [1:2] ABOVE FINISHED FLOOR, DOOR SIGN A.I.800 SCALE: I' -0" = I' -0" [1:1] o �z :E - thiVED FOR' CODE COMPLIANCE A PPRO El FEB 2 9 2012 City of Tukwila BUILDING DIVISION FEB crTyRSVitimA o22m2 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON TI-415 SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. <44 zE- 404 Rit wo d Q 11 I t1 CAN L ' O M N. clot U 7r. 55 oLio 1 1�GQ°�° 3405 R [; REGISTERED ARCHITECT KENNET -H L. BUTTS STATE OF WASHINGTON JAN 242012 z Store No. 47 Drawn by: Approved Drawing No. A.1.801 EQUAL IN miv EQUAL • AA A.1.80 5" S 4 6 /[16]if CIq] To][10] 3" " [10] 2- / [70] n I1 u SECTION - BLADE SIGN $ BRACKET SCALE: 6" = 1' -0" [I:2] 2" [51] 8' -0" ABOVE MALL FLOOR 3" [76] 2" [51] [13] [13] n n u C4 u 1gu 1$" [35] [35] 24 3" [70] 3" [76] x3" C76] x3/16" [5] ALUMINUM PLATE, WELDED TO ENDS OF ALUMINUM TUBE ROUND EDGES. GRIND WELDS SMOOTH [M -4e] STAINLESS STEEL 1/2"0 [13] CUP WASHERS (TYP.) 1 1/2" [38] x 1 I /2" C38] ALUMINUM TUBE. CLEAN AND SEAL, END WELDED CLOSED. [M -4e] I" [25] SQUARE ALUMINUM TUBE EM-4e] (TYP.) ALUMINUM ANGLE [M -4e] (TYP.) END - BLADE SIGN $ BRACKET SCALE: 6" = 1' -0" [1:2] • in • / [26] FITTING ROOM SIGN I.80 EXISTING SIGN RELOCATED BY G.C. -TpCHE ZINC PLA BLACK BACKGROUND MOUNT WITH (4) STAINLES STEM L MACHINE SCREWS. ROUND CORNERS (TYP. 2 SPACERS /BOLTS PROVIDED BY SIGN CONSULTANT, INST. BY G.C. FINISHED FACE OF PARITION D 7' -6" [2286] S A.F.F. SCALE: 1 1/2" = I' -0" [1:8] EXISTING SIGN RELOCATED BY G.C. SECTION - FITTING ROOM SIGN A.1.80 SCALE: 6" = 1' -0" [1:2] ABOVE FINISHED FLOOR, DOOR SIGN A.I.800 SCALE: I' -0" = I' -0" [1:1] o �z :E - thiVED FOR' CODE COMPLIANCE A PPRO El FEB 2 9 2012 City of Tukwila BUILDING DIVISION FEB crTyRSVitimA o22m2 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON TI-415 SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. <44 zE- 404 Rit wo d Q 11 I t1 CAN L ' O M N. clot U 7r. 55 oLio 1 1�GQ°�° 3405 R [; REGISTERED ARCHITECT KENNET -H L. BUTTS STATE OF WASHINGTON JAN 242012 z Store No. 47 Drawn by: Approved Drawing No. A.1.801 STORE CHAIN CODE _� SHELVING LENGTH CONFIGURATION SERIES CODE SHELVING HEIGHT E4A -10 E4A -10 E4A -10 E4A -10 MC -3237 L LNOMINAL CARRIAGE DIMENSIONS MOBILE CARRIAGE • 3'- 0 "/4' -0" I je FIXED SHELVING UNIT • ;)1ti MOBILE SHELVING UNIT SHELVING /CARRIAGE KEY GENERAL NOTES: • SEE SHEET 'A.O.I30' FOR SHELVING LAYOUT • SEE SHEET 'A .1.g01' FOR MANUFACTURER'S INSTALLATION INSTRUCTIONS • INSTALL TRACK PER MANUFACTURER'S INSTRUCTIONS. TRACK MUST BE LEVEL (USING SHIMS AS REQ'D.) TO INSURE PROPER OPERATION. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN EDGE OF TRACK AND WALL. (SEE SHELVING DETAIL C/A .1.q01) • INSTALL SHELF UNITS ON MOBILE CARRIAGE. SHELF UNIT MUST BE SECURED TO UNDER CARRIAGE USING ONE TEK SCREW IN EACH CORNER. (SEE SHELVING DETAIL G /A.1.g01) • INSTALL BRAKES ON ALL MOVEABLE CARRIAGES PER MANUFACTURER'S INSTRUCTIONS. (SEE SHELVING DETAI L E/A.I .q01) • INSTALL TWO BUMPERS BETWEEN EACH MOBILE UNIT 71 1/2" FROM BOTTOM IN PREDRILLED HOLES. (SEE SHELVING DETAIL K/A.1.g01) • DOUBLE X BRACES ARE REQUIRED ON MOBILE UNITS ONLY. FIXED UNITS REQUIRE SINGLE X BRACE. (SEE SHELVING DETAL WA.1.g01) • TOP AND BOTTOM SHELVES TO BE PERMANENTLY FASTENED IN PLACE USING TWO TEK SCREWS AT EACH END THRU CROSS RAIL. (SEE SHELVING DETAIL G /A.1.g01) • ALL BACK TO BACK SHELF UNITS MUST BE FASTENED TOGETHER USING AT LEAST FOUR TEK SCREWS PER VERTICAL. UPRIGHT. (SEE SHELVING DETAIL 14/A .1.4101) • ATTACH HANDLE 44" A.F.F. +/- TO CENTER ON MOBILE UNITS ONLY. • USE 2 1/2" LEAD DRIVE PINS ON MOBILE TRACK WITH CHAIN (SEE SHELVING DETAIL E /A.1.g01) • USE POWER BOLTS ON TRACK WITH ANTI -TIP "I" TAB. (SEE SHELVING DETAIL - F /A.1.g01) • ALL BACK TO BACK SHELF UNITS WILL HAVE PLASTIC MESH SECURED ON THE BACK OF ONE UNIT (WITH METAL STRIPS AT THE TOP AND BOTTOM AND "ZIP TIED" EVERY 16" THROUGH THE CUT OUT) BEFORE UNITS ARE JOINED. • CONTRACTOR TO CONSULT TENANT ONSITE CONSTRUCTION REPRESENTATIVE REGARDING PLACEMENT OF WARNING PLACARDS. NOTCH 59 NOTCH 54 NOTCH 49 NOTCH 44 NOTCH 60 NOTCH 58 NOTCH NOTCH 34 NOTC1 —! 12 NOTCH 1 G.C. TO SECURE BRACKETS WITH TWO #12 TEK SCREWS (TYP) NOTCH 34/35 NOTCH 29/30 DRY ERASE BOARD HANG BAR PREFAB PUNCHED METAL BRACKET MOUNTING DETAIL SCALE: 1/2 " =1' -0" (PARTIAL HEIGHT) A SERIES NOTCH 59 NOTCH 54 NOTCH 49 NOTCH 44 NOTCH 39 NOTCH 34/35 NOTCH 29/30 -', .7 IN Mg YM YW II , 11• NOTC1 -I 60 NOTCH 51 NOTCH 44 NOTCH 37 NOTCH 30 NOTCH 23 NOTCH 16 NOTCH 9 NOTCH 1 G.C. TO SECURE BRACKETS WITH TWO #12 TEK SCREWS (TYP) NOTCH 19 NOTCH 14 DRY ERASE BOARD PREFAB PUNCHED METAL BRACKET MOUNTING DETAIL SCALE: 1/2 "=1' -0" (FULL HEIGHT) S SERIES NOTCH 44 RUBBER BUMPER (TYP.) 0 SHELF (TYP.) G.C. TO SECURE LADDER HANG BRACKET WITH TWO #12 TEK SCREWS NOTCH 60 NOTCH 58 NOTCH 39 NOTCH 20 NOTCH 1 PREFAB LADDER HANG BRACKET MOUNTING DETAIL SCALE: 1/2 " =1' -0" C SERIES SIa,ote Rac1's S 1,0( be u00%r Sej'aral+-C_ 3toc; /divt5 rwt ; -�g`.ciift.,�.gt� crtYRNM.r, FEB Q 2 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY WAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. alg V W L N F-y O czt 1--1 � SUN Wa.) at at N 3405 REGISTERED ARCHITECT ENNETH L. BUTTS STATE OF WASHINGTON JAN 242011 I- LL" cn w Store No_ 47B Drawn by: Approved Drawing. No. A.1.900 E 0 ri c'4 n 0 cv IIIIlriI•I'® MOBILE STORAGE SYSTEMS, INC 29i6 NIKON, SW WALKER, MI 49541 -7564 PN: (BOO) 294 -7477 FAX: OW 79I -9916 EMAIL: cusrOMERBERVIPPIPPMOBILLCOM 141171//•44.PIPPM0aILE.COM INSTALLATION INSTRUCTION PREPARED FOR: AMERICAN EAGLE OUTFITTERS FOR TECHNICAL ASSISTANCE DURING BUSSINESS HOURS (8AM — 5PM EST) 1 -800- 234 -7477 EXT 4076 JIM RAPER 1- 800 - 234 -7477 EXT 4064 ANDREW AUSTIN AFTER BUSSINESS HOURS 1 -800— 234 -77477 EXT 55 YOUR MESSAGE WILL 8' SENT TO AN ON —CALL PROJECT MANAGER WHO 'WILL PROMPTLY RETURN YOUR CALL. ALL PIPP CARRIAGES ARg EQUIPPED WITH THE TOLL FREE NUMBER FOR URGENT INSTALLATION OR REPAIR I' ATTERS. STEP #4 INSTALL ANTI -DRIFT MECHANISM VIEW SHOWN IN UNLOCKED POSITION 1. THE POSI -LOCK BRAKES ARE SHIPPED IN A SEPARATE ACCESSORY BOX. 2. THE CHANNEL5 ARE PRE- A55EMBLED WITH A MOUNTING STUD INSTALLED. NOTE: WASHER AND NUT INSTALLED ON STUD. (NUT MOUNTED BACKWARDS FOR SHIPPING). 3. REMOVE NUT AND WASHER AND INSTALL BRAKE ASSEMBLY. STUD GOES THROUGH LOWER SLOTTED HOLD IN BRAKE ASSEMBLY. 4. BRAKE SEATS ON CHANNEL OVER STUD. INSTALL. 4 END SCREWS, INSTALL WASHER AND 1/4 20 STAR/WASHER NUT AND TIGHTEN. 5. ADDITIONAL SLOTTED HOLES AND END EXTRUDED HOLE TO BE USED IN SECURING CORNER OF SHELVING TO CORNER BRAKE ASSEMBLY. NOTE: POSITION AND SECURE SHELVING AT BRAKE CORNER FIRST. BRAKE DETAIL NO SCALE TYPICAL "2 TRACK" MOBILE SYSTEM IN -TRACK ANTI -TIP ALUOg5 POSITIVE CARRIAGE LOCK TRACK J "2 TRACK" CARRIAGE DETAIL A.15101 No scALE STEP #1 CONFIRM PARTS TO PACKING LIST PARTS DESCRIPTION YZ' x BY,' ANCHOR BOLT HEAVY DUTY TRAGIC 1.5' IXA TER Yf x 2' NA L -IN ANY OR ALL OF T1S: FOLLOWING PARTS MAY SE INCLUDED IN YOUR SWIM. CONFIRM ALL PARTS AND QUANTITIES To THE PACKING LIST !SE BEGINNING INSTALLATIQL Y1' MASONARY DRU SR FOR NA L -Sffi AND HILT! K1IK SOLT TZ HEAVY DUTY IND STOP SO TEK SCREW (ATTACH WITH HILT' KKK SOLT TZ) 61Pir -4NIRP M -TRACK ANTI -TIP TRACK POSITIVE LOCKING BRAKE TRACK !team BUMPER CROSS BRACING DETAIL A PARTS LIST A.1.901 NO SCALE POSITIVE LOCKING BRAKE SYSTEM MTV! tlacWNG MGM PC CANING A NSALY • KASTER LW NON-A0.A ITAlLE T@ TRACK ANEQ'ALY ISTX NTISIAL I. QJ G CIIAG1 • NIAOMI IAK MASTER LIMO INSTALLED AT FACTORY ADJUSTING MD TEE .I . . I�D)r ; %■ =MOW STUD PM MAD AD.ATI G WOW TRACK: POSITION POSI -LOCK TRACK ON THE AISLE SIDE OF THE MOBILE SYSTEM. POSITION CHAIN SLOT TO THE AISLE. THE CHAIN IS APPROXIMATLEY 4 INCHES SHORTER THAN THE TRACK. IT HAS BgEN PRE - ASSEMBLED WITH ONE FIXED END AND ONE ADJUSTABLE END. DETERMINE WHAT SIDE OF THE SYSTEM SIDE THERE I5 ACCESS WITH AN ALLEN, WRENCH FOR ADJUSTMENT. YOU WILL FEED THE CHAIN THROUGH THE OPPOSITE END. AFTER THE TRACK HAS BEEN STAGED FOR INSTALLATION (BEFORE. USING THE ANCHORS) FEED THE CHAIN THROUGH THE TEE SLOT. WITH THE CHAIN THROUGH THE TRACK, SECURE THE TRACK WITH ANCHORS PROVIDED. SEAT THE NON - ADJUSTING TEE IN THE CHAIN SLOT. PULL THE CHAIN TOWARDS THE ADJUSTING END. INSTALL ADJUSTER TEE NUT AND 1/4 -20 ALLEN SCREW. SNOT ALLEN SCREW UNTIL TENSION IS EXHIBITED ON THE CHAIN. NOTE: DO NOT OVER TIGHTEN THE CHAIN IN TRACK. CHAIN MUST BE ABLE TO MOVE EASILY SIDE TO SIDE WITHIN THE CHAIN POCKET IN THE TRACK. CC BRAKE DETAIL A.1.g01 No SCALE TYPICAL "3 TRACK" MOBILE SYSTEM STEP #2 INSTALL STATIONARY SHELVING 1. INSTALL STATIONARY SHELVING AT ONE END (WHERE APPLICABLE). 2. START BOTTOM SHELF AT 3" OFF FINISHED FLOOR. 3. FASTEN TOP AND BOTTOM SHELVES PERMANATELY TO STANDARDS. 4. FASTEN ALL STATIONARY SHELVING TO WALL. STATIONARY SHELVING FIXED SHELVING DETAIL A.Lg01 NO SCALE SEE NOTE 3 STEP #5 IN -TRACK ANTI -TIP (OPTION) THE GUIDE IS DESIGNED TO BE INSERTED INTO THE TRACK AFTER THE TRACK IS IN THE APPROXIMATE LOCATION, BUT PRIOR TO COMPLETELY SECURING IT TO THE FLOOR. THE SYSTEM IS SHIPPED COMPLETELY ASSEMBLED, HOWEVER, IF THE MOUNT ASSEMBLY CANNOT BE INSERTED INTO THE TRACK, IT I5 POSSIBLE TO REMOVE AND RE- INSTALL THE MOUNT ASSEMBLY. THE MOUNT ASSEMBLY MUST BE PLACED IN THE ORIGINAL FACTORY LOCATION. THE SYSTEM WILL NOT WORK IF THE MOUNT ASSEMBLY IS NOT PLACED PROPERLY. SECURE THE SHELVING TO THE CARRIAGES WITH INSTALLER SUPPLIED HARDWARE. FLANGED BUSHING-EZI40 CARRIAGE CHANNEL- ALUI00 THRUST WASHER -EZI50 ANGLE- ALU090 PIPP INTRACK ANTI -TIP 2-E0LT- CARI55 (Y4 -20* GR5) 2- •ASHER PLAIN- MAC155 MOUNT ASS' CAR330 -1 AgIr HEAVY DUTY TRACK (PHDT) WITH STEEL UNDERLAYMENT THE PIPP IN -TRACK ANTI -TIP SHOWN ABOVE WILL BE SHIPPED WITH THE HEAVY DUTY TRACK SHOWN TO THE RIGHT. CONNECT THE HEAVY DUTY TRACK USING THE UNDERLAYMENT AS A GUIDE AND SECURE TO THE FLOOR THROUGH THE MID -TRACK ANCHOR HOLES. F ANTI -TIP DETAIL A.1.g01 PIPP HEAVY DUTY TRACK NO SCALE POSITIVE CARRIAGE LOCK TRACK IN -TRACK ANTI -TIP ALUOg5 113 TRACK" CARRIAGE DETAIL A.1.901 No scALE STEP #3 INSTALL TRACK (STAGGER JOINTS) ALIGN ASSEMBLED TRACK PARALLEL TO WALL OR AISLE, WITH APPROXIMATELY 2 "CLEARANCE FROM ANY OBSTACLE. USING THE HOLES IN THE TRACK AS A GUIDE, DRILL 1/4" HOLE'S INTO CONCRETE FLOOR DEEP ENOUGH FOR THE END STOP FASTENERS. CLEAN CONCRETE DUST FROM HOLE. HAMMER THE FASTENER'S THROUGH THE END STOP AND TRACK INTO FLOOR. CONFIRM JOINTS ARE STILL PROPERLY SEATED, AND TRACK IS STRAIGHT. DRILL. HOLE'S FOR END STOP AT OPPOSITE END OF TRACK. HAMMER FASTENER'S THROUGH END STOP. MAINTAINING CAREFUL ALIGNMENT, INSTALL MID -TRACK FASTENERS. 2' SPACING FROM WALL 3r' ANCHOR BOLT END STOP TRACK PLACED TOUCHING STATIONARY SHELVING IY4 NAIL -IN END STOP STEEL UNDERLAYMENT ATTACHED TO TRACK STEEL UNDERLAYMENT CUT BACK 3' FOR FUTURE ADDITIONS MID -TRACK ANCHOR 140LE STEEL UNDERLAYMENT EXTENSION STEEL UNTERLAYMENT CUT BACK 3' HEAVY DUTY TRACK ALIGN UNDERLAYMENT EXTENSION WITH CONNECTING TRACK. HAVE AN ASSISTANT GENTLY TAP THE END OF THE TRACK UNTIL SECTIONS ARE SEATED FLUSH. ALIGN REMAINING TRACK PARALLEL TO FIRST TRACK USING WHEEL CENTERS. ENSURE WHEEL IS CENTERED IN THE CHANNEL. ANCHOR ON END OF THE TRACK. TEST PARALLELISM BY ROLLING SEVERAL CARRIAGES ALONG THE TRACK RUN USING FULL BODY WEIGHT. TO CONFIRM PARALLELISM MAKE SEVERAL TRACK TO TRACK MEASUREMENTS ALONG EACH RUN. - CARRIAGES SHOULD ROLL FREELY WITH MINIMUM LATERAL WHEEL MOVEMENT. -THE TRACK ENDS SHOULD BE SQUARE AND ALIGNED. CONFIRM TRACK JOINTS ARE FULLY SEATED. ANCHOR END STOPS THROUGH TRACK WITH END STOP FASTENERS AS ABOVE. ANCHOR MID -TRACK FASTENERS. c TRACK DETAIL A.1.g01 NO SCALE STEP #6: ATTACH SHELVING TO CARRIAGES ATTACH SHELVING TO MOBILE CARRIAGE USING (1) #12 TEKS SCREW AT EACH CORNER. ATTACH UPRIGHT THROUGH HOLE IN CORNER PLATE WITH #12 TEK SCREWS. ATTACH UPRIGHT THROUGH HOLE IN CORNER PLATE WITH #12 TEK SCREWS. S1- IELVING DETAIL ATTACH UPRIGHT THROUGH HOLE IN CORNER PLATE WITH #12 TEK SCREWS. ATTACI -I UPRIGHT THROUGH HOLE IN CORNER PLATE WITH *12 TEK SCREWS. A.1.g01 N0 SCALE O (--- UPRIGHT SEE DETAIL G/A.1.4101 STEEL RIVETS UPRIGHT SHELVING DETAIL .1.CIOY NO SCALE STEEL RIVETS SEE DETAIL G /A.1.g01 UPRIGHT OR FIXED SHELVING UNIT NOTE: ANCHOR ALL FIXED UNITS WITH SCREWS AT EACH UPRIGHT TO WALL MOUNTED HORIZONTAL FURRING STRIP LOCATED AT TOP OF FIXED UNITS. ATTACH STEEL ANGLE AT BOTTOM OF EACH UPRIGHT 1/4" X 2" X 2" STEEL ANGLE SECURED TO SLAB W/ 3 /8 "DIA. X 2 1/4" POWER -BOLT PER ICC REPORT NO. ER -5225. (TYP. AT EACH SHELF UPRIGHT) 1 FIXED SHELVING FLOOR CLIP DETAIL A.1.g01 NOT TO SCALE cITYRNVAititA FEB 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. rl o 4:4 E-1 U H cAeN 0 Ei rn M 7:1 rn N WN C3 Ct V � cin N X00 3405 tar REGISTERED ARCHITECT ENNETH 1. BUTTS STATE OF WASHINGTON 'JAN 42011► Store No. 47E) Drawn by: Approved Drawing No. A.1.901 0 co n n 0 3/4" X 3/4" NON -COM PLYWOOD BACKER BOARD AT 6' -0" ABOVE CONCRETE SLAB. - BY G.C. AUDIO /VISUAL SYSTEM BY AUDIO /VISUAL CONSULTANT MOUNTED 6' -3" ABOVE CONCRETE SLAB. 2 X 4 NON - COMBUSTIBLE WOOD CLEATS (TOP AND BOTTOM) BY G.C. G.G. SHALL SECURELY FASTEN COMPUTER CABINET TO CLEATS. PREFABRICATED COMPUTER CABINET FURNISHED BY TENANT, INSTALLED BY G.C. SEE A.0.130 FOR LOCATIONS COMPUTER CABINET WITN A, A/V SYSTEM ISOMETRIC A.1.910 ti G.C. SHALL SECURELY FASTEN STORAGE BIN TO WALL. SEE A.0.130 4 FOR PLACEMENT. PANG BAR STORAGE BIN NO SCALE E.C. SHALL INSTALL DUPLEX RECEPT. 111 7' -3" ABOVE CONCRETE SLAB FOR A/V EQUIP. OUTLINE OF PLYWOOD BACKER BOARD BY G.C. 6'-O" AFF COMPUTER CABINET FURN. BY TENANT INST. BY G.G. ORANGE IG DUPLEX RECEPT. BY E.G. SCOPE: FURNISH AND INSTALL ALL MATERIALS TO PROVIDE ELECTRICAL SERVICE TO DUPLEX RECEPTACLES FOR COMPUTER AT TIME LOCATION SHOWN ON THE DRAWINGS, INCLUDING ALL WIRING TO PANEL BOARD TO MAKE SYSTEM OPERATIONAL. FURNISH AND INSTALL CONDUIT, BOXES AND CABLE (FURN. BY TENANT) FOR PHONE AND DATA RECEPTACLES. 3/4" CONDUIT RUN BACK TO PANEL BOARDS W/ PI -IONE 4 DATA WIRES DATA OUTLET BOX BY E.G. PHONE OUTLET BOX AND RJ -11 PHONE JACK BY E.C. I' -71" 71» 2 2 / CL OF COMPUTER CABINET COMPUTER CABINET ANCHOR EACH LOCKER TO WALL MOUNTED HORIZONTAL FURRING STRIPS WITH SCREWS PREFAB. LOCKERS WITH CLEAR ACRYLIC DOORS FURN. BY TENANT AND INST. BY G.C. SEE A.0.130 FOR LOCATIONS EMPLOYEE LOCKERS A.I.9I0 NO SCALE PEGBOARD PANELS FURNISHED BY MILLWORK SUPPLIER INSTALLED BY G.C. SEE FLOOR PLAN FOR LOCATIONS SURFACE MOUNTED 1" [25] x 3" [76] FLOOR SLEEPERS FURN. BY FLOORING SUPPLIER INST. BY G.G. CONTINUOUS ® TOP, MIDDLE AND BOTTOM OF PEGBOARD EXISTING WALL SURFACE C PEGBOARD DETAIL SCALE: 1/4 .I C1:50] (ELEVATION) 46" [1168] X 16" [406] X 84" 2134] UPRIGHT METAL CABINET PERMANENTLY ATTACHED TO FLOOR. SEE A.0.130 FOR LOCATIONS UPRIGNT METAL CABINET NO SCALE METAL FILE CABINET BY OTHERS. SEE A.0.130 FOR PLACEMENT `.0 FILE CABINET A.1.910 NO SCALE C . PROCESSING TABLE A.1910 SCALE NO SCALE NO MARKETING CART BY OTHERS. SEE A.0.I30 FOR PLACEMENT CCMARKETING CART A.I. SCALE NO NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION crrvA.n FEB p2 201 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. z Es! <4 It rzO 0 CneN E"1 � M Ems-+ N w�, N p cc r C>1 00 cV 0O ,-1 REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 24 2012 • Store No. 4 7 Drawn by: Approved Drawing No. A.1.910 1/11/2012 1:22:15 PM 16 SECTION 3/16" THICK HOT ROLLED STEEL PLATE. FURN. BY TENANT INST. 8Y G.G. ISOMETRIC 'LEANING' MIRO WALL BRACKET A.I.920 SCALE: 3" =1' -0" "LEANING" MIRROR BRACKET FURN. BY TENANT, INST. BY G.C. SEE DET. D/A.1.920 PREFABRICATED MIRROR W/ FRAME FURN. BY TENANT INST. BY G.C. 1/4" LAG SCREW BY G.C. TAU MIRROR FRAME INTO FLOORING. �E "LEANING" MIRROR SECTION A.1.g20 SCALE: 1" =1' -0" 8' -0" A.F.F. 1/2Tx1 1/2" CROSS- BAR (SHOWN DASHED) PREFABRICATED METAL FRAME BY OTHERS 2' -64" 7' trimr 1/16Tx1 3/4" SPANNER (TYP. OF 3) (SHOWN DASHED) 1/4" POLISHED PLATE GLASS MIRROR. PRE- INSTALLED BY OTHERS. PREFABRICATED MIRROR DETAIL SCALE: 1 " =1' -0" NOTE: TAG CABINET FURNISHED BY TENANT, INSTALLED BY G.C. S 0 0 Z- CHANNEL MOUNTING BRACKET SI- II PPED LOOSE - G.C. TO INSTALL TAG CABINET D ETA I L A.1.920 WALL SCALE: 3" = 1' -0" CONCEALED SLOTTED STANDARDS SADDLE BRACKET FURN. BY TENANT, INST. BY G.C. 1/2 "Tx1 1/2" CROSSBAR FOR HANGING. (SHOWN DASHED) PREFABRICATED MIRROR W/ FRAME FURN. BY TENANT INST. BY G.C. HANGING MIRROR @WALL DETAIL A.1.920 N.T.S. C2 1' -o" 4 11" X 14" GRAPHIC FRAME - PART #FRGF1114 (TOP LOADING SIGN- INSTALLED IN GROUPS OF 4 IN SELECT HALLWAY AREAS). SLOT FOR SIGN (ON TOP) 3' -8 1/2" A.F.F. * A 5' -4 1/2" A.F.F. SMALL GRAPHIC FRAME DETAIL SCALE: 3 " =1' -0" (HALLWAY APPLICATION) 4' -6 1/8" A.F.F. 13" x 16" FITTING ROOM GRAPHIC FRAME PART #WFRGFI316 (WITH EXPOSED BOLTS - INSTALLED INSIDE FITTING ROOMS ONLY). SMALL GRAPHIC FRAME DETAIL A.1.920 11 X 14 GRAPHIC FRAME (TYP. ) TYPICAL DENIM SELECTOR BAR SCALE: 3 " =1'-O" 0 2' -0j-" 4 (FITTING ROOM APPLICATION) \ • • O • 4' -31" 4 LINE OF FLOOR REVIEWED FOR OODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION aTr�i�ta �GRAPNIC FRAME/ENIM 3AR DETAJL�Fc22o a�� A.1.920 SCALE: 1" =1'-0" z�' NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS Sl -IEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE SEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. ag c�7 w0 4e4 Cn cz4 P.14 H E-4 0-4 H 0 w W � Laos REGISTERED ARCHITECT TH L. BUTTS OF WASHINGTON JAN24 2012 Store No. 478 Drawn by: Approved Drawing No. A.1.920 1/11/2012 1:22:20 PM 8' -6" A.F.F. O O MOUNTING PLATES (2) - ONE MOUNTS TO SCREEN, ONE MOUNTS TO WALL. SHAPE $ SIZE ARE NOT DRAWN EXACTLY. 2 1/8" DIAMETER HOLE BY E.C. Q 6' -5" AFF FOR AUDIOVISUAL CONSULTANT USE. 8' -0" A.F.F. 6' -5" A.F.F. r L 3" 3" VIDEO MONITOR ELEVATION A.1.930 SCALE: 3" - 1' - 0" EXISTING WALL SIGN RELOCATED BY G.C. LEVEL OF TOPMOST MOUNTING HOLES IN WALL BRACKET. (VERIFY DIMENSION BEFORE INSTALLING BRACKETS.) 15 AMP DUPLEX FOR LCD, LOCATE AS 514O1AIN. PROVIDED BY G.C. EXISTING WALL SIGN RELOCATED BY G.C. EXISTING VIDEO MONITOR RELOCATED BY G.C. WALL SURFACE $ 8' -6" A.F.F. 8' -0" A.F.F. SIDE ELEVATION A.1.930 SCALE: 3" 1' - 0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION b(O crtvwSAMIa FEB' 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 34OS REGISTERED ARCHITECT NETH L. BUTTS STATE OF WASHINGTON JAN242012 • ci) W o E-4 o ra--: U H +' U W �' go- U < Store No. 4 S Drawn by: Approved Drawing No. A.1.930 0 iD ct n n 0 11' -68" PREMOUNTED "ORANGE" DEDICATED DUPLEX RECEPTACLE OUTLETS IN BACK . E.G. TO WIRE (TYPICAL) PREMOUNTED DUPLEX RECEPTACLE LOCATED INSIDE OF CABINET E.C. TO WIRE (TYP.) VOLUME CONTROLS "NC ACCESS" END INSIDE ELEVATION - ISLAND COUNTER SCALE: 3/4" = 1' - 0" in 12 - 1 " PREMOUNTED "ORANGE" DEDICATED DUPLEX RECEPTACLE WITH OUTLETS IN BACK. E.C. TO WIRE (TYPICAL) RIGHT INSIDE ELEVATION - ISLAND COUNTER 11' -64" i VOI D HINGED COUNTER DOOR VOI D "ACCESS" END INSIDE ELEVATION - ISLAND COUNTER SCALE: 3/4" = I' - 0" RJ -1I PHONE JACK FURN., INST., $ WIRED BY E.G. (INSTALL OVER PREDRILLED HOLE. ) PREDRILLED 1/2" HOLE FOR PHONE LINE MAIN PHONE LABEL PREMOUNTED DOUBLE DUPLEX RECEPTACLE LOCATED IN BACK OF CABINET. E.C. TO WIRE (TYPICAL) A.I.940 SCALE: 3/4" = 1' - 0" RJ -11 PHONE JACK FURN., INST., $ WIRED BY E.C. (INSTALL OVER PREDRILLED HOLE.) PREDRILLED 1/2" HOLE FOR PHONE LINE I.P. PHONE LABEL 12' -04" fl IN IN H VOID n n n II 11 11 PREMOUNTED DOUBLE DUPLEX RECEPTACLE LOCATED IN BACK OF CABINET. E.C. TO WIRE (TYPICAL) LEFT INSIDE ELEVATION PREMOUNTED 'ORANGE" DEDICATED DUPLEX RECEPTACLE WITH OUTLETS IN BACK. E.C. TO WIRE (TYPICAL) - ISLAND COUNTER E.C. SHALL STUB -IN (3) 1" CONDUITS FOR POWER, P.O.S., AUDIO, DATA AND PHONE. A.1.g40/ SCALE: 3/4" = 1' - 11 HINGED COUNTER DOOR PREMOUNTED "ORANGE" DEDICATED DUPLEX RECEPTACLE E.C. TO WIRE (TYPICAL) EQUAL E A.1.g40 SCALE: 3/4" = I' •0" [1:16] 2' -104" 2' -81n 4 in FRONT 1/8" [3] HOT ROLLED STEEL TOP, 3/8" [10] RAD EDGE (CLEAR COAT FINISH WELDS AND CUT OUTS ONLY) WELD CORNERS, GRIND SMOOTH, EASE BOTTOM EDGE. BUILT -UP PERIMETER W/ PLYWOOD CORE AE WOOD PULL BLACK STAIN BURNT OAK WOOD FRAME OPEN WIRE CHASE AREA (FULL LENGTH OF TOP) BLACK STAIN OAK REMOVABLE WOOD PANEL BLACK MELAMINE OVER PLYWOOD INTERIOR WRAP SECTION 13' -q16" 2' -03" 1/8" [3] HOT ROLLED STEEL TOP, 3/8" RAD EDGE (CLEAR COAT FINISH fi WELDS AND CUT OUTS ONLY) WELD CORNERS, GRIND SMOOTH, EASE BOTTOM EDGE. SEE C/A .1.g41 FOR DRILLING REFERENCE EQUAL 42 40 IPPHONELINE� \ X in MAIN VOICE LINE NOTE: CASH REGISTER DESIGNATIONS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH TENANT REP. FOR ACTUAL NUMBER • CONFIGURATION. 38 OF ISLAND COUNTER OPTIONAL REGISTER CHECK FIXTURE ORDER OR CONFIRMATION 1 tu ISLAND COUNTER WORKPOINT VOLUME CONTROLS 38 PLAN VIEW - ISLAND COUNTER SCALE: 3/4" 1' - 0" NOTE: PROVIDE SEPARATE NEUTRAL AND DEDICATED ISOLATED GROUND CONDUCTORS FOR CIRCUITS LA -36 $ LA -42 CASH REGISTER. J 0 ua 9s =icy n E.G. SHALL STUB -IN (3) 1" CONDUITS FOR POWER, P.O.S., AUDIO, DATA AND PHONE. (3) - 1" CONDUITS RUN _LA/1_ UNDER FLOORING NOTE: PRIOR TO STARTING ANY CASH /WRAP ELECTIRCAL WORK, E.C. SHALL VERIFY WITH TENANT FIELD REP. THE FINAL PLACEMENT OF CASH /WRAP ELECTRICAL CONDUIT STUB —INS. e ! � fix- RE' ; tolF e '� CODE COMPLI'Ae] CE A:PPROID FEB 2 9 2012 City of Tukwila BUILDING DIVISION cxr�r� FEB o22ot2 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY WAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. ral 442 wr,,A RE1 C�7 ggo d U 1--1 F o N A4 ,n a3 c7 N ►� cET. 44 8 t5 r En ' Uo, N X GA . 00 . 3405 REGISTERED ARC. T NETHA, BUTTS STATE OF.WASHINGTON :JAN 24 2012 WRAP DETA Store No. 47 Drawn by: Approved Drawing No. A.1.940 0 1/11/2012 1:22 :3 11' -6�" 5' -q OPTIONAL REGISTER CHECK FIXTURE ORDER FOR CONFIRMATION 2' -104" 11 6' -qg 11 2 1' -101" 21 -41" EQ J3i EQ " n EQ 1511 " 4 1— I1 -102" 2' -41" I/ 11' -48" REMOVABLE FRONT PANEL FOR ACCESS TO WIRING CHASE (TYP) "NC ACCESS" EXTERIOR ELEVATION SCALE: 3/4" m 1 - 0" 13' 1" 7n 1' -216" 1'- 3" EQ " EQ EQ 11 EQ I1' -114' 13' -716" REMOVABLE FRONT PANEL FOR ACCESS TO WIRING CHASE (TYP) EXTERIOR ELEVATION C A.I.g41 SCALE: 3/4" = 1' - 0" 13' -816'1 a" 4 / EQ EQ EQ isl EQ 1' -8 13' -716" REMOVABLE FRONT PANEL FOR ACCESS TO WIRING CHASE (TYP) EXTERIOR ELEVATION A.1.g41 SCALE: 3/4" 6 1' - 0" BLACK STAIN BURNT OAK WOOD FRAME AE WOOD PULL BLACK STAIN BURNT OAK WOOD FRAME BLACK STAIN OAK REMOVABLE WOOD PANEL 11' -6111 2' -104" 'L I 2' -3" 2' -q" 2 7/4 loan 1" 2 2' -104" 1 0 n je;" n 21-7" 3' -1" 11' -4 7/ 2' -3" 1"/ B "ACCESS" END EXTERIOR ELEVATION A.1.g41 OPTIONAL REGISTER CHECK FIXTURE ORDER FOR CONFIRMATION PERSPECTIVE - C -5 ISLAND COUNTER SCALE: N.T.S. NOTE: PRIOR TO STARTING ANY CASH/WRAP ELECTIRCAL WORK, E.C. SMALL VERIFY WITH TENANT FIELD REP. THE FINAL PLACEMENT OF CASH /WRAP ELECTRICAL CONDUIT STUB -INS. REAMED FOR CODE COMPLIANCE APPROVED FEB 2 9 2012 City of Tukwila BUILDING DIVISION cnyiVISIA FER9-22012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4;4 44 L) CAN H O Ml Crl [—i v W8 c3 et U� 71- �al� `.. 