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HomeMy WebLinkAboutPermit D12-368 - NORDSTROM - REMODELNORDSTROM 100 SOTJTHCENTER MALL D12-368 City ("Tukwila �sy O J 1s \? Department of Comnnni J' Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.Tukwila WA.c4ov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 100 SOUTHCENTER MALL TUKW Suite No: Project Name: NORDSTROM INC. Permit Number: D12 -368 Issue Date: 01/25/2013 Permit Expires On: 07/24/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: SI NEWLAND Address: 3300 CHESTNUT ST , EVERETT WA 98201 Contractor: Name: NEWLAND CONSTRUCTION CO INC Address: PO BOX 958 , EVERETT WA 98206 Contractor License No: NEWLAC *343L0 Lender: Name: NORDSTROM, INC. Address: 1700 7 AV, STE 10000 , SEATTLE WA 98101 Phone: 425 259 -9191 Phone: 425 - 259 -9191 Expiration Date: 04/22/2013 DESCRIPTION OF WORK: INTERIOR RENOVATIONS OF PARTS OF SALES FLOORS 1 -3 IN EXISTING STORE. NON- STUCTURAL WALL REMOVAL AND ADDITIONS, NEW FLOORING, AND PAINTING. CHANTS TO THE EXISTING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE SPRINKLERS (TO BE UNDER SEPARATE PERMITS). Value of Construction: 2,300,000.00 Fees Collected: $23,329.39 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12-368 Printed: 01 -25 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: La,,,21 Date: l -2-S ‘, f'� 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: Print Name: Mid' "l. ! V�o t-t� Date: / -2s--- /3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D12 -368 Printed: 01 -25 -2013 7: All construction shall be done in conform a with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 11: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the doc: IBC -7/10 D 12 -368 Printed: 01 -25 -2013 service. Every six years stored pressure exti fishers shall be emptied and subjected to the licable recharge procedures. If the required monthly and ye pections of the fire extinguisher(s) are no omplished or the inspection tag is not completed, a reputable e extinguisher service company will be requtr to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: Maintain fire extinguisher coverage throughout. 27: 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) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in 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) 33: 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) 34: 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) 35: 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) 36: Maintain sprinkler 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) 37: 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) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 39: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2327) 40: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinlder Riser ". (NFPA 13) 41: 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. (Manual Pull Stations will not be required. However, if they are installed, they shall be equipped with listed tamper- resistant covers and provided with audible alarm.) 42: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require doc: IBC -7/10 D12-368 Printed: 01 -25 -2013 relocation and/or addition of audible /visual'fication devices. (City Ordinance #2328) 43: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2328) 44: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2328) 45: 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) 46: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 47: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 48: 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. 49: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 50: Ensure address posted on storefront per approved Westfield standards. 51: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 52: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 53: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12-368 Printed: 01 -25 -2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: X00 17•200 South Center lcvay -- A/ a\ Tenant Name: Nordstrom, Inc, King Co Assessor's Tax No.: 001.--14 1' (2O`o Suite Number: 110 Floor: 1 -3 PROPERTY OWNER Company Name: Newland Construction Co., Inc. Name: Nordstrom Inc. City: Everett State: WA Zip: 98201 Address: 1700 7th Ave., Suite 10000 Contr Reg No.: NEWLAC *34L0 Exp Date: 12/31/2012 City: Seattle State: WA Zip: 98101 Name: Si Newland Address: 3300 Chestnut St. City: Everett State: WA Zip: 98201 Phone: (425) 259 -9191 Fax: (425) 258 -6941 Email: si @newlandcompany.com GENE CONTRACTOR INFORMATION `.,rr Company Name: Newland Construction Co., Inc. Address: 3300 Chestnut St City: Everett State: WA Zip: 98201 Phone: (425) 259 -9191 Fax: (425) 258 -6941 Contr Reg No.: NEWLAC *34L0 Exp Date: 12/31/2012 Tukwila Business License No.: l* u ry <ft not . hi i i' H:Wpplications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -I l.docx Revised: August 2011 bh New Tenant: ❑ Yes J ..No RCIIITT T 01 RECORD {r Company Name: Callison Architect Name: Jim Phillips Address: 1420 Fifth Ave., Suite 2400 City: Seattle State: WA Zip: 98101 Phone: (206) 623 -4646 Fax: (206) 623 -4628 Email: jim.phillips @callison.com Cl Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or ~greater per RCW.19.27.095) Name: Self Financed Address: City: State: Zip: Page I of 4 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2,300,000 Existing Building Valuation: $ 29,000,000 Describe the scope of work (please provide detailed information): Interior renovations of parts of sales floors 1 -3 in the Nordstrom store. Non structural wall removal and additions, new flooring, painting. Changes to the existing, mechanical, plumbing, electrical and fire sprinkler systems. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1'r Floor 2n Floor Existing Interior: Remodel Addition to Existing Structure 36,616 36,616 0 0 Type of Construction per IBC type 2 F -R Type of Occupancy per IBC B2 32,409 32,409 0 0 type 2 F -R B2 28,411 28,411 0 0 type 2 F -R B2 Floors ry Structure+ Attacched Gi Ditached 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: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ No Compact: Handicap: If "yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes j 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:\ApplicationsWorms- Applications On Line \201 I Applications\Permit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 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 PERJURY BY E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O A Signature: Print Name: Si Newland RIZE /GENT: Mailing Address: 3300 Chestnut St H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -I l.docx Revised: August 2011 bh Date: 11/16/2012 Day Telephone: (425) 259 -9191 Everett WA 98201 City State Zip Page 4 of 4 0 • CCity of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-368 Address: 100 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/19/2012 Applicant: NORDSTROM INC. Issue Date: Receipt No.: R13 -00556 Payment Amount: $13,867.80 Initials: WER Payment Date: 01/25/2013 10:12 AM User ID: 1655 Balance: $0.00 Payee: NORDSTROM TRANSACTION LIST: Type Method Descriptio Amount Payment Check 61246723 13,867.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 13,863.30 4.50 Total: $13,867.80 rinr.• RPraint -(1R Printati• City of T vila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: h10: /4vww.ci.aukwila.wa.us SET RECEIPT Copy Reprinted on 11 -19 -2012 at 12:24:57 11/19/2012 RECEIPT NO: R12 -03153 Initials: JEM User ID: 1165 Payee: NREWLAND CONSTRUCTION CO., INC. Payment Date: 11/19/2012 Total Payment: 10,636.38 SET ID: S000001829 SET NAME: NORDSTROM SET TRANSACTIONS: Set Member Amount D12 -368 9,461.59 EL12 -1089 901.73 M12 -181 235.26 PG12 -203 37.80 TOTAL: TRANSACTION LIST: Type Method Description Amount Payment Check 48285 10,636.38 TOTAL: 10, 636.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 273.00 901.73 9,461.65 10,636.38 i I i i} 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 b12-36,1; Project:, ,� t v ct.e--1 V ®`YY\ Type of Inspection: ,- l 6-1 j Address: l 00 S0 Yv1 A t t Date Called: -- ,r lti°i N( —L.ie/ hfc Special Instructions: O Date Wanted: Cal) 4_1 .... � _. Requester: Phone No: yzs- ?7c..-3 7,S 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e tae ‘n1 o tor: RE pa' !DIA SPECTION FEE REQUIRED. Prior to next inspection, fee must be d at 6300 Southcenter lvd., Suite 100 Call to schedule reinspection. 41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P ' MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367.0 Permit Inspection Request Line (206) 431 -2451 Projet:�� t\,1�Nrc (S ✓ O v� Type of Inspection: h- r tit A L_ C.ftiPtziN& -- fk.i rdJecl Address- r� Date Called: Special n o `� S A I ` (0AvIA Date Wanted: s�0 �' 14 �' Requester: 4/ Phone N5 o: 6 2 ( 3 73 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tom, A . il, susrl;Q :t Qe . 