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Home My WebLink AboutPermit D12-235 - SEARS - TENANT IMPROVEMENTThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D12 -235 Sears 18340 Olympic Avenue South THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory C}esonptton Statute!Rule DR1 Personal Information — Social Security Numbers Generally — 5 U.S.C. sec. 552(a); RCW 42.56.070(1) The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those individuals' privacy pursuant to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. 5 U.S.C. sec. 552(a); RCW 42.56.070(1) 33 DR2 Personal Information — Financial Information — RCW 42.56.230(4 5) Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration dates, or bank or other financial account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. RCW 42.56.230(5) SEARS 18340 OLYMPIC AV S D12-235 City oNukwila • 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 Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Project Name: SEARS DEVELOPMENT PERMIT Permit Number: D12-235 Issue Date: 10/18/2012 Permit Expires On: 04/16/2013 Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Contact Person: Name: SETH BROWN Address: 421 E CERRITOS AV , ANAHEIM CA 92805 Contractor: Name: I C E BUILDERS INC Address: 421 E CERRITOS AVE , ANAHEIM CA 92805 Contractor License No: ICEBUI *007D7 Lender: Name: SELF FUNDED - SEARS Address: Phone: 714- 491 -1317 Phone: 714 491 -1317 Expiration Date: 05/28/2013 DESCRIPTION OF WORK: NEW TENANT - TENANT REMODEL Value of Construction: $250,000.00 Fees Collected: $76,335.39 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IV -HT Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -235 Printed: 10 -18 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: 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: 1Date: 10 1 V 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: ,e-/g-/2.- Print Name: L L�/7/�7/�/� 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet doc: IBC -7/10 D12 -235 Printed: 10 -18 -2012 in height shall be anchored or braced to pre overturning or displacement during seisms nts. The design and calculations for the anchorage or bracing sh a prepared by a registered professional en r licensed in the State of Washington. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: IBC -7/10 D12 -235 Printed: 10 -18 -2012 25: Exit hardware and marking shall meet requirements of the International Fire Code Chapter 10) 26: Exits and exit access doors shall be mar ed by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: 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) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 34: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: IBC -7/10 D12 -235 Printed: 10 -18 -2012 such condition or violation. • 43: These plans were reviewed by Inspector 511. 1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 44: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 45: Prior to final permit sign -off fire prevention Detector Double Check Valve Assembly (DDCVA) permitted under PW12-073 shall be in place and pass required backflow test. Otherwise bond shall be posted. doc: IBC -7/10 D12 -235 Printed: 10 -18 -2012 CITY OF TUK Community Developm t Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pe _ No. b Project No. «k Date Application Accepted: 7- (p'- (4L Date Application Expires: � 6 —(3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 78&Eq0- S Site Address: b ai f I� x,1.1 Suite Number: Floor: Tenant Name: - I fr New Tenant: I.... Yes ❑.. No PROPERTY OWNER Name: �ro eftl Vifetctate: Zip: CONTACT PERSON - person receiving all project communication Company Name: L etev..0 y�} Name: ' V UII City: v Ail State: /',A. Zip. YU�, !/ Address: 4.-zri TT, , /i29 Phone:-1 4 441_19A-7 Fax: City: c d Stat e : n .. ZiQ' Y \ Tukwila Business License No.: Zip: eiii. irl Address: / ' Is, ,A / Fax: J- , 1 - j Fax: City: �'Phone:4 Email:6)m -o tm " in o WA Zip: / I GENERAL CONTRACTOR INFORMATION Company Name: L etev..0 Address: 4,21 , AlP City: v Ail State: /',A. Zip. YU�, !/ I J�JQ Phone:-1 4 441_19A-7 Fax: Zip: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: /� ¢� f i' ND Company Name: �U�4�n l I J�JQ � rigil Zip: Architect Name: 4 ^ f i Q i !! Zip: eiii. irl Address: / ' Is, ,A / Fax: Email: City: it II� I I ✓,':iA A Zip: / I IJ Phone: Fax: Email: ENGINEER OF RECORD Company Name: /� ¢� f i' ND Engineer Name: Address: je iv, �% 4 Zip: City: ;.� / , ate. Zip: eiii. irl Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: `oF iJ4) ICJ�Q Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid priZ!'j: $ Existing S ildi Describe the scope of work (please provide detailed information): g aluation: $ Will there be new rack storage? ..Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [ ' Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per I 1't Floor ICt �� -t�T �s-I 2nd Floor 60 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [ ' Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES - • • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJU THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 N �.;� i R AUTHORIZED AGENT: Signa Print Name: w 1 / 4 (.5 z° /ASa4 f Day Telephone: Mailing Address: -1 Z- ` �_. c `tC 5 k"-L° 1 NN- City H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: 0 0 ei230f. State Zip Page 4 of 4 PUBLIC WORKS PERMIT INF TION — 206 - 433 -0179 • Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by . g County Health Department. ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Submitted with Application (mark r oxes which apply): ❑ .. Civil Plans (Maximum Paper ' e — 22" x 34 ") ❑ .. Technical Information Report (St. Drainage) ❑ .. Bond ❑ ... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply). ❑ .. Right -of -way Use - Nonprofit for less than ' hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way Non Right -of -way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0... Maintenance Agreem ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑... Right- of -w., se - Profit for less than 72 hours 0... Right-of ay Use — Potential Disturbance 0. ork in Flood Zone .. Storm Drainage 0... Abandon Sept ❑...Curb Cut ❑... Pavemen ❑... Loope. ire Line ut 0... Grease Interceptor 0... Channelization 0... Trench Excavation 0... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ ' educt Water Meter Size " ❑ .. Sewer Main Extension Pub ❑ Private ❑ ❑ .. Water Main Extension P , is ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Lin Number of Public Fire Hydrant(s) ❑ .. Water f/ Sewer ❑ .. Sewage Treatment Monthly Service Billin Name: Mailing Address: City State Day Telephone: Water Mete efund/Billin : Name: Mailing Address: Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications'Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 3 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12-235 Status: APPROVED Applied Date: 07/06/2012 Issue Date: Receipt No.: R12 -02895 Payment Amount: $21,818.70 Initials: WER Payment Date: 10/18/2012 10:47 AM User ID: 1655 Balance: $0.00 Payee: ICE BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 122183 21,818.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 640.237.114 104.367.120 2,709.40 4.50 19,104.80 Total: $21,818.70 rinc• Racaint -OR Printm. 10 -18 -7012 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12 -235 Status: APPROVED Applied Date: 07/06/2012 Issue Date: Receipt No.: R12 -02845 Initials: WER User ID: 1655 Payment Amount: $52,755.58 Payment Date: 10/12/2012 08:39 AM Balance: $21,818.70 Payee: GATEWAY OLYMPIC INC TRUST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0098578 52,755.58 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts FIRE IMPACT FEES 90830402.5000.5304.XXXXX PARK IMPACT FEES 90330109.5000.5301.XXXXX 31,011.44 21,744.14 Total: $52,755.58 doc: Receiot -06 Printed: 10 -12 -2012 Ci f of Tukwila, 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htp: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R12 -02063 Initials: WER Payment Date: 07/06/2012 User ID: 1655 Total Payment: 2,565.42 Payee: ICE BUILDERS INC SET ID: 070612 SET NAME: SEARS SET TRANSACTIONS: Set Member Amount D12 -235 1,761.11 EL12 -0634 332.85 PG12 -142 471.46 TOTAL: 1,761.11 TRANSACTION LIST: Type Method Description Amount Payment Check 119151 2,565.42 TOTAL: 2,565.42 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 332.85 2,232.57 2,565.42 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING,DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ;i (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /2i35 Project: .,,5e/IR-5 Type of Inspection: ,f—//v471- Addr ss: /a3 4'0 BL27) 7/'s! )9k Date Called: _ Special Instructions: - O &L/A1 7 —o/ Date Wante : ///29/jZ Cam. p.m. Requester: Phone No: 7/4✓--V/2 — .266'2 -- Approved pertapplicable codes.. Corrections required prior to approval. Z COMMENTS: PPr•v 1fCe-ub( IF-r&/' C7[le.2.4PAhtlecl Pfortavtb. Ifispectoti RFI.NSPECTION FEE REQUIRED. Pillar to paid at 6300 Southcenter Blvd., Suite 100. Date: ,,,I,_ /? next inspection. fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �° Z3 Project: AleS Type of Inspection: j 1 +U A' . Address: Date Called: - Special Instructions: Date Wanted:. i 1 t 12.1 1 4 Z_. i ''a.m' 3:m' Requester: Phone No: 7//-1 -L(I2 -2 t3 -. VApproved per applicable codes. Corrections required prior to approval. COMMENTS. (,11 FAC'ttCP4 Lis" NT,&ft° -. ApP2iN//f;Ts 3') Pr-dal?; b.f 7nr tirt 312- 15.S 1 ; kilithetN tvOreviri O. 6t+l�kavay' 3i) 04-45.. Date: 11/Z 1 17 PECTION FEE REQUIR D. Prior /to next inspection, fee must be p at 6300 Southcenter Blvd.. Suite • 00. Call to schedule reinspection. _` 1,. a0 INSPECTION RECORD Retain a copy with permit INSPECT ON NO. '. PERMIT NO. b12-23S CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection .Request' Line (206) 431 -2451 Project: /� Type of Inspection: 4.L..,, , lu c - Aenrcv,/ U 11) f #14 24,idu, L ,�A 1 iti j 4-i-a- 4-i el • 3 Address: 1 S X1-1 O o L--t 1 R/ C. Date Called: ' -A (fi Z,z,lii Auy 442h;- f bv2/- md" Special Instructions: Date Wanted:. 1 I [ I 9 (12_ r 1 a..m p.m. Requester: r f-i`r? h J a to f— n./� /! ar 1 e..-) ,c a! e, -/ i . r ,.I T s —, ).+ "t / — A ietc- f Phone No:. Z ❑ Approved per applicable codes. 0 Corrections required prior to approval. 3 COMMENTS: /� /3 YlI,9,o 1,v,6 _ / vvv�l�!d 4.L..,, , lu c - Aenrcv,/ U 11) f #14 24,idu, L ,�A 1 iti j 4-i-a- 4-i el • 3 Soraie e cat, - 4c.=� - S ary ee":" i 57;e1,--- ' -A (fi Z,z,lii Auy 442h;- f bv2/- md" >( ;-/ ,-7,i i i- , r 1 ,I)4 5,,t/ f1 /37- ,e574/44:70A'") r f-i`r? h J a to f— n./� /! ar 1 e..-) ,c a! e, -/ i . r ,.I T s —, ).+ "t / — A ietc- f .`j1T I .— "TO f /(A M 7 \ )3-11/ Gm... /j ,s., 1 4) IT' 1 �, !6 I i? (J'._IC c, ,. rrI-...,4/ k/44-c f C.Z. 1 Date: k 119,e (REINSPECTION FEE REQUIRED. prior to next inspection. fee must be Aid at 6300 Southcenter r Blvd., Suite .100. Call-to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 c7 � Project: Type of Inspection: )0'0 PtoSLIN .406?'SG, Addr ss: I663u 0 n..1/4" .P I(° Au`7 Date Called: T�C d c- oJt(f- f'71q :l - s I Special Instructions: Date Wanted: Ii in fiz r%A US ► m T.m, Requester: r,.7 Z l t ✓obi . Phone No: % 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p. A )0'0 PtoSLIN .406?'SG, (II.) nr� o T�C d c- oJt(f- f'71q :l - s I .1 P A Q (4 4) r%A US ► Ae A ,kk_ if d I? %/5 f'' (7,7 / -- err' r,.7 Z l t ✓obi . 3) CC' MP Ile P. a1�Ul I, ; `j 11- • • ;/./ 5 1,14.0 "Q' el , fr,17,or: 1.I INSPECTION FEE EQUIRED. kior to next inspection, fee mpst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION NO t INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type f.lnspection: Address: t <34i0 vLI AAA. e.._ Date Called: Special Instructions: i Date Wanted: . i 0 -Z/p— ! r C.-- p.m. Requester: .5. • k• S Phone No: I fApproved per applicable codes. Corrections required prior to approval. COMMENTS: p- // /7 it ( I 1 ? / 4/ —• 0 i �e- • .5. • k• S / G h ( ( fr.. 40f1 i !cr >. P /e✓', / s ,',. 7EINSPECTION FEE REQUIRED. Prior to next inspection, fee must be pai_d"aat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: �C'Ai . Type of Inspection: rite 0z si• Address: t')310 C 0...24 1P A(.3c+ Date Called: ...- Special Instructions: Date Wanted:. 10-1C- )7 /a.m. -P.m: Requester: Phone No: 7rte! -412 -7(3? Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectq Iii -+^mss l Date: 1 /I REI SPECTION FEE REQ IRED. Prior to next inspection, fee must be p 'd at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. i-i) Q) Fl wk INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ,.PrkrS Type of Inspection: P F.af Address: ��63y� C7tyr►tp,c.... Date Called: OaoI/z- Special Instructions: Date Wanted:. ' !l /A.I 12 . m. Requester: Phone No: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: l h�w.f P of Inspector: OS (Date: 12 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -st0?3 Dj 's CI) I) - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ect, -s Oi-,-{ -►-e -- Type of Inspection: AV t1. ha 1 1 F; 'e F; `1c I Address: / 3 w o"/ -p, c 4 v S. Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y P-S/ rZ. 1A,0,-k- 5 FP-147 O� i.-e Foi,I Ok Dl1 -1ii? Al Fa F► F;v,(I 01/4 Dr)- -a,3.r Monitor: Pre -Fire: Permits: Occupancy Type: ,A4, S— 1 Needs Shift Inspection: Y Sprinklers: //_1-)_/ -.. Fire Alarm: `r Al Fa Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ,A4, S— 1 Inspector: A- y,-,rl) Date: //_1-)_/ -.. Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 2- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dig -23�' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: (^ S „-- -- Sc fr C� Sprinklers: Type of Inspection: Fl-f. Fi ha 1 Hood & Duct: Address: 13 34 o 0/11,r, z Suite #: ,4- vS Contact Person: Occupancy Type: Special Instructions: v Phone No.: \\6/‘ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: J 11 O ctef{v4.0` Tr)-1'tai con 01 T '04f) tc4+ �G) So /Ph0; c'f ¢ c) ok Occupancy Type: v r 0.1<- it) OCCvr A.JJea ew.e .5t+.r/ /;(1t4;\,.1 P-Pel s fp,o,. -k -?Mk 1 . P) % ) D 0C v4 -T c, .,- S . 1 c . \ V cIIvei /o c.4.(A l,1•13.: \ '{'Ct Nl f {I. Ste" i k lvrke-d , ) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j-1/ Date: i /_ ,Z d _ / k 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: r 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 DID -a,3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: -C-Pc( S Type of Inspection: S%f k F h W I ,ioA r� c, 1 Address: t g-s y 0 o/ y '_er c A.) S. Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: S r 4 F I h u \ Ok 614) wait, d o k,.. Monitor: , Pre -Fire: r- 4 f% 4t O( Occupancy Type: Ok ±o S -1U.ck ,Oo,.4-1.([ ef-4:1 ) co✓ro.. ` •, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: , Pre -Fire: Permits: Occupancy Type: Inspector: /,-)„,1s1 I Date: / / -C - /D_ Hrs.: )_ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a -reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 D Series Our toughest deadbolt is also the most flexible. Heavy duty* saw - resistant bolt with spinning hardened steel pin inside for additional protection • Grade 1 - High Strength Steel Grade 2 - Zinc {FILE COPY Integrated anti -pry shield behind cylinder assembly for added security and quicker installation Latch tube construction ADA compliant thumbturn Integrated trim design — fewer pieces out of the box and improved installation time Accepts all small format interchangable style cores (SFIC) and conventional cylinders Security strike on jamb has third screw for deeper anchoring Improved security strike design Added space inside strike box for true deadlatch Tapered front resists wrenching Adjustable backset with lock -in -place design for greater versatility Unique indicator function Available functions (Exterior x Interior) • Single cylinder x thumbturn • Single cylinder x thumbturn - classroom function • Single cylinder x rose • No outside trim x thumbturn • Rose x thumbturn • Occupancy indicator x thumbturn • Double cylinder • Double thumbturn Available Finishes 605 Bright Brass 606 Satin Brass 613 Oil Rubbed Bronze hC�(.il41V gl n*l out more visit www.falcon.ingersollrand.com CITY OF T;.l�t .�_. -� SEP 13 2012 PERMIT CENTER 625 Bright Chrome 626 Satin Chrome CORRECTION LTR #. 1 lnxersal! Rand s' T;r.:hrtolc3yii ©2008 Ingersoll -Rand Company FA -5295 Rev. 11/08 IMININI �$ N NMI gisimmage MIN= 1.11110110111 INMINNIONZ' 1. 1:11MININININIENNENNINIMNININ M WINNIIININNIMINI NMI . ew irimiummummallialINUIII mai ill 1111111111111111111111111111011111 ... isot MEN NEI D Series Heavy /Medium Duty Deadbolt, Grade 1 or Grade 2 configuration The D Series deadbolt from Falcon will fit on virtually any door, thanks to an'adjustable backset with an innovative lock -in -place design. Available in a Grade 1 or Grade 2 configuration, our D Series deadbolt can be fitted with any Falcon cylinder, enhances lock strength on the jamb side of the door and is easier to install than any deadbolt you've ever worked with. Falcon Fits - Everything you need in a deadbolt ;Ali',.,o • Innovative, flexible design • ;Tough -as -nails construction • Unrivaled ease of installation City of Tukwila Permit Center Memo To: Laurie Anderson From: Brenda Holt WA Date: 11/08/2012 Re: Refund Impact Fees Based on a meeting amongst city staff, it was determined that the Sears tenant improvement permit (D12 -235) should receive a credit for the following impact fees: Fire Impact Fee: Park Impact Fee: $ 6,502.40 $13,414.40 Please make the check payable to: Gateway Olympia, Inc c/ CBRE, Inc Attn: Theresa Kaufman 20415 — 72nd Avenue S, Suite 210 Kent, WA 98032 (project acct # 90830402.5000.5304.xxxxx) (project acct # 90330109.5000.5301.xxxxx) Once the check has been processed, please forward the check to me and I will send it to them. If you have any questions, please let me know. Xc: Gail Labanara, Public Works Analyst Permit No <D1.2 -235 City of Tukwila Department of Community Development 6300 Southcenter B oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12 -235 Status: ISSUED Applied Date: 07/06/2012 Issue Date: 10/18/2012 Receipt No.: R12 -02845 Payment Amount: $52,755.58 Initials: WER Payment Date: 10/12/2012 08:39 AM User ID: 1655 Balance: $0.00 Payee: GATEWAY OLYMPIC INC TRUST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0098578 52,755.58 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts FIRE IMPACT FEES 90830402.5000.5304.XXXXX PARK IMPACT FEES 90330109.5000.5301.XXXXX 31,011.44 21,744.14 Total: $52,755.58 doc: Receipt -06 Printed: 10 -26 -2012 Brenda Holt From: Don Tomaso Sent: Wednesday, October 17, 2012 8:16 PM To: 'Theresa.Kaufman @cbre.com'; 'cathleen.meyer @rreef.com'; 'James.Grieco @searshc.com'; 'Gregory.Coleman @cbre.com' Cc: Derek Speck; Nick Olivas; Brenda Holt; Al Metzler; Shelley Kerslake (smkkd @comcast.net); Shelley Kerslake Subject: City of Tukwila Fire & Park Impact Fees for D12 -235, Sear's T/I Importance: High In reviewing this issue with Chief Olivas, Rick Still, Derek Speck and the City Attorney we have determined that this project will qualify for a credit as outlined in TMC 16.26.070.