3405 REGISTERED ARCHITECT ETH L. BUTTS STATE OF WASHINGTON JAN Z4201 a -<( V Store No. 478 Drawn by: Approved Drawing No. A.1.941 /11/2012 1:22:32 PM GENERAL ELECTRICAL TRADES SPECIFICATION NOTE: The Electrical Trades Specification is divided into two parts: I. SUPPLEMENTAL ELECTRICAL. TRADES SPECIFICATIONS defining the scope of work and the special requirements and equipment for this project; II. GENERAL ELECTRICAL TRADES SPECIFICATIONS defining the standard requirements and materials. If the Supplemental Specification is not attached, contact the Tenant immediately. G1. GENERAL (0) All work included under this heading is to be subject to the Instructions to Bidders and General Conditions heroin before written or referred to for the entire work. (b) This shall include all wiring, conduit, electrical service, and distribution equipment, lighting, and miscellaneous equipment detailed on the drawings, or required for a complete and operable installation. (Note: See drawings for items furnished and /or installed by others. All final connections by this Contractor.) This Contractor shall furnish all labor and materials and install all equipment as called for in these specifications, and shown on the plans, or as may be reasonably implied by either, for the installation of the complete electrical system. (d) All work shall be in strict compliance codes, including but not limited to: NEC, 130CA, UBC, ADA, SBCCI, federal codes, state codes, local codes, 0514A, NFPA, Life Safety codes, etc. all of current issue. All work shall meet the requirements and regulations of Underwriter's Laboratories, and local utility companies. All equipment shall be approved and labeled by appropriate industry testing agencies, including but not limited to ; Underwriters Laboratories, Factory Mutual, AGA, etc. All work and equipment shall be sized and installed in accordance with appropriate industry standards and regulations organizations but not limited to: NEC, U.L., Factory Mutual, ASHRAE, NFPA, ANSI, ASME, AGA, ADA. This Contractor shall, at his own expense, obtain all necessary permits, inspections and licenses, and comply with all local, state, and federal ordinances and the rules and regulations of the Underwriters' Laboratories, Inc., N.F.P.A., N.E.C., and the Local Utility Company, anything herein specified or shown on the plans to the contrary notwithstanding. All work shall comply with the requirements of the Landlord. All fixtures, equipment, panels, etc., shall be installed in strict accordance with the manufacturer's instructions and /or recommendations and good industry standards. If there is a conflict with codes or above mentioned requirements, contact the Tenant's Construction Department immediately. (h) Should any change in the plans and specifications be required to confirm to these rules or ordinances and requirements, the Company shall notify Tenants Construction Department before the time of submitting his bid. After the contract is awarded, the Contractor will be held to complete all work necessary to meet all requirements without extra expense to the Tenant. G2. EXAMINATION OF PREMISES, FIELD MEASUREMENTS Before submitting proposals for the work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate in performing his part of the work. The Contractor shall field verify all existing conditions prior to bidding and make all field measurements necessary for his work and shall be responsible for their accuracy. (b) The drawings provided are generally indicative of the work to be installed. Existing conditions have been examined in the field by the tenants representative and are believed to be depicted in a accurate manner as they exist. Should a bidder find discrepancies in or omissions from the drawings or specifications, or should he be in doubt as to their meaning, he should immediately notify the Taunt representative. If these instructions are ignored by the Contractor, he will be responsible for furnishing the proper or workable equipment as necessary. (c) The Contractor is required to perform a pre-bid site inspection visit prior to submission of their bid. No extras will be allowed the Contractor on account of his failure to make the above examination or neglect to include all labor and materials required to complete the work. G3. CHASES, RECESSES, SLEEVES AND INSERTS (a) All chases and recesses for conduits in new walls as required by this Contractor for the accommodations of this work will be provided by the General Contractor, but this Contractor shall be responsible for the accurate location of same. Provide all sleeves and openings in walls and floors as required. Inserts shall be of the tapered nut type with lead or non- corrosive alloy expansive retainer sleeve. Single units may be used for small work, but multi or compound plug -in units shall be used for large work. The use of wooden plugs is not permitted. (c) (e) (f) (g) (a) G4. EXPANSION JOINTS (a) Install expansion conduit fittings at building steel or concrete expansion joints where shown on the drawings and /or where required, complete with bonding jumpers. When installed in concrete, one loop of the bonding jumper shall be in the mastic joint. G5. CUTTING AND PATCHING (a) All cutting and patching that may be necessary for the installation of the system specified shall be done and repaired by the Contractor under the direction and to the satisfaction of Tenant's Construction Department. (b) No cutting of structural work shall be done without consent of Tenant's Construction Department being previously obtained in each case and all such work shall be done in accordance with Tenant's Construction Department's direction and under its supervision. G6. DAMAGE TO OTHER WORK (a) This Contractor will be held responsible for damage to other work caused by his work or through neglect on this part of his workmen. All patching repairing of damaged work will be done by the Contractor who installed the work, as directed by Tenant's Construction Department, but the cost of sane shall be paid by the Contractor. G7. MANUFACTURER'S DRAWINGS (a) After the contract is awarded, this Contractor shall submit six prints of all equipment and six brochures of lighting fixtures to Tenant's Construction Department for its approval before any equipment is purchased. Approval of manufacturer's drawings, however, shall cover design only, and shalt not be construed as a check upon the same. Such approval shall neither relieve the Contractor from his responsibility for proper construction or accuracy of measurements, nor from the necessity of furnishing. the labor and materials required by the original drawings or specifications but not shown on said manufacturer's drawings when approved. Upon completion of the job, this Contractor shall deliver to Tenant's Construction Department a complete set of approved manufacturer's shop drawings and fixture brochures. G8. STRUCTURAL AND MECHANICAL DIFFICULTIES (a) Should any structural or mechanical difficulties prevent the setting of cabinets, running conduits, installing outlets, etc., at points shown on the plans, or specified, the necessary minor deviation therefrom, as determined by Tenant's Construction Department. will be permitted and must be made without additional cost. The Contractor shall check the location of all outlets and equipment with Tenant's Representative and the final Architectural, Mechanical and Structural Drawings against interferences with other trades, before installing same. All discrepancies shall be called to the attention of Tenant's Representative before proceeding with the work. (b) (c) ELECTR Gq. SUPPORTS AND MISCELLANEOUS IRON (a) Provide all galvanized miscellaneous iron, supports, framing and braces required for the installation of conduit, panels, fixtures, outlets, pullboxes, etc. 410. GROUNDING (a) Transformers, panels conduit systems and other equipment which is a part of this installation shall be securely grounded, both electrically and mechanically, in accordance with the National Electrical Code, State and Local Inspection Bureaus and Power Company. G11. FUSES (a) In addition to fuses blown during construction and testing, provide a complete set of fuses for all fuse holders in panels, switches, starters, etc. (b) All fuses shall be "Fusetron" as manufactured by the Sussman Mfg. Co., or low peak dual element fuses. Fuses for use in motor branch circuits shall be sized for 125% of full load current of the motor. G12. SYMBOLS, CIRCUITS, AND OUTLET (a) The drawings are intended to show the design and arrangement of the installation. Outlets are numbered and lettered thus: 11B -1 ", "A ", "A -3 ", "C ". A letter and number designates the lighting panel and circuit number, and the separate letter indicates the lighting fixture. In the case of multiple switching, a lower case letter "a", "b ", "c" adjacent to the switch, outlet or circuit indicates which items are controlled by that switch. (b) The wattage of each outlet is marked on the panel schedule to conform to the State and Local Code requirements. The circuit numbers are included to indicate which outlets are to be connected to the sane circuit. G13. CHARACTER OF INSTALLATION (a) (b) All wiring shall be conduit and in accordance with Code requirements. All conduits in finished portions of the building shall be corrected in walls, floors or ceilings. Conduits in the service portions of the building may be run exposed. (c) All conduits shalt be properly supported throughout. No horizontal cross runs of conduits in partitions will be allowed except by special permission of Tenant's Construction Department. (d) All conduits shall be put up watertight, and must not come into contact with, or be fastened to other pipes or ducts in the building. Wiring for exit lights and emergency lights shall be in separate conduits as required by the N.E.G. The wiring and numbering of the branch circuits shall be exactly as indicated on the drawings and panel schedules. Each circuit shall be connected to the lights or outlets and circuit breaker number exactly as shown. If changes are required for load balancing purposes, contact Tenant's Construction Department. Branch circuits shall be sized as to allow not more than a two percent voltage drop from panel to extreme outlet. G14. MATERIALS (e) (f) (a) All materials shall be U.L. Approved, new and the best of their respective kinds, shall conform to all standards or requirements governing the sane, and shall be approved by Tenant's Construction Department before being installed. (b) Where a specific manufacturer or trade name is mentioned in the specification, it is to establish a standard of quality. Substitution of other makes that may be judged equal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. (c) Tenant reserves the right to require this Contractor to submit samples of any of all articles or materials to be used under these specifications. (d) All materials shall be in accordance with Code requirements and as follows: (d -1) Conduits: Conduits 2" and over in size, all outdoor conduits and all conduits in floor stabs shall be heavy wall steel hot dipped galvanized conduit. All conduit in contact with the earth shall be heavy wall steel hot dipped galvanized conduit. All other conduit, except as otherwise indicated on plans, shall be galvanized thin wall or aluminum. All conduits must bear the U.L. Label. Minimum size for conduits shall be 3/4 ". Underground runs or runs in floor slabs shall be 3/4" minimum size unless otherwise shown on plans. (d -2) Wires for service met feeders and three phase power branch wiring shall be Type THW or THHN. All circuit branch wiring shall be Type THW, minimum size *12 unless otherwise specified or shown on the drawings. All wire shall be the U.L. Label and shall be copper. All splices shall be made with insulated solderless type connectors. (d -3) Receptacles: Duplex receptacles shall be Hubbell #5362 or Arrow Hart #53628; single receptacles shall be Hubbell 144BL5361 or Arrow Hart 053618; Isolated ground duplex receptacles shall be Hubbell #CR5362IG or Arrow Hat #IG5362RN; gfci receptacles shall be Hubbell #GF2OLA or Arrow Hart #VGF2OLA. (d- 4) Weather Tight Box and Weather Resistant Receptacle: Located at rooftop HVAC equipment shall be Hubbell #GFR53625G with a weatherproof in use cast aluminum lift cover Hubbell #1P826. Box shall be waterproof and weather tight. (d -5) Wall switches shall be 20 amp., 120/277 volt, toggle type Single pole - Hubbell #H13LI221 or Arrow Hart 34\1412218; double pole - Hubbell #148L1222 or Arrow Hart #AH12228; three -way Hubbell #H8L1223 or Arrow Hart #A14122313; four -wary- Hubbell 3t14BL1224 or Arrow Hart #AH12248; indicating with pilot light - Hubbell #1413L1221 -PL or Arrow Hart *A14122IPL. (d -6) Ceiling outlet boxes: shall be Code gauge 4" octagonal galvanized steel with 3/8" standard fixture support secured with bolts and nuts. (d -7) Wall outlet boxes in unptastered masonry shall be Code gauge galvanized steel, 4" square, 2" or 2 -1/2" deep as required. Boxes in plastered or paneled walls shall be galvanized 4" square, 1 -5/8" deep with 5/V high single or two gang cover. Outlets in exposed work shall be 'FS' or 'FD' type condulets. 'Built -up' outlet boxes are not acceptable. (d -8) Pull and junction boxes shall be Code gauge galvanized and without K.O.'s which shall be cut in the field as required. CAL SPEC flCATO\S (d -11) Disconnect switches shall be heavy duty, for voltage and of size as indicated on plans, fused or non -fused as required, single throw, externally operated, quick -make and quick- break, Westinghouse, I.T.E., square D or General Electric, with interlocked covers. (d -12) Manual starters shall be 2 -pole with overload protection, Allen- Bradley Bulletin 600. Starters in finished areas shall be flush mounted with flush stainless steel plates. Starters in unfinished areas shall be in NEMA 1 enclosure. Starters for HVAC equipment to be furnished and installed by General Contractor. Verify exact locations in field. (d -13) Magnetic starters shall be across -the line, combination fusible, or non - combination as shown on the drawings, with NEMA type 1 coils and 3- overload relays. Combination staters shall be Allen - Bradley Bulletin 70q. Starters shall be as manufactured by Allen - Bradley, as listed above, Clark Controller, Cutler - Hammer, General Electric, Square D, Westinghouse, or approved equal. Check type of motor with General Contractor, so that starter will match the motor characteristics. Starters for HVAC equipment to be furnished and installed by General Contractor. Verify exact locations in field. G15. POSITION OF OUTLETS (a) All outlets shall be centered with regard to beams, paneling, furring, trim, etc., and the Contractor shall consult with Tenant's Construction Department in regard to furring walls, or ceilings before fixing the location of the outlets. (b) The Contractor shall check all door swings and the required heights of all watt outlets with Tenant's Construction Department prior to the installation of outlets and wall switches. (c) Any outlet which is improperly located on account of failure to take account of the above conditions shall be relocated at the Contractor's expense. (d) The outlets shall be located as follows or as indicated on the plans, unless otherwise directed by the Tenant's Construction Department on the job: (d -1) Wall toggle switches shall be 48" to centerline of box above floor. (d -2) Convenience outlets and junction boxes shall be IV to centerline of box above floor, or as indicated on plans. (d -3) Telephone outlets and junction boxes shall where indicated on the plans. (d -4) Thermostat (by others) shalt be 48" above floor. (d -5) All other devices shall be located as directed in the field or as shown on the plans. 416. TEMPORARY POWER AND LIGHTING (a) Provide and maintain 120/208 volt, three phase, 4 -wire service lines in Store Area in locations as required, as construction progresses, including weatherproof sockets and receptacles on approximately 30' 0" centers, one for power and one for lighting. The service lines shall be sized to accommodate a 15 HP, 208 V, three phase motor in addition to the required lighting and receptacles for small motors. (b) Make the necessary arrangements with the Landlord for temporary service and pay all their charges. Provide safety switch, metering, tanps and polarized rounding receptacles. Charges for electric energy consumed will be paid by the General Trades Contractor. TYRE TA' 3FOR€M' m Dry tyre transfer to be size aii indicated, 45.0 vats, 3 phase, Prirr€ary; 203/120 volts, 3 phases, Secondary, and hove six I -I/2% taps, 2 above anal 4 below •rated primary voltage, class 1-I insulation, 45 did maximum sound level. Transformer to be UL listed under the aid meet the requirements c e enclosed in drip proof metal er T ED and coil assembly IT to be mounted �,vice noise. Transformer to be O ..m floor mounted. , sx~€s- o^mer° shall Pe similar to lNestirnghause Electric Type DT -3, or approved equal by General Electric or Square D. F.F.E. is not or acceptable manufacturer. (b) Transformer grounding shall be in moor d ce with Natior<ol Electric Code requirements. GIB. LIGHTING AND POWER PANELS (a) (b) (c) Lighting panels shall be of panel board construction, factory assembled, with main breaker or main lugs only, as indicated on the plan, designed for 120/208 volt, 3 phase, 4 wire, or 277/480 volt, 3 phase, 4 wire systems as shown on the plans. Branch circuit breakers shall be positive make and quick break, thermal magnetic, trip free and of sizes and number of poles as indicated on the plans. Branch breakers shall be bolt -on type, Westinghouse 'BAB' or 'GHS' series, or equivalent if higher interrupting capacities are required. Panels shall be Westinghouse 'Pow -R -Line I' for 120/208 volts and 'Pow -R -Line 2' for 277 /480 volts. Panels, main breakers and branch breakers shall be of interrupting capacities as required by the utility company, landlord and drawings. Panels, main breakers, and branch breakers shall be of the same manufacturer. Equipment equivalent to the above as manufactured by General Electric, Square D or Siemens -ITE are acceptable, provided catalog cuts are submitted prior to bids. No other manufacturers will be considered. Cabinets shall be of Code gauge steel, with flush hinged door and flush lock and key. Breakers feeding lighting circuits shall start at the top of the panel, and those feeding receptacle, motor and other loads shall start at the bottom of the panel. Two and three pole breakers shall be common trip type. (d) Breakers feeding motor circuits, night light, emergency lights, exit lights, time switch circuits, etc., shall be equipped with locking devices. Provide in each panel a neat typewritten card, in card holder, identifying the panel and each circuit, immediately upon completion of the wiring. GIq. LIGHT AND POWER FEEDERS AND BRANCH WIRING (1) (a) (b) From the respective fuse and breaker branches of the switch -rack and lighting panels, furnish and install feeders as indicated on the wiring diagram on the plans. Conductor size shall be as dictated by the circuit length to account and allow for voltage drop. -HOUR/DEMAND ""E "EF local utility company cad /or G21. ELECTRICAL WORK (a) The General Contractor and /or his supplier shall furnish and install all starters, push button stations, relays and control wiring pertinent to the operation of the HVAC equipment. This Contractor shall fumish and install all power wiring and disconnect switches. The General Contractor shall at the time of ordering his equipment, also provide this Contractor with copies of the necessary diagrams for his use. (b) This Contractor shall provide any miscellaneous starters, relays and disconnects that may be required for the rolling grille, sign toilet exhaust fan, etc. All motors 1/3 HP and small shall be single phase, 1/2 HP and larger shall be three phase except as otherwise specified. Thermal overload protection for all motors shall be provided. Magnetic starters shall be provided for all three phase motors. Thermal overload relays shall be sized for 125% of full load motor current. Switch and fuse units will not be acceptable unless specifically indicated. The installation of all motors, starters, and other electrical work shall conform with the N.E.C. (d) All electrical equipment such as staters, panels, disconnect switches, etc. shall be permanently labeled using engraved bakelite name plates. (c) G22. EXIT AND EMERGENCY LIGHTS (a) Exit lights and emergency lights shall have self - contained battery units and shall be connected to the emergency system as called for on the drawings, and in strict accordance with the local, state and national building Codes, using separate conduits from other systems. (b) Exit and emergency light units shall be furnished by Taunt and installed by this Contractor, except as noted on the plans, or when local codes and /or the Landlord have special requirements. Coordinate with Tenant ?s Construction Department. All exit lights (except pendant mounted) shall be mounted with the bottom of the light flush with the top of the door dam. Verify heights and locations with Tenant's Construction Department. G23. LIGHTING FIXTURES, LAMPS AND BALLASTS (c) (j) Refer to plans for lighting fixtures, if any, furnished by this Contractor, All lighting fixtures shown on plans shall be installed by this Contractor. Installation of the lighting fixtures shall be in accordance with the manufacturer's requirements. All fixtures shall bear the Underwriters label. Some fixtures and light track require wiring and /or assembly in the field. This work shall be performed by this Contractor, at no additional cost. Contact Tenant's Construction Department prior to bidding for further information. Recessed fixtures shall have sufficient 'tail' for removal. Support with hanger wires and /or bar hangers as required by code and as required to prevent sagging of ceiling. All incandescent lamps shall be furnished by Tenant and installed by this Contractor. Fluorescent tubes shall be furnished by Tenant and installed by this Contractor. Ballasts shalt be included with the light fixtures and shall be CBM, ETL and U.L. approved and of the HPF type, Class P, Energy Saving Type. They shall be sound rated 'A'. Surface- Mounted fluorescent fixture installation shall conform to N.E.C. Section 410.136. Check architectural plans for ceiling types. All ballasts for fluorescent fixtures shall be integrally fused, when required. The finished floor to fixture mounting heights are given to the bottom of the fixture and must be maintained. The Electrical Contractor must cut all pendants provided (if required) in order to do so. On remodeling projects, all fixtures (new, existing, and reused), shall be relanped with the lamps (furnished by Tenant) indicated on the 'Fixture Schedule'. All old lamps shall become the property of this Contractor and shall be removed from the site. The lamps in the storefront sign shall also be replaced. All existing light fixtures and light tract not reused (except fluorescent strips) shall be carefully removed, packed, and returned to Tenant. G24. SIGNAL SYSTEM (a) Install a low voltage signal bell system (furnished by Tenant) with bell in location as indicated on plans. This Contractor to provide all wiring in conduit, outlet boxes, etc. Tenant to furnish bell, button and transformer. (b) Bell shall be mounted above ceiling. (c) Push button shall be flush type, mounted 4' 0" above the floor. G25. AUDIO OR AUDIONISUAL SYSTEM (a) Audio or AudioNisual system shall be furnished and installed by Tenant's AudioNisuat Consultant. G26. ROLLING GRILLE (a) Motorized rolling grille, (if applicable), will be controlled by a key station(s), push button station and electric interlocks, all to be furnished by the Rolling Grille manufacturer and wired by this Contractor. This Contractor to provide non -fused disconnect switch. Final adjustment of the limit switches shall be made by this Contractor after the flooring at the storefront is complete. G27. PAINTING (a) All required painting and touch -up of lighting fixtures, pendants, brackets, conduit, plates, equipment, etc., shall be accomplished by the painters employed by the General Contractor at the expense of this Contractor. Cooperation between the trades in this matter is essential to provide a satisfactory installation. (b) Certain lighting fixtures, detailed in the Finish Schedule, require painting or touch -up at the site. (Verify with Tenant's Construction Coordinator the fixture 'types' and finishes). This Contractor shall arrange for and supply these fixtures to the General Trades painter at a mutually satisfactory time, prior to the installation. This Contractor shall not relinquish control of these lighting fixtures and shall retain responsibility for their safety and function ability. Refer to the Supplemental Electrical Trades Specification, drawings and Finish Schedule for light fixtures, light track, etc., which requires painting of 'touch -up'. (d) All exterior conduits, fittings, cabinets, boxes etc., shall be painted two coats of lead and oil paint of color as directed. Electrical equipment in prime coat finish shall be painted two coats of lead and oil paint of color as directed. Repaint or touch -up factory painted equipment damaged during shipping or prior to final acceptance, to match the original factory finish. Before painting, all surfaces shall be thoroughly cleaned free from rust, oil, cement, plaster or other foreign material. Nameplates of equipment shall not be painted. Do not paint the interior (reflective surfaces) of light fixtures. G28. TESTING (c) (e) (f) (a) On completion of the work, the installation shall be entirely free from rounds and short circuits. All circuits shall be tested and ticketed. All motor circuits, control circuits, signal systems, interlocking and electric heat circuits shall be tested for proper operation. G2q. AS -BUILT DRAWINGS (a) Within 20 days of completion of the job, this Contractor shall mark on a set of contract prints all the changes made during construction due to field conditions, Addenda, Bulletins, field orders, etc. Sane shall be delivered to Tenant's Construction Department prior to final payment. G30. GUARANTEE (a) The Contractor shall give the Owner a written guarantee that he will make good, at his own expense, any defects in materials or workmanship which may develop in one year from the final acceptance of the work. SUPPLEMENTAL ELECTRICAL TRADES SPECIFICATION NOTE: The Electrical Trades Specification is divided into two parts: I. SUPPLEMENTAL ELECTRICAL TRADES SPECIFICATION defining the scope of work and the special requirements and materials for this project. II. GENERAL ELECTRICAL TRADES SPECIFICATION defining standard requirements and materials. If the General Electrical Specification is not attached, contact Tenant immediately. In the event that conflict exists between the General Electrical Specifications and the Supplemental Electrical Specifications, the Supplemental shall take precedence. 51. 131D BREAKDOWN (a) This Contractor shall indicate as a separate item in his bid the cost of material and labor for the installation of incoming service wiring, meters, disconnects, switch .gear, transformers, panel boards, etc. This portion of the bid shall be indicated as "Electrical Service ". (b) All material and labor for the installation of branch circuits, lighting, HVAC equipment, etc. shalt be listed separately as "Branch Wiring ". 52. DRAWINGS (a) The Electrical Drawings, the Electrical Symbol Sheet, the General Electrical Trades Specification, the Architectural and Mechanical plans and specifications form a part of this specification. 