1; ,...)c., - Afi,pIO,%FZ ;— • F t (Y\ i I (a - A.Favie.4 , C.ftiPtziN& -- fk.i rdJecl r� __LW — Ptep (levq Frnee6,1414% !, %%h-iitu y 4/ 7-/,‘Z it -GIs i- ;NI' i ■ EINSPECTION tE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IL 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: Typ Inspection: , ,� Addres Date Called: Special Instructions: Date L ant • l�j '`a: Re q ueste : Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: st'' 11.2 75-7 - rppAJ -e( Dat;:, j_7 El REIN ' CTION FEE REQUIRFb. Prior to next inspection, fee must be paid : '•300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Id 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 0() 62-34g Project: W/20 $T Type of Inspection: S Z(SPFA.,t0 00,-006 Address: 0 s e fin 4 i) Date Called: Special Instructions: Date Wanted / /0 ///// a.m. P.m. Requester: Ptyo a No: �- �7 7i'-- � 8 6' JApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: A *Alit/ Date:, REI PECTION FEE REQUIRED. P /rior to next inspection, fee must be • at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. Di)1 INSPECTION RECORD Retain a copy with permit 12'3ei INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: AX)f-e(SI,Erh, i Type of Inspection: S z / 5 /.9 4iA3 O'/', Address: S'. (l, 111f) /l Date Called: 5; ? /o;0 — c2At/d ,-7ddT Special Instructions: Date Wanted: (-9_2 z- 1 6 p.m. Requester: _4439,41.4e, Phone No: 3 ,-el i / /aor- 5z 124 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 5; ? /o;0 — c2At/d ,-7ddT ads -‹'46 4' r G/ r /v e / - R4.1 -3rd _4439,41.4e, '/ 3 ,-el i / /aor- 5z 124 3$r( S r%,;1 /A/4V 1si r/oet - c ?n) /34, - t, v 6( . ,R INSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 8 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 b12 -3 Project: O # I Ram ..3•JO Type of Inspection: (3ttscpc,kabf 6 c al Li ki ) Address: ion s!. lni PM + Date Called: Special Instructions: Date anted: -- i-- I-3 a.m p.m. Requester: P o eNo• ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: p A ;v:S,.k. s �wlr•\ t— �deJ -1 zez-- Date INSPECTION FEE REQU RED. Prior to ne t inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 -4P? INSPECTION NO. INSPECTION RECORD Retain a copy with permit J x.2-3 lag 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:. r Noce -5( 0 MS Type of Inspection: SUS. Lam..L..A Address: Date Called: Special Instructions: Date Wanted: —7 - 2. - (3 �.a.m� p.m. Requester: Phone No: .y 2. — &r7 b -3'737 QAppraved per applicable codes. El Corrections required prior to approval. lS- 44 -C P1 r -Pss,e J COMMENTS: • tor: n REINSPECTION FEE REQ IR Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite -100. Call to schedule reinspection. Inspe ratei 2 r 3 ft,w it .�x_�iL� fIa �rr LSE LI�L CFA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lied. (206) 431 -3670 ' Permit Inspection Request Line (206) 431 -2451 r Project: r R STRow\ Type of Inspection: St_ts,PEN1 A c- " ,t+\ ail e a7 Address: Date Called: Special Instructions: Date Wanted: {0 1 Ct ? . p.m. Requester: Phone No: C 7 ( � . . 3 7 3 7 7 ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C1 /\ r"'1 " ,t+\ ail e a7 s7 . ee, I,r.� 'rct r: Z4 111 ITINSPECTION FEE R UIRED. Prio 'yid at 6300 Southcenter Blvd.. Suite Dade- /5- ,3 to next inspection, fee must be 00. 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 p (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 J 1 z -3(0, Project: Flo /AcW. (9 � Type of Inspection: r j ' so K. vii- t.... �� /l� /t- Idds6 Sc.._ ) ` ( Date Called: Special Instructions: Date Wanted:- 0.---r1- — Ito,"` . Requester: Ph�los. s /4j,...3 `37 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: P A 0 C;'k b/ 6; J5 R r, 3 v(( F IBC Rµ, 13V 2. Top S41JP 2L (( t- It)a' CZ 44A La ? 1 t Date: NSPECTION FEE RED UIRED. Prio r to next inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �..s_. _ _.. __ tu. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1� (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 } Project: o!� S Nd � Type of Inspection: I S vcm Gam; Address: esJs: v S C A (' t�- Date Called: Special Instructions: ' Date Wanted : 1 3 p.m. Requester: Ph4 NI, 5 _ 6,47 (o 3737 ElApproved per applicable codes. U Corrections required prior to approval. 8 COMMENTS: Ai // — '� 4 77 nsp- tor A4, ) 7. Date - EINSPECTION FEE EQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bi T2-3 b Project: kb. ST2.0Inr, Type of Inspection: . C,u S P JoFD e.EIL Address: 1 DO _ C.- Yni A- I 1 Date Called: Special Instructions: Date Wanted: . S- ((--I - 13 C p.m. Requester: P Ln2.5 - 8 -(.,,. - 373 7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: g, 001? 2 � % r ?h1 o? 2(z R114 /2 / s/j s l o e 1L 0 r /ceo A (-7,-/-A, �j(% ,„,,,,,,, E /i. /pe - �' Date: r7 R INp ' ECTION FEE REQUIRE p . Prior to next inspection, fee must be paid/at 6300 Southcenter 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 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .012 -3 (08 Projefit:l � o t v 1 v 0) P&I 2.,2 CP - rAJf41Nt, - kigd3/iv't Type QsPA Ct' _ ` t Addr 5s`n Sc-. A , 1 Date Called: Special Instructions: SeQQV u.I _k {.re is ooe _ _. Date Wanted / f r / , -.'..- a.m� 1 p.m. Requester: Pho�,e, L —31377 ElApproved per applicable codes. ElCorrections required prior to approval. SOMMENTS: 9 A 0) P&I 2.,2 CP - rAJf41Nt, - kigd3/iv't ( P i ! / 1 2244 ( h ) A s —1-0 a 1...:c4; .... c�' i N) ? l F 14-1w,.4 Sk l tkoLn, pt c_ R 1 etti l ti° Lr uTe4.1 t? PE ►) -* tewaRPul \142-1- . RP \)1A-ae L1 tor ?Anil Le. Q SeQQV u.I _k {.re is ooe _ _. c a r Ae0- .;e�1 w v- ea k o 1, 0 Q C SPECTION FEE REQUIREp. Prior to next insp ion', .fee must. be paid at 6300 Southcenter Blvd.'. Suite 100. Call to sh edule reinspectioh. INSPECTION RECORD Retain a copy with permit INSP CTION 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: Ndro 5�(i li Type o nspection: ■ A Address: t�v sc tit��( Date lec uS y / ` 1 i 4 , .� �— Special Instructions: Date Wanted - ...a.m. . –13 p.m. Requester: X vet ! . F ,A-A 6 S� (3J e -X _?--a Phor2Ng _ 6..,7 / 31337 ElApproved per applicable codes. Corrections required prior to approval. 8 COMMENTS: 1 o o ac f f A M. A6 �K t E-(. &.� fit.,_. R...0,1 `/1 0V_ 6.-0 tJ Li- 2,.-4--e-1- 3 f-i o of re. / J J c-o -S'U CiD <A CC e C f - : (:/16-- X vet ! . F ,A-A 6 S� (3J e -X _?--a r-e te r , P c e p (. AA 1 6.0 Li U s ,,:- ,„..k..(e_i- 6-thin -/ (- f:-.; re P - - -o 4 PO. eAl Inspep!or: `l Fl Date :4_ -Z w i� ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 biz -3108 Proje • NOR } Qb� Type o Inspect� on �t - (aasMtc- ino Address: l0 e1,theGrdiee ✓ 0l14{1 Date Called: C 2 i iv Nfotik Special Instructions: Date anted:. -3... 12— i-5 + p.m. Requester: Phone No ixi2-5 -276-3737 ctAj -4 R} NSPECTION FEE RE r UIRED. Prior to next inspection, fee must be aid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. '+. . • . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Ai iv 0105+0-y14 s Type of Inspe ion: i'' 4 Address: �� Suite #: /00 1,1/7 Contact P rson: Special Instructions: VaS Phone No.: XApproved per applicable codes. COMMENTS: Corrections required prior to approval. /1/7 Needs Shift Inspection: \/ Date: OD Sprinklers: �/es Fire Alarm: VaS Hood & Duct: !_ _ Monitor: 1 y, S,1$ -qre: Permits: / Occupancy Type: Inspectorr■ .„.� S3 Date: OD y Hrs.: 7 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Dbc 6/11/10 T.F.D. Form F.P. 113 • • • • • • • i 0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13I - 34, /3 -P -cis' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Prio1J4rbwS 'ect _.__.? Type of Inspection: c/4 Address: /0 ., S. e Suite #: '-J /• SwF- DDUaa/ S%f-e. tvtat s I c Contact Person: Special Instructions: - v ' o) Phdne No.: Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: Sprinklers: ' Fire Alarm: Hood & Duct: . Pre -Fire: /• SwF- DDUaa/ S%f-e. tvtat s I c ( - v ' o) '4' F)4' a+ 0-b+1,. ev. c_e e fikr w 5 -�()r , a� f� - 1.1-4. t �`19 - , A:54 C ! i 5g �1 po,® e . , 1 N, v4i 4. S-eloid, Copy 4 b €s(i, , ows 1-z) M 6 1011 S. Ceti • r s.- , o %I• \ o $ �/ 1-6,01441 Floe(' 3 - '/ ''a" . t •1 • • • • • Needs Shift Inspection: Sprinklers: ' Fire Alarm: Hood & Duct: Monitor: _ _ Pre -Fire: Permits: Occupancy Type: Inspector: % , $ 2 Date: /2//7/13 Hrs.: .0,____ • $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: Word /Inspection Record Form.Doc State: I Zip: 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b2---34E5 /35 - 075/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: Suite #: /OU C 7A // Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ale e 'e �, �s hi rCf /' A? a2s1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /0/1_5 Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I 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 Da.-.. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT . 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: AL ( ols 1701,99.5' Type of Inspection: .5" 6 9 a -e.• Address: / Suite #: /DO 5 L. ine, / Person: Special Instructions: Phone No.: YApproved per applicable codes. Corrections required prior to approval. COMMENTS: C9 +0 ie-6•042, rvIef3/443 room /5--g- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector:44c 69/c11 1 bate: /oh///3 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: I State: Word/Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form' F.P. 113 • O▪ . • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit C) 7 U ,- 3h PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: i AJ U24)5t(®wi S Sprinklers: Ty 2e of Inspection: . P cou-el` Fire Alarm: Address: Suite #: %�O �.�.� L L Contact Person: . fi Special Instructions: Occupancy Type: Phone No.: • D L RApproved per applicable codes. NJ Corrections required prior to approval. COMMENTS: Sprinklers: • Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: it, Permits: Occupancy Type: D L ctv Ceti- ec- b /e 5-51 tr, 44 1 5-1- -c'lo ,,z r"0 X. S v ice. Ivor. sue, e )a l . . c.f ' ►d ie 1( II - �ilceele. .. ... . a - 1 Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: it, Permits: Occupancy Type: Inspector: ib (. •c, Date: 771t1/-2 Hrs.: I ` n $100.00 REINSPECTION FEE REQUIRED. You will receive -an irioice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • N INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit JJ,236' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: /I.�ardl' dr° rilS Type of Inspection: CoOer ( O rn 22, I Address: Suite #: (00 J �r i f , Conta Person: ct Occupancy Type: Special Instructions: Phone No.: 74 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rIa Court took 7 ? 1 . I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �r dr 07/5-if Date: 7/3013 Hrs.: ,S--- $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: Word /Inspection Record Form.Doc State: Zip: 6/11/10 T.F.D. Form F.P. 113 . .- • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • \Z -5 -014 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 • Prolect: \mot 6 c-9v C Type of Inspection: ScI Cov,r Hrs.: Address: �'=� t� It -•, Suite #: S+ C- • fMg`I Contact Person: r • • .. Sp nstructions: Phone No.: • e� .._� - -.351, 2-2.0 ..Approved per applicable codes. Corrections required prior to approval; COM NTS: A \ l h ' 5 ( Date: 6( Adc&t 5 Hrs.: . .. ` ✓. . • ' C.: • e� .._� - -.351, 2-2.0 ,' i2 -.,33 jZ76 27i..-Z- . •.. r , L' , i i ._ t'i- • i I . -, .. , f; y �, d - i p�.V: • , •Cyr f. r- l r 3 t .1__. J..✓_..--... ._ , ..- .,.-... ... _. .. ...• Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: • Pre -Fire: Permits: Occupancy Type: . ' Inspector: A \ l h ' 5 ( Date: 6( Adc&t 5 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • •: INSPECTION NUMBER - .. INSPECTION RECORD Retain a copy with permit Did -3-01 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: ft)Ord ,7V o 'S Type of Inspection: 5 11 (i-e.,-- 6 Address: S. _ Suite #: Contact Person: \t1 Special Instructions: r Phone No.: Approved per applicable codes. rrections required prior to approval. r COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. ,,.. r' /41)1 E4 L— yes A, N +S -1-U 1Y -fe4 .. cx ( Gc Oie_r i 7 kA l'-=. 5 -(--/A-10 s -t--. /4. /i cill-firva . ; ar -A-P,6,- el `i,Joti 3 .. / 54— Fl ov,2 . 2 - ,A; t-- />nov,. - 11 w - -12/./ v bee 1 J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. ,,.. Inspector: Rrl 5-a Date: slid) . 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: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Jennifer Marshall From: Jennifer Marshall Sent: Monday, November 19, 2012 3:27 PM To: 'si @newlandcompany.com' Subject: Nordstrom Permits Good afternoon Si, As I was preparing the plans submitted today for the Nordstrom tenant improvement, I noted that the plans called out the location as 100 Southcenter Mall rather than the Nordstrom address provided on the application (17200 Southcenter Py). I looked closer at the plans and it appears that it is indeed a tenant improvement for all three stories of the tenant space within the Westfield Southcenter Mall. Because of this information, I have updated both the application forms and the permit system. If my changes are not correct, please contact as quickly as possible so that we can get this remedied. Thank you, Jennifer Marshall Permit Technician, City of Tukwila T: 206 431 -3670, F: 206 431 -3665 jennifer.marshall @tukwilawa.gov 1 *ERNlII COORD COP4111 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -368 DATE: 11/19/12 PROJECT NAME: NORDSTROM INC SITE ADDRESS: 100 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: XI 414 tt. 37i7 '0— Building Division Plr PIA- 1- P9' \1 Public Works Ain AWc IQ3 V� Fire Prevention Structural eI\ iI,1v.r1- Planning Division im ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/20/12 Complete ®, Incomplete I I Not Applicable ❑ Comments: ::Permit Center'Use.wwO.nirey� :y s 4'.• . ._,.. : : •:. • h' S! 4OREC •.:d;C.• :,Vi9.'P r +a7,ai��.a�: i ; }.�'�i .:...'.a .. • .. •i••ti8'...• .: ti �::v '�1.�d: e• :!•e•.r °{ �.+.:�• ..,.. . . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 12/18/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: ' Permit :Ceriter.•,Use.Only. .��•� . ',y - : ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Peter Friendly Page 6 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 NEWLAND CONST CO INC UBI No. 313011866 Phone 4252599191 Status Active Address 3300 Chestnut St License No. NEWLAC`343L0 Suite /Apt. License Type Construction Contractor City Everett Effective Date 6/20/1966 State WA Expiration Date 4/22/2013 Zip 982014576 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WRECKBD024NU WRECKING BALL DEMOLITION LLC Construction Contractor General Unused 8/31/1998 5/15/2014 Active Business Owner Information Name Role Effective Date Expiration Date NEWLAND, GEORGE SIMON President 06/20/1966 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 7 TRAVELERS CAS & SURETY 103317607 04/02/2002 Until Cancelled $12,000.00 04/05/2002 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 26 Continental Western Ins Co CWP2922283 04/01/2012 04/01/2013 $1,000,000.00 03/22/2012 25 ALASKA NATIONAL INSURANCE CO 11DPS32119 04/01/2011 04/01/2012 $1,000,000.0003 /28/2011 24 Continental Western Ins Co CWP2922283 04/01/2011 04/01/2012 $1,000,000.00 03/25/2011 23 ALASKA NATIONAL INSURANCE CO 10DPS32119 04/01/2010 04/01 /2011 $1,000,000.0003 /30/2010 22 ALASKA NATIONAL INSURANCE COMP 09DPS32119 04/01/2009 04/01 /2010 $1,000,000.00 03/27/2009 21 ZURICH AMERICAN INS CO CP0399110704 04 /01/2007 04/01/2009 $1,000,000.00 03/31/2008 20 ZURICH AMERICAN INS CO CP03991107 04/01/2003 04/01/2007 $1,000,000.00 03/30/2006 Summons /Complaint Information https://fortress.wa.gov/lni/bbip/Print.aspx 01/25/2013 REFERENCE SYMBOLS PLAN / ELEVATION SYMBOLS ABBREVIATIONS APPLICABLE CODES VICINITY MAP SITE MAP DRAWING INDEX • XX (NON RATED) AC ASPHALTIC CONCRETE ID INSIDE DIAMETER ACC ACCESSIBLE INCL INCLUDE, INCLUDING ACOUS ACOUSTICAL INFO INFORMATION ACP ACOUSTICAL CEILING PANELS INSUL INSULATE, INSULATION AD AREA DRAIN INT INTERIOR ADDM ADDENDUM ADJ ADJUSTABLE JAN JANITOR AFF ABOVE FINISHED FLOOR JS JANITOR SINK AIR HANDLING UNIT JT JOINT ALT ALTERNATE ALUM ALUMINUM KIT KITCHEN ANOD • ANODIZED APPROX APPROXIMATE L LONG APT APARTMENT LAM LAMINATE LAMINATED -ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY AUTO AUTOMATIC LAN/ LAVATORY AV AUDIO VISUAL LT LIGHT LTG LIGHTING BB BULLETIN BOARD BD BOARD M1 FRAMED MIRROR (PER 102813) BLDG BUILDING MAS MASONRY BLKG BLOCKING G MATL MATERIACODE BO BOTTOM OF MAX MAXIMUM BOT BOTTOM MECH MECHANICAL .- BRG BEARING MED MEDIUM BRZ BRONZE MEMB MEMBRANE BSMT BASEMENT MEZZ MEZZANINE BUR BUILT UP ROOFING MGT MANAGEMENT MFR MANUFACTURE, MANUFACTURE CAB CABINET MH MANHOLE CB CATCH BASIN MIN MINIMUM, MINUTE CD CONDENSATE DRAIN MISC MISCELLANEOUS CEM CEMENT, CEMENTITIOUS MO MASONRY OPENING CER CERAMIC MS MOP SINK CFLG COUNTERFLASHING MTD . MOUNTED CG CORNER GUARD MTL METAL CH COAT HOOK MVBL MOVABLE OVABLE4 CI CAST IRON CIP CAST-IN-PLACE N NORTH CL CENTERLINE NIC NOT IN CONTRACT CLG CEILING No NUMBER CLO CLOSET NOM NOMINAL CLR CLEAR NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING OC ON CENTER COL COLUMN OH OVERHEAD COMM COMMUNICATION - OD OUTSIDE DIAMETER CONC CONCRETE OPNG OPENING CONN CONNECTION, CONNECT OPP OPPOSITE CONSTR CONSTRUCTION ORD OVERFLOW ROOF DRAIN CONT CONTINUOUS, CONTINUE OTS. OPEN TO STRUCTURE ABOVE CORR CORRIDOR PBD PARTICLEBOARD CPT CARPET PC PRECAST CSWK CASEWORK PD PLANTER DRAIN CT CERAMIC TILE PERP PERPENDICULAR CTR CENTER PLAM PLASTIC LAMINATE CU CUBIC PLAS PLASTER PLYWD PLYWOOD D DEEP PNL PANEL DBL DOUBLE PL PROPERTY LINE DEMO DEMOLISH, DEMOLITION PR PAIR DET DETAIL PRK PARKING DF DRINKING FOUNTAIN PROP PROPERTY DIA DIAMETER PT PRINT, POINT, DIAG DIAGONAL, DIAGRAM PRESSURE TREATED DIV DIVIDE, (DIVISION PTN PARTITION DMPF DAMPPROOF, DAMPPROOFING QT QUARRY TILE DN DOWN DR DOOR, DRESSING ROOM R RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN DW DISHWASHER RD ROOF DRAIN, ROAD DWG DRAWING REF REFER T0, REFERENCE DWR DRAWER REFR REFRIGERATOR REINF REINFORCED, REINFORCING E EAST REQD REQUIRED EIFS EXTERIOR INSULATION AND REV REVISED, REVISION FINISH SYSTEM RFG ROOFING EJ EXPANSION JOINT RM ROOM EL ELEVATION RO ROUGH OPENING ELEC ELECTRIC, ELECTRICAL RT RIGHT ELEV ELEVATOR ENCL ENCLOSE, ENCLOSURE S SOUTH EP ELECTRIC PANEL SC SOLID CORE EQ EQUAL SCHED SCHEDULE EQUIP EQUIPMENT SD STORM DRAIN ESCAL ESCALATOR SECT SECTION EXH EXHAUST SGL SINGLE EXP EXPANSION, EXPOSED SHT SHEET EXIST EXISTING SHTHG SHEATHING EXT EXTERIOR SIM SIMILAR FA FIRE ALARM SPEC SPECIFICATION FCIO FURNISHED BY CONTRACTOR/ SPKLR SPRINKLER INSTALLED BY OWNER SPKR SPEAKER FD FLOOR DRAIN SQ SQUARE FDC FIRE DEPARTMENT SS SERVICE SINK CONNECTION SST STAINLESS STEEL FDTN FOUNDATION STC SOUND TRANSMISSION CLASS FE FIRE EXTINGUISHER STD STANDARD FEC FIRE EXTINGUISHER STL STEEL CABINET STOR STORAGE FH FIRE HYDRANT STRUCT STRUCTURAL FHC FIRE HOSE CABINET SUSP SUSPENDED FIG FIGURE FIN FINISH, FINISHED T TREAD FLEX FLEXIBLE T &G TONGUE AND GROOVE FLR FLOOR TEL TELEPHONE FLUOR FLUORESCENT TEMP TEMPERATURE, TEMPORARY FO FACE OF, FINISHED OPENING TER TERRAllO FOIC FURNISHED BY OWNER/ THK THICK, THICKNESS INSTALLED BY CONTRACTOR TMPD TEMPERED FP FIRE PROTECTION TO TOP OF FR FRAME, FIRE RATED TSTAT THERMOSTAT FRMG FRAMING TV TELEVISION FRPF FIREPROOF, FIREPROOFING TYP TYPICAL FRT FIRE RETARDANT TREATED FS FLOOR SINK UGND UNDERGROUND FT FOOT, FEET UNFIN UNFINISHED FTG FOOTING UON UNLESS OTHERWISE NOTED FUT FUTURE FVC FIRE HOSE VALVE CABINET VERT VERTICAL FWC FABRIC WALL COVERING VEST VESTIBULE VNR VENEER GA GAGE VR VAPOR RETARDER GALV GALVANIZED VTR VENT THROUGH ROOF GEN GENERAL, GENERATOR VWC VINYL WALLCOVERING GFRC GLASS -FIBER REINFORCED CONCRETE W WEST, WIDE GFRG GLASS -FIBER W/ WITH REINFORCED GYPSUM W/O WITHOUT GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING REINFORCED PLASTIC WD WOOD GL GLASS WH WALL HYDRANT GYP GYPSUM WP WEATHERPROOF, WATERPROOF, GWB GYPSUM BOARD WATERPROOFING, WORK POINT`'` WR WATER RESISTANT H HIGH WT WEIGHT HB HOSE BIBS WWF WELDED WIRE FABRIC HC HOLLOW CORE HD HAND DRYER XMFR TRANSFORMER HDBD HARDBOARD HDW HARDWARE YD YARD HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AR CONDITIONING THE EXISTING BUILDING WAS CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING CODES: BUILDING: 1985 UNIFORM BUILDING CODE MECHANICAL: 1985 UNIFORM MECHANICAL CODE PLUMBING 1985 UNIFORM PLUMBING CODExr ELECTRICAL• 1985 NATIONAL ELECTRICAL CODE . FIRE: 1985 UNIFORM FIRE CODE ENERGY: WASHINGTON STATE ENERGY CODE 86 ACCESSIBLE: WASHINGTON STATE PHYSICALLY HANDICAPPED STANDARD APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR THE PROPOSED REMODELS 1- BUILDING CODE: 2009 INTERNATION BUILDING CODE WITH WASHINGTON AMENDMENTS 2- ELECTRICAL CODE: 2008 INTERNATION ELECTRICAL CODE 3. PLUMBING CODE: 2009 UNIFORM PLUMBING CODE CHANT :',. • = TERNA ' € (CAL = - ,� : �, �� . FI �•�E• 2009 IN ION FIRE ��'�"'� _.. 