(C) Fire impact fee credit of $6,502.40 Park impact fee credit of $13,414.40 This is based on the total square footage of warehouse space that was listed for the two spaces under lease by Sears that totaled 51,200 square feet. Fire Credit is $127.00 per 1,000 square feet of gross floor area. Parks Credit is $262.00 per 1,000 square feet of gross floor area. will be out of town until November 2, but checking e-mail if you have any questions. Don 1 Brenda Holt From: Kaufman, Theresa @ Seattle South <Theresa.Kaufman @cbre.com> Sent: Wednesday, November 07, 2012 12:19 PM To: Brenda Holt Cc: Coleman, Gregory @ Seattle South Subject: RE: Sears Impact Fees Hello Brenda, I apologize for not getting back to you in a timelier fashion. There was some concern on my end regarding the appeal we've filed and whether or not acceptance of Don's credit would effect that appeal decision. Per the landlord, we will acknowledge Mr..Tomaso's credit but will still be pursuing additional reduction of fees through the formal appeals process. Please forward credit to: Gateway Olympia, Inc. C/O CBRE, Inc. Attn: Theresa Kaufman 20415 — 72nd Avenue South, Suite 210 Kent, WA 98032 Please let me know if you have any additional questions. Thanks, Theresa Theresa Kaufman 1 Real Estate Manager CBRE, Inc. 1 Asset Services 20415 72nd Ave South, Suite 210 1 Kent, WA 98032 T 253 872-98801F 253 872 9884 1 C 360 268 3334 1Seattle South theresa.kaufman(a�cbre.com 1 www.cbre.com Please consider the environment before printing this email. This email may contain information that is confidential or attorney-client privileged and may constitute inside information. The contents of this email are intended only for the recipient(s) listed above. If you are not the intended recipient, you are directed not to read, disclose, distribute or otherwise use this transmission. If you have received this email in error, please notify the sender hmnediately and delete the transmission. Delivery of this message is not intended to waive any applicable privileges. From: Brenda Holt j mailto :Brenda.Holt©TukwilaWA.govl Sent: Wednesday, November 07, 2012 12:04 PM To: Kaufman, Theresa @ Seattle South Subject: FW: Sears Impact Fees Hi Theresa, 1 I would like to process the request for credit of the fire and park impact fees per the email from Don Tomaso, Fire Marshal, dated October 17th. If you are not the appropriate person to obtain the information (see email below) that I am requesting, can you please forward me their contact information. Thank you for your assistance. Brenda Brenda Holt 1 Permit Coordinator 1 City of Tukwila 6300 Southcenter Bl, Suite loo I Tukwila, WA 98188 T: 206/431 -3672 1 F: 206/431 -3665 1 http: / /www.TukwilaWA.gov Brenda.Holt@TulcwilaWA.gov From: Brenda Holt Sent: Wednesday, October 31, 2012 8:38 AM To: Kaufman, Theresa @ Seattle South (Theresa.Kaufmanftcbre.com) Subject: FW: Sears Impact Fees Hi Theresa, I'm just following up on my earlier email that I sent you on Monday. We're you able to locate the address for Gateway Olympic Inc Trust? I will not be able to process this credit until I receive this information. If you have questions, please let me know. Thanks, Brenda Brenda Holt 1 Permit Coordinator 1 City of Tukwila 6300 Southcenter Bl, Suite 100 1 Tukwila, WA 98188 T: 206/431 -3672 1 F: 206/431 -3665 1 http: / /www.TukwilaWA.gov Brenda.Holt@TulcwilaWA.gov From: Brenda Holt Sent: Monday, October 29, 2012 1:48 PM To: Kaufman, Theresa @ Seattle South (Theresa.Kaufman(alcbre.com) Cc: Derek Speck; Don Tomaso; Nick Olivas; Rick Still Subject: Sears Impact Fees Theresa, Per Don Tomaso's email dated October 17th, it indicates that there is a credit due for the Sears tenant improvement permit (D12 -235). I would like to process this refund, but need to know who the payee is. I have Gateway Olympic Inc Trust as the payee on the receipt. I will need to have the check made out to them, but will also need an address. Can you please provide that information to me? Any questions, please feel free to contact me. 2 Brenda Holt 1 Permit Coordinator 1 City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 `T: 206/431 -3672 I F: 206/431 -3665 1 http: / /www.TukwilaWA.gov Brenda.Holt@TukwilaWA.gov 3 CITY OF TUKWILA, WA 98188 -2544 ACCOUNTS PAYABLE CHECK NO. 361947 VAINVOICENUM BE R AtINOSION "MOAT Ee .;: 3�'■ P.O. NUMBER t..:,! iMtketw°te1C}'1Y✓ DESCRIP TI ON ;0447 A:414:1" ., . ;' . AMOUNT D12 -235 11/08/2012 * * * ** *19,916.80 FIRE IMPACT FEE REFUND 19,916.80 PLEASE DETACH BEFORE DEPOSITING THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND -NOT A WHITE BACKGROUND PAY TO THE ORDER OF CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 . PAYABLE THROUGH U.S, BANK- 151 Andover Park East Tukwila. WA 98188 19 -1D 1250 VENDOR - 't . - ONUMeFR A a - NUMBER ',3,- N • C - A `.,:. .:,„U 014525 11/19/2012 361947 * * * ** *19,916.80 Nineteen Thousand Nine Hundred Sixteen Dollars and Eighty Cents; GATEWAY OLYMPIA, INC ATTN: THERESA KAUFMAN 20415 72ND AVE S, SUITE 210` KEN T, WA 98032 (J' o fI THE BACK OF THIS DOCUMENT HAS AN ARTIFICIAL WATERMARK - HOLD AT AN ANGLE TO VIcW ll'036L94711' ' :L25000LO D: L5359L39L6L70 COMMERCIAL REAL ESTATE SERVICES Theresa M. Kaufman Real Estate Manager CB Richard Ellis, Inc. Asset Services October 12, 2012 City of Tukwila Planning/Permit Department • 11=) 20415 — 72 "d Avenue South Suite 210 Kent, WA 98032 253 872 9880 Direct 253 872 9884 Fax theresa.kaufman @cbre.com www.cbre.com RE: 18340 Olympic Avenue South — Sears Outlet Center buildout To Whom it May Concern: Enclosed please find a check in the amount of $52,755.58 to satisfy the City of Tukwila's demand that a Park and Fire impact fees are paid prior to issuing further permits related to Sears' proposed improvements to the above mentioned premises. This fee is paid under protest and CBRE will begin the appeals process on behalf of our client RREEF /Gateway Olympia, Inc. Sincerely, CBRE, Inc. 1?/t/A14-1 /VI* Theresa M Kaufman Real Estate Manager / %oea _ f/r /0 / /Zfr. artoFTutwu EIVED OCT 12 20121 ;Truer CENTER A l'!1NlLi:1 O7. SERVICE .5e19, 51.1Lie TM r I 14 ffitr FEE Pg4 Clrf 6741611VEER PERMANENT FILE COPY .-15 \te;75 Jo —Co SP 2 -e-rooL 4442 k cc- at)l-t-Fr 1)12-235 • PERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -235 PROJECT NAME: SEARS SITE ADDRESS: 18340 OLYMPIC AV S DATE: 09/13/12 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPA TMEN S: n` In- Bui mg Division Fire Prevention Planning Division qii-101■ Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ITC Incomplete n DUE DATE: 09/18/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IT Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/16/12 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PE14141 COON COM 411 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -235 PROJECT NAME: SEARS SITE ADDRESS: 18340 OLYMPIC AV S X Original Plan Submittal Response to Correction Letter # DATE: 07 -06 -12 Response to Incomplete Letter # Revision # After Permit Issued EPARTMENTS: uilding Divisi Public orks 414/\ Hip 00.E , Fire Prevention , Planning Division Structural n Permit Coordinator �l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -10-12 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 yn Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 08-07 -12 Approved n Approved with Conditions ❑ Not Approved (attach comments) X 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 1 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/10/2012 Plan Check/Permit Number: D12 -235 Response to Incomplete Letter # 1 Response to Correction Letter # 1 Revision # after Permit is Issued RECEIVED 4TTY OF TUKWILA Revision requested by a City Building Inspector or Plans Examiner Project Name: Sears Project Address: 18340 Olympic Ave South Contact Person: SEP 13 20f2I PERMIT CENTER Summary of Revision: Phone Number: 1. "Door #1 specifies in addition to other items a "thumb turn lock ". Door handles, pulls, latches, locks and other operating devices on doors required to be accessible shall not require tight grasping, tight pinching or twisting of the wrist to operate unless a readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The unlatching of any door or leaf shall not require more than one operation. Please provide these notes on doors meant for accessible entrances or doors meant to be accessible. R: A sign stating "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" is provided by the Landlord as part of the work included in permit D12 -153. 2. The restroom doors specify a thumb latch. Thumb latch shall be the type that complies with barrier free bathroom door latches. Please specify type of latch and show it complies with accessible barrier free requirements where it shall not require tight grasping, tight pinching or twisting of the wrist to operate. R: Literature from the manufacturer of the thumb latch attached to this letter states that the thumbturn is ADA compliant. 3. The plan show new stair cases and stairs with ramp provided by others. Provide details and specifications for the construction and installation of the ramp and stairs. If under another permit, please state so with permit number. R: The stairs and ramp are provided by the Landlord as part of the work included in permit D12 -153. 4. Gas appliances typically need .... R: A CO detection system plan with alarm and gas line shutoff will be added to the construction documents in lieu of appliance venting. Gas run time will be minimal, only to prove proper operation. Sheet Number(s): Cut sheets & P -3: Revision #4, "Issued For Permit Comments" dated 9/10/12 "Cloud" or highlight all areas of revision including date of revision /i .zJ Received at the City of Tukwila Permit 6. Cerlter by: / � 1/ • N1 Entered in Permits Plus on 11. \Applications \Forms- Applicar ions On I..ine4 2010 Applications \7 -2010 - Revision Submittal.doc Revised- May 2011 1. • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Seth Brown ICE Buildiers 421 E Cerritos Av Anaheim, CA 92805 RE: Correction Letter #1 Development Permit Application Number D12 -235 Sears —18340 Olympic Av S Dear Mr. Brown, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Loanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, 73:::;40 Bill Rambo Permit Technician encl File No. •D12 -235 W: \Permit Center \Correction Letters \2012 \D12 -235 Correction Letter #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 Building Division Review Memo Date: July 12, 2012 Project Name: Sears Permit #: D12 -235 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Door #1 specifies in addition to other items a "thumb turn lock ". Door handles, pulls, latches, locks and other operating devices on doors required to be accessible shall not require tight grasping, tight pinching or twisting of the wrist to operate unless -a readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The unlatching of any door or leaf shall not require more than one operation. Please provide these notes on doors meant for accessible entrances or doors meant to be accessible. (IBC 1008.1.9.1, 1008.1.9.# 2.2 & 1008.1.9.5) 2. The restroom doors specify a thumb latch. Thumb latch shall be the type that complies with barrier free bathroom door latches. Please specify type of latch and show it complies with accessible barrier free requirements where it shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IBC 1008.1.9.1 & 1008.1.9.5) 3. The plan show new stair cases and stairs with ramp provided by others. Provide details and specifications for the construction and installation of the ramp and stairs. If under another permit, please state so with permit number. 4. The plan shows a number of appliance work stations. Part of those stations appears to be operable gas dryers. Provide a narrative to clarify what the use or type of operation will be for this appliance area. Since there are apparently 47 gas piping outlets, for gas dryers, there is no plan for the exhaust. The exhaust shall need to be provided for the gas appliances under a separate mechanical permit. Specify the use of this area and show details for exhaust ducts for the gas appliances. Indicate if this area is to be accessed by customers for viewing. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 23, 2012 PROJECT: Sears Bulk Retail TI 11830 S Olympic Ave S PERMIT NO: D12 -235 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) The City has determined that the building where Sears is moving in has deficiencies on the fire prevention service line. The subject building has a single check backflow, however this devise is not testable and does not meet current Public Works standards. It needs to be replaced with Detector Double Check Valve Assembly per attached City of Tukwila Detail WS -15. Existing Fire Department connection is (FDC) currently double Siamese and needs to be replaced with a Storz Knox Lock Box ordered. from Tukwila Fire Department. Please note that plans for retrofit of fire backflow prevention design must be prepared, stamped and signed by a Level III certificate of competency holder or by Washington State registered professional engineer Mr. Dave Kehle, Seattle architect for Sears previous TI, e-mail address dkehle @dkehlearch.com stated in his e -mail that DDCVA replacement will be done under a separate permit; however as of today permit application has not been received. A separate letter was mailed to the building owner, c/o EProperty Tax Inc. 432320 in Scottsdale, AZ on July 19, 2012. Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for backflow installation or a bond for 150% of the design and installation cost of subject device, together with a letter stating the installation by a certain date (no longer than 90 days). (W:PW Eng/Other /Joanna Spencer /Comments D12 -235) Contractors or Tradespeople Prier Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI 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 I C E BUILDERS INC UBI No. 602013848 Phone 7144911317 Status Active Address 421 E Cerritos Ave License No. ICEBUI.007D7 Suite /Apt. License Type Construction Contractor City Anaheim Effective Date 5/3/2000 State CA Expiration Date 5/28/2013 Zip 92805 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status INDUSCE014KG INDUSTRIAL CONTRNG ENGNRS INC Construction Contractor TB2- 651 - 289605 -022 GRAY, CC HOWARD 5/7/1999 5/1/2000 Archived BROWNCC995BW BROWNCO CONSTRUCTION CO INC Construction Contractor 04/18/2005 PYLE, GERALD G 2/1/2001 3/25/2010 Expired Business Owner Information Name Role Effective Date Expiration Date MOORE, ROBERT A President 05/03/2000 Amount SILVER, BRIAN YOUNG Treasurer 04/18/2005 TB2- 651 - 289605 -022 GRAY, CC HOWARD Vice President 10/18/2004 04/18/2005 PARKER, J SCOTT Vice President 10/18/2004 04/18/2005 PYLE, GERALD G Vice President 05/03/2000 04/18/2005 KINGSBURY, ROBERT E Vice President 01/01/1980 10/18/2004 SILVER, BRIAN YOUNG Secretary 01/01/1980 05/03/2000 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 2 TRAVELERS CAS a SURETY 515103800949 05/23/2002 Until Cancelled $12,000.00 05/28/2002 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 14 Liberty Mutual Fire Insurance TB2- 651 - 289605 -022 10/01/2012 10/01/2013 $1,000,000.00 10/11/2012 13 LIBERTY MUTUAL FIRE INS CO TB2651289605021 10/01/2011 10/01/2012 $1,000,000.00 10/03/2011 12 LIBERTY MUTUAL INS CO TB2651289605029 10/01/2009 10/01/2011 $1,000,000.00 10/12/2010 11 TRAVELERS INDEMNITY CO OF AME VTC2JC05786B961INDO8 10/01/2007 10/01/2009 $1,000,000.0009 /29/2008 10 TRAVELERS INDEM VTC23C05786B961TIL05 10/01/2006 10/01/2008 $1,000,000.00 10/04/2007 https: // fortress .wa.gov /lni/bbip/Print.aspx 10/18/2012 Sears P 7. ""isrNS ^ rn'271 r f -n C f`r nr I of " , IaE, m,,;+. pr;or Epprov -1 Of rool irti? Ft fl .W p' r) s It1m:a4„I + ! revir-r,v 1 17 7:: ri cni OUTLET STORE #9788 18340 S. OLYMPIC AVENUE TUKWILA, WASHINGTON ABBREVIATIONS: ABS AC ACC ACT ADJ AFF ALUM AMP APPROX ARCH BD BLDG BLKG BOB BRG CAB CB CD CKT CLG CLR CM CMNT CMU CNTRS CO CTR CL COL COMP CONC CONT CONST CT CW CWF CWN CXFMR DEG DIA DIM DISP DN DTL DW DWG(S) EA EC ELEC ELEV EQ EQUIP ES EXIST EXP EXT FCO FD FFE Fl FI N FIO FIXT FLEX FLR FOC FOG FOIC FOS FT FV ACRYLONITRILE BUTADIENE STYRENE AIR CONDITIONING ACCESSIBLE ACCOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM AMPERAGE APPROXIMATE ARCHITECTURAL BOARD BUILDING BLOCKING BOTTOM OF BEAM BEARING CABINET CONCRETE BLOCK CONDENSATE DRAIN CIRCUIT CEILING CLEAR / CLEARANCE CONSTRUCTION MANAGER CEMENT CONCRETE MASONRY UNIT CENTERS COMPANY CENTER CENTER LINE COLUMN COMPARTMENT CONCRETE CONTINUOUS CONSTRUCTION CERAMIC TILE COLD WATER COLD WATER FILTERED COLD WATER NANO FILTERED CURRENT TRANSFORMER DEGREES DIAMETER DIMENSION DISPENSER DOWN DETAIL DISHWASHER DRAWING(S) EACH ELECTRICAL CONTRACTOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXPOSED STRUCTURE EXISTING EXPOSED EXTERIOR FLOOR CLEANOUT FLOOR DRAIN FINISH FLOOR ELEV FUTURE INITIATIVES FINISHED FURNISHED & INSTALLED BY OWNER FIXTURE FLEXIBLE FLOOR FACE OF CABINET FACE OF GLAZING FURNISHED BY OWNER INSTALLED BY CONTRACTOR FACE OF STUD FOOT / FEET FIELD VERIFY GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR G.I. GALVANIZED IRON GRND GROUND GWB GYPSUM WALL BOARD HC HOLLOW CORE HD HEAD HDR HEADER HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING HW HOT WATER ID IF IG INSUL INFO IW LL MAX MC MDF MECH MEP MERCH MFG MIN MLDG MTL NAT NIC NL NSF NTS OA OC OD OFI OPNG P PC PERP PLAM PLCS PLEX PLYWD PM POC POS PT QT R RECEPT REF REFRIG REQ'D REV RND SC SCHD SF SHAS SHT SHT MTL SIM SOL SPECS SS SQ STG STRUCT STL SUSP SW SWC T &G TEL TEMP TO$ TW` TYP UC UON V VAL VCT VERT VIF WD WH INSIDE DIAMETER INSIDE /INTERIOR FACE INDEPENDENT GROUND INSULATION INFORMATION INDIRECT WASTE LANDLORD MAXIMUM MECHANICAL CONTRACTOR MEDIUM DENSITY FIBREBOARD MECHANICAL MECHANICAL, ELECTRICAL AND PLUMBING MERCHANDISE UNIT MANUFACTURER MINIMUM MOULDING METAL NATURAL NOT IN CONTRACT NIGHT LIGHT NATIONAL SANITATION FOUNDATION NOT TO SCALE OVER ALL ON CENTER OUTSIDE DIAMETER OF OUTSIDE FACE OWNER FURNISHED ITEM OPENING PAINT PLUMBING CONTRACTOR PERPENDICULAR PLASTIC LAMINATE PLACES PLEXIGLAS PLYWOOD PROJECT MANAGER POINT OF CONNECTION POINT OF SALE PORCELAIN TILE QUARRY TILE RADIUS RECEPTACLE REFERENCE REFRIGERATOR REQUIRED REVISED / REVISION ROUND SEALED CONCRETE SCHEDULE SQUARE FEET SEARS HOME APPLIANCE SHOWROOM SHEET SHEET METAL SIMILAR SOLID SPECIFICATION(S) STAINLESS STEEL SQUARE STORAGE STRUCTURAL STEEL SUSPENDED SOFTENED WATER SOLID WOOD CORE TONGUE AND GROOVE TELEPHONE TEMPORARY TOP OF STEEL TEMPERED WATER TYPICAL UNDERCOUNTER UNLESS OTHERWISE NOTED VENT VALIDATION VINYL COMPOSITE TILE VERTICAL VERIFY IN FIELD WOOD WATER HEATER LEGEND: NORTH X' -XX" 123 NORTH ARROW SECTION NUMBER SECTION TAG SHEET NUMBER FOR DETAIL DETAIL NUMBER DETAIL BUBBLE SHEET NUMBER FOR WHERE DETAIL IS SHOWN OR WHERE IT WAS CUT ELEVATION NUMBER INTERIOR ELEVATION SHEET NUMBER FOR ELEVATION ELEVATION NUMBER ELEVATION BUBBLE SHEET NUMBER FOR ELEVATION REVISION CLOUD REVISION NUMBER CENTER LINE DIMENSION LINES DATUM POINT DOOR NUMBER ELEVATION BENCHMARK FINISH FLOOR TAG ROOM NUMBER WALL TYPE TAG WALL FINISH TAG TOILET ACCESSORY TAG CEILING HGT TAG NEW WALL CONSTRUCTION EXISTING CONSTRUCTION C _ _ _ DEMOLITION WORK EXIST. DOOR TO REMAIN EXIST. DOOR TO BE DEMOLISHED NEW DOOR 1SEPARATE PERMIT REQUIRED FOR: a I iectrical Plumbing teas POMO City of Tukwila BUS► DING DIVISION RIVERSIDE ST. SITE LOCATION MAP SCALE: NTS STORE LOCATION NORTH FILE COPY Permit No.10 1)23$ PI-- r view approval is subject to errors and omissions. t ,j 4 c`; construction documents does not a It crze any adopted code or ordinance. Rcpt rig: Copy and conditions is acknovwledg d: f Tukwila G DIVISION OLYMPIC AVE. SOUTH SITE LOCATION PLAN SCALE: NTS NORTH REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 4 2012' VA� ks- Cfty Y' ` of Tukwil a BUILING DIVISION APPLICABLE BUILDING CODES: NO. BUILDING CODE: IBC 2009 (STATE BUILDING CODE, WAC CHAPTER 51 -50) MECHANICAL CODE: IMC 2009 (STATE BUILDING CODE, WAC CHAPTER 51 -52) ELECTRICAL CODE: NEC 2008 [LAWS, RULES & REG. FOR INSTALLING EL. WIRES & EQUIP. (WAC) 296 -46B] PLUMBING CODE: UPC 2009 (STATE BUILDING CODE, WAC CHAPTER 51 -56 AND 51 -57) ENERGY CODE: 2009 WASHINGTON STATE ENERGY CODE (STATE BUILDING CODE, WAC CHAPTER 51 -11) ACCESSIBLE CODE: ADAAG (STATE BUILDING CODE, WAC CHAPTER 51 -40) FIRE CODE: IFC 2009 (STATE BUILDING CODE, WAC CHAPTER 51 -54 BUILDING INFORMATION: COVER SHEET USE GROUP: MERCANTILE "M ", STORAGE "S -1" CONSTRUCTION TYPE: TYPE IV CONSTRUCTION - HEAVY TIMBER FIRE PROTECTION: FULLY SPRINKLED NUMBER OF STORIES: ONE HEIGHT OF STRUCTURE: EXISTING - NO CHANGE TO STRUCTURE FIRE PROTECTION: FULLY SPRINKLERED BUILDING AREA: EXISTING - NO CHANGE AREA OF INTERIOR WORK: 1ST FLOOR - 50,607 SF MEZZANINE - 1,044 SF MAXIMUM TRAVEL DISTANCE: 250 FEET EGRESS REQUIREMENTS: (PER 2009 INTERNATIONAL BUILDING CODE) OCCUPANCY AREA OCCUPANT LOAD OCCUPANTS TYPE FACTOR ( TABLE 1004.1.1) BUSINESS 1,960 SQ.FT. 100 20 MERCANTILE 13,650 SQ.FT. 30 455 STORAGE 34,320 SQ.FT. 500 69 TOTAL: 49,930 SQ.FT. 543 OCC. MINIMUM NUMBER OF REQUIRED EXITS: 3 NUMBER OF EXITS PROVIDED: 4 TOTAL EXIT WIDTH REQUIRED: 543 OCCUPANTS X .15 = 82 INCHES TOTAL EXIT WIDTH PROVIDED: 132 INCHES E -1 LIGHTING PLAN, NOTES AND SCHEDULES BUILDING DEPT. CONTACT INFORMATION: OUTLET POWER PLAN JURISDICTION: RECEIVED DEPARTMENT OF COMMUNITY DEVELOPMENT JUL O C 2012 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 PERMIT CENTER (206 -431 -3670) PERMIT CENTER. http://www.ci.tukwila.wa.us/dcd/dcdpermit.html LIST OF DRAWINGS NO. TITLE CS COVER SHEET A -1 CONSTRUCTION PLAN A -2 DETAILS A -3 ROOM & FINISH SCHEDULE, DETAILS AS -1 GENERAL NOTES & SPECIFICATIONS E -1 LIGHTING PLAN, NOTES AND SCHEDULES E -2 OUTLET POWER PLAN E -2.1 PARTIAL POWER PLAN E -3 ELECTRICAL DETAILS E -4 PANEL SCHEDULES & SINGLE LINE DIAGRAM P -1 SANITARY /GAS PLUMBING & SPECIFICATIONS P -2 DOMESTIC WATER PLAN F1.1 FIXTURE PLAN FX -2 FIXTURE ASSEMBLY DETAILS FX -3 FIXTURE ASSEMBLY DETAILS FX -4 FIXTURE ASSEMBLY DETAILS FX -5 NOT USED FX -6 NETWORK STAND SG -1 SIGNAGE PLAN SG -2 SIGNAGE CRITERIA AND DETAILS (CHAPTER PLUMBING FIXTURE COUNT: 29 - MIN. PLUMBING FIXTURES) OCCUPANT TYPE SF AREA SF /OCC. OCCUPANTS GROUP M - RETAIL 13650 200 68 GROUP B - ADMIN. 1960 200 10 GROUP S - WAREHOUSE 34320 5000 7 TOTAL: 49,930 SQ.FT. 85 OCC. MINIMUM PLUMBING FACILITIES:TABLE 2902.1 MALE FEMALE EXISTING PROPOSED FIXTURES: (NEW) (REQUIRED) (REQUIRED) FIXTURES: 85/2 =43 85 /2 =43 OCC. OCC. 2 WATER 2 WATER 4 WATER 0 WATER CLOSETS CLOSETS CLOSETS CLOSETS 0 URINALS NA 1 URINALS 0 URINALS 2 2 4 0 LAVATORIES LAVATORIES LAVATORIES LAVATORIES 1 DRINKING FOUNTAINS 0 DRINKING 1 DRINKING FOUNTAINS FOUNTAIN 10 l 341:11, 2635" ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY1,2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 A n ISSUED FOR REVISIONS & PERMIT 2 JUNE 27, 2012 SEARS HOLDINGS COVER SHEET w z w U 0 Cij 0 co (0 z co O J 0 0 QO�w Q cc Q OC -�z zcc w00 — W cD L U LL (J) cr _ C'O Project Arch./ Engineer: M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: CS EXIST. LADDER & ROOF HATCH. PROVIDE SECURITY LADDER GUARD, COTTERMAN LG6 OR EQUAL. N STOCK ROOM 104 LOCKED STORAGE NEW METAL STUD / GWB PARTITION BRACED TO STRUCTURE ABOVE. 74' -10" EXISTING WASHROOMS - NO WORK WASH ROOM 103 WASH ROOM 102 STAIR, RAMP AND ENTRY BY OTHERS. NEW HIGH /LOW WATER COOLERS NEW ACCESSIBLE SIGNAGE. SEE DETAIL 7/A -2 FOR MOUNTING HEIGHT. 1ST FLOOR PLAN SCALE: 3/32" = 1' -0" NORTH SALES AREA 101 NEW 10' HIGH CHAIN LINK FENCE AND GATE FIRE HOSE CABINET, LARSEN'S, "HC" SERIES, SURFACE MOUNTED, STEEL CABINET OR EQUAL. EXISTING FULL HT. PARTITION WALL. ADD 4" HIGH RUBBER BASE TO SALES SIDE. FIRE HOSE CABINET, LARSEN'S, "HC" SERIES, SURFACE MOUNTED, STEEL CABINET OR EQUAL. NEW 3 X 7' HIGH H.M. DOOR IN EXISTING WALL 1 1 1 MANAGER OFFICE 109 ---B — -B WAREHOUSE 106 WORKSTATION ENLARGED LAYOUT 0 0 �l PAINTED EXIT PATH ON FLOOR. COORDINATE WITH FIXTURE LAYOUT PLAN. NEW SERVICE SINK 0 v BREAK ROOM 108 MILLWORK COUNTER - SEE 5/A -2 STAIRCASE BY OTHERS. O CONCRETE PAD - 10' x 40', 6" SLAB TO BE REINFORCED W /6x6- 2.9x2.9WWF. 7 ' 1 / / / , , / , / , , /' ' / / '/, i i / / / i,, 1= / ,//////7 ,7 / ! 1 L_ L 1 J L 1 L EYEWASH STATION, BRADLEY, S19 -921 CASH OFFICE 111 TRAINING ROOM 112 MEZZANINE OFFICE 113 110 5' -0" X A. - FLOOR PLAN SCALE: 3/32" = 1-0" 20' -0" LOCKED STORAGE 107 NEW 10' HIGH CHAIN LINK FENCE AND GATE bi)--et6 MILLWORK COUNTER - SEE 5/A -2 REVIEWED FOR ODE COMPLIANCE APPROVED SEP 2 4 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 06 2012 PERMIT CtIN ISSUE DATE ISSUED FOR SCOPE OF WORK I ISSUED FOR BD MAY 1,2012 __ L____ C___— j _____ ____ ____ !_.__, __.I 1___ 1 _ ? ..___. .___ NEW SERVICE SINK 0 v BREAK ROOM 108 MILLWORK COUNTER - SEE 5/A -2 STAIRCASE BY OTHERS. O CONCRETE PAD - 10' x 40', 6" SLAB TO BE REINFORCED W /6x6- 2.9x2.9WWF. 7 ' 1 / / / , , / , / , , /' ' / / '/, i i / / / i,, 1= / ,//////7 ,7 / ! 