53. SCOPE OF WORK (a) The scope of work shall include, but not be limited to, the following areas and miscellaneous work. (a -1) Installation/relocation/modification of all electrical distribution, lighting and miscellaneous equipment detailed on the electrical drawings, or required to provide a complete and operative installation. (a -2) Installation and /or modification of telephone distribution equipment. (a -3) Installation of security /anti -theft raceway system, where hard ceiling is to be installed. (a -4) If required by Landlord or local building codes, installation of a fire and smoke detection system. (a -5) Coordination of all work with Landlord, other contractors, Utility Company, and my agency having jurisdiction over any area of the installation. Connection to electric duet riAr(s). ectia OMITTED heater(s). ) Connectior. etecLr €c unit heater(s), S4. TELEPHONE SYSTEM (a) Contractor to coordinate with the Landlord the installation of conduit system to the telephone backboard location as shown on the drawings. Installation of all telephone equipment to meet requirements of this specification, Landlord require- meets, and the requirements of the Telephone Company. 55. SYSTEM CURRENT CHARACTERISTICS (a) Incoming Service Incandescent Lighting Fluorescent Lighting Receptacles and Miscellaneous HVAC 120/208 volt, 3 phase,4 wire 120 volt, single phase 120 volt, single phase 120 volt, single phase 208 volt, three phase Electric Duct Heater volt Electric Noll Mouni OMITTED salt; Electric Unit Heat (a) SERVICE CONNECTION The existing Electrical Service for the space is 120/208 volt, three phase, four wire, to remain at location shown. (b) Existing panels, transformers, disconnect switches, etc., may be reused if in good condition and of proper size, capacity, etc. Note: New or used FPE equipment is not an acceptable manufacturer. 57. SERVICE CONNECTION T ?ACS Electr €cans S r+lirs r-- s` roar OMITTED Ths distrib . v ., fe existing conduit to the service p€rels or this space as shown an the drawing. d hr phase, 53. SERVICE CONNECTION The Electrical Service. four w This Land -on IT TED it from the or meter to the service panels for spars as shown on the drawing. (a) (b) (c) EXISTING CONDITIONS This project is being installed in a previously occupied space. Demolition for this space has been covered, in general, under separate specification. This work shall include any incidental demolition required to provide a first -class project. Certain electrical equipment (lighting fixtures, outlets, service equipment, etc.) shall be relocated and /or reused as indicated an the plans. This Contractor shall verify the condition of such equipment and include in his base bid a price for replacing such equipment not deemed adequate by Tenant's Represen- tative. It shall be the responsibility of this Contractor to inform Tenant of equipment in questionable condition. 510. SERVICE EQUIPMENT (a) All equipment than be installed in strict accordance with the manufacturers' instructions and /or recommendations, and good industry standards. If there is a conflict, contact Tenant's representative immediately. 511. FIRE AND SMOKE DETECTION SYSTEM (a) If required by the Landlord or local building codes, this Contractor shall cooperate with the M.C. to furnish and install a fire and smoke detection system, including but not limited to, smoke detectors, smoke exhaust fans, visual and audible alarms, tamper and flow switches, etc. All equipment must be fully operable and meet Landlord and local building code requirements. Contact the Tenant's representative with any discrepancies or misunderstandings. SI2. ALTERATIONS (a) (b) Disconnect, remove or relocate present equipment, outlets, fixtures, etc., as indicated on the plans, herein specified or as required to conform to the mechani -cal, electrical or architectural plans. In general, the majority of existing equipment has previously been removed. Existing receptacles, switches, and conduit may be reused only if in "like new" condition. This Contractor shall guarantee all reused items the same as if new. Removed conduit, wire, switches, receptacles, etc., not reused shall become the property of this Contractor and must be removed from the premises. Where rewiring or recircuiting is required, this Contractor shall guarantee all reused wiring the same as if new. The condition, size and capacity of existing wire shall be verified. Existing fixtures removed and not reused shall became the property of this Contractor and shall be removed from the premises. All existing light fixtures which are reused on this project shall be relamped by this Contractor, using lamps furnished by Tenant. All old lamps shall become the property of this Contractor and shall be removed from the premises. This Contractor shall verify all existing loads and circuits being reused, and verify wire, circuit breaker, disconnect, transformer, etc., capacities to handle these loads when combined with new toads. Replace any inadequate equipment with appropriately sized equipment. P Pitt 4410 legt cxry FE9 0-22012 PERMIT CENTER PATE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 1-1 .0 4t4 3405 REGISTERED ARCHITECT KEN ET,H L. BUTTS STATE OF WASHINGTON ip 9,i ?0121 Store No. 478 Drawn by: Approved Drawing No. E.0.010 /11/2012 1:22:44 PM 25' -2" 871-0" 41-6" NOTES: ALL FIXTURES AND LAMPS FURNISHED BY TENANT ALL MOUNTING HEIGHTS ARE TO LOWEST POINT ON FIXTURE SCONCE FIXTURES ARE TO CENTERLINE OF MOUNTING BOX LAI SeBx LA9Ec EGRESS CORRIDOR 8' -0" A.F.F. LASE LA9 SeBx LASE STOCKROOM NO CEILING LA9E SeBx LA9Eci SeSx b LA9Eb SeBx f-I.C. TOI LET ROOM LA9E12 A. LAO LAIR LAI Rn LA17A LASE LA -9 LA -13 LAIS(NL) Se4x LA15A x T LAI5A LA23C I IicTe01 xNaI'll I xHe .I 1 T LAISA LA23C 1-e) (,,xTe02 (�i , ' xTe02 LA15A we 11 I 14eXrAi I 1 I E! LAISA LA2C xHe1 -lII xHei •�I �ocTe01 LA13F Pe2x LAI3F . LAIT Pe2x LAIr.3F Pe2x LAI3F Pe2x Pe2x 13F Pe2x L 3F Pe2x Rn LAI7A He)4•1eXHeXHeX 7\7�7�7 xTe02 =J 'L 7LA23C LAI LA17A ® LAI7A LAI7A LAI LAI7A LA23C xTe02, -7\° 7 We)44eXHeXHeX Rn LAI7A Rn LAI7A LA15(NL) Se4x LAI5A x LA13F LAI LA13F 9 0 Pe2x O " Pe2x PASSAGE 10' -0" A.F.F. LAII0 3F LA13F Pe2x LAI3F LA13F LA13F Pe2x LA15A — Se4xLA15(±1L1Se4x LA15A Se4x LAISA Se4x LAISA Se4x LAISA Se4x LA15A 5e4x He)4- IeXHeXHeX �7�7�� 7 LA25C .� 'L 4 xTe02 14eXI : '9xTe02 Hex,\`II HeX1'11 HeXIr` 146X Ne)446XH6XH6XH6X 7 r-7\-7 \- 7\ 7' 7 exTeO3 W LA25C LIGHTOLIER POWER TRIP CURRENT LIMITING DEVICE LOL ITEM #PLDI440141. LA -25 (TYP ALL LOCATIONS SHOWN). xTe0cONe3 14e)44eXWeXNeXii \-7\-7 = L ` H e 3 LA25C ¶A25C LA25C 1493 14e3 14e3 1493 1-ie3 We He3 He3 xT 05 '= �=� =_9_ =� == = = == == 6 = =0= = =& LA2 1-163 3 146 H H LAI F LAI ® 0 1463 1-1e3 He3 14e3 LA -17 LA17A LA17A ftlix LA17A 1,21C xTa05 43 6. II 11 1463 9, 11 1-163i 11 14e3& 11 11 1493 9" 11 1463i II 1436, 14639, 6 14e3 . xTe07 1463 \A2) LAI7A \ x' LA17A LA17A LA -21 LA21C 1493 LA27C d�w.W_ WeX4 „111xTe02 LA -27 HeXr)I 14a,1 1-1eXrAi 0 xTe02 LA27C \! /� �� He)44eXHeXWeX • L LAISA — Se4x4-LAMA —Se4x LA15A — Se4x LA15(±11.1SeAx LAI5A Se4x LAISA —Se4x LAISA LA25C XTe01 14630 tle7)a1e7 X\1e7XHeX II 14e3O' J `L c Te02 LA25C I xTe0.4p c1-1631-1631-163-163 LA25C xTe02 14631-1631-1631-163 .9 co LA25C xTe02 Ie3Ne3He3Ne3 LA25C N$3 L_IG_WT�OLI_ER POWER eEXTENSION CONNECTOR (TYP). 1-163 1-163 xTe02 ?Ii C.i '14H4 eeX X pNe3 _ === $== , =$ i •LA29C 1463 Ir�i LAi LAI LA29C 44eX LA -29 -�, xTe09. 14e3 14e3 1-163 14e3 1-1e3 14e3 14e3 1-1e3 1-1e3 14e3 14e3 1463 Ne3 LIGHTOLIER POWER INLET CONNECTOR (TYP). LA31C xTe05 LAISA Ne3 &' II 11 1-163 9, 11 Ne3 Rx; LAI7A II Ne3 o II II 1-163 93 II He3 11 11 14939 LA -33 33C x) LAISA e3 1463 1463 • Rx LAISA 1463 LAI0 7A Pe =;Rx3 LAMA LAO A Pe 14e3 1463 • Rx` LA19A LA017A Pe ;Rx ) LA19A 1463 LOA Pe Rx` LAMA ;ix` LA19A 143 LA3 LA -19 Ne3 Ne3 LA -31 •LAISA Rx SALES AREA 12' -0" A.F.F. LAMA 1463 1463 14e3 4e3 I63 AxTee09 1-1e3 1463 1463 LAI 9 1463 He3 1-1e3 1-1e3 1463 He 1-1e3 xT008 1-163 1463 1-163 «)r it T - A O xTe03 LA27C � 14eX He)44eXHeXHeX14eX -x T e01 xTe02T'7C Ne)44eXWeXWeXII 1143 LA15A ;4± LA15(NL LAI5A 5e4x LAISA Se4x LAI5A LA15Ax LAISA �x LAI z® C LA15 LA -5 •xGe2xGe2xG62LA A LA29C . 1-1e3 [ 1493 11xTe05 1-163 6) II 11 1463 93 11 14631 11 Ne36' 11 11 Ne39 11 Ne3 II 14936, 11 11 146393 LA33C We3 1493 iRX LA17A - Vii} LA17A Ne3 1463 LBIC 1463 LAI7A LAI7A LB -1R LA17A We3 1463 $ --Q 1493 e3 14e3 LA33C 1463 He3 xTeO A27C xTe02 14e3� -7° 7 11 4e)44eXHeX14eX 149323 LA27C -LAI We3 He3 He3 Nei He3 He xT 08 =� == 146== 14== 4= = N LA27C 4s, xTe02 e34e3 He3 We LA27C i= = xTe02 e314e314e3He xT 07 1493 LA -15 ✓ —� K�I L — �I LA29CexTe04 1463 93 II 10 14634, II 1463(' ' II II 14e3gp II We3' LA -3' . L1B LET C LAI He3.1,LA29C 11 LAI He3 db g II 0 11 He3 uxTe03 1493 LA29C xTe07 LAI5A xTe02 ,IWeX I' WeX II ` Ir 1WeX • iWeX LA33C LA27 =_= 8 xTe02 a34e3He3He3 LAI5A `e4x LA15A x LAISA Se4x LAI5(NL) Se4x LA15A Se4x LA15A x LA15A L81 • II: IL' �ll • :.' xTe06 12' -2" FITTING ROOMS 10' -0" A.F.F. 24' -0" 24'-0" 24' -O" 24' -0" 4' -0" 112' -2" .) n in (4 4' -6" 1161-8" LIG1 -ITING FIXTURE SC,,- IEDULE NAME FIXTURE DESCRIPTION MOUNTING LAMP DESCRIPTION LAMPS PER FIXTURE FIXTURE WATTS FIXTURE COUNT TOTAL LAMPS Ca PHILLIPS LED COVE LIGHTING SYSTEM *523-000004-22 (STOREFRONT COVE) COVE LED 0 6.5 15 0 Hsi TRACK HEAD LIGHTOLIER *90231414 3' -0" LED 10 GE LED10DP30W827/20 10 WATTS I 10 173 173 Nsx EXISTING TRACK HEAD LIGHTOLIER * 023WH TRACK LED GE LEDIODP30W827/20 10 WATTS I 10 64 64 Ps NICHE MODERN POD PEN -POD CLEAR (SALES AREA) PENDANT 6 , -b " A.F.F. TUBULAR INCANDESCENT BULBRITE SHOWCASE 75 W/I2OV/TB CLEAR/STD BASE 1 75 4 4 P4t2x EXISTING HOLOPHANE PENDANT (6582 REFLECTOR) PGN- 30DIN- 1285UN (FITTING ROOMS, PASSAGE) PENDANT 8' -6" A.F.F. COMPACT FLUORESCENT GE FLE 261473/2/XL827 26 WATTS 1 26 18 15 Rs4 JANMAR 3' RECESSED DOWNLIGHT 803E- 20CMH- T4G5- CPAR20FL -PWT (STOREFRONT ENTRY) RECESSED CERAMIC METAL HALIDE CM1420T /U830006.5 20 WATTS I 20 6 8 Rn HALO 147 DOWNLIGHT CAPRI TRIM RM540 CLR (SALES AREA FITTING ROOMS) RECESSED COMPACT FLUORESCENT GE FLE 26HT3/2/XL827 26 WATTS I 26 8 8 Rx EXISTING RECESSED DOWNLIGHT CAPRI *RIOX W/ RMS4OCLR (SALES AREA 4 FITTING ROOMS) RECESSED COMPACT FLUORESCENT GE FLE 26HT3/2/XL827 26 WATTS I 26 26 26 5s4x EXISTING LINEAR FLUORESCENT LIGHTOLIER 48" SN4513214PF12050 (SALES AREA G STOCKROOM) SURFACE/CEILING I2' -0" ABOVE SLAB 8' -0' ABOVE DECK LINEAR FLUORESCENT GE F32/T8/SPx30 /ECO 32 WATTS 1 32 35 35 5.8 LINEAR FLUORESCENT LIGHTOLIER 96" SNBTI3214PF120S0 (SALES AREA t STOCKROOM) SURFACE/CEILING 12' -O" ABOVE SLAB 8' -0' ABOVE DECK LINEAR FLUORESCENT GE F32/T5/SPX30 /ECO 32 WATTS 2 64 4 6 546x EXISTING LINEAR FLUORESCENT LIGHTOLIER 96" SNBt132HPF120S0 (SALES AREA 4 STOCKROOM) SURFACE/CEILING 12' -0' ABOVE SLAB 5' -0' ABOVE DECK LINEAR FLUORESCENT GE F32/ 5/SPX30 /ECO 32 WATTS 2 64 II 22 Vex EXISTING VANITY FIXTURE SEASULE *4458 -t5 (TOILET ROOM) WALL 71-011 A.F.F. COMPACT FLUORESCENT FLEI5/2 /AI9XL 15 WATTS 2 30 1 2 TRACK SCI- IEDULE NAME DESCRIPTION C MOUNTING LENGTH NGTH HEADS PER TRACK COUNT x6901 EXISTING LIGHTOLIER LYTESPAN SINGLE- CIRCUIT TRACK SYSTEM WHITE SURFACE 2' -0" 2 6 xTe02 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 3' -0" 4 19 x7s03 EXISTING LIGHTOLIER LYTESPAN SINGLE- CIRCUIT TRACK SYSTEM WHITE SURFACE 4' -0' 3 3 xts04 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 9' -0" 5 1 x7s05 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 16' -0" 5 3 x7s06 EXISTING LIGHTOLIER LYTESPAN SINGLE- CIRCUIT TRACK SYSTEM WHITE SURFACE 14' -0" 14 2 xts07 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 12' -0' 6 4 xT•08 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 26' -0" 13 4 xTe09 EXISTING LIGHTOLIER LYTESPAN SINGLE - CIRCUIT TRACK SYSTEM WHITE SURFACE 32' -0' 16 2 NOTES: SEE C/E.O.I00 FOR MOUNTING DETAIL LEAVE TWO (2) ADDITIONAL ADAPTERS WITH STORE MANAGER GRAPHIC TRACK SCI- IEDULE TRACK N0. DESCRIPTION COLOR MOUNTING TRACK LENGTH ADAPTERS PER TRACK TRACK COUNT xGs2 WAG TRACK SYSTEM 'L' SERIES WITH WAC LOOP ADAPTER (NOT ENERGIZED) WHITE SURFACE 14' -0" 9 6 EMERGENCY FIXTURE SCHEDULE. FIXTURE ID FIXTURE DESCRIPTION MOUNTING LAMP DESCRIPTION LAMPS PER FIXTURE FIXTURE WATTS FIXTURE COUNT TOTAL LAMPS E EMERGENCY LIGHT BEST R -I WALL / CEILING IN E 939ENT 5.4 WATTS 2 <1 I 2 E2 EMERGENCY LIGHT SURE -LITES Pte_. RECESSED HALOGEN GE QIOT3/CL 10 WATTS 4 <1 1 4 E3 EMERGENCY LIGHT SECURITY LIGHTING RWSG- 260E- WD -DB -MT RECESSED COMPACT FLUORESCENT F26TBX/835 /A/ECO 26 WATTS I 26 I I E4 EMERGENCY LIGHT SURE -LITES CU2 SURFACE INCANDESCENT GE 939 5.4 WATTS 2 <1 1 2 X LED EXIT LIGHT BEST EZXTEU2RWEM WALL / CEILING LED 0 3.2 1 0 X2 LED EXIT LIGHT LITHONIA LRP 1 RC 120/277 EL N WALL / CEILING LED 0 2.3 I 0 LED EXIT LIGHT LITHONIA LQM 5 W 3 R 120/277 EL N WALL EDGE MOUNTED LED 0 <I 1 0 X4 LED EXIT/EMERGENCY LIGHT COMBO LIT410NIA LHGiM S W 3 R 120/277 WALL INCANDESCENT GE 939 5.4 WATTS 2 3.3 1 2 ELECTRICAL REFLECTED CEILING PLAN SCALE: 1/4” = 1' -0" KEY NOTES: 0 LOW VOLTAGE OVERRIDE SWITCH (KEYED TAMPER TYPE BY HUBBELL OR APPROVED EQUAL) FOR SALES AREA LIGHTING CHANNEL "C ". MTD. 48" ABOVE CONCRETE SLAB TO CENTERLINE OF 80X. LEAVE KEY TO SWITCH WITH STORE MANAGER AT TURNAROUND. ® LOW VOLTAGE OVERRIDE SWITCH FOR STOCK AREA LIGHTING CHANNEL "E ". MTD. 49 48" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. ® EXISTING WATER HEATER. ® LOW VOLTAGE OVERRIDE SWITCH (KEYED TAMPER TYPE BY HUBBELL OR APPROVED EQUAL) FOR FITTING AREA LIGHTING CHANNEL "F ". MTD. 41) 48" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. LEAVE KEY TO SWITCH WITH STORE MANAGER TO TURNOVER. EXISTING REST ROOM EXHAUST FAN. ® EXISTING LINE VOLTAGE SWITCH. ® DUPLEX RECEPTACLE IN SALES AREA CEILING. MOUNT NEAR END OF GRAPHIC TRACKS - CENTERED BETWEEN TRACKS AS SHOWN. ® DUPLEX RECEPTACLE IN CEILING CENTERED BETWEEN GRAPHIC TRACK AS SHOWN. ® EXISTING EMERGENCY FIXTURE TO REMAIN OR BE RELOCATED. G.C. SHALL FIELD VERIFY EXACT LOCATION AND RELOCATE AS REQUIRED. 10 PROVIDE 120 VOLT POWER ABOVE CEILING, NEAR ACCESS PANEL, FOR LED SIGN LIGHTING POWER CONVERTER. PROVIDE LOW VOLTAGE WIRING FROM CONVERTER TO EACH END OF LED SIGN LIGHTING ASSEMBLY. VERIFY EXACT LOCATIONS OF CONNECTION POINTS AND WIRING REQUIREMENTS WITH TENANT AND SIGN MANUFACTURER PRIOR TO ROUGH -IN. NOTE: ALL EMERGENCY LIGHTING SHALL BE WIRED "HOT' UN- SWITCHED. NOTE: SEE SHEET 'A.0.200' FOR FIXTURE LOCATING DIMENSIONS. NOTE: SECURE ALL LIGHTING TRACK TO CEILING WITH TOGGLE BOLTS NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. L � p MtTq� `cOUIRED z crrYRSICKLn FEB 022012 PERMIT CENTER riA 1-4 4:44 riAr4 ZEN' RV-1 Igo wo CAN W•4 0 3405 REGISTERED ARCHITECT II r er+l t. BUTTS STATE OF WASHINGTON JAN 2 =4 2012 LLI LU W O L:—' 0 CY k5 8 CD W T� .Q V O �W U V v Ws-j uS Store No. 478 Drawn by: Approved Drawing No. E.0.100 EXISTING PUSH- BUTTON LA -14 TO EXISTING DISCONNECT SWITCH AT SERVICE ENTRANCE LOCATION 25' -2" TO SIGNAL BELL AND TRANSFORMER NEAR CASH it WRAP (EXISTING). ERTU', 1-IC. TOILET ROOM SEE DRAWING E.0.100 FOR REST ROOM ELECTRICAL LAYOUT LBI5 LB -15 LA22 WP /GFI STOCKROOM TO EXISTING" DISCONNECT SWITCH AT SERVICE ENTRANCE LOCATION ERTU\ 2; LA22 WP /GFI FITTING ROOMS (TYP.) LA -12 LA12 13 LAI2 LA12�i LBgC 13 LA12 iLB7C 87' -0" LA10 1 ILBgC 13 ®8 LA10 LBqC LAIO LBgC " LAIO ® 13 SALES AREA (3) I" CONDUITS RUN INSIDE COLUMN ENCLOSURE UP TO 6" ABOVE CEILING. G.C. SHALL INSTALL (3) 2 -GANG J -BOXES ABOVE CEILING AND RUN (3) I" CONDUITS BACK TO ELECTRICAL PANELS. EXISTING SIGNAL BELL AND TRANSFORMER MTD. ABOVE CEILING TO REMAIN. LAI2 "LA -8 13 AB BBC A8 LAB (ELH7C TO PUSH- BUTTON AT REAR SERVICE DOOR (EXISTING). L5 C LAIO LB -11 LBIIC LBIIC 13 LBIIC SEE CASH AND WRAP LAYOUT ON SWEET A.1.q40 FOR MORE INFORMATION. LAB LA- 36(IG) LB -38 LB -40 " LB- 42(IG) L57C SEE DEVICE SCHEMATIC DETAIL B /E.0.400 FOR MORE INFORMATION. 1-5-7 L LB5C LB5C LB5C4 LAIO oLAB 4LB1IC LB5Ct LA1011 1_811C KEY OPERATED SWITCH (TYP OF 2) FURN. AND INSTALLED BY OTHERS, WIRING BY G.C. 0 1' -6" A.F.F. QUAD RECEPTACLE MTD. 0 18" ABOVE CEILING TO CENTERLINE OF BOX AT REAR OF BULKHEAD. EXISTING LANDLORD SUPPLIED SMOKE DETECTOR RELOCATED TO NEW ENTRY LOCATION. EXTEND WIRING AS REQUIRED, VERIFY REQUIREMENTS WITH LANDLORD. LA -16 4' -6" LBIIC L5 -13 30A -IP NON -FUSED DISCONNECT SWITCH C. LA8 1.55% LB3C LB -3 1 1 dbLB3C 12' -2" 24' -0" 24' -0" 24' -0" 24' -0" 4' -0" 1121-2" 4' -6" n 116' -8" ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1' -0" KEY NOTES: EXISTING DUPLEX RECEPTACLE FOR AUDIO /VISUAL CONSULTANT USE TO REMAIN. G.C. SHALL REMOVE FROM EXISTING GENERAL PURPOSE BRANCH CIRCUIT AND PROVIDE NEW DEDICATED CIRCUIT AS SHOWN. EXISTING PHONE OUTLET # DATA OUTLET TO REMAIN. G.C. SHALL FIELD VERIFY. EXISTING (2) DUPLEX RECEPTACLES TO REMAIN. G.C. SHALL FIELD VERIFY. EXISTING RECEPTACLE FOR ALARM PANEL TO REMAIN. G.C. SHALL FIELD VERIFY. EXISTING 24 "x48 "x3/4" PLYWOOD BACKBOARD FOR TELEPHONE SERVICE. G.C. SHALL FIELD VERIFY. EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT. SEE RISER DIAGRAM FOR DETAILS. G.C. SHALL FIELD VERIFY EXACT CONDITIONS. G.C. SHALL INSTALL A DUPLEX RECEPTACLE FOR PAGING SYSTEM CONTROL PANEL 0 5' ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO ROUGH -IN. DUPLEX RECEPTACLE MOUNTED HORIZONTALLY (FOR SEASONAL USE) CENTERED ON WALL 12" DOWN FOR CENTERLINE OF BOX. SEE SET. C /E.0.200 FOR CLARIFICATION. 2 1/8" DIAMETER HOLE BY G.C. 0 6' -5" AFF FOR AUDIO /VISUAL CONSULTANT USE. SEE SHEET A.I.g30 FOR DETAILS. G.C. SHALL INSTALL DUPLEX RECEPTACLE MOUNTED HORIZONTALLY 06' -5" AFF WITH WHITE COVER PLATE FOR AUDIO/ VISUAL CONSULTANT USE. SEE SHEET 'A.I.g30' FOR DETAILS. DUPLEX RECEPTACLE MOUNTED VERTICALLY 0 18" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. WAND DRYER, 120 VOLTS, 1500 WATTS. VERIFY EXACT ELECTRICAL CONNECTION POINT WITH MANUFACTURERS INSTRUCTIONS AND OWNER PRIOR TO ROUGH -IN. HAND DRYER FURNISHED BY TENANT AND INSTALLED BY G.C. EXISTING DUPLEX RECEPTACLE. G.C. SHALL VERIFY EXACT LOCATIONS AND RELOCATE AS REQUIRED (MOUNTED VERTICALLY 0 18" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX). NOTE: G.C. SHALL REMOVE EXISTING CAT5 OR CAT5E CABLES COMPLETELY. G.G. SHALL FURNISH AND INSTALL NEW CAT6 CABLES IN EXISTING CONDUITS AS REQUIRED BY NEW WORK. SEE DETAILS ON T1415 SHEET. NOTE: G.C. SHALL INSTALL ANTI •THEFT EQUIPMENT CONDUIT LOOP W/ PULL STRING, UNDER TENANT FLOOR. FURN. BY ANTI -THEFT CONSULTANT. SEE SHEET A.1.400 FOR DETAILS. SEE SHEET E.0.400 FOR ELECTRICAL. INSTALLATION DETAILS. NOTE: PRIOR TO STARTING ANY CASH /WRAP ELECTIRCAL WORK, G.C. SHALL VERIFY WITH � TENANT FIELD REP. THE FINAL PLACEMENT OF CASH /WRAP ELECTRICAL CONDUIT STUB -INS. C A litoirlar v040 YRsEmou FEB 022012 PERMIT CENTER 44 z (-1 4t4 is.m)t w 0 d 3405 REGISTERED ARCHITECT H L. BUTTS TATE OF WASHINGTON JAN 24 20121 W Emml 0 E r4 kJ 8 r 0 W oJ v O WU Ws ILI O Store No. 47 • • Drawn by: Approved Drawing No. E.0.200 1/11/2012 1:23:00 PM GENERAL ELECTRICAL \OYES 1. PROVIDE LOCKOUT BREAKERS AS INDICATED ON THE PANEL SCHEDULE. 2. COVER PLATES AND DEVICES SHALL BE PER RECEPTACLE AND SWITCH CLARIFICATION NOTE THIS SHEET. 3. THIS CONTRACTOR SHALL VERIFY ALL ROUTING OF CONDUIT OUTSIDE THIS SPACE. 4. PAINTING OF LIGHT FIXTURES IS TO BE BY THE CONTRACTOR FOR THE ARCHITECTURAL TRADES AT THIS CONTRACTOR'S EXPENSE- SEE SPECS AND FINISH SCHEDULE. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING THE LOADS BETWEEN PHASE LEGS OF PANELS, REGARDLESS OF THE CIRCUIT NUMBERS SHOWN. 6. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND PROPER STORAGE OF ALL ITEMS FURNISHED BY THE TENANT. ALL SHIPMENTS SHALL BE CAREFULLY CHECKED FOR DAMAGE AND SHORTAGES. ANY DAMAGE OR SHORTAGES SHALL BE NOTED ON THE TRUCKER'S FREIGHT BILL AND THE TENANT SHALL BE NOTIFIED IMMEDIATELY. 7. THE CIRCUIT DESIGNATED AS "LA -6 ", "LA -36 ", $ "LA -42" ON THIS DRAWING SHALL BE RUN IN ITS OWN CONDUIT AND SHALL HAVE AN ISOLATED GROUND BACK TO THE POINT OF ORIGIN OF THE SERVICE GROUND. 8. ALL WORK IS TO BE PERFORMED IN A SAFE AND LAWFUL MANNER AND SHALL COMPLY WITH ALL APPLICABLE CODES. q. ALL WALL MOUNTED EXIT LIGHTS SHALL BE MOUNTED WITH THE BOTTOM OF FIXTURE FLUSH WITH THE TOP OF THE DOOR FRAME. 10. RECESSED CEILING SPEAKERS AND SPEAKER WIRE FURNISHED $ INSTALLED BY AUDIO CONSULTANT. 11. COORDINATE ALL ELECTRICAL WORK IN CASH AND WRAP AREA WITH THE FLOORING CONTRACTOR, AS REQUIRED. 12. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND /OR RECOMMENDATIONS, AND GOOD INDUSTRY STANDARDS. IF THERE IS A CONFLICT, CONTACT A TENANT REPRESENTATIVE IMMEDIATELY. 13. ALL CONDUCTORS SHALL BE COPPER AND SHALL BE COLOR CODED TO CORRESPOND WITH THE LANDLORDS ELECTRICAL INSTALLATION. 14. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY HVAC ELECTRICAL CONNECTIONS. G.C. TO COORDINATE WIRING OF FAN, DAMPERS, HEAT COILS, AND CONTROLS W/ M.G. 15. THIS CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY ASSEMBLY OF LIGHT FIXTURES AND TRACK. ASSEMBLY SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 16. IF REQUIRED BY THE LANDLORD OR LOCAL BUILDING CODES, THIS CONTRACTOR SHALL COOPERATE WITH THE M.C. TO FURNISH AND INSTALL A FIRE AND SMOKE DETECTION SYSTEM, INCLUDING BUT NOT LIMITED TO, SMOKE DETECTORS, SMOKE EXHAUST FANS, VISUAL AND AUDIBLE ALARMS, ETC. ALL EQUIPMENT MUST BE FULLY OPERABLE AND MEET LANDLORD AND LOCAL BUILDING CODE REQUIREMENTS. CONTACT THE TENANT REPRESENTATIVE WITH ANY DISCREPANCIES OR MISUNDERSTANDINGS. 17. THIS STORE I5 BEING INSTALLED IN A PREVIOUSLY OCCUPIED SPACE. ALL CONTRACTORS SHALL VERIFY TWAT THE USE OF THE DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS WILL BE COMPATIBLE WITH THE EXISTING CONDITIONS. NOTIFY THE TENANTS CONSTRUCTION DEPARTMENT IMMEDIATELY WITH ANY CONFLICTS. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INCIDENTAL DEMOLITION OF NEW WORK REQUIRED BY THE EXISTING CONDITIONS. SEE SPECS. 18. THIS CONTRACTOR SHALL VERIFY THE SIZE OF ANY EXISTING LOADS BEING REUSED (I.E., HVAC LOADS), THE SUITABILITY FOR THE DISCONNECTS, CONDUIT, WIRING, ETC. REVISE OR REPLACE AS REQUIRED. 1q. THIS CONTRACTOR SHALL THOROUGHLY INSPECT ANY EXISTING ELECTRICAL SERVICE AND PANELS, AND SHALL DETERMINE THE SUITABILITY OF ANY ITEM FOR THE NEW STORE :TI -11S WILL INCLUDE VERIFYING ACCEPTABLE CIRCUIT LOADS, BREAKER SIZES, DISCONNECT SIZES, WIRE SIZES, ETC. AND SHALL CONSIDER BOTH NEW AND EXISTING LOADS. 20. THE CIRCUITING INDICATED ON THIS DRAWING IS TO SHOW LOAD GROUPINGS ONLY. THIS DRAWING SHOWS THE CIRCUITING AND 'HOME RUNS' FOR NEW ITEMS ONLY. EXISTING CIRCUITING MAY REMAIN IF SUITABLE. E ;S sr n NEB, PIPE ALL r,'. 7" - TOR:', THIS � [ ORE :�. BEING,- f�STM:.LEII � try.: � SPACE, THE DIMENSIONS AND :JE T All c, c..t,,:•:,, CONDITIONS. NOTIFY THE-.: ITT T EACH CONTRACTOR SHALL REQUIRED, BY THE EX STIN __._ SFECS 22. THIS CONTRACTOR GR SHALL BE RESFCNSIBL FOR H 4C .._ INSTALLATION OF 115 VOLT PONE' TT VARIABLE AIR VOLUME AL T=. EL_ VERIFY ST; 1T'� ; iBLE :� i � t✓ THE Eh i T ELY IITH ANY CONFLICTS, DEMOLITION OR NEN IORK ENTS INCLJDING AL PANEL TO T 23. ; ;IS CONTRACTOR SHALL 1 . F 1 ♦ _ . < F,,:a ; h__A, ! ;Cis O7 THERMOSTAT, A° t 115/24 VOLT TRANSFORMER E VARIABLE. AIR VOLUME TER.MINAL, 24. THIS CONTRACTOR SHALL RE -LAMP ALL EXISTING LIGHT FIXTURES WITH LAMPS FURNISHED BY THE TENANT. USE THE LAMPS INDICATED ON THE FIXTURE SCHEDULE. 25. BRANCH BREAKERS SHALL BE BOLT -ON TYPE, WESTINGHOUSE 'BAB' OR 'GHB' SERIES OR EQUIVALENT. PANELS SHALL BE WESTINGHOUSE 'POW -R -LINE I' FOR 120/208 VOLTS AND 'POW -R -LINE 2' FOR 277/480 VOLTS. SEE SPECS. RISER EQUIPMENT KEY OI EXISTING PANEL "LA ", IN STOCKROOM, I20/208V, 30, 414, 225A M.L.O. TO REMAIN. CONFIGURE CIRCUITRY AS SHOWN ON DWG. BALANCE LOADS ON ALL PHASES TO WITHIN 10%. GROUND PER NEC.. ® EXISTING (4) I/O # TI-11-IN CU $ (1) #6 GR. IN 2" CONDUIT TO REMAIN. ® LANDLORD'S EXISTING SWITCHGEAR, SWITCH AND METERING EQUIPMENT TO REMAIN. ® MULTIPLE POLE, PROGRAMMABLE CONTACTOR, GE RR7, IN STOCKROOM. O5 BUILDING AUTOMATION SYSTEM "ANDOVER " INTERFACE PANEL ® CONDUIT AND CONDUCTORS AS REQUIRED FOR ALL CONTROLLED CIRCUITS. ® NEW PANEL "LB ", IN STOCKROOM, 120/208V, 30, 41^1, IOOA MLO. CONFIGURE CIRCUITRY AS SHOWN ON DWG. it BALANCE LOADS ON ALL PHASES TO WITHIN 10%. GROUND PER NEC. ® EXISTING (3) #3/0 THHN CU $ (1) #2 GR. IN 2" CONDUIT TO REMAIN. NOTE: THE INTERRUPTING RATING OF THE TENANTS BREAKERS SHALL NOT 8E LESS THAN THE FAULT LEVEL AS DETERMINED BY THE LANDLORD'S ENGINEERS, AND IN NO CASE SHALL BE LESS THAN 14,000 A.I.C. FOR 277/480 VOLT PANELS OR 10,000 A.I.C. FOR 208Y/120 VOLT PANELS. VERIFY EXACT FAULT CURRENT RATINGS WITH LANDLORD. FIELD CONDITION KEY FI EXISTING LANDLORD PROVIDED METERING SYSTEM AND SERVICE ENTRANCE OVERCURRENT PROTECTIVE DEVICES TO REMAIN. THE SERVICE ENTRANCE I5 BELIEVED TO BE SIZED AT 200 AMPERES FOR THE I-WAC SERVICE AND 150 AMPERES FOR TENANT SERVICE BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. F2 EXISTING LANDLORD PROVIDED CONDUCTORS AND CONDUIT BELIEVED TO BE SIZED AS NOTED IN RISER EQUIPMENT KEY NOTE #2 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. EXISTING LANDLORD PROVIDED CONDUCTORS AND CONDUIT BELIEVED "TO BE SIZED AS NOTED IN RISER EQUIPMENT KEY NOTE #8 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH T14 IS DRAWING. F4 EXISTING SERVICE ENTRANCE WIREWAY WITH TWO (2) 200 AMP FUSED DISCONNECTS FUSED AT 110 AMPS EACH TO SERVE EXISTING ROOFTOP UNITS 1$2 TO REMAIN. Q EXISTING PANEL "LA" BELIEVED TO BE AS NOTED IN RISER EQUIPMENT KEY NOTE #1 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. F6 EXISTING SERVICE ENTRANCE 200 AMP FUSED DISCONNECT FUSED AT 150 AMPS TO SERVE EXISTING PANEL "LA" TO REMAIN. , NOTE: ALL WORK SHALL 8E DONE IN ACCORDANCE WITH THE LATEST .EDITION OF THE NEC AND ANY LOCAL AUTHORITY HAVING JURISDICTION. VERIFY LANDLORD'S SERVICE ARRANGEMENT IN FIELD. 