6. ACCESSIBILITY CODE: 2009 INTERNATION BUILDING CODE 7. ENERGY CODE: WASHINGTON STATE ENERGY CODE q 8- T C l � )11/ (/' "tolkw 1(ek .5 4.A C o +s )4 i• "_ `... 'n !y_• F °, yr ''v 6 c {� :. T t ..�'1'"' 1 .. a' r •+ ? v cF�Yi id v i - 5,.. 'r 'e',Ly iy4 x $ +•�,.3.�� . ...��� ��- ��. • ?•� �; - • �•.r.' �ti� = -:r �$ t , " .� ; :: _ • :- . ; .� •�-.� �.r•.: �'.� ::.w _ } : �: . >. ' 4 �V: „' ;; uE•w,. B I V � �t i _ 4 4 , -'r _ 3, 33. t o Fa a J .A,1 , a is '. _ E � ,I:• �-,. � ' }'� ,.. .... � �, � t �y al }, �£ �• _ � -,. ,� C S-1 62nd St •., S: y " }- .tee• ,. -_ ..• I .,,.. �: `: s • � {raj' - _ : = _ ' LLB€ .... .--�� ��. }. ;, � _.,.. ,� ARCHITECTURAL A -001 GENERAL INFORMATION A -003 EGRESS PLANS A-111 FIRST FLOOR PLAN-DEMOLITION - CTED CEILING AN MO A 112 FIRST FLOOR REFLECTED PL DE LITION A 113 FIRST FLOOR PLAN A -114 FIRST FLOOR REFLECTED CEILING PLAN A -115 FIRST FLOOR TILE LAYOUT PLAN A-121 SECOND FLOOR PLAN- DEMOLITION A-122 SECOND FLOOR REFLECTED CEILING PLAN- DEMOLITION Al2 A -123 SECOND FLOOR PLAN A-124 SECOND FLOOR REFLECTED CEILING PLAN A -125 SECOND FLOOR TILE LAYOUT PLAN A -131 THIRD FLOOR PLAN- DEMOLITION A 132 THIRD FLOOR REFLECTED CEILING PLAN DEMOLITION A-133 THIRD FLOOR PLAN A -134 THIRD FLOOR REFLECTED CEILING PLAN A -135 THIRD FLOOR TILE LAYOUT PLAN A -136 UPPER LEVEL STOCK PLAN A-137 ROOF PLAN A 406 ENLARGED TOILET ROOM PLANS A 407 TOILET ROOM ELEVATIONS A 408ALT ENLARGED EMPLOYEE TOILET ROOM ALT - A 501 EXTERIOR DETAILS A -518 EXTERIOR DETAILS A -801 DETAILS (PARTITION TYPES) A -802 DETAILS (DOORS AND PARTITIONS) xi SEE DETAIL (1 HOUR ASSEMBLY) ® (2 HOUR ASSEMBLY) H A -802 h ..•. '.r FT ;. I_ E r :. a _ � -r= -� _� - � . i =�* #(.; * ry`y •n, yY-' ,,,.'„t +a w y Tf R =_ • .m• I ' p , _ Mot o,�t�i5 (iCl 'q #Y� . -...t LL : . r . .� ��+f,�' ,r � _ _ A-XXX A-XXX ® BUILDING SECTION INDICATOR WALL SECTION INDICATOR (3 HOUR ASSEMBLY) FIRE RATED WALLS OR PARTITIONS - GWB WRAPPED COLUMNS � _.�. . •�, ��, ._ • ,. � ,: ���� _ _'�. ,, .:, �x a ,,{ , mo• + _ `.. ::;_ 43 -T� =, Y ' y ,F �� .W� r, ,, , �,; ,�„� r _, spry >: _ t >- �-��`" Ru ��7�H '".: •``" .. E- - I , 1 a ; -. v, - rsr f -:' ; ... ` < - ' , . .. ■._- �: .. y�:,. :,1�; ::_, a ,y =j� ., ,�, : , '': -. Y _ -_ �� 518 t: `' '� =r" `� ; , :; Y!'� g'` ` 4 40 ■ ,. ■, ~P ` r :`: • (LINE INDICATES EXISTING EXTENT FINISH OF WHERE NEEDED TO SUPPLEMENT ROOM F - . 900 ... ,'1 ifE �f(Ie ,,, � e - ..,, ,, .y} '��4` -:. .,, },i"`r -� .. `.r':- _ Fes., t.. , �,. �, . >, - N r T x y #ji , nil '� _ � _ �, _ , ;.L �j �, � a e E k' g..r = ., _ _,• r �.. _t = 4 � _ ,_ _ 'o Fe- ,,- ood F ' '' " - ' ' +y ,,k -� ,x .,. _ �:� � :_. j j `' ;} _ _ 1 .•-, � !�' _ � �= ,� � x � - � .:�, � P =sue, := I ��. ;t P~' I - ' - } ! ; ,, .;; •. - I: r. -. a:, � tr v 5 "f h .#; r ..:. d 1,::. T1 » } ,_ , u ,.4 • ; ;.;. ra Baker Blvd �' s> f f E: ' ._ � ..,, - `r '° �.:; -- , ,,...:,....:..::SITE ...___ } cal > ,: } i �. A -XXX - - I I ® PL -XX FINISH SCHEDULE) IIIilIll f f (III MISCELLANEOUS WALL FINISH, WAINSCOT, OR BASE (4 HIGH HARDBOARD. WAINSCOT) PROVIDE BASE PER DETAIL NEW MIRRORED COLUMN I I ® - _ J RECTANGULAR DETAIL INDICATOR SECTION DETAIL INDICATOR At& = TYPICAL SEE DETAIL -'- I ; `� ' } L+ E e% - �# ` -' ■ T� i€ Dr � 1 {� �t � �E '` -� „ „u C) rtes +• ._; ;� ; y r f3, «a .r "y~ _ #' :" .psi{ '�' ' � 4' HDBD Jg ® ® A -XXX EXTERIOR ELEVATION INDICATOR MULTIPLE ELEVATION XX 1:# 4 , +r ' *" �°� "`'�, a - 1� r }3£ , a E• �- �� �� " . }� •••• - -••• �. - g` } E �` ..r I - A -XXX Nr INTERIOR A -809 (8' HIGH HARDBOARD WAINSCOT) PROVIDE BASE PER DETAIL © 0 A -802 CASEWORK MAY ABUT /WRAP M OVER COLU N GFRG WRAP. NO RESILIENT BASE AT THIS CONDITION �_�, 1 �''y, L f• � � �° - � � ="� � rah a e - atth a A ` �,.;_ _ ;x �j' 1 - ' • L€ " ' `` �� a� �'.,;,- �����. "� '''�.'- �... ,�. .�.. -' - y k; = 4, ..' ,, : ',. ; 1 L ; . `_ _ ` ,o-�• •- N: INDICATOR EL. 101.0' A -803 INTERIOR DETAILS (GENERAL) - A 804 INTERIOR DETAILS (GENERAL) A 805 INTERIOR DETAILS (GENERAL) ,�' A-806 INTERIOR DETAILS (GENERAL) A-807 INTERIOR DETAILS (CEILING) A -808 FINISH DETAILS (WALLS AND PARTITIONS) A 809 FINISH DETAILS (FLOORING AND BASE) A 810 FINISH DETAILS (FLOORING AND BASE) A -811 INTERIOR DETAILS THE FOLLOWING SUBMITTALS MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF WASHINGTON, AND SUBMITTED TO ARCHITECT AND JURISDICTION FOR REVIEW AND APPROVAL. ALLOW FOUR WEEKS FOR THE JURISDICTION'S REVIEW, AND DO NOT INSTALL UNTIL APPROVAL HAS BEEN GIVEN. FIRE PROTECTION (DESIGN BUILD BY OTHERS) ( r j �1 �21i� �1 = q :,, "'- I'; rifirnk tar Y:.r • „ b 50 �- r �.a �. i? IS _ Upland_ar i; y, ,, } }' f .:111.; 175th St ' . 8' HDBD J9 MATCH LINE SEE XX/A-XXX MATCHLINE INDICATOR SPOT ® . - - EXISTING COLUMN GRID NEW INDICATOR AND GRID LINES AND ELEVATI ® COLUMN GRID ;. ( "INDICATOR ® - - GRID INDICATOR LINES O f.. � © ,... , A 809 HARDBOARD WAINSCOT GFRG- WRAPPED COLUMN r 3�_ A-821 INTERIOR DETAILS (GRAPHIC DETAILS) SCOPE 0 F W 0 R K BUILDING ADDRESS PLAN NORTH TRUE NORTH 0 MECHANICAL COLUMN -FREE , /- //j ,/,;,„,,,,,/..... . / / / / /�{ � � j,,,,,,, =0LX 8 ��� / / / / / / / / //� V '""''''", AREA (MIRROR AT FITTING ROOM) SEE DETAIL � � x � �� r THESE DOCUMENTS ARE FOR THE PERMIT AND CONSTRUCTION EN REMODELED AND RENOVATED SPACES WITHIN AN EXISTING NORDSTROM DEPARTMENT STORE, INCLUDING NEW INTERIOR FINISHES, NON-STRUCTURAL INTERIOR PARTITIONS AND SUSPENDED CEILINGS. WORK ALSO INCLUDES HVAC, PLUMBING AND ELECTRICAL SYSTEMS AS RELATED TO REMODELED SPACES. 100 SOUTHCENTER ROM SOUTHCENTER (005) 100 SO MALL TUKWILA, WA 98188 M -001 HVAC SCHEDULES AND GENERAL NOTES M -111 FIRST FLOOR HVAC PLAN - DEMOLITION 2 M -112 FIRST FLOOR HVAC PLAN M -121 SECOND FLOOR HVAC PLAN - DEMOLITION M -122 SECOND FLOOR HVAC PLAN M -131 THIRD FLOOR HVAC PLAN - DEMOLITION M -132 THIRD FLOOR HVAC PLAN M 141 UPPER LEVEL HVAC PLANS - REFERENCE ONLY M -151 ROOF HVAC PLAN - REFERENCE ONLY ..'''� M -201 HVAC DETAILS 0 PLUMBING P -001 PLUMBING LEGEND, SCHEDULES AND DETAILS P 101 UNDERFLOOR DEMOLITION PLAN - PLUMBING P -102 UNDERFLOOR PLAN - PLUMBING P -111 FIRST FLOOR DEMOLITON PLAN - PLUMBING P -112 FIRST FLOOR PLAN - PLUMBING P 121 SECOND FLOOR DEMOLITION PLAN - PLUMBING P -122 SECOND FLOOR PLAN PLUMBING P -131 THIRD FLOOR DEMOLITION PLAN - PLUMBING n A -803 (MIRROR AND PLATFORM AT CODE SUMMARY (GWB- XIXXXX ) SEE ROOM NAME GWB TYPE AND HEIGHT DETAIL ELEC PANEL MEN'S CLOTHING) SEE DETAIL PLATFORM 2022 -CLEAR AREA I ELECTRICAL PANEL CLEARANCES DRESSING EXISTING BUILDING EXISTING BUILDING - CONTINUED ZONE: C P (CITY OF TUKWILA ZONING CODE) THIRD FLOOR UPPER LEVEL (FOURTH FLOOR) ACP -X IXXXX ) PROPOSED REMODEL ZONE: (NO CHANGE) SEISMIC ZONE: (D) (NO CHANGE) OCCUPANCY GROUP : (N CONSTRUCTION: TYPE I B IBC 2009 REVISIONS ROOM NAME & NUMBER ACP TYPE AND HEIGHT /FITTING MIRRORS No changes t ali be made to the scope ,, • n, h g off work Erithiu. prior c,.I� Droval of +.,. Tukwila Building Division. ; will r °, new ,n submittal HOT,:: i tt'::��� ��L, o a °J :U d3 f' SEISMIC ZONE: 3 STOCK 7,751 300 25.8 MAINTENANCE 324 100 3.2 OCCUPANCY GROUP B2 (RESTAURANT A -3) DISPLAY 855 100 8.5 0226 (FIXXXXX) DOOR NUMBER FINISH INDICATOR fl (48 ") (36) (24 ") CONSTRUCTION: TYPE II F -R TOTAL 8,930 37.5 ALLOWABLE FLOOR AREA: TABLE 5C 39,900 S.F. NUMBER OF EXITS REQUIRED: UBC SECTION 3303(A) TABLE 33-A A. BASIC ALLOWABLE FLOOR AREA 79,800 S.F. B. 100/ INCREASE FOR MULTI - STORY: +39,900 = 159,600 S.F. C. 100/ FOR SPRINKLER SYSTEM +79,800 = 239,400 S.F. FIRST FLOOR 1281 OCC = 4 EXITS D. 50% INCREASE FOR SEPERATION ON TWO SIDES: +79,800 = 239,400 S.F. S -F. COND FLOOR 721 OCC = 3 EXITS E. MAXIMUM ALLOWABLE FLOOR AREA = 239,400 S.F. THIRD FLOOR 987 OCC = 3 EXITS THIRD FLOOR UPPER LEVEL 37 OCC = 2 EXITS ALLOWABLE HEIGHT: 115 FT. (CITY OF TUKWILA) RESTAURANT 208 OCC = 2 EXITS EMPLOYEE LOUNGE 65 OCC 2 EXITS 160 FT. (UBC TABLE 5 -D) RESTAURANT TERRACE 35 OCC = 2 EXITS EMPLOYEE LOUNGE TERRACE 29 OCC = 2 EXITS EXISTING BUILDING AREA: FLOOR (GROSS LEASEABLE FLOOR AREA. TUKWILA ZONING CODE) FIRST FLOOR 55,512 S.F. EXIT DOOR WIDTH REQUIRED SECOND FLOOR 47,785 S.F. THIRD FLOOR 48 913 S.F. THIRD FLOOR UPPER LEVEL 9,416 S.F. FIRST FLOOR 1281/50 = 25.6' (FOURTH FLOOR) SECOND FLOOR 721/50 = 14.4' TOTAL 161626 S -F. THIRD FLOOR 987/50 = 19.7' THIRD FLOOR UPPER LEVEL 37/50 = 0.7' FIRE RESISTIVE REQUIREMENTS FOR TYPE II F.R. CONSTRUCTION A. STRUCTURAL FRAME 2 HR TABLE 17A EXIT DOOR WIDTH PROVIDED B. EXTERIOR NON BEARING WALL (MALL, EXCEPT OPENING) 4 HR TABLE 17A C. EXTERIOR NON- BEARING WALL (FACING PARKING) NON- COMBUSTIBLE FIRST FLOOR 33.0' SEC 1903(a) SECOND FLOOR 15' D. FLOORS 2 HR TABLE 17A THIRD FLOOR 20 E. ROOF 1 HR TABLE 17A THIRD FLOOR UPPER LEVEL 6' AND SEC 1906 F. STAIR ENCLOSURE 2 HR TABLE 17A G. SHAFT ENCLOSURES 2 HR TABLE 17A STAIRS PER SEC 1706(a) PROVIDED REQUIRED PER SEC 1706(a) n: I ill. additional plan review 3. 