1 L_ L 1 J L 1 L EYEWASH STATION, BRADLEY, S19 -921 CASH OFFICE 111 TRAINING ROOM 112 MEZZANINE OFFICE 113 110 5' -0" X A. - FLOOR PLAN SCALE: 3/32" = 1-0" 20' -0" LOCKED STORAGE 107 NEW 10' HIGH CHAIN LINK FENCE AND GATE bi)--et6 MILLWORK COUNTER - SEE 5/A -2 REVIEWED FOR ODE COMPLIANCE APPROVED SEP 2 4 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 06 2012 PERMIT CtIN ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY6, 2012 ISSUED FOR BD MAY 1,2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 A JUNE 27, 2012 ISSUED FOR REVISIONS & PERMIT SEARS HOLDINGS z J z 0 U L.L. 0) z 0 U z 0 0 z_ CO H 0o coo O7 w z w 0 J Cfj 0 0 Cr) co r co co co z 0 CC cn O W CC 0 z_ Q Project Arch./ Engineer. M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: A -1 FOR ALL METAL STUDS COATING: GALVANIZED G60 (Z180) COATING MINIMUM OR EQUIVALENT, COMPLYING WITH ASTM C 645. 4% I' I' CLOTHES WASHER OR DISH WASHER SILICONE CAULK AT BOTTOM OF ALL PARTITIONS. WET STATION O GFCI DUPLEX IN WATERPROOF OUTLET [30X. 3/4" WATERPROOF / NARINE GRADE PLYWOOD BOTH SIDES. OPTION - DENSGLASS SHEATHING. 0 WATER PIPING. 0 3 5/8" METAL STUD, 1 GA @ 16" O.C. WITH G60 C ATING. WASTE PIPING. SEE PLUMBING SHEETS. 2x4 TREATED WOOD UMPER FASTENED TO CONCRETE FLOOR WITH POWDER- ACTUATED FASTENER. FENCE POSTS TOP RAIL CHAIN LINK FABRIC INTERMEDIATE RAIL BOTTOM RAIL EXIST. CONC. SLAB SCALE: 3/4" = DRYER OR OVEN /RANGE f47/8"ir SILICONE CAULK AT BOTTOM OF ALL PARTITIONS. C m (V GFCI DUPLEX IN WATERPROOF OUTLET BOX. 3/4" WATERPROOF / MARINE GRADE PLYWOOD BOTH SIDES. OPTION - DENSGLASS SHEATHING. GAS PIPING. SEE MECH. DWGS. FOR LOCATIrN. 3 5/8" METAL STUD, 18 GA @ 16" O.C. WITH G60 COATING. 2x4 TREATED WOO I BUMPER FASTENED TO CONCRETE FLOOR WITH POWDER - ACTUATED FASTENER. 1 a' O.D. TOP RAI 9 GAUGE CHAIN LINK FABRIC DRY STATION SCALE: 3/4" = 1' -0" 4' -0" 3" O.D. SS40 GALVANIZED UPRIGHT POSTS 2" O.D. SS40 GALVANIZED GATE FRAMEWORK 1 a' O.D. SS40 GALVANIZED INTERMEDIATE RAIL DETEX D -6003 SURFACE MOUNT EXIT BAR, MOUNTED. KEYED CYLINDER (ON ENTRY SIDE) KEEPER (SECURE TO GATE POST WITH SELF - TAPPING SCREWS). ADJUST PANIC DEVICE AND GATE FOR NO MORE THAN i" CLEARANCE @ LATCH AND KEEPER. 1' -6" HIGH 12 GAUGE SHEET STEEL SECURITY PANEL (PAINTED). SECURE TO GATE FAME WITH CARRIAGE BOLTS, NUTS AND WASHERS. 11140:. 4 4 4 4 �M•�LA��,A•ALAL. ∎AL�LALA• /�� 2" O.D. BOTTOM RAIL EXISTING CONCRETE SLAB TOP / CONC. SLAB GATE - PRE - FABRICATED & PREHUNG PANIC BAR CHAIN LINK PEDESTRIAN GATE SIMILAR TO HOOVER FENCE CO. ALTERNATE - PROVIDE & INSTALL QUIK -FENCE WELDED WIRE PARTITION AS MANUFACTUERED BY FOLDING GUARD CORP . LOCKED STORAGE - ELEVATIONS AND SECTION INTERIOR EXISTING ROOF EXIST. ROOF JOISTS MTL. STUD BLOCKING @ 8' -0" 3 5/8" METAL STUDS @ 24" OC SALES AREA 5/8" GWB - PAI NT 4" HIGH RUBBER BASE V.C.T. FLOORING ON CONC. SLAB EXISTING TOP TRACK CONNECTION WITH DEFLECTION CONNECTION EXISTING DIAGONAL BRACING SECURED TO ROOF STEEL. EXPOSED STUDS ABOVE 8' -0" STOCK ROOM 1/2" PLYWOOD TO 8' -0" AFF 0.145 0 x 1-1/4" POWDER ACTUATED FASTNERS @ 32" OC (.4)WSECTIONS - TYPICAL ALL - sc : vr' = - SCALE: 1/2" = 1. ALL INTERIOR WALLS AND PARTITIONS EXCEEDING 6-0" IN HEIGHT, SHOULD WITHSTAND A LATERAL LOAD FORCE OF 5 PSF MIN, PER ASCE 7 -05 AND SECTION 1607.13, IBC 2006. CONTRACTOR TO VERIFY COMPLIANCE. 2. GENERAL WALL CONSTRUCTION NOTE: PROVIDE DIAGONAL SUPPORT AT TOP OF WALL IF PARTITION WALL IS LONGER THEN A 10' -0" SPAN W /OUT WING WALLS OR OTHER LATERAL SUPPORT BOTH SIDES. 3. BRACE TOP OF NON -FULL HEIGHT WALLS WITH DIAGONAL BRACING STAGGERED AT 48" OC. 2-% (20 GA) METAL STUD OR 3/4 10 METAL CONDUIT. 2-6" ONE PIECE PREMANUFACTURED PLASTIC LAMINATE WORK SURFACE. (�I 18" X 24" SUPPORT BRACKET (BY BEST BRACKETS) . INSTALLATION AND SUPPORT BLOCKING AS REQUIRED BY BRACKET MANUFACTURER. COLOR: BLACK SCALE: 1/2" = 1' -0" EXISTING WALL WD. CLEAT, CONT. AT ALL WALLS 2x PT WD. BLOCKING, ANCHORED TO FACE OF EXISTING WALL SECTION AT OFFICE COUNTER SCALE: 1" = 0 v EXTEND HEIGHT OF PARTITION AS REQUIRED FOR ELEC. PANEL. 6-2" END WALL SUPPORT PARTITION 3/8" HILTI WEDGE ANCHOR WITH 1" SHANK (4" EMBEDMENT) AND HEX HEAD NUT WITH LOCK WASHER SCALE: 3/4" = WELD FENCE POST TO GALV. PLATE TYP. ui �� ni s\vi\_ \V\v��_�1 ` \\ 8 "X8 "X1/4" GALVANIZED STEEL PLATE DETAIL - POST SUPPORT NOTE: FRONT APPROACH OR PARALLEL APPROACH CLEAR FLOOR SPACE REQ'D, CENTER ON DOUBLE UNIT. (NTS, DO NOT SCALE) SCALE: 3" = 1' -0" PANEL - SEE ELEC. DWGS. NOTE: 1. TWO WATER COOLER UNITS TO BE INSTALLED (1 - HIGH AND 1 - LOW) LOW UNIT SPOUT OUTLET TO BE SET AT 36" AFF, MAX. HIGH UNIT SPOUT OUTLET TO BE SET AT 38" - 43" AFF, MAX. 2. SEE PLUMBING FIXTURE SCHEDULE FOR MAKE & MODEL PROTRUDING OBJECT COMPLIANT ELKAY, CANE TOUCH APRON, MODEL LKAPREZL, INSTALLED ON HIGH UNIT 12-7" 16-6" 16' -6Y2" DRY WORKSTATIONS 0 0, N (0 0 CV (0 4' HIGH UTILITY SUPPORT WALL. (TYP) 4' HIGH LATERAL SUPPORT rARTITION AT END OF ROWS. 17-03/4" 16' -3%4" DRY WORKSTATIONS DRY WORKSTATIONS DRY WORKSTATIONS 16' -3Y4' 0 CO 0 CV TO 0 DRY WORKSTATIONS 16-61/2' 16' -6%2' DRY WORKSTATIONS 4' HIGH INTERMEDIATE SUPPORT SIMILAR TO END PARTITION. 16' -61/2' DRY WORKSTATIONS FD 4' -0Y" Ea - FD t FACE OF \ FINISHED WALL \ 17" MIN. 18" MAX. a �0 AB A -2 A -2 L_ 4" PVC WASTE LINE ABOVE SLAB FOR WORKSTATIONS WET WORKSTATIONS i 4" PVC WASTE LINE ABOVE SLAB FOR WORKSTATIONS WET WORKSTATIONS NEW TRENCH DRAIN 16' -6%" 16' -6%" WET WORKSTATIONS 16' -61/2' HIGH UNIT BEYOND FRONT APPROACH L_ j, 48" CFS 30" CFS FOR SINGLE LOW UNIT Z L� N0 0 00 M z co o0 N O z J z Z D 0?O Mao a 30" CFS I, LOW UNIT FRONT APPROACH ELEVATION SECTION @ HI -LO WATER COOLER U A- A -2 SCALE: N.T.S. (1/2") = r�a SCALE: N.T.. (1/2 ") = 1' -0" w Z 0 48" M NIMUM CFS FRONT APPROACH z 2 0) WORKSTATION - ENLARGED PLAN SCALE: 3/16" = 1' -0" / OUTLINE FOR RESTROOM 9" SIGNAGE 0 C0 Q FINISHED FLOOR LEVEL 18" X 18" MIN. CFS BELOW ISA SIGNAGE SIGNAGE MOUNTING HEIGHT SCALE: 1/2" = 1' -0" D-- ?„-3s REVIEWED FOR DAPCE ROVED SEP 2 4 2012 • City of Tukwila BUILDING DIVISION RECEIVED JUL 06 2012 PERMIT CENTER ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID 0 REVISED ELECTRICAL SERVICE 0 A JUNE 27, 2012 ISSUED FOR REVISIONS & PERMIT 3/4" WATERPROOF / MARINE GRADE O PLYWOOD BOTH SIDES. OPTION - DENSGLASS SHEATHING. - SILICONE CAULK AT BOTTOM OF ALL PARTITIONS. O - ELEC. PANEL SEE PLANS FOR LOCATIONS. REINFORCE WALL AS REQUIRED. END WALL SUPPORT PARTITION 3/8" HILTI WEDGE ANCHOR WITH 1" SHANK (4" EMBEDMENT) AND HEX HEAD NUT WITH LOCK WASHER SCALE: 3/4" = WELD FENCE POST TO GALV. PLATE TYP. ui �� ni s\vi\_ \V\v��_�1 ` \\ 8 "X8 "X1/4" GALVANIZED STEEL PLATE DETAIL - POST SUPPORT NOTE: FRONT APPROACH OR PARALLEL APPROACH CLEAR FLOOR SPACE REQ'D, CENTER ON DOUBLE UNIT. (NTS, DO NOT SCALE) SCALE: 3" = 1' -0" PANEL - SEE ELEC. DWGS. NOTE: 1. TWO WATER COOLER UNITS TO BE INSTALLED (1 - HIGH AND 1 - LOW) LOW UNIT SPOUT OUTLET TO BE SET AT 36" AFF, MAX. HIGH UNIT SPOUT OUTLET TO BE SET AT 38" - 43" AFF, MAX. 2. SEE PLUMBING FIXTURE SCHEDULE FOR MAKE & MODEL PROTRUDING OBJECT COMPLIANT ELKAY, CANE TOUCH APRON, MODEL LKAPREZL, INSTALLED ON HIGH UNIT 12-7" 16-6" 16' -6Y2" DRY WORKSTATIONS 0 0, N (0 0 CV (0 4' HIGH UTILITY SUPPORT WALL. (TYP) 4' HIGH LATERAL SUPPORT rARTITION AT END OF ROWS. 17-03/4" 16' -3%4" DRY WORKSTATIONS DRY WORKSTATIONS DRY WORKSTATIONS 16' -3Y4' 0 CO 0 CV TO 0 DRY WORKSTATIONS 16-61/2' 16' -6%2' DRY WORKSTATIONS 4' HIGH INTERMEDIATE SUPPORT SIMILAR TO END PARTITION. 16' -61/2' DRY WORKSTATIONS FD 4' -0Y" Ea - FD t FACE OF \ FINISHED WALL \ 17" MIN. 18" MAX. a �0 AB A -2 A -2 L_ 4" PVC WASTE LINE ABOVE SLAB FOR WORKSTATIONS WET WORKSTATIONS i 4" PVC WASTE LINE ABOVE SLAB FOR WORKSTATIONS WET WORKSTATIONS NEW TRENCH DRAIN 16' -6%" 16' -6%" WET WORKSTATIONS 16' -61/2' HIGH UNIT BEYOND FRONT APPROACH L_ j, 48" CFS 30" CFS FOR SINGLE LOW UNIT Z L� N0 0 00 M z co o0 N O z J z Z D 0?O Mao a 30" CFS I, LOW UNIT FRONT APPROACH ELEVATION SECTION @ HI -LO WATER COOLER U A- A -2 SCALE: N.T.S. (1/2") = r�a SCALE: N.T.. (1/2 ") = 1' -0" w Z 0 48" M NIMUM CFS FRONT APPROACH z 2 0) WORKSTATION - ENLARGED PLAN SCALE: 3/16" = 1' -0" / OUTLINE FOR RESTROOM 9" SIGNAGE 0 C0 Q FINISHED FLOOR LEVEL 18" X 18" MIN. CFS BELOW ISA SIGNAGE SIGNAGE MOUNTING HEIGHT SCALE: 1/2" = 1' -0" D-- ?„-3s REVIEWED FOR DAPCE ROVED SEP 2 4 2012 • City of Tukwila BUILDING DIVISION RECEIVED JUL 06 2012 PERMIT CENTER ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 A JUNE 27, 2012 ISSUED FOR REVISIONS & PERMIT SEARS HOLDINGS z 0 w Z s w J :17014C Q O � d' I` M sume co (D 0 cc co 0 CD z_ Project Arch./ Engineer. M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: A -2 ROOM FINISH SCHEDULE DOOR AREA NO. AREA DESCRIPTION FLOOR FINISH WALL FINISH CEILING REMARK$ MATERIAL FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL HEIGHT MAT./ FINISH MAT. FINISH MAT. _I FINISH MAT. FINISH MAT. FINISH 101 SALES AREA CONC. SEALED CONC. 1/A -3 GWB 2/A -3 GWB 1/A -3 GWB 1/A -3 EXPOSED AS -IS INSTALL BASE ON ALL WALLS WITH A DRYWALL FINISH 102 WASHROOM VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT EXPOSED EXIST. ACT 103 WASHROOM VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT - 104 STOCKROOM CONC. SEALED GWB PAINT CONC. PAINT GWB PAINT GWB PAINT EXPOSED AS -IS - 105 LOCKED STORAGE CONC. SEALED - - CONC. PAINT GWB PAINT - - EXPOSED AS -IS - 106 WAREHOUSE CONC. SEALED - - - - - - - - EXPOSED AS -IS - 107 LOCKED STORAGE CONC. SEALED - - - - - - - - EXPOSED AS -IS - 108 BREAK ROOM VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT 1 3/4" 109 MANAGER OFFICE VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT 7-0" 110 MEZZANINE VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT 6-0" 111 CASH OFFICE VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT 1 112 TRAINING ROOM VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT STEEL 113 OFFICE VCT WAXED GWB PAINT GWB PAINT GWB PAINT GWB PAINT - EXIST. ACT - ROOM FINISH NOTES: 1. ALL PAINTING MATERIAL AND LABOR WILL BE PROVIDED BY THE LANDLORD. 2. PAINT FINISH SHALL BE EGGSHELL FOR ALL GENERAL AREAS AND SEMI -GLOSS IN WASHROOMS UNLESS NOTED OTHERWISE. 3. ALL WALLS IN ROOMS IN BREAK ROOM AND MEZZANINE AREAS SHALL BE PAINTED. COLOR TO BE SHERWIN WILLIAMS, SW7559 - DECOR WHITE. 4. ALL FLOOR MATERIAL IS EXISTING. REPAIR, PATCH AND FINISH AS NOTED. DOOR SCHEDULE DOOR REMARKS DOOR NO. LOCATION TYPE MATERIAL QTY. NOMINAL SIZE THRESHOLD LOUVER GLASS FRAME HARDWARE WIDTH HEIGHT TH'K WIDTH HEIGHT TYPE MATERIAL 1 FRONT ENTRY - EX 1 2 3'-0" 7-0" 1 3/4" EX 1A PUBLIC ENTRY 2 WASHROOM - EX 1 6-8" 13/4" - - - - - EX 2 13A 3-0" 3 WASHROOM - EX 1 3' -0" 6-8" 13/4" - - - - - EX 13A 4 EXIT - EX 1 3-0" 7-0" 1 3/4" - - - - - EX 6 EMERGENCY EXIT 5 STOCK ROOM BB S.C. WOOD 1 6-0" 7-0" 1 3/4" - - - MFR. SPEC. 03 H.M. - CASED OPENING, NO STEPS ON FRAME 6 LOCKED STORAGE - STEEL 1 4-0" 7-3" - - - - - - STEEL SEE 1/A -2 CYLINDER LOCK 7 STOCK ROOM BB S.C. WOOD 1 6-0" 7' -0" 1 3/4" - - - MFR. SPEC. 03 H.M. - CASED OPENING, NO STEPS ON FRAME 8 WAREHOUSE C H.M. 1 3-0" 6-8" 1 3/4" - - - - 01,02 H.M. 11 9 EXIT - EX 1 3' -0" 7-0" 1 3/4" - - - - - EX 6A EMPLOYEE ENTRY / EMERGENCY EXIT 10 MANAGER OFFICE - EX 2 6-0" 6-8" 3/4" - - - - - EX 11 11 EXIT - EX 1 3-0" 7-0" 13/4" - - - - - EX 1A EXIT 12 LOCKED STORAGE - STEEL 1 4-0" 7-3" - - - - - - STEEL SEE 1 /A -2 CYLINDER LOCK 13 EXIT - EX 1 3-0" 7-0" 1 3/4" - - - - - EX 6B EMERGENCY EXIT 14 OFFICE - EX 1 3-0" 6-8" 13/4" - - - - - EX 11 15 CASH OFFICE - EX 1 3-0" 6-8" 1 3/4" - - - - - EX 11 EXISTING DOORS: 1. FIELD VERIFY HARDWARE ON EXISTING DOORS. IF EXISTING HARDWARE IS IN GOOD WORKING CONDITION AND IS EQUAL TO HARDWARE LISTED IN THE DOOR SCEDULE /SPECIFICATIONS DO NOT REPLACE HARDWARE. THIS DOES NOT APPLY TO LOCKSETS, CYLINDERS AND EXIT DEVICES. 2. PROVIDE DOOR HARDWARE AS REQUIRED AND IN COMPLIANCE WITH ADA. 3. FRONT DOOR ENTRANCE IS TO BE FITTED WITH AN EXTRA HEAVY SECURITY DEADLOCK HAVING A BEST COMPATIBLE MORTISE CYLINDER WITH INTERCHANGEABLE CORE AND THUMB LATCH. 4. EMERGENCY EXIT DOORS, AS REQUIRED, SHOULD BE FITTED WITH EXIT DEVICE ED -1, EQUIPPED WITH BEST LOCK CYLINDER. 5. ALL CYLINDERS SHALL BE BEST LOCK MORTISE CYLINDERS WITH REMOVABLE 7 PIN CORES WITH CONSTRUCTION KEYING FEATURE. 6. VERIFY ALL EXISTING EXTERIOR DOORS HAVE WEATHERSTRIPPING AND THRESHOLDS AS REQUIRED. GENERAL NOTES: 1. PERMANENT CORES AND KEYS ARE PROVIDED BY SEARS PROJECT MANAGER AND INSTALLED BY CONTRACTOR THE DAY THE SITE IS TURNED OVER TO SEARS. 2. ONE KEY SHALL OPERATE ALL LOCKS IN BUILDING. SHERWIN WILLIAMS SW7559 DECO WHITE (FLAT FINISH) SHERWIN WILLIAMS SW6116 TATAMI TAN (FLAT FINISH) SHERWIN WILLIAMS SW7577 BLACKBERRY (EGGSHELL FINISH) 0 TO CEILING DOORS AND TRIM PAINT SHERWIN WIWAMS SW6116 TATAMI TAN (SEMI GLOSS FINISH) WALL OF EYES N JOHNSONITE VINYL BASE 130 SISAL *STORES WITH CEILINGS ABOVE 12* f t REINFORCED H.M. HEAD WITH 12 GA. PLATE MIN. 12 FROM JAMB. WINDOWS PER MFR. SPECIFICATION. DOUBLE ACTING DOOR. REINFORCED H.M. JAMB WITH 12 GA. PLATE MIN. +2-0" A.F.F. DOOR TYPES SCALE: 1/4" = 1' -0" 0 SCALE: 1/4" = 5" x 20" x 1/4" TEMPERED GLASS SHERWIN WILLIAMS SW7559 DECOR WHITE (FLAT FINISH) SHERWIN WILLIAMS SW6116 TATAMI TAN (FLAT FINISH) TO CEILING 1 SHERWIN WILLIAMS SW7577 BLACKBERRY (EGGSHELL FINISH) 0 SHERWIN WILLIAMS SW6116 TATAMI TAN (EGGSHELL FINISH) 0 1- DOORS AND TRIM PAINT SHERWIN WILLIAMS SW6116 TATAMI TAN (SEMI GLOSS FINISH) BACK WALL 1 1 JOHNSONITE VINYL BASE 130 SISAL *STORES WITH CEILINGS ABOVE 12* SEALANT BOTH SIDES (TYPICAL) DOUBLE METAL STUDS �' II �_ I 6 MAX METAL STUD (20 GA MIN) CONT. 2x STUDS 0 1- JAMB 01 RE: SEE FLOOR PLAN WALL THICKNESS AND FINISH HEAD O2 SEALANT BOTH SIDES (TYPICAL) DOOR FRAME DETAILS SCALE: 1/4" = Al 6 MAX SEALANT BOTH SIDES (TYPICAL) DOUBLE METAL STUDS METAL STUD (20 GA MIN) JAMB 03 SCALE: 1 1/2 = REVIEWED FOR DE COMPLIANCE APPROVED SEP 2 4 2012 City of Tukwila BUILDING DIVISION RECEIVE JUL 06 2012 PERMIT CENTER ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 A n ISSUED FOR REVISIONS & PERMIT 2 JUNE 27, 2012 SEARS HOLDINGS w z w U J 0 co 00 C) CO 7, CC O U — Z Q W — CC Q Z J W C W Z = W m U_ LL rz — co O Q 2 co co co 0 CC O 0 cn Z_ Project Arch./ Engineer M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: A -3 GENERAL NOTES 1. NO WORK IS TO COMMENCE UNTIL A CONTRACT HAS BEEN EXECUTED. 2. THE INSPECTION OF THE EXISTING PREMISES FOR ASBESTOS SHALL BE THE RESPONSIBILITY OF SEARS HOLDINGS. ABATEMENT OF ASBESTOS, IF REQUIRED, SHALL BE THE RESPONSIBILITY OF THE SEARS HOLDINGS. 3. ALL WORK INDICATED ON THE CONSTRUCTION DOCUMENTS (INCLUDING DRAWINGS AND SPECIFICATIONS) IS BY THE GENERAL CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. (UNLESS OTHERWISE NOTED). THROUGHOUT CONSTRUCTION DOCUMENTS. 5. THE CONTRACTOR AND SUB - CONTRACTORS SHALL BE SUBJECT TO & COMPLY WITH ALL SHC SECURITY POLICIES, AS REQUIRED SHC RESERVES THE RIGHT TO CONDUCT SECURITY INSPECTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL TRADE PERMITS AND OTHER PERMITS AS MAY BE REQUIRED BY THE JURISDICTIONS HAVING AUTHORITY OVER THE PROJECT. 7. THE CONTRACTOR SHALL PROVIDE MEANS OF SAFE EGRESS DURING THE PROGRESS OF CONSTRUCTION. 8. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING CODE AND A.D.A. REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES THAT APPLY. HOWEVER, WHERE THE DRAWINGS AND /OR SPECIFICATIONS ARE MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE SEARS PROJECT MANAGER OF ANY INCONSISTENCIES OR DISCREPANCIES PRIOR TO BIDDING / CONSTRUCTION. INCLUDING CODE COMPLIANCE. 9. ALL WORK SHALL COMPLY WITH OSHA STANDARDS. 10. SAFETY MEETINGS ARE THE RESPONSIBILITY OF THE GC. CUSTOMER SAFETY IS THE DAILY RESPONSIBILITY OF THE GC. 11. THE CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE WITH SHC PROJECT MANAGER. 12. THE CONTRACTOR IS TO WORK DURING HOURS AND DAYS AGREED UPON IN ADVANCE WITH SEARS PROJECT MANAGER AND IN ACCORDANCE WITH ALL LOCAL LAWS. 13. DRAWINGS ARE NOT TO BE SCALED, USE DIMENSIONS ONLY. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO SUBMITTING CONSTRUCTION BIDS & BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES TO THE SEARS PROJECT MANAGER IMMEDIATELY FOR CLARIFICATION AND /OR RESOLUTION BEFORE BEGINNING CONSTRUCTION. 14. ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS OTHERWISE NOTED. 15. THE CONTRACTORS SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY ALL SITE CONDITIONS PRIOR TO SUBMITTING CONSTRUCTION BIDS & BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES TO THE SEARS PROJECT MANAGER IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING CONSTRUCTION. 16. THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND COORDINATE ALL TRADES TO WORK WITH ALL DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE SEARS PROJECT MANAGER FOR CLARIFICATION PRIOR TO INSTALLATION OF WORK. 17. ALL CONTRACTORS, SUB CONTRACTORS, SUPPLIERS AND ALL OTHER TRADES INVOLVED IN THE WORK OR PORTION THERE OF SHALL REVIEW THE COMPLETE CONSTRUCTION DOCUMENTS AND HAVE KNOWLEDGE OF ALL THE WORK TO BE PERFORMED BY ALL THE TRADES THAT AFFECTS SAID WORK AND SHALL COORDINATE THEIR WORK WITH SAID CONTRACTORS, SUB CONTRACTORS AND TRADES. 18. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. THE RECORD 19. THESE CONSTRUCTION DOCUMENTS ARE BASED ON THE ORIGINAL ENGINEERING PLANS. NO AS -BUILT VISIT WAS PERFORMED. ANY INCONSISTENCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE SEARS PROJECT MANAGER PRIOR TO COMMENCING ANY CONSTRUCTION OF WORK. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT MIGHT HAVE EXISTING UTILITIES ON SITE TO DETERMINE IF AN EXIST AND HOW TO HANDLE. SEARS PROJECT MANAGER OR ENGINEER CANNOT BE RESPONSIBLE FOR EXISTENCE OR LOCATION OF UNDERGROUND UTILITIES. 21. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE IN COMPLIANCE WITH REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. 22. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVALS, CUTTING AND PATCHING TO ACCOMMODATE THE NEW WORK UNLESS SPECIFICALLY NOTED OTHERWISE. 23. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. 24. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. 25. ANY NEW WALL PENETRATIONS SHOULD BE APPROVED BY AND FURTHER COORDINATED WITH THE SEARS PROJECT MANAGER AS NECESSARY PRIOR TO ANY WORK BEING DONE. 26. ALL DEBRIS RESULTING FROM DEMOLITION AND /OR NEW WORK IS THE PROPERTY OF THE CONTRACTOR (UNLESS OTHERWISE NOTED ON DRAWINGS OR SEARS PROJECT MANAGERS S.O.W.) AND SHALL BE DISPOSED OF OFF SITE. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. 27. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND FREE OF DEFECTS. ALL MATERIALS AND EQUIPMENT SHALL BE OF THE HIGHEST QUALITY AND CONFORM TO ACCEPTABLE INDUSTRY/TRADE STANDARDS. 28. ALL MATERIALS ARE TO BE PURCHASED AND INSTALLED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE 29. G.C. IS RESPONSIBLE TO KEEP WORK AREA CLEAN THROUGHOUT EACH DAY. 30. CONTRACTOR TO CLEAN THE WORK AREA AT COMPLETION OF PROJECT. 31. CONTRACTOR INSTALLING FLOOR TILES SHALL LEAVE ONE (1) BOX OF EACH FLOOR TILE WITH STORE MANAGER. ARCHITECTURAL SPECIFICATIONS SECTION 02821 CHAIN LINK FENCE AND GATES PRODUCTS MATERIAL A. ALL FENCE, FABRIC AND POSTS AND GATE FRAMES, FABRIC AND POSTS MATERIALS, INCLUDING ALL FITTINGS AND ACCESSORIES, SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: 1. ZINC FABRIC COATING SHALL BE 2,0 OUNCE PER SQUARE FOOT CONFORMING TO ASTM A -392. 2. ALUMINUM FABRIC COATING SHALL BE .40 OUNCE PER SQUARE FOOT CONFORMING TO ASTM A -491. 3. ROLL FORMED STEEL SECTIONS SHALL CONFORM TO ASTM A -570, GRADE 45 WITH 2.0 OUNCE PER SQUARE FOOT ZINC - ALUMINUM COATING CONFORMING TO ASTM A -525 OR 2.0 OUNCE PER SQUARE FOOT ZINC COATING CONFORMING TO ASTM A -132. 4. TYPE I STEEL PIPE SHALL BE STANDARD WEIGHT, SCHEDULE 40, WITH 2.0 OUNCE PER SQUARE FOOT ZINC COATING CONFORMING TO ASTM A -123. 5. TYPE II STEEL PIPE SHALL BE COLD ROLLED WELDED STEEL CONFORMING TO ASTM A -569 AND HAVING A MINIMUM YIELD STRENGTH OF 50,000 PSI. COATING SHALL BE CORROSION RESISTANT ZINC BASED CONTAINING 80% MINIMUM ZINC POWDER. 6. ALL FITTINGS SHALL BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A -153. 7. BENDING STRENGTHS UNDER A SIX FOOT (6') CANTILEVER LOAD FOR POSTS AND A VERTICAL BENDING STRENGTH ON A TEN FOOT (10) SPAN FOR RAILS SHALL NOT BE LESS THAN SPECIFIED BELOW: 8. CORNER AND TERMINAL POST BENDING STRENGTH SHALL BE 381 POUNDS MINIMUM. 9. INTERMEDIATE POST BENDING STRENGTH SHALL BE 201 POUNDS MINIMUM. 10. TOP RAIL BENDING STRENGTH SHALL BE 202 POUNDS MINIMUM. B. FENCE FABRIC SHALL BE #9 GAUGE, CHAIN LINK OPEN HEARTH STEEL WIRE, HOT - DIPPED GALVANIZED AFTER WEAVING OR HOT - DIPPED ALUMINUM COATED BEFORE WEAVING, WOVEN IN A 2" DIAMOND MESH. TOP SALVAGE SHALL BE KNUCKLED AND BOTTOM SALVAGE SHALL BE TWISTED AND BARBED. C. CORNER, PULL AND TERMINAL POSTS SHALL BE 3.5" X 3.5" ROLL FORMED STEEL SECTION, WEIGHT 4.8 LBS. PER FOOT, 3" O.D., TYPE I STEEL PIPE, WEIGHT 5.79 LBS. PER FOOT OR 3" O.D. OR TYPE II STEEL PIPE, WEIGHT 4.64 LBS. PER FOOT. D. INTERMEDIATE POSTS SHALL BE 2.25" X 1.70" ROLL FORMED STEEL "C" SECTION, WEIGHT 2.64 LBS. PER FOOT, 2 -1/2" O.D., TYPE I STEEL PIPE, WEIGHT 3.65 LBS. PER FOOT OR 2 -1/2" O.D. OR TYPE II STEEL PIPE, WEIGHT 3.12 LBS. PER FOOT. E. TOP, INTERMEDIATE AND BOTTOM RAILS SHALL BE 1.625" X 1.25 "ROLLED FORMED STEEL SECTION, WEIGHT 1.37 LBS. PER FOOT, 1 -5/8" O.D., TYPE I STEEL PIPE, WEIGHT 2.27 LBS. PER FOOT OR 1 -5/8" O.D., TYPE II STEEL PIPE, WEIGHT 1.84 LBS. PER FOOT. 1. BOTTOM RAILS SHALL BE PROVIDED FOR THE FIRST FENCE BAY ADJACENT TO CORNER POSTS (IN EACH DIRECTION) AND AT TERMINAL AND GATE POSTS. BOTTOM TENSION WIRE SHALL BE PROVIDED FOR THE REMAINDER OF THE FENCE RUN. F. GATE POSTS SHALL BE 3.5" X 3.5" ROLL FORMED STEEL SECTION, WEIGHT 4.8 POUNDS PER FOOT, 3" O.D., TYPE I STEEL PIPE, WEIGHT 5.79 POUNDS PER FOOT OR 3" O.D., TYPE II STEEL PIPE, WEIGHT 4.64 POUNDS PER FOOT. G. BOTTOM TENSION WIRE SHALL BE NO. 6 GAUGE GALVANIZED OR ALUMINUM COATED SPRING COIL OR CRIMPED WIRE. MINIMUM WEIGHT OF COATING SHALL BE THE SAME AS THE WIRE FABRIC. H. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON DESIGNED AS A WEATHERTIGHT CLOSURE CAP. TOPS OF LINE POSTS SHALL BE DESIGNED TO PERMIT PASSAGE OF TOP RAIL. PROVIDE ONE CAP FOR EACH POST. I. STRETCHER BARS SHALL BE ONE PIECE LENGTHS EQUAL TO FULL HEIGHT OF FABRIC WITH A MINIMUM CROSS SECTION OF 3/16" X 3/4 ". PROVIDE ONE STRETCHER BAR FOR EACH TERMINAL POST AND FOR EACH CORNER POST. J. STRETCHER BAR BANDS, TIE WIRES, HOG RINGS, COUPLINGS, NUTS, BOLTS AND MISCELLANEOUS FASTENING DEVICES SHALL BE MANUFACTURER'S STANDARD FOR HEAVY CONSTRUCTION FENCE AND GATE. K. SWING GATE SHALL BE FABRICATED FROM THE FOLLOWING COMPONENTS: 1. FABRIC SHALL BE IDENTICAL TO FENCE FABRIC. 2. GATE FRAME SHALL BE 2" O.D., TYPE I STEEL PIPE, WEIGHT 2.72 POUNDS PER FOOT OR 2" O.D., TYPE II STEEL PIPE WEIGHT 2.28 POUNDS PER FOOT. 3. HINGES SHALL BE PRESSED STEEL OR MALLEABLE IRON TO SUIT GATE SIZE, NON -LIFT OFF TYPE. HINGES SHALL BE OFFSET TO PERMIT 180 DEGREE OPENING. PROVIDE ONE AND ONE -HALF (1 -1/2) PAIR OF HINGES PER LEAF. 4. LATCH SHALL BE FORKED TYPE FOR SINGLE GATE AND PLUNGER BAR TYPE WITH FLUSH KEEPER FOR DOUBLE GATE. LATCH SHALL PERMIT OPERATION FROM EITHER SIDE WITH PROVISIONS FOR PADLOCK. 5. GATE KEEPER SHALL BE AUTOMATIC TYPE FOR SECURING FREE END OF EACH GATE LEAF IN ITS FULL OPEN POSITION. L. ALL COMPONENTS AND FABRICS SHALL HAVE THE FINISH AND COLOR AS SHOWN ON THE DRAWINGS OR AS SPECIFIED HEREIN. 1. ALL HARDWARE AND ACCESSORIES SHALL HAVE THE SAME FINISH AND COLOR AS THE MAIN COMPONENT AND FABRICS. M. COATING FOR WELDS SHALL BE LIQUID ZINC BASED COATING, CONTAINING 80% MINIMUM ZINC POWDER, SPECIFICALLY FORMULATED FOR GALVANIZE TOUCH -UP. N. CONCRETE FOR POST BASES SHALL CONTAIN PORTLAND CEMENT COMPLYING WITH ASTM C -150, FINE AND COARSE AGGREGATES COMPLYING WITH ASTM C -33, AND CLEAN WATER. PROPORTION AND MIX MATERIALS TO PROVIDE CONCRETE WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2500 PSI, USING AT LEAST 4 SACKS OF CEMENT PER CUBIC YARD AND 1" MAXIMUM SIZE AGGREGATE. 1. PROVIDE AIR- ENTRAINING ADMIXTURE COMPLYING TO ASTM C -260 TO CREATE 2% TO 4% AIR ENTRAINMENT. 2. CONCRETE TO HAVE A MAXIMUM SLUMP OF 3". 3. ALL MIX DESIGN, MATERIALS AND ADMIXTURES MUST MEET THE REQUIREMENTS OF SECTION 03300. EXECUTION INSTALLATION A. ALL INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) AND "INSTALLATION OF CHAIN LINK FENCING" ASTM F567. TOLERANCES A. SITE FENCING, POSTS AND GATES SHALL BE INSTALLED TO EXTENT, LINES AND LOCATIONS SHOWN ON THE DRAWINGS. NO FENCE COMPONENT SHALL EXTEND ACROSS PROPERTY LINE. 1. VARIATION IN PLUMB SHALL NOT EXCEED 1/4" IN 6-0 ". 2. MAXIMUM OFFSET FROM TRUE POSITION SHALL NOT EXCEED 1" IN 25' -0 ". 3. NO FENCE COMPONENT MAY EXTEND OVER PROPERTY LINE. SECTION 08380 TRAFFIC IMPACT DOORS PRODUCTS MATERIALS A. DOORS SHALL HAVE PLASTIC LAMINATE UPPER PANEL, BOTH SIDES, AND 48" HIGH X 18 GAUGE STAINLESS STEEL IMPACT PLATES, BOTH SIDES, 18 GAUGE STAINLESS STEEL EDGE TRIM, BONDED TO A 3/4' THICK SOLID WOOD CORE. PROVIDE STAINLESS STEEL HINGE COVERS WITH 'E' STYLE HINGES. PROVIDE 9" X 14" ACRYLIC SAFETY WINDOW MOUNTING 53" ABOVE FLOOR. MANUFACTURERS A. DOORS - HINGED TOP AND BOTTOM 1. CHASE INDUSTRIES, "SC- 3002" 2. ELIASON CORPORATION, "SCP2" FINISHES A. DOOR PANEL FOR "CHASE " - COLOR TO MATCH: 1. WILSONART D- 381 -60 "FASHION GREY" B. IMPACT PLATES - STAINLESS STEEL SECTION 08710 FINISH HARDWARE GENERAL REQUIREMENTS A. ALL APPLICABLE PORTIONS OF DIVISION 1 - GENERAL REQUIREMENTS ARE TO BE CONSIDERED AS INCLUDED WITH THIS SECTION. DESCRIPTION A. FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICE, ETC., NECESSARY AND INCIDENTAL FOR THE COMPLETION OF ALL FINISH HARDWARE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES: 1. FURNISH FINISH HARDWARE TO COMPLY WITH THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION WHERE SUCH REQUIREMENTS EXCEED THE REQUIREMENTS OF THE SPECIFICATIONS. 2. HARDWARE TO HAZARDOUS AREAS SHALL COMPLY WITH THE REQUIREMENTS OF THE REGULATIONS FOR PUBLIC BUILDING ACCOMMODATIONS FOR PHYSICALLY HANDICAPPED PERSONS OF THE GOVERNMENTAL AUTHORITY HAVING JURISDICTION. TEMPLATES AND HARDWARE LOCATION A. FURNISH HARDWARE MADE TO TEMPLATE. SUPPLY REQUIRED TEMPLATES AND HARDWARE LOCATIONS TO THE DOOR AND FRAME MANUFACTURERS. CYLINDERS AND KEYING A. ALL HARDWARE COMPONENTS CAPABLE OF BEING LOCKED SHALL BE PROVIDED WITH A CYLINDER AS LISTED BELOW. 1. FURNISH CYLINDERS FACTORY MASTER KEYED TO A BEST SEVEN PIN SYSTEM AS DESCRIBED BELOW. 2. THE CYLINDERS SCHEDULED FOR THE EXTERIOR ENTRANCE DOOR AND THE PHARMACY DOOR ARE TO RECEIVE A BEST PEAKS PATENT CORE. ALL OTHER DOORS ARE TO RECEIVE A STANDARD BEST CORE. PRODUCTS MATERIALS B. FURNISH EACH CATEGORY WITH THE PRODUCTS OF ONLY ONE MANUFACTURER; THIS REQUIREMENT IS MANDATORY WHETHER VARIOUS MANUFACTURERS ARE LISTED ON NOT. C. HINGES: FURNISH CLASS AS SPECIFIED IN HARDWARE SETS IN SIZE 4 -1/2 X 4 -1/2 INCHES FOR 1 -3/4" DOORS. FURNISH NON - REMOVABLE PINS (NRP) FOR HINGES ON EXTERIOR OUT SWINGING DOORS. HAGER LAWRENCE MCKINNEY STANLEY H -1 1279 LH604PB T2714 F179 H -2 BB1279 LH603BB TA2714 FBB179 D. FLUSH BOLTS: 1. MANUAL: a. ANY MEMBER OF B.H.M.A. 2. DUST PROOF STRIKES: a. INCLUDE FLAT, RECTANGULAR MOUNTING PLATES AND FURNISH WITH ALL FLUSH BOLTS, EXCEPT AT OPENINGS HAVING THRESHOLDS. b. ANY MEMBER OF B.H.M.A. D. LOCKSETS AND LATCH SETS : 1. MORTISE: SERIES AND FUNCTION DESIGNATIONS ARE BEST (NO SUBSTITUTION). MANUFACTURER SERIES DESIGN BEST 40H 15H 2. BEST HEAVY DUTY CYLINDRICAL: SERIES AND FUNCTION DESIGNATIONS ARE BEST (NO SUBSTITUTION). MANUFACTURER SERIES DESIGN BEST 9K 15D 3. THUMB LATCH - FALCON COMPANY ITEM #D271 E. DOOR VIEWER: IVES U696 F. EXIT DEVICES 1. BUILDING - FURNISH LEVER OUTSIDE TRIM. DESIGNATIONS ARE VON DUPRIN. ED -1 CORBIN - RUSSWIN ED5000 SERIES MONARCH 25 SERIES SARGENT 2828 VON DUPRIN 98 SERIES YALE 7100 2. GARDEN SHOP - FENCE GATE EMERGENCY ED -3 DETEX, V40 -EB X W FUNCTION ED -2 ED4000 SERIES 24 SERIES 8300 35A SERIES 7200 EXIT WHEN REQUIRED: G. EXIT DEVICE - DELAYED 1. BUILDING - FUNCTION DESIGNATION IS VON DUPRIN VON DUPRIN DETEX ALARM LOCK EDDA -1 "CHEXIT" 10 -EE SIRENLOCK 715 EDDA -2 GUARD -X ECL -230D SIRENLOCK 250 SECURITY DOOR CONTROLS SECURITRON EDDA -3 PSB560 X 1511 TSB X EXD H. ELECTRIC STRIKES 1. VON DUPRIN 6214 -24VAC ADAMS RITE 7400 SERIES -24VAC 2. COORDINATE VOLTAGE REQUIREMENTS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS. 3. DEFINITION: a. "FAIL SECURE FUNCTION ": DURING POWER INTERRUPTION, DOOR REMAINS LOCKED FROM EXTERIOR, KEY OPERABLE FROM EXTERIOR AND DOOR IS ALWAYS UNLOCKED FOR EXITING. I. PUSH AND PULL HARDWARE 1. PUSH PLATES: PLAIN DESIGN, WROUGHT, 6 x 16 x 0.050 INCHES, SQUARE CORNERS, AND BEVELED EDGES. IF STILE WIDTHS WILL NOT ACCEPT 6 INCHES, FURNISH STILE WIDTH LESS TWO INCHES. FURNISH 12" WIDTH AT SET #19. 2. PULL PLATES: PLAIN DESIGN, WITH WROUGHT PLATE 4 x 16 x0.050 INCHES, SQUARE CORNERS, BEVELED EDGES, 3/4 INCH ROUND ROD, STRAIGHT GRIP WITH 6 INCH CENTERS. 3. FURNISH PUSH AND PULL HARDWARE FROM ANY MEMBER OF B.H.M.A. J. COORDINATORS 1. STOP MOUNTED: FURNISH FILLERS FOR FULL JAMB OPENINGS AND MOUNTING BRACKETS FOR STOP APPLIED HARDWARE. DOOR CONTROLS INTERNATIONAL 600 GLYNN- JOHNSON COR IVES COR 2. CARRY BARS: FURNISH AT PAIRS OF DOORS EQUIPPED WITH EXIT DEVICES. DOOR CONTROLS INTERNATIONAL CB IVES CB 1 K. CLOSERS 1. FURNISH WITH BACKCHECK AND SIZE PER MANUFACTURERS SELECTOR CHART. NUMBERS SPECIFIED ARE LCN. 2. OPERATING PRESSURE SHALL BE A MAXIMUM OF 5 POUNDS PRESSURE FOR INTERIOR DOORS AND 8.5 POUNDS PRESSURE FOR EXTERIOR DOORS. LCN NORTON CORBIN - RUSSWIN SARGENT YALE C -1 1261 8500 DC3200 1431 3000 C -2 1461 X HEAVY DUTY ARM 7500 X HEAVY DUTY ARM DC6200 X HEAVY DUTY ARM 351 X HEAVY DUTY ARM 4400 X HEAVY DUTY ARM L. KICK PLATES: FURNISH 10" X 0.050 INCHES X DOOR WIDTH LESS 1 -1/2" AT SINGLE DOORS, AND LESS ONE INCH AT PAIRS. WHERE GLASS OR LOUVERS PREVENT THIS HEIGHT, SUPPLY WITH HEIGHT EQUAL TO HEIGHT OF BOTTOM RAIL LESS ONE INCH. M. FLOOR STOPS: B.H.M.A. LO2141, QUARTER -ROUND DOME TYPE. FURNISH HEIGHT TO SUIT UNDERCUT. N. FLOOR STOPS, SPECIAL: BROOKLINE 1328E IVES FS444 (SPECIFY FINISH) ROCKWOOD 471 IVES FS442 (SPECIFY FINISH) O. WALL STOPS: B.H.M.A. L12101. WROUGHT, FORGED, OR CAST. APPROXIMATELY 2 -1/2" DIAMETER, CONVEX OR CONCAVE RUBBER CENTER, CONCEALED FASTENERS. P. WEATHER- STRIPPING AND SOUND SEALS: APPLY TO HEAD AND JAMB STOPS WITH NO CUTOUTS FOR STOP APPLIED HARDWARE. NATIONAL GUARD 700N PEMKO 290AV REESE 755 1. AUTOMATIC DOOR BOTTOM: NATIONAL GUARD 420N PEMKO 430A REESE 330C Q. BOTTOM SWEEP AT BOTTOM OF EXTERIOR DOORS: SHALL BE NYLON BRUSH, DEPTH TO SUIT CONDITIONS. NATIONAL GUARD C607A PEMKO 18062CNB REESE 964C 1. AUTOMATIC DOOR BOTTOM: NATIONAL GUARD 420N REESE 330C R. THRESHOLDS: COPE AT JAMBS. NATIONAL GUARD 424 REESE S204A 1. FURNISH FULL WALL OPENING WIDTH WHEN FRAMES ARE RECESSED. S. THRESHOLD HOLDERS: FURNISH WITH EACH THRESHOLD. NATIONAL GUARD 720 REESE 270 T. FASTENERS: FURNISH FASTENERS OF THE PROPER TYPE, SIZE, QUANTITY, AND FINISH. USE MACHINE SCREWS AND EXPANSION SHIELDS FOR ATTACHING HARDWARE TO CONCRETE OR MASONRY, AND WALL GRIP INSERTS AT HOLLOW WALL CONSTRUCTION. ATTACH CLOSERS WITH WOOD OR MACHINE SCREWS. U. FINISHES: EXTERIOR HINGES, PRIME COAT, USP, OVER MANUFACTURERS RUST RESISTING BASE: HAGER CP, LAWRENCE POWDER COAT PRIME, MCKINNEY P, STANLEY K. INTERIOR HINGES, ALUMINUM LACQUER: HAGER LS, LAWRENCE US26D, MCKINNEY AP, STANLEY LA. DOOR SPRINGS, MANUFACTURER'S STANDARD. FLUSH BOLTS, LOCKSETS, EXIT DEVICES, ELECTRIC STRIKES, CARRY BARS, DULL CHROME, US26D. PUSH AND PULL HARDWARE, KICK PLATES, FLOOR STOPS, WALL STOPS AND HOLDERS, WEATHER- STRIPPING, ANODIZED ALUMINUM, US28. EXIT CONTROL LOCKS, MANUFACTURER'S STANDARD ENAMEL. COORDINATORS, PRIME COAT, USP. THRESHOLDS, EXTRUDED ALUMINUM, MILL FINISH. CLOSERS, SPRAYED ALUMINUM. AT EXTERIOR DOORS, PROTECT ALL CLOSER CYLINDERS (IF FERROUS), ARMS AND PLATES WITH SPECIAL RUST INHIBITING (SRI) FINISH PRIOR TO FINAL SPRAYED ALUMINUM. V. SOUND BARRIERS: INSTALL SOUND BARRIER SYSTEM AT DOORS INDICATED ON DOOR SCHEDULE. W. KEY PAD ENTRY DEVICE: ALARM LOCK TRILOGY DL2700IC WITH KEY BY -PASS BY BEST. 1. ASSURE PROPER ALIGNMENT OF STRIKE PLATE AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. X. SURFACE BOLTS: STANLEY #804040 6" WITH MORTISE STRIKE Y. MAGNETIC WALL HOLDERS - (COORDINATE VOLTAGE REQUIREMENTS WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS.) (LOCATE ON DOORS THAT SERVICE STOCK AREAS.) LCN SEM 7850 RIXSON FM 997 Z. DRIP STRIP: EXTERIOR DOOR FRAMES SHALL BE SUPPLIED WITH A CLEAR ANODIZED DRIP STRIP, 2 -1/2" EXTENSION OF UP AND 4" GREATER THAN DOOR WIDTH. NATIONAL GUARD PRODUCT, #16A PEMKO, #346 REESE, #R201 EXECUTION GENERAL A. INSTALL HARDWARE ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS AND TO TEMPLATE DIMENSIONS. LOCATIONS A. DIMENSIONS ARE FROM FINISH FLOOR TO CENTER LINE OF ITEMS. B. INCLUDE THIS LIST: CATEGORY HINGES FLUSH BOLT LEVERS LEVERS EXIT DEVICE PUSH PADDLES PUSH PLATES PULL PLATES WALL STOPS AND HOLDERS DIMENSION DOOR MANUFACTURER'S STANDARD 72" AND 12" DOOR MANUFACTURER'S STANDARD MANUFACTURER'S TEMPLATE 52" 42" AT HEAD QUANTITIES A. PROVIDE ONE HINGE FOR EACH 30 INCHES OF DOOR HEIGHT OR FRACTION THEREOF. B. PROVIDE EXIT DEVICES, WEATHER- STRIPPING, BOTTOM SWEEP, DRIP STRIP, PUSH AND PULL HARDWARE, CLOSERS, KICK PLATES, STOPS AND WALL STOPS AND HOLDERS FOR BOTH LEAVES OF PAIRS UNLESS SPECIFIED OTHERWISE. FINAL ADJUSTMENT A. PROVIDE THE SERVICES OF A REPRESENTATIVE TO INSPECT MATERIAL FURNISHED AND ITS INSTALLATION AND ADJUSTMENT, TO MAKE FINAL HARDWARE ADJUSTMENT, AND TO INSTRUCT THE KMART PERSONNEL IN ADJUSTMENT, CARE, AND MAINTENANCE OF THE HARDWARE. HARDWARE NOTES: 1. HARDWARE FOR DOORS IN THIS SECTION SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR EXCEPT AS NOTED. 2. WHERE INTERIOR MORTISE CYLINDER IS NOT PERMITTED BY LOCAL BUILDING CODE, PROVIDE THUMB TURN IN LIEU OF CYLINDER. 3. BOTTOM DOOR CLEARANCE SHALL BE AS REQUIRED FOR STANDARD 1/2" THRESHOLD INCLUDING ALL DOORS WHERE THRESHOLD IS NOT REQUIRED. HARDWARE SETS SET NO. LOCATION SET 1 - EXTERIOR FROM SALES AREA (DOUBLE) PIVOTS, PUSH BAR, PULL HANDLE, INTERIOR THUMBTURN CYLINDER, OUTSIDE KEYED CYLINDER, CYLINDER GUARD, DEADLOCK, ARMORED STRIKE, THREE POINT DEADLOCK, THRESHOLD AND HOLDER, WEATHER STRIPPING, CLOSER 4011 H 90 °, HOLD OPEN SET 1A - EXTERIOR FROM OFFICE AREA (SINGLE) PIVOTS, PUSH BAR, PULL HANDLE, INTERIOR THUMBTURN CYLINDER, OUTSIDE KEYED CYLINDER, CYLINDER GUARD, DEADLOCK, ARMORED STRIKE, THREE POINT DEADLOCK, THRESHOLD AND HOLDER, WEATHER STRIPPING, CLOSER 4011 H 90 °, HOLD OPEN SET 6 - EXTERIOR EXIT HINGES H -2, EXIT DEVICE ED -1, WEATHER- STRIPPING AND BOTTOM SWEEP, DRIP STRIP, THRESHOLD, THRESHOLD HOLDER, CLOSER C -2, PROVIDE DECAL "EMERGENCY EXIT ONLY, ALARM WILL SOUND ", SIMILAR TO VON DUPRIN DECAL SET 6A - EXTERIOR EXIT / ENTRY HINGES H -2, EXIT DEVICE ED- 1(NIGHTLATCH), OUTSIDE KEYED CYLINDER, WEATHER- STRIPPING AND BOTTOM SWEEP, DRIP STRIP, THRESHOLD, THRESHOLD HOLDER, CLOSER C -2, PROVIDE DECAL "EMERGENCY EXIT ONLY, ALARM WILL SOUND ", SIMILAR TO VON DUPRIN DECAL SET 6B - INTERIOR EXIT HINGES H -2, EXIT DEVICE ED -1, CLOSER C -2, PROVIDE DECAL "EMERGENCY EXIT ONLY, ALARM WILL SOUND ", SIMILAR TO VON DUPRIN DECAL SET 11 - OFFICES HINGES H -1, LOCKSET 93K- 7AB -15D, WALL OR FLOOR STOP SET 13A - TOILET ROOM (SINGLE OCCUPANCY) HINGES H -2, PUSH PLATE, PULL PLATE, CLOSER C -1, KICK PLATE, WALL OR FLOOR STOP, THUMB LATCH SECTION 09650 RESILIENT TILE FLOORING A. ALL SURFACES TO RECEIVE RESILIENT FINISHES SHALL BE DRY, CLEAN AND SMOOTH, & PREPARED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATION. PRODUCTS MATERIALS A. RESILIENT BASE SHALL BE 1/8" THICK RUBBER. BASE SHALL BE COVED, EXCEPT IN CARPETED AREAS PROVIDE STRAIGHT RUBBER BASE. PROVIDE MOLDED INSIDE AND OUTSIDE CORNERS. B. ADHESIVES AND OTHER APPLICATION MATERIAL SHALL BE THOSE AS MANUFACTURED OR RECOMMENDED SPECIFICALLY BY THE TILE MANUFACTURER OF THE MATERIAL SPECIFIED AND SUB - STRATA TO WHICH IT IS APPLIED. 1. SPRAY -ON ADHESIVES SHALL NOT BE ALLOWED. 2. ADHESIVES SHALL BE NON - PETROLEUM BASED. C. FLOOR WAX . D. FLOOR SEALER. MANUFACTURERS A. RESILIENT BASE 1. R.C. MUSSON RUBBER COMPANY 2. ROPPE RUBBER CORPORATION 3. JOHNSONITE 4. FLEXCO B. ADHESIVES 1. ARMSTRONG, " S -750 ADHESIVE" 2. TARKETT INC., "FB20" 3. MANNINGTON COMMERCIAL, "V -11" C. FLOOR WAX 1. MASURY- COLUMBIA COMPANY (1- 800- 2- MASURY), "CONQUEST" 2. PUREX (215- 922 - 3612), "EXCEL" D. FLOOR SEALER 1. JOHNSON WAX JD FORTIFY CONCRETE SEALER (5 GALLON) KSN #92017911 VENDOR DIRECT ITEM 92017911. FINISHES A. BASE 1. COLOR: ROPPE #100 BLACK OR EQUAL MATCH INSTALLATION A. BASE 1. INSTALL COVED BASE ON TOP OF FINISH FLOORING. SCRIBE ACCURATELY TO TRIM ITEMS. B. FLOOR WAX 1. GENERAL CONTRACTOR IS TO APPLY ACCORDING TO MANUFACTURE SPECIFICATIONS AND DIRECTIONS 5 COATS OF THE FOLLOWING WAX TO FLOORS WITH VCT TILE. A. ECOLAB STRATUS FLOOR FINNISH (PEOPLE SOFT ITEM NUMBER 10543) B. OR ALTERNATE JOHNSON WAX JD SIGNATURE HIGH PERFORMANCE FLOOR FINISH (PEOPLE SOFT ITEM NUMBER #42207) USE THE FOLLOWING FOR FLOOR STRIPPING AND CLEANING. A. ECOLAB BRIGHT BLAST STRIPPER (PEOPLE SOFT ITEM NUMBER 10544) B. ECOLAB FLOOR CLEANER (PEOPLE SOFT ITEM NUMBER 10545) C. FLOOR SEALER 1. PREPARE SURFACE AS REQUIRED BY MANUFACTURER AND APPLY (2) COATS OF SEALER. REVIEWED FOR 1D* COMPLIANCE APPROVED SEP 2 4 2012 City of Tukwila BUILDING DIVISION ECEIVED JUL 06 2012 MIT CENTER ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 /ISSUED FOR REVISIONS & PERMIT 2\ JUNE 27, 2012 SEARS HOLDINGS z 0 I-- U U w 0_ oS w 0 z w w 0 w z w U J 0 uj M co co C) Z co N- 0 T cC O cc z ° (n Cr) Q O I-w Q CC Q z cr W 0 U j z 0 wW�z QW - m cC)LLC/) Project Arch./ Engineer: M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: AS -1 LUMINAIRE SCHEDULE LUMINAIRE LOCATION STYLE MANUFACTURER / CATALOG NO. COUNT POWER INPUT/ REMARKS LAMPS EXIT SIGNS SHALL MEET STATE & LOCAL ® EXIT SIGN 120V /SELF POWERED, L.E.D. EXIT SIGN SURE -UTES / LPX70RWH -- L.E.D. BUILDING CODE REQUIREMENTS. (2) 9W EMERGENCY BATTERY UNIT SHALL MEET Q.� EM BATTERY 120V, EMERGENCY BATTERY UNIT SURE -CITES / CC5 -- INCANDESCENT STATE & LOCAL BUILDING CODE 1.�.JJ REQUIREMENTS. 120V, COMBINATION EXIT SIGN/ (2) 7 2W EXIT/EMERGENCY BATTERY UNIT SHALL EM BATTERY EMEGENCY BATTERY UNIT SURE -UTES / LPX7ORWH-DH -- INCANDESCENT MEET STATE & LOCAL BUILDING CODE REQUIREMENTS. REMOTE HEAD WEATHER PROOF REMOTE HEAD SURE -CITES / 6XW7WMHWH - (1) 7.2W INCANDESCENT ABBREVIATIONS ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6,2012 AFF AFG UON NEC ECR G IG CKT C GP JB SC WP LAN F &I ABOVE FINISHED FLOOR ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED NATIONAL ELECTRICAL CODE ELECTRONIC CASH REGISTER GROUND ISOLATED GROUND CIRCUIT CONDUIT: EMT UNLESS NOTED OTHERWISE GENERAL PURPOSE CIRCUIT OR RECEPTACLE JUNCTION BOX SEPERATE CIRCUIT WEATHER PROOF LOCAL AREA NETWORK FURNISH AND INSTALL ISSUED FOR BD MAY 1,2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SYMBOL LEGEND 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, 1iall be illuminated at all times the building space sere' J by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shat' .. t �" ' a3°- 1 - candle at the walking surface. 1006.3 Illumination emergency pe : ar. The power supply for means ,� egress illumination shall normally be provided by the p�.:mises' electrical supply. In the event of power su,►►r'/ fai'•ire, an emergency system shall automatically iI'',,ninate the following areas: 1. Aisles and unencic�' ad stairways of rooms that require two or more means of P� ..ss. 2. Crr s, ex :...,,.,cures and Pte'' .�sageways... txterior egress compor ,,'w... 4. Interior exit discharge elements... 5. Exterior la^�"-�_...:,„ exit discharge doorways... THIN LINE WEIGHT REPRESENTS EXISTING THICK LINE WEIGHT REPRESENTS NEW THIN DASHED UNE WEIGHT REPRESENTS EXISTING TO BE REMOVED TYPICAL CONDUCTOR IDENTIFIER SHORT LINE = PHASED CONDUCTORS LONG LINE = NEUTRAL GROUND DUPLEX RECEPTACLE AT 18 "AFF UON GFI DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE WEATHER PROOF DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DOUBLE DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE AS NOTED O JUNCTION BOX POWER POLE CORD REEL (GRAINGER #6YF67) ® POWER PANEL MATTRESS QT V TELEPHONE RECEPTACLE, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING v DATA RECEPTACLE, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING COMBINATION TELEPHONE / DATA, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING t ,,F ' J�Y�C... Y� S .' is 20A SINGLE POLE TOGGLE SWITCH LOWER CASE LETTERING - SWITCH IDENTIFIER 3 WAY 20A SINGLE POLE TOGGLE SWITCH MOTION SWITCH (LEVITON #OSSMT -MD) THERMALLY PROTECTED SWITCH FUSED DISCONNECT MOTOR ELECTRICAL CONDUIT OVERHEAD ® PLUGMOLD AS NOTED — 1 1' x 4' FLUORESCENT C/) w J w U z w 0 z z —J 0 00 z_ C� 2' x 4' FLUORESCENT 2a NUMBER - CIRCUIT NUMBER LOWER CASE LETTER - SWITCH IDENTIFIER `°iIwF:Ai :2iI:::Fit .F STRIP FIXTURE SINGLE FACE EXIT SIGN WALL MOUNT BATTERY PACK CEILING MOUNT BATTERY PACK 1' x 4' FLUORESCENT N/L 2' x 4' FLUORESCENT N/L STRIP FIXTURE N/L SHEET NOTES 1. ALL NEW EXIT /EMERGENCY LIGHTING IN BOLD TYPE TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT AHEAD OF ANY LOCAL SWITCHING. r.-:_._. 2. EC TO VERIFY THAT ALL EXIT /EMERGENCY LIGHTING SHOWN IN FINE TYPE ARE INFACT EXISTING IN LOCATIONS SHOWN PRIOR TO BID. 3. EXIT AND EMERGENCY LIGHTING DEVICES AS SHOWN ARE INTENDED TO PROVIDE AN ADEQUATELY ILLUMINATED PATH OF EGRESS AND ARE ASSUMED TO BE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 0EMERGENCY, EXIT AND LIGHTING PLAN SCALE: 1/16 " =1' -( 4. EC TO VERIFY ADEQUATE, EXISTING EGRESS LIGHTING, INSTALL NEW UNITS AS REQUIRED, REMOVE ANY CONFLICTING DEVICES AND INSTALL ADDITIONAL DEVICES IF /AS DIRECTED BY PROJECT MANAGER AND /OR LOCAL AUTHORITIES. 5. ALL GENERAL LIGHTING IS EXISTING TO REMAIN. Project Arch./ Engineer: M.PELINI Drawn: J. FALLOS Checked: J. LINEGAR Date: OCTOBER 28, 2011 SEP 2 4 2012 ln;• LUMINAIRE SCHEDULE LUMINAIRE LOCATION STYLE MANUFACTURER / CATALOG NO. COUNT POWER INPUT/ REMARKS LAMPS EXIT SIGNS SHALL MEET STATE & LOCAL ® EXIT SIGN 120V /SELF POWERED, L.E.D. EXIT SIGN SURE -UTES / LPX70RWH -- L.E.D. BUILDING CODE REQUIREMENTS. (2) 9W EMERGENCY BATTERY UNIT SHALL MEET Q.� EM BATTERY 120V, EMERGENCY BATTERY UNIT SURE -CITES / CC5 -- INCANDESCENT STATE & LOCAL BUILDING CODE 1.�.JJ REQUIREMENTS. 120V, COMBINATION EXIT SIGN/ (2) 7 2W EXIT/EMERGENCY BATTERY UNIT SHALL EM BATTERY EMEGENCY BATTERY UNIT SURE -UTES / LPX7ORWH-DH -- INCANDESCENT MEET STATE & LOCAL BUILDING CODE REQUIREMENTS. REMOTE HEAD WEATHER PROOF REMOTE HEAD SURE -CITES / 6XW7WMHWH - (1) 7.2W INCANDESCENT ABBREVIATIONS ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6,2012 AFF AFG UON NEC ECR G IG CKT C GP JB SC WP LAN F &I ABOVE FINISHED FLOOR ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED NATIONAL ELECTRICAL CODE ELECTRONIC CASH REGISTER GROUND ISOLATED GROUND CIRCUIT CONDUIT: EMT UNLESS NOTED OTHERWISE GENERAL PURPOSE CIRCUIT OR RECEPTACLE JUNCTION BOX SEPERATE CIRCUIT WEATHER PROOF LOCAL AREA NETWORK FURNISH AND INSTALL ISSUED FOR BD MAY 1,2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SYMBOL LEGEND 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, 1iall be illuminated at all times the building space sere' J by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shat' .. t �" ' a3°- 1 - candle at the walking surface. 1006.3 Illumination emergency pe : ar. The power supply for means ,� egress illumination shall normally be provided by the p�.:mises' electrical supply. In the event of power su,►►r'/ fai'•ire, an emergency system shall automatically iI'',,ninate the following areas: 1. Aisles and unencic�' ad stairways of rooms that require two or more means of P� ..ss. 2. Crr s, ex :...,,.,cures and Pte'' .�sageways... txterior egress compor ,,'w... 4. Interior exit discharge elements... 