120/208V, 3 PHASE, 4 WIRE PANEL "LA" 225A M.L.O. DESCRIPTION BKR NO. RELAY CHANNEL T.S. OR LOCK BKR SIZE AMP PHASE BKR SIZE AMP T.S. OR LOCK RELAY CHANNEL BKR NO. DESCRIPTION A B C EM & NIGHT LIGHTS 1 C L 20 1 20 L 2 AUDIO / VISUAL RECEPTACLE 388 SIGN 3 D 20 120 20 L 4 AUDIO SYSTEM STOREFRONT DISPLAY LIGHTING 5 C 20 1080 20 L 6 COMPUTER STATION 670 SPARE 7 C 20 10080 20 L 8 SALES /FITTING AREA RECEPTACLES 1260 STOCK AREA LIGHTING 9 E L 20 1080 20 L 10 SALES / FITTING AREA RECEPTACLES 1260 SPARE 11 C 20 1620 20 L 12 STOCK AREA RECEPTACLES FITTING AREA LIGHTING 13 F L 20 20 606 20 L 14 ALARM RECEPTACLE 4Q0 SALES PERIMETER LIGHTING 15 A 20 20 1500 20 L 16 SECURITY RECEPTACLE SPARE 41344 0 SALES AREA LIGHTING 17 A 20 20 4 20 L 18 WATER HEATER SPARE 15 SALES AREA LIGHTING 19 B 20 4770 20 20 20 SPARE SPARE 0 SALES AREA TRACK LIGHTING 21 C 20 20 20 L 22 ROOF TOP SERVICE RECEPTACLES SPARE 552 0 SALES AREA TRACK LIGHTING 23 C 20 20 192 20 L 24 RELAY POWER PANEL SPARE SALES AREA TRACK LIGHTING 25 C 20 20 20 L 26 DDC SYSTEM POWER 1456 0 SALES AREA TRACK LIGHTING 27 C 20 20 4506 20 20 28 SPARE SPARE 0 SALES AREA TRACK LIGHTING 29 C 20 4o 20 20 30 SPARE SPARE SPARE SALES AREA TRACK LIGHTING 31 C 20 300 20 32 32 SPARE ! SALES AREA TRACK LIGHTING 33 C 20 492 20 34 SPARE 0 SPARE 35 20 20 L 36 CASH REGISTERS 720 PANEL "LB" SUBFEED 37 L 60 3 2856 20 L 38 CASH & WRAP RECEPTACLES 1260 39 39 20 L 0 40 CASH & WRAP ELECTRICAL 1080 40 41 SPA 1080 20 L 42 CASH REGISTERS 0 10405 10451 10546 31402 VA/(208X1.73) = 87 FULL LOAD AMPS 87 FLAX 1.25 = 109 MINIMUM CIRCUITAMPACffY 31402 120/208V, 3 PHASE, 4 WIRE PANEL "LB" 100A M.L.O. DESCRIPTION BKR NO. RELAY CHANNEL T.S. OR LOCK BKR SIZE AMP PHASE BKR SIZE AMP T.S. OR LOCK RELAY CHANNEL BKR Np. DESCRIPTION A B C DISPLAY WINDOW RECEPTACLES 1 C 20 1 20 2 SPARE 080 DISPLAY WINDOW RECEPTACLES 3 C 20 3660 20 4 SPARE SEASONAL RECEPTACLES 5 C 20 1080 20 6 SPARE SEASONAL RECEPTACLES 7 C 20 10080 20 8 SPARE SEASONAL RECEPTACLES 9 C 20 1080 20 10 SPARE SEASONAL RECEPTACLES 11 C 20 1 20 12 SPARE 080 ROLLING GRLLE 13 L 20 606 20 14 SPARE HAND DRYER 15 L 20 1500 20 16 SPARE PAGING SYSTEM 17 L 20 400 20 18 SPARE 0 SPARE 19 20 20 20 SPARE 0 SPARE 21 20 20 22 SPARE 0 SPARE 23 20 0 20 24 SPARE SPA 25 20 20 26 SPARE 0 SPARE 27 20 20 28 SPARE 0 SPARE ---219"-------____________________2a___20 0 20 0 SPARE SPARE 31 32 SPARE 0 ! SPARE 33 20 20 34 SPARE 0 SPARE 35 , 36 SPARE 0 SPACE 3 0 8 SPACE 0 SPACE 39 0 40 SPACE SPA 41 0 42 SPACE 2856 2940 2560 8356 VA/(208X1.73) = 23 FULL LOAD AMPS 23 FLAX 1.25 = 29 MINIMUM CIRCUITAMPACffY 8356 ROOF LINE ERTU -I ERTU -I EXISTING (3) #1 THHN CU. (1) #6 GR. IN 3" C. TO REMAIN (4) #6 THHN CU. (1) #10GR. IN1 "C. TO CONTROLLED CIRCUITS q41 BLDG. AUTO. SYSTEM RR7 RELAY PANEL L LA -26 *12 DEDICATED GRD. FOR CKT. "LA -6",. "LA -36 ", * "LA -42" BY G.C. PANEL "LB" LA -24 PANEL "LA" 150A J 110A F4 TENANT LANDLORD J 110A EXISTING WIREWAY J 200A I50A J ELECTRICAL RISER DIAGRAM T. S. ELECTRICAL RESPONSIBILITY SCHEDULE DESCRIPTION FURNISHED INSTALLED zz 1- 4 T< - w 1- z iu 1- w REMARKS MAIN OVERCURRENT DEVICE IN LL'S ELEC. ROOM COORDINATE WITH LANDLORD AND /OR POWER COMPANY SERVICE ENTRANCE CONDUIT TO LEASE SPACE COORDINATE WITH LANDLORD AND /OR POWER COMPANY SERVICE ENTRANCE FEEDERS TO LEASE SPACE COORDINATE WITH LANDLORD AND /OR POWER COMPANY METER REQUIREMENTS COORDINATE WITH LANDLORD AND /OR POWER COMPANY LIGHT FIXTURES AND LAMPS OUTLETS AND SW ITCHES GENERAL CONDUIT AND WIRING MAIN TELEPHONE CONDUIT TO THE SPACE COORDINATE WITH LANDLORD AND /OR TELEPHONE COMPANY TELEPHONE CABLING TELEPHONE EQUIPMENT COORDINATE WITH LANDLORD AND /OR TELEPHONE COMPANY COORDINATE WITH LANDLORD AND /OR TELEPHONE COMPANY SPEAKERS 0 P.O.S. DATA CONDUIT P.D.S. DATA CABLING TRANSFORMER N/A TENANT ELECTRICAL PANELS PROVIDE LABOR AND MATERIAL AS REQUIRED. GE - LCP d EMC PROVIDE LABOR AND MATERIAL AS REQUIRED. FLOOR BOX ULTRASONIC AND FIR WALL SWITCH SENSOR ENTRANCE GATE STORERFONT SIGN BLADE SIGN DELIVERY BUZZER SYSTEM AT SERVICE DOOR BUZZER LOW VOLTAGE WIRING SERVICE DOOR ALARM LOCK (DETEX) SECURITY AND ANTI -THEFT SYSTEM 0 0 AIR CURTAIN - CONECTIONS /WIRING N/A ISOLATED GROUND BUS TO GROUND BUS IN PANEL "LA" ISOLATED GROUND BRANCH CIRCUIT CONDUCTOR. ISOLATED GROUND BUS "STANDOFFS' AO BO CO ISOLATED GROUND DETAIL NOTE REGARDING EXAMINATION OF PREMISES /FIELD CONDITIONS: PRIOR TO SUBMITTING PROPOSALS FOR THE WORK, EACH BIDDER IS REQUIRED TO HAVE EXAMINED THE PREMISES AND VERIFY THE EXISTING FIELD CONDITIONS. THE EXISTING CONDITIONS HAVE BEEN EXAMINED IN THE FIELD BY TENANT REPRESENTATIVE'S AND ARE BELIEVED TO BE DEPICTED IN A ACCURATE MANNER AS THEY EXIST. IF THE BIDDER FINDS THAT THAT THERE ARE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DRAWINGS, THEY SHOULD NOTIFY THE TENANT'S REPRESENTATIVE OF THOSE DISCREPANCIES. IF THESE INSTRUCTIONS ARE IGNORED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL THE EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM AT NO ADDITIONAL COST TO TENANT. NOTE REGARDING ELECTRICAL DISTRIBUTION SYSTEM: THE ELECTRICAL RISER DIAGRAM INDICATED HAS BEEN PROPERLY DESIGNED TO ACCOMMODATE TENANT'S POWER REQUIREMENTS AND MEETS ALL APPLICABLE BUILDING CODES. IT I5 THE RESPONSIBILITY OF THE G.C. TO VERIFY ALL EXISTING CONDITIONS AND DETERMINE IF ANY EXISTING EQUIPMENT AND WIRING IS SUITABLE FOR REUSE IN THE SYSTEM PRIOR TO BIDDING. G.G. SHALL PERFORM ALL WORK NECESSARY TO RESULT IN A COMPLETE AND LEGAL INSTALLATION INCLUDING THE UPGRADING AND /OR MODIFICATION OF THE EXISTING SERVICE FEEDERS, CONDUITS AND TAP -INS EXTENDED TO PROPER POINT OF ORIGIN AS COORDINATED WITH THE LANDLORD. RECEPTACLE AND SWITCH CLARIFICATION NOTE: 1. RECEPTACLES AND SWITCHES IN WHITE PAINTED SURFACES SHALL BE WHITE PLASTIC. COVER PLATES SHALL ALSO BE WHITE PLASTIC. 2. RECEPTACLES AND SWITCHES IN STAINED WOOD SURFACES SHALL BE GRAY PLASTIC. COVER PLATE SHALL BE BRUSHED ALUMINUM. 3. RECEPTACLES AND SWITCHES IN WHITE WASHED WOOD SURFACES SHALL BE WHITE PLASTIC. COVER PLATE SHALL ALSO BE WHITE PLASTIC. ELECTRICAL SYMBOLS Re 0 RECESSED LIGHT FIXTURE AND FIXTURE TYPE We WALL MOUNTED LIGHT FIXTURE AND FIXTURE TYPE He ID TRACK FIXTURE AND FIXTURE TYPE Re RECESSED LIGHT FIXTURE AND FIXTURE TYPE Se 1 FLUORESCENT STRIP LIGHT FIXTURE AND FIXTURE TYPE. EXIT SIGN WITH EMERGENCY HEADS, ARROWS AS INDICATED AND FIXTURE TYPE XI ® EXIT SIGN, ARROWS AS INDICATED AND FIXTURE TYPE E2C, RECESSED EMERGENCY LIGHT AND FIXTURE TYPE E SURFACE MTD. EMERGENCY LIGHT AND FIXTURE TYPE • DUPLEX CONVENIENCE OUTLET W VERTICALLY MOUNTED DUPLEX CONVENIENCE OUTLET DOUBLE DUPLEX CONVENIENCE OUTLET FLOOR MTD. DUPLEX CONVENIENCE OUTLET TELEPHONE OUTLET DATA OUTLET OJ JUNCTION BOX C T SIGNAL BELL AND TRANSFORMER PUSH BUTTON SINGLE POLE SWITCH 3 -WAY SWITCH KEY OPERATED SWITCH DISCONNECT SWITCH EXHAUST FAN OT THERMOSTAT X4 4 tap h a$ 3a$ k$ 1 NL EM AFF ENC WP GFI EBB EDH EUH GUH EF IG TR BRANCH CIRCUIT HOME RUN NIGHT LIGHT EMERGENCY LIGI-4T ABOVE FINISHED FLOOR ELECTRIC WATER COOLER WEATHER PROOF GROUND FAULT INTERRUPTER ELECTRIC BASEBOARD HEATER ELECTRIC DUCT HEATER ELECTRIC UNIT HEATER GAS UNIT HEATER EXHAUST FAN ISOLATED GROUND TAMPER RESISTANT NOTE: SEE SHEET 'E.0.400' FOR ELECTRICAL DETAILS $ ELECTRICAL SCHEMATIC DETAILS CITY�r FEB 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON T1415 SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO T1-1I5 PROJECT. c�7 PT4 riT4 U w0 d Ca•) W W CAN 7i . «3� E-4 N W>,o, -E5 00\ C/) 7t. N 3405 REGISTERED ARCHITECT KE ETH L. BUTTS STATE OF WASHINGTON JAN 24201a W OLLL z� J� Q Q (i) W Q JZ W4 Store No. 47 Drawn by: Approved Drawing No. E.0.300 (1) CAT 6 CABLE (IF REQ'D) LABEL ENDS "OFFICE DATA" (1) CAT 6 CABLE (IF REQ'D) LABEL ENDS "OFFICE VOICE" OFFICE (I 1 REQ'D) L__J RJ -11 PHONE JACK BY L(I) CAT 6 CABLE DATA CONSULTANT FOR LABEL ENDS OFFICE PHONE (IF REQ'D) "ISP VOICE" (1) CAT 6 CABLE LABEL ENDS "ISP DATA" CAT 6 CABLE, LABEL ENDS "SHOPPER TRAK" CAT 6 CABLE, LABEL ENDS "CM VOICE" PHONE PANEL ISP CABINET CAT 6 CABLE LABEL ENDS "C*W DATA" CAT 6 CABLE, LABEL ENDS "IP PHONE" CAT 6 CABLE (IF REQ'DI LABEL ENDS "CAW DATA" — — �AUXILLIARY CAT 6 CABLE Clf REQ'DJ, LABEL ENDS "CAW VOICE" 1 CASH $ WRAP 1 1 COUNTER (IF REQ'D) 1 - - - - -J RJ -1I PHONE JACK BY DATA CONSULTANT FOR ISP COMPUTER RJ -1I PHONE JACK BY DATA CONSULTANT FOR MAIN VOICE LINE (SEE SHEET A.I.940) RJ -1I PHONE JACK BY DATA CONSULTANT FOR SNAP/ VERIPHONE (SEE SHEET A.I.940) CASH $ WRAP REAR COUNTER G.C. SHALL LEAVE 20' -0" WIRE WHIP AT EACH ENTRY ABOVE CEILING FOR 1400K -UP BY OTHERS IF REQUIRED FOR ADDITIONAL ENTRIES CASH t WRAP FRONT COUNTER STOCKROOM VOICE /DATA CABLE SCHEMATIC E.0.400 NOT TO SCALE TRACK MOUNTING CLIP INSTALL (2) PER 4' OF TRACK 2' -0" O.C. 5/8" TYPE 'X' FIRECODE DRYWALL CEILING MOUNT W/ LAG SCREWS Q 24" O.C. MAX SURFACE MOUNTED WAC TRACK. FURN. BY TENANT, INSTALLED. BY G.G. CLOSED EYEBOLT FINISH: WHITE 5/8" F.R.T. PLYWOOD MOUNTING SPRING WAG TRACK SYSTEM (NON ENERGIZED) 'L' SERIES W/ WAC 'L' LOOP ADAPTER. FURN. BY TENANT INSTALLED BY G.C. NO E: LOCATE (1) ADAPTOR PER 18" LINEAR OF TRACK (18 ADAPTORS MIN. PER DISPLAY WINDOW) CGRAPHICS TRACK DETAIL EOIW HALF FULL SIZE 1" CONDUIT BY E.C. - RUN ABOVE 12' -6 "+ AFF FROM TELEPHONE BACKERBOARD TO ALL FITTING ROOM LOCATION. STUB OUT ABOVE WALL LOCATION AS DICTATED BY FITTING ROOM WALL ARRANGEMENT. CEILING (IF APPLICABLE) PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT BY G.C. DUPLEX RECEPTACLE ON DEDICATED CIRCUIT - BY E.C. (SURFACE MOUNT) SALES /STOCK PARTITION SALES AREA NOTE: G.C. SHALL INSTALL PLENUM RATED TELEPHONE /DATA CAT 6 CABLE, AND LABLE ENDS AS INDICATED, FURN. BY TENANT. G.C. SHALL LEAVE SUFFICIENT WHIP AT LOCATIONS FOR FINAL HOOK -UP BY OTHERS. SEE VOICE /DATA CABLE SCHEMATIC B /E.0.400 FOR MORE INFORMATION. TRACK MOUNTING CLIP INSTALL (2) PER 4' OF TRACK 2' -D" D.C. 5/8" TYPE 'X' FIRECODE DRYWALL CEILING MOUNT W/ TOGGLE BOLTS 0 24" O.C. MAX SURFACE MOUNTED WAC TRACK. FURN. BY TENANT, INSTALLED. BY G.C. CLOSED EYEBOLT FINISH: WHITE MOUNTING SPRING 18 GA. METAL STRAPPING (TYP) WAC TRACK SYSTEM (NON ENERGIZED) 'L' SERIES W/ WAC 'L' LOOP ADAPTER. FURN. BY TENANT INSTALLED BY G.C. NOTE: LOCATE (I) ADAPTOR PER 18" LINEAR OF TRACK (18 ADAPTORS MIN. PER DISPLAY WINDOW) C GRAPHICS TRACK DETAIL E. wAHALF F,LL SIZE E CEILING (SURFACE MOUNT) NOTE: • E.C. SHALL RUN CAT 3 PLENUM RATED 2 PAIR, 24 AWG CABLE (PROVIDED BY PAGING SYSTEM VENDOR) THROUGH 1" CONDUIT FROM CONTROL PANEL TO LATCH SIDE OF EACH FITTING ROOM DOOR. E.C. SHALL DANGLE WIRE IN WALL CAVITY TO FUTURE LOCATION OF CALL BUTTON. (PROVIDE 18" OF WHIP FOR FINAL CONNECTION BY PAGING SYSTEM VENDOR) E.C. SHALL LEAVE REMAINING CABLE WITH SUPERINTENDENT FOR FINAL CONNECTIONS BY PAGING SYSTEM VENDOR. • ALL DEVICES, INSTALLATION CUT -OUTS AND FINAL CONNECTIONS BY PAGING SYSTEM VENDOR. OPEN NOTE: E.G. SHALL LEAVE 48" WHIPS AT CONTROL PANEL END (1 PER F. RM.) KEYPAD CONTROLLER BY PAGING SYSTEM VENDOR II" X 14" PAGING SYSTEM CONTROL PANEL BY PAGING SYSTEM VENDOR STOCKROOM in 3. FITTING ROOMS 1 ao 48" WHIP TO TERMINATE CENTERED 8" FROM FITTING ROOM ENTRANCE HEADER ABOVE CEILING E.C. SHALL NEATLY FASTEN CAT 3 CABLE ACROSS TOP OF PARTITION AND EXTEND DOWN INTO PARTITION AT DEVICE LOCATIONS (TYP) RESET BUTTON ON PASSAGE SIDE OF FITTING ROOM PARTITION BY PAGING VENDOR. (CENTERED ON DOOR CASING LATCH SIDE OF DOOR - SEE DETAIL B/E.0.400) CALL BUTTON ON FITTING ROOM SIDE OF PARTITION BY PAGING VENDOR. (CENTERED ON DOOR CASING 0 LATCH SIDE OF DOOR) FITTING ROOM CALL BUTTONS SCFIEMATIC N.T.S. DETAIL OF FITTI NOTE: ENSURE THAT "EAGLE" IS ROTATED WITH WING SPAN FACING UPWARD. G ROOM CALL BUTTON N.T.S. POWER WIRES BY G.C. 2' -0' AUDIO W I RES WOOD SLEEPFRA* • PHONE WIRES DATA W I RES BY E..C. I" CONDUIT (TYP) 2 -GANG J -BOX (TYP) Tom` METAL STUD W/ INTEGRAL WALL STANDARD (TYP) P 4 .2 (6) 1/2" CONDUITS DOWN WALL AND BETWEEN SLEEPERS STUBBED UP UNDER CASH AND WRAP (TYP) WOOD FLOORING DEVICE SCHEMATIC DETAIL E.0.400 SCALE: I" = 1' -0" TRACK MOUNTING CLIP INSTALL (2) PER 4' OF TRACK 2' -0" O.C. SUSPENDED CEILING SYSTEM MOUNT •/ TOGGLE BOLTS 0 24" O.C. MAX SURFACE MOUNTED WAC TRACK. FURN. BY TENANT, INSTALLED. BY G.C. CLOSED EYEBOLT FINISH: WHITE MOUNTING SPRING 18 GA. METAL STRAPPING (TYP) WAG TRACK SYSTEM (NON ENERGIZED) 'L' SERIES W/ WAC 'L' LOOP ADAPTER. FURN. BY TENANT INSTALLED BY G.C. NOTE: LOCATE (I) ADAPTOR PER 18" LINEAR OF TRACK (18 ADAPTORS MIN. PER DISPLAY WINDOW) GRAPHICS TRACK DETA L HALF FULL SIZE (SURFACE MOUNT) TOP OF DISPLAY CASE LID ASSEMBLY n BACK OF DISPLAY CASE HORIZONTALLY MOUNTED RECEPTACLE DISPLAY CASE CONDITION TOP OF MOLDING /CEILING PLANE /7- WOOD TRIM (VARIES IN SIZE AND CONFIGURATION) FINISHED WALL HORIZONTALLY MOUNTED RECEPTACLE WALL CONDITION SEASONAL RECEPT. MOUNTING LOCATION DETAIL SCALE: 1" = 1' -0" CEILING NOTE: E.C. SHALL RUN WIRING CONCEALED INSIDE CASEWORK WHEREVER POSSIBLE. DEPENDING ON INSTALLATION CONDITION, E.C. SHALL EXIT CASE WITH POWER FEEDER AS FOLLOWS: OPEN MMMM1111111111 W M W ILAU111 111111•,' LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. FINISHED FLOOR FREESTANDING CASE CONDITION BEAM r 1 0 0kk s $ e e a ti , I t • O Jg ; $ CASE UNDER CEILING /SEAM CONDITION WALL '11U ►, 1111 \11 \u1 \la \a11111a11111a111a11 \111 \�/ CASE AGAINST A HALL CONDITION IGHT FIXTURE FURN. BY ENANT INST. BY E.G. LIGHT FIXTURE FURN. BY TENANT INST. BY E.C. (E:DISPLAY CASE WIRING DETAIL SCALE: I" = 1' -O" E1:12] CITY FEB 0 2 2012 PERMIT CENTER DDETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO TI-115 PROJECT. 3405 4 REGISTERED ARCHITECT TN L. BUTTS STATE OF WASHINGTON %AN242012 W o r-' H L czt E—+-e a' 0 w _� 1 W U) Z Q o W� 3 n 1— Store No. 47 Drawn by: Approved Drawing No. E.0.400 "EC A\CAL SFECFCATO s II. GENERAL MECHANICAL TRADES SPECIFICATION FOR HEATING, VENTILATING, AIR CONDITIONING, AND FIRE PROTECTION NOTE: The Mechanical Trades Specification is divided into two parts: I. SUPPLEMENTAL MECHANICAL TRADES SPECIFICATION defining the scope of work and the special regyirements and eqpipment for this project; II. GENERAL MECHANICAL TRADES SPECIFICATION defining the standard regyirements and materials. If the Supplemental Specification is not attached, contact Tenant's immediately. G1. GENERAL (a) (b) All work included under this heading is to be subject to the Instructions to Bidders and General and Special Conditions herein before written or referred to for the entire work. G.C. shall furnish all labor and materials, and install all eqpipment as called for in these specifications, the Supplemental Specifications, and shown on the plans, or as may be reasonably implied by either, for the installation of the complete heating, ventilating, air conditioning, plumbing, and fire protection systems. Refer to the Supplemental Mechanical Specification for the scope of this project. (c) G.C. shall, at there own expense, obtain all necessary permits and licenses and perform all work in strict compliance with applicable codes, including but not limited to: BOCA, UBC, UMC, UPC, SBCCI, federal codes, state codes, local codes, ADA, ATBCB, OSHA, NFPA, and Life Safety Code, all of current issue. All work shall meet the reqpirements of local utility companies. All eqpipment shall be approved and labeled by appropriate industry testing agencies, including but not limited to: Underwriters Laboratories, AGA, Factory Mutual, etc. All work and egpipment shall be sized and installed in accordance with appropriate industry standards organizations including but not limited to: ASHRAE, SMACNA, NSF, AFI, NEC, AAABC, AEE, ANSI, ARI ect. All work shall comply with the reqpirements of the Landlord. Should any change in the plans and specifications be regyired to conform to these ordinances and reqpirements, the G.C. shall notify the Tenant at the time of submitting his bid. After entering into contract, the G.C. will be held to complete all work necessary to meet all reqpirements without extra expense to the Owner. (h) All equipment shall be installed in strict accordance with the manufacturers' instructions and /or recommendations, and good industry standards. If there is a conflict, contact the Tenant's representative immediately. G2. EXAMINATION OF PREMISES (a) Before submitting proposals for the work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate in performing their port of the work. (b) No extras will be allowed by the G.G. on account of there failure to make the above examination or neglect to include all labor and materials repaired to complete the work. G3. CHASES AND RECESSES (a) All chases and recesses for pipes in new walls as shown on the plans or as repaired by the G.C. for the accommodation of their work will be provided by the Architectural Trades Contractor, but this Contractor shall be responsible for the accurate location of same. G4. CUTTING AND PATCHING (a) All cutting and patching that may be necessary for the installation of the systems specified shall be done and repaired by the G.C. under the direction and to the satisfaction of Tenant's Construction Department. (b) No cutting of structural work shall be done without the written consent of the Tenant being previously obtained in each case, and all such work shall be done in accordance with Tenant's Construction Department's direction and under its supervision. G5. EXCAVATING AND BACKFILLING (a) The G.G. shall do all necessary excavating and backfilling in connection with his work. In backfilling, the earth must be tamped in layers of no more than 6" or flushed solidly in place. Where pipes pass over column footings or are laid in filled ground, or in other cases where found necessary, they shall be supported by brick piers or other supports placed under the pipes and carried down to a firm bearing. All backfilling shall be with said fill, tamped as above. All shall meet with the approval of Tenant's Construction Department. (b) (c) G6. DAMAGE TO OTHER WORK (a) The G.C. will be held responsible for all damage to other work caused by his work or through neglect on the part of his workmen. All patching and repairing of damaged work will be done by the G.C., as directed by Tenant's Construction Department, but the cost of same shall be paid by the G.C. G7. SHOP DRAWINGS (0) (b) After the contract is awarded, the G.G. shall submit to Tenant's Construction Department six prints or six folders of all plumbing fixtures, all HVAC eqpipment, sprinkler shop drawings, and cuts on miscellaneous eqpipment. Approval of the shop drawings or folders shall cover design or detail only, and shall not be construed as a check upon the same. Such approval shall neither relieve the G.C. from this responsibility for proper construction and accuracy of measurements nor from the necessity of furnishing the labor and the materials repaired by the original specifications and drawings but not shown on said shop drawings or folders when approved. (c) Upon completion of the job, the G.C. shall deliver to Tenant's Construction Department a complete set of approved shop drawings and Landlord approved sprinkler drawings. GB. ACCESS PANELS (a) The G.C. shall provide access panels as repaired for access to dampers, fire dampers, valves, controls, heating components, actuators, cleanouts, etc., and installed above ceilings or furred in spaces. The access panels shall be of sufficient size so that all egyipment will be completely serviceable. The access panels shall have the same fire rating as the ceilings in which they are installed. Access panels are not regpired in lay -in type ceilings. (b) Gq. MATERIALS (a) All materials shall be new and the best of their respective kinds, and shall conform to all standards or reqpirements governing the same, and shall be approved by Tenant's Construction Department before being installed. Where specific manufacturer or trade name is mentioned in the specifications, it is to establish a standard of qpality. Substitution of other makes that may be judged egpal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. All materials shall be in accordance with code reqpirements and as follows: (b) (c) (c -1) Retum air grilles shall be as specified on the grille, register and diffuser schedule on sheet ' M.0.200 ' (or approved egyal). (c -2) Return Air and exhaust registers shall be same as return air grilles but shall include a loose key lock type opposed blade damper. (c -3) Supply registers shall be as specified an the grille, register and diffuser schedule on sheet ' M.0.200 ' (or approved egpal). (c -4) Ceiling supply diffusers shall be as specified on the grille, register and diffuser schedule on sheet ' M.0.200 ' (or approved egpal). The diffuser will also feature an opposed blade radial volume control damper, straightening grid and separate extractor. Finish shall be white enamel. (c -5) Flexible connections shall be provided between all fan openings and the sheet metal work. Connection material shalt be weatherproof and fire resistant and shall weigh approximately 18 oz. per sq, yd., by Ventfab, or approved eqpal. G10. DAMPERS AND FIRE DAMPERS (a) Furnish and install dampers or splitters at all branch take -off and opposed blade volume dampers at all mains and sub -mains and where called for on the drawings. All dampers or splitters shall be sufficiently stiffened to prevent noise or vibration and in no case shall be lighter than #18 gauge iron and shall be fitted with an accessible adjuster, by Young Regulator Co., Parker Ceylon Corp., or approved egpal. (c) Furnish and install weighted fire dampers in ducts held open by fusible links in locations as indicated on plans and reqpire by code. Dampers shall be labeled by Underwriter's laboratories. (d) Provide slide access door adjacent to all dampers or splitters and adjacent to all fusible lines except where they are located in ceiling diffusers with removable cores. G11. SHEET METAL DUCT AND FLEXIBLE DUCT (b) (0) (b) (c) All sheet metal ductwork shall be constructed and installed in accordance with the latest standards of ASHRAE, SMACNA Standards, NFPA 90 A, NFPA 905, and all other applicable codes. See 'SMACNA HVAC Duct Construction Standards' applicable tables. Except where noted for VAV systems, all ductwork for air conditioning systems, toilet exhaust systems, ventilation systems and exhaust systems shall be of galvanized steel and for low pressure duct construction. Low Pressure Ductwork (c -1) All rectangular low pressure ductwork shall be constructed of galvanized sheet steel or iron in accordance with SMACNA standards and the following table: Width of Panel Sheet Thickness 0" - 26" 24 ga. 27" - 40" 22 ga. 41" - q0" 20 ga. (c -2) Ducts shall be adegpately braced in accordance with the following: Width of Panel Size of Angle - Inches 0" - 18" Standing Seams lq" - 36" 1" x 1" x 1/8" 37" - 54" 1 -1/4" x 1 -1/4" x 1/8" 55" and over 1 -1/2" x 1 -1/2" x 3/6" (c -3) All round low pressure ductwork shall be constructed of galvanized sheet steel in accordance with the SMACNA standards and the table below. Low pressure round ductwork may be shop fabricated, following SMACNA standard and good industry practice. Diameter 0" - 12" 13" - 18" 19" - 28" 2q" - 36" 37" - 52" Spiral Seam Duct Long Seam Duct Fittings 28 ga. 26 ga. 26 ga. 26 ga. 24 ga. 24 ga. 24 ga. 22 ga. 22 ga. 22 ga. 20 ga. 20 ga. 20 ga. 18 ga. 18 ga. (c -4) All low pressure flexible air ducts shall have impervious inner core with wire reinforcement. The inner duct shall be covered with 1.5" fiberglass insulation with polyethylene vapor -proof jacket. Flexible air ducts shall be UL 181 listed, Class 1, and shall meet all local codes. (c -4 -1) Adjustable stainless steel or nylon straps shall be used to secure duct fittings and eqpipment. A second band shall be applied over the jacket to maintain the vapor barrier. (c -4 -2) Fitting to connect the flex duct to the trunk duct shall be designed to twist into the trunk duct and shall have a butterfly -type volume damper. Fitting shall extend into the duct to provide some air scoop devise for airflow. (c -4 -3) Flexible air ducts shall be the product of an established manufacturer of such products and egpivalent to Ftexmaster 3M type. (d) Medium and High Pressure Ductwork (d -1) The G.C. shall pay special attention to the reqpirements of VAV systems (when applicable), particularly the taps into the Landlord's supply duct and the duct between the taps an the VAV boxes. These items must be manufactured and installed according to ASHRAE and SMACNA standards for medium to high pressure duct. They must also be in strict accordance with the landlord's reqpirements. Taps, ducts, etc. shall be air tight at the maximum pressures and velocity, shall be designed to minimize friction and shall not vibrate, rattle, etc. (d -2) All rectangular medium and high pressure ductwork shall be constructed of galvanized sheet steel in accordance with SMACNA Standards (tables 1 -3 through 1 -13) and the following table: Width of Panel Sheet Thickness 0" - 26" 24 ga. 27" - 40" 22 ga. 41" - q0" 20 ga. (d -3) Ducts shall be adegpately braced in accordance with the following: Width of Panel 0" - 18" Iq" - 36" 37" - 54" 55" and over Size of Angle Standing Seams 1" x 1" x 1/8" 1 -1/4" x 1 -1/4" 1/8" 1 -1/2" x 1 -1/2" x 3/16" (d -4) All round medium and high pressure duct shall be constructed in accordance with SMACNA standards for medium and high pressure duct. Medium and high pressure round ductwork shall be manufactured product by a firm regularly engaged in such work, with a catalog listing construction, weight, specifications and pressure losses. Round duct shall be in accordance with Landlord's reqpirements and the following table: Spiral Diameter Long Seam Duct Seem Duct Fittings 0" - 12" 28 ga. 26 ga. 26 ga. 13" - 18" 19" - 28" 2q" - 36" 37" - 52" 26 ga. 24 ga. 22 ga. 24 ga. 