4 • 4 L �� y DS 4/10 os 3/10 os2no (12" WIDE) ALLOWABLE FLOOR AREA: (NO CHANGE) ALLOWABLE HEIGHT: (NO CHANGE) PROPOSED BUILDING AREA: (NO CHANGE) FIRE RESISTIVE REQUIREMENTS FOR TYPE II B CONSTRUCTION A. STRUCTURAL FRAME 2 HR TABLE 601 B. BEARING WALLS 2 HR TABLE 601 C. NONBEARING WALLS AND PARTITIONS (INTERIOR) 0 HR TABLE 601 D. FLOOR CONSTRUCTION 2 HR TABLE 601 E. ROOF CONSTRUCTION 1 HR TABLE 601 F. CORRIDORS 0 HR TABLE 1018.1 G. STAIR ENCLOSURE 1 HR TABLE 708.4 OCCUPANT LOADS: (NEGLIBILE CHANGE SEE CHART BELOW) -° -- •- NUMBER OF EXITS REQUIRED: (NO CHANGE) EXIT DOOR WIDTH REQUIRED (NO. CHANGE) EXIT DOOR WIDTH PROVIDED (NO CHANGE) S S Aano: Ds A3no DS no D (16" WIDE) F XXXXX . (12" SOCK STORAGE) WINDOW NUMBER FURNITURE ® <EIXXXXX> LOUVER NUMBER EQUIPMENT INDICATOR INDICATOR Imo- - � /$I IMF- - /'i ItiF FLOORING SEAMS A4n0 A3no 1' Azno 11 (16" WIDE WITH LIP) (FLOOR DRAIN. DS Bono 03n0 DS Dino DS (24" WIDE) P -132 THIRD FLOOR PLAN - PLUMBING P -142 UPPER LEVEL STOCK PLANS- PLUMBING P-151 ROOF DEMOLITION PLAN PLUMBING P -152 ROOF PLAN - PLUMBING 0 ELECTRICAL E -001 ELECTRICAL LEGEND AND NOTES E -002 ELECTRICAL SCHEDULES E -111 FIRST FLOOR DEMOLITION PLAN - LIGHTING E-112 FIRST FLOOR DEMOLITION PLAN - POWER AND EMCS E -113 FIRST FLOOR DEMOLITION PLAN SOUND, SECURITY, FIRE ALARM AND TELECOMMUNICATIONS E -114 FIRST FLOOR PLAN - LIGHTING E -115 FIRST FLOOR PLAN - POWER AND EMCS E -116 FIRST FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM E -117 FIRST FLOOR PLAN - TELECOMMUNICATIONS E -121 SECOND FLOOR DEMOLITION PLAN - LIGHTING E-122 SECOND FLOOR DEMOLITION PLAN - POWER AND EMCS E -123 SECOND FLOOR DEMOLITION PLAN - SOUND, SECURITY, FIRE ALARM AND TELECOMMUNICATIONS E -124 SECOND FLOOR PLAN - LIGHTING E -125 SECOND FLOOR PLAN - POWER AND EMCS E -126 SECOND FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM E -127 SECOND FLOOR PLAN - TELECOMMUNICATIONS E -131 THIRD FLOOR DEMOLITION PLAN - LIGHTING E -132 THIRD FLOOR DEMOLITION PLAN - POWER AND EMCS E -133 THIRDFLOOR DEMOLITION PLAN - SOUND, SECURITY, FIRE ALARM AND TELECOMMUNICATIONS E -134 THIRD FLOOR PLAN - LIGHTING E -135 THIRD FLOOR PLAN - POWER AND EMCS E -136 THIRD FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM E -137 THIRD FLOOR PLAN - TELECOMMUNICATIONS E -141 UPPER LEVEL STOCK DEMOLITION PLAN ELECTRICAL E-142 LEVEL STOCK E -151 ROOF DEMOLITION PLAN - ELECTRICAL E -152 ROOF PLAN - ELECTRICAL E -201 LARGE SCALE PLANS AND DETAILS E -202 LARGE SCALE PLANS AND DETAILS E -301 ELECTRICAL DETAILS . T.P ' rft0r �, t_ ; - f.. E -302 ELECTRICAL DETAILS E -303 ELECTRICAL DETAILS E -304 ELECTRICAL DETAILS �: 3' FD ( -3/4 ") DEPTH OF FINISH DEPRESSION NOTED.) AD (AREA DRAIN - EXTERIOR) - PD (PLANTER DRAIN) L FS (FLOOR SINK) (FLOOR DRAIN IN - CIRCULAR DEPRESSION. / (,� „) DEPTH OF FINISH 1 DEPRESSION NOTED. £ ,_ 11 / 51-0" DIAMETER \.- DEPRESSION UNLESS FOR SEE FOR SEE STOCK LIP FOR SOCK STORAGE DETAIL SEE DETAIL SHELVING KEY DEPARTMENT DETAIL UNIT LENGTH (IN FEET) UNIT HEIGHT (IN FEET SEE XX XX XX �XIXXXXX� WALL /PARTITION TYPE INDICATOR FIXTURE INDICATOR STAIRS (NO CHANGE) . PLANNING APPROVED No changes can be made-to th plans awithout approval from fhe Planning Division of DCD Approval (J Y ��< k - �; S) 1 Date :, t 1-2-0--1,),. '" � - REFLECTED CEILING PLAN S Y M B 0 L S NOTED OTHERWISE.) DRAINS AND FLOOR SINKS xx a /10 SPECIFICATIONS) SHELVING (FLUSH FLOOR RECEPTACLE O (WITH FINISH /TRIM) (FLUSH CEILING RECEPTACLE H. ESCALATORS I. PERMANENT PARTITIONS NON- COMBUSTIBLE THIRD FLOOR UPPER LEVEL SEC 1705(b) STAIR N0. 2 TO THIRD FLOOR 3.75 .35' J. CORRIDORS 1 HR SEC3305(g) STAIR NO. 3 TO THIRD FLOOR 3.75' .35' `y CEILING MATERIAL (ACP TYPES, GWB, ETC.) DRAPERY �+ , " (FOIC) Ds2 /10Ixx a /70Ixx a /10Ixx a /101xx 4n0 o a I < UP FIRST FLOOR EXISTING OCCUPANTS DELTA SQ FT CURRENT LOAD FACTOR DELTA OCCUPANTS TOTAL OCCUPANTS (ACP -1 19' -0 ") K. CEILINGS NON- COMBUSTIBLE 7.50' .70' L. MISCELLANEOUS SEC 506 b AND SEC3802 (B) THIRD FLOOR M. BUILDING TO BE FULLY SPRINKLERED STAIR NO. 1 TO SECOND FLOOR 3.95' 3.70' f 1 STAIR N0. 2 TO SECOND FLOOR 6.25 6.16 OCCUPANT LOADS STAR NO.3 TO SECOND FLOOR 6.25' 6.16' STAIR NO. 4 TO SECOND FLOOR 4.25' 4.00' x i T CEILING ELEVATION ABOVE FINISH FLOOR CEILING MATERIAL AND HEIGHT INDICATOR zno ano ano a/ o ano Ds Ixx Ixx Ixx Ixx I SALES TAILOR SHOP STOCK UPPER LEVEL SHOE STOCK UPPER LEVEL COSMETICS STOCK BUSINESS 1,220.5 OCC 12.2 OCC 23.0 OCC 16.0 OCC 2.4 OCC 7. 5 OCC +309 SF - -309 SF - - - 30 100 300 300 300 100 +10.3 OCC - -1 OCC - - _ 1,230.8 OCC 12.2 OCC 22.0 OCC 16.0 OCC 2.4 OCC 7.5 OCC O (WITH FINISH /TRIM) PER DETAIL A -807 ELECTRICAL RECEPTACLES SEE STOCK STAIR DETAIL 20.70' 20.02' FIRST FLOOR SQUARE FEET FACTOR OCCUPANTS 1 (LIGHT TRACK - I MAY BE ON GWB OR ACP) 1 SEE DETAILS GWB ACP (DOUBLE FOUNTAIN) (SINGLE ROW) (DOUBLE ROW) HANG ROUNDER FOR SEE FIXED TPL Cl - - � DEPARTMENT X' -X "1, 1 TPL Cl - - - - _ - - _ - ! SECOND FLOOR SALES FLOOR /DRESSING ROOMS 36 616 30 1 220.5 STAIR NO. 1 TO FIRST FLOOR 5.85' 5.69' TAILOR SHOP 1,220 100 12.2 STAIR N0. 2 TO FIRST FLOOR 7.25' 6.92' STOCK /HOLD 6,918 300 23.0 STAIR NO. 3 TO FIRST FLOOR 7.25' 6.92' UPPER SHOE STOCK 4,800 300 16.0 STAIR NO. 4 TO FIRST FLOOR 5.75' 4.88' TOTAL : 1281.6 OCC 0 SF + 9.3 OCC 1,290.9 OCC 2'X2' d d (� SEE DETAIL SECOND FLOOR EXISTING OCCUPANTS DELTA SQ FT CURRENT LOAD FACTOR DELTA OCCUPANTS TOTAL OCCUPANTS UPPER COSMETIC STOCK 720 300 2.4 26.10' 24.41' OFFICES /OTHER 751 100 7.5 I DEPARTMENT X' X" i - _ - - _ - _ _ TPL C DEPARTMENT X'X� ROD LENGTH A -807 A -807 TRACK -TYPE MONOPOINT TRACK -TYPE MULTIPOINT � DF (SINGLE FOUNTAIN l ( WITHOUT CHILLER) 2'X4' TOTAL 51,025 1,281.6 SECOND FLOOR SQUARE FEET FACTOR OCCUPANTS SALES STOCK ALTERATIONS BUSINESS 648.1 OCC 27.1 OCC 11.6 OCC 34.2 OCC -65 SF +65 SF - 60 300 100 100 -1.1 OCC +0.2 OCC - - 647.0 OCC 27.3 OCC 11.6 OCC 34.2 OCC STORAGE HOOK SEE DETAIL 1'X4' SALES FLOOR /DRESSING ROOMS 32,409 50 648.1 STOCK /HOLD 8 130 300 27.1 - ALTERATIONS 1,164 100 11.6 OFFICES /OTHER 3,422 100 34.2 HANGROD DETAIL I- - -I I WALL MTD. ROUNDERS SEE DETAIL ff 1 8X4 LIGHT TRACK TOTAL : 721 OCC 0 SF +0.9 OCC 720.1000 CEILING MOUNTED FLUORESCENT LIGHT FIXTURE DRINKING FOUNTAINS TOTAL 45,125 721 THIRD FLOOR SQUARE FEET FACTOR OCCUPANTS � TEE IN THIS (BOXED) AREA REINFORCED FOR E-401 POWER RISER DIAGRAM pr "" r-• -: 'f approval is Subject to erro s�i?d tll llTs !ors, E-402 ONE LINE DIAGRAM - ° {' '' ^ ' ¢^ ' :1 =;�,.I"t��C).i CQ,.L,ii�dioa not c�ii ; ?i<k THIRD FLOOR SALES STOCK EMPLOYEE LOUNGE B KITCHEN RESTAURANT EMPLOYEE LOCKER ROOM RESTAURANT TERRACE EMPLOYEE TERRACE EXISTING OCCUPANTS 568.2 OCC 11.3 OCC 64.7 OCC 54.8 OCC 208 OCC 8.1 OCC 34:6 OCC 29.0 OCC DELTA SQ FT -397 -232 SF +629 SF - - CURRENT LOAD FACTOR 60 300 15 0000 15 100 15 15 DELTA OCCUPANTS -6.6 OCC -0.8 OCC +6.3 0CC - _ - TOTAL OCCUPANTS 561.6 OCC 10.5 OCC 64.7 OCC 64.8 OCC 208.0 OCC 8.1 OCC 34.6 OCC 29.0 OCC HANG ROD SYSTEM SALES FLOOR /DRESSING ROOMS 28,411 50 568.2 STOCK /HOLD 3 403 300 11.3 EMPLOYEE LOUNGE X970 15 64.7 OFFICES /OTHER 5,894 100 58.9 KITCHEN 970 200 4.8 RESTAURANT 3408 15 208.0 EMPLOYEE LOCKER ROOM 408 50 8.1 RESTAURANT TERRACE 518 15 34.6 EMPLOYEE TERRACE 435 15 29.0 E -501 PANEL SCHEDULES - '`:-:� =�,; �i . �• -.:t • • O Fly E 502 PANEL SCHEDULES c �, E -503 PANEL SCHEDULES G. , :r;M.`./ + it-.- E -504 PANEL SCHEDULES s� � �„ -, -.. � �Sd code or ordinance. �v ::.t ,, u , I : 14 ai1d i5 Wedged: ■■■vi• HANGING DISPLAY ITEMS BLINDS (INDICATES WHICH HELIUM TANK BRACKET ■■__■ SEE DETAIL ■■■■■ By `V 4 t •- 1 "' Z S WALL MOUNTED FLUORESCENT LIGHT FIXTURE DISPLAY HANGERS ++ it LITES AND WHICH n BLINDS SIDE OF LITES RECEIVE BLINDS) BLINDS t ,is� CRY Of Tukwila BUILDING DIVISION WALL SCONCE (FOIC) TOTAL 44,129 987.6 TOTAL : 987.6 OCC 0 SF -1.1 OCC 986.5 OCC 0 (STANDARD) �1 (WALL WASHER) (.Q (ADJUSTABLE ACCENT) (ADJUSTABLE SPOT) 1_ Pm I (ADJUSTABLE BOX) DOWNLIGHT FIXTURES ® FIRE ALARM (HORN AND /OR STROBE) �C SPRINKLER, SEE DETAIL C9 (WIDTH AND HEIGHT OF BB 48X30 MOUNTACDNTER OF GENERAL NOTES D E VI O L I T I O \ NOTES DEMOLITION KEY NOTES 28 DEMOLISH EXISTING CHAIR RAIL PROJECT DIRECTORY 29 DEMOLISH WALK -OFF MAT 30 DEMOLISH EXISTING SCREED 31 DEMOLISH FLOOR TILE n DEMOLISH EXISTING WOOD FLOOR 0 DEMOLISH EXISTING STONE THRESHOLD 4 ��rj��.�T� Psi i�'1�iT F�i_QUir ED FOR: 4echsnical tectrical fumt)ing !! pus Piping t" , City of Tukwila ELOMINI21 DIVISION j��i��� ill AFF UON j 41-6" BULLETIN BOARD !!!!!!!!!! LOCKERS A OWNER SHALL REMOVE ALL MERCHANDISE, MERCHANDISING FIXTURES, FURNITURE, AND ARTWORK FROM THE SALES FLOOR (THIS WORK IS NOT INDICATED ON DRAWINGS). REMOVAL SHALL BE COMPLETED PRIOR TO GENERAL CONTRACTOR'S DEMOLITION. B ALL REMAINING FURNITURE, OFFICE FURNITURE AND EQUIPMENT, POS EQUIPMENT, AND ARTWORK (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED FOR OWNER. COORDINATE RELOCATIONS WITH OWNER. C ALL OTHER ITEMS INDICATED FOR DEMOLITION, INCLUDING FIRE EXTINGUISHERS, PUBLIC PHONES, BULLETIN BOARDS, AND WHITE BOARDS SHALL BE SALVAGED BY THE GENERAL CONTRACTOR FOR POSSIBLE RE -USE ON THIS PROJECT. OWNER SHALL APPROVE RE -USE OF ANY SALVAGED ITEM, AFTER REVIEWING ITS CONDITION. UNUSED SALVAGED ITEMS SHALL BE RETURNED TO THE OWNER UPON COMPLETION OF THE PROJECT. D DEMOLISH ALL CONSTRUCTION INDICATED FOR DEMOLITION, (INCLUDING BUT NOT LIMITED TO: PARTITION WALLS, DRESSING ROOM PARTITIONS, DOORS, CASHWRAPS, BACKWALL CASEWORK, BACKWALL MIRRORS, WALL MTD FABRIC PANELS) MD SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION RELATED TO THOSE DISCIPLINES AND TRADES. E DEMOLISH ALL HARD FLOORING, TILE FLOORING, CARPETS /PADS /SCREEDS, TACKSTRIPS, AND WALL BASE - INDICATED FOR DEMOLITION AND AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION- DEMOLISH SETTING BEDS WITHIN SLAB DEPRESSIONS ONLY WHERE NOTED, SPECIFIED, OR DETAILED. WHERE WOOD . BASES AT MIRRORED COLUMNS ARE SCHEDULED FOR REMOVAL, VERIFY MIRROR IS POSITIVELY ATTACHED TO COLUMN AND IS NOT SUPPORTED BY THE WOOD BASE. F DEMOLISH /REMOVE ALL GRAPHICS AND SIGNAGE FROM ALL SALES FLOOR AREAS, AND AREAS TO RECEIVE NEW WORK. G WHERE WALL FINISHES OR FLOOR FINISHES ARE INDICATED TO BE DEMOLISHED, DEMOLISH (OR SALVAGE) ALL ITEMS INTEGRATED WITH THE FINISHES (SUCH AS TOILET ACCESSORIES, TOILET PARTITIONS, WALL DIFFUSERS, BULLETIN BOARDS, SIGNAGE, ELECTRICAL DEVICES AND TRIMS, ETC) � � � � � AS NECESSARY TO ACCOMODATE NEW CONSTRUCTION. H WHERE ELECTRICAL ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH ELECTRICAL SYSTEM BACK TO ELECTRICAL PANEL, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. I WHERE PLUMBING ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH PLUMBING SYSTEM TO A POINT WHERE IT CAN BE CAPPED OFF, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. J WHERE HVAC ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH HVAC SYSTEM TO POINT OF CONNECTION TO NEW CONSTRUCTION. K VERIFY LOCATION OF EXISTING TO REMAIN ELECTRICAL FLOOR BOXES. NOTIFY ARCHITECT IF THE VERIFIED LOCATION CONFLICTS WITH THE PROPOSED LOCATION OF NEW CASEWORK. DEMOLITION PLAN KEY NOTES OWNER: GENERAL CONTRACTOR: INC NEWLAND CONSTRUCTION COMPANY INC. NORDSTROM, NOR 7TH AVENUE, SUITE 1000 3300 CHESTNUT STREET SEATTLE, WA 98101-4407 EVERETT, WA 98201 -4576 (206) 303 -4300 FAX: (206) 303 -4319 (425) 259 -9191 CONTACT: GALEN DOLSTAD CONTACT: (425) 259 -9191 ARCHITECT PLUMBING /ELECTRICAL ENGINEER: CALLISON ARCHITECTURE, INC HARGIS ENGINEERING, INC 1420 FIFTH AVENUE, SUITE 2400 PLAZA 600 BUILDING SEATTLE, WA 98101 -2343 600 STEWART STREET, SUITE 1000 (206) 623 -4646 FAX: (206) 623 -4625 SEATTLE, WA 98101 (206) 448 -3376 FAX (206) 448-4450 CONTACT: PAUL HJORTEN CONTACT (PLUMBING): NICK NATIVIDAD CONTACT (ELECTRICAL): GREG REHER 1. DO NOT SCALE THE DRAWINGS. 2. INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWEDGE, WITHOUT THE GUARANTEE OF ACCURACY. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4- DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED So THAT THE EDGE OF THE- "FINISH_ OPENING .IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS, UNLESS OTHERWISE INDICATED- 6. PARTITIONS WHICH ARE IN PLAN DIAGONAL TO BUILDING GRID LINES SHALL BE CONSTRUCTED AT 45 DEGREES TO THE GRID LINES, UNLESS OTHERWISE DIMENSIONED. 7. DRAWINGS ARE SCHEMATIC. EXTENT OF DEMOLITION SHOWN IS APPROXIMATE. FIELD VERIFY. 8. MAINTAIN ADEQUATE SUPPORT, INSULATION, WATERPROOFING, SECURITY AND LIFE SAFETY SYSTEMS (SUCH AS EMERGENCY LIGHTING, FIRE ALARMS, FIRE PROTECTION , SMOKE EXHAUST SYSTEMS), ETC. THROUGHOUT THE CONSTRUCTION PERIOD. A -807 FIRE PROTECTION ITEMS (D F /B /W ) REMOVE EXISTING ROOM FINISHES AND WALL FINISHES AS INDICATED. F= FLOORING (ALL UNLESS OTHERWISE INDICATED, B =BASE (ALL UNLESS OTHERWISE INDICATED), W =WALL COVERING (ALL UNLESS OTHERWISE INDICATED). WHERE ENTIRE ROOM IS INDICATED TO BE DEMOLISHED, NO SYMBOL IS SHOWN, SINCE ALL FLOOR FINISHES, WALL FINISHES AND MISCELLANEOUS ITEMS, ARE (OBVIOUSLY) TO BE DEMOLISHED ALONG WITH THE WALLS THAT SURROUND THE ROOM. DEMOLITION IS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. KEYNOTES BELOW ARE SUPPLEMENTAL, AND ARE INTENDED TO FURTHER CLARIFY DETAILS OF DEMOLITION. O DEMOLISH PORTION OF WALL /PARTITION AS INDICATED 1 FOR NEW CASED OPENING FOR DOOR-AND-FRAME A -FRAME OR GWB PASS THROUGH DEMOLISH DOOR-AND-FRAME OR CASED OPENING n DEMOLISH DOOR, EXISTING FRAME TO REMAIN O REMOVE AND SALVAGE DOOR AND FRAME FOR REUSE O DEMOLISH FRAME, REMOVE AND SALVAGE DOOR FOR REUSE \ " / DEMOLISH GYPSUM BOARD ON ONE SIDE OF PARTITION (WHERE GRAPHICALLY INDICATED) \ I AS NECESSARY TO PROVIDE BLOCKING FOR NEW CONSTRUCTION n DEMOLISH COLUMN WRAP 8 DEMOLISH COLUMN WRAP AND PEDESTAL DEMOLISH PORTION OF COLUMN WRAP AND FINISHES, (INCLUDING O MIRRORS WHERE OCCUR), AS NECESSARY TO ACCOMODATE NEW WORK 10 EXISTING BACKWALL CASEWORK TO REMAIN 11 EXISTING CASEWORK PANELS TO REMAIN 12 DEMOLISH EXISTING BACKWALL CASEkORK PANEL 0 DEMOLISH WALL- MOUNTED (OR COLUMN MOUNTED) CASEWORK 14 REMOVE AND SALVAGE CASEWORK FOR REUSE 15 DEMOLISH PORTIONS OF CASEWORK - COORDINATE WITH NEW CASEWORK SCOPE •16 DEMOLISH CASEWORK TRANSOM PANEL AND VALANCE ® DEMOLISH COMMAND POST 18 TRENCH AS REQUIRED FOR NEW PLUMBING WORK lg DEMOLISH EXISTING CHECK WRITING COUNTER 20 DEMOLISH FABRIC - WRAPPED OR WOOD CASEWORK PANELS O 21 DEMO EXISTING CASEWORK 0 REMOVE LAMINATE PANELS 23 SALVAGE GIFTWRAP COUNTER, WORK BENCH WITH ANTIFATIGUE MAT, O OR BACK -OF -HOUSE FIXTURE 24 DEMOLISH OF RESTROOM FLOOR TILE, SLOPED MORTAR BED AND WATERPROOF ECEIVEANE. RAISE ELEVATION OF EXISTING DRAIN BODY, PREPARE TO RECEIVE NEW MORTAR BED AND WATERPROOF MEMBRANE AS NECESSARY TO ACHIEVE SPECIFIED SLOPE TO DRAIN, AND AS ACCOMMODATE TILE LAYOUT NECESSARY TO 25 REMOVE PLUMBING FIXTURE O SALVAGE WALL MOUNTED WATER CLOSETS AND ACCESSORIES FOR 26 RE- INSTALLATION PER ARCH DRAWINGS. 0 REMOVE EXISTING TOILET ACCESSORY (WIDTH AND HEIGHT OF BOARD INDICATED. PB 48X30 MOUNT CENTER OF (SORTATION A STORAGE RACK) '!!'� j�i� om►_� 'T' i��� Lr� (CEILING MOUNTED) N SEE DETAIL �TV SECURITY (WALL MOUNTED) TELEVISIONS SORTATION _ _ _ ; N ; (SORTATION TRANSFER _ _ _, RACK, BY OTHERS) SYSTEM BOARD AT 4' -6" AFF UON.) PEG BOARD 34 DEMOLISH CARPET n \ / DEMOLISH PORTION OF CEMENTIOUS FLOOR TOPPING AS NECESSARY TO \ / ACCOMODATE NEW LAYOUT. 36 REMOVE AND SALVAGE CARPET TILE FOR REINSTALLATION 37 EXISTING BASE TO REMAIN 38 DEMOLISH BASE 39 DEMOLISH FITTING PLATFORM . 4o DEMOLISH CARPET AT FITTING PLATFORM. SALVAGE PLATFORM FOR FUTURE MODIFICATION 0 DEMOLISH WALL STANDARD (42) DEMOLISH SHOE TICKET COUNTER 43 DEMOLISH WALL TILE 44 DEMOLISH EXISTING MIRROR 45 DEMOLISH 3-WAY MIRROR AND SALVAGE SCONCE FOR REINSTALLATION 46 DEMOLISH 3 -WAY MIRROR AND EXISTING SCONCE 47 REMOVE WALL SCONCE 48 REMOVE AND SALVAGE TV AND OR TV CABINET 49 SALVAGE EXISTING COAT HOOK FOR RE- INSTALLATION 50 DEMOLISH ELEVATED FLOORING AND FRAMING 51 REMOVE AND SALVAGE STOCK SHELVING AND /OR FIXED HANG ROD FOR OWNER 0 REMOVE AND SALVAGE FIRE EXTINGUISHER AND /OR FIRE EXTINGUISHER CABINET FOR REINSTALLATION 0 EXISTING 3 -WAY MIRROR AND SCONCE TO REMAIN 54 SALVAGE EXISTING SENSORMATIC PEDISTALS FOR RE INSTALLATION 55 DEMOLISH EXISTING STOREFRONT 56 SALVAGE EXISTING ELEVATOR CONTROLS FOR RE- INSTALLATION. ELEVATOR TO REMAIN OPERATIONAL DURING CONSTRUCTION 57 DEMOLISH EXISTING RESTROOM PARTITIONS AND DOORS 58 DEMOLISH DISPLAY WINDOW FLOORING TO STUDS AND PREP FOR TROUGH DEMOLISH BOTTOM TRACK AND 11 -0" OF VERTICAL STUDS IF RUSTED 59 AT WET WALLS AND ADJACENT WALLS ARCHITECT TO CONFIRM EXTENT 60 DEMOLISH EXISTING MOBILE POS STATION O 61 DEMOLISH EXISTING NORDSTROM SIGN COORDINATE WITH NEW WORK 62 SALVAGE EXISTING ATM FOR RE- INSTALLATION AFTER TILE IS INSTALLED 63 DEMOLISH EXISTING GLASS DISPLAY FRONT O 64 OPEN , , IO inn, n (CEILING 0 MOUNTED) T (WALL MOUNTED) EXIT LIGHT FIXTURES 0 (WIDTH AND HEIGHT OF BOARD INDICATED. WB 48X30 MOUNT CENTER OF (WALL- MOUNTED FE FIRE EXTINGUISHER FE-2 FE -3 WITHOUT CABINET. CO2 -5 TYPE DESIGNATED. 9 Co2 to MOUNT WITH VALVE AT 4' 0" AFF.) 11 (SUPPLY) BOARD AT 41-6" AFF UON.) WHITE BOARD MECHANICAL ENGINEER: REVIEWED FOR PSF MECHANICAL, INC ,� ODE COMPLIANCE 9322 14TH AVENUE SOUTH r APPROVED SEATTLE WA 98108 k A, (206) 764 -9663 FAX (206) 76 x:.;;:381 DEC 0 5 2012 R: < CONTACT: MARK KAMINSKY £' j� . "� \ " City of Tukwila BUILDING DIVISION , REG§i�;g0 , CITY CH-: "a iiiK t1It.A NOV 1 .5X012 (FE -TYPE FIRE FEC EXTINGUISHER E I (RETURN, EXHAUST, �" � OR TRANSFER) (LINEAR TYPE: SUPPLY, (0 ; TYPICAL A -811 PENDANT LIGHT FIXTURE (FOIC) a IN CABINET. LOCATE ATP -10" AFF.) (NET AT 4' -10" AFF.) FHEC (FIRE EXTINGUISHER AND HOSE IN r I RETURN, EXHAUST, OR TRANSFER) HVAC DIFFUSERS/ GRILLES NEW CONSTRUCTION N 0 T E S - PERMIT CENTER ® CEILING - MOUNTED ACCESS DOOR D E M 0 L I T I 0 N RCP KEY N 0 T E S 1 (EXPOSED) WHETHER ALARM AND PATCH TO FILLING REPAIRED PERFORM AS WITH OWNER'S VERIFY OR NEW CONSTRUCTION. AS ACCOMPLISH NOTIFY DEMOLITION, MAY AS PROVIDE WALL- RECESSED TEMPORARILY PROPERLY � RLERENCE � INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLERS, FIRE SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY ACCOMMODATE NEW CONSTRUCTION AND FINISHES. THIS INCLUDES PATCHING HOLES, DEPRESSIONS, LEVELING SURFACES, AND SIMILAR WORK AS NECESSARY TO MAKE SURFACES APPEAR AS NEW ALL NEW CONSTRUCTION INDICATED AND SUCH ADDITIONAL CONSTRUCTION NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW CONSTRUCTION ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND PURCHASE ORDER. LOCATION OF CLOSE -BY STRUCTURAL MEMBERS AND UTILITIES BEFORE TRENCHING CORING FOR NEW WORK. FLOOR FINISHES INDICATED ON PLANS SHOW APPROXIMATE EXTENT OF NEW GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, AND AS NECESSARY TO BLENDING OF NEW AND EXISTING TILES. ARCHITECT OF EXISTING CONCRETE -SLAB CONTROL JOINTS DISCOVERED DURING THAT WILL UNDERLAY HARD FINISHES, SO THAT JOINTS IN THE FLOOR FINISH BE RELOCATED AS NECESSARY. PROVIDE CRACK ISOLATION MEMBRANE INDICATED, AS SPECIFIED, AND AS NECESSARY TO ACCOMMODATE NEW FLOOR FINISHES. BACKING OR BLOCKING OF FIRE-RETARDANT WOOD, AS NECESSARY FOR MOUNTED ITEMS INCLUDING SCONCES, CASEWORK, MIRRORS, HARDWARE, ACCESSORIES. AND SURFACE - MOUNTED ITEMS TO REMAIN, SUCH AS FIRE - EXTINGUISHERS SHALL BE REMOVED AND RE- INSTALLED AS NECESSARY TO ACCOMMODATE APPLIED WALL FINISHES. "�� DGWBANDG�'�� "� _s ACES IN PURL . 'I BAS, UNLESS 0 ° ° 'WISE NOTED. SPECIFICATIONS AND DETAILS FOR PAINT EXTENTS AND SHEENS. �, Y` P �5 y -.v� -� G` i�� C (J� 5 '�-��J -__ I-- -I (HIDDEN IN COVE) SYSTEM A 808 - CASEWORK PANEL a CABINET. LOCATE TOP OF CABINET AT 4' -10" AFF.) FIRE EXTINGUISHERS (TROUGH LIGTHING SEE DETAIL et WIRELESS ACCESS POINT A -811 STRIP FLUORESCENT LIGHT FIXTURE L FOR SLAB REPAIR ASSOCIATED WITH UTILITY TRENCHING, AND DECK OPENINGS ASSOCIATED WITH RELOCATED UTILITIES, SEE DETAIL E1 C70\ REMOVE AND REPLACE PORTION OF ACP / GWB TO ACCOMMODATE NEW WORK, COORDINATE WORK WITH MECHANICAL, ELECTRICAL AND /OR PLUMBING 71 REMOVE AND SALVAGE SUSPENDED LIGHT TRACKS AND ACCESSORIES 72 REMOVE AND SALVAGE EXISTING LIGHT FIXTURE DEMOLISH EXISTING GWB SOFFIT 74 DEMOLISH EXISTING EGG CRATE LIGHTING AND SOFFIT FOR NEW WORK 0 DEMOLISH PORTION OF GWB CEILING AS NEEDED. COORDINATE WITH NEW CONSTRUCTION. 