5. Exterior la^�"-�_...:,„ exit discharge doorways... THIN LINE WEIGHT REPRESENTS EXISTING THICK LINE WEIGHT REPRESENTS NEW THIN DASHED UNE WEIGHT REPRESENTS EXISTING TO BE REMOVED TYPICAL CONDUCTOR IDENTIFIER SHORT LINE = PHASED CONDUCTORS LONG LINE = NEUTRAL GROUND DUPLEX RECEPTACLE AT 18 "AFF UON GFI DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE WEATHER PROOF DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DOUBLE DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE AS NOTED O JUNCTION BOX POWER POLE CORD REEL (GRAINGER #6YF67) ® POWER PANEL MATTRESS QT V TELEPHONE RECEPTACLE, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING v DATA RECEPTACLE, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING COMBINATION TELEPHONE / DATA, CONDUIT IN WALL AND 3" STUB UP ABOVE FINISHED CEILING WITH PULL STRING t ,,F ' J�Y�C... Y� S .' is 20A SINGLE POLE TOGGLE SWITCH LOWER CASE LETTERING - SWITCH IDENTIFIER 3 WAY 20A SINGLE POLE TOGGLE SWITCH MOTION SWITCH (LEVITON #OSSMT -MD) THERMALLY PROTECTED SWITCH FUSED DISCONNECT MOTOR ELECTRICAL CONDUIT OVERHEAD ® PLUGMOLD AS NOTED — 1 1' x 4' FLUORESCENT C/) w J w U z w 0 z z —J 0 00 z_ C� 2' x 4' FLUORESCENT 2a NUMBER - CIRCUIT NUMBER LOWER CASE LETTER - SWITCH IDENTIFIER `°iIwF:Ai :2iI:::Fit .F STRIP FIXTURE SINGLE FACE EXIT SIGN WALL MOUNT BATTERY PACK CEILING MOUNT BATTERY PACK 1' x 4' FLUORESCENT N/L 2' x 4' FLUORESCENT N/L STRIP FIXTURE N/L SHEET NOTES 1. ALL NEW EXIT /EMERGENCY LIGHTING IN BOLD TYPE TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT AHEAD OF ANY LOCAL SWITCHING. r.-:_._. 2. EC TO VERIFY THAT ALL EXIT /EMERGENCY LIGHTING SHOWN IN FINE TYPE ARE INFACT EXISTING IN LOCATIONS SHOWN PRIOR TO BID. 3. EXIT AND EMERGENCY LIGHTING DEVICES AS SHOWN ARE INTENDED TO PROVIDE AN ADEQUATELY ILLUMINATED PATH OF EGRESS AND ARE ASSUMED TO BE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 0EMERGENCY, EXIT AND LIGHTING PLAN SCALE: 1/16 " =1' -( 4. EC TO VERIFY ADEQUATE, EXISTING EGRESS LIGHTING, INSTALL NEW UNITS AS REQUIRED, REMOVE ANY CONFLICTING DEVICES AND INSTALL ADDITIONAL DEVICES IF /AS DIRECTED BY PROJECT MANAGER AND /OR LOCAL AUTHORITIES. 5. ALL GENERAL LIGHTING IS EXISTING TO REMAIN. Project Arch./ Engineer: M.PELINI Drawn: J. FALLOS Checked: J. LINEGAR Date: OCTOBER 28, 2011 SEP 2 4 2012 2 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 2 LV WIRING - BY OTHERS 14 " —ROUTE CONDUIT UNDER COUNTER 3 #12,1 #12G,3/4 "C TO PANEL "LA" CKTS 14,16 ELECTRICAL GENERAL NOTES AND SPECIFICATIONS 1. INSTALLATION OF ELECTRICAL WORK SHALL CONFORM WITH LOCAL REGULATIONS AND ORDINANCES, STATE REQUIREMENTS AND THE LATEST NATIONAL ELECTRICAL CODE. 2. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND DETERMINE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE THAT SUCH EXAMINATION HAS BEEN MADE AND VERIFIED. 3. NEW INSTALLATION INCLUDING MATERIAL AND EQUIPMENT SHALL BE EQUAL TO ORIGINAL INSTALLATION. 4. ALL NEW CONDUCTORS SHALL BE COPPER TYPE THHN (ABOVE GROUND) RUN IN ELECTRICAL METALLIC TUBING (EMT/THIN WALL) AND TYPE THWN/THHN (BELOW GROUND) RUN IN PVC OR GRC CONDUIT. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE TYPED DIRECTORY FOR NEW PANELS AND ALL EXISTING PANELS BEING AFFECTED BY THIS WORK. 6. ALL ELECTRICAL DISTRIBUTION EQUIPMENT(i.e. PANEL BOARDS etc.) ARE EXISTING TO REMAIN UNLESS NOTED AS NEW. 7. PROVIDE AN INSULATED, ISOLATED GROUND SYSTEM THROUGHOUT AS INDICATED ON DRAWINGS. FOR ELECTRONIC CASH REGISTER (ECR) SYSTEM. PROVIDE ONE INSULATED ISOLATED GROUND WIRE FOR EACH CIRCUIT. PLACE A MAXIMUM OF TWO (2) ECRS ON A SINGLE DEDICATED / ISOLATED CIRCUIT. 8. RECEPTACLES FOR ISOLATED GROUND CIRCUITS SHALL BE AS FOLLOWS: SINGLE - HUBBELL #IG5251 (ORANGE) DUPLEX - HUBBELL #IG5262 (ORANGE) U.O.N. 9. PROVIDE SCREW FASTENED HANDLE LOCK -ON DEVICES AT CIRCUIT BREAKERS FOR ALL REFRIGERATION EQUIPMENT, CASH REGISTERS, ALARMS AND AS DIRECTED IN FIELD BY SHC PROJECT REPRESENTATIVE. 10. FINAL LOCATION OF DEVICES AND EQUIPMENT TO BE VERIFIED WITH SHC PROJECT COORDINATOR PRIOR TO INSTALLATION. 11. HOME RUNS SHOWN SEPARATE FOR CLARITY ONLY. CIRCUITS MAY BE COMBINED FOR MOST COST EFFECTIVE INSTALLATION, BUT MUST COMPLY WITH ARTICLE #310 DERATING FACTORS FROM THE LATEST NATIONAL ELECTRIC CODE AS IS APPLICABLE. 12. IT IS THE RESPONSIBIUTY OF THIS ELECTRICAL CONTRACTOR TO VERIFY AT THE JOB SITE ACTUAL AVAILABILITY OF CIRCUITS REQUIRED. CIRCUITS INDICATED ARE DERIVED FROM AVAILABLE INFORMATION. DIFFERENT CIRCUITS THAT HAVE BECOME AVAILABLE IN THE CEILING SPACE DUE TO RELOCATION OF ELECTRIFIED DEVICES MAY BE SUBSTITUTED FOR CIRCUITS INDICATED ON THE DRAWINGS, PROVIDED THOSE CIRCUITS ORIGINATE FROM SOURCE PANELS WITH SIMILAR ELECTRICAL CHARACTERISTICS. 13. THE INTENTION OF THESE DRAWINGS IS TO INDICATE THE ROUGH IN POWER REQUIREMENTS FOR STORE MERCHANDISE FIXTURES AND CASH REGISTERS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY THE EXACT LOCATION OF EACH OUTLET WITH THE SHC PROJECT REPRESENTATIVE USING FINAL STORE PLANNING FIXTURE LAYOUT PRIOR TO INSTALLATION. KEYED NOTES 14. ALL OUTLET BOXES FOR DROPS TO SALES AREA FIXTURES MUST BE LOCATED IN CEILING SPACE AND SECURED TO BUILDING STRUCTURE. SEE SHEET E -3 DETAIL 2 & 3 FOR WIRING SCHEMATICS. 15. ALL WIRES SHALL BE LABELED WITH AN IDENTIFICATION TAG TO INDICATE THEIR SOURCE. 16. MINIMUM CONDUCTOR SIZE FOR HOME RUNS SHALL BE #12 THHN IN 1/2" CONDUIT. 17. THE CONTRACTOR MUST INSURE THRU COORDINATION WITH STORE MANAGER AND PROJECT REPRESENTATIVE THAT DURING CONSTRUCTION STAGES, PROCEDURES SHALL BE ESTABLISHED TO ENSURE CONTINUED, UNINTERRUPTED STORE OPERATIONS. ANY ACTIVITIES AFFECTING SYSTEMS WHICH ARE VITAL TO THE CONTINUOUS OPERATION OF THE STORE SHALL BE IMPLEMENTED DURING OFF - HOURS. CONSTRUCTION DURING STORE OPERATING HOURS SHALL BE LIMITED TO MINIMAL INTERRUPTIONS DURING SLOW BUSINESS HOURS AT PROJECT MANAGER'S DISCRETION 18. IN GENERAL, MULTI - OUTLET PLUG -IN STRIPS AND /OR AUDIO/TV TRACKS SHALL BE RELOCATED BY THIS CONTRACTOR FROM EXISTING DISPLAY FIXTURES AS IDENTIFIED AND DIRECTED BY THE SHC PROJECT COORDINATOR. WHERE NEW EQUIPMENT IS REQUIRED, THIS CONTRACTOR SHALL FURNISH AND INSTALL NEW PLUG -IN STRIPS TO MATCH EXISTING. 19. NEW AND RELOCATION OF TELEPHONE/LOW VOLTAGE WIRING WILL BE BY OTHERS. EC SHALL PROVIDE OPENING AND CONDUIT STUB 3" IN TO ACCESSIBLE CEILING SPACE WITH PULL STRING. 20. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL WIRING AND CIRCUITS MATCHING RATING AND POWER REQUIREMENTS OF SPECIFIC ELECTRIFIED STORE FIXTURES, DEVICES AND EQUIPMENT NOT SHOWN ON THIS DRAWING BUT SHOWN AND INDICATED IN THE STORE PLANNING LAYOUT AS BEING RELOCATED OR NEW AS VERIFIED AND DIRECTED BY THE SHC PROJECT COORDINATOR. THIS EQUIPMENT SHALL INCLUDE BUT NOT LIMITED TO CHECKOUT POWER POLES, COOLERS, FREEZERS, PRICE SCANNERS, MOBILE CARTS, CASH REGISTERS, MULTI - OUTLET STRIPS, RECEPTACLES AND LUMINARIES. 21. ELECTRICAL CONTRACTOR SHALL UTILIZE PREVIOUS CIRCUITS AND PANELS FOR ALL RELOCATED EQUIPMENT SUCH AS COOLERS AND FREEZERS. ADJUST BRANCH FEEDER CONDUCTOR SIZES AS REQUIRED. A RELOCATED AND NEW RECEPTACLES SHALL MATCH EXISTING CONFIGURATION AND RATING OF EQUIPMENT. 10' -6" POWER /COMMUNICATIONS POLE WITH (2) 20A DUPLEXES AND DATA KNOCKOUTS (WIREMOLD #NP3DD106B) IF CEILING EXCEEDS 10' -6" PROVIDE ADDITIONAL BLANK POLE (WIREMOLD #NP3K0106B) AND COUPLING ASSEMBLY (WIREMOLD #NP301) FURNISHED BY CONTRACTOR. COMPLETE INSTALLATION BY ELECTRICAL CONTRACTOR. VERIFY LOW VOLTAGE NEEDS PRIOR TO ORDERING. REFER TO DETAIL 1 ON SHEET E -3. E.C. TO VERIFY LOCATION AFTER FIXTURE PLACEMENT AND WITH SEARS P.M. PRIOR TO INSTALLATION. BLANK POWER /COMMUNICATIONS POLE ( WIREMOLD #NP3DD106B) FURNISHED BY CONTRACTOR IF POWER POLE TO EXCEED 10' -0" PROVIDE EQUIPMENT LISTED IN KEY NOTE #2 ON THIS SHEET. COMPLETE INSTALLATION BY ELECTRICAL CONTRACTOR. E.C. TO VERIFY LOCATION AFTER FIXTURE PLACEMENT AND WITH SEARS P.M. PRIOR TO INSTALLATION. EC SHALL PROVIDE DUPLEX RECEPTACLE AT 9' -0" AFF ON COLUMN FOR VOICE BASE STATION, COORDINATE ANY DISCREPANCIES WITH PROJECT COORDINATOR. ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 EC SHALL VERIFY /COORDINATE ELECTRICAL CONNECTION FOR NEW EXTERIOR SIGNAGE WITH SIGN CONTRACTORS AND PROJECT MANAGER, NEW SIGNAGE SHALL BE CIRCUITED LOCAL PANEL AND CONTROLLED BY NEW ASTRONOMICAL TIME CLOCK, THIS SHALL BE VERIFIED PRIOR TO BIDS. 22. CONTRACTOR SHALL RING OUT ALL CIRCUITS IN EXISTING PANELS AFFECTED BY THIS REFURBISHING. THIS CONTRACTOR SHALL REUSE EXISTING CIRCUITS VACATED BY THE REMOVAL OR RELOCATION OF DEPARTMENTAL FIXTURES. WHERE ADDITIONAL CIRCUITS ARE NEEDED REUSE AVAILABLE SPARE CIRCUITS OR PROVIDE NEW BREAKERS IN AVAILABLE SPACES. TAG ALL UNUSED CIRCUITS AS "SPARE ". REPLACE ALL INOPERATIVE OR DEFECTIVE CIRCUIT BREAKERS. TIGHTEN ALL CONNECTIONS. PROVIDE NEW TYPED UPDATED DIRECTORY FOR EACH AFFECTED EXISTING PANEL. PANEL "A" LV WIRING BY OTHERS (2) 16 FT. 2#12,1#12G,3/4"C TO PANEL "A" CKTS 6 SOLUTION CENTER 3 #12,1 #12G,3/4 "C TO PANEL "A" CKTS 10,12 3 #12,1 #12G,3/4 "C TO PANEL "A" CKTS 7,9 ND: LV WIRING BY OTHERS 3#12,1#120,3/4"C TO PANEL "A" CKTS 2,4 SEE DETAIL 4 ON SHEET E -3 (TYPICAL) 4 #12,1 #12G,3/4 "C TO PANEL "A" CKTS 1,3,5 M2G, 3/4 "C EL "A" ELECTRICAL POWER PLAN SCALE: 1/8" = 1' -0" LT .11 j KEY PLAN SCALE: 1/64"=1'-0" RECE1VEI JUL 06 PERMIT L Project Arch./ Engineer: M.PELINI Drawn: J. FALLOS Checked: J. LINEGAR Date: OCTOBER 28, 2011 Sheet No: 2 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 4 2 #12,1 #12G,314 "C TO PANEL "C" -OKT 40 CONDUIT DROPS 2 #12,1 #12G,3/4 "C TO PANEL "C" CKT 38 LV WIRING - BY OTHERS 2 #12,1 #12G,3/4 "C TO PANEL "B" CKT 16 2 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 8 2 #12,1 #12G,3/4 "C TO PANEL "B" _ CKT 16 KEYED NOTES EC SHALL FURNISH AND INSTALL (1) ONE DOUBLE DUPLEX RECEPTACLE WITH EACH DUPLEX ON A DEDICATED CIRCUIT FOR EVERY (2) TWO REFRIGERATOR, WASHER AND DISH WASHER TEST STATIONS, RECEPTACLE SHALL BE MOUNTED ABOVE WATER SUPPLY LINE, LABEL EACH RECEPTACLE WITH ITS CORRESPONDING PANEL AND CIRCUIT NUMBER, REFER TO ARCHITECTURAL WORKSTATION ELEVATIONS FOR MORE DETAIL EC SHALL MOUNT ELECTRICAL PANEL ON UNISTRUT HALF WALL, EC SHALL ENSURE THAT SUFFICIENT BRACING IS PROVIDED FOR A SAFE AND SECURE INSTALLATION, COORDINATE WITH ARCHITECTURAL ELEVATIONS FOR MORE DETAIL ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR 81D MAY 1, 2012 FOR REVISIONS & PERMIT AISSUED JUNE 27, 2012 Date: OCTOBER 28, 2011 EC SHALL FURNISH AND INSTALL (1) ONE DOUBLE DUPLEX RECEPTACLE WITH EACH DUPLEX ON A DEDICATED CIRCUIT FOR EVERY (2) TWO RANGE TEST STATIONS AND (1) ONE 14 -50R PER EACH RANGE TEST STATION, RECEPTACLES SHALL BE MOUNTED ABOVE WATER SUPPLY LINE, LABEL EACH RECEPTACLE WITH ITS CORRESPONDING PANEL AND CIRCUIT NUMBER, REFER TO ARCHITECTURAL WORKSTATION ELEVATIONS FOR MORE DETAIL EC SHALL FURNISH AND INSTALL (1) ONE DOUBLE DUPLEX RECEPTACLE WITH EACH DUPLEX ON A DEDICATED CIRCUIT FOR EVERY (2) TWO RANGE TEST STATIONS AND (1) ONE 14 -30R PER EACH RANGE TEST STATION, RECEPTACLES SHALL BE MOUNTED ABOVE WATER SUPPLY LINE, LABEL EACH RECEPTACLE WITH ITS CORRESPONDING PANEL AND CIRCUIT NUMBER, REFER TO ARCHITECTURAL WORKSTATION ELEVATIONS FOR MORE DETAIL. EC SHALL VERIFY ELECTRICAL CONNECTION REQUIREMENTS OF FORK TRUCK CHARGING STATION PRIOR TO INSTALLATION AND INSTALL PER SEARS HOLDINGS 2 #6,1 #6G,3/4 "C TO PANEL "C" CKTS 34,36 CONDUIT DROPS EC SHALL PROVIDE DUPLEX RECEPTACLE AT 9-0" AFF ON COLUMN FOR VOICE BASE STATION, COORDINATE ANY DISCREPANCIES WITH PROJECT COORDINATOR. REFRIGERATOR TESTING � G7: LVWIRING By OTHERS ICONDUIT DROPS C-10 . 'C-11 2 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 12 4 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 11,13,15 HIE PANEL "GI. 21 ? C -20 I C-19 C-181 C-1 C-16 II I C-15 REFRIGERATOR TESTING —2 #12,1 #12G,3 /4 "C TO PANEL "B" CKTS 14 MOUNT AT 4'AFF FOR ALARMS +18" AFF PANEL "D" DEDICATED CIRCUIT FOR NETWORK CABINET 30A, 2 POLE, 120V HUBBELL - HBL93081G FOR UPS agiE DIE ..15 1 #12G, 3/4 "C 11 TO PANEL "B" S 17,19 410,1#12G,3/4"C TO PANEL "B" CKTS 21,23 PANEL "E'• z J 0 W 0 a_ J _Q a_ D F- 0 1 O CO I n 00 CO N CO PANEL "F PANEL "G! U r T.- 3.- ,- (V 1- CV CV u) LLLL CO r LLLL N r r N N LL LL LL LL LL GAS/ ELECTRIC DRYER TESTING � ,r CO N N ui My (o r r 1 --- r N co ,-N N - N a . t� t� a _ .6t 6: h 4 IF MEZZANINE POWER PLAN E -2.1 SCALE: 1 /8" = 1' -0" WASHER TESTING 2 #12,1 #12G,3/4 "C TO PANEL "B" CKT 16 PANEL "J" 4 #12,1 #12G,3 /4 "C I TO PANEL "B" CKTS 25,27,29 INCOMING METER SECTION PANEL "MDP " --.. 1_0 L4 1 A 1 c I a 1_7 LQ 1 n I_i n 1. i i I_1') 1 1. 1 .. - 1..._ u-c V u V 'r - U -J U ''' J-,y - v• v v- 1 1 v 1 c. 0-1.3 J- 14 - is J-17 J-1 $f J:jf 20 _ J- J -24 J-2 -26 J-27 J 28 J-2 -30 J -31 J -02 .1 -3 34 DISH WASHER TESTING 2 #12,1 #12G,3/4 "C TO PANEL "B" CKT 16 4 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 1,3,5 2#12,1#12G,3/4"C TO PANEL "B" CKTS 14 3 INCOMING POWER EQUIPMENT SCALE: 1/8" = 1'-+ EC SHALL VERIFY THAT THERE ARE NO SPACE CONSTRAINTS ALONG THIS WALL WITH EXISTING EQUIPMENT AND NEW EQUIPMENT THAT IS TO BE INSTALLED, COORDINATE ISSUES WITH PROJECT MANAGER PRIOR TO INSTALLATION 3 #10,1 #10G,3/4 "C TO PANEL "MDP" CKTS 26,28,30 3 #12,1 #12G,3/4 "C TO PANEL "B" CKTS 7,9 3 #10,1 #10G,3/4 "C TO PANEL "MDP" CKTS 38,40,42 SUB PANEL "B" PANEL "B" ` �3 #8,1 #8G3/4 "C is TO PANEL "MDP" CKTS 32,34,36 INCOMING METER SECTION PANEL "MDP T- - PARTIAL POWER PLAN E -2.1 RECEIVE JUL 06 7P17 PERM I-[ ,el Project Arch./ Engineer. M_PELINI Drawn: J. FALLOS Checked: J. LINEGAR Date: OCTOBER 28, 2011 Sheet No: SCALE: 1/8" = 1' -0" E -2.1 DATA & COMMUNICATION COMPARTMENT. POWE COMPARTMENT. FACE OF POWE COMPARTMENT. 3/4 "CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE FOR LOW VOLTAGE WIRING. PROVIDE BUSHING FOR CABLE PROTECTION. 3/4 "CONDUIT TO JUNCTION BOX CIRCUITED AS SHOWN ON DRAWINGS. OTTOM OF ROOF STEEL JOIST. SECURE POWER/COMMUNICATIONS POLE TO THE FLOOR PER MANUFACTURERS RECOMMENDATIONS. POWER COMMUNICATION POLE SCALE: NOT TO SCALE NOTES: 1. SEE SALES AREA POWER FLOOR PLAN FOR LOCATION AND REQUIRED POWER. SECURE 1/2" FLEX FIRMLY TO BUILDING STEEL AND CONNECT TO J -BOX. RUN 2 #12 & 1#12 GROUND. 1/2" FLEX EMT CEILING HUBBELL #HBL5352 20A 125V DUPLEX RECEPTACLE FLUSH - MOUNTED IN CEILING SUPPORTED WITH BOX HANGER, "CADDY #512" (TYPICAL). CORD REEL FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR PURCHASED THRU GRAINGER #6YF67 oio FRONT VIEW BUILDING STEEL BEEM CLAMP (TYPICAL) SUPPORT CORD REEL TO BUILDING STEEL WITH (2) 1/2" THREADED ROD. E.C. TO VERIFY MATERIALS NEEDED. RETRACTABLE CORD REEL SCALE: NOT TO SCALE NUT LOCK WASHER LOCK WASHER NOTES: 1. SIMILAR FOR USE OVER FLEXIBLE COUNTERS. SEE SALES AREA POWER PLAN SHEET E -2 FOR LOCATION AND CIRCUITING SIDE VIEW SPLITTER IS CAPABLE OF PROVIDING 8 WS WITH 1080P HD SIGNALS OR 7 TV'S AND ANOTHER SPLITTER, THIS SPLITTER CAN BE CHAINED TO PROVID HD SIGNALS TO THE NECCESSARY QUANTITY TV'S. BLUE -RAY PLAYER / HD MEDIA SOURCE SHELF HDMI CABLE LENGTH TO BE DETERMINED IN FIELD AND ORDERED ACCORDINGLY I ` I MONOPWCE ham 0 0 0 cows Duper Dow WI HMI Spitler 6%+mMSPIm 0 0 0 0 0 0 COMB CA. Ow. WPM n�. ( 14 0000000 HDMI CABLES TO TELEVISIONS, LENGTH TO BE DETERMINED IN FIELD FRONT VIEW HDMI CABLE LENGTH TO BE DETERMINED IN FIELD AND ORDERED ACCORDINGLY , ,:49 /6&":2NOIV ILi/C7.4e/ BCC POWER SUPPLY TO TV 120V PLUGMOLD TYPICAL WIRING SCHEME FOR HD SPLITTER SCALE: NOT TO SCALE 0000000 HDMI CABLES TO TELEVISIONS, LENGTH TO BE DETERMINED IN FIELD 12" O.C. (TYP.) i , \ J POWER SUPPLY TO TV 120V PLUGMOLD OUTPUT TO BE USED FOR TV OR TO SUPPLY ANOTHER SPLITTER IF MORE THEN 15 TV'S ARE NEEDED FROM BLUE - RAY- -� PLAYER / HD MEDIA SOURCE, LOCATION TO BE VERIFIED SHELF CONNECT TO TV VIA HDMI CABLE (TYP.) CONNECT TO TV VIA HDMI CABLE (TYP.) EC EC EC EC tic FINISHED FLOOR 12" A.F.F. 5" A.F.F. 56" A.F.F. 60" A.F.F. 64" A.F.F. HDMI CABLING (LENGTH TO BE DETERMINED IN FEILD, TYPICAL OF ALL) BLUE -RAY PLAYER TYPICAL "PLUGMOLD" WIRING SCHEME @ TV WALL ELEVATION "A" NOTE: G.0 TO PROVIDE PLUGMOLD FOR WALL OF EYES AND SINGLE CONDUIT AND J -BOX FOR AV OUTLET. TYPICAL CIRCUITING REQUIREMENTS INCLUDE A MIN. AMPACITY ALLOWANCE OF 600W PER 8 LINEAR FEET. THIS REQUIREMENT IN CONJUNCTION WITH 2 -CKT. WALL MOUNTED PLUG IN MULTI OUTLET STRIPS ( WIREMOLD MULTI CIRCUIT #24GBA612) SHALL BE GRAY IN COLOR. IF THE LENGTH OF PLUGMOLD IS LESS THAN 23' USE (WIREMOLD SINGLE CIRCUIT #24GB612). HD SPLITTER HD SPLITTER SCALE: NOT TO SCALE DISPLAY TV (TYPICAL) HDMI CABLING (LENGTH TO BE DETERMINED IN FEILD, TYPICAL OF ALL) MULTI - OUTLET PLUG STRIP SHELF TYPICAL "PLUGMOLD" WIRING SCHEME @ TV WALL ELEVATION "B" SCALE: NOT TO SCALE 1' 5" 5' 5' -4" GENERAL NOTES 1. GC TO INSTALL AN DISTRIBUTION SYSTEM INCLUDING ALL NECESSARY EQUIPMENT. PROVIDE LABOR, APPLICABLE TAXES, PERMITS, AND OTHER RELATED SERVICES AS INDICATED ON DRAWINGS AND AS INTENDED VIA APPLICABLE SCOPE OF WORK. 2. GC WILL COORDINATE THE AN SYSTEM INSTALLATION TIME AND THE STORE PHASING SCHEDULE WITH THE SEARS PROJECT MANAGER. 3. INSTALL THE EQUIPMENT LISTED, AS PER THE ATTACHED WIRING DIAGRAMS. 4. SEARS WILL PROVIDE ALL CORRESPONDING PATCH CABLING BETWEEN TV SETS AND HD SPLITTER. THE FINAL CONNECTIONS WILL BE DONE BY OTHERS WHEN MERCHANDISE ARRIVES. 5. SEARS WILL PROVIDE THE FOLLOWING LIST OF MATERIALS FOR INSTALLATION: QUANTITIES WILL CHANGE FOR EACH JOB BASED ON THE FINAL FIXTURE PLAN. AN ACCURATE TAKEOFF IS REQUIRED. -(16) MONOPRICE.COM 24AWG CL2 HIGH SPEED HDMI CABLE WITH NET JACKET MALE TO MALE OR EQUAL ITEM #4158 -(1) BLUE -RAY PLAYER -(1) MONOPRICE.COM HDMI SPLITTER MODEL TBD ITEM #6194 6. ALL CABLE, EXCEPT FROM PLUGMOLD TO TELEVISION, TO BE CONCEALED ABOVE THE CEILING, WITHIN WALL CAVITY IF ALLOWED BY CODE, IN CONCEALED CONDUIT IF REQUIRED BY CODE AND WITHIN THE PLUGMOLD FIXTURE MOUNTED BEHIND THE TELEVISIONS. ECEIVE[ JUL 06 2012 PERM IT CENTE ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 ISSUED FOR REVISIONS & PERMn JUNE 27, 2012 SEARS HOLDINGS 0 0- LY as CO 7_1 M p �— 0 O COO M N— 00 r Project Arch./ Engineer. M.PELINI Drawn: J. FALLOS Checked: J. LINEGAR Date: OCTOBER 28, 2011 Sheet No: E -3 PANEL SCHEDULE LOCATION: 3- BRANCHES CI RCUIT REAK B ERA c BRKR TYPE BOLT-ON MOUNTING SURFACE A.I.C: 22K BUSS 1200 1200 AMP. MAIN BRKR S/E CORNER OF SPACE ENTRANCE: FED FROM: BOTTOM UTILITY NT CKT# VA 3 5 7 9 11 13 16 17 19 21 23 26 27 29 91 33 35 10301 10301 10301 18120 16120 16120 11877 11877 11877 8466 8466 8468 SI SET 120' AMP 3 WIRE : .... COND.: SERVES APPLIANCE: A SERVES LIGHTING: L SERVES RECEPTACLES: R SERVES MISCELLANEOUS: MS AMPS AMPS/ POLE PANEL'S' MS MS MS 100/3 PANEL LOAD 311.64 KVA - CONNEC ED L.AD 500MCM THHN - N CU 311.30 KVA - DEMAND LOAD 3• 865.42 TTL DEMAND AMPS LOAD (KVA) A B C -F 20.7 T M H AMPS/ 3 POLE TRACK LIGHTING SERVES MOTOR ... SERVES HEATING SPARE SPACE VA CKT# NT MS 100/3 MS MS 10400 2 PANEL 10400 8 , PANEL '13'_ PANEL PANEL "H' 37 39 41 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE MS MS MS MS MS MS MS MS MS S S S S S S 3 S 3 200/3 MS 150/3 MS MS 18120 8 PANEL 'E' 18120 12 11877 14 PANEL SCHEDULE 120/208 VOLT BUSS 225 200 AMP. MAIN LUG 3-PHASE, 4 -WIRE 42 CKT B RANCHES: CIRCUIT BREAKER.. BRKR TYPE: BO T O N L M OUNTING: SURFACE A.I.C: 22K NEAR PRS OFFICES ENTRANCE: TOP FED FROM: PANEL 'MDP' FEEDER SIZE: 200 AMP PANEL LOAD 36.76 KVA - CONNECTED LOAD 85.91 TTL DEMAND AMPS NT CKT# VA SERVES APPLIANCE:... SERVES LIGHTING: L. SERVES RECEPTACLES: R SERVES MISCELLANEOUS: MS AMPS/ POLE PANEL 'G' BAILER 40/3 M M COMPACTOR 7 9 11 13 15 17 19 21 23 1100 200 600 400 180 400 800 800 200 200 2080 2080 REFRIGERATOR PRINTER COPIER / FAX MANAGERS OFFICE MANAGERS OFFICE TRAINING RM OFFICE OFFICE XIMPUTER RM NETWORK CAB COMPUTER ROOM ALARMS COMPUTER ROOM SERVER A 20/1 20/1 20/1 20/1 20/1 20/1 20/1 30/2 T M H LOAD VA AMPS/ S A B C POLE 20/1 1.5 20/1 20/1 20/1 20/1 20/1 20/1 Fi TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE / SPACE VA CKT# NT TREADMILL REPAIR 1000 2 MATTRESS SANITATION 1000 4 ORS REPAIR 1000 ORS COMPUTER 400 PRS REPAIR 1000 10 PRS COMPUTER 400 12 APPLIANCE TEST COMPUTER 400 14 1.7 20/1 20/1 20/1 20/1 30/3 2.1 R R FORK TRUCK CHARGER 2138 2 25 27 29 31 800 800 TV REPAIR TV REPAIR TV REPAIR 20/1 20/1 20/1 20/1 20/1 20/1 768 33 768 35 768 37 39 41 768 768 768 FUTURE FAN 20/3 FUTURE FAN 20/3 20/3 SUB TTL 103.9 103.9 103.9 DEMAND FACTORS ORS 0.00 LTNG 0 1.0 6.41 1st 14KVA REC 0 1.0 0,00 BAL. REC.'S :s LARGEST MOTOR 1,5 (fYA 17.59 TTL MOTOR LOAD # OF APPLJANCES UNi TTL APL. LOAD TTL LF OF TRACK:. :LF '.. ADD. TRACK LOAD ,. SUB TTL 11.2 12.5 13.1 220 42 220.44 430.25 BRKR NOTES: 1 = BREAKER LOCK 2 =GFCI BREAKER 3 =SHUNT TRIP 4 = TIME CONTROL 5= HANDLE TIE PANEL SCHEDULE 120/208 !VOLT _._ BUSS 1225__ 200 ;AMP. MAIN LUG 3-PHASE, J '4 -WIRE 142 CKT? __BRANCHES CIRCUIT BREAKERS BRKR TYPEOLT ON MOUNTING SURFACE AIC 122K ._ LOCATION: DRYER TEST AREA ! ENTRANCE TOP FED FROM: PANEL'MDP' FEEDER SIZE 150 AMP SETS: 1 'WIRE 2/0 THHN U COND. SERVES APPLIANCE: SERVES LIGHTING: L I SERVES RECEPTACLES: R SERVES MISCELLANEOUS .MS AMPS/ LOAD (KVA) NT {CKT# VA r" POLE A B C 1 200 GAS DRYER RECEPT 3 2184 5 2184 ELECTRIC DRYER RECEPT 7 200 GAS DRYER RECEPT 9 2184 11 2184 ELECTRIC DRYER RECEPT 19 200 GAS DRYER RECEPT 15 2184 17 2184 ELECTRIC DRYER RECEPT 19 200 GAS DRYER RECEPT 21 2184 23 2184 ELECTRIC DRYER RECEPT 25 200 GAS DRYER RECEPT 27 2184 29 2184 ELECTRIC DRYER RECEPT 31 33 35 200 2184 2184 GAS DRYER RECEPT ELECTRIC DRYER RECEPT 37 SPACE 39 SPACE 41 SPACE A 20/1 0.4 A 30/2 A A 20/1 A 30/2 A A 20/1 A 30/2 A A 30/2 A A 20/1 A 30/2 A A 30/2 A A 2' PANEL LOAD F T _1 54.82 1..KVA CONNECTED LOAD 35.63 KVA DEMAND E ND LOAD 99 05 ITTL DEMAND AMPS mm .. _ . T TRACK LIGHTING SERVES MOTOR AMPS/ S POLE 4.4 20/1 A 30/2 A A 20/1 A 30/2 A A 20/1 A 30/2 A A 20/1 A 30/2 A A 20/1 A 30/2 A A 20/1 A 30/2 A A 0.0 F, 0,0 S SUB TTL 0.0 s S SERVES HEATING mm SPARE /SPACE - -� GAS DRYER RECEPT ELECTRIC DRYER RECEPT GAS DRYER RECEPT ELECTRIC DRYER RECEPT GAS DRYER RECEPT ELECTRIC DRYER RECEPT GAS DRYER RECEPT ELECTRIC DRYER RECEPT GAS DRYER RECEPT ELECTRIC DRYER RECEPT GAS DRYER RECEPT 200 2184 2 4 NT 2184 200 2184 8 10 2184 200 2184 12 14 18 2184 200 2184 18 20 22 2184 200 2184 24 26 28 2184 200 30 32 ELECTRIC DRYER RECEPT SPACE SPACE SPACE 2184 34 2184 38 38 40 42 DEMAND FACTORS 0.00 LTt# @ 1.0 0.00 KV RE 1 0 A C � 1. 