24 ga. 22 ga. 22 ga. 20 ga. 20 ga. 20 ga. 18 ga. 18 ga. (d -5) Medium and high pressure ductwork shall have all joints and laps sealed with mastic egpat to 'Hardcast' DT -5300 to ensure a completely airtight duct system. (d -6) Medium pressure flexible air ducts shall have an inner core composed of trilaminate of aluminum foil, fiberglass, and aluminized polyester, with 1 -1/2" fiberglass insulation with a seamless vapor -proof jacket of metalized mylar. Provide a reinforced hanger strip designed to support the duct. (d -6 -1) Flexible air ducts shall be UL 181 listed, Class 1, shall comply with NFPA q0 A, shall meet all local codes. Pressure rating shall be for 2" negative to 10" positive at 4,000 FPM. (d -6 -2) Adjustable stainless steel or nylon straps shall be used to secure duct fittings and eqpipment. A second band shall be applied over the jacket to maintain the vapor barrier. (d -6 -3) Fitting to connect the flex duct to the trunk duct shall be designed to twist into the trunk duct and shall have a butterfly -type volume damper. Fitting shalt extend into the duct to provide some air scoop device for the airflow. (d -6 -4) Flexible pre- insulated air ducts shall be the product of on established manufacturer of such products and egpivalent to Type 3M as manufactured by Flexmaster Co. Or approved egpal. All ductwork shalt be air tight, smooth inside and true to the dimensions shown on the plans, which are finish inside dimensions. All joints shalt be constructed to be air tight and smooth and true to size, following the above referenced manuals. Joint spacing shall also be per the SMACNA manual. Standard seams shall be used on all traverse joints wherever possible. Longitudinal seams shall be lock seams. Duct panels over 20" shall be crossbroken or otherwise stiffened. Duct tape shall not be used to seal ,joints, to make transitions or for any reason except the outside of wrapped insulation. Doors, coils, dampers, registers, grilles, diffusers, turning vanes, air volume extractors and other accessories shall be installed as repaired by the SMACNA manual with sufficient reinforcement and support and shall be such as to keep friction at a minimum. The number of elbows and turns shall be kept at a minimum. (f -1) Curved elbows shall have a throat radius egpal to the duct width. Provide splitter vanes in radius elbows where indicated on the drawings. (f -2) Sgpare elbows shall have double - thickness turning vanes. (f -3) Transitions in ductwork shall be made with a slope not exceeding 1 to 5, preferably 1 to 7. (f -4) Supply duct splits shall be provided with splitter dampers and adjustable locking gpadrant. Splitter blade shall be 1.5 time the smaller split width. (f -5) Supply duct takeoffs shall include adjustable air - turning device egyat to Titus AG -225, or integral at diffuser in hard ceiling installation (see the plans) All ducts shall be adegpately supported from construction above by means of strap iron hangers spaced at not more than 6 foot intervals. Stiffeners shall be placed at not more than 6 foot intervals. (f -7) All joints between sheet metal sections may be made with prefabricated joining systems such as Ductmate Industries System. System shall consist of side rails complete with mastic seater for the ends of a cleat to join the side rails, and the comer pieces. The side angles and cleats shall be made with not lighter than 20 ga. Galvanized steel, corner pieces shall be fabricated of not lighter than 12 ga. Galvanized steel. Completed assembly shall result in a zero percent leakage of air. Flexible connections shall consist of a thickness of fabric fastened to both the air handling egpipment and the duct in an air tight manner. Flexible connections shall provide no less than 2" clearance between sheet metal. Flexible connections shall be UL approved, neoprene coated, 30 oz. Glass fiber fabric. Fabric shall be Ventglas mode by Ventfabrics, Inc., or approved egpal. (g) Flexible duct shall be limited in length to that necessary to make connections between ducts and terminal units. The length shall not exceed 5 ft. (g -1) All flexible duct shall be fully stretched out to reduce resistance. (g -2) Connections to fittings or terminals shall be made with stainless steel or nylon bands, designed for that service. The inner liner shall be clamped tight with the band, then the insulation and jacket putted up tight against the duct or terminal. Install a second band around the outside of the jacket. Installation shall be as recommended by the duct manufacturer. Support the flexible duct by the hanger strip with support wires on 30" intervals to relieve strain on any fitting. Unnecessary bends, sags, twists, turns, etc., will not be allowed. (h) All ductwork (if any) exposed to the weather shall have all joints, laps, edges, etc., sealed and coated with Hardcast DT -5300 and applied with PTO-20 adhesive or approved egpals. Clean all dirt and dust from duct before applying sealer. Duct shall be dry when sealer is applied. Apply sealer per manufacturer's instructions. At the completion of the duct systems they shall be usually inspected to verify proper installation and that they have sustained no physical damage. Check the duct system to ensure that there are no teaks at joint, taps, dampers, doors, reinforcement locations, ect. See the Supplemental Mechanical Specifications for alternate relative to re -using existing ductwork. (e) (f) (f -6) (f -8) (g-3) G12. DUCT AND PIPE INSULATION (a) Low pressure Ductwork Insulation: All low pressure supply and return air ductwork shall be insulated with fiberglass duct wrap, installed in a first class manner and according to the standards of the National Insulation Manufacturer's Association and NFPA 90 A. Note that duct dimension shown on the drawings are clear inside dimensions. (a -1) Supply Air Ducts shall be insulated with 1 1/2" fiberglass duct wrap with an installed R value of 6.0 or greater. (a -2) Return Air Ducts shall be insulated with 1 -1/2" fiberglass duct wrap with an installed R value of 6.0 or greater. (a -3) Duct wrap shall be Owens- Coming Fiberglass All - Service faced duct wrap, Type 75, 1 -1/2" thick or approved awl by Certainteed or Manville, The fiberglass blanket shall be factory laminated to a reinforced foil /kraft (FRK) vapor barrier facing. (a -4) The ductwork shall be clean and dry and all joints tightly sealed prior to installing the duct wrap. The duct wrap shall be installed with the facing /vapor barrier outside and utilizing overlapping 2" wide stapling /taping flaps. Seams shall be stapled every 6" and sealed with pressure sensitive FRK tape. Do no overly compress wrap on corners of rectangular duct. Where ducts are 24" wide or more, duct wrap shall be additionally secured to the bottom of the duct with mechanical fastener 18" o.c. to prevent sagging. Seal all tears, punctures or penetrations with tape. Medium Pressure Ductwork Insulation: Wrap all medium pressure air conditioning supply ductwork with 2" fiberglass blanket insulation with vapor barrier. Installed insulation shall have an R value of 5.0. See paragraph a -3 and a -4 for additional regpirements. Outdoor Air Intake Ductwork Insulation: Outdoor air intake ductwork insulation shall be 1" thick, 6.0# /cu.ft. Fiberglass insulation board with factory applied Foil Scrim. The board insulation shall be preformed, flat, rectangular, rigid material. Maximum K value shall be 0.22 at 75 F mean temperature. All insulation shalt be applied with edges tightly butted and fastened with mechanical fasteners spaced on 12" to 18" centers or as regyired to hold insulation firmly against the duct surface. Insulation shall be secured in place with washers firmly embedded in the insulation. (d) All domestic cold and hot water lines shalt be covered with 1" thick Fiberglass sectional pipe covering, with factory - applied jacket, or 3/5" thick Armaflex. Hot water supply and drain pipes under lavatories shall be similarly insulated. Valve bodies and fitting the above covered lines shall be covered with 1" thick molded glass fiber insulation wrapped firmly under compression 2:1 with copper class wire. Finish with 8 oz. canvas jacket smoothly pasted on. Provide vapor barrier for lines. Repair damage to present insulation where new connections have been made, in confomiity with the above specifications. All refrigerant piping shall be covered with 3/4" thick Armaflex Insulation piping shall be thoroughly cleaned and tested before insulating. Weatherproof all insulation exposed to the weather. (h) All insulation shall be Owens-Corning, Certaintee, Manville or approved egpal. G13. PAINTING (a) (b) (c) (e) (f) (g) (b) Existing rooftop eqpipment shall be completely repainted. All dirt, rust and grease shall be removed prior to painting. Apply rustproof primer to finish paint. Finish paint shall match the existing in color. No painting is regpired for new rooftop egpipment, except for labeling as indicated in Paragraph 'c' below. (c) All rooftop eqpipment shall be neatly stenciled or lettered with the store none and space number in Letters 2" high. G14. EQUIPMENT LOCKS (a) This G.C. shall fumish and install hasps for padlocks on all access panels of all rooftop eqpipment. (b) Padlocks will be furnished by Tenant at a later date. G15. COMPLETE OPERABLE SYSTEMS (a) The G.C. shall be responsible for providing Complete Operable Systems for HVAC, plumbing, sprinklers, smoke exhaust, etc. This shall include any work not shown on the drawings or specified elsewhere work not shown on the drawings or specified elsewhere that may be repaired to make a system fully operable in a first class manner. (For example this might include, but not be limited to; providing power wiring for motorized dampers on a landlord installed VAV box, control wiring connections, repair of existing economizer damper linkages, sealing connections, repair of existing economizer damper linkages, sealing existing ductwork or upgrading /repairing /replacing existing chilled water control valves, etc. Refer to other appropriate sections of the Mechanical Specifications). (b) Portions of some systems (i.e. HVAC, plumbing, sprinklers, etc.) May be existing or be provided by the landlord. The G.G. shalt determine the extent of such partial systems and the condition of existing eqpipment when preparing his bid, and include all necessary work for a complete operable system. Thorough examination and testing of existing portions of systems is regyired. (c) The G.C. shalt coordinate all work with the Landlord and Tenant's Construction Representative. Advise Tenant of any necessary work not detailed or specified. G16. TEST FOR ACCEPTANCE (a) When the heating ventilating and air conditioning systems are completed, the G.C. shall run the apparatus when directed by Tenant's Construction Deportment for the purpose of testing the systems. (b) All eqpipment, fans and motors shalt run at their repaired speeds, without slowing undue vibration, objectionable noise, or sparking. No bearing or journal or any part of the motor shall heat to a temperature of 50 F above the surrounding air. (c) The G.C. shall adjust the delivery of air at all openings through the building according to the amounts shown on the plans, or as repaired (±5 %). (d) All labor and materials and all instruments repaired for adjustment and testing shall be furnished by the G.C. (e) All eqpipment shall fulfill the capacity reqpirements specified. (f) The drainage system shall be tested in accordance with the rules and regulations of the local Board of Health. (g) When the plumbing system is completed, a test shall be made in the presence and to the satisfaction of Tenant's Construction Department. This test shall include the operation of the entire system. All valves shall be tested open and closed and shall be free from leakage at the packing. All fixtures shall be operated and tested for supply and waste. (h) Any defects made manifest by these tests shall be rectified by the G.C. G17. AIR BALANCING REPORT (a) The G.C. shall obtain the services of an independent test and balance agency with technicians certified in air balance work by AAABC, AEE, or SMACNA to test the entire HVAC system. This agency shall submit, directly to Tenant's Construction Department, a certified report verifying that the system operation is in accordance with the plans and specifications, including the proper operation of various dampers on the 'economizer', day, night, heating, and cooling cycles. This report shall also indicate the gpantity of outside air entering the system with the damper on the minimum and maximum positions, and the gpantity of air delivered to the space at each supply diffuser or register. G18. OPERATING INSTRUCTIONS (a) Upon completion of the HVAC system, the G.C. shall provide simplified and clear operating instructions of the entire HVAC system for the use of the store manager. These instructions shall include, but not be limited to, simple instruction of how to set the thermostat on 'auto', 'fan', 'heat', 'cool', etc., and operation of 'Night Setback'. Consideration should be made to mall energy management systems. (b) These instructions shall be on a neat, typewritten card, mounted in acetate, and mounted above the light switches in the stockroom. A copy of these instructions shall be mailed to American Eagle Outfitters, Construction Department. These simplified instructions are not the same as the manufacturer's catalog cuts called for elsewhere in this specification. (c) G1q. CLEANING AND FINISHING (a) After all tests have been made and the systems pronounced tight and satisfactory, the G.C. shall go over all his work and clean the ducts inside and out, eqpipment, fixtures, piping, etc., and leave them in clean and complete working order at the final completion of the store. (b) After dust producing construction phases are complete, and immediately prior to turning the project over to the Tenant, the G.C. shalt furnish and install a complete set of new filters in all HVAC eqpipment. G20. WIRING FOR MOTORS (a) All motors shall be furnished and installed by the G.C. (b) The G.C. shall furnish and install all starters, push button stations, relays and control wiring pertinent to the operation of the HVAC eqpipment. The G.G. shalt also fumish and install all power wiring and non- integral disconnect switches. (c) The G.G. shall furnish all necessary diagrams for there use, at the time of ordering equipment. (d) All motors 1/3 HP and small shalt be single phase, 1/2 HP and larger shall be three phase except as otherwise specified. Thermal overload protection for all motors shall be provided. Magnetic starters shall be provided for all three phase motors. Thermal overload relays shall be sized for 125% of full toad motor current. Switch and fuse units will not be acceptable. The installation of all motors, starters, and other electrical work shall conform with the National Electrical Code. G21. HYDRONIC BALANCING REPORT (a) The G.C. shall obtain the services of an independent test and balance agency with technicians certified in hydronic balance work by NEBB or AABC to test the entire HVAC hydronic system. This agency shall submit, directly to Tenant's Construction Department, a certified report verifying that the system operation is in accordance with the plans and specifications. A. The following procedures must be followed: (b) (c) Examine the contract documents to become familiar with the project reqpirements and conditions for proper TAB of hydronic system(s). Examine the hvac hydronic system(s) and eqpipment installation to verify that indicated balancing devices, such as test ports, gage cocks, thermometer wells, flow controls devices, balancing valves, fittings, and manual valves are properly installed and that their locations are accessible and appropriate for effective balancing and operation. (a -3) Examine strainers for clean screens and proper perforations. (a -4) Examine two or three way valves for proper installation for their intended function of diverting or mixing fluid flows. (a -5) Examine heat transfer coils for correct piping connections and for clean and straight fins. (a -6) Examine eqpipment for installation and for properly operating safety interlocks and controls. (a -7) Examine automatic temperature system components to verify the following: 1. Dampers, valves, and other controlled devices are operated by the intended controller. 2. Dampers and valves are in the position indicated by the controller. 3. Automatic modulating valves are properly connected. 4. Sensors are located to sense only the intended conditions. 5. Segpence of operation for control modes is according to contract documents. 6. Controller set points are set at indicated values. 7. Interlocked systems are operating. 8. Change -over from heating to cooling mode occurs according to design. Check system resistance. With all valves open, read pressure differential across the entire coil assembly. Adjust all specified flows as specified. (d) Perform the following balancing operations in addition to the above if hydronic pumps are included in the design: 1. Verify impeller size by operating the pump with the discharge valve closed. Read pressure differential across the pump. Convert pressure to head and correct for differences in gage heights. Note the point on manufacturer's pump curve at zero flow and verify that the pump has the intended impeller size. 2. Check system resistance. With all valves open, read pressure differential across the pump and mark pump manufacturer's head- capacity curve. Adjust pump discharge valve until indicated water flow in achieved. 3. Verify pump motor brake horsepower. Calculate the intended brake horsepower for the system based on pump manufacturer's performance data. Compare calculated brake horsepower with nameplate data an the pump motor. Report conditions where actual amperage exceeds motor nameplate amperage. Report all hydronic balancing parameters to American Eagle Outfitters including: 1. All hydronic water flow rates in gallons per minute. 2. All hydronic water pressure drops in psi and head. 3. All flows through calibrated flow valves. 4. All pump data (if applicable) including flows and brake horsepowers. 5. Water temperatures entering and Leaving coils and mixing valves. (e) G22. GUARANTEE (a) The G.C. shall give to the Owner a written guarantee that they will make good, at there own expense, any defects in material or workmanship which may develop in one year from the final acceptance of the work. (b) All compressors for HVAC units shall have a five year no- prorated factory guarantee. A written copy of the guarantee shall furnished to Tenant's Construction Department at project PA©A completion. ��i A Rp «O NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPt4ASETICALLY OR NUMERICALLY WAVE SEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO 11415 PROJECT. CITY FEB 02 2012 IT CENTER 3405 REGISTERED ARCHITECT K NETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 Store No. Drawn by: Approved Drawing No. M.0.010 SUPPLEMENTAL. MECHANICAL TRADES SPECIFICATION NOTE: The Mechanical Trades Specification is divided into two parts: 1. SUPPLEMENTAL MECHANICAL TRADES SPECIFICATION defining the scope of work and the special requirements end materials for this project. 2. GENERAL MECHANICAL TRADES SPECIFICATION defining standard requirements and materials. If the General Mechanical Trades Specification is not attached, contact Talent immediately. In the event that conflict exists between the General Mechanical Trades Specification and the Supplemental Mechanical Trades Specification, the Supplemental shall take precedence. 91. DRAWINGS (a) The Mechanical Drawings, the General Mechanical Trades Specification, the Architectural and Electrical pions and specifications form a part of this specification. 52. SCOPE OF WORK (a) (a-1) (a-2) (a-3) (a-4) (a-5) The scope of this work shall include, but not be limited to, the following areas and related miscellaneous work. Inspection, reconditioning, and readjustment of (2) RTU's with Electrical Heating Sections Modification aid/or installation of en air distribution system. Modification of a sprinkler system. Inspection, reconditioning �d modification of an existing plurnbing system. Inspection and reconditioning of a toilet exhaust system. 53. E•:PRINKLER SYSTEM (0) The Landlord wil netall Te..rant's c system prior to store repuirernerits Any altercei flMITTED . enant t) . Cfl14J so-Inkler contractor at .ee.crations shell be submitted to the Landlord for approval prior to any modifications to the system. S4. SPRINKLER SYSTEM (Modify) (a) (b) (c) The G.C. shall obtain the services of a sprinkler contractor for this area to modify the sprinkler system as required by drawings. Sprinkler installation must conform to alt the requirements and regulations of the Lendlord's Underwriters and all sprinkler contractors me required to submit shop drawings to this organization for approval. Piping shall be Schedule 40, ASTM A-I20, black steel piping with threaded end, 175 psi class, UL Approved cast iron fittings. Schedule 10 high alloy pipe is also acceptable. Victaulic type fittings are acceptable. (d) The G.C. shall secure the Landlord's Underwriter's approval prior to ccrnection to Landlord's system. The existing space is believed to be fully sprinklered, but the exact head layout is unknown. The drawings indicate a typical 'ordinary flown& layout, which may be used. 14owever, it is recommended that the G.C. inspects the space, determine the existing head locations, and develop a new layout, which would utilize as many existing head locations as possible. This new layout must meet all applicable codes and Landlord requirements. Certain heads noted on the drawings must be installed where indicated (these cre noted as "new"). Note that the sales area and stock area (if applicable) ceiling is being installed at 12'-0. Sprinkler lines and heads must be must be adjusted acc.ordingly. The G.C. shall submit six copies of the sprinkler shop drawings to the Landlord's Fire Underwriter for approval. They shall then submit two copies of the drawings bearing the Underwriter's approval to the Lendlord and two copies to Tenant. Submit other copies as required. Verify requirements with the Lendlord. (e) (f) S5. SPRINKLER SYSTEM (New) (a) The G.C. cbtein the E4rvi.se5 of a 5prink1er contraetcr for thi rc t nstoli the sprinkler systern as recwired by drawin.ge. (b) (D) Sprinkler instolletien mt x.:form to al th ts and on sprinkler a -awines to regulations of I e-t"-- ITTE lades, are this creonizatio. The G.C. enc.; :OA copies of the eprinkier hp drawinge to the Landlord's Fire Underwriter for approve:, They shell then submit two copies of the drawings bearing the Underwriter's approval to the Landlord and two copies, to Tenaet Submit other copies as reeeireed. Verify reeeirements with the Landlord. Th:n installation is approved by Landlord and Tenont, the sprinkler' contractor will activate the systern. The piping sizing shell b baste on uordincry he:end', hydreuliccily celcuicted, ibrrt calculations Teraet, Piping shrel be Schedule 40, ASTM A-120, block steel piping with threaded end, 175 psi cless, UL Approved, cast iron fittings. Piping system shall satisfy Laedlorci's pressure test. Upen completion of th o sprinkler system, the sprinkler contrastar shall hydrostatically test a piping at 200 p& for two hours. The G.C. shall secure the Landicrd'e Underwriter's approve: prier to connection tc Landlord's system. S6. INSULATION All ductwork shall be insulated in accordance with Section G12. of the General Mechanical Trades Specification. Dimensions on drawings are clear inside dimensions. Outside duct dimensions shall be adjusted accordingly. Alt new and existing chilled/hot water piping shall be insulated with 1" thick glass fiber pipe insulation with factory applied vapor barrier and white kraft paper covering and flaps. Flaps shall be neatly pasted in place. All joints shall be sealed with a vapor barrier cement. Fittings and valves shall be covered with pre-formed or mitered segments of the pipe insulation and sealed with two coats of vapor b-rier cement reinforced with glass cloth tape between coats. Insulation shall be made by Owens Coming Fiberglas Corp. or approved equal. (if applicable) (c) (d) (e) Repair insulation on existing chilled/hot piping. (if applicable) Repair all insulation on existing ductwork. (if applicable) Insulate all refrigerant lines. (if applicable) VIECkA\ICAL SFEC S7. EXHAUST FANS (a) The Tenant Toilet Roan as sciltdijitt,' exhaust fan for the, lust CFM . Fen shall be menufaci VT• approved cepa:. 120-1-60 volt, • (b) The existing ceiling exhaust fan in the toilet rooms shall be reused if in satisfactory condition. Notify Tenant if not suitable. G.C. shall thoroughly inspect, cleai, lubricate and otherwise place fan, ducts end grilles, in first-class condition. Backdraft dampers must be completely operable. (c) 58. TEST 4 BALANCE REPORT (a) The Air Balance Report specified in Section G17. of the General Mechanical Specification shall be submitted to the Landlord as well as to Tenent. Sq. VENTILATORS (a) (7) Refurbish ar replace exieting roof mounted 3 for outdoor air inteke mei ' aluminem censtructio 0 to be It Sc disconnect. TED ventilaters-, is cr epproved Ventilators shell be Airette by Penn Ventilator Inc, or approved SIO, SMOKE. EXHAUST FAN (a) The G.C. shell furnish and install a where loc.ete,d 5.P., and equal. For matche.s f this cent,ractcr's expanse smoke fan , CFM at _ Id point. of U5'Z , eurb that ._ _Lee:eras roofing, contractor for mcenting SII, ROOF WORK (a) (b) Provide pre-febricated curbs, flashing and counter fleshines for on rP cpcnings te the Lone•Iime'- ITT perform c Curbe, inc. Al. roof u D o shell detured by Pete. L.rit; cndlord'e Contrecter et th expense of the G.C. All work ehell be strictly aceerdine ta Larediord's criterie. 