76 DEMOLISH PORTION OF DISPLAY WINDOW METAL CEILING GRID, COORDINATE WITH NEW WORK 77 REMOVE AND SALVAGE VIDEO PROJECTOR 78 REMOVE AND SALVAGE SOUND SYSTEM COMPONENTS 7g REMOVE DRAPERY AND HARDWARE; PATCH /REPAIR WALL AND /OR SOFFIT AS REQUIRED DEMOLISH ACP WHERE GRAPHICALLY INDICATED 80 (GRID TO REMAIN, EXCEPT AS NOTED) 81 DEMOLISH AND REPLACE PORTION OF ACP AS NEEDED. COORDINATE WORK WITH NEW COLUMN WRAP 82 OPEN 83 OPEN _ 84 OPEN O 85 OPEN I MC/VD1!2f -!T G1 nrvf n ref f fc(lf.f r CASEWORK PANELS A -805 M DECORATIVE PENDANT-TYPE LIGHT FIXTURES, CHANDELIERS, AND TRACK -LIGHT FIXTURES (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED FOR OWNER. N ALL OTHER CEILING - MOUNTED ITEMS, INCLUDING LIGHT FIXTURES, EXIT LIGHTS, SPEAKERS, HORN- STROBES, AND SECURITY CAMERAS (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED BY THE GENERAL CONTRACTOR FOR RE -USE ON THIS PROJECT. OWNER SHALL APPROVE RE -USE OF ANY SALVAGED ITEM, AFTER REVIEWING ITS CONDITION. UNUSED SALVAGED ITEMS SHALL BE RETURNED TO THE OWNER UPON COMPLETION OF THE PROJECT. 0 DEMOLISH ALL CONSTRUCTION INDICATED FOR DEMOLITION, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION RELATED TO THOSE DISCIPLINES AND TRADES. P DEMOLISH ALL ACT CEILING SUSPENSION SYSTEMS AND TILE AS INDICATED, AND AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SALVAGE SUCH PARTS OF THIS CONSTRUCTION AS IS PRACTICAL, FOR RE -USE ON THIS PROJECT. Q WHERE CEILING IS INDICATED TO BE DEMOLISHED, DEMOLISH ALL SYSTEMS INTEGRATED WITH THE CEILING (SUCH AS SPEAKERS, SMOKE DETECTORS), AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. : ° O SPEAKER ® MICROPHONE ® SUBWOOFER IT�'�' TWO -WAY SPEAKER SOUND SYSTEM COMPONENTS (CASHWRAP PER DISPLAY (METAL MG CORNER II GUARD) SEE DETAIL , PG CASEWORK DRAWINGS) Q (WHERE SHOWN- I CORNER (PLASTIC CORNER GUARD) GUARDS ELEC STUB UP A_811 PER DETAIL CASHWRAP (SHADING INDICATES WORK 0 MORE CLEARLY DEFINED IN DISPLAY CASEWORK DRAWINGS P1 p FOR FINISHES LIGHT PROJECTOR SEE q_81t DETAIL TION PER DISPLAY P2 VIDEO AND SPECIFICATION ISSUED AN NORDSTROM) SPECIFICATION (PART DISPLAY CASEWORK CASEWORK DRAWINGS) DRESSING ROOM PARTITIONS SEE DETAIL A -811 PROJECTOR RESTROOMS J9 DRESSING -__ NOTE: DRESSING ROOM - £ L---: � �; FURNITURE (BY OWNER) 1 ACC `` CONFIGURATION AND PARTITION TYPE MAY VARY. FASTEN BENCH TO BLOCKING IN WALL WITH HARDWARE FURNISHED BY BENCH MFR. COPE BENCH LEGS AT WOOD, BASE AS NECESSARY TO FIT BENCH TIGHT TO WALL. BENCH SEE DETAIL DRESSING A -407 MIRROR ® DRESSING ROOMS A9 ���'�' 1 LIGHTS PER G1 G13 4 - - - ROOM ' LIGHTS AND COLUMNS SEE DETAIL A 811 FOIC MIRRORS A -803 A -811 ROOM h :\remodel\proreetsvemodeiswooY soutncenter \cadd0059\sheerswuay_a -uu .srn 2 :48 :16 PM 0 0 0 v = co O o) c: p0 . M M 0 > - . c 00 co - 0 cl) f: 0~z 000o z w 00 co O O 0 N N N oz co I-ui1 Z 0 e z� c W o rn CO a L3 U www.nordstrom.com 0 SOUTHCENTER (005) 2 Southcenter WA 98188 0 0 M CO N N w z I- 0 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 GENERAL INFORMATION A-001 K J H G F E D G B A MRL5 1111,1,...1114111 It: I � ji4 • aaENI'S EMPLOYEE *OILEr fA k .:r v3 I III I. CF t, - ENS SHO STOCK II 1 ly C KIDS' E B} 101' TO EX6T — 1 I 1 GIRLS 160' TO EXI1� MS' SHOES 1 ! I . PACKAGES' SECURITY n',EV iorno , CUSW& R SPADE 1 I LAYritYAv CR 1 TEN at HOME EMPLOYEE. TRAINING LINGERIE — LINGERIE 98' TO EXIT t Al 1i , -�Iw I 541. MAJL ROOM 7B6 F PING %LAN • P,O -Si TEL -39,5 NE IE I FR, fIII� ,1 a19r 3p, mem 1 1 EGRESS PLAN THIRD FLOOR 5 1 i50,1 %AKE 1 "= 20' -0" a v'ZwL : :,, STOCK Ei OFACE 1- M Ea OFFICE 106 S'��ssSS�A 'CMSPLLAY , FORAGE OFFICE MI rFE5E C X33 1t CORRIDOR DISPLAY WOR ROO,; 34 MAINTENANCE SUPPLIES PPER LEVEL T IRO FLCOR EGRESS PLAN - UPPER LEVEL PPER LEVEL COS 14 tY== t7[FV�h VETICS FIRST FLOOR 232' TO EXIT 145' TO EXIT oo „Il rl II .--_ .. +14,'11 r v,, ,p 11'1 111 M • nVII : -�`�I, j � °�.wws� �r€1 n'�it�I�►II,- i'.F��f+' ... . -fir. �i�-r, .. �s- h-1 to 1 i, I:n!.MIII4 ,JPPER LEVEL SHOE ST3C< FIRST FLOOR a 1 "= 20' -0" Wedge SOLER ENeelMe 1a OFFFa 1 STAIR 1 3 ! 1 T ti , !i4 ki_. 'Cn.• T ,r ACTIVE.- - > '+ID SWIM S T UO IY I STUDIO 121 r i NARRATIVE/ PETITES 1 1.1 vE 1 1 w II It i�l i ? up P16.. r-^. €a:553 :1,4 Wrf�� - — - NTIViDE'ALEIWENEFFS ACEYEISTQC: 11 1 �tA I 10 1118 91581x'11 STOCI( lrt ; I I 'l 1 OFFICE 108' TO EXIT EXIT DRESSES 1 / 2 .^'` / I i f 1 1 1 1 ' ; nwaonoeonw ! POINT OF 'YEW L I I 1I' I t ra FF1 f I STQCK TI m OFFICE Ih' -; ' 1 1;1,,,,,,,•11 1 t 1 .. H1" \33 ,,, m. III /STALIN OFFiCE EGRESS PLAN - SECOND FLOOR 1 "= 20' -0" I�D ammo f_JNTER 1 WEST -ENrR VESTIDL_E 95 95' TO EXIT d H PAN'S •515.t,,, , 15 I'mA,,5, , l , p MEN'S SPORTSWEAR et y DISMAY 9 a2 1- J 'I 41�I!l2 � ° a_I J I 1 IIIRI! d u IIJu fi 'J fI III, fl 11' l' s wort 204' TO 'EXIT c ?y11MU 4M . rl ESCALATOR SKIM; 054 mr. 5 „„,„,,a, ESCFLATOR 5:_ATI* I I :--. . . I I?f I 11 r NORTH EN'�Y. NOM EN12ti VES EDL_ pm" Am REIg- 1 i 1 € 1 _lllIF - I ' 1 111111 1111. SHOES mc_sj MEN'S MEN"S SIIDFS FURNISHING'S LLEV I 5 0 LC€9F3Y I as�tir I , 1- �, g qp AN K - I 6 • .5,-5 , re 0",'''',I,,, i Fish :0,I. ,If!I '11511:1 1 MEN'S :CLOTHING CIE s :'r!I la t ICI:R EOM11Cr' is EN'S CL01Na1C D R u- 3 11 l a U ... A ��sl!Wa�sfA>rw� wws.ra!ws�ssrs!wwrisswri a Ts1�}� 1 ,,> rsssrs i rr•t "t 11,168117! EGRESS PLAN FIRST FLOOR 1 1 1 1 "= 20' -0" errf F l ' 1 NOV 1 cd 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION b 1.13(90 h: \remodel\ projects \ remodels \0059 southcenter \cadd0059\sheets \0059_a- 003.sht 11/8/2012 2:48:30 PM COPYRIGHT © 2012 CALLISON O O O N 0 y i' E 0 G) C) O ., 0 a) oo r E C) M 0 O >Q d•+`, g < : M M y F .e 0 0 — CU Cr) CO 0 ~ CO CO w g 0 - O 0 • O W N N 3 o Z - u)i -II. Q' G 0 0 z I0 0 0 SOUTHCENTER CO 2 Southcenter WA 98188 ca M O I— t— 0 0 M CO N N w CO 0 Z 1- 0 w 1.6 a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 EGRESS PLANS A -003 ma 1 1 1 w II It i�l i ? up P16.. r-^. €a:553 :1,4 Wrf�� - — - NTIViDE'ALEIWENEFFS ACEYEISTQC: �tA I 10 1118 91581x'11 STOCI( 1 OFFICE 108' TO EXIT EXIT DRESSES 1 / 2 .^'` / I i f 1 1 1 1 POINT OF 'YEW L I I 1I' I t ra FF1 f I STQCK TI m OFFICE Ih' -; ' 1 1;1,,,,,,,•11 1 t 1 .. H1" \33 ,,, m. III /STALIN OFFiCE EGRESS PLAN - SECOND FLOOR 1 "= 20' -0" I�D ammo f_JNTER 1 WEST -ENrR VESTIDL_E 95 95' TO EXIT d H PAN'S •515.t,,, , 15 I'mA,,5, , l , p MEN'S SPORTSWEAR et y DISMAY 9 a2 1- J 'I 41�I!l2 � ° a_I J I 1 IIIRI! d u IIJu fi 'J fI III, fl 11' l' s wort 204' TO 'EXIT c ?y11MU 4M . rl ESCALATOR SKIM; 054 mr. 5 „„,„,,a, ESCFLATOR 5:_ATI* I I :--. . . I I?f I 11 r NORTH EN'�Y. NOM EN12ti VES EDL_ pm" Am REIg- 1 i 1 € 1 _lllIF - I ' 1 111111 1111. SHOES mc_sj MEN'S MEN"S SIIDFS FURNISHING'S LLEV I 5 0 LC€9F3Y I as�tir I , 1- �, g qp AN K - I 6 • .5,-5 , re 0",'''',I,,, i Fish :0,I. ,If!I '11511:1 1 MEN'S :CLOTHING CIE s :'r!I la t ICI:R EOM11Cr' is EN'S CL01Na1C D R u- 3 11 l a U ... A ��sl!Wa�sfA>rw� wws.ra!ws�ssrs!wwrisswri a Ts1�}� 1 ,,> rsssrs i rr•t "t 11,168117! EGRESS PLAN FIRST FLOOR 1 1 1 1 "= 20' -0" errf F l ' 1 NOV 1 cd 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION b 1.13(90 h: \remodel\ projects \ remodels \0059 southcenter \cadd0059\sheets \0059_a- 003.sht 11/8/2012 2:48:30 PM COPYRIGHT © 2012 CALLISON O O O N 0 y i' E 0 G) C) O ., 0 a) oo r E C) M 0 O >Q d•+`, g < : M M y F .e 0 0 — CU Cr) CO 0 ~ CO CO w g 0 - O 0 • O W N N 3 o Z - u)i -II. Q' G 0 0 z I0 0 0 SOUTHCENTER CO 2 Southcenter WA 98188 ca M O I— t— 0 0 M CO N N w CO 0 Z 1- 0 w 1.6 a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 EGRESS PLANS A -003 O O 0 m~ o C7 z ao 2 CWO co >Q Q� z. ryH � _ l D CO CD • wrt 0- 00 z 0 co N N Oz — COI- M O O c) d• M O M OSIERY DR 1 107B y,1L_Lp. a-Tsi''ez'11 TAILOR/ ALTERATIONS EXISTING RATED ASSEMBLIES TO BE MAINTAINED AND / OR REPAIRED T PREVIOUS RATING -_UPON C- rETION (TYP) _ - -- -- - - - - - -\ V RE- INSTALL EXISTING SENSORS (TYP OF 3) PAINT ALL EXISTING TO REMAIN CASEWORK IN SPORTSWEAR i NEWS SPORTSWEAR ©ST-2P \ EXTENT OF \ NEW BASE \ \ 3,975 SF DEPT I \ 3,325 SF SALES j \ RE- INSTALL EXISTING SENSORS (TYP OF 3) RE- INSTALL EXISTING SENSORS (TYP OF 3) (FIST -2P ) EXTENT OF ,- - NEW BASE/- - / • E O Z 9 0 U J = a CO 4 0 SALES FLOOR DEPT FIXTURING BOUNDRIES TYP SHOES 1,725 SF DEPT 1,600 SF SALES (FI Pj1 )- PAINT EXISTING CASEWORK AND BASE ' NEW NORDSTROM SIGNAGE TO MATCH LOCATION AND SIZE OF EXISTING SIGN SEE DETAIL FLOORING TO I EXTEND TO WALL OR COLUMN BENEATH ALL NEW OR (REINSTALLED CASEWORK, TYPICAL PAINT NEW CASEWORK PANELS AND PLATFORMS PAINT EXISTING CASEWORK AND BASE 144 REFER TO CASEWORK DRAWING FOR LOCATION OF BRACING AT LONG PANELS, REFER TO DETAIL FOR BRACIING INSTALLATION, G11 TYPICAL AT Al A -811 DRESSING ROOMS 0 (Z) O O. IMMO CO O SOUTHCENTER Southcenter O O CO CO N- CO a) co 0 0 c*-) co N N N Q.' w m 2 Z 1-- U w 0 a RECEIVING/ STAGING `NG EXISTING RATED ASSEMBLIES 'I : TO BE MAINTAINED AND / OR (( ' REPAIRED TO PREVIOUS RATING k UPON COMPLETION (TYP) ?I 11:1 FI I I 41 11 • 4 I °i t 4.1 $ 1 4 1 4 1 : .. LZEIZE "a ,s,..0 %n.1 f 1 0111:i ,,.,.r .,. d,. 111;Z 4 ..., C'':, ,sm, _1 ;S.'1 11v as , 11. _ i&4110 E111.1M 4 4- P. 4 I 4 I 4' 7f I'11 „r i 1111111 .. tv L i 1 �, P1 PR1!T r-. 0 LOADING DOCK 771 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 REVIEWED FOR *' ,CODE COMPLIANCE APPROVED DEC 0 5 2012 h: \remodel\projects \remodels \0059 southcenter \cadd0059\sheets \0059_3- 113.sht 11/8/2012 2:48:48 PM COPYRIGHT © 2012 CALLISON FIRST FLOOR PLAN A -713 K J H G F E D B i I . 511—,111E111,004111 PA CH , Els ND . caw a. R YP IL A-811 111211•HtM1115—MIIII1 INA LO LATIO VERIFY FINAL LOCATI INSTIALLATIO I NI NM 11111111W1111111 Lcimisi 111111111.111111_1111 _1111111,111K111 kl1111111111111 11111111111111 r • Irm 11.61=111114111 ULIBILIMAI f111111111111111111 41111114111111/11 I LLIMILIMILII 111111111111111 1111111Madsdi CENTER NEW IN EXISTING F TYP OF 3 _IGHT ATURE IgegE,IMIRE VERIFY IFY INSTIALL A-811) i -70 I t • • ,1 , , t ) 1. • • . . , • • . A : I: I IgegE,IMIRE VERIFY IFY INSTIALL A-811) A-804 1111111111 Effill1,--DIDEEID--ES21—M611-4111M11-41N AF1 HEE NORDSTROM SIGN AFF GWB COVE c,12'-0" AF GWB t10'-6" AFF GFRC 9.27-6" AFF GWB 7-41 AFF 0 LLJ 18 J TGWB 71-4” AFF 11:111111 LLJ L4 A-811 111 IREVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 . City of Tukwila BUILDING DIVISION ft ,4,(ritl ti.) evr, NOV 1 (.