0 9t,1 0.00 BAL. REC.'S, .5 LARGEST MOTOR 4 TTLMOTOR LOAD #0FAPPIJANCES 24 UNITS 35.63 TTL APL. LOAD TTL LF OF TRACK = LF ADO. TRACK LOAD 220.42 220,44 430.24 . -.: 430.25 940 220.56 220.43(B) '' . - BRKR NOTES:! 1 = BREAKER LOCK 2 = GFCI BREAKER 3 SHUNT TRIP 4 = TIME CONTROL- _HANDLE JIE 10.50 LTNG 0 1.0 8.333 TTL MOTOR LOAD:- OF = 1 UNITS LOAD LF OF TRACK AD TRACK LOAD VOICE BASE STATION LIGHTING LIGHTING LIGHTING UGHTING UGHTING LIGHTING UGHTING 400 1500 1500 1500 16 18 20 22 FUTURE FAN FLJTURE FAN PER NEC: 430.25 1500 1500 1500 1500 768 768 768 24 26 28 30 32 34 768 768 768 BRKR NOTES: 1 = BREAKER LOCK 3 = SHUNT TRIP 4 = TIME CONTROL 5 - HANDLE TIE 38 40 42 PANEL SCHEDULE 120/208 !VOLT BUSS 1225 200 !AMP. MAIN LUG I 3-PHASE, 4-WIRE 142 CKTI BRANCHES: CIRCUIT BREAKERS MOUNTING. ISURFACE A.I.C: 22K NT 1CKT# LOCATION: ENTRANCE: I FED FROM: 1 RYER TEST AREA TOP PANEL 'MDP• FEEDER SIZE4 150 AMP COND.1 2' SERVES APPLIANCE: A SERVES LIGHTING: L SERVES RECEPTACLES: R SERVES MISCELLANEOUS: MS AMFT VA 1 POLE 20/1 30/2 A GAS DRYER RECEPT A 20/1 ELECTRIC, DRYER RECEpT A 30/2 PANEL LOAD 54.824KVA - CONNECTED LOAD 35.63 tKVA - DEMAND LOAD 99.05 1TTL DEMAND AMPS TRACK LIGHTING M SERVES MOTOR 1 200 5 GAS DRYER RECEPT A 2184 11 13 15 17 19 21 23 25 27 29 31 2184 2184 200 2184 2184 200 2184 2184 200 2184 2184 200 A GAS DRYER RECEPT A 20/1 ELECTRIC DRYER RECEPT A 30/2 A ELECTRIC DRYER RECEPT A 30/2 A GAS DRYER RECEPT A 20/1 ELECTRIC DRYER RECEPT A 30/2 A GAS DRYER RECEPT A 30/2 33 2184 35 2184 ELECTRIC DRYER RECEPT A 37 SPACE 39 SPACE 41 SPACE 5 SERVES HEATING AMPS/ S SPARE / SPACE POLE 7 30/2 20/1 20/1 20/1 30/2 20/1 30/2 20/1 30/2 44 0.0 .4 0.0 A GAS DRYER RECEPT 200 2 A GAS DRYER RECEPT A ELECTRIC DRYER RECEPT A A GAS DRYER RECEPT A ELECTRIC DRYER RECEPT A A GAS DRYER RECEPT A ELECTRIC DRYER RECEPT A A GAS DRYER RECEPT A ELECTRIC DRYER RECEPT A A GAS DRYER RECEPT A A ELECTRIC DRYER RECEPT 2184 200 2184 2184 200 2184 2184 200 2184 2184 200 2184 2184 200 2184 lo 12 14 16 18 20 22 24 26 28 30 32 34 2184 36 SPACE 38 SPACE 40 SPACE 42 DEMfAND FACTORS 0.00 LINO 42 1.0 0.00 lei 1010/A REC 'adoinEsT MOTOR OTOR LOAD OF APP1JANCE$ AF,L. LOAD ADD TRACK LOAD PER NED BRKR NOTES: A2 BREAKER LOCK = GFCI BREAKER 1, ,L= SHUNT TRIP 14 = TIME-CONTROL € = HANDLE TIE PANEL SCHEDULE NAME PLATE "A' existing 120/208 VOLT BUSS 225 225 AMP. MAIN LUG 3- PHASE, 4 -WIRE 42 CKT BRANCHES: CIRCUIT BREAKER: BRKR TYPE: BOLT -ON MOUNTING: ;FLUSH A.I.C: 'd22K NT CKT# VA 1 1000 SERVES APPLIANCE: SERVES LIGHTING: SERVES RECEPTACLES: SERVES MISCELLANEOUS: LOCATION: ENTRANCE: FED FROM: 18340 SALES FLOOR TOP UTILITY SIZE: SETS: FEEDER 200 AMP 1 'WIRE: 4/O THHN CU COND. 2 -1/2' L R MS AMPS/ LOAD (KVA) POLE A B C VENDING MACHINE 3 1000 VENDING MACHINE 5 400 SEASONAL CHECK OUT 7 1600 SEASONAL CORD REEL 9 200 VOICE BASE STATION 1000 ELECTRIC WATER COOLER 13 SPARE 15 SPARE 17 SPARE R R R R R A S S S 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 1.4 M H AMPS/ S POLE 20/1 R PANEL LOAD 26.86 KVA - CONNECTED LOAD 25.94 KVA - DEMAND LOAD 72.11 TTL DEMAND AMPS TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE / SPACE LAUNDRY CHECK OUT ECR 20/1 R LAUNDRY CHECK OUT ECR 400 4 1.0 20/1 R SOLUTION CENTER 600 6 3.2 a;; 20/1 R CORD REEL 1800 8 20/1 R WALL OF EYES 1200 10 2.2 20/1 WALL OF EYES 1200 12 19 SPARE 21 SPARE 23 SPARE 25 27 29 1378 1378 SPARE LIGHTING LIGHTING 31 1378 33 1378 35 1378 LIGHTING LIGHTING LIGHTING 37 39 41 1378 1378 1378 LIGHTING LIGHTING LIGHTING 20/1 20/1 20/1 20/1 L 20/1 L 20/1 L L L 20/1 20/1 20/1 L 20/1 L 20/1 0.8 20/1 R REFRRIG. CHECKOUT ECR 800 14 .4 20/1 R REFRRIG. CHECKOUT ECR 400 18 '®' 20/1 0.0 s SPARE 18 20/1 SPARE 20 0.0 20/1 0.0 SPARE 22 20/1 SPARE 24 20/1 S SPARE 26 20/1 S SPARE 28 ® 20/1 SPARE 30 M M M FUTURE FAN 672 672 672 32 34 36 M M M FUTURE FAN 672 672 672 38 40 42 SUB TTL 9.5 8.7 8.7 ERRAND FACTORS 1G 10.00 iet I0KVAREC Cg? 1,0 0.40 BAL REG'S0,5 LARGEST MOTOR = 2 kVA 3.516 TTL MQTOR LOAD ` # OFAAPPLIANCES- 1 UNITS TTL APL. LOAD TTL LF OF TRACK R' ADD, TRACK LOAD 220.42 220.44 ".4313.274-'" 430.25 BRKR NOTES: 1 = BREAKER LOCK 2 = GFCI BREAKER 3 = SHUNT TRIP 4 = TIME CONTROL 5 = HANDLE TIE PANEL SCHEDULE NAME PLATE ( : ? ,C" �L 1 �� 120/208 3 -PHASE BRANCHES: BRKR MOUNTING: IVOLT P MAI LUG MAIN WIRE 42 CKT. BREAKERS E 1 LOCATION s "I ENTRANCE: FED FROM. I WASHER TEST AREA . I TOP PANEL'MDP' 120/208 3 -PHASE BRANCHES: B RR MOUNTING w....... VOLT BUSS !100 100 AMP 4 CIRCUIT _.,_. _ MAIN LUG WIR ' E I4 2 CKT _ BREAKER LT ON __,.-, _.._,..- _ „ _ __..__ . .wok1.,., ..w t t LOCATION: REFRIG, TEST AREA f .._ € r a. ENTRANCE TQ . FED PA FE FROM: NEL'MDP'µ� PANEL LOAD E 4800 KVA CONNECTED 31 20 IKYA DEMAND 86.74 .TTL DEMAND AMPS i F LOAD LOAD y- ... _. SIZE: . SETS _ _....._.. FEEDER 15 AM P 1 WIRE" COND. SERVES APPLIANCE: SERVES LIGH 1NO: SERVES RECEPTACLES: , i SERVES MISCELLANEOUS: NT;CKT #1 VA ` , f 1 1 1 TYPE: iBO 1 AIC _.._. SURFACE 22K .__....,_ 2 /® THHN CU 2' ,SERVES APPLIANCE A SERVES LIGHTING L SERVES RECEPTACLES: R SERVES,MISCELLANUS EO MS �• I , - j T NT .'•„-CKT# _- VA SERVES APPLIANCE 3 SERVES LIGHTING . SERVES RECEPTACLES: SERVES MISCELLANEOUS: s, ( S , , A _ L R MS ,' s T M I H S TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE SPACE i i VA CKT# NT AMPS/ LOAD (KVA) AMPS/ POLE A B C POLE 1 1200 • EFRIGERATOR TEST STATION A 20/1 2.4 , ;`s 20/1 A - FRIGERATOR TEST STATION 1200 2 3 1200 • EFRIGERATOR TEST STATION 20/1 2.9 „1;,; 2.4 # ;`: 20/1 A 'EFRIGERATOR TEST STATION 1200 4 5 1200 • EFRIGERATOR TEST STATION - 1 , , . ! 2.4 20/1 A ' EFRIGERATOR TEST STATION 1200 8 7 1200 -EFRIGERATOR TEST STATION GAS RANGE RECEPT 2 4 20/1 A 'EFRIGERATOR TEST STATION 1200 8 9 1200' EFRIGERATOR TEST STATION 8 " 2.4. 20/1 A 'EFRIGERATOR TEST STATION 1200 10 11 1200 EFRIGERATOR TEST STATION WASHER 1« ar ,3 : : 20/1 A ' EFRIGERATOR TEST STATION 1200 12 13 1200 • EFRIGERATOR TEST STATION A s .4, 20/1 2 4 k..% ,, 20/1 A ' EFRIGERATOR TEST STATION 1200 14 15 1200 -EFRIGERATOR TEST STATION A 20/1 1' 2 4 20/1 A 'EFRIGERATOR TEST STATION 1200 16 17 1200' EFRIGERATOR TEST STATION A 20/1 20/1 A 'EFRIGERATOR TEST STATION 1200 18 19 1200 -EFRIGERATOR TEST STATION A 174 20/1 2.4 , x. 20(1 A ' FRIGERATOR TEST STATION 1200 20 21 1200' EFRIGERATOR TEST STATION A 20/1 2.4 . 20/1 A ' FRIGERATOR TEST STATION 1200 22 23 1200 -EFRIGERATOR TEST STATION A 20/1 „, 2 4 20/1 A 'EFRIGERATOR TEST STATION 1200 24 25 1200 • EFRIGERATOR TEST STATION A 20/1 2.4 411 `' i;, .° 20/1 A 'EFRIGERATOR TEST STATION 1200 28 27 1200 • EFRIGERATOR TEST STATION A 20/1 2.4 3 20/1 A -EFRIGERATOR TEST STATION 1200 28 29 1200 -EFRIGERATOR TEST STATION A 2011 ^1`:2- 2 4 20/1 A -EFRIGERATOR TEST STATION 1200 30 31 1200 -EFRIGERATOR TEST STATION A 20/1 2. 20/1 A -EFRIGERATOR TEST STATION 1200 32 33 1200 EFRIGERATOR TEST STATION A 20/1 2 S A 50/2 3000 34 ■ 35 SPACE 3 20/1 3 . A S 3000 38 ■ 37 SPACE S 1.2 - pr =_ SPACE S 0.0 t. 39 SPACE S 34 ® ., h: �g 35 PRS REPAIR 1200 x -'' 41 SPACE 3 33 0.0 3 SPACE 37 42 SPACE S ;,�:r„ "': SUB TTL S 15,6 17.4 15,0. 38 20/1 .,, •„ ;, 39 3000 .b... -. : S SPACE 37 40 SPACE 8 LOCK TRIP TIE ,. _..,. L. `€ -.... ,_ __ SPACE S DE ND fACTOR3 DMA N C:' PER E_ i BRKR NOTES: 1 E ! „_.4 -__• O. L TND 1 0 00 BAL 0 ' TTi 312 . TTL.APL. ADD: r$I i.9 . A 11HCY RTC ! 1.0 " AEC:S ".5 ..: � ' ` ; 'L;ARGEST81LiT0R � MOTOR LOAD # OF APPLRANCES LOAD " TTLLFOFTRACK= TRLRGK LO AD ! KVA 34 11NLT$ 2244 %' � ' 220. ' =' .24 < 1 = BREAKER 2 = GFCI BREAKER _ 3 SHUNT 14 =TIME CONTROL € 5 = HANDLE tf I 43 a E .<..,.,...,.,- „_<....».. i P A N E L SCHEDULE £ £ NAME PLATE - "H" �L 1 �� 120/208 3 -PHASE BRANCHES: BRKR MOUNTING: IVOLT P MAI LUG MAIN WIRE 42 CKT. BREAKERS E 1 LOCATION s "I ENTRANCE: FED FROM. I WASHER TEST AREA . I TOP PANEL'MDP' 39.07 PANEL LOAD I T 1 'KVA - CONNECTED LOAD KVA - DEMAND LOAD 1TTL DEMAND AMPS BUSS 225 AM 4 CIRCUIT TYPE IBOLT-ON tSURFACE A.I.C: 22K I ......, SIZE SETS: FEEDER 150 AMP 1 WIRE 2/0 THHN CU COND. 2' SERVES APPLIANCE: 1 E SERVES LIGHTING: SERVES RECEPTACLES US SERVES MISCELLANEOUS: VA s ; ':. 25 40 70.80 1 SERVES APPLIANCE: SERVES LIGH 1NO: SERVES RECEPTACLES: , i SERVES MISCELLANEOUS: NT;CKT #1 VA ` , f 1 1 1 A L R MS r- AMPS POLE , NT ICKT# VA ,SERVES APPLIANCE A SERVES LIGHTING L SERVES RECEPTACLES: R SERVES,MISCELLANUS EO MS �• I , - j AMPS/ POLE ! ! T M H 8 TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE /SPACE _ I E 771777-71-7717- 1 �� VA CKT# NT LOAD A �8 VA AMPS/ C POLE GAS RANGE RECEPT A 1 1440 WASHER A 20/1 2.9 a 20/1 A WASHER 1440 2 1440 3 3 1440 WASHER A 20/1 2.9 X 1" 3 t.. 20 11 A WASHER 1440 4 20/1 4 5 1440 WASHER A 20/1 20/1 A WASHER 1440 8 200 GAS RANGE RECEPT 7 1440 WASHER A 20/1 2 9 - 2011 A WASHER 1440 8 1440 WASHER 9 1440 WASHER A 20/1 j� 2.9 20/1 A WASHER 1440 10 ELECT. RANGE RECPT 3000 11 1440 WASHER A 20/1 - 20/1 A WASHER 1440 12 13 200 13 1440 WASHER A 20/1 29 # -' 20/1 A WASHER 1440 14 2.9 20/1 15 1440 WASHER A 20/1 1.4 50/2 ..,..,. S SPACE - 50/2 6.0 16 A ELECT. RANGE RECPT 17 2184 STACKABLE DRYER RECEPT A A 30/2 gyp, _ -•a 4,4 3012 1 A A STACKABLE DRYER RECEPT 2184 18 18 1440 10 2184 2184 20 A 2011 21 2184 STACKABLE DRYER RECEPT A _..,.., .,_ .._, .....,.,.,.,,,,..,,,.,. <,.,.,_. A 30/2 ,. 30/2 4 4 A A STACKABLE .w,n- ._.,,.....,....._,., DRYER DRYER RECEPT 2184 22 3000 ELECT. RANGE RECPT 23 2184 A 2184 24 A A ELECT. RANGE RECPT 25 22 SPACE S 0 0 �', S SPACE 24 26 A 25 27 GAS RANGE RECEPT SPACE S 0.0 :,1� 8 SPACE A 28 200 26 29 A SPACE S , 0 0 S SPACE 50/2 30 8.0 ,.,, 50/2 6.0 31 ELECT. RANGE SPACE S `�?� +' a " <: S SPACE 29 32 0.4 25 33 30 SPACE S 0.0 •� S SPACE A 34 0.4 ?�S1 35 A SPACE S x -'' 32 S SPACE 33 38 ELECT. RANGE RECPT • A A 37 rs SPACE S ;,�:r„ "': A A S SPACE 00 38 20/1 .,, •„ ;, 39 3000 SPACE S 0.0 : S SPACE 37 40 SPACE 8 41 00 SPACE S TAE'" 0.0 S DISH WASHER SPACE 32 42 33 SPACE S��>>%' A SUBTTL 130 11.6 145? SPACE A 40 1440 34 ._._. I ................ _ _. _. _......_ i fi _, .�,-......__ _ _...S._.._. g SPACE �avx'e ;' 0.0 S BRKR NOTES: 1 BREAKER 2 GFCI BREAKER _._____ ...... E3 = SHUNT ;4 = TIME CONTROL ;5 = HANDLE �� ..._ 1.__ ,_,..._... ___ LOCK ...... TRIP TIE_ ._ ._._. ` . . . _ �_. -.. DEMAND FACTORS .IPERNEO: 00 LTNLi O. � T_0 1St! OKVA 0.00 ,, f REC981, 0.00 BAL. PEWS 0 LAROESTLVOTOR "` 0 "TTL:MOTOR LOAD' 9F APR/ 25,4 ° r'TL:APL. LAA# :' TTL tF AOD TRACK Lfl1 0 " ' ' .b MM. OF TRACK =, A1tS '' iSVA 19 GN178 ' LF 22 0.42 220:44 `; 43a,2a '',,,_ ; zo•43rB)' EXTERIOR SPACE 18340 EXISTING \ METER BASE RELOCATED PANEL "A" TO EXISTING UTILITY TRANSFORMER SINGLE LINE DIAGRAM SPACE 18340 SCALE: NOT TO SCALE PANEL SCHEDULE NAME PLATE "D" �L 1 �� 120/208 VOLT BYSS._j225 __- _m- .___,.- ._ -.._ 200 AMP. MAIN LUG 3 -PHASE I 4-WIRE 42 CKT BRANCHES CIRCUIT BREAKER BRKR TYPE: ,BOLT-ON MOUNTING: SURFACE A..9: >:22K LOCATION: RANGE TEST AREA __.__ a ..__ _? ._,_._I._, __,._ ENTRANCE: TOP FED FROM: 1 PANEL 'MOP' 74.40 PANEL LOAD KVA - CONNECTED M,_ KVA - DEMAND TTL DEMAND AMPS LOAD LOAD S I Z E : SETS: FEEDER 200 AMP, :1 40T -.HNCU 1 =WIRE THHN COND. 2' r^- ( I ! 48.36 4 . 134.44 J NT CKT #I SERVES APPLIANCE: 1 E SERVES LIGHTING: SERVES RECEPTACLES US SERVES MISCELLANEOUS: VA s ; ':. A L R MS SERVES APPLIANCE: SERVES LIGH 1NO: SERVES RECEPTACLES: , i SERVES MISCELLANEOUS: NT;CKT #1 VA ` , f 1 1 1 A L R MS r- AMPS POLE , T M H S TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE/ ? _ •AMPS/ POLE i.. VA CKT/ NT LOAD A KVA B. AMPS C POLE ;� SERVES HEATING SPARE /SPACE 1 200 GAS RANGE RECEPT A 20/1 0.4 k -a 20/1 A GAS RANGE RECEPT 200 2 WASHER 1440 3 3000 ELECT. RANGE RECPT A A 50/2 '„ < 6.0 ::` 50/2 A A ELECT. RANGE RECPT 20/1 4 WASHER 1440 5 3000 3000 6 1440 WASHER 7 200 GAS RANGE RECEPT A 20/1 0.4 -,!- 20/1 A GAS RANGE RECEPT 200 8 1440 WASHER 9 3000 ELECT. RANGE RECPT A A 60/27,$:` . 6.0 ;. 50/2 A A ELECT. RANGE RECPT 3000 10 1440 WASHER 11 3000 3000 12 20/1 A 13 200 GAS RANGE RECEPT A 20/1 11 20/1 A GAS RANGE RECEPT 200 14 2.9 20/1 15 3000 ELECT. RANGE RECPT A A 50/2 ..,..,. - ;: 6 0 - 50/2 6.0 A A ELECT. RANGE RECPT 3000 16 20/1 A 17 3000 A GAS RANGE RECEPT 3000 18 1440 DISH WASHER 19 200 GAS RANGE RECEPT A 2011 0.4 DISH WASHER 20/1 A GAS RANGE RECEPT 200 20 1440 DISH WASHER 21 3000 ELECT. RANGE RECPT A A 50/2 A 8.0 50/2 8.0 A A ELECT. RANGE RECPT 3000 22 1440 DISH WASHER 23 3000 3000 24 20/1 A 25 200 GAS RANGE RECEPT A 20/1 t 1440 ?., 20/1 A GAS RANGE RECEPT 200 26 20/1 A 27 3000 ELECT. RANGE RECPT A A 50/2 .e„ 8.0 ,.,, 50/2 6.0 A A ELECT. RANGE RECPT 3000 28 DISH WASHER 1440 29 3000 0.4 25 3000 30 A 20/1 31 200 GAS RANGE RECEPT A 20/1 0.4 ?�S1 :" 20/1 A GAS RANGE RECEPT 200 32 A 20/1 33 3000 ELECT. RANGE RECPT • A A 50/2 rs 6.0 ,tr v „°� 50/2 6.0 A A T. RANGE __ELECT. RECPT 00 34 20/1 .,, •„ ;, 35 3000 A 3000 38 30 37 31 SPACE 8 A 00 2.9 :!. TAE'" 8 SPACE DISH WASHER 38 32 39 33 SPACE S��>>%' A 0 0 ?•. °a S SPACE A 40 1440 34 41 SPACE S SPACE �avx'e ;' 0.0 S SPACE 42 SPACE . i a M tt ...,...E � I 1 � __.,.,._. SUB TTL 2.4 ! 36.0 36.0; S t t .,.....E , LOCK ` t TRIP TIE € 1 0.0 8 SPACE I 1. 0.04. NG 0 0,00 , 1at'10tSVA REG 1.0 0_ 00 BAL. REC.'S .b � LARGEST - 0 TTL MOTOR LOAD # OF APPLIANCES= 48.38 TTL APL. LOAD Tit LF OF TRACK = ADD. TRACK LOAD PER NEC BRKR NOTES = BREAKER 2 GFCI BREAKER = SHUNT 4 TIME CONTROL . 5 = HANDLE LOCK TRIP TIE [ _. € DEMAND FACTOR S A� .0 0.00 LT' 1 A. Oat OKVA RED 00 0.00 BAL.4IEG'80,5 LAa S MOTOR LOAD *OF APP/J 48.38: TTL APL, LOAD 771 LF RDA. TRACK LORtD' 1, 0 -'+ '3 NOM? r _ M NOES= OF TRRACK = ., -, - XVA 2 .42 0 2 _ 220.44 :a3Qa24 ,. 220.43(B) SPACE 24 wars LF 41 PANEL SCHEDULE .NAME PLATE . _. _..._ f ... .....E .. ...._ ., E, ! : i " J" __ 3,.,_.,_._, 120/208 VOLT BUSS 225 _..._ � .. .... .......... P AIN 200 AM . M 3- PHASE, I 4-WIRE BRANCHES: JCIRCUIT BREAKERS BRKR TYPE: 1BOLT,ON MOUNTING: SURFACE K A.I.C: 22K [ { r . LUG 142 CKT LOCATION: WASHER TEST AREA n M � -- ENTRANCE: TOP FED FROM: . PANEL'MDP' PANEL LOAD _ _ 48,96 fKVA - CONNECTED LOAD 31.82 ,KVA - DEMAND LOAD 88.47 :TTL DEMAND AMPS ' _ SIZEZ SETS: FEEDER 150 AMP , 1 !WIRE: 2/0 THHN CU COND J 2' ( I ! J NT CKT #I SERVES APPLIANCE: 1 E SERVES LIGHTING: SERVES RECEPTACLES US SERVES MISCELLANEOUS: VA s ; ':. A L R MS T M H S . s SERVES APPLIANCE: SERVES LIGHTING SERVES RECEPTACLES: SERVES MISCELLANEOUS: NT ICKT #. VA f ; L R MS ,,,.. _ •AMPS/ POLE T M TRACK LIGHTING,,,,. SERVES MOTOR i } VA CKT# NT _H S SERVES HEATING SPARE /SPACE AMPS/ POLE LOAD KVA A B r C " : 20/1 1 1440 WASHER A 20/1 2.9 ,,:4 20/1 A WASHER 1440 2 6.0 50/2 3 1440 WASHER A 20/1 2 9 y 20/1 A WASHER 1440 4 7 200 5 1440 WASHER A 20/1 -' s 2.9 20/1 A WASHER 1440 8 9 3000 7 1440 WASHER A 20/1 2.9 pt,r'T A A 20/1 A WASHER 1440 8 11 3000 9 1440 WASHER A 20/1 �' 7 2.9 /4 GAS RANGE RECEPT 20/1 A WASHER 1440 10 A GAS RANGE RECEPT 11 1440 WASHER A 20/1 ,. : "K1 2.9 20/1 A WASHER 1440 12 A A ELECT. RANGE RECPT 13 1440 WASHER A 20/1 2.9 g, 3000 20/1 A WASHER 1440 14 GAS RANGE RECEPT A 15 1440 DISH WASHER A 20/1'. 2 9''x tr 20/1 A DISH WASHER 1440 16 ELECT. RANGE RECPT A A 17 1440 DISH WASHER A 20/1 ,w�- '�''.E 2.9 20/1 A DISH WASHER 1440 18 3000 24 19 1440 DISH WASHER A 20/1 2.9 L 20/1 20/1 A DISH WASHER 1440 20 200 26 21 1440 DISH WASHER A 20/1 7 2 9 50/2 20/1 A DISH WASHER 1440 22 3000 28 23 1440 DISH WASHER A 20/1 30 2.9 20/1 A DISH WASHER 1440 24 20/1 0.4 25 1440 DISH WASHER A 20/1 2.9 L 20/1 A DISH WASHER 1440 28 50/2 < :. a, � 27 1440 DISH WASHER A 20/1 2.9 ye 20/1 A DISH WASHER 1440 28 29 1440 DISH WASHER A 20/1 .,, •„ ;, 2.9 20/1 A DISH WASHER 1440 30 31 1440 DISH WASHER A 20/1 2.9 :!. x" 20/1 A DISH WASHER 1440 32 33 1440 DISH WASHER A 20/1 r._ 2.9 } ' 20/1 A DISH WASHER 1440 34 35 SUB TTL SPACE 3 36.0E 36.0 0 0 S SPACE . i a M tt ...,...E � I 1 � __.,.,._. 36 37 SPACE S t t .,.....E , LOCK ` t TRIP TIE € 1 0.0 8 SPACE I 1. 0.04. NG 0 0,00 , 1at'10tSVA REG 1.0 0_ 00 BAL. REC.'S .b � LARGEST - 0 TTL MOTOR LOAD # OF APPLIANCES= 48.38 TTL APL. LOAD Tit LF OF TRACK = ADD. TRACK LOAD 38 .4 220 2 224 44 ...,:430:24.".' 439.2a 220.56 220,43(B) 1 =BREAKER r 2 = GFCI BREAKER 3 =SHUNT 4 =TIME CONTROL _ HANDLE 39 SPACE 8 0.0 ,,,1¢8 3 SPACE 40 41 SPACE S ;, �;;6.. 0.0 S SPACE 42 1 SUB TT L 17 17.3 .3 14,4 ` z P R E NE C BRKR NOTES LOCK TRIP TIE ._. _ . . _:..._,. DEMAND FACTORS . 0.00 LING 01.0 220,142 , 0:00 141101(VAAEC 01.9, ' ':.. - 0.00 BAL. REC.'S 0 $.: - WRGESTMOTOR = KVA 924,, 0 " TrL MOTOR .LO/413 . # OF APPLIANCES 3 /^ RtlwT$ , ; .:220.66 31.82 TTL APL.. LOAD TTL LF OF TRACK . LF O. 43(10) ADD,KiaACr 11 - BREAKER ?_._.. GFCI BREAKER = SHUNT E4 = TIME CONTROL b HANDLE �__ _ , _ _ __ .,__, EXTERIOR SPACE 18350 PANEL "MDP" INCOMING METER SECTION PANEL SCHEDULE --,., ....1 NAME PLATE ._,._. "E" 120/208 VOLT BUSS 226____ 200 AMP MAIN LUG 3-PHASE, PH 4 -WIRE 42 CKT NCH E S 'CIRCUIT BREAKERS R TYPE:. BOLT ON N( �UNTING SURFACE A.I.C: 22K .,,._ } LOCATION: , RANGE TEST AREA _�___. ,_., ENTRANCE: TOP FED FROM. PANEL •MDP' PANEL LOAD < 1 7 74 40 KVA CONNECTED LOAD 48 38 KVA DEMAND LOAD 134.44 TTL DEMAND AMPS ' Z SI E SETS: FEEDER 2 00 AMP Y 1 WIRE 4/0 THHN CU COND E 2' ( I ! J NT CKT #I SERVES APPLIANCE: 1 E SERVES LIGHTING: SERVES RECEPTACLES US SERVES MISCELLANEOUS: VA s ; ':. A L R MS T M H S TRACK LIGHTING SERVES MOTOR SERVES HEATING SPARE SPACE t / 1 VA DKT# NT AMPS/ / POLE LOAD A B VA AMPS/ / C POLE 1 200 GAS RANGE RECEPT A 20/1 0.4 . " : 20/1 A GAS RANGE RECEPT 200 2 3 3000 ELECT. RANGE RECPT A A 50/2 ;; 6.0 50/2 A A ELECT. RANGE RECPT 3000 4 5 3000 3000 8 7 200 GAS RANGE RECEPT A 20/1 0.4 20/1 A GAS RANGE RECEPT 200 8 9 3000 ELECT. RANGE RECPT A A 50/2 '- : • 50/2 A A ELECT. RANGE RECPT 3000 10 11 3000 3000 12 13 200 GAS RANGE RECEPT A 20/1 0.4 20/1 A GAS RANGE RECEPT 200 14 15 3000 ELECT RANGE RECPT A A 50/2 t 50/2 6.0 A A ELECT. RANGE RECPT 3000 18 17 3000 3000 18 19 200 GAS RANGE RECEPT A 20/1 "; 20/1 A GAS RANGE RECEPT 200 20 21 3000 ELECT. RANGE RECPT A A 50/2 8.0 as = 50/2 6.0 A A ELECT. RANGE RECPT 3000 22 23 3000 3000 24 25 200 GAS RANGE RECEPT A 20/1 20/1 A GAS RANGE RECEPT 200 26 27 3000 ELECT. RANGE RECPT A A 50/2 azf ;. .t 'x =•> 50/2 A A ELECT. RANGE RECPT 3000 28 29 3000 3000 30 31 200 GAS RANGE RECEPT A 20/1 0.4 20/1 A GAS RANGE RECEPT 200 32 33 3000 ELECT. RANGE RECPT ._. m.. .,..... ........................ A A 50/2 < :. a, � • . 50/2 6.0 _.....,.,. A A ELECT. RANGE RECPT .._._.._.._... ._...�......_..... -. 3000 34 35 3000 3000 36 37 SPACE S 0.0 S SPACE 38 39 SPACE S 0.0 SPACE 40 41 SPACE S s : 0,0 S SPACE 42 SUB TTL 2.4 36.0E 36.0 {{ . I i . i a M tt ...,...E � I 1 � __.,.,._. r t t .,.....E , LOCK ` t TRIP TIE € 1 DEMAND FACTOR S PER NEC:! _ BRKR NOTES: I 1. 0.04. NG 0 0,00 , 1at'10tSVA REG 1.0 0_ 00 BAL. REC.'S .b � LARGEST - 0 TTL MOTOR LOAD # OF APPLIANCES= 48.38 TTL APL. LOAD Tit LF OF TRACK = ADD. TRACK LOAD KVA 24 UNITS .4 220 2 224 44 ...,:430:24.".' 439.2a 220.56 220,43(B) 1 =BREAKER r 2 = GFCI BREAKER 3 =SHUNT 4 =TIME CONTROL _ HANDLE SHEET NOTES DIAGRAM SHOWN IS SCHEMATIC. REFER TO THE POWER PLAN FOR LOCATIONS OF EQUIPMENT. THE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE POWER COMPANY AND SEARS REPRESENTATIVE. REFER TO THE MECHANICAL PLAN FOR THE LOCATION OF THE HVAC EQUIPMENT. REMOVE EXISTING SPARE CIRCUIT BREAKERS WHERE NECESSARY TO MAKE ROOM FOR NEW CIRCUIT BREAKERS. REWORK EXISTING SWITCHBOARD AS REQUIRED. PROVIDE ALL REQUIRED MOUNTING HARDWARE. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL WIRES, CABLES, PULLBOXES, CONCRETE ENCASEMENT OF CONDUITS, TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING AND BACKFILL AND PAY ALL UTILITY CO. FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR FINAL AND EXACT WORK MATERIAL REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS. ALL TERMINATORS AND ENCLOSURES SHALL BE RATED FOR USE WITH 90 DEGREE CELSIUS CONDUCTORS. CALL UNDERGROUND ALERT BEFORE YOU DIG. EC SHALL COORDINATE THE UPGRADE OF EXISTING BUILDING UTILITY TRANSFORMER, RECONNECT EXISTING ELECTRICAL SERVICES THAT ARE TO REMAIN IN SERVICE, AND PROVIDE NEW FEEDER AND EQUIPMENT TO SPACE 18350 AS SHOWN IN THIS ELECTRICAL SET OF CONSTRUCTION DRAWINGS. EXISTING EXISTING PANEL "B" SUB PANEL PANEL "C" PANEL "D" 0 ci PANEL "E" PANEL "F" PANEL "G" PANEL "H" PANEL "J" see (3) SETS OF 4-500KCMIL,3"C. TO UTILITY TRANSFORMER E-4 DISCONNECT AND REMOVE EXISTING METER AND 200A DISCONNECT AND PROVIDE NEW 200A FEEDER TO EXISTING PANEL "A&B" SINGLE LINE DIAGRAM SPACE 18350 SCALE: NOT TO SCALE 7-3S- Qui6. 44 JUL 06 2012 PERMIT GbNi ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 12012 REVISED ELECTRICAL SERVICE A MAY Z 2012 AISSUED FOR REVISIONS & PERMIT JUNE 27 2012 Date: OCTOBER 28, 2011 SEARS HOLDINGS o CD 0 -J CO CO 0 0 CO -J CO LO 00 CO Project Arch) Engineer- M_PELINI Drawn: J_ FALLOS Checked: J_ LINEGAR Date: OCTOBER 28, 2011 Sheet No: E-4 YSEE "PARTIAL PLUMBING PLAN" VIEW # 6 ON DRAWING P -2 FOR WORK IN THIS AREA. _J ■ ■ ■ • • 1 SEE "GAS PIPING PLAN" BELOW FOR • •I ■ • NEW GAS PIPING IN THIS AREA. LAUULJLJI NEW 2" GAS ■I■I■ ■i ■1 ■I ■I■ ■I ■I ■I •I li... •••• ■• • . IN .'.' . -Mr . r -.'.. a... .own wows' I- I.I.I•. I.'.1.,•• ..LI•1.1 .I . ■'. .. • a, ■ _NI MN ANN 1!.• ■'M ■ ■ •'_'MIN M''.. ■ ■ •,..•:•.If - a JI* EXISTING GAS METER KEY PLAN SEE "PARTIAL PLUMBING PLAN" VIEW # 5 ON DRAWING P -2 FOR WORK IN THIS AREA. • EXTEND & CONNECT NEW 2" GAS AT METER OUTLET. REFRIGERATOR WORKSTATIONS SCALE: 1/32" = 1' -0" REFRIGERATOR WORKSTATIONS REFRIGERATOR WORKSTATIONS DRY WORKSTATIONS DRY WORKSTATIONS 1 1/2" VENT RISER TO AAV.