912. EXISTING CONDITIONS (a) (b) This project is being installed in a previously occupied space. Demolition for this space has been covered, in eeneral, under separate specification. This work shall include my incidental demolition or other work required to provide a complete, first-class project. All systems and equipment shall be fully operable at the project completion. (c) Certain equipment (I-1VAC unit, etc.) shall be reused as indicated on the piens. (d) The G.C. shall verify the condition of existing equipment and include in the base bid a price for replacing equipment not deemed adequate by Tenant The G.C. shall inform Tenant of my equipment that is in questionable condition. 513. ALTERNATE NO. 1 (a) The G.C. may re-use some or all of the existing ductwork if it is in good condition, the proper size for the new system has specified dc•pers, sptitters, turning vales, etc., and is insulated in accordance with the new specification. (b) The G.C. shall employ a qualified engineer to determine the adequacy of the existing ductwork. This engineer shall submit to Tencnt, a letter certifying that the system will function as specified. Revised ductwork must handle the air quantities shown, at a velocity not to exceed 1200 FPM. Repair missing or damaged insulation. Cap all unused openings with sheet metal, screws, and caulk airtight. Check for air leads and seal. Provide Tenant with a drawing showing rating sizes and diffuser locations. (d) The G.C. shall indicate in the bid the amount to be deducted from the base bid if this alternate is accepted. Note: Unless this alternate is proposed to and accepted by Tenant, no existing ductwork shall be accepted. (c) S14. FR 3.° AND SMOKE DETECTION SYSTEM (D) If required by the Landlord or local building codes. the G.G. shall coordinate with an free/-- - 2 fire and smoke exhaust fa ON11TTED letectore, F..-MCkC SWitCi-r:::74, ClOteCtiOri etC. All c are meet Landlord ord lecal buildine cede reaelrernents. Contaet the Tenant repeeeentative with any discrepanciee or misunderstanclines. S15. GAS PIPING (a) Gcs piping shell 150 pei, mo (b) Gos piping 6-"x6"x12" th ITTED case at tees and elbows. steel piping with - with 516. CHILLED WATER PIPING 4 'FITTINGS FICATIONS Srvce Cnfl1 wate.::r, 2' and smelke. Pipe Material:Steel, Schedule 40; SeGmess per ASTM AI06, Grad A Or B, or ASTM A53, Grade A ee Pressure Rotin Fittines: ITTED (b) Service: Pipe Material: PVC, Schedule 40 Fittings: PVC Pressure Rating: 125 psi swp Heregons and Supparts:Piping shall be supported at least every ten feet. Chilled Water Manuel Isolation Volvez: (c) (a) (d-1) Sholl b ell bronze ball valves for line 2" and .smaller by elenkins, Conbraco Industries cr approved epee!. Valves shell be rated for 250 psi system operdion preseure. S17. GAGES (D) (b) Gages shall be. instolled cn t'ne pump suction " shell be the bouedm brazed joints. have flange. for furnish Gage ca. Gages shell be made by 1-1,0. Trerioe or epprovec: ie. Geges and rsi. THERMOMETERS - 'PIPELINE (G) (b) Thermometere in wctee- free shall be mercury filled, red recdine, column type. Column shell be rrounted in bronze cr stainless steel cc Sa With glass front. Thermometers 1-- type aid shell be furnish." • shall be not le.ss that' seen, water ten :o range shell be not is ..zuu F, with not more than 2 degree clivens. Neils shall be instelled in such a pesitien that they do net restrict the flow of water in the piping. Thermometers shell be the industrial Model made by H.Q. Trerice. Slq. INSTRUMENTS - PIT PLUGS (D) ;fa) Provide, Wird shown, pressure ore' temperature tee+ -"Is. Plug body .shall b bres.,s, threed--1 ' • o TED shall have duel Nrde OMIT 1000 pe,i. Furnish c separ ...e, f than-re:meter, 0-220 thermcmetcr, =peers and carreing, case, 520. TI.NO / THREE-HAY MIXING VALVE insten where shown a two or three-w' rni)c'ev, • and installed b omITTE actuator. Valve,' Valve shell Pt one such theet th ;tutor con be eesey rennovee, and repicc.e•e. Vcive must be piped so that the valve seats against the flow, lye. and appropriate )1s contractor 521. CIRCULATING PUMP ( Ci (a) G.C. shall furnish and install on in-in, pipe seaport, eeiet operatine circuleting• pump for use with chilled/hot water _Le__ F. Furnish with drip proof, resilient mounte,4 -1-- • motor. 125 P.S.I,G. ITT bror,ze Pump to be it. •essure of sleeve bearings Cinsulating puler :ere:1 tee U Gasset Series 60 with _ motor foe 120-1-60 ope,Tetion. (c) Sot pump for GPM at hood preeetirce 522. FL ON CONTORL VALVE (a) Flow control valves shell be s.elf-contained, automatic volume reguletine valves complete, with body, piston, spring: and orifices. Wives shall be pressure compensateti +--" u at varied indicated in th pressures. Vc' • miTTE -CtC5 (b) Vcw bU . ee,n:ess eteel internal perts. Ends siee: oe, ttroodoO ar seldcred to match adjoining pipe. Velves shall be Circuit Setter by E. G.-oebeett cr pprd ecee.1 by Grisu.eld Qr Johneon. Valves 2-1/2' and lerger shall b iron bady,. flaigee or vietaulic end with braes or stainless-, steel internal perts. Furnish with preesure, taps. (c) 525. ELECTRIC DUCT HEATERS (OPEN COIL) (0) Electric duct heater shall heve coil elements mounted in o. rigid frame. Furnish low vottee... swith, Ali terminele. T contactor. he air hich limit prat - stream. Hcete „ e.ecee. operation, __volt, ee te, typo QUA made. by indecco, 5rasch or approved ecese. 524. ELECTRIC DUCT HEATERS (ENCLOSED COIL) (a) (b) (c) Electric Duet Heating Coils shall b- flonqe, or slip-mounted and be of open coil design with outometie primary thermal cutout., fusible link heat limiters in ecch phase leo fee ' cutout, D disconnect swit ITTE • staeing. rr:oin disconnec' To ensure rer - r ..e.er.e.ion, relays and related lite mounted n a UL labeled control panel ct the coil(s). An cis flow pressure differeetiel operated switch shall be interlocked with the coils. Coils elrell bc crraic3o. for etep capacity control as indicated on drawings (maximum of 7 F. rise per step). Coils shell not be cpen wire type, but shall be sheathed type. Electric duct heater shell be _volt, 3' phase fcr _-stages.: operation, Series TFQU as. manufactured by Indesso or approved cope:. CIA FEB. Q2 2012 PERMIT CENTER NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. N tr) REGISTERED ARCHITECT JAN 2 4 2012 Store No. Drawn by: Approved Drawing No. M.0,011 1/11/2012 1:23:30 PM Genet a Genera! "'r ja, • rot n. • 400 feet 2v., Bt w7( P k ry .,niti f As e moo,s Co nd it € Ou oor Dry (: d i:., ..., Bub b 0 t .1 Rr'1E. 50 ").1. 50'; inzioor Dry fi Grains t 9.62 -25.74 ee 5 Handler er mcli ;. Number b 1 inouf Date Calmulat€ i Pi : Occurrences, yam£_..,, le ,1sk Surn ? >> L3 aF ru 5Jti ? :Is. g and :„o I' Reserve e 0 No 0.00 0.000 0.000 pond Sofft;:. ?ire Dev'e't Dsv .o Ztirie Zone 11 r r Per t_,-.. _men( or Latent 4 Coo• ._f� Heat :no vent: Zone 2: St or,:. 'der' .,,_ . Zone 07 . e are C31Cula':eci for t p zone. ittedf v.-._,...1.. .., 0.,54 :Dark Yes nent 44.1: c... 3 Z.ce...£.a (feet): occurrences: 772 Ef:quipment Wiifftt.S: the . ..,.'t 1.,., C diS a C. MM /s ` ' ft 0.100 iud: 20st air CF3i; 40.09 5,187.0 2,000 0.300 0.000 0,.000 u p ✓ell 0.000 0.000 COPY €mercies } -tV4C Loris Glass t':4,.. C 714 i 67E11. Return D uc t -• u'7 ma iy ,,titati' >r1 Pretreat 7o ... Lc iX LJ ., ..t 1...:i.,..., Check Chan LOSS 2 0 i3 0 3' Total 0ss.,,-,orldd Ss 121,878 22 of t 0 'i 88,7 i) %Tot t...oss ^. 0 00 0.0 :(1 27.21 0,00 0.0 :'3 } , i .?.00 (1.00 0.00 0.00 D.00 12 ,376 100,00 ":4,700 13,350 Lat Gain 13,350 0 23.050 1.7(4 1\1 (3,1 0,807,8 CF1,1,1Sc1.1: 5 • h J 14,331 23, Gain 3.32 0 Net Gain 45,945 2 , 79. J 0 Net Ga.. 121,297 . et rv0.00 0.70 4,00 0.00 0.00 3,,0 0! 00 0.00 i 0.02' 0.00 0.00 Gain 23.33 0,00 3,73 9-1 100.00 lvac - Full Commercial HVAC Loads Calculation Program 'veg,ey Design Inc: r er y , PA .16051 Air handler #1 - Unit 1- Summary Loads Zn Description No Zone Peak Time Sales Fitting 3pm July Stock 3pm July Zone Peak Totals: ls: Total Zones: 2 Unique Zones; 2 Area People Volume to Software Development, A€o 478 Pare.,.. Htg.Less Sen.Gain Lat.Gain Htg.O. A. Htg.CFM CIg.CFM S.Exh Req.CFM CFI /S ft CFhri %Belt nhi.Exh Act.CFM g I 5.187 27,958 89,457 14,700 0.3ft7 i u 1.434 4,171 0 1,556 62,244 0,28 0,80 0 1,434 355 y 209 17,1 4.0 0 ).15 t2 0 267 799 0 145 11.582 0.28 0.83 0 267 CIg,O,A. Req.CFM Act.CFM 0.3 /ft2 1,556 ,427 t2 145 273 6.152 33,160 106,597 14,70 70 1,701 4,970 0 1,701 1,701 ,73.826 0.2� 0.81 0 1,701 1,701 T�. ^t slag 3G • - ..cote.... r ?a{ 012 9: ` AM .. 'y Chvac - Full Commercial HVAC Loads Catcu €ation Program 1 _eg!ey Design Porte 5 i::, -'F , 16051 t K: Air Handler #1 - Unit 1 - Total Load Summary Air Handler Description: Supply Air `an: Fan Ir< 2 Sensible Heat Ratio; Air System Peak 11171e: Outdoor Conditions: indoor Conditions: Elite Software Development, €nc. Aso f47r:; Pa go 7 Unit 1 Constant Volume - Surn of Peaks Draw -1 hru with program estimated horsepower of 0.47 HP 0% motor and fan efficiency with 0 in. water across the fan 0.88 - -- This system occurs 1 till e(s) in the building. - -- 3pm in Juy, C!g; 88' DB. 69' WB, 77.31 grains. Htg: 2` ` DB Cl g: 75' DB, 50% RH, Htg: 70` DB Summer; 17e"nt:.ation controls outside air, Winter: Ventila tion control, outs ide air. Zone Space sensible less: 33,160 infiltration sensible loss: 0 Outside Air sensible loss: 88,717 Supply Duct sensible loss: 0 Return Duct sensible .' ible loss: Return Plenum sensible loss: 0 Total System sensible loss: Heat. nd a i1y r; 33,160 (,986 X 1.03 X 13) Winter Vent Cutslae Air (100.0% of supply) -.. Zone space sensible Clain: Infiitrat" :on: serlsib e's gain: bra:: thru fare sensible ga Supply duct sensible gain: Reserve sensible an; Total sensible ga ;n on supply side of :oil Cooling Supply Air: 107,770 i (.966 X 1.1 X 20) = Summer Vent Outside Air (34.223 of supply) = Btuh Btul) Btuh Stub Btuh Btufl 106;597 Btuh 0 Btuh 1,174 Btuh 0 Btuh 0 Btuh Return duct sensible gain. 0 Return plenum sensible gain: 0 Outside air sensible gain: 23,973 Sicy,: -Ihr'ti fan sensible gain: 0 Total sensible o in on return sieve of coil: Total sensible gain on air n nc lina system: Zone space latent aain: 14,700 infiltration latent gain: 0 Outside air latent gain; 13,350 Total latent gain on air handung system: Total system sensible and latent gain. Check Figures Total Air Handier Supply Air (eased on a 20' TD): Total Air Handle. `lent. A r (34.22% of Supp=ly): l Conditioned Air Space. Supply Air Per Unt Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Btuh Btuh Btuh Btuh Btuh }Btuh Btul { i l Obit Heating Required With Outside Air. Total Cooling Required With Outside Air: •x= a1' s u(` 0 CFM 1,701 CFM CFM 'ci 1,701 CFM 4,970 CFM 1.701 CFM 1,701 CFM 4,970 CFM 1,701 CFM 6,152 Sq.ft 0 -' 8 .8 ;101� CFf.IS.',.ft 462.0 Sq fc :To„ 0.0022 T onsiSq.ft 19.31 Btuh! 121.878 Stuh 13.32 ion Wed 121.878 Btuh 107,770 Btuh 23,973 Bturi 131.744 Btuh 2'6,050 Btu:.. r 159,794 dtu., 2012.0 =9'1 AM Chvac - Fuii Ccrnrercia€ HVAC Loads Caicttlation Program N.IF.,giey Design Inc : or:,.rs, PA 16051 )ite Software E3= veiaun,ent, .cc 478 t c. ' Zone Detailed Loads (At Zone Peak Times) Load Unit -SC- CL TD U.Fac Sen. Lat. Description Quan CFAC SHGF -CLF- Gain Gain Zone 1-Sales/Fitting peaks (sensible) in July at 3pm, Air Handler 1 (Unit 1), Group Construction Type: 1 (Light) Reef- 1- 1- Susp.0 -D, 5.187 1.00 Lights- Prcf =0 7,028 1.000 E uipment- .Prof =0 2000 1.00.0 People- Prof =0 70.0 1.000 Sub -total Safety factors; Total wi safety factors. 0.100 36,893 23,981 6.824 i i 17,�5 t.c. Htg. Htg. Muit. Loss 0. 103.7 x 50.0, 4.900 25,416 0 14.000 85,197 14,000 +'5% +5% 89.457 11,700 25,416 +10,, 27,953 Zone 2- Stock peaks (sensible) in July at 3pr77. Air Handier 1 (Unit 1), Group 0, 24.1 x 40.0; Construction Type: 1 (Light) Roof- 3- 1- Susp.0 -D965 1.00 o=0 Lu.l ;ts- Pry. f 772 1.000 Equipment-PrGi =O 2;000 1.000 Sub - lotal Safety factors: Total i safety factors: 0.100 6,865 2,634 6,824. 16.323 t 17,140 0 +5;% 0 4.900 4 7 2 9 +10% 5,202 Z : \D s \Pro.: rcdnes.6'.y, ,if.nuary 11. 2412, a1E A',. dClvac -FY ;i€ Sys,. Load !'inlay; is • Leavir Goil Cond:1 s : ;.,... . Misc.' _cal :8e''s.o e 5:1:,11. ie 34:tu... i',., ...J ....... Re..,... Air P:.......:1) . .,is... _.,s., on Return Side Vest Al' .,7t ". .J. Latent 14.70, 13:350 ss1 Grains ,.,..,, ?sir 61.135 74 4 106 4.024 23,373 69.572 0 TSH .0H 06v X(DS erit 0.116 CFM -KfCrairS 4.50 x 0641 v (-nth yen., 0.,.9.6 (1.980 SUrvi GTH H 0.036 • Total Sys e • Ch €iivU and Hot '. .. r1 YC:I Flo Heating n . R .. . Steam E.1'l_erinc' Coe! :•'1615.. ;0 ., Conditions e<? lr Ooolin 3 oil Conditions Dry h; W-ez bulb _ e1;1i'v£ ..timidity: and Steam 0 ..00 7°,45 64,81 45.73 29.97 r, 535 22.6 at Leav Dry 111 69.572 29.966 - Temp 55.0' (1.003 19.732 0.000 75.000 0.000 0.000 ..00; 4,.4; 0.000 79,449 131,7-, Bt... 28.105 Stun 15£9.848 Stu.. 160,571 155.791 Sift :h _ 0.0 GPM 125.6 l ;.r... 21,00 11 , 88.32 54 4,1;:.. •4 0 SEPARATE PERMIT AND APPROVAL REQUIRED FFR 0 -2 2012 PERMIT CENTER PT1 `7 44g Wp11 rzO d 3405 REGIS ITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 242012 Store No. 47 Drawn by: Approved Drawing No. M.0.020 1/11/2012 1:29:47 PM 25' -2n EXISTING H.C. TOILET ROOM 87' -0" 4' -6" EXISTING CEILING EXHAUST FAN EF -I TO REMAIN. CLEAN AND REFURBISH AS REQUIRED PER NOTES AND SPECS. EX 32x16 0 ERTU -1 ItEXIST . RG -I EXIST 225 CFM STOCKROOM NO CEILING EXIST SR -I 225 CFM ERTU -2 m (n EXIST RG -1 EXIST SID-2 225 CFM 1 T PLUMBING PLAN AND PIPING DIAGRAMS ON DRAWING P.0.100 FIELD VERIFY BELIEVED TO BE EXISTING TIE -IN LOCATION AND CONDITIONS. SEE NOTES AND SPECS. 0 ✓ 71 ✓ J 00 00 — –1 _ E- MOONY EXIST RG -I EXIST SD -1 300 CFM 11111 EXIST RG -1 ofb %\7\7\ 7 7 _ \,\; \x\711 / = = =a = = == = =Q= =4 T EXIST SD -1 300 CFM ----- r - - - --1 EX 32x16 124) T T T 0 RELOCATE SD -1 550 CFM RELOCATE SD -I 550 CFM 0 0 EX 32x16 — –E— — _ _ _ THERMOSTAT MOUNTED 4' -0" A.F.F. SEE NOTES AND SPECS. EXTEND TO ERTU -I -- - --t-- --1 EX 28x16 0 EX 26x14 0 RELOCATE SD -I 300 CFM RELOCATE SD -I 300 CFM EX 28x16 EX 20x14 1i EXIST II SD -I 400 CFM II • SALES AREA II II gD II n 12' -0" A.F.F. EXIST SD -I 400 CFM 0 0 EXIST SD-1 400 400 CFM 0 0 EXIST SD -1 400 CFM 11 7\ \ ,- EX 20x10 0 EXIST RG -1 Q Q EXIST SD -1 300 CFM __ _ _== =& = =Q= w x EXIST SD -1 400 CFM EXIST 50 -1 400 CFM EX 26x14 0 00 FITTING 10' -0" A.F.F. 12' -2" ROOMS 0 24-0" EXIST SD -2 225 CFM 7 =7 AC— 7 IIIII EXIST SD -1 300 CFM EXIST RG -1 = = == = = °1T j\/ —tv—T Vii° J \ / \/\ /\ / \ /\ -- - - + - -- EX 20x14 0 EX 20x10 = Q = = ;)= =r& EXIST SD -I 300 CFM 7 _� ;l= 7 4) EXIST RG -I - -- - - If- - - - EX 16x10 0 11111 9 —� II 11 II 6. II II (Th EXIST RG -1 EXIST SD -1 300 CFM 9 UX U) a 0 w EXIST SD -1 300 M 0 EXIST SD -1 �` 300 GFm EX 16x10 0 == == Q= = =Q ==t == EXIST 50 -1 300 CFM a =ate a a4) EXIST 5D -1 300 CFM II II Il it II If II EXIST RG -1 EXIST RG -1 MONO MOW 1=1101 MM. MON. ONION MOM MIN! MOM 24-0" THERMOSTAT MOUNTED 4' -0" A.F.F. SEE NOTES AND SPECS. EXTEND TO ERTU -2 24 -0" 24 -0" 4' -0" 112' -2" 4' -6" 1161-6" NOTE: G.G. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ABOVE CEILING MAINTENANCE. ACCESS PANELS SHALL BE 18 "xl8" AS MANUFACTURED BY WIND -LOCK, STEALTH PANEL UTR -AP018 CP -3e] (TYP). G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ALL NEW AND EXISTING ABOVE CEILING COMPONENTS REQUIRING MAINTENANCE ACCESS (e.g. HVAC UNIT CONTROLS, SHUT OFF VALVES, DAMPER CONTROLS, J- BOXES, ETC. - LANDLORD AND /OR TENANT PROVIDED - G.C. TO VERIFY IN THE FIELD). COORDINATE ALL LOCATIONS WITH TENANT FIELD REPRESENTATIVE. NOTE REGARDING HVAC DUCTWORK: • G.G. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING HVAC EQUIPMENT AND DUCTWORK AND INSTALLING NEW HVAC EQUIPMENT AND DUCTWORK AS REQUIRED TO ACCOMMODATE THE INDICATING CEILING HEIGHTS ON SHEET A.0.200. • IF SPACE DESIGN INCORPORATES AN 'OPEN CEILING" (NO CEILING, OPEN TO STRUCTURE ABOVE), G.C. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING HVAC EQUIPMENT AND DUCTWORK AND INSTALLING NEW HVAC EQUIPMENT AND DUCTWORK AS REQUIRED TO ACCOMMODATE THE LIGHT FIXTURE HEIGHTS DETAILED ON SHEET 'E.0.100'. THIS CONTRACTOR SHALL REFURBISH AND REBALANCE THE EXISTING ROOFTOP HVAC UNITS ON ROOF ABOVE PER NOTES AND SPECS. SEE M.0.200 CHART. VERIFY LOCATION OF UNITS WITH LANDLORD REP PRIOR TO BIDDING. PROVIDE SMOKE DETECTORS IN SUPPLY DISCHARGE AND RETURN TO UNIT TO DE- ENERGIZE HVAC UNIT UPON DETECTION OF SMOKE IF NOT EXISTING 00 NOTE: GENERAL CONTRACTOR SHALL FURNISH ALL REQUIRED MOTORS AND STARTERS AND I5 RESPONSIBLE FOR INSTALLATION AND WIRING. NOTE: G.C. SHALL REMOVE ANY ABANDONED EQUIPMENT SERVICING THE TENANT'S SPACE PER BUILDING DEPT. AND LANDLORD REQUIREMENTS. VERIFY IN FIELD. KEY NOTES: O ROD OUT ENTIRE PLUMBING SYSTEM BACK TO LANDLORD'S MAIN. O CLEAN AND RECONDITION EXISTING PLUMBING FIXTURES. RETURN TO 'LIKE NEW' CONDITION. SEE SPECS. O CLEAN AND RESTORE TO 'LIKE NEW' CONDITION THE EXISTING TOILET EXHAUST FAN AND DUCTWORK. O VERIFY EXISTENCE OF FLOOR DRAIN IN EXISTING TOILET ROOM. NOTIFY TENANT AND INCLUDE THE COST OF INSTALLING ONE IN THE BASE BID IF ONE DOES NOT EXIST. O THE G.C. MAY REUSE SOME OR ALL OF THE EXISTING DUCTWORK, IF IT i5 IN SUITABLE CONDITION AND WILL HANDLE THE AIR QUANTITIES SHOWN AT A VELOCITY NOT TO EXCEED 1500 F.P.M. REPAIR MISSING OR DAMAGED INSULATION. CAP ALL UNUSED OPENINGS WITH SHEET METAL SCREWS AND CAULK AIR TIGHT. PROVIDE TENANT WITH A DRAWING SHOWING ROUTING, SIZES, AND DIFFUSER LOCATIONS. SEE SPECS. O ALL BRANCH TAKE -OFFS TO HAVE LOW LOSS 'SHOE TAP' FITTING. O ALL BRANCH TAKE -OFFS TO HAVE A MANUAL DAMPER. O THE GENERAL CONTRACTOR SHALL CAULK AROUND ALL SINKS AS PER THE HEALTH DEPARTMENT CODES. USE SILICONE SEALANT ONLY. O PROVIDE HASPS FOR PADLOCKS ON ALL ACCESS PANELS ON ROOFTOP UNITS. 0 STENCIL STORE NAME "AMERICAN EAGLE OUTFITTERS ", AND "SPACE 200 ", ON TWO SIDES OF NEW OR REUSED ROOFTOP HVAC UNIT WITH 2" HIGH LETTERS. 11 PROVIDE FIRE DAMPERS WHERE DUCTS PENETRATE RATED CEILINGS OR WALLS. RE -USE IF EXISTING AND TESTED. MECHANICAL PLAN SCALE: 1/4" = 1' - 0" m 16x10 -C2E1 MECkANICAL LEGEND VOLUME DAMPER (MANUAL) SUPPLY AIR DIFFUSER (BLACK INDICATES BLANK -OFF) RETURN / EXHAUST REGISTER OR GRILLE INSIDE DUCT DIMENSION (IN INCHES, FIRST DIM. IS AS VIEWED) SUPPLY DUCT TURNED UP SUPPLY DUCT TURNED DOWN RETURN / EXHAUST DUCT TURNED UP RETURN / EXHAUST DUCT TURNED DOWN ELBOW WITH TURNING VANES NEW DUCTWORK +a+ EXISTING DUCTWORK TO REMAIN H.C. ® F.D. SUPPLY AIR DIFFUSER (LINEAR) HANDICAPPED FLEXIBLE DUCT (NOT TO EXCEED 5' -0 ") SPIN -IN TAP WITH VOLUME DAMPER DENOTES CONNECT TO EXISTING FLOOR DRAIN WC WATER CLOSET LAVATORY LAV SMOKE DETECTOR (r) (NI SEPARATE PERMIT AND APPROVAL REQUIRED CITY .T a. f FEB Q 2 2012 PERMIT CENTER Cal 4e4r4 PArA ZFI <el OPT-I wo CID H 0 W CL) KENNETH L. BUTTS STATE OF WASHINGTON JAN 242012 Z 0_ 0 Store No. 47 Drawn by: Approved Drawing No. M.0.100 1/11/2012 1:23:55 PM MECHANICAL NOTES 1. THIS SORE IS =AFlNlr_ BY THE LANDED LANDLORD'S REF SCOPE, AND PR( 2. THIS STORE IS F'FI BUILDING. THE G LANDLORD'S REF CONDITIONS, SC( 3. TI-115 STORE I5 BEING CONSTRUCTED IN A PREVIOUSLY OCCUPIED SPACE. THE G.C. SHALL VERIFY THAT THE USE OF THE DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS WILL BE COMPATIBLE WITH THE EXISTING CONDITIONS. THE G.C. SHALL VERIFY THE ACCURACY OF ALL DETAILS AND DIMENSIONS SHOWN ON THE DRAWINGS AS 'EXISTING'. NOTIFY AMERICAN EAGLE OUTFITTERS' CONSTRUCTION DEPARTMENT WITH ANY CONFLICTS. THE G.C. SHALL BE RESPONSIBLE FOR ANY INCIDENTAL DEMOLITION OR NEW WORK REQUIRED BY THE EXISTING CONDITIONS. SEE SPECS. ( iiii�GT' .--r r1 ,Ai A a,. -,., ITTE .- DING BEING CONSTRUCTED TE AND MEET WITH THE XACT FIELD CONDITIONS, (() Ti;r-'---7s IA; A klrzl.i "ARE WITHIN AN EXISTING BITTED XACT FIELD I HE 4. THE G.C. SHALL COORDINATE WITH ALL TRADES AND /OR LANDLORD FOR THE MOVEMENT OF MATERIALS, TRASH REMOVAL, ROOF WORK, TEMPORARY DISCONNECTION OF THE SPRINKLER SYSTEM. 5. THE LANDLORD SHALL FURNISH AND INSTALL A SPRINKLER MAIN. GRID PIPING, DROPS, AND HET- _ ' +- ..... C.. THE DRAWINGS SHON AN 'ORDINARY H EPARE SHOP DRAWINGS FOR A HYDRAUL OMITTED CORDANCE WITH THE LANDLORD'S RE.Cxv:Rar:i IEEE i s, AND Ai-1- Art'UIGAt3LE CODES. SUBMIT SIX COPIES OF THE SHOP DRAWINGS TO THE LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT TWQ COPIES BEARING THE APPROVAL STAMP TO THE LANDLORD AND TWO COPIES TO AMERICAN EAGLE C?UTFI T I ERS. 6. THE EXISTING SPACE IS BELIEVED TO BE FULLY SPRINKLERED, BUT THE HEAD LAYOUT IS UNKNOWN. THIS DRAWING SHOWS AN ORDINARY HAZARD LAYOUT. HOWEVER, THIS G.C. SHOULD INSPECT THE SPACE, DETERMINE THE EXISTING HEAD LOCATIONS AND DEVELOP A NEW LAYOUT WHICH WOULD UTILIZE AS MANY EXISTING HEAD LOCATIONS AS POSSIBLE. THE G.C.'S LAYOUT MUST COMPLY WITH ALL APPLICABLE CODES AND THE LANDLORD'S REQUIREMENTS. (HEADS NOTED ON THIS DRAWING AS 'NEW' MUST BE INSTALLED WHERE SHOWN.) SUBMIT SIX COPIES OF THE DRAWINGS TO THE LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT TWO COPIES OF THE APPROVED DRAWINGS TO THE LANDLORD AND TWO COPIES TO AMERICAN EAGLE OUTFITTERS. 7. ALL SPRINKLER WORK TO BE PERFORMED BY THE LANDLORD. THE EXISTING SPACE IS BELIEVED TO SE FULLY F,P IN,el FPFn =ill. THE HEAD LAYOUT IS UNKNOWN, THIS RD LAYOUT. HOWEVER, THE LANDLORD': OMITTED E TH? SPACE' DETERMINE E EXISTING HEAD .. .t'OU T WHICH WOULD UTILIZE AS MAY EXISTING HEAD LOCATIONS AS POSSIBLE. THIS LAYOUT MUST COMPLY _ REQUIREMENTS. WITH ALL APPLICABLE- CODES AND THE LANDLORDS , REQUIREM:.C�TS. (HEADS NOTED ON THIS DRAWING AS 'NEW' MUST BE INSTALLED WHERE SHOWN.) SUBMIT TWO COPIES OF THE APPROVED DRAWINGS TO AMERICAN EAGLE OUTFITTERS. a. THE LANDLORD WILL INSTALL A COMPLETE SPRINKLER SYSTEM AT AMERICAN EAGLE, OUTFITTI__.. _. ... E ENGINEERED BY THE LANDLORD AND OMITTED ,ANCE RATING BOARDS OR BUREAUS, F: 0 STORE CONSTRUCTION, ANY ALTERATIONs v i I E;-i I' c.vrrC f TO TENANT'S REQUIREMENTS HILL aE 5Y THE LANDLORD'S SPRINKLER CONTRACTOR AT TENANT'S EXPENSE. a THE EXISTING CHILLED /__ WATER AIR HANDLER SYSTEM SHALL BE REUSED, THE. G.C. SHALL. AND SUITABILITY OF ALL H AC GQI ITEMS L(S) AID OMITTED ERICAI EAGLE OUTFITTERS (T S JUST UNIT TO DELIVER SCHEDULED CF r.. ,. _ __ ..:.,. ..�:, n.,,, , , , ,1u, hi'1ER.CAN EAGLE OUTFITTERS IMMEDIATELY IF THE EXISTING EQUIPMENT CANNOT PROVIDE ADEQUATE, EVEN, RELIABLE COOLING AT THE CONDITIONS NOTED ON THE CHART. TENANT SHALL UNIT NITH CHILI CONDITION THE SPECS AND THE STRUCTURAL REINFORC1N A NEW AIR I- IANDL!NG BITTED :NT E. EC T EL Y ACCORDANCE SIZTO AD W! T H UA ,.,.,,,,E. NECESSARY G. SEE THE SPECS AND CHART ON THIS DRAWING i1. THE G.C. SHALL WATER SUPPLY AND R� 1 URN LINES OMITTED N TO aE IN ACCORDANCE NI AND SPECIFICATIONS. ICATIONS. THE M<ISTIN GPI IT T•rlDr LI\ /Ar cvc -ter.., Ci iA 1 , REUSED. THE G.0 SHALL VERIFY THE CO'. r OF ALL "VAC ITEMS AND r REPORT Ai pITT E OUTFITTERS. SEE SPECS. Aa ~ JUS"'i 13, AMERICAN EAGLE OUTFITTERS SHALL P2DVU)F FrIP THE G.C. TO INSTALL A NEW SPLIT H` SING UNIT AND ROOM MOUNTED AIR IA: OMIr TF,D :QUAT�LY CONDITION THE SPACE. UN NCE WITH LANDLORD REQUIREMENTS. PROVIDE NECESSARY STRUCTURAL REINFORCING AND PREFAB ROOF CURB. SEE THE SPECS AND CHART ON THIS DRAWING. 14. _ND LANDLC €5. THE G.G. SHALL LANDLORD. ALL "ED $ PROVIDED NE.N. 1 . THE _ C ; OMITTED _ N, XISTI G �.. �����. ER ON THE E�.�, CONDENSING UN ITTED )LER AS SHOWNI. ,-„.e.,,A,>F i LINES WITH 17, THE G.C. SHALL INSPECT THE EXISTING VAV BOX(ES ), ETC. AND SHALL ADVISE A'"IERIG... - THE MANUFACTURER, MODEL NO., CEP 0 INSTALL ALL DL BOXES. IF THE u.C. COOLING, HE SHALL M SHALL FURNI51 -I A STREA M OF THESE ND VAV : rikk 1 I HL Et UlVMEN- CANNOT PROVIDE ADEQUATE NOTIFY AMERICAN EAGLE OUTFITTERS IMMEDIATELY. THE LANDLORD WILL FURNISH AND INSTALL TPF_ 1/4V a?QXES AT THE FF'RQX .�i A ! E OMITTE I SUITABLE FOR ALL DUCTWORK. COORDINATE ALL WORK WITH THE LANDLORD DE EXIST ING BOXES ARE ALL FURNISH AND INSTALL OF THESE. VAV BOXES. TENANT SHALL APPROXIMATE L D /C I WOR K SHOT VAV BOXES, AN.- ,.e..Ar , stt :r11; V ITTE - NEV VAV BOXES AT THE 'URNISH! AND INSTALL ALL .iPPLY AIR DUCT TO THE 20. TENANT SHALL PI I2ricF n!":i,.. i /A,, �nvcr_ •-'-," ... ;E LAN Q Rte. AND THE DL G.C. SHALL INS. )CATIONS SHOWN. THE G.G. SHALL FUR O�ITTED HON OR REQUIRED FROM THE MALL _ .... __XE , AND DOf1N STREAM OF THE VAV FOXES 21. THE EXISTING ROOFTOP HVAC SYSTEM MAY BE REUSED. THE G.C. SHALL VERIFY THE CONDITION, CAPACITY, AND SUITABILITY OF ALL HVAC ITEMS AND REPORT ANY DEFICIENCIES TO AMERICAN EAGLE OUTFITTERS. SEE SPECS. ADJUST UNIT TO DELIVER CFM AND BTUH COOLING AS SCHEDULED. NOTIFY AMERICAN EAGLE OUTFITTERS IMMEDIATELY IF THE EXISTING EQUIPMENT CANNOT PROVIDE ADEQUATE, EVEN, RELIABLE COOLING AT THE CONDITIONS NOTED ON THE CHART. 22. THIS G.C. SHALL it.JEPERT _EM SERVING T -U$ SPACE AND DETt ERMINI I-i AN ECONOMIZER. IF NOT SG EQUIPPED, 1 O1/i1TTE NATE NO. 1 THE AMOUNT TO BE ADDED • _. ,..... -,ND INSTALLING AN GQNoMiZE.R. 23. TENANT SHALL PROVIDE AND CONDITIONING U' .. _.. UNIT SHALL BE G.C. SHALL PRO TENANT SUPPLILs i 3 DRA PIING. THE G.C. SHALL INSTALL A NEW ROOFTOP AIR rELY CONDITION THE SPACE. LANDLORD REQUIREMENTS. =ORCING AND INSTALL v ✓r sums. sue: 5 'ECS AND CHART ON THIS ITTED 24. T HE LANDLORD Wlt " Ali? '"Ir21 -A ' " "" 'TOP HVAC UNIT AT THE APPROXIMATE 1 )RN(SH AND INSTALL ALL DUCTWORK SHC OMITTED . COORDINATE ALL WORK WITH THE LANE 25. THE G.C. SHALL INSTALL THE THERMOSTAT WHERE SHOWN ON THE DRAWING, AND ALL CONTROL WIRING. 