- DRY WORKSTATIONS 4" W LINE AT 1' -0" A.F.F. DRY WORKSTATIONS FD- ,-4" SAN. 3" SAN. SAN 4" SAN. AAV e 43 FD -1 EXTEND NEW 4" SANITARY TO NEAREST EXISTING 4" SANITARY SEWER WITH ADEQUATE INVERT ELEVATION. VERIFY EXACT LOCATION IN FIELD. SAN WET WORKSTATIONS 1 1/2" VENT BFF [TD -1 2" W UP TO 2' -0" A.F.F. WET WORKSTATIONS TYP. FOR 50. L_ 4" W LINE AT 1' -0" A.F.F. NOTE: CONTRACTOR SHALL DETERMINE POINT OF CONNECTION TO EXISTING SANITARY SEWER WITH ADEQUATE INVERT ELEVATION PRIOR TO START OF NEW SANITARY WORK. WET WORKSTATIONS SANITARY & VENT PLAN SCALE: 1/8" = 1' -0" PLUMBING FIXTURE SCHEDULE FIXTURE TRAP VENT CW HW MANUFACTURER MODEL REMARKS FD -1 3" REVISED ELECTRICAL SERVICE MAY 02, 2012 ZURN Z415B -NH 2 FLOOR DRAIN FCC FLOOR CLEAN OUT 4" ZURN ZN- 1400 -NH ROUND GASKETED DEPRESSED COVER TO ACCEPT FLOOR FINISH - - AAV 2" STUDOR MINI -VENT AIR ADMITTANCE VALVE TD -1 3" 1 1/2" ZURN Z806 DRAIN SYSTEM 30 FT. LENGTH WITH .75% SLOPE, CLOSED END CAPS AND OUTLET BOTTOM. TRENCH DRAIN AAV 2" VENT -_ FD -1 WET WORKSTATIONS LEGEND: AFF CW HW V VTR SAN / 2" W UP TO 2' -0" A.F.F. �/ AT EACH WORKSTATION. 3" SAN. N-4" SAN. 4" W LINE AT 1' -0" A.F.F. SANITARY & VENT ELEVATION SCALE: NONE REFRIGERATOR WORKSTATIONS 2" GAS DOWN REFRIGERATOR WORKSTATIONS REFRIGERATOR WORKSTATIONS 2" GAS LINE AT 2' -2" A.F.F. 2" GAS 2" GAS DOWN DRY WORKSTATIONS DRY WORKSTATIONS 2" GAS LINE AT 2' -2" A.F.F. NEW CONNECT TO EXISTING ABOVE FINISHED FLOOR DOMESTIC COLD WATER HOT WATER VENT VENT THROUGH ROOF WASTE 2" GAS 0� 2" GAS DOWN DRY WORKSTATIONS DRY WORKSTATIONS i 2" GAS LINE AT 2' -2" A.F.F. NEW 2" GAS; SEE KEY PLAN ON - -' THIS SHEET FOR CONTINUATION. MP WET WORKSTATIONS WET WORKSTATIONS WET WORKSTATIONS GAS PIPING PLAN SCALE: 1/8" = 1' -0" 3/4" GAS CONNECTION WITH SHUTOFF VALVE (TYPICAL). PLUMBING SPECIFICATIONS: GENERAL 1. PLUMBING CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. PLUMBING INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES. 3. CONTRACTOR SHALL PROVIDE WATER BACKFLOE PROTECTION AS REQUIRED BY LOCAL GOVERNING AUTHORITY. 4. INCLUDE ALL NECESSARY ANCHORS, BRACES, MISCELLANEOUS STEEL, WALL BRACKETS AND RISER CLAMPS REQUIRED FOR A PROPER INSTALLATION. 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL SHOCK ABSORBERS OR AIR CHAMBERS AT EACH HOT AND COLD WATER FIXTURE CONNECTION. CHAMBERS SHALL BE 18" HIGH AND OF THE SAME DIAMETER AS THE FIXTURE CONNECTION BUT NOT LESS THAN 1/2 ". 6. SUPPORT ALL RISERS AT BASE. 7. MAKE FINISHED PIPING CLEAN, FREE FROM FOREIGN MATTER AND WITH NO BURRS, WELDING ICICLES OR OTHER OBSTRUCTIONS. 8. INSTALL ALL PIPING TO PERMIT EASY DRAINING. ADJUST HANGERS AND SUPPORTS TO ELIMINATE SAG POCKETS. PROVIDE HOSE END DRAIN VALVES AT ALL LOW POINTS TO PERMIT DRAINING OF THE ENTIRE DOMESTIC WATER SYSTEM. 9. INSTALL PIPING TO PERMIT EXPANSION AND CONTRACTION WITHOUT UNDUE STRESS, PARTICULARLY AT FLASHING AND EQUIPMENT. 10. SUPPORT PIPING FROM ROOF BEAMS, TRUSSES OR JOIST. DO NOT HANG OR SUPPORT PIPING FROM ROOF DECK. 11. NEW PIPING SHALL RUN CONCEALED IN FINISHED AREAS. 12. WHERE PIPES PASS THRU FINISHED WALLS OR CEILING, INSTALL A STEEL OR BRASS ESCUTCHEON PLATE WITH SET SCREW. 13. PERMANENTLY LABEL AND TAG ALL VALVES INDICATING THE PART OF THE SYSTEM CONTROLLED. 14. WARRANTY ALL WORKMANSHIP, MATERIALS AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. 15. INSTALL ALL PIPING PARALLEL OR AT RIGHT ANGLES WITH BEAMS, WALLS, OR OTHER BUILDING LINES. INSTALL ALL EXPOSED PIPING AS CLOSE AS PRACTICAL TO WALLS, COLUMNS, OR OVER HEAD CONSTRUCTION TO PROVIDE MAXIMUM HEAD ROOM AND MINIMUM INTERFERENCE WITH USABLE BUILDING SPACE. WATER 1. NEW DOMESTIC WATER LINES SHALL BE TYPE "L" HARD COPPER WITH SOLDERED COPPER JOINTS AND FITTINGS. 2. SHUT -OFF VALVES ARE TO BE PROVIDED AT EACH WORKSTATION. 3. PROVIDE WATTS MODEL 150A WATER HAMMER ARRESTOR IN EACH WORKSTATION MANIFOLD PER MANUFACTURERS REQUIREMENTS. 4. PROVIDE 1/2" THICK, HEAVY DUTY FIBERGLAS PIPE INSULATION WITH VAPOR BARRIER JACKET ON NEW WATER LINES. COLD WATER LINES SHALL HAVE 1/2" THICK INSULATION. HOT WATER AND HOT WATER RECIRCULATION LINES SHALL HAVE 3/4" THICK INSULATION. 5. NEW DOMESTIC WATER LINES SHALL BE THOROUGHLY TREATED AND STERILIZED WITH A LIQUID CHLORINE GAS, WATER SOLUTION IN AMOUNTS OF 25OPPM CHLORINE CALCULATED ON THE VOLUME OF WATER IN THE NEW PIPING SYSTEM OR AS DIRECTED BY THE LOCAL HEALTH DEPARTMENT. 6. AFTER STERILIZING, FLUSH ALL LINES THOROUGHLY. SANITARY & VENT 1. PRIOR TO INSTALLATION OF NEW SANITARY LINES, CHECK AND CONFIRM INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS AND ENSURE THAT THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE. 2. NEW SANITARY AND VENT PIPING SHALL BE PVC SCHEDULE 40 ASTM 1488. 3. SANITARY AND WASTE LINES 2 1/2" AND SMALLER SHALL PITCH NOT LESS THAN 1/4" TO THE FOOT. LARGER PIPE SHALL PITCH NOT LESS THAN 1/8" TO THE FOOT. 4. CONTRACTOR SHALL PROVIDE A CLEAN OUT FOR THE SANITARY LINE EVERY 90 FT AND EVERY CHANGE IN DIRECTION. GAS 1. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL ASTM A- 120 -84 PIPE. PIPE SIZES LARGER THEN 2" SHALL HAVE BUTT WELDED JOINTS. PIPE SIZES 2" AND UNDER SHALL HAVE THREATED JOINTS. 2. PROVIDE DRIP LEGS AND CAPS FOR MOISTURE REMOVAL AT EACH 2" GAS DROP FROM CEILING SPACE FROM WORKSTATIONS. 3. PROVIDE AND INSTALL MAXITROL TYPE 325 GAS PRESSURE REGULATORS SIZED PER EQUIPMENT REQUIREMENTS. PERMIT SEPARATE AP ,�ND REQUIRED RED JUL 06 2012 WAIT ENTE SEARS HOLDINGS 74 A O rX (lc i-r a) TA Ig w co co co U w 0 oS 0 z_ co J 0 0 C/) N:N z z 0 V z J_ 00 ti w z w 0 J 0 CD tri M 00 Project Arch./ Engineer: M. PELINI ISSUE DATE D. STYCZYNSKI ISSUED FOR SCOPE OF WORK JOHN LINEGAR JANUARY 6, 2012 NOVEMBER 1, 2011 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT 2 JUNE 27, 2012 SEARS HOLDINGS 74 A O rX (lc i-r a) TA Ig w co co co U w 0 oS 0 z_ co J 0 0 C/) N:N z z 0 V z J_ 00 ti w z w 0 J 0 CD tri M 00 Project Arch./ Engineer: M. PELINI Drawn: D. STYCZYNSKI Checked: JOHN LINEGAR Date: NOVEMBER 1, 2011 Sheet No: P -1 PLUMBING FIXTURE SCHEDULE EQUIPMENT WASTE VENT CW HW PROVIDED BY MANUFACTURER MODEL REMARKS REVISED ELECTRICAL SERVICE EWC ELECTRIC WATER COOLER MAY 02, 2012 ISSUED FOR REVISIONS & PER/AT 2 PLUMBING CONTRACTOR (HI -LOW) 1/2" PROVIDE AMERICAN STANDARD MODEL 8340.243 FAUCET. SS SERVICE SINK 1 -1/2" 1 -1/2" 1/2" PLUMBING CONTRACTOR AMERICAN STANDARD 7695.008 CONNECT NEW 1 1/2" WASTE TO EXISTING W & V STACK. NEW 1 1/2" WASTE EXTEND AND CONNECT NEW 1/2" H & CW TO SERVICE SINK FROM EXISTING H & CW SERVING TOILET ROOM. NEW SS PARTIAL PLUMBING PLAN EXTEND NEW 1 -1/2" CW AND CONNECT TO NEAREST EXISTING CW LINE OF ADEQUATE SIZE. VERIFY EXACT LOCATION IN FIELD. SCALE: 1/8" = 1' -0" 3/4" CW DOWN 1,v-3/4" CW REFRIGERATOR WORKSTATIONS 3/4" CW DOWN 1 1 NEW 1 1/4" W & V STACK; CONNECT TO EXISTING PLUMBING LINES IN CHASE. NEW 1 1/4" WASTE EXTEND AND CONNECT NEW 1/2" CW TO WATER COOLER FROM EXISTING CW LINE IN CHASE. NEW EWC PARTIAL PLUMBING PLAN 3/4" CW LINE AT 2' -2" A.F.F. REFRIGERATOR WORKSTATIONS REFRIGERATOR WORKSTATIONS a 3/4" CW LINE AT 2' -2" A.F.F. DRY WORKSTATIONS DRY WORKSTATIONS n 3 CW v-1 1/2' 1 -1/4" CW DOWN — DRY WORKSTATIONS DRY WORKSTATIONS 1 -1/4" CW LINE AT 2' -2" A.F.F. WET WORKSTATIONS 1 -1/4" CW DOWN WET WORKSTATIONS t —r— SCALE: 1/8" = DUAL 3/4" CW RISER TERMINATE WI H SHUTOFF VALVE (TYPICAL FOR 30). DUAL 3/4" CW RISER TERMINATE WITH SHUTOFF VALVE (TYPICAL FOR 30). WET WORKSTATIONS SINGLE 3/4" CW RISER TERMINATE WITH SHUTOFF VALVE (TYPICAL FOR ). 1 -1/4" CW LINE AT 2' -2" A.F.F. DOMESTIC WATER PLAN SCALE: 1/8" = 1' -0" 3/4" CW LINE AT 2' -2" A.F.F. 1/2" CW LINE - — SHUTOFF 1/4" PLASTIC TUBE ADAPTER 2 WORKSTATIONS FOR REFRIGERATOR CONNECTION SHUTOFF (TYPICAL). DUAL 3/4" WASHING MACHINE CONNECTIONS WITH SHUTOFF (TYPICAL). WET WORKSTATIONS FOR WATER CONNECTION 3/4" GAS CONNECTION WITH SHUTOFF VALVE (TYPICAL). SCALE: NONE DRY WORKSTATIONS FOR GAS CONNECTION WATER SCALE: NONE SCALE: NONE 1.1r),3 se- SEPARATE PRND APPOV REQUIR D _ECEIvE1 JUL 06 2012 PERMIT CENTE SEARS HOLDINGS z 0 w F— 0 u) cw 0 z 0 �F- V z J F- 00 00 izk w z w U 0 J 0 cp M co Project Arch./ Engineer: M. PELINI ISSUE DATE D. STYCZYNSKI ISSUED FOR SCOPE OF WORK JOHN LINEGAR JANUARY 6, 2012 NOVEMBER 1, 2011 ISSUED FOR BD MAY 1,2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PER/AT 2 JUNE 27, 2012 SEARS HOLDINGS z 0 w F— 0 u) cw 0 z 0 �F- V z J F- 00 00 izk w z w U 0 J 0 cp M co Project Arch./ Engineer: M. PELINI Drawn: D. STYCZYNSKI Checked: JOHN LINEGAR Date: NOVEMBER 1, 2011 Sheet No: P -2 NEW GAS SHUTOFF SOLENOID VALVE. SEE CO ALARM SYSTEM PLAN FOR CONTROL WIRING. NEW 2" GAS; SEE KEY PLAN ON THIS SHEET FOR CONTINUATION. NEW 2" GAS I I - I I I I I I I I - I I I I I i I I I I i i SEE "GAS PIPING PLAN" BELOW FOR 1 NEW GAS PIPING IN THIS AREA. i I ■t■ •••• ■t•■ ■ ■' ■ •■■'a••■ aspeaa❑eden III II In III Willi In M IN In NI NI en an W orgn I I : M. NI ......,.I. .. •!_. ..... IIIIIIIIIII IVIES REFRIGERATOR WORKSTATIONS NIN KEY PLAN m® 2" GAS DOWN REFRIGERATOR WORKSTATIONS REFRIGERATOR WORKSTATIONS 2" GAS LINE AT 2' -2" A.F.F. Ilr 2" GAS 2" GAS DOWN 1 DRY WORKSTATIONS DRY WORKSTATIONS 2" GAS LINE AT 2' -2" A.F.F. 2" GAS 2" GAS DOWN DRY WORKSTATIONS DRY WORKSTATIONS — 2" GAS LINE AT 2' -2" A.F.F. 1. WET WORKSTATIONS WET WORKSTATIONS WET WORKSTATIONS GAS PIPING PLAN SCALE: 1/T = 1' -0" SCALE: 1/32" = 1' -0" 3/4" GAS CONNECTION WITH SHUTOFF VALVE (TYPICAL). INSTALL NEW 4" GAS AT METER OUTLET AS MANIFOLD. CONNECT EXISTING GAS LINE AND NEW 2" GAS TO REPAIR AREA TO 4" MANIFOLD. EXISTING GAS METER; GAS UTILITY COMANY SHALL INCREASE METER AND SERVICE SIZE IF REQUIRED FOR ADDED GAS LOAD OF 500 CFH TO EXISTING GAS LOAD OF 550 CFH. \\_.INSTALL NEW 4" GAS AT METER OUTLET AS MANIFOLD. CONNECT EXISTING GAS LINE AND NEW 2" GAS TO REPAIR AREA TO 4" MANIFOLD. NEW GAS SHUTOFF SOLENOID VALVE. SEE CO ALARM SYSTEM PLAN FOR CONTROL WIRING. 2" GAS; 83 FT. 175 MBH 2" GAS; 27 FT. 175 MBH 2" GAS; 25 FT. 175 MBH 2" GAS; 25 FT; 175 MBH • CARBON MONOXIDE ALARM SYSTEM: 1. A CARBON MONOXIDE ALARM SYSTEM WILL BE SUBMITTED AS A SEPARATE PLAN. IT WILL INCLUDE AN AUDIBLE ALARM AND A GAS LINE SHUT -OFF TO APPLIANCE AREA. 2. CO ALARM SYSTEM PLAN WILL INCLUDE A FLOOR PLAN LAYOUT OF EQUIPMENT INCLUDING COMPONENT MODEL, SPECIFICATIONS AND INSTALLATION INSTRUCTIONS SUBMITTED FOR APPROVAL BY CITY PRIOR TO INSTALLATION. 2" GAS; 25 FT. 2" 25 FT. GAS; 2" GAS; 25 FT. 175 MBH APPLIANCE OPERATION IN REPAIR AREA: UTILITY USAGE (WATER, GAS, SANITARY) BASED ON MAXIMUM OF 5 APPLIANCES IN OPERATION IN ANY GIVEN REPAIR AREA (IE: 5 RANGES, 5 CLOTHES WASHERS, 5 CLOTHES DRYERS, 5 DISH WASHERS, ETC.) 2" GAS; 44 FT; 175 MBH GAS PIPING NOTES: 1. EXISTING GAS PRESSURE IN BUILDING IS 6" WC WITH AN EXISTING GAS LOAD OF 550 MBH. 2. NEW GAS LOAD BASED ON MAXIMUM; 5 GAS RANGES x 65 MBH /RANGE 325 MBH 5 GAS CLOTHES DRYERS x 35 MBH.... 175 MBH APPLIANCE REPAIR AREA 500 MBH 3. TOTAL LENGTH OF NEW GAS LINE FROM METER IS 314 FT. EXISTING GAS METER; GAS UTILITY COMANY SHALL INCREASE METER AND SERVICE SIZE IF REQUIRED FOR ADDED GAS LOAD OF 500 CFH TO EXISTING GAS LOAD OF 550 CFH. NEW GAS PIPING ISOMETRIC SCALE: NONE If 2" GAS; 44 FT. /-2" GAS; 44 FT. x CORRECTION LTR# 1 12012 ?ERMfT GENV P12 2�5 ISSUE DATE ANEW SHEET ISSUED SEPTEMBER 10, 2012 SEARS HOLDINGS & CO DETECTOR SPEC'S Project Arch./ Engineer: M. PELINI Drawn: D. STYCZYNSKI Checked: JOHN LINEGAR Date: NOVEMBER 1, 2011 Sheet No: P-30f3 [IQ „0S X 1,9 X H,9 F 175 Erl (6)EF REF REF REF REF REF 338 338 CC P1 PI A CC CC ( REF REF of SIDE BY SIDE 1.2% cc) CA) 5'a0" CO 338 33a T CC A rn (1REF REF 0 L0 MOM 74425 OUTLET STOCK 1820 Ili LI TV LOCK UP 0 EF (20) REF REF REF REF REF REF REF REF REF REF REF REF REF REF REF REF REF REF REF A 0 M/0 1 a 9FTTal as D/IY M70 1X336 9,291 a9 D/W 3 0 5 4 573 Ct] 1 , 7F wa 9ff091 as Mia 94f08 as o T 180336 my SR 180336 Dm _ 4.2% °u, wa 9Cf0al K wa 9fC6 091 a m - Sfl 180336 DA" 6R 180336 " '--' 6' -1" R fl- 338 33a m W P1 m 338 338 PI PI LLI P1 Lai CL P1 w 11 %5F REF REFRIGERATORS Lu co 234 o� 1' -7" O T99,4 n IINSTIO2 .O I MCBEE 7'-2" CONVENTIONAL 338 338 PI lr PI 10 TRIO 6' -5" 338 338 P1 P1 LLI LAJ 4897 [1:1 338 338 PI PI W (1REF REF 33.3% 5' -0 VOICE BASE STATION HIGH EFFICIENCY 0 0 0 (2) S � 0 R R fl 0� 5' -11" u Lu z 0 a (8) L _ _ 1 3902 ] -SIEASONAL/ �- _ PROMO CONTRACTOR PROVIDED Z 0 0 cc 0 (8) L z 0 0 0 ii (8) 26.5% 0 OD CI) SOLUTIOIJ CENTE ICC i%- 1 Iz 000 0 - --�- -` _ I w r Lam' 5 16 1 Bo<ra LAUNDRY 0 338 338 T PI w ( REF REF i 338 33a 338 1 m REF REF REF co r, 338 338 3321 w T REF REF REF ce r, 338 338 338 1 T REF REF REF LtI r, 338 338 338 w T REF REF REF cc r, 338 338 338 w - REF REF REF ce 23' -6" BOTTOM MOUNT Z O O N 73 A ■IN RIM 3.6°/O CONTRACTOR PROVIDED n 215 ° VOICE BASE x...510° STATION 1378 Eli I L 17' -2" 4 -0" 99 -91 4' -0" TRACTOR REPAIR 49' x 15' (EXHAUST TO CODE) TREADMILL REPAIR TREADMILL ASSEMBLY BOXED OVERSTOCK 40' x 32' 137 C] 0.9% STOW 35' x 10' STOW 35' x 10' STOW 35' x 10' 99 -91 STOW 35' x 10' STOW 35' x 10' STOW 35' x 10' 0 cn z Q 2 STRIPED WITH PAINT 1111111119111111111 ' MATTRESS STORAGE o L_ VOICE BASE STATION L_ I° 1 r- -7717777 nnnn §9 u__uuuu_uuuu ❑❑❑❑❑❑ _ Ton\ n1S1- - ORS STAGING LH PRINTER STAND & NETWORK PRINTER BREAK ROOM OUTBOUND SHIPPING N N 66 66 9 co 1064 C1] c FILE CABINETS UNDERNEATH PURCHASE LAMINATE TOP LOCALLY PRS WAIT FOR PARTS 0 1 MISC. MERCHANDISE ! 596 $1 4. i °%a 48 4 1 PHONE 1 WORKSTATION CHARGING a STATIONS ONIONS 1 I I 1 1 I 1 I I 1 1 1 TOTAL OUTLET SALES FLOOR 14724 El] I I 1 STRIPED WITH PAINT ❑❑❑❑❑❑ ❑❑❑❑❑❑ _ Ton\ n1S1- - 1 —� —� - -I - - -- L C L_uH_u HHLJLLJ LH PRINTER STAND & NETWORK PRINTER BREAK ROOM OUTBOUND SHIPPING N N 66 66 9 co 1064 C1] c FILE CABINETS UNDERNEATH PURCHASE LAMINATE TOP LOCALLY PRS WAIT FOR PARTS 0 1 MISC. MERCHANDISE ! 596 $1 4. i °%a 48 4 1 PHONE 1 WORKSTATION CHARGING a STATIONS ONIONS 1 I I 1 1 I 1 I I 1 1 1 TOTAL OUTLET SALES FLOOR 14724 El] I I 1 STRIPED WITH PAINT ❑❑❑❑❑❑ ❑❑❑❑❑❑ _ Ton\ n1S1- ❑❑❑❑❑❑ M/ARHFRS LH PRINTER STAND & NETWORK PRINTER BREAK ROOM OUTBOUND SHIPPING N N 66 66 9 co 1064 C1] c FILE CABINETS UNDERNEATH PURCHASE LAMINATE TOP LOCALLY PRS WAIT FOR PARTS 0 1 MISC. MERCHANDISE ! 596 $1 4. i °%a 48 4 1 PHONE 1 WORKSTATION CHARGING a STATIONS ONIONS 1 I I 1 1 I 1 I I 1 1 1 TOTAL OUTLET SALES FLOOR 14724 El] I I 1 STRIPED WITH PAINT DISHWASHER OVER DISHWASHER DISPLAY ITEbd • Z4247 15' -- 49" 5- 14" 7 HOLE ROUTE 0-184 REC`'0 "L" CORNER 0 Ur WIDE X1" 9-REC1 D 4^1 PL -1 PL -1 GROMMET 2' BLACK. i-/'O.ROMME r7( BLACK T 42" 10" PLAN VIEW SCALE: 3M " -1r 42' J ACCESS HOLE FOR AS51MBLY TYP PLAN SECTION SCALE: 314" - 12" 4 ^KET - ZP G 3.. 1."• 3 3" COUNTER UNDERSIDE SCALE: 3M" -12" 15 NOTE: ATTACH (4) MTO PLATE a8 TO COUNTER 07 USING (4) /8 X 1.1/4" SCREWS BEFORE SNIPPING. MT0 PLATE .; w:ADJ FOOT OK TEXTURED EO'D MONITOR SHELF UNDERSIDE SCALE: 314" - 12" PL -1 T., MEL -1 % L -1 113 404' CHARIER N[ 1 rc E4 1 1.401.17 �1 3.4 E7 LACK No, 5174 0.01E' 15/16" HARDROCK MAPLE PVC E X.4A2E11NC; TY4 CHA4TL 1 -3/4 INDJSTR:E S 'I- MOLD _LACK No. 5174 P CHARTER iN170816182 "'T" MOLD 1 -314 .JET BLACK No. 5174 VENTING SLOTS ` :/<''NMDE X 9" LONG Y REO'D 294 CHARTER NLNJSTRIES'T' 1-3141 jET BLACK No 5174 140 SLOES DE X 0' LON D 23i" • t4ER BLACK= -ZP 41200 OLD 0.019" i 15/16" 488DROCK MAPLE PVC E EBANO1NG T1P CHARTER INDUSTRIES "r MOLD " 04 ,E BLA K No 51'4 PL CHARTER 0 1005TRIES T" MOLD . '314 ,E7 BLACK 40 5,14 ATTACH 29j 2 „ VEN7i 11SLOTS 10' WIDE x, 9' LC 3 -RE0'D SCREW, 2 e:SEP ASSEMBLY TO 1NG (4)910 - 24141 -1/7 M 18' FLAT 4-8511111454-1 1.Ki'. 'IDE X 7' 10140 MEL-1 0010 "x15/16" PVC EDGEBAN PLE NER BR.AC: -ZP E0 D ISSUED 4 -21-03 PAGE 1 OF 4 NDUSTH�iRBG d-ploy• • F•kxs &Mb kMlotriNprk. L`C79W How, M 411417 LEG'.14AL1 FOOT BLACK TEXTURED 4-REOD 4125132 -R1 HNkaa awB42•5300 f NOTE: 2 2/iE`" ---- -- TACK. (ALIVE. 4 -REO'D MEL -1 HARDROSK MAPLE MELAMINE G2S 3/4" THERMO'USED ALL HARDWARE TO BE ZINC PLATED. HARDWARE BAG AND ASSEMBLY INSTRUCTIONS INCLUDED IN BOX. P14 WILSONART 4551 -60 BLACK STAR GRANITE VG 0.028" MK LAMINATE FRONT VIEW SCALE; 314 " -1r LEG i L'J .FOOT rvr. HOLE BLACK TEXTURED Ft��R' 1 DRIB71'THRU 4 -REv'D f 4R•QD !1 '9" HOLE DRi11 THRU MTO PLATE DETAIL "84'0 4RE0'D END SECTION SCALE 3M" LEG wi:.:..i FOOT BLACK TEXTURED 48800 LEG w/ADJ FOOT BLACK TEXTURED 4.RE0'0 REV DATE DESCRIPTION NOTE: ATTACH (4) MTG PLATE 08 COUNTER 07 USING (4) I8 X 1 -1/4" SCREWS BEFORE SHIPPING. DISI-IWASHER OVER DISHWASHER DISPLAY PROPERTY OF WEST SHORE IND. Reproduction or disclosure to third parties in any form is not allowed without written consent of the proprietors. THIS DRAWING IN DESIGN AND DETAIL IS THE PROPERTY OF WEST SHORE IND. AND MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED. DATE 19APR2007 MAIN n SP NNE NOTE MEL-1 HARDROCS MAPLE MELAMINE G2S 3/4" THERMOFUSED ALL HARDWARE TO BE ZINC PLATED. HARDWARE BAG AND ASSEMBLY INSTRUCTIONS INCLUDED IN BOX. R:1 WILSONART 455140 BLACK STAR GRANITE VG 0.028" Tee LAMINATE END SECTION SCALE: 3/4" - 12" FRONT VIEW SCALE: 3M " -1r DESCRIPTION 804E 3/4 " =12" 121G Ip SR180292 PROPERTY OF WEST SHORE IND. Reproduction or disclosure to third parties in any form is not allowed without written consent of the proprietors. RECTANGULAR INTERNET SELLING STATION MUMS bn*• .m 4104 so.Moces 5300 STATE HOI#4142 8f EiEB0.6W. W 53081 PHONE. 92oC854I15 FAX: 92.05-4290 ALE"' SR180292.dwg °T WIN 2 DATE 19APR2007 OWN Or SP SOLE 3/4 - =12" DILL ND $R1ti0292 SIZE MUM THIS DRAWING IN DESIGN AND DETAIL IS THE PROPERTY OF WEST SHORE IND. AND MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED. RECTANGULAR INTERNET SEWNG STATION 4rt•1.b Mq wood *Axes 5300 STATE N.M. 42 SNEooyGAN,591 PFAX 92 -56.42 15 FAX 9203.54210 ME WIC SR180292.dwg 13 11372 OF 2 PH* L14848 TOP HEADER 1 -REtID PRe 140878 FILLER HOAeb 1 -RSQ'D PN• 14011SIE RE END PANEL SHOWN 1 - 818 D P114 L40981L LH EITD PANEL WPPONITH) 1 -814'4 PN• L3434T GSi7it SHAPES 1 - RER'D PN• 1Da691 TOP 1/2 SHELF 1 - RHa"D PEN 189108 CENTER Jt 31131.1, PITH VELD SO 1 - HMTD PH* t4DSTD BACK PANEL 1 - 98q'D ISSUED 4 -21-03 PAGE 2 OF 4 INDUSTRIES, NC. DEyln•• • Mixon 5040 Md.rtri l Pat limed IIpl+. MI 4x417 12i5i52 -R1 PNon* 616,- 942-3330?) COMPUTER WORK STATION SCALE: NTS Il u He's 24:90;24:,89 DISHWASHER OVER DISHWASHER DISPLAY TWIN SCREW I%p TURN TO LOCK PN• 140281L. LN END PANEL NL?TR: TWO PEOPLE RICDUENDED FOR A83BY13LZ 1. LIT BACZ PANEL ON THE GROUND AND ATTACH THIS LRIR AND RIGHI HAND RHO PANELS WITH TED: FILCH BWUiuJGS. R. ATTACH THS TOP 1/2 BHELT TO THE UPPER BLEL HDII 1NGS. a. ATTACH MS CENTER 1/2 SHELF 11 1T VELCRO TO THE LOAFER BLUR BOUBINGB. 4. STAND UNIT UPEICHT Carton Contents Starter Kit: 1- LH Had PPLtei Assembly 1- RH End Pawl Assembly 1- Divider Panel Assembly 2 - Lower Stringer Assembly 1- 4' Starter Counter Assembly Carton Contents Add -Oa: ASSEMBLY J NSTRUCTIONS 1. Connect Left Mud Starter End Paul and Divider Patel Assemblies to. Lower SStringer Assembly by sliding the Elm Plates into the Blum Housing tad Turning this Screw one 1/2 turn. See Detail "A ". 2. To Continue the tun, use the Divider Panel Assemblies and Lower Stringer Assemblies provided is the Add-On Kit and continue to attach att0Tdl11g to Step 011$204 the Blum Fasteners. PH• 1041041 TOP t2 SHELF 2 - Divider Panel Assembly 2 - Lower Stanger Assembly 1- 4F Add -On Counter Assembly DETAIL ACCESSORY FIXTURE H NOTE: SHIPPED PRE - ASSEMBLE SCALE: NTS P}J• 109103 CENTER !4 SHBLY RH End Paae1 PN• 140211121 RH END PANEL ISSUED 4 -21 -D3 PAGE 3OF4 HARBOR. DMptye • Hirt.= voth Intl. atrial Perk ti`.CFwd mew. N 41417 Divider ALGETINT •125152 -R1 P6aQ OM) 842 -5330 2 #138212 LHIlad Panel Assmasly Phall 11E•EME-S334 Item 1H?s 24290,24289 PH• 1343413 TOP HEADER P 24 140678 YILLI3R BDARD E- SLIDE SHELF ONTO CLELT3 AND YASTEN TO CLEATS Rini 1411-114 FLAT HEAD i1CREY8 E- ATTACH CBNTLR HEADER TO THE 1IIDDLE SHELVES WITH TEE ATTACH= TSLCRQ T. ATTACH' THE FILLER HOARD TD THE SACS TOP HEADER T12H 'TWO 1/4 -3O iIOLTS. 6.IN8TLLL THE DLSITYASHEBS PSB TEN YIINUFACTURES 1N3T*UCTCON81 4. Nett, Matt the Cauoter Top Assembly provided with the Starter Kit to the Left Fraud End Panel and the next two (3) Divider Panels by engaging the Blum Plates into Blau Housings and nmimg the anew one 1/2 turn to lock in place. See Detail "A ". MATTRESS RACK DETAIL ' SCALE: NTS L4l FE. E1dkM-ATE 6. Display is raw complete and ready to Dish- washers. 4' A44.- o Comer Top Assembly DID FRIIFE E>l1E1mER tnr ETTO11 PER TALLER [111 ST2E3 {d] 41' 181(ILATE PN 1403132 SHELF 1 -1/4 FH SCREWS I 4 ) 7. Dishwasher must be secured to underside of (bunter Top to avoid the Dishwasher tipping out. 4' Starter Comae-Top PN• 184347 CENTER READER I SHINED 4 -21- -G PACE 4 OR 4 INDUSTRIES, PAC. °• • Fectr® DIN A hdaMtial Perk �4Vtid. '•' *1417 125152 -R1 MM** 8161142 -5330 j Swd Iambi Pa* Gad Mtm,34r 3941 Phooe (616)642-S330 Issued 4r1Jt12 #13 Ptr 2 of 2 a SYNDICATE SYSTEMS, INC 410W. Main Street - Middlebury, IN 46540 '5 frill ENO MINK DISHWASHER DOGHOUSES - DOUBLE DISHWASHER DOGHOUSES SCALE: NTS SCALE: NTS SCALE: NTS C F-2 GONDOLA MOW i u' t MOINE END ITIMPLATISO MIME re rL LaaZ ea S-22-00 I ma alai= Is. -00E1 11At 110. Iw® REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2012 City of Tukwila BUILDING DIVISION SYNDICATE SYSTEMS, INC. 410 N. Maas Sow - M ddalazy. D4 46540 4L /Qi warm ANEW. as ,j, (2611 BARS 4s -a4: -rap I Ras warms RD 103•- 0832.- PGSAIH" awlallm WI. MI. ECEIVEE- JUL 06 2017 PERIVIlT QtAi c. SCALE: NTS ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SEARS HOLDINGS V G) e CO -J w `0} J c 2 w ♦U) VJ w /\ LL w z w 0 CL J 0 VJ M co co co CD 0 1 IO /u) 0 0 z Q 5 Project Arch./ Engineer: M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: FX -2 SEARS - COOKTOP DISPLAY SEARS HEM a 24419 SEARS - COOKTOP DISPLAY SEARS - COOKTOP DISPLAY 36.0D STEP P4 - Attaching Fluorescent Light to the Moor Assembly Attach the OS K 3f4' mon hood screws to the back of the door assembly and proceed to mount light cis iwitianed in the previous stern. except light will need +o elide to +he left to lock Into poelti m STEP P5 - moan TCp Panel. dc*tan Fran+ Panel. and boor eimie I y using boom plates and housings as to step Al. Pr&-a -I 1 e SW as ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BD MAY I,2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS A. PERMif JUNE 27,2012 STEP fiC - Attach brackets to end panels, ce shown in illuetrctlian. with £41 OS x !flow pan head screws. FI — rTr tidrt Flutsr•ecan+ LIb1+ Ohmic arifkemr STEP #1 - Attaohlna Fluorescent Lights WALL OF EYS DISPLAY SCALE: NTS I55UED 3 -6-03 To attach the fluorescent 1 io nt to t he book panel you will need +he AV X 3/4" pan hada Wilms Included In the padkaae Qf the light. Wen fastening the screws Into the book panel legree the head of the screw approxlirately 3/16' - 1f4' out U.41+ In the key way an the book slob of 1he light- After the screws slave Wien placed In the hales provided. the IIghte man be in.tol led by putting this head of the screw in the key way an trio DaeK 8f Ina light and elide heft info the locking poaltIo1. 