26. DRAG.C. , SHAL OMITTED 1HERE SHQNN ON THE 27. THE G.C. SHAL M THE LANDLORD AND SHALL INSTAL! TEND WIRING FROM THERMOSTAT(`. ITTED ;Y CONNECTIONS. PROVIDE ALL POWER WI 28. THE G.C. SHALL COOPERATE AND COORDINATE WORK WITH THE LANDLORD AND OTHER TRADES AS REQUIRED TO PROVIDE A FULLY OPERABLE COOLING AND HEATING SYSTEM. TI-115 CONTRACTOR SHALL PROVIDE ANY ADDITIONAL WORK OR MATERIAL REQUIRED. 2q. ALL DUCTWORK SHALL BE WRAPPED WITH INSULATION PER THE SPECIFICATIONS. NOTE: "OPEN" CEILING CONDITIONS SHALL NOT HAVE INSULATED DUCTWORK (NEITHER INTERNAL NOR EXTERNAL INSULATION UNLESS OTHERWISE NOTED) 30. ALL NEW DUCT INSULATION SHALL BE USED IN ACCORDANCE WITH THE SPECIFICATIONS AND OTHER NOTES ON THE DRAWING. REPAIR ANY DAMAGED INSULATION AND INSULATE ANY NEW DUCTS. EXISTING DUCTWORK INSIDE THE SPACE MAY BE REUSED IF IN GOOD CONDITION, THE PROPER SIZE, AND PROPERLY INSULATED. SEE SPECS. 31. ALL DIFFUSERS AND GRILLES SHALL MATCH THE CEILING AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 32. ALL BRANCH TAKE -OFFS TO HAVE A MANUAL DAMPER. 33. THE TENANT ALL A NEN TOILET EXHAUST FAN/ OM GS AND CALLED FOR IN THE SPECS. 4. THE EXISTING TOILET EXHAUST SYSTEM BEING REUSED SHALL BE COMPLETELY CLEANED, INSPECTED, AND LUBRICATED. REPLACE ALL FAN BELTS, ADJUST AND BALANCE. 3 . LANDLORD'S T EVED TO BE EXISTING. EXTEND EXHAU OMITTED THE EXISTING CONNECTION POINT. CQNNEC I TO LANDLORDS DUCT. 36. EXISTING EQUIPMENT NOT USED FOR THIS PROJECT SHALL BE DISCONNECTED AND REMOVED. CAP AND SEAL DUCTS, PIPES, AND ROOF OPENINGS AS REQUIRED. 37. THE EXISTING PLUMBING SYSTEM FOR THE TOILET ROOM SHALL BE REUSED. THE G.C. SHALL VER I FY T H AT ALL PIPIN G, DRAINS , FIXTURES , AND WATER HEATERS ARE IN GOOD WORKING ORDER. NOTIFY AMERICAN EAGLE OUTFITTERS' REPRESENTATIVE OF ANY ITEMS WHICH ARE IN QUESTIONABLE CONDITION. REPLACE AS DIRECTED. INSTALL FLOOR DRAIN IN NONE IS EXISTING. INSTALL MIXING FAUCET. 3B, THE EXISTING PLUMB NG SYSTEM SHALL Bir Ft1~,FD AS MUCH AS FOSS!,;LE. THE G.C. SHAL FIXTURE, AND WATER HEATERS ARE OOMITTED rERICAN rEAGLE OUTFITTERS R EH ARE IN QUES T IONASLE CONDITION. REPLACE AS DIRECTED. 3 HE G.0 SHALL "E-EE" ' "_, , -- - .. , ._ XACT LOCATION FOR SANITARY TAP p PITTED BE FISTING PATCH ALL CONCRETE INSII ?UIRED BY THE NEB; SANITARY SYS` _, 44. THE EXISTING CHILLED/ 'TM lc -^ n`"NDIT!ONED AS FOLLOWS: ® CHEMICALLY CLEAN PRESSURE CLEAN O ITTED ND HOUSING. CHECK ENTIRE UNI1 1 • ` . _..__. .'1ETAL PANELS AND FRAMEWORK NITH NEN FASTENERS OR TACK NEED AS NECESSARY. • CHECK CONDENSATE PAN AND INSULATION LININGS- REPLACE AS NEEDED. ® CHECK CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS. REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION. • REPLACE FILTERS WITH NEN FARR 38/30 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED NITH FILTER FRAME RACKS. CHECK FLOWER SHAFT AND BEARING- LUBRICATE AND /OR REPLACE IF NECESSARY. • REPLACE ALL BELTS. ADJUST BLOWER RPM AS REQUIRED, CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH -UP PA NT ANY BARE OR RUSTED AREAS. -CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS DAMPERS, AND LINKAGES. VERIFY AMPERAGE DRAW IS WITHIN PLATE DATA ON ALL MOTORS. INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING - REPLACE WIRING AS NEEDED. CHECK SHEAVES AND PULLEYS FOR UNUSUAL NEAR AND ALIGNMENT- REPLACE OR ADJUST AS NEEDED. CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) CHECK COILS FOR LEAKS. • INSULATE ALL CHILLED /__ WATER PIPING. INSTALL THERMOMETERS ON SUPPLY AND RETURN LINES. CHILLED!__ PIPING, CONTROLS, AND GAUGES SHALL BE BROUGHT INTO COMPLIANCE WITH THIS DRAWING. REPLACE CONTROL VALVES, BYPASS VALVES, STRAINERS. PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK. PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING. 45. THE EXISTING VAV BOX(ES) SHALL BE RECONDITIONED AS FOLLOWS: • CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK KITH dEGESSARY. CLEAN INSIDE AND OMI TTED PAINT ANY BARE OR RUSTED AREA ZATION OF MODULATOR DAMPER nu! S DAMPERS, AND LINKAGES. INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING - REPLACE WIRING AS NEEDED. CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) • PRESSURE. CLEAN HOT WATER REHEAT COIL (IF APPLICABLE) • CHECK HYDRQNIC VALVE REPLACE IF NECESSARY (IF APPLICABLE) • CHECK DAMPER MOTOR OPERATION- ADJUST AS REQUIRED. ffi VERIFY PROPER OPERATION OF DAMPERS, • CHECK LINKAGE AND LUBRICATE- REPLACE AS REQUIRED. • CHECK VELOCITY RESET CONTROLLER AND ACTUATORS • VERIFY PROPER OPERATION (IF APPLICABLE) • ADJUST MAXIMUM AND MINIMUM CFM SET! T(NG PER SPECIFICATIONS ON THIS DRAWING. PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING. 40, THE G.C. SHALL FIELD VERIFY EQUIPMENT LOCATIONS AND COORDINATE DUCTWORK INSTALLATION WITH EXISTING MECHANICAL LINES. A1, THE C.C. SH,w,E j __ __ _....._ FOR T! ! PROVISION OF OPENINGS Ilt Z. YEf\ r 0. NU' SER, .6i!15, AND LOCATOONe OMITTED. "X1" NM MESH SECURITY SCREENS. 42. THE EXISTING SPLIT SYSTEM SHALL BE RECONDITIONED AS FOLLOWS: CHEMICALLY CLEAN, CONDENSER AND EVAPORATOR COILS. PRESSURE - - "IBLY, AND HOUSING, CHECK, ENT. �ITTF D SHEET METAL- PANELS AND FRAMEV4OR 1 :L D AS NECESSARY. CHECK CONLAAsA: rf-:r )-t.' iiwut ; iu'ti LININGS-REFL.-AC:: AS NEEDED. CHECK, CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION, = REPLACE FILTERS WITH NEN FARR 38/98 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED WITH FILTER FRAME RACKS. CHECK BLOWER SHAFT AND BEARING-LUBRICATE AND /OR REPLACE IF NECESSARY. • REPLACE ALL BELTS. • ADJUST BLOWER RPM AS REQUIRED. • CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH -UP PAINT ANY BARE OR RUSTED AREAS. -CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS DAMPERS, AND LINKAGES. • CHECK COMPRESSOR OPERATION- INCLUDE AMPERAGE AND MEG READINGS, • VERIFY THAT REFRIGERATION PRESSURES ARE WITHIN MANUFACTURERS SPECIFICATION FOR EFFICIENT OPERATION, CHECK OiL FOR ACID USING APPROVED OIL TEST KIT-NOTIFY AMERICAN EAGLE OUTFITTERS. IF ACID TEST INDICATES UNACCEPTABLE CONTAMINATION. AND DEVICES-VERIFY OPERATION- INCLUDES C C�> AL:- GQ" i ROES nhD SAFETY PROPER THERMOSTATS:, C I 1 A N LOW 3 ALL �Id;ri n. �D r_v�'�t Pf � =.'bSLIR= 'SAFETIES ETC. C. VERIFY AMPERAGE DRAN 15 NI THIN HIN PL A I E DATA ON ALL MOTORS. . INSPECT AND TIGHTEN ALL CONTROL. AND LINE VOLTAGE CONNECTIONS AND WIRING - REPLACE WIRING AS NEEDED. CHECK SHEAVES AND PULLEYS FOR UNUSUAL NEAR AND ALIGNMENT • CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) REPLACE OR ADJUST AS NEEDED. PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS' OR FINDING, 43. THE EXISTING ROOFTOP UNIT SHALL BE RECONDITIONED AS FOLLOWS: • CHEMICALLY CLEAN, CONDENSER AND EVAPORATOR COILS. • PRESSURE CLEAN FAN SCROLLS, BLOWER ASSEMBLY, AND HOUSING. • CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK WITH NEW FASTENERS OR TACK WELD AS NECESSARY. • CHECK CONDENSATE PAN AND INSULATION LININGS- REPLACE AS NEEDED. • CHECK CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS. REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION. • REPLACE FILTERS WITH NEW FARR 30/30 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED WITH FILTER FRAME RACKS. • CHECK BLOWER SHAFT AND BEARING - LUBRICATE AND /OR REPLACE IF NECESSARY. • REPLACE ALL BELTS. • ADJUST BLOWER RPM AS REQUIRED. • CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH -UP PAINT ANY BARE OR RUSTED AREAS. • CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS DAMPERS, AND LINKAGES. • CHECK COMPRESSOR OPERATION- INCLUDE AMPERAGE AND MEG READINGS. • VERIFY THAT REFRIGERATION PRESSURES ARE WITHIN MANUFACTURERS SPECIFICATION FOR EFFICIENT OPERATION. • CHECK OIL FOR ACID USING APPROVED OIL TEST KIT - NOTIFY AMERICAN EAGLE OUTFITTERS IF ACID TEST INDICATES UNACCEPTABLE CONTAMINATION. -CHECK ALL CONTROLS AND SAFETY DEVICES- VERIFY PROPER OPERATION- INCLUDES ALL THERMOSTATS, HIGH AND LOW PRESSURE SAFETIES ETC. - VERIFY AMPERAGE DRAW IS WITHIN PLATE DATA ON ALL MOTORS. • INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING - REPLACE WIRING AS NEEDED. • CHECK SHEAVES AND PULLEYS FOR UNUSUAL WEAR AND ALIGNMENT - REPLACE OR ADJUST AS NEEDED. • CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) -CHECK GAS CONTROLS, HEAT EXCHANGERS, BURNERS, PILOT, IGNITION VALVES AND SAFETY CONTROLS (IF APPLICABLE). • PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING. 46. IF REQUIRED BY THE LANDLORD OR LOCAL BUILDING CODES, THE G.C. SHALL COORDINATE WITH ALL TRADES TO FURNISH AND INSTALL A FIRE AND SMOKE DETECTION SYSTEM INCLUDING BUT NOT LIMITED TO, SMOKE DETECTORS, SMOKE EXHAUST FANS, VISUAL AND AUDIBLE ALARMS, ETC. ALL EQUIPMENT MUST BE FULLY OPERABLE AND MEET LANDLORD AND LOCAL BUILDING CODE REQUIREMENTS. CONTACT THE AMERICAN EAGLE OUTFITTERS REPRESENTATIVE WITH ANY DISCREPANCIES OR MISUNDERSTANDINGS. 47. ALL ROOF WORK SHALL BE ACCORDING TO THE LANDLORD'S REQUIREMENTS. ROOF WORK TO BE PERFORMED BY THE LANDLORD'S ROOFING CONTRACTOR AT THE G.C.'S EXPENSE. 48. ALL EQUIPMENT 51-1ALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND /OR RECOMMENDATIONS, AND GOOD INDUSTRY STANDARDS. IF THERE IS A CONFLICT, CONTACT AN AMERICAN EAGLE OUTFITTERS REPRESENTATIVE IMMEDIATELY. EXISTING EXHAUST FAN SCHEDULE MARK DESCRIPTION CAPACITY LOCATION EF -1 PENN VENTILATOR INLINE FAN ZEPHYR Z -6 120 -1 -60 82 CFM 0 0.25" SP TOILET ROOM LOCATION NOTES SD -1 SUPPLY DIFFUSER 18x18/124) 24x24 300+ A4 EXISTING GRILLE, REGISTER $ DIFFUSER SCHEDULE MARK TYPE NECK SIZE FACE SIZE CFM PATTERN MANUFACURER MODEL LOCATION NOTES SD -1 SUPPLY DIFFUSER 18x18/124) 24x24 300+ A4 TITUS TDC SALES W/ O.B.D. SD -2 SUPPLY DIFFUSER 12x12/84) 24x24 225 S2 TITUS TDC FITTING W/ O.B.D. SR -1 SUPPLY REGISTER 18x12 18x12 225 - -- TITUS 271RS STOCK W/ O.8.D. RG -1 RETURN GRILLE 24x10 26x12 525 - -- TITUS 50F SALES LENNOX LHA1201-1 RG -1 RETURN REGISTER 18x12 18x12 450 - -- TITUS 13RL STOCK W/ O.B.D. MECHANICAL RESPONSIBILITY SCHEDULE DESCRIPTION FURNISHED INSTALLED 0 1 Z 6 �', u-i REMARKS VAV BOX(ES) SUPPORT(S) FOR VAV BOX(ES) AHU MIXING BOX, MOTORIZED DAMPERS AHU MIXING BOX MOTORIZED DAMPER ACTUATORS CONDENSING UNITS CURB / STR. SUPPORTS FOR COND. UNITS ROOF TOP UNITS 2 EXISTING RTU'S TO REMAIN ROOF CURB / CURB ADAPTER AS REQ'D STRUCTURAL SUPPORT FOR RTU AS REQ'D CHILLED WATER AHU'S DIFFUSERS AND GRILLES RELOCATE IF REQUIRED AND AS SHOWN FIRE DAMPERS WALL FIRE / SMOKE DAMPERS LOW PRESSURE DUCTWORK HIGH / MEDIUM PRESSURE DUCTWORK TEMPERATURE CONTROL SYSTEM, WIRING RELIEF AIR / MAKE UP AIR MOTORIZED DAMPERS RA / MUA MOTORIZED DAMPER ACTUATORS SMOKE DETECTOR(S) IN RETURN AIR DUCT ZONE DAMPERS DUCT HEATER(S) UNIT HEATERS RETURN AIR FAN OUTSIDE AIR INTAKE RELIEF AIR FAN OR HOOD ROOF PENETRATIONS T OIL ET FAN( S) FAN S ) TOILET EXHAUST DUCTWORK AIR BALANCE REPORT SPRINKLER PIPING / MODIFICATIONS SPRINKLER HEADS AND ESCUTCHEONS PLUMBING FIXTURES SAN, CW, HW, PIPING AND WATER METER WATER HEATER ROUGH -IN AND FINAL CONNECTION AIR CURTAIN(S) TEMPERATURE CONTROLS EXISTING ROOF TOP UNIT SCHEDULE MARK COOLING CAPACITY MIN. OA SUPPLY FAN DATA EVAP. COIL DATA HEATER DATA (KW) CONDENSER FAN DATA COMPRESSOR DATA ELECTRICAL DATA BASIS OF DESIGN NOTES TOTAL (MBH) SEN. (MBH) NOM. (TONS) CFM CFM TOT. S.P. (IN W.G.) FAN RPM HP EAT DB /WB LAT D5 NO. FLA TOTAL NO. RLA. EACH V. PH. MCA ERTU -1 130.4 118 10 850 4000 .8" 680 2 77/67 55 15 2 4.8 2 17.3 208 3 50 LENNOX LHA1201-1 O I 0 ERTU -2 130.4 118 10 850 4000 .8" 680 2 77/67 55 15 2 4.8 2 17.3 208 3 50 LENNOX L1-1A120H O O O 0 FACTORY CURB M 2. ECONOMIZER 3. SMOKE DETECTOR cm,iT FEB 0 2 2012 PERMIT NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3405 ENN TN L. BUTTS STATE OF WASHINGTON JAN 242012 V I A MEC-4ANICAL ETA Store No. 47 Drawn by: Approved Drawing No. M.0.200 GENERAL PLUMBING SPECIFICATIONS GI. MATERIALS (a) All materials shall be new and the best of their respective kinds, and shall conform to all standards or regyirements governing the same, and shall be approved by Tenant's Construction Department before being installed. Where specific manufacturer or trade name is mentioned in the specifications, it is to establish a standard of cplity. Substitution of other makes that may be judged egpal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. (c) All materials shall be in accordance with code reqpirements and as follows: (b) (c -I) Domestic hot water lines and cold water lines shall be copper tubing with soldered fittings and adapters. Above ground copper pipe shall be hard temper Type L. Underground copper pipe shall be soft temper Type K. Use solder for connections underground. (c -2) Valves 2" and smaller shall be of brass body. Valves 2 -1/2" and larger shall have cast iron bodies and bronze sterns and seats, brass trimmed, and may be either gate, or globe with Jenkins disc. Type depends upon which is most suitable for the application. (c -3) Shut -offs shall be straightway finished brass compression stop and waste cocks. (c -4) Valves and cocks shall be Apollo, Jenkins, Crane, Powell, Walworth, or approved eqpal, good for a working pressure of 125 psi. Valves shall be installed with union near same to permit easy removal. (c -5) Unions on joints up to 2" diameter shall be 300 Ib. Kewanee, Dart or Crane ground joint unions. Unions on pipe 2 -1/2" and above shall be standard companion flanges. Unions on copper lines shall be brass. Furnish and install Epco #5 isolating unions with Durabla gasket between runs of copper and steel pipe or eqpipment. Dielectric couplings are not permitted. (c -6) Soil pipe and fittings shall be service weight cast iron coated with asphaltum. (c -7) Waste and vent piping above ground shall be service weight cast iron or galvanized steel with recessed cast iron drainage fittings coated with asphaltum, or DWV copper. (c -8) Floor drains shall be Josam's 30000 -AJ Series or approved egpal with 5" diameter CP brass strainer and C.I. trap, or with 7" diameter CP brass funnel strainer and C.I. trap as indicated on the plans. Note: Caulk and seal around perimeter. (c -g) Cleanouts in floor shall be Josam 56000 Series or approved egpal, set in locations as reqpired. Cleanouts in areas receiving wood flooring shall be set flush with finished floor and shall have brass cover plates. (c -10) Pipe sleeves shall be two pipe sizes larger than pipe, and shall be wrought iron through masonry walls or beams, and galvanized iron in all other locations. (c -11) Pipe hangers shall be expansion hangers with sectional rings. Piping on wall shall be supported with standard hook plates. Spacing of hangers shall be as reqpired. (c -12) Escutcheons on piping through walls, floors and ceilings shall be adjustable type split CP brass except in service portions which shall be cast iron, plain finish. G2. FIXTURES (0) Fixtures shall be Class 'A' vitreous china porcelain enameled cast iron as indicated in the Supplemental Specification and shall be unmarked, clear, smooth and bright, and shall be guaranteed not to crack, discolor, or scale. Fixtures, fittings and installation shall comply with ADA regulations. Fixtures shall be Kohler Co., as listed in the Supplemental Specification, Eljer, Elkay, Crane Co., or approved egpal. The rims, fronts, and all exposed parts of lavatories, urinals, service sinks, water closets, drinking fountains and other fixtures shall be covered an d protected with suitable guards and building paper and such shall be maintained until completion of the work. This protection shall be installed immediately at the time of setting the plumbing fixtures and shall be removed only when directed by Tenant's Construction Department. The G.C. shall be responsible for all damage to fixtures and shall make good any damage without additional cost to the Owner. The General Contractor shall install all fixtures complete, with all reqpired water, waste aid vent connections, together with all fittings, structural supports, faucets, valves and traps. All faucets shall have renewable units, seat and barrel. Faucets, exposed fittings, valves, etc., and exposed piping at fixtures shall be chrome plated brass. Pipe shall be brass pipe of standard iron pipe sizes, chrome plated and fitted with chrome plated brass escutcheons of approved design. G3. CHARACTER OF PIPE WORK (a) All soil and waste lines shall have a uniform drop of not less that I/8" per foot. (b) All connections to domestic hot water and cold water branches shall be taken off the mains with approved swing joints. Valve each branch at the main. Valve each group of fixtures. (c) All exposed piping shall be installed neatly in straight lines parallel to the building lines and as close to the walls and ceilings as is consistent with good workmanship. All openings in pipes must be capped or plugged during the Construction. (d) The Contractor shall offset his work as directed in order to allow other Contractors to install their work, to avoid interference with other piping or ducts, and to conceal the pipes more readily or to allow for greater head room under the pipes. (e) All piping in finished rooms shall be concealed in ceilings, partitions, or chases where possible, and as directed. G4. PIPE INSULATION (a) All domestic cold and hot water lines shall be covered with I" thick Fiberglass sectional pipe covering, with factory- applied jacket, or 3/4" thick Armaflex. Hot water supply and drain pipes under lavatories shall be similarly insulated. (b) Valve bodies and fitting the above covered lines shall be covered with 1" thick molded glass fiber insulation wrapped firmly under compression 2:1 with copper class wire. Finish with 8 oz. canvas jacket smoothly pasted on. Provide vapor barrier for lines. (c) Repair damage to present insulation where new connections have been made, in conformity with the above specifications. (d) All insulation shall be Owens- Corning, Certaintee, Manville or approved eghal. PLU`�B JOB SPECIFIC PLUMBING SPECIFICATIONS SI. PLUMBING SPECIFICATIONS a. The G.G. shall inspect the existing plumbing system and shall place into first -class condition. Rod out all waste lines. Install new washers in faucets, clew and rebush traps. Check for leaks. b. The G.G. shall inspect the hot water heater and replace if in questionable condition. Drain, flush and check thermostat and relief valve. c. Install the floor drain and convert to funnel type if required. Extend condensate drain and water heater pressure relief drain to floor drain. Install a trap Primer. 62. SERVICE FAUCET a. Fu u �nis OMITTED A.0.110 HAINICAPPED MATER CLOSET a, r iris? ay tenant Et9tr :E_ 3 A.Q.Et(i OMITTED HANDICAPPED LAVATORY PurnisE ' A,0.1E0 OMITTED ar 1 SERVICE Furnished by tenant, installed by C ( p1��,1�� ___ OMITTED t A.0.110 ERV' ;CE BASIN ris'h by tenant- OMITTE t A.0.110 S7. TAIN FOUN AN: ;GAFFED DRINKING OMITTED F XTLIRE CONNECTIONS (c) Each Fixture shall have a s, prevent ezcecsive pressure -. % The size of plpirq, connections tc fixtures 4 u'r valve at Feu: e Dr inking Fountain Moo Baslr Service Sink WASTE WATER! COLD k4ATER T 1/2:1 1/2, . 1/211 3,F 2' 1/2' �c) The sizes are far short branches only; main it 1a tailed of the 5iz a5 ii?divatea on the plats, cr sate antd local cozies. snarl be regiirec by Ss,. (b) Rlt WATER HEATER Furnish and install in location as indicated on L -6s), Loehinvar or approved equal glass Bate s Gallon storage capacity, 1500 LL r 1E3 volts, single phase; 60 cycle, A.C., measure arts tF rmostattc rellem valve oirl 4TITTE4 ,lcrt, A.O. Smith 11rd electric water meter capacity, wired °tt lete with c©mbinatia discharge over 221 aluminum ;red for a complete plan, del S- 30L1I10VAC ar approved ual, electric ws"r heater, B000 watt heater capacity, wired for Ely volts, single phase_ 6O cycle, A.G.; complete with all fittings and controls as respired fora complete automatic s {stem. Chrorc ite Laboratories; • Ina; 21Oi1 S. Figueroa; Carson, CA 80745, 800 -447- 4462). Toilet tissue ELET ROOM ACCESaO be Babrick ITTE 506x42, satin fir ;ish 15 qa, semi dual roll toilet stainless steel. Cinrorne plated plastic spindle, NOTE: SEE SHEET A.0.110 FOR ELEVATIONS AND RESPONSIBILITY SCHEDULE FOR PLUMBING RELATED ITEMS. L \G SFEC F CAT O\S/ETA GENERAL PLUMBING NOTES 1. THE EXISTING PLUMBING SYSTEM FOR THE TOILET ROOM SHALL BE REUSED. THE G.C. SHALL VERIFY THAT ALL PIPING, DRAINS, FIXTURES, AND WATER HEATERS ARE IN GOOD WORKING ORDER. NOTIFY AMERICAN EAGLE OUTFITTERS' REPRESENTATIVE OF ANY ITEMS WHICH ARE IN QUESTIONABLE CONDITION. REPLACE AS DIRECTED. INSTALL FLOOR DRAIN IN NONE IS EXISTING. INSTALL MIXING FAUCET. THE EXISTING PLUMBING SYSTEM THE G.C. SHAT E ,— WATER HEATE OUTFITTERS' CONDITION. RE _. 3. THE G.C. G# A, I AS SANITARY O� REQUIRED 1 4. FIRE EXTINGUISHERS A, SUPPLY AND INSTALL ALL FIRE I TT ! G T ED. ED AS MUCH AS POSSIBLE. FIXTURES, AND OTIFY AMERICAN EAGLE rxHICH ARE IN QUESTIONABLE EXACT ;w.00A,TIOP>l ITTED DE AND OUTSIDE T . EXTINGUISHFF'P= LEVITT SAFE o C. WHERE IN FOR FLUSH Ml.: »' ! sl INGUl5HERS A ED BY SPACE E 1 TT'1 y"' -! � :1 CR EQLAI� I'� Ck=U� CAP 1�"�1 I!vG f3RACKETS. r;ju1UF RECESSE D 1ITABLE MODEL 1028 OR EQUAL 1N LEVITT SAFE"" ` O CHUB B. CONNECT TO F.XIS T ING VALVED COLD WATER f WITHIN AMERICAN EAGL DEMISED PREMISE, VERIFY LOCATION WI`°`I1 LAV C FLOOR DRAIN CONNECT TO EX;S' STUB WITHIN AIM DEMISED PREMISE VERIFY LOCATION 4" VENT CONNECT TO EXISTING L.L. VENT SYSTEM VERIFY EXACT CONNECTION LOCATION AND CONDITIONS. O ET LS WATER rEATER. ABOVE TOILET ROOM CEILING, SEE NOTES, PIPING DIAGRAMS, AND SPECS NG AINiTAR1° CAN EAGLE'S WITH L.L. REP, N.,.S PROVIDE. TRAP PRIM AT FLOOR DRAIN SANTA CLEAN-OUT F.i DIA I VENT CONNECT TO EXISTING L.L. VENT SYSTEM VET :i -Y EXAC`" CONNECTION LOCATION AND CO'N ITIONS. CONNECT TO EXISTING SANITARY STUB WITS ?IN AMERICAN EAGLE'S DEMISED PREMISE, 1% VERIFY LOCATIONI.''41TH LL. REP, CAL NOTES : ALL DRAIN Pi FING PENETRATING THE FLOOR Ml BE SEALED PF.R LANDLORD .CRITERIA, NOTE: ANY NEW FLOOR PEINE ? RATIONS MUST BE COORDINATED W'TH LANDLORDS STRUCTURAL, ENGINEER PRIOR TO MAKING ANY CORE DRL.LS. SEE LANDLORD'S COVER SHEET CTTG,0) FOR CONTACT INFORMATION, NOT FOR REQt IF REQUIRED, THIS CONTRACTOR I5 RESPONSIBLE URNISHING A WATER METER PER LANDLORD IREMENTS IN AN ACCESSIBLE - L()CATION, SALL VALVE (TYP) UNIO1 c GALLON ELECTRIC WATER HEATER ON DECK ABOVE TOILET ROOM. SEE CHART, NOTES. AND SPECS P/T RELIEF VALVE EXTEND DRAIN TO F,D. SAME SIZE AS VALVE --- DISCHARGE STRAP WATER HEATER TO STUDS DEEP GALVANIZED PAN W /SOLDERED JOINT SAFE WASTE TO FLOOR N. NOTES : A EXP SHALL OR ABR CO.N'NECT TO XIST1NG VALVED COD WAFER 5 WITHIN AMERICAN EAGL: `S DEMiSEO PREMISE, VERIFY LOCATION WITH L.L. WATER AND DRAIN Pt ING U`ND, R HE LAV UL.ATED TO AVOID CONTACT H SHARP SURFACES, EXISTING TOILET ROOM TO REMAIN AS IS. FIXTURES & FANS SHALL BE REFURBISHED AND CLEANED PER NOTES & SPECS. FrApAre. ReQuilisf.) APPnAND crtvMu FEB 022012 PERMIT CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4:4g ZE-I 44orti gO wo 4:4 L H [r /w� M cd 1-4 g4) UN c v a71-;(NI °° ,„,c1) Q X 3405 REGISTERED AR I N -H L. BUTTS STATE OF WASHINGTON JAN 2 4 20121 W O 0 E—+ 0-- 4 L Pxo czt E-4 4E2 rs� 0 0-4 -Q v O W to Z Q O n Store No. 47B Drawn by: Approved Drawing No. P.0.100 25' -2" 87' -0" 4'4" 0 1-' 7 77 7: a---7 as � 101 101 7: F -7. A L_21 L� 0 O r r. I 77 77: -7 77 \7 \7 II 7777 :- 7 77 ==4;6===4)====i6===46== = === =Q= = == = = = === =Q= = == === =Q=== =Q= = == 45F _° 101 101 cittp. II II II II II II II , II 11 II 11 II II II u II (Th O ® / cD II II --77-7 77 77 sit =Q= q == __= === =Q= = == = == ====Q====:=== =Q==== 9==== :=== =Q==== Q== = ==&__ II I' II II II III II II III II II II II II II II / 0 \ 0 O O 0 i 0 == = == ==== Q`=== = : = = == ==== Q==== O_ __ ===== Q`==== O= = =4)= = = =Q= = = =O__ \ / L_.L_lL_ L i —T- /%7 —TF -77' L-] L21L_ L—i /LA L i 0 \ F -7\ a c L AL_A L_ L i II H F.� k zi II II II II II III ii II II II , II II II II II II II 8— \ / 0 / n n ux uz 1 0 i \ ==46===4)====96===46===4)====9= = = =O === === =9==== :=== =Q==== Q= == = : == 6. 7c-7T- 7aa A ]L II L2 2 L_] L__] it n r` 11.. Y u• . • H r`-41- -II. • • II. r`a 1 ;NI •. • • II N:41. • 12' -2" 24' -0" 24' -0" 24' -0" 24' -0" 4' -0" 1121-2' Aco ora n 116' -8" NOTE REGARDING SPRINKLERS: • G.C. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING SPRINKLER PIPING AND INSTALLING NEW PIPING AS REQUIRED TO ACCOMMODATE THE INDICATED CEILING HEIGHTS ON SHEET 'A.0.2001. • IF SPACE DESIGN INCORPORATES AN "OPEN CEILING" (NO CEILING, OPEN TO STRUCTURE ABOVE), G.C. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING SPRINKLER PIPING AND INSTALLING NEW PIPING AS REQUIRED TO ACCOMMODATE THE LIGHT FIXTURE HEIGHTS DETAILED ON SHEET 'E.0.100'. 0 EXISTING SPRINKLER HEAD TO BE RELOCATED AS SHOWN. (SPRINKLER HEADS LOCATED UNDER ENTRY PORTAL SHALL BE PREFINISNED BLACK) • • EXISTING RELOCATED PREFINISNED WHITE CONCEALED SPRINKLER HEAD EXISTING TO REMAIN PREFINISNED WHITE CONCEALED SPRINKLER HEAD EXISTING RELOCATED OR NEW PREFINISNED WHITE RECESSED SPRINKLER HEAD EXISTING TO REMAIN PREFINISNED WHITE RECESSED SPRINKLER HEAD EXISTING TO REMAIN BRASS PENDANT SPRINKLER HEAD FIRE PROTECTION PLAN SCALE: 1/4" 1' - 0" THE EXISTING SPACE I5 BELIEVED TO BE FULLY SPRINKLERED, BUT THE HEAD LAYOUT IS UNKNOWN. THIS DRAWING SHOWS AN ORDINARY HAZARD LAYOUT. HOWEVER, TI-115 G.C. SHOULD INSPECT THE SPACE, DETERMINE THE EXISTING HEAD LOCATIONS AND DEVELOP A NEW LAYOUT WHICH WOULD UTILIZE AS MANY EXISTING HEAD LOCATIONS AS POSSIBLE. THE G.C.'S LAYOUT MUST COMPLY WITH ALL APPLICABLE CODES AND THE LANDLORD'S REQUIREMENTS. (HEADS NOTED ON THIS DRAWING AS 'NEW' MUST BE INSTALLED WHERE 51-101AIN.) SUBMIT SIX COPIES OF THE DRAWINGS TO THE LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT TWO COPIES OF THE APPROVED DRAWINGS TO THE LANDLORD AND TWO COPIES TO AMERICAN EAGLE OUTFITTERS. 1 02z S *Vitt 16* '90 4410 4zt, mt. 40 cy FEB 0 22012 NOTE CENTER DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 1-4 4q41 zE-1 <4E- "%a E-1 W 0 4=4 REGISTERED ARCHITECT JAN 4 2012 Store No. 47 Drawn by: Approved Drawing No. FP.O.. 100 EXERGY VIA A AGLME\ T SYSTEM BY ROTH BROS., INC. FOR E CAN EAG OUL 1 SOUTHCENTER SHOPPI \G CE TUKWILA, WA SPACE #200 DRAWI \G I \DEX II 1 TER DRAWING NUMBER DRAWING DESCRIPTION T.O.001 COVER SHEET T.0.100 FLOOR PLA\ WITH EVS IATA T.O.2C0 A\DCVEP SYSTEV ARCHITECTURE T.0.300 VAI\ A\9OVER \TERFACE PA \EL T.0.400 EPTU-1 & ERTU -2 CO\TROLLEP \RUT WP\C DETAILS T.0.500 EPTU— & EPTU-2 CO\TPOLLEP OUTPUT WP\C DETAILS T.0.600 GE SOFTWIRE PA \EL DETAILS 1.0.700 GE SOFTWIRE PA \EL POCPAVV\C & WP\C DETAILS T.0.800 SPECIFIC SE \SOR WR\C DETAILS REVIEW ALL DRAWI \GS BEFORE STARTING EMS IXSTALLATION PLEASE CALL ROTH BROS. FACILITIES AUTOMATION DIVISIO\ WITH AMY QUESTIO \S AT 1 800 - USA -ROTH I�OTI� * HVAC SERVICE * ENERGY VA \AGEVE \T * ROOFI\C * HVAC CO\STRUCTO.\ YOUNGSTOWN BRANCH: 3847 CRUM ROAD * P.O. BOX 4209 * YOUNGSTOWN, OHIO 44515 * PHONE (330) 793 -5571 AKRON BRANCH: 300 SOUTHWEST AVENUE * TALLMADGE, OHIO 44278 * PHONE (330) 634 -0452 FT. LAUDERDALE BRANCH: 4100 NORTH POWERLINE ROAD * SUITE I -2 * POMPANO BEACH, FLORIDA 33073 * PHONE (954) 970 -9011 TAMPA BRANCH: 5411 BEAUMONT CENTER BOULEVARD * SUITE 785 * TAMPA, FLORIDA 33634 * PHONE (813) 243 -8324 OFFICES IN: YOU\CSTOWN, OHIO • A<RO \, OHIO • FT. LAUDERDALE, FLORIDA • TAMPA, FLORIDA EMS XOTES: 1. THE AMERICAN EAGLE STORES INC. ELECTRICAL CONTRACTOR SHALL BE DENOTED BY EC. 2. ALL LOCAL AND NATIONAL CODES SHALL BE FOLLOWED. 3. EC— IS RESPONSIBLE TO SUPPLY 120 VOLT POWER AS INDICATED ON DRAWINGS. 4. THE EC SHALL BE RESPONSIBLE FOR RUNNING ALL CABLES AND WIRES TO INDICATED LOCATIONS AS SHOWN ON PRINT, AND MAKING ALL TERMINATION'S FOR A COMPLETE AND FULLY FUNCTIONAL ANDOVER EMS SYSTEM PROVIDED BY ROTH BROS. INC. 5. THE EC— SHALL LABEL ALL CABLES ON BOTH ENDS ACCORDING TO THESE DRAWINGS. 6. THE EC— SHALL WORK WITH ROTH BROS., INC. PERSONNEL VIA THE PHONE FOR STARTUP AND ENTIRE SYSTEM CHECKOUT. 7. EC WILL CONTACT ROTH BROS., INC. FACILITIES AUTOMATION DIVISION AT OUR YOUNGSTOWN OFFICE AFTER COMPLETION OF ALL TERMINATION'S (CONDUIT, WIRE RUNS, ETC.) AT 1- 800 - USA —ROTH. (Mon —Fri 8:OOAm- 5:00PM EST) 8. EC SHALL CALL ROTH BROS INC. 48 HRS PRIOR TO NEEDING THE SYSTEM STARTUP AND SYSTEM VALIDATION TO SCHEDULE A DATE AND TIME TO PERFORM. 9. ALL SENSORS, AND ANDOVER PANEL EMS EQUIPMENT SHALL BE FURNISHED BY ROTH BROS., INC. 10. ALL TERMINAL STRIPS, FASTENERS, CONNECTORS AND LOW VOLTAGE CABLE REQUIRED FOR A COMPLETE FUNCTIONAL EMS SYSTEM, SHALL BE FURNISHED BY THE EC. 11. LOW VOLTAGE CONTROL WIRING SHALL NOT BE RUN IN THE SAME RACEWAY AS LINE VOLTAGE WIRES, NOR BE RUN NEAR HIGH VOLTAGE EQUIPMENT WHEN NOT 12. EC TO INSTALL SYSTEM ACCORDING TO JOB SPECIFICATIONS. 13. TEMPERATURE SENSOR TO BE MOUNTED AWAY FROM DIFFUSER. 14. ALL CONDUIT, JUNCTION BOXES, TROUGHS, ETC. SHALL BE FURNISHED BY EC. 15. ALL CONVENTIONAL THERMOSTAT INTERFACE CARDS SHALL BE PROVIDED AND INSTALLED BY THE AMERICAN EAGLES INC. MECHANICAL CONTRACTOR. 16. ANY QUESTIONS OR DEVIATIONS CONCERNING THESE DRAWINGS OR THE ENERGY MANAGEMENT SYSTEM IN GENERAL SHOULD BE BROUGHT TO THE ATTENTION OF ROTH BROS., INC. 17. T.C.E.C. TO FURNISH ROTH BROS., INC. ONE (1) SET OF MARKED —UP DRAWINGS SHOWING EXACT LOCATIONS OF ALL WIRE PULLS, JUNCTION BOXES, RELAY PANELS, AND SENSOR LOCATIONS AT THE COMPLETION OF THE PROJECT. 18. NO WIRE NUTS OR SPLICES ALLOWED ANYWHERE IN THE WIRING NETWORK 18. ALL 120V POWER FEEDS FOR THE ENERGY MANAGEMENT CONTROL PANELS SHALL BE RUN IN ITS OWN CONDUIT AND NOT ROUTED THROUGH ANY CONTROL PANEL OR IN THE SAME CONDUIT AS CONTROL WIRING. 14),--o22 CITY FEB 0-2 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 414 zE- wo E-4 E-4 rx-24 E-4 0 ▪ M ro)o -a▪ M 6M Wyk 3405 REGISTERED ARCHITECT N ETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 ■ 1- w w w 0 u m w Store No. 478 Drawn by: Approved Drawing No. T.0.001 1:18:37 I,�M cNi 25' -2" 87' -0" 4'4" TO MAIN �- INTERFACE PANEL SMART SENSOR TO BE MOUNTED 4' AFF TO ERTU -1 CONTROLLER cilco In In ' TO MAIN INTERFA PANEL N ERTU -1 CONTROLLER TO MAIN INTERFACE PANEL ERTU -2 CONTROLLER 11-0 MAIN INTERFACE PANEL 0 n m J I \ T O SMART SENSOR TO BE MOUNTED 4 AFF TO ERTU -2 CONTROLLER 12' -2" 24' -0" 24' -0" 24' -0" 4' -0" KEY NOTES "E" LEVEL SWITCH SPST SWITCH ( "STOCK ROOM ") FOR ROLLING BROWNOUT CONTROL 2 -16GA TFFN CONDUCTORS TO GE LIGHTING PANEL. SEE T.0.700 FOR FINAL TERMINATIONS. "C" LEVEL SWITCH SPST SWITCH ( "50% SALES ") FOR ROLLING BROWNOUT CONTROL 2 -16GA TFFN CONDUCTORS TO GE LIGHTING PANEL. SEE T.0.700 FOR FINAL TERMINATIONS. "F" LEVEL SWITCH SPST SWITCH ( "50% FITTING ") FOR ROLLING BROWNOUT CONTROL. 2 -16GA TFFN CONDUCTORS TO GE LIGHTING PANEL. SEE T.0.700 FOR FINAL TERMINATIONS. NEW ANDOVER INTERFACE PANEL. SEE T.0.300 FOR WIRING DETAILS. SALES AREA PIR 18GA -4 CONDUCTOR TO MAIN ANDOVER INTERFACE PANEL. SEE T.0.300 & T.0.800 FOR FINAL TERMINATIONS. STOCK ROOM PIR 18GA -4 CONDUCTOR TO MAIN ANDOVER INTERFACE PANEL. SEE T.0.300 & T.0.800 FOR FINAL TERMINATIONS. 1161-5" 4' -6" SEPARATE PERMRtaiVp APPROVAL QUIREp APPROVAL CITYRW FEB 02 2012 PERMIT CENTER 42 zE-4 4e4ti 21,4 a wo 3405 REGISTERED RGHIT NETH L. BUTTS STA E OF WASHINGTON SAN24201 z PLAN /DATA E-4 c� L 8 0 w 2 w 47--) W V/ Store No. 478 Drawn by: Approved Drawing No. _ _ E _0_ T.0.100 .:,_ OAT SUPPLY AIR TEMP FAN STATUS L❑ • SEE DRAWING T.0.400 FOR TERMINATIONS AND V10UNTING LOCATION — NOTE: 1 (ONE) OA SENSOR PER SITE. MOUNTED IN RTU (ERTU -1) ®Y1Y i1 LJ ""0 O 2222. , �m a,., , ;i. BL.., I Er 850 Andover Controls Milem BLK MR FAN S/S COOL -1 COOL -2 HEAT -1 HEAT -2 ECON L/O RETURN HUMIDITY SENSOR — SEE DRAWING T.0.300 8c T.0.800 FOR TERMINATIONS. MOUNT TO RETURN AIR DUCT OF RTU -1. — NOTE: 1 (ONE) PER SITE. RETURN CO2 SENSOR — SEE DRAWING T.0.300 (Sc T.0.800 FOR TERMINATIONS. MOUNT TO RETURN AIR DUCT OF RTU- - NOTE: 1 (ONE) PER SITE. SEE DRAWING T.0.400 8c T.0.500 FOR TERMINATIONS. SEE DRAWING T.0.100 FOR MOUNTING LOCATION.. ROOF LINE SUPPLY AIR TEMP FAN STATUS (ERTU -2 1r 0 0 — — -2- 2222 -- 0 or Andover Controls Er 850 ;I ro 24 GA. SHIELDED COMM. CABLE TO NEXT RTU IN SEQUENCE (IF APPLICABLE). TYPICAL FOR ADDITIONAL UNITS FAN S/S COOL -1 COOL -2 HEAT -1 HEAT-2 ECON L/O ERTU-1 SPACE TEMP SEE DRAWING T.0 :400 FOR TERMINATIONS. SEE DRAWING T.0.100 FOR MOUNTING LOCATION. 3 -16GA TFFN CONDUCTORS FOR 24VAC POWER TO ANDOVER INTERFACE PANEL. 120 VAC DEDICATED CIRCUIT FOR ANDOVER MAIN INTERFACE PANEL POWER SUPPLY. FUNCTIONAL DEVICES PART # PSC100AB10. ENCLOSED SINGLE 100VA POWER SUPPLY, 120 TO 24 VAC. 120/24 VAC PSC100AB10 PWR SUPPLY SEE DRAWING T.0.300 FOR TERMINATIONS. SEE DRAWING T.0.100 FOR V10UNTING LOCATIONS. STOCK RM SALES AREA PIR PIR ANDOVER \TERFACE PA\EIL I\ ELECT RM PIRS SEE DRAWING T.0.300 & T.0.1000 FOR TERMINATIONS. SEE DRAWING T.0.100 FOR MOUNTING LOCATION. CAT -5 CABLE TO STORE ROUTER PORT 5 NOT TO EXCEED 300 FEET TOTAL (LOCATED IN STOCK ROOM AREA) ERTU -2 SPACE TEMP CZI EMS UNIT VUST BE PLUGGED INTO PORT 5 OF THE SWITCH IN THE ISP CABINET. STORE SWITCH • 1 • . • . • • *r■ILir■L'irQir■'*:- Lirs MUM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. CATALYST 2960 SERIES r 11 7i r=- 1=-L• r•Th ICE) si Li",_", L'LL!, t I' -1 ' [1111,! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SEE DRAWING T.0.600 AND T.0.700 FOR DETAILS AND TERMINATIONS. GE LIGHTING PA\EIL (RR -7 7 -16GA TFFN CONDUCTORS FOR FOUR LEVELS OF LTG CONTROL. 6 -16GA TFFN CONDUCTORS IN RACEWAY TO 3 WALL SWITCHES FOR ROLLING BROWNOUT CONTROL. SEE T.0.100 FOR LOCATION. SEE T.0.300 & T.0.700 FOR TERMINATIONS. 120 VAC CONTROLLER POWER BY EC. I2O2z, STE PRAND APFROyqk REQUiREp ciTYRSVALA FEB 022012 PERMIT CENTER j I 3405 H ttZ REGISTERED ARC1 CT T-H L. BUTTS STATE OF WASHINGTON 1 JAN 2 4 2012 Store No. 478 Drawn by: Approved Drawing No. T.0.200 1/11/2012_418:3q PM 0 W w r� 0O§ w_ wJ w L7 zm Q - �U W p IZ W U W J LJJ Q Li_ 0 (/) (1) • O O J O =: ' I— Z tZ W z� Wo< 0wJ : Q > J > c\l 0 0 >- p Cr > z QI-- oQz Z J CO UQ Q W U 2zUO z • p z z O 0 0 c D 0 DC >W F- 1— W � o 0 z m�Jhid 0 >- W Q p p rr O CONDUIT WITH PANEL LEGEND -FIELD WIRING rz W w 0 5 5 CO m #16GA. WIRE BY PANEL WIRE BY PANEL WIRE BY E.C. WIRE BY E.C. 0 0 0 d- c0 co 1 1 1 1 S.IV41 #14 GA. WIRE PNEUMATIC TUBING CD 0 J W_ 00 O Z 0• c W mm LL m Z < U Q� CO W 0 w 0 W_ V) Z CC m 0_ W J Om � U Q� 00 W J 0_ 0 U • p W W >- m V)bJ IY m a_ 0 0� Z O U • z N J 1 WIRE DUCT - J W Z oa U U ° Z Z F • O U( O J z W =0z 00 Z 1— QD 0CL 0 wQ 0 IOW oN U O OC 0 o U IJ Lj ° W w Li 0 (f) 0 J J < z< Q O z U 0 zw _ Qz WO tr H- O� I--W o Q wz �0 QI— m 0Q m>- Q = o0 �OI-0m w CD wU I—WI -0 Z 0 W Z p 0 0 N J - I -I w U 1 I- < z o 0 � � W Z_ Ummw� J = "m LO 0J —< W —zmQCD pU « W 0 f— z w o- J W p O U W �zz0°o- � �Q° 0_ —U_ Y �Ow Owe f� SwF- E- 0E- vjU�O U0D 1 p I— COZW� Z0 )Z W LQOwO LLJQCC 0Q Z E-U00 U 0 z W 0 co z wo �_.�_ Jxv) (n Li W Z (n wo0Q 0(n�z CO O W p F- °QZz 0 J 0 — U O Z < 1 -1-1 ) Zzlz- CC J J Q XU�Q�'Z > co oN~ rz�w0 LL v Z F- wZ�'J Zm 0 0 D m 0_ 0 D <0 o >z d-0UO N0 Li] a_ M S 0 - 34o5 REGISTEiED ARCHITECT a_ j L. BUTTS STATE IF WASHINGTON JAN242012 Si 0 Si 0 Store No. 478 Drawn by: Approved Drawing No. T.O.300 O o00 0 LJJ W X18 N2:10 ±HM ° E- J J 0 + 0,25_AMPC7 WIRE DUCT U N z 00 X 0 0 0 u z 0 U 0 0 O 0 LLI W 0 z FLOOR / CASH W J 0 < m 0 00 w C) N a_ u FOR LOCATION 00 0 w TO STOCK ROOM PIR. 0 o0 0 w FOR LOCATION [PART # (CDE 002)] 0 0 w TO SPACE CO2 SENSOR. (ACI /RH -3 -D)] SEE T.0.800 0 u >- TO SPACE HUMIDITY SENSOR. 0 DRAWING T.0.700 FOR TERMINATIONS W (r) SEE ABOVE (THIS DRAWING) FOR TERMINATIONS. < () OVERRIDE O CO MOMENTARY (f) 0 U 21-1-1 z Li LEI Q O I— 0 (/) LLI cL LL (f) 00 0 z LJ I- i Q. CL m U W 0 (1) 0 LLJ = � 0 z �_ z_ 0 CD Q(n J J O 0 cn z uJ 0 Z LLI O LLJ w cf) 0 >- J I- = F— U I— W 0 > _ °LJz JQQ U Q W 0 F— U c zzzw H-- Q — z c z 0 ° 0 LJ LLJ zoc-J Q >JQ 00LLI O0z° Z LLI Q LLJ m (f) N oU Ow E-- ° 1 z o _1 11 El_ I 0 Wza �Q0 0 LL 0 U) z LLI (f) ° N 0 U LL 0 z 0 (f) Q J z LJJ I— 0 z cf� 0 0 cy < cD 0 W CL 0 a zJ O 1) U (( Li LLI 0 (1) J z� Q LLI 0 i 0 LL z 1— U 1— z 0 U 0 LL LLI 0 0 LLI 0 U (1) L.J LLJ LLI LLI 0 (f) z LLI EP�R � Eg� AV� E ED cmrn FEB 02 2012 PERMIT CENTER 34o5 REGISTEiED ARCHITECT a_ j L. BUTTS STATE IF WASHINGTON JAN242012 Store No. 478 Drawn by: Approved Drawing No. T.O.300 J 10' MIN FROM ANY EXHAUST AIR VENTS. WEATHER PROOF ENCLOSURE THERMISTOR LOCATED INSIDE PLASTIC s _,' E co\ C ov ROLLER SPACE TEMP W SH H H'1! 1 - EC TO MOUNT SPACE SENSOR 5' AFF. - SEE DRAWING T.0.100 FOR LOCATION. RED B LK OUTDOOR AIR TEMP SENSOR - EC SHALL MOUNT SENSOR ON NORTH SIDE OF NORTHERN MOST RTU AWAY FROM CONDENSER SECTION - TERMINATIONS OF OUTSIDE AIR SENSOR SHALL BE MADE BY EC CONTRACTOR - MOUNT OA SENSOR CLEAR OF ANY SERVICE DOORS - NOTE: 1 (ONE) OA SENSOR PER SITE. SUPPLY AIR TEMP CUT SIDE VIEW CINTERIOR OF DUCT r STAINLESS STEEL SENSOR PROBE ii /[ ��!�v ��� RED LINE SIDE QU s col\ 24VAC POWER SUPPLY FROM RTU TAPE BACK GREEN TAPE BACK GREEN SUPPLY FAN STATUS RTU FAN CONTACTOR (LOCATED IN ELECTRICAL SECTION OF UNIT) CURRENT SWITCH LOAD SIDE - SUPPLIED BY ROTH - MOUNT IN ELECTRICAL SECTION, ADJACENT TO FAN CONTACTOR - WIRE AS SHOWN 3 -POLE CONTACTOR Output N.O. 0.5A @ 30 VAC DC Use min 75 insulated wire only VER1S INDUSTRIES Portland, Oregon Model 800 Current Switch 0 w CO ► 1 ETA oxs CT TIS Z GRN \GRN J RED 1 ON TO UNITS GROUNDING LUG WE MUST ALSO CHECK THAT THE RTU HAS A GOOD EARTH GROUND CONNECTION TO THE ELECTRICAL SERVICE. BLK WHT RED BLK RED RED BLK BLK 0 0 0 0 0 0 AC POWER 24 VAC - 20 VA 50/60 HZ 1-0 N 3 L CPU RESET (a) 0 4 PWR 5 RET 6 IN 5 SMART SEN3ER 7 IN 1 8 9 10 11 12 IN 2 RET IN 3 IN 4 RET • ANL Andover Controls 850 OAT CHWS TEMP S.A. TEMP FAN STATUS HI P1 INPUT 8 LO P2 N-11 ■ CO2 & HUMIDITY SENSOR TO BE MOUNTED ON RTU RETURN AIR DUCT NOTE INFINET SHLD24 23 + 22 RD SERVIC PORT TD 21 OUT 1 + 20 - 19 OUT 2 + 18 OUT 3 OUT c + ON - ON 17 16 15 14 13 0 0 0 0 0 0 0 0 0 - DO NOT MOUNT ON ACCESS PANELS. - ALL WIRING MUST ENTER RTU INSIDE ROOF CURB. - PROVIDE RUBBER GROMMETS AND SEAL ALL CABLE PENETRATIONS INSIDE RTU. - DO NOT COVER UNITS MODEL # OR TAGS. - MOUNT i2850 IN CONTROL SECTION OF RTU - DO NOT MOUNT i2850 IN FAN COMPARTMENT. TO MAIN INTERFACE PANEL TO MAIN INTERFACE PANEL EVAPORATOR FAN MOTOR 12850 MOUNT INSIDE OF RTU WITH EXISTING CONTROLS. CONTROL SECTION RA RETURN AIR SUPPLY AIR SENSOR 1 1 SUPPLY AIR BURNER SECTION cm�RKxn FEB 02 2012 SEPARATE PERMIT CENTER PERMIT AND ,APPROVAL REQUIRED o 4:4 H L) H 11 L) cAN H F o ct cztc„ c, ' 00 N X00 '3405 1 STATE REGISTERED ARCHITECT . BUTTS WASHINGTON JAN 24 2012 1— 0_ Store No. 47B Drawn by: Approved Drawing No. 11.0.400 O O 1— W z 1 a) 1— z — c(n z � 1 + uj_ 0 w BLACK 0 QU s col\ 24VAC POWER SUPPLY FROM RTU TAPE BACK GREEN TAPE BACK GREEN SUPPLY FAN STATUS RTU FAN CONTACTOR (LOCATED IN ELECTRICAL SECTION OF UNIT) CURRENT SWITCH LOAD SIDE - SUPPLIED BY ROTH - MOUNT IN ELECTRICAL SECTION, ADJACENT TO FAN CONTACTOR - WIRE AS SHOWN 3 -POLE CONTACTOR Output N.O. 0.5A @ 30 VAC DC Use min 75 insulated wire only VER1S INDUSTRIES Portland, Oregon Model 800 Current Switch 0 w CO ► 1 ETA oxs CT TIS Z GRN \GRN J RED 1 ON TO UNITS GROUNDING LUG WE MUST ALSO CHECK THAT THE RTU HAS A GOOD EARTH GROUND CONNECTION TO THE ELECTRICAL SERVICE. BLK WHT RED BLK RED RED BLK BLK 0 0 0 0 0 0 AC POWER 24 VAC - 20 VA 50/60 HZ 1-0 N 3 L CPU RESET (a) 0 4 PWR 5 RET 6 IN 5 SMART SEN3ER 7 IN 1 8 9 10 11 12 IN 2 RET IN 3 IN 4 RET • ANL Andover Controls 850 OAT CHWS TEMP S.A. TEMP FAN STATUS HI P1 INPUT 8 LO P2 N-11 ■ CO2 & HUMIDITY SENSOR TO BE MOUNTED ON RTU RETURN AIR DUCT NOTE INFINET SHLD24 23 + 22 RD SERVIC PORT TD 21 OUT 1 + 20 - 19 OUT 2 + 18 OUT 3 OUT c + ON - ON 17 16 15 14 13 0 0 0 0 0 0 0 0 0 - DO NOT MOUNT ON ACCESS PANELS. - ALL WIRING MUST ENTER RTU INSIDE ROOF CURB. - PROVIDE RUBBER GROMMETS AND SEAL ALL CABLE PENETRATIONS INSIDE RTU. - DO NOT COVER UNITS MODEL # OR TAGS. - MOUNT i2850 IN CONTROL SECTION OF RTU - DO NOT MOUNT i2850 IN FAN COMPARTMENT. TO MAIN INTERFACE PANEL TO MAIN INTERFACE PANEL EVAPORATOR FAN MOTOR 12850 MOUNT INSIDE OF RTU WITH EXISTING CONTROLS. CONTROL SECTION RA RETURN AIR SUPPLY AIR SENSOR 1 1 SUPPLY AIR BURNER SECTION cm�RKxn FEB 02 2012 SEPARATE PERMIT CENTER PERMIT AND ,APPROVAL REQUIRED o 4:4 H L) H 11 L) cAN H F o ct cztc„ c, ' 00 N X00 '3405 1 STATE REGISTERED ARCHITECT . BUTTS WASHINGTON JAN 24 2012 1— 0_ Store No. 47B Drawn by: Approved Drawing No. 11.0.400 FAN STATUS] "="2VOLTAGE H2 X1 LOW VO LTAGE X2 J s C0\ CA H: EMS COV ROTITIHR OUT BUT )ETA \s Cpu� EXAMPLE COMMUNICATION WIRE TERMINATIONS FOR RTU -1. "INF" WIRE TAG NUMBERS WILL CHANGE FOR SUBSEQUENT RTU CONTROLLERS IN SEQUENCE. SEE T.0.100 FOR COMMUNICATION WIRE RUN QUANTITY. GRN ■ GRN NEUTRAL /COMMON 24 VAC /LINE TO UNITS GROUNDING LUG SH WE MUST ALSO CHECK THAT THE RTU HAS A GOOD EARTH GROUND CONNECTION TO THE ELECTRICAL SERVICE. 0, 0 0 0 0 0 0 v) C POWER. 24 VAC - 20 VA 50/60 HZ 1 Q — 2 N 3 L CPU RESE 0 4 -PWP 5 PET 6 IN 5 SMART SENSOR. 7 IN 1 o IN 2 9 RET 10 IN 3 1 IN 4 12 RET LLJ LJJ LLJ Andover Controls 850 OAT S.A. TEMP HI P1 INPUT 8 W— C--.1/-6 — LO ` J UNIT CONTROL TRANSFORMER 24VAC 24 VAC /LINE NEUTRAL /COMMON 0 FAN ECON 1 STAGE 2I COOL 1 HEAT 1 R t� 11 INFINE T — SHLD24 - 23 —+ 22 RD 0 SERVICE PORT 0 TD - 21 OUT 1 + 20 - 19 OUT 2 - 18 - 17 OUT 3 1 OUT 4 + 16 C — 15 + ON — , i4 - oNl— 13- 0 O 0 0 24 GA. SHIELDED COMM CABLE FROM MAIN INTERFACE PANEL (OR PREVIOUS RTU IN SEQUENCE) SHLD-' BLK-' SHLD ' WHT-'BLK-J WHT-' RED RED (R) GRN G YEL 1 1 ,E, 24 GA. SHIELDED COMM CABLE TO RTU -2 (OR NEXT RTU IN SEQUENCE) G Y1 YEL AMY QUHS Foy ON _A LS = FORMAT ON NOTE: — CONTROLLER WILL BE SUPPLIED PRE —WIRED WITH RELAY ATTACHED. — 6 FT WIRE WIP WILL ALSO BE SUPPLIED /PRE — WIRED. — EC TO MOUNT AND MAKE FINAL TERMINATIONS ON RTU LOW VOLTAGE CONTROL TERMINAL STRIP (IF APPLICABLE) OR EQUIVALENT WIRE TERMINATIONS AS DETAILED BY THE RTU MANUFACTURER'S CONTROL WIRING DOCUMENTATION FOR 'CONVENTIONAL THERMOSTAT' STYLE CONTROL WIRING INTERFACE. — EC TO COORDINATE WITH MC AS NECESSARY TO VERIFY PROPER LOW VOLTAGE CONTROL WIRE TERMINATIONS AND /OR SPRING RETURN ECONOMIZER ACTUATOR TERMINATIONS. — SHOULD A CONVENTIONAL THERMOSTAT INTERFACE CARD BE REQUIRED, IT SHALL BE PROVIDED AND INSTALLED BY THE AMERICAN EAGLES INC. MECHANICAL CONTRACTOR. WHT 1 ORN Y2 BLK SEE DETAIL "A" ON THIS PAGE PURP YEL WHT /BLU i2850 DETAIL "G 2 - STAGE COOLING /2 - STAGE HEATING - LOCATE 12850 IN CONTROL SECTION OF RTU - ALL TERMINATIONS TO BE MADE BY EC PRIOR TO EMS STARTUP BRN W2 WHT /YEL W1 WHT •2 G RI \1G RTU LOW VOLTAGE CONTROL TERMINAL STRIP SPRING RETURN ECONOMIZER ACTUATOR BREAK (ENABLE /DISABLE) FOR SPRING RETURN ECONOMIZER DAMPER ACTUATORS ONLY! QUESTIONS? PLEASE CALL. SEE EMS COVER SHEET FOR CONTACT INFO. RED BLK DETAIL "A" 1 TO ANDOVER CONTROLLER (SEE ABOVE) "TR" FEED FROM RTU CONTROL SECTION NOTE: MC TO VERIFY THAT RTU ENTHAPLY CONTROL MODULE IS SET FOR A MINIMUM DAMPER POSITION OF 10% OPEN, AND THAT THE ENTHAPLY MODE IS SET BETWEEN MODES C & D (OUTDOOR AIR LOCKOUT TEMP OF APPROX. 65 DEGREES). Wht /Bk 120 Vac O Wht /BIu 24 Vac /dc Wht /YeI Comm YEL Comm Or N/0 Gry N/C Prp Comm T N/ Brn 0 ACTUATOR DESIGN FOR WIRE CONNECTION EXAMPLE ONLY ACTUATOR DETAIL "A" CUT TERMINAL "TR" FEED FOR ACTUATOR AND BUTTSPLICE NEW CONTROL WIRING AS SHOWN. DO THIS AT THE ACTUATOR TERMINAL ONLY!!! PROPER SPLICE SHOULD ALLOW EMS CONTROLLER TO BREAK POWER TO THE ACTUATOR, CAUSING IT TO SPRING RETURN CLOSED. DO NOT CUT OR SPLICE ANY MODULATING CONTROL WIRES WHICH ARE COUPLED TO THE ROOF TOP UNIT'S ENTHALPY CONTROL MODULE (I.E. DO NOT BREAK MODULATING CIRCUITS: 0 -10 VDC, 0 -18 VDC, 4 -20mA, ETC.). INFINITY 24VAC POWER POLARITY AND TRANSFORMER GROUNDING WHEN INSTALLING INFINITY EQUIPMENT FOR ROOF TOP UNITS, AND THE 24VAC SUPPLYING THE INFINITY DEVICE COMES FROM THE ROOF TOP UNIT CONTROL TRANSFORMER. THE "HOT" LEG TO THE INFINITY DEVICE MUST BE THE UNGROUNDED SECONDARY LEG OF THE TRANSFORMER, AND THE "NEUTRAL" LEG TO THE INFINITY DEVICE MUST BE THE GROUNDED LEG OF THE TRANSFORMER SECONDARY. WE MUST ALSO CHECK THAT THE ROOF TOP UNIT HAS A GOOD EARTH GROUND CONNECTION TO THE ELECTRICAL SERVICE. R G W1 W2 Y1 Y2 C b1)--02:2, p TE �4ND REQUIRED CiTYRNMA FEB 022012 PERMIT CENTER 3405 REGISTERED ARCHITECT JAN 242012 Store No. 478 Drawn by: Approved Drawing No. T.O.500 CHANNEL INPUTS TWO SEPARATE INPUTS FOR EACH CHANNEL. EACH WILL ACCOMMODATE EITHER 2 -OR 3 -WIRE, MAINTAINED OR MOMENTARY INPUTS. (SEE DWG. 1009) ®e® ®®ee ®e®® ® ®e ®e® ®e ®e®® 010SOSODOSOSTOOOSOSTOSOSOD CHANNEL PUSH BUTTON TOGGLES THAT CHANNEL'S ASSOCIATED RELAYS ON /OFF ISOLATED PILOT CONTACTS 1 AMP, 30VOLTS DC PILOT CONTACTS INDICATE CHANNEL STATUS. ALL RELAYS ON= CLOSED; OFF =OPEN • 7 • 9 • 10 • 11 0 POWER WHITE 24VAC 24VR YELLOW ACC POWER INDIVIDUAL RELAY CONTROL BUTTON (WITH LED STATUS) USED TO CONTROL RELAY ON /OFF OR TO, ADD /DELETE RELAY TO CHANNEL GROUP, POWER SUPPLY 115 VOLT OR 277 VOLT AC (347V IN CANADA). TWO 40VA TRANSFORMERS WITH GE -MOV TRANSIENT PROTECTION. 115 VAC DEL G\D G� SOFTWIRED CONTACTOR PANEL ACCESSORY DEVICE POWER TAP 24 VOLT AC, 40VA FOR POWERING TIMECLOCKS OR OTHER CONTROLS. 24 VOLT RECTIFIED FOR POWERING PILOT LIGHTS (CONNECTS TO PILOT RELAY COMMON). RR7P3 MECHANICALLY- LATCHING RELAY 20 AMP, 277 VOLT (347V IN CANADA). RATED FOR 50,000 CYCLES. TUNGSTEN, FLUORESCENT OR HID. \OTE: GF PA \EL VAY CO\SST OF A\ RELAYS DEPE\3\C 0\ JOb SC—EDL (EXAVRLE ABOVE SHOW\ FOR A 24 RELAY PA YWHERE BETWEE\ 12 -48 E EQUREVE\TS. \EL DEDICATED 1 20VAC/60/1 POWER FEED BY EC. ;E) PANEL SCHEDULE American Eagle Store #478 Relay # Load Description Notes DEL G\D G� SOFTWIRED CONTACTOR PANEL ACCESSORY DEVICE POWER TAP 24 VOLT AC, 40VA FOR POWERING TIMECLOCKS OR OTHER CONTROLS. 24 VOLT RECTIFIED FOR POWERING PILOT LIGHTS (CONNECTS TO PILOT RELAY COMMON). RR7P3 MECHANICALLY- LATCHING RELAY 20 AMP, 277 VOLT (347V IN CANADA). RATED FOR 50,000 CYCLES. TUNGSTEN, FLUORESCENT OR HID. \OTE: GF PA \EL VAY CO\SST OF A\ RELAYS DEPE\3\C 0\ JOb SC—EDL (EXAVRLE ABOVE SHOW\ FOR A 24 RELAY PA YWHERE BETWEE\ 12 -48 E EQUREVE\TS. \EL DEDICATED 1 20VAC/60/1 POWER FEED BY EC. ;E) PANEL SCHEDULE American Eagle Store #478 Relay # Load Description Notes < a) c c v m a) c co co v o a) c cu U o a) c co U u a) c cu v 1 LA -3 SIGN X 2 • LA -5 DSPLAY WINDOW LIGHTING X 3 LA -9 STOCK ROOM LIGHTING X 4 LA -13 FITTING ROOM LIGHTING X 5 LA -15 PERIMETER SALES LIGHTING X 6 LA -17 SALES AREA LIGHTING X 7 LA -19 SALES AREA LIGHTING X 8 LA -21 SALES AREA TRACK LIGHTING X 9 LA -23 SALES AREA TRACK LIGHTING X 10 LA -25 SALES AREA TRACK LIGHTING X 11 LA -27 SALES AREA TRACK LIGHTING X 12 LA -29 SALES AREA TRACK LIGHTING X 13 LA -31 SALES AREA TRACK LIGHTING X 14 LA -33 SALES AREA TRACK LIGHTING X 15 LB -1 DISPLAY WINDOW RECEPTACLES X 16 LB -3 DISPLAY WINDOW RECEPTACLES X 17 LB -5 SEASONAL RECEPTACLES X 18 LB -7 SEASONAL RECEPTACLES X 19 LB -9 SEASONAL RECEPTACLES X 20 LB -11 SEASONAL RECEPTACLES X 21 22 23 24 25 26 27 28 . 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 NOTES: EC TO CONFIRM SUPPLY CIRCUIT AND LOADS PRIOR TO INSTALLATION EC TO ,ASBUILT ANY CHANGES PFPA�� RED � � 22 CITY FEB 02 2012 PERMIT CENTER riAh 41 ri,T4 rg wo E-� c H L h M O czt Wc =,-eucNi N c c� a, �r _' N � 3.405 REGISTERED ARCHITECT L-A KE TH L. BUTTS STATE OF WASHINGTON JAN 242012 L1 Store No. 478 Drawn by: Approved Drawing No. T.0.600 w x BROWNOUT a a 0 100 FOR LOCATION OF SWITCHES. SEE DRAWING T.0 0 0 CC CO 0 z J IY 0 LL W U (1) BELOW FOR SWITCH LEG TERMINATIONS IN GE PANEL. CC 0 U Lal z Z_ W ro 0 0 W o W = W F- W CC 0 0 LL OF SALES LOCATED OFF CONDUCTORS FROM LTG 0 z U 0 (/) z SWITCH LOCATED W W J L • LTG SWITCH 0 CONDUCTORS w Q CN W 0 O LOCATED IN FITTING ROOM U 1- w W J Li CONDUCTORS FROM LTG SWITCH 1- 0 J � W Q CN w O O rTl 1 rT rr� w • r)-1 rTl 0 W U W W z 0 0 0 N) 0 W W r � TO ANDOVER 0 0 0 I z z 0 0 (1) LL C C C C C C co Ii m f2L m I� CO I� >- ft m • , 0 • , 0 • 1 0 • • , • , 0 (im 0 10 0 0 W _Z 0 §a J o LO SCHEDULE INTERFACE ANDOVER /CONTACTOE FIXTURES CONTROLLED LOW LEVEL LIGHTING /50% STOCK AREA LIGHTING /50% FITTING AREA SALES AREA FLOOR ACCENT LIGHTING 50% WINDOW AND WALL ACCENT LIGHING (ALL_ IN ROLLING BROWNOUT SIGN AND DISPLAY WINDOW 50% STOCK AREA LIGHTING (ROLLING BROWNOUT) 50% FITTING ROOM LEVEL (ROLLING BROWNOUT) CHANNEL QMOO w LL CONTINUUM - N 3 (SWITCH C) d- 4 (SWITCH E) 4 (SWITCH F) • \ L 0 0 • hr) _'1' / \ 0 CN Z OW LL J f J W z w0 °Q(=n� cz0=» 11<=U0_ m CHANXEL 7 I 0 SECONDS. THE CHANNEL LED AND THE BUTTON FOR 0_ LLJ J z a 0 1- 0 0 0 CURRENTLY CONTROLLED BY THAT INPUT WILL BEGIN TO FLASH. FOR RELAYS J LLJ z U F- 0 0 LIJ 0 IY U W O LL 0 1- N PRESS THE ASSOCIATED RELAY CONTROL BUTTON TO Li IZ 00 0 _ F— 0 CC Q LJ Q LLJ LLJ WILL BE FLASHING 0 U J L i (1) Z J W = LL 0 §QO I- 0 § 0 0 I— Q O >> J z 0_ °a Z_ >o W 0 J = w Z 0 I- 1 —O 0 • W ( . _ !) Z I— 0 < 0 0 z J Z L- ( J = 0 D w u) \ z Q za_ z L 0 O = 0_ U 0 0 U W v~) CC w= 0 = I- J_ w ~L.L LL I-z0 () W %0 ° J W w °wZ J 0 12 z ~ _~ H- 0Q� • w Z 0 z >-. Q� o�� Qw OLi Z w m Z 0(n D(Qn (f) ~ M a_ w o= = w J z I- (n O w D Z . Z 0_ = < 0 = J1-- =F=� W J 0 0 z0 Li J =z 0 U D 0 (n = wWm 0 O I- J ((!)Z 0 Y CL W J Q z I- I- 0 0 o 2z CITY FEB 0-2 2012 PERMIT CENTER 3405 REGISTERED K ETH L. BUTTS STATE OF WASHINGTON JAN 242012 Store No. 47B Drawn by: Approved Drawing No. T.0.100 0 0 to 0 n RED SALES AREA PIR WIRING DETAILS HOT 24VAC OR +24VDC, +10% RED NORMALLY CLOSED CONTACT GRN GREEN O COMMON ORN WHITE 0 NORMALLY OPEN CONTACT YEL BLACK 0 24VAC OR +24VDC RETURN STOCK RM PIR WIRING DETAILS BLK NEUTRAL HOT 24VAC OR +24VDC, +10% RED NORMALLY CLOSED CONTACT GRN GREEN O COMMON WHITE O NORMALLY OPEN CONTACT ORN YEL BLACK 0 24VAC OR +24VDC RETURN BLK NEUTRAL PIR INSTALLATION CEILING 1 2 3 4 ON 7 2 -2/3" TO 3" HOLE (IF USING 3" MUD —RING, CUT TO ACCOMODATE) CEILING ATTACHMENT RING (BEND BEHIND CEILING TO SECURE) REAR HOUSING MASK (OPTIONAL) CUT FOR DESIRED COVERAGE COVER WITH LENS) DIP SWITCH SETTINGS TYPICAL OF 2 (TWO) NOTE: — RETURN DUCT CO2 SENSOR AND RETURN DUCT HUVIIDI -Y SENSOR (AS DENOTED BY WIRE TAGS 'C' AND 'D') WILL ONLY BE PROVIDED AND INSTALLED FOR THOSE STORES WITH HVAC ROOF TOP UNITS OR SPLIT — SYSTEM AIR HANDLER UNITS WHICH ARE DIRECTLY CONTROLLED BY THE AE —ROTH ENERGY MANAGEMENT SYSTEM AS DETAILED IN THE REMAINDER OF THE EMS DRAWINGS FOR THIS STORE. IF YOU HAVE ANY QUESTIONS REGARDING THE INSTALLATION OF CO2 & HUMIDITY SENSORS FOR A GIVEN STORE, PLEASE CALL ROTH BROS., INC. (SEE EMS COVER PAGE FOR CONTACT INFO). VERIFY SWITCHES AS FOLLOWS: SWITCH 1 = OFF SWITCH 2 = OFF SWITCH 3 = OFF SWITCH 4 = OFF SWITCH 5 = OFF SWITCH 6 = ON SWITCH 7 = ON SWITCH 8 = OFF DUCT MOUNT HUMIDITY SENSOR DETAIL — [PART # — TYPICAL OF 1 (ONE) PER SITE — MOUNT TO RTU /AHU /ACU RETURN AIR DUCT ON 1 1 1 1 1 1 6 7 1 8 RED WHITE BLACK VDC OUT —WHITE NEUT /COM —BLACK +24V —RED z w 2ES CDE DUCT MOUNT CO2 SENSOR DETAIL — [PART #CDE—0O21 — TYPICAL OF 1 (ONE) PER SITE MOUNT TO RTU /AHU /ACU RETURN AIR DUCT V+ CO2 -OUT GND ■ Volt 0 0 0 POWER ( +24) CO2 OUT COMMON 2:2-- crtv FEB 022012 PERMIT CENTER 1-4 rn W 0 3405 REGISTERED CT KENNETH L. BUTTS STATE OF WASHINGTON JAN 2 4 2012 Store No. 47E) Drawn by: Approved Drawing No. 2.0.800 0- �o- 0