11nen tna t Dote ere easilra the a rd *4n then Pe oleo,* through the eXIt hale located at rho right of the unit. PACE ACF7 STEP 416 - Plomtna Drawer diffusors 1n Tap and Middle Drawers Mks the drawer diffusers cod elide +nem tint-our tna opening in the back of +he drawers they wr 11 than icy flat and IOeu Iy m the bottoB of the drainer. SEARS HOLDINGS two .t dnddle Oraaar INDUSTRES, INC. Displays • Poise 91v,dh td urtrielPvrk Mond Moran.li 411417 •125149 -R3 lett= Front Panel •125149 -R3 Ohara 616-11-42-33304, ISSUED 3 -6-03 PACE 6 OF 7 9v,4h ItdirtrialPvrk \.frond Mari. M 46417 Phew 616-942-.6330 40 SEARS - COOKTOP DISPLAY SEARS - COOKTOP DISPLAY 88861 +30.2 in re rooter oeseniblp Problem or niseifi Parts, ■lesor mnodz Cmmtminmr RbryNe bapsrtslsd_ Ibfmr 14 ]honied beads 81"" + 12149 -R3 ISSUED 3-6 -03 PACE 1 OF 7 Phan 1w- 642.5330) STEP #1 - Attaching Toe Ktd: old Book Parcel to End Portals Lay Ise sod panel an tns f I oar 1ri to ttls fee+enere and drawer &Medea up. Conner+ the bar:9c panel by Frleart I ne b I Ul plates into blur hauslnom and turning a l aokw l ee 1t0' tai shoal in dotell AI. RIdt+ End Pals! Ripest procedure for toe KICK attaCnmant After bad: panel and +es krek are seared to the end panel, with a»t 12 marrow h0Id1r the beak Panel etbaQY and a 11111 installer holding the end Panel. Ilft the unit Into its uarf ht position and repeat the procedure io connect the second end panel to the back pane] and tae kick, STEP set - Attaching Drowns to the unit and installing Drawer Pulls Attach the drawer pulls with fsxr121 14 1-32 x 1" pan head bolts. ae in Illuetrntlm. There are three drawer* all together. twoC2/ xlih droner diffusers and anti} without. The draier with the solid bottom should be slId into the bottom set of drawer slides (slides ma already attached to drawers and end panels!. The order of the next two droners dose mat potter become t tlsy ore tie BRIM. +33.5111 88862 Man r"1..,. , surtian of 4114 drarlo+lan holed STEP Y6 - Picking who+ size leer +ical Coaktcp Panel to wail There are three different vertical Eoaktap ponale. They era diatinguiahed apart by Melee 10Cated 8n the bottom center of the books- face. oleo used tad 111+1 rgutah drawer insert panels e;tari. 1366 11 I Udtrdtrdn8 M. the tight. &rase indicates location of dlsorrptran harel rh>i bottom 51 da of the egoktolr will hove to bs measured and notched up to the Darreet opening etre In either Panel on. ye. ar 03. Theme three cut cut sews should 41+ all epeoified amottope to Me installed in ins units. mat.s7d- Tea MSc CASHWRAP - ACCESSIBILITY COMPLIANCE SCALE: NTS rWn pQleli 61t11 slue i16101n16u end F knee leopther w +ha+ The hawing nonce for pl91v. +hen proceed to tighten elth a flat (wad mores Or esir In direction 6P661*Iwl In det'ati. Blum HOUSrnq Idol■ Drover Blur) Plu1• ISSUED 3 -6-03 Detail A PACE 3 OF 7 HARBoR INDUSTRES, INC. Displays • Mire 9vdh tshirkriallrwt Merl. u 41417 •125149 -R3 Fawns 616-942-5336 f1 ISSUED 3-6-03 PACE 6 OF 7 HARBaR INDUSTRES, INC. Drsploys. • Enure Vvrih tidirtrialr.ek `'strand Merl. 11 41417 LI- w Z w U_ J 0 U5 CO • 125149 -R3 Peens ei6- !42-S33i }) 50.06 ftttrU VILL! • -. 23.963— SEARS COOKTOP DISPLAY SEARS - COOKTOP DISPLAY 24.12 LAMINATED) TOP 0.N 24; 000 58702 • 24.12 - 3.250 Carton Contents: - End Panels; 1 Back Pavel 1 Toe kick 1 Upper Isar Assembly 1 - Top Horizontal Panel 3 - Vortical Ckaaktop Panels 1 - Bottom Front Panel 11 - ironer- I inert rare i e 1 - Huai-sworn nt Lrail1- 2 Drawer Licht Diffusers 1 - Upper Light Diffuser 1 -Lower Light Diffuser 1 - Lamer Light Diffuser Cleat 2 - M1dd Ie Drumm 1 - Loner Drawer - 1 -Ha—aware I[ i TB 2 - Brackets [1} left 1. 012 right Hardware lit Contents: 6 -se-a2 lc 1' Pan Head Machine Serene [moue with rumill 3 - Doox- Puils STEP a9 - Set -up of the Vertical Cadctop Panel Attar tna correct coaKtap panel 1s plckso out pressed to extort hardwatre on the D ai3kIICIO Of the psi *I (4ICO both holes. Four14} ksku fastener(' (female, need to ba mounted with act x 3f4' flat head screws. The diffusor- cleat will reed to be attached with fair k 4 l s1 d IK 1 1/4' pan head ogres. As e1lu wi in i l l ustrat ion. GMIMIC POWI 11.S r Tartarus. IPowd 4 1 -Ordains for ett0•111na eaektw 21.949 24281 llffldtor ciao. BRACKET tttLHI11171 ail 3.911 21,50 2.750 60.06 --, . 24.00 FRONT VIEW RIGHT SIDE VIEW 887 S ‘IN — 6 70 t OPPO'SLLE. artaartna as -Ias" Oslnprai Maio - Th111 unit will reourre twp42) installers for assembly. Thin unit should be asmembled as close OS possible to +n6 interned 11500+1.0r. TSS.LIED 3-6-03 PACE 2 OF 7 INDUSTRES, INC. Displays • Future Own tdirtrialPvt l ;frond Itsren. M 46417 •125149 -R3 Mara eti -642- 3330 } / STEP *'10 - Commuting Ceuktup into sfertraal Cxoktop Panel After +he correct amk+op pod cook. +ap panda a•s picked aut. lay the coaktop face Wee an a f I a+ wo'Ic& rfela8. P1008 baak+ap panel [ laminate facing outeardi over 000khap 00 thOt the 61110Ktc' P01101 IMO eVe11IY OYl urkderetdo of the aaoktone aurfaoe. Attach the folrt42 L- brookets [one on sash side of the cutout/ to the cocktail, pons I with s l ght(11 I tore m: 518' pon head screws 1. nI *itti) Al z 5 /S' arm point screw, TO IMO DCTUQI caostap. Tnis procedure mill secure the cook+cp into the unit. ISSUED 3-6-03 STEP m11 - lnetallctrcn of the Vertical Copktcp Patel and Praiser insert Paws into drawers. Therm ors e I event 11 } drawer insert panels. threet3l threa(3} different size cut -outs and two[ e 1 blanks. They ors d 1 Btifauierm apart Tne WIRD an Tne veer ima.1 epaktap panel. Ones the carreCt insert parish name bean eslectea they can be placed en the dr.:mere and fastened own with erxti i *10 x if4'a pxafntmd pan Mad egress In the upper left and right w arners. After all the correct cooktape hove been saleated to be installed in tile Unit Tne cmak70011 &mina in the drovers can ba irlatalled. With the coaktco secured in the vertical. aoak.+ap panel it ready to be installed. trim extra drawer [neer* panels and +he extra vertical aooktop parole clan be stared oh the brookats fro the molar of the unit. leaning agolnat the book panel. Drone the extra pawls are stored the vertical ooaktap panel can be Installed. Noe that a l l the eogktops have been Installed the upper and loser hairs diffusers cvn Do it-plaited. The upper diffuser slits an the clap+ of +he book oT the acor ammembly and the tap of ins vertical aeak+op panel. The lower light diffuser alts on the *loot on the book of the vortfw I soaktap panel and the cleat an the back panel. PEP XI PAGE 7 OF 7 INDUSTRES, INC. Despises • Fixture %Path twirskialrvrk \1.6'ond l orna . M 411417 • 125149 -R3 Phew eta- 942 -5330] 0 LLJ F- U co cc z w z w 0) T O- a) Q V J Ow CC Q J W CC W z w m2 2 Lt_. CASHWRAP COOKTOP DISPLAY SCALE: NTS SCALE: NTS Project Arch./ Engineer: M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: FX -3 J. GENERAL NOTES ISSUE DATE 1. THIS DRAWING IS TO BE USED FOR THE REMOVAL & INSTALLATION OF THE WALL GONDOLA SYSTEM ALONG THE SALESFLOOR WALLS. 2. SEE SHEET F -1 FOR WALL GONDOLA SIZES AND LOCATIONS. CONTRACTOR IS TO REMOVE PEGBOARD CONTRACTOR IS TO REMOVE PEGBOARD 3. INSTALLING CONTRACTOR IS TO USE MANUFACTURERS WALL GONDOLA AND UPRIGHTS AROUND DOORWAY, AND UPRIGHTS AROUND DOORWAY, ASSEMBLY DRAWINGS TO ASSIST IN COMPLETING WALL GONDOLA PATCH AND REPAIR WALLS. REFER TO PATCH AND REPAIR WALLS. REFER TO INSTALLATION. D1 DRAWING INTERIOR ELEVATIONS FOR D1 DRAWING INTERIOR ELEVATIONS FOR STORE SPECIFIC FINISHES. STORE SPECIFIC FINISHES. 4. CONTRACTOR IS TO REMOVE TOP 30" SECTION OF WALL STANDARD OR CUT WALL ISSUED FOR SCOPE OF WORK JANUARY 8 2012 ISSUED FOR BID MAY 1 2012 REVISED ELECTRICAL SERVICE MAY 02 2012 ISSUED FOR REVISIONS &PERMIT JUNE 27, 2012 �" \ 4' -0" ON CENTER STANDARD DOWN TO & -0" ON PERIMETER WALLS. 4' -0" ON CENTER 5. PANEL COVERS ARE TO BE INSTALLED BY SEARS PROJECT MERCHANDISE MANAGER. \ 1 — I HORIZONTAL WOOD GROUNDS (SHOWN DOTTED) r�- CUT UPRIGHTS 10' -6" UPRIGHTS ARE TO BECUT DOWN TO 8'-0" 11 5. AFTER UPRIGHTS HAVE BEEN REMOVED CONTRACTOR IS TO REMOVE FURRING STRIPS, PATCH, REPAIR AND PREP WALL FOR PAINT. 6. CONTRACTOR IS TO REMOVE EXISTING STANDARDS AND PEGBOARD AROUND DORRWAYS, PATCH, REPAIR AND PREP WALL FOR PAINT. 7. ALL INSTALLATION HARDWARE IS TO BE PROVIDED BY THE FIXTURE CONTRACTOR. 8. THIS DRAWING WAS DEVELOPED BY THE SALES FLOOR PLANNING DEPARTMENT AND CONTAINS INFORMATION THAT IS CONFIDENTIAL AND PROPIERTARY TO SEARS A / L ,, REMOVE HORIZONTAL \ 1 fI WOOD GROUND y Z F�1 C: � O w .� Q Cd = �•1 rZ i�•� -F"� CS Vi M w W M M M O - a1 N C V j C O 'W- Q � Q 1 1140i _ n o o— o� (� i► REMOVE TAPCON AND WASHER 0 A IY, (�/ I Pi y / n / �/ i CONTCTOR IS TO REMOVE TOP 30" SECTION OF WALL STANDARD OR CUT / WALL STANDARD DOWN TO 8' -0" ON / 0_0000 0 — — — — — -0-00-- 00 HARDLINES M.W.G. END UPRIGHT 0 00 000 0000 000001 _ o-0�o o 0o = FASHIONS — ACTUAL DECK SIZE 13" OVERALL SIZE 16" OVERALL SIZE = EDGE OF DECK TO SALES FLOOR WALL SALES FLOOR HOLDINGS CORPORATION. THE INFORMATION CONTENT MAY NOT BE REPRODUCED, CHANGED OR USED FOR OTHER THAN THE PURPOSE IN WHICH IT WAS TRANSMITTED WITHOUT PRIOR CONSENT FROM SEARS "STEEL" WASHER MUST BE USED REMOVE METAL WALL WALL TAPCONS ' GONDOLA EXTENSION AND SCREWS. UPRIGHT AND METAL WALL GONDOLA UPRIGHT HORIZONTAL WOOD GROUND ZZ g O p Z 0 0 0 Q p m p ► /WALL HORIZ. WAD GROUND HOLDINGS. 9. PANEL COVERS ARE TO BE INSTALLED BY SEARS PROJECT MERCHANDISE MANAGER. HORIZONTAL WOOD GROUND INSTALLATION: 17" 20" METAL WALL IS MANUFACTURED IN 48" LENGTHS. •� �� : n .. o 00 000 0000 p Z WfV Z 0 0 O LL p m O 1. HORIZONTAL WOOD GROUNDS TO BE USED ON "ALL" SALES FLOOR WALL. 23" 26" 2. BLOCK WALL - CONTRACTOR IS TO USE 13/4" TAPCON CONCRETE ANCHOR SCREW @ (3) LOCATIONS - SEE DETAIL "D" 32" 35" 3. STUD WALL - CONTRACTOR IS TO USE 21/4" HI -LO -S BUGEL POINT DRYWALL SCREW - SECURE TO EVERY STUD. SEE DETAIL "C' 13 ",17 ",23 ",32" METAL WALL GONDOLA INSTALLATION: T ` 1. BLOCK WALL - CONTRACTOR IS TO USE 1/4" X 4" PHILLIPS FLAT HEAD TAPCON WITH "STEEL" INTERNED. UPRIGHTS \ 0 00 000 0000 I �— OVERALL SIZE r WASHER - WITH EVERY UPRIGHT, SEE DETAIL "E" 2. STUD WALLS AND ALL LOWER HORIZONTAL GROUNDS - CONTRACTOR IS TO USE #12 X 3" WOOD SCREW WITH "STEEL" WASHER - SECURE TO EVERY UPRIGHT . SEE DETAIL "E" SALES FLOOR _S 3. "STEEL" WASHERS MUST BE USED WITH ALL TAPCONS AND SCREWS. ' PERIMETER WALLS. \ \ o r 2" TUBE 3/4" GROUND UPRIGHT WITH EXTENSION / , ` / �-- — -- TYPICAL NOTE: INSTALL HORIZ. GENERAL CONTRACTOR TO METAL WALL UPRIGHT INSTALL RUBBER MOLDING. SALES FLOOR WALL WITH TYPICAL SCREW & WASHER INSTALLATION METAL WALL UPRIGHT RETROFIT DETAIL 8' -0" HIGH METAL WALL GONDOLA — WOOD GROUNDS ABOVE FIN.FLOOR METAL WALL GONDOLA @ SALES FLOOR WALL SCALE: 1 1 / 2 " =1' -0" NOT TO SCALE NOT TO SCALE SCALE: 1 / 2" =1' -0" SECURE METAL WALL GONDOLA TO HORIZONTAL GROUNDS WITH 4" LONG TAPCONS AND "STEEL" WASHERS ON BLOCKWALL USE #12 x 3" WOOD 11 SCREWS WITH "STEEL" WASHERS ON STUD WALLS, SECURE THROUGH SEE DETAIL "1 /A" THIS SHEET EVERY UPRIGHT THESE (2) LOCATIONS \ 1� 3 / 4" X 2 1 / 2" HORIZONTAL WOOD GROUND THRU 6TH SLOT FROM TOP O Cr) V, LLu Z 0 O Q I o 00o 00 00 000 �o —0000 00 o M.W.G. INTERNED. — — 0 0 FIXTURE CONTRACTOR TO SECURE WOOD z GROUNDS TO BLOCK WALL OR STUD WALL O PER DETAILS "1 /C" AND "1 /D" O ° SECURE METAL WALL GONDOLA UPRIGHT TO HORIZONTAL WOOD , io 2" METAL UPRIGHT _ Pi OSCREW s T -6" FROM FINISHED FLOOR TO BOTTOM OF -J rr • • O.O O O 1 \ HORIZ. GROUNDS 6-6" FROM FINISHED FLOOR TO BOTTOM 0 HORIZ. cn o D 0 / HORIZ. ' 6TH HOLE FROM TOP OF STANDARD ILL7 O O� OF UPRIGHT. , GROUND A' I 1 .:•., \ USE #12 x 3" WOOD SCREW UPRIGHTS 0 0 000 0000 MASONRY 6438 REGISTERED • RCHITECT I :7 )1• TATE OWASHINGTON DIY :::: OI SEC RE GON OLA TAPCON WITH "STEEL" WASHER UPRIGHT TO WOOD GROUND cc O LL 0 FINISHED c.L. L FLOOR io @MASONRY WALL OR WOOD SCREW WITH "STEEL" WASHER @ STUD WALL HORIZONTAL GROUND USING #12 X 3" WOOD SCREW WITH "STEEL" WASHER SEE DETAIL "1 /B" 0 o 0 0 0 0 j` ' 1 ' '� ') WOOD GROUND l ''! METAL WALL ;. o o GONDOLA o I' UPRIGHT *NOTE*: FLOORLINE FINISH FLOOR p iL . M ¢ LL MWG 24 -96 TYPICAL WALL INSTALLATION 8' -0" METAL WALL GONDOLA INCLUDE "STEEL" WASHER WITH EACH TAPCON OR WOOD SCREW IN ALL UPRIGHT INSTALLATION APPLICATIONS. SEE DETAIL "1 /A" 1 TAPCON OR WOOD SCREW 1 INSTALLATION DETAIL OF ARCHITECT: MIKAEL KANE, AIA, NCARB 3333 BEVERLY ROAD HOFFMAN ESTATES, IL 60179 WASHINGTON REGISTRATION #6438 WITH OR WITHOUT BASE INSTALLATION DETAIL 7o A INSTALLATION AT TOP OF UPRIGHT B LOWER WALL GONDOLA NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE INSTALL EVERY FIXTURE CONTRACTOR i �'�� 5 1 8" GYPSUM BOARD 16" OR 24" O.C. "MUST" SECURE HORIZONTAL Z Z Z �" (SALES FLOOR WALL) 2 x 4 METAL STUDS c 'GRCIONIDSTFIROUGH GYP. BOARD AND "INTO STUDS". 12" 48" 48" 12" ,/' _. 4" TAPCON i Fr 2 x 4 STUD Ir #12 X 3" WOOD SCREW 5 ! 8" GYPSUM REVIEWED FOR CODE COMPLIANCE APPROVED .> SEP 2 4 '` - City �r`j of Tukwila BUILDING DIVISION ■ r rr BOARD 10-0" HORIZONTAL GROUND r_ =�;• 1 ✓ ✓ ✓� �� ✓ ✓ ✓✓ HORIZONTAL WOOD GROUND HORIZ. GROUND INSTALLATION 3 / 4" HORIZ. WOOD GROUND SECURE HORIZ. GROUNDS TO ON BLOCK WALL Project Arch./ Engineer: M. PELINI MASONRY WALL USING 1 3/4" SECURE HORIZONTAL GROUNDS TO EVERY HORIZ. GROUND INSTALLATION TAPCONS SPACED @ 48" O.C. 2° X 4" STUD USING 2 1 / 4" HI -LO -S BUGEL POINT DRYWALL SCREWS ON STUD WALL *NOTE *: WASHERS ARE NOT REQ'D FOR SECURE 2" UPRIGHTS OF METAL WALL GONDOLA COUNTER TO Drawn: M. PELINI HORIZONTAL GROUNDS USING 4" TAPCONS ON BLOCK WALL *NOTE *: WASHERS ARE NOT REQ'D FOR WOOD GROUND INSTALLATION AND #12 X 3" WOOD SCREWS ON STUD / PARTITION WALL.. "STEEL" Checked: J. LINEGAR WOOD GROUND INSTALLATION. INCLUDE WASHER WITH EACH TAPCON OR WOOD SCREW IN ALL METAL WALL GONDOLA UPRIGHT INSTALLATION APPLICATIONS. eHORIZONTAL WOOD GROUND INSTALLATION ON STUD WALLS 1 HORIZONTAL WOOD GROUND INSTALLATION ON MASONRY WALLS METAL WALL GONDOLA INSTALLATION, '� -- Date: DECEMBER 15, 2011 NOT TO SCALE D NOT TO SCALE SCALE: 3" = 1' -0" b iiii)„...41)....3 5 JUL 06 2012 PERMIT CENTER Sheet No: Fx..4 3' X 6' PAINTED 4" PLYWOOD,-1 FURNISHED AND INSTALLED BY G.C. 19" SHELF 23" SHELF 3' -0" -'--i J L 23" SHELF .„I 0 1i 152.4 i m r A convenient 1 "D (3• t m unt.ing shelf for mire mis laneous equipment, test g r, etc. M ountjeg hardware not included. 19" version holds equipareent up to 17.25"W x 14.22 -D (4382 rnm x 376.4 mm), 23" version hots equipment up to 21.25 -W x 14.22"D (59:8 m x 376A mm). Macle of strong, lightweight aluminum. supports up to 50 lb (22.7 kg). 1'9- version is UL Listed File E140851: Cate DUXR (US), DUX137 (Canada) — Communications Circuit k :cesscry. X01 Small Per ph 5 40074 -X00 Sing ttelf, For 19- Flw.k 6 (2.7) 44]075 -COO If. r Z3 Rack 3.2] 40117 Single -Sidi nted Shelf, For 19" k 7) Si e-S ti l ent Shelf, r 23 Rack 11. l -X19 Low Profit For 19" Rack 7 (3.2) 4 1 1. Low Profile For 23" Rack 5 (2.3) 1 NETWORK STAND - CHATSWORTH PRODUCTS, INC. (OR EQUAL) FX -6 800 -834 -4969 SCALE: 1/Z = 1' -0" D1� -�3s REVIEWED FOR CODE COMPLIANCE ". APPROVED SEP 2 4 2012 City of Tukwila `-C JUL G6 2012 ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR &D MAY 1,2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SEARS HOLDINGS NETWORK STAND w z w U 0 J 0 c co 0) CO 0 CC c9 U J ZQCIj 0� Q < L J CI) F-Zcrw W > <J w CO U IJ 11- CC -co 0 Q 2 cr Project Arch./ Engineer: M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: FX -6 ORS WAIT FOR PARTS HARGRICGEMSGTORS STATEMENT °WHAT'S NEW?' HANGING BRAG STATEMENT 'AMERICA'S BEST SELECTION' ; MAIN AISLE- 14' WIDE STRIPED WITH PAINT NON-SALEABLE MDSE. 20' x 19' RESTROOM SEASONAL/ PROMO SINK DEEP CLEAN/ CLEANING 591-9" x 12-8" 'CHECKOUT' SIGN SIGN MANAGER OFFICE MEZZANINE FLOOR PLAN ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6, 2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SEARS HOLDINGS 0— w 0 0 Ci) 00 00 CT) w 0 0 C/5 CD (Y) CO co co Z co Ts cc („D _J a < - ▪ 0 ,_ w LLTZ U) :zcrwO U-I Z LLI > E— _01.1 Z 1-1-1 CO ±- 0 co u_ _ 0 < 2 co Project Arch./ Engineer. M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: SG-1 BRAND LOGOS 3 KENMORE ELITE 3 KENMORE 2 ALL OTHER OVALS New ship mentts arriving every day! We sell new, used discontinued and slightly damaged merchandise at substantial savings Satisfaction Guaranteed or your money back:' BRAG STATEMENTS 3SETSOF4 ONE COMPLETE SET SHOULD BE USED BEFORE REPEATING SIGNS TYPICAL SIZE: 1' -2" X 5' -0" GENERAL NOTES: 1. FASHION SIGNS SHALL BE PLACED IN APPAREL AREA. 2. SOME STORES MAY NOT HAVE ENOUGH WALL SPACE FOR ALL SIGNS. UNUSED SIGNS SHALL BE SAVED AND GIVEN TO THE STORE MANAGER. 3. COMPLETE SETS OF SIGNS SHALL BE USED PRIOR TO REPEATING SIGNS. 4. IN STORES WITH CEILING HEIGHTS 12' -0" AFF AND BELOW, HANGING BRAG SIGNS AND SOLUTION STATION SIGNS SHALL NOT BE USED. we sell new, used, discontinued and slightly damaged merchandise at substantial airings 2 out of homeowners inj£ America own an appliance from Sears se rS O tf t ., s carries all the top brands HANGING ISLE BRAG STATEMENTS I EACH TYPICAL SIZE: 96" X 46" OUTLET STORE ELEVATION - HANGING AISLE BRAG STATEMENT SIGN PLACEMENT HANIGING AISLE BRAG STATEMENT SIGN START WALL PATTERN WITH BACKWALL BRAG STATEMENT "SAVE 30 -70 %" 3 BACKWALL BRAND LOGOS WALL LOGO/ BRAG STATEMENT PLACEMENT BRAG STATEMENT SNAP LINE SNAP LINE CONTINUE PATTERN ALONG PERIMETER OF STORE... SNAP CENTER LINE ON WALL AT 10' -0" AFF. PLACE DOT ON CENTER OF SIGNS. MATCH CENTER POINTS MARKED ON SIGN EDGES WITH CENTER LINE. LAY SIGNS OUT ON THE FLOOR BEFORE SECURING TO WALL ABOVE. THIS WILL ALLOW YOU TO ADJUST SIGN SPACING FOR ACCURACY ONE LAST TIME NOTE: SIGN SPACING NEEDS TO BE VISUALLY RIGHT AS COMPARED TO BEING ACCURATELY MEASURED RIGHT. • SIGN SPACING SHOULD REMAIN CONSISTENT AROUND PERIMETER BACK WALL. • TYPICAL SPACING BETWEEN SIGNS SHOULD BE 7' - 10'. • SPACING SHOULD BE EQUIDISTANT FROM WALL CORNERS. • MINIMUM DISTANCE FROM WALL CORNERS IS 3'. • SIGNS SHOULD BE CENTERED VERTICALLY WITHIN COLOR STRIPE. 6i.3O" 48 C 6.80.. 6.38" cleat on sign - already chi cleat on wall- needs to be mechanically fastened at store, tape is for position only BRAG STATEMENT - INSTALLATION INSTRUCTIONS Oudei ttrerchandise assadroad mush 01 neat, dsad and binged merchandise w "r... !MI wimle.p1 anti* w u. ue�- roMaoq �."s,�.rau arrow 7+.n. SHIPMENTS ARRIVING EVERY DAY! NEW OUTLET STORES BACK WALL SIZE: 4' X 8' PLACE ON BACK WALL ACROSS FROM MAIN CASH WRAP mattress sizes si3nc;1Ic hint Caliiornla king queen r�i1! 1Hin twin extra Icing 76 x 80` 72 x 84' 60 x BO" 53 x 75" 39 x 75" 38 x 30' 36" x 28" MATTRESS SIGN RESTROOM SIGN CENTER OVER ALCOVE ENTRANCE • credit service returns Checkout Caja s dSVOIUCIOnes PLACE ONE AT EACH CASH WRAP Gal Cor actad Herat 1Xs.or,a Your searsuitiet just got Bigger! Preview thousands at products dr S@2r'S. SOLUTION STATION SIGNS 4 PIECES ASSEMLBE TOGETHER TO CREATE THE QUAD. HANG SIGN AT 8' -0" A.F.F. REVIEWED FOR ►PPRa ED CE SEP 2 4 2012 City of Tukwila BUILDING DIVISION: 62.'x'{ - - --- 45 roam block (q) 36,00 CEIy x JUL ;A p06 2012 PERMIT CENT .. cleat on sign- already attached french dent on wall- needs to be mechanically fastened at store, tape is for position only OVAL SIGN - INSTALLATION INSTRUCTIONS ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6,2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 BEiW €EN © O %TT Q � r_�r —reTc9 = ID -., /li SNAP LINE CONTINUE PATTERN ALONG PERIMETER OF STORE... SNAP CENTER LINE ON WALL AT 10' -0" AFF. PLACE DOT ON CENTER OF SIGNS. MATCH CENTER POINTS MARKED ON SIGN EDGES WITH CENTER LINE. LAY SIGNS OUT ON THE FLOOR BEFORE SECURING TO WALL ABOVE. THIS WILL ALLOW YOU TO ADJUST SIGN SPACING FOR ACCURACY ONE LAST TIME NOTE: SIGN SPACING NEEDS TO BE VISUALLY RIGHT AS COMPARED TO BEING ACCURATELY MEASURED RIGHT. • SIGN SPACING SHOULD REMAIN CONSISTENT AROUND PERIMETER BACK WALL. • TYPICAL SPACING BETWEEN SIGNS SHOULD BE 7' - 10'. • SPACING SHOULD BE EQUIDISTANT FROM WALL CORNERS. • MINIMUM DISTANCE FROM WALL CORNERS IS 3'. • SIGNS SHOULD BE CENTERED VERTICALLY WITHIN COLOR STRIPE. 6i.3O" 48 C 6.80.. 6.38" cleat on sign - already chi cleat on wall- needs to be mechanically fastened at store, tape is for position only BRAG STATEMENT - INSTALLATION INSTRUCTIONS Oudei ttrerchandise assadroad mush 01 neat, dsad and binged merchandise w "r... !MI wimle.p1 anti* w u. ue�- roMaoq �."s,�.rau arrow 7+.n. SHIPMENTS ARRIVING EVERY DAY! NEW OUTLET STORES BACK WALL SIZE: 4' X 8' PLACE ON BACK WALL ACROSS FROM MAIN CASH WRAP mattress sizes si3nc;1Ic hint Caliiornla king queen r�i1! 1Hin twin extra Icing 76 x 80` 72 x 84' 60 x BO" 53 x 75" 39 x 75" 38 x 30' 36" x 28" MATTRESS SIGN RESTROOM SIGN CENTER OVER ALCOVE ENTRANCE • credit service returns Checkout Caja s dSVOIUCIOnes PLACE ONE AT EACH CASH WRAP Gal Cor actad Herat 1Xs.or,a Your searsuitiet just got Bigger! Preview thousands at products dr S@2r'S. SOLUTION STATION SIGNS 4 PIECES ASSEMLBE TOGETHER TO CREATE THE QUAD. HANG SIGN AT 8' -0" A.F.F. REVIEWED FOR ►PPRa ED CE SEP 2 4 2012 City of Tukwila BUILDING DIVISION: 62.'x'{ - - --- 45 roam block (q) 36,00 CEIy x JUL ;A p06 2012 PERMIT CENT .. cleat on sign- already attached french dent on wall- needs to be mechanically fastened at store, tape is for position only OVAL SIGN - INSTALLATION INSTRUCTIONS ISSUE DATE ISSUED FOR SCOPE OF WORK JANUARY 6,2012 ISSUED FOR BID MAY 1, 2012 REVISED ELECTRICAL SERVICE MAY 02, 2012 ISSUED FOR REVISIONS & PERMIT JUNE 27, 2012 SEARS HOLDINGS w U w (9 z CD (I) z 0 CD z_ c0 coo w z W 0 0 J 0 C!) O M 00 co co z 0 Q IY U) 0 O z Project Arch./ Engineer. M. PELINI Drawn: M. PELINI Checked: J. LINEGAR Date: DECEMBER 15, 2011 Sheet No: SG -2