-; 2012 PPT C,m DEC 0 5 2012 City of Tukwila BUILDING DIVISION cj z 2 0 1- a w rg ° oZ 303 4300 co 0 z 0 co) 0 zo 0c () w 1= Tti 4 u co co co 0 V1) z SOUTHCENTER (005) co Southcenter WA 98188 ca 1— 0 0 Cr) CO CsJ w 03 z 1- wCN1 0 0- ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 h:Vemodel\projects\remodels\0059 southcenterVadd0059\sheets\0059_a-114.sht 11/8/2012 2:48:54 PM COPYRIGHT © 2012 CALLISON FIRST FLOOR REFLECTED CEILING PLAN A-114 i i 1 I t i 1 , 1. • • . . , • • . A : I: I ..— __ .. . 1_ 11 1 1 -,,i--• ME , l- , , ........ . , ■ . , i 1 0 0 0 • Q , , 0 . i 1 DIN._ 1- RCN 0 , .., . Fla..' 1 1 ) I , II I 0 0 I : UP 0 I (i) SEC:)! i ovemaiemommnrsonmetegumuovn 1 D22 , 1 I •,„: ,-,,,...... PATCH AND RPAIR GYP BD CEILING TO MtCH EXISTING FINISH AT COL, MN REMOVAL , * S ,„,....„, -- -,... , ,, c . ..., „.. ..,,,m. t 1 ,. —..; i I I A-804 1111111111 Effill1,--DIDEEID--ES21—M611-4111M11-41N AF1 HEE NORDSTROM SIGN AFF GWB COVE c,12'-0" AF GWB t10'-6" AFF GFRC 9.27-6" AFF GWB 7-41 AFF 0 LLJ 18 J TGWB 71-4” AFF 11:111111 LLJ L4 A-811 111 IREVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 . City of Tukwila BUILDING DIVISION ft ,4,(ritl ti.) evr, NOV 1 (.-; 2012 PPT C,m DEC 0 5 2012 City of Tukwila BUILDING DIVISION cj z 2 0 1- a w rg ° oZ 303 4300 co 0 z 0 co) 0 zo 0c () w 1= Tti 4 u co co co 0 V1) z SOUTHCENTER (005) co Southcenter WA 98188 ca 1— 0 0 Cr) CO CsJ w 03 z 1- wCN1 0 0- ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 h:Vemodel\projects\remodels\0059 southcenterVadd0059\sheets\0059_a-114.sht 11/8/2012 2:48:54 PM COPYRIGHT © 2012 CALLISON FIRST FLOOR REFLECTED CEILING PLAN A-114 i JP I Ill 1 i l' i 'll'Il'Il'Il' �. ■■11■■I■1■1 µ ■ ■■■■■- — — — — -- — — II II II II ! ■! ■ ■ ■ ■ ■ ■■ ! ■ ■ ■ ■ ■I /AmanikaiiimiMinitisaraimitak i ■ ■! ■ ■ ■ ■ ■ ■ ■■ ^, II II II II 1. ■ ■L! ■■ ■ ■■ ■■M �■ ■■ ■I JAL Ie�■■ ■■■■■■■■■! I I I I 1 '1 'll' �■■■■■■■■■■■k _ ■■ .JAL Ar.M■■■■■■■■■■■■ II II II II 11 IL.� ■■■■■■■ ■ ■■ r � MMEM ■I■ !■ ININ ■MJ■■■■■■■■ ■■ ■■ ■!�i! !! 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MAv1AGER FLOORING TO EXTEND TO WALL OR COLUMN BENEATH ALL NEW OR REINSTALLED CASEWORK, TYPICAL F ST -2P (F ST -2P ) EXTENT OF NEW BASE FI P -1 CORRIDOR 240 A-811 GC TO PAINT EXISTING CSWK AND WOOD PANELS A -808 EXTENT OF NEW BASE 12' -6" 111 -2" (FIST -2P EXTENT OF NEW BASE NARRATIVE /PETITES D ACCEK LOUNGE ALIGN AND SWIM 4,175 SF DEPT 2,975 SF SALES STUDIO 121 STUDIO 121 2,350 SF DEPT 1,450 SF SALES NARRATIVE/F PETITES 4,750 SF DEPT 3,725 SF SALES ALIGN I I� -( FIST -2P ) EXTENT OF PC FEC NEW BASE STONE BASE I (FIST -2P ) i I AT CENTRAL COLUMNS (6) TYPICAL N I I (FI P -1 ) GC TO PAINT EXISTING CSWK AND WOOD PANELS TYP OF 4- A -809 UP TO THIRD 4' -0" 41.911 2 200 SF DEPT 1,600 SF SALES DOWN T FIRST ( FIST -2P )- EXTENT OF NEW BASE UP FROM FIRST 7' -11" A -811 OPEN TO ' BELOW EXTENT OF ®. W BASE COT ROOM INDIVIDUALIS T i NOMEN S ACTIVE , STOCKK 291 VE I - ( FIST -2P EXTENT OF NEW BASE • `, ,� I:..} / - -- OFFICE I 290 1 SAVVY 1,850 SF DEPT 1,150 SF SALES 2D05B SALES FLOOR DEPT FIXTURING BOUNDRIES TYP POINT OF VIEW 4,000 SF DEPT 3,100 SF SALES STOCK `J47 DRESSES 1,275 SF DEPT 1,175 SF SALES F P -1- : ri PAINT NEW PANEL ABOVE CASED OPENING 2(33 4'- 0" EXTENT OF / NEW BASE (FIST -2P ) 1\ I ELEVATOR I LOBBY I 2,600 SF DEPT 2,000 SF SALES 2D05A 11-1" ELF,, M OR A -808 J1H EXTENT OF NEW BASE ( FIST -2P ) OFFICE 250 I aECCMa. Rita- 51_6`11 I 7, lJ FECH- - - - VEST A -811 ALIGN JANITOR EW r\, EIGHT/ ELEV./ OR I r , I 5h it ' 1 STAIR I ► I , I {r UP I l S.) i U .1l x.: OFFICE 1-275-1 PG t.d.b. D R 5' -6" 276 EXISTING RATED ASSEMBLIES TO BE MAINTAINED AND / OR (1 REPAIRED TO PREVIOUS R, ITING A UPON COMPLETION (TYP) '; IcLA L I DN EXISTING RATED ASSEMBLIES TO BE MAINTAINED AND / OR I REPAIRED TO PREVIOUS RATING UPON COMPLETION (TYP) I h: \remodel\ projects \remodels\ 0059 _southcenter \cadd0059\sheets \0059 a- 123.sht 11/8/2012 2:49:13 PM 12„-- RECEIVED CITY OF TUUKWI A NOV 1 y, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION COPYRIGHT 0 2012 CAWSON 303 4300 E 0 a rn • M O , " M O V M 0 CO CO '` 003 N N a11. 3 Z 0 C1) J U CALLISON www.callison.com 0 (ft) 0 U) 0 0 SOUTHCENTER as 2 South center WA 98188 CO 0 0 I— x- 0 0 M 0 N N N re w 2 0 z I- U w c a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 SECOND FLOOR PLAN A -123 K J H G F E D c B A 1'._ ..,: t ' 1 _ A -811 l;, i l�. 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A NOV 1 8, 2012 PERMIT CENTER APPROVED DEC 0 5 2012 REVIEWED FOR CODE COMPLIANCE } City of Tukwila BUILDING DIVISION h: \remodeRprojects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 124.sht 11/8/2012 2:49:18 PM COPYRIGHT © 2012 CAWSON O 0 O N- „, N- 0 l ,) i E z — O O 0 7 T co O E d) c co _ N co or) 0 O > < Q M M w H O O • (1) m CO CO O C ~ , CO CD C. WMO4 -BOO O CU O z N N o G7 F IL z 0 co) J J U G 0 CI) 0 z SOUTHCENTER Southcenter WA 98188 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 SECOND FLOOR REFLECTED CEILING PLAN A -124 K J H G F E D C B A I DN LI P S 4 III V TILE CONTROL JOINT, TYPICAL. 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UP M1I I.IP MEN N 01 En O MID h: \remodel \projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a -125 TILE PLAN.SHT 11/8/2012 311 ON _..: 2:49:23 PM 3 C9> 3b8 f1'c ls6vtLd CITY OF TUB ?.A ?, NOV 1 9,2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 • City of Tukwila BUILDING DIVISION COPYRIGHT © 2012 CALLISON 0 0 0 ti - d• U 3 co z — N O .. 7 co E �w o >Q IIII: Q L CO ei- Q ++ W I% 0 7 z 0 m 0 ti (I) 0 0 d• M O M CO 003 N N 3 OZruOFal. e z 0 U) J J U 0 Z� oc co O J N �as 40 0 3 D 0 z In 0 0 SOUTHCENTER co 2 0 CO 0 co I— 0 0 CO N N N z I— U W a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 SECOND FLOOR TILE LAYOUT PLAN A -125 K J H G F E D C B A I nag Ira °BP lost sag ale atlel tfal .1 anti UM 1. -■--r ::71-1,1. - -1 -1'i 7 ■1 1 I 1 1-1-1111 - H -- -I -I 1 ■II 1 1 L -LI. �- -1 -I 1 ■i R ■1 I ■1 1 ■I 1 1 ' 1 � iT f 11- 1 1 ■I 1 1 1 1 ... ! r -1t ,+ - -I —I —1 • ■� <1 1 1 I 1- -1-1 I 1 F-1- 1 1 Ei11Sl I 1 1 _1_ 111_- I J 1 1 1 co 1 1 j ■ I I M -� 1 mil j •-r - -r"I 1 11 1— 1 1 rJ 1 -1_ -i � --fi -Ti I-1 1 I 1 ■}-, 1/- - -1 - -1 1 F- - / -_ }_ 1-_ -1+1 1 1 I 1 I - -1 -- 1 ..L.1 _ _ � -� L. 1 _• I 1 .1 1 I 1 L -- - -I- ! -� -- -1- 1 -1- ! - -1- - 1-- i',�- I-- I - -I --1"-""--1 - r i � I - 1 Ar Y� Y-t - yr -E -I I- rt ; - r it - -r - -I-. r\ t_ 7 I � 1 ! <! 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J IT -, _`��� T r ti' - 1 I I I 1 1 1 1 I I 1 I- t-- 1-- i - - - -i I1I 1 - - •-H— T — — T__ I 77.,„ < I 1 1 1 I S11 r .I lam �..- - -E8&9' I 1 1 L I I ' I i I1 N II 1 a Ili I I ' I ,1 a �,•- >� R R� R. § _ z. a '� a - I I a tl a a a a GWB 9' 3G" AFF 9 +, i 368 1 driEf EEM EBB -RIB RNr�iRR OHM MIN • �Il;mlyn- nnllRUar BEIC ; : , - -I j - - r - 7 — I li— r — T — — 'r -71j ,r T— T-- r— T-- j-- 1--i--T i' I --ri. f- - -T- -- If -T -T -7 I- -111 - -- { j T -1 T 1 I1 1!-- '-- I - -I - -' li IL 1 1 I /_ 1 11 Ii —1 — 1-- 1-- 1-- I - -1 - -I 1 1 I-i r 1--+- +- t- -I-- Ii-- T_ *_7_ mil __I- Ir + --ri Ian --r 1 1 1 +-I 1 II I I 1 1 1 1 11 11 II 1 1 1 11 1 - +- +- +-- t-- 1-- I--1F- U- -: ±—:— : � --I--I--I--I---F-H--I--1{- I I 1 1 COI I 1 I I 11 I 115)1 1 1 1 1 I I I L 11 I 1` i I` i 1 I 1` , 1` 1 1 1 1` i I I' li 11 11 1 1 1 1 1 1 1 1 1 1 1 11 I I 1 I I 1 If it '�1— +— HI hr -f 1 1 r fi+- -i 'r t. —f 1 I t t 7 I I 1 ti -I -1- I —1 - -I-I- I —i - r. - -t- - . - -}- - r_ -� -1 1 I r 1 -1— 1 1---- �I - -I - -, 1 f I I 1— I ... —� mrztnin I irr -- -- 1-- 1 - -r 1, - - - - - 1 - - - -r— -1 -- - -1 -- 1 1 - t - -I 1 fi - -1 -1 11 I 1 I 1, I 1 I 1 I 11 1 I I < — ^) 1 < i` i I \ 1 1 I 1 I I 1/ J, I , 1 1 1 r F I -1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 -- - r - --1- -- 1- 1 -I - -r- - -i- -1 -1 r1 11 1 1 1 1 1, 1 1 1 1 I I I I it 1 1 + F H r T -1 1 I- t 11-- I-- i-- I__i__'- 1- i-- I- _i - -I - -i 1 1 1 Mal 1)0,34g RECEIVED CITY OF TUKWILA. NOV 19, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION 0 0 0 E O V 0 a) 0 T E M M 0 Tr NI- M M N O O •E M 0 CD t0 003 N N I- u. 3 • z 0 U D 0 z SOUTHCENTER (005) co Southcenter O O WA 98188 0 0 M o N N N W CO z 1- U w 0 1Y a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 h: \remodel\proiects \remodels \0059 southcenter \cadd0059\sheets \0059_a- 132.sht 11/8/2012 2:49:33 PM COPYRIGHT 0 2012 CAWSON THIRD FLOOR REFLECTED CEILING PLAN - DEMOLITION A -132 1 9 UP FROM SECOND DOWN TO SECOND WHEE MEE Ili MEE BBB MBE I 1 1 L I I ' I i I1 N II 1 a Ili I I ' I ,1 a �,•- >� R R� R. § _ z. a '� a - I I a tl a a a a GWB 9' 3G" AFF 9 +, i 368 1 driEf EEM EBB -RIB RNr�iRR OHM MIN • �Il;mlyn- nnllRUar BEIC ; : , - -I j - - r - 7 — I li— r — T — — 'r -71j ,r T— T-- r— T-- j-- 1--i--T i' I --ri. f- - -T- -- If -T -T -7 I- -111 - -- { j T -1 T 1 I1 1!-- '-- I - -I - -' li IL 1 1 I /_ 1 11 Ii —1 — 1-- 1-- 1-- I - -1 - -I 1 1 I-i r 1--+- +- t- -I-- Ii-- T_ *_7_ mil __I- Ir + --ri Ian --r 1 1 1 +-I 1 II I I 1 1 1 1 11 11 II 1 1 1 11 1 - +- +- +-- t-- 1-- I--1F- U- -: ±—:— : � --I--I--I--I---F-H--I--1{- I I 1 1 COI I 1 I I 11 I 115)1 1 1 1 1 I I I L 11 I 1` i I` i 1 I 1` , 1` 1 1 1 1` i I I' li 11 11 1 1 1 1 1 1 1 1 1 1 1 11 I I 1 I I 1 If it '�1— +— HI hr -f 1 1 r fi+- -i 'r t. —f 1 I t t 7 I I 1 ti -I -1- I —1 - -I-I- I —i - r. - -t- - . - -}- - r_ -� -1 1 I r 1 -1— 1 1---- �I - -I - -, 1 f I I 1— I ... —� mrztnin I irr -- -- 1-- 1 - -r 1, - - - - - 1 - - - -r— -1 -- - -1 -- 1 1 - t - -I 1 fi - -1 -1 11 I 1 I 1, I 1 I 1 I 11 1 I I < — ^) 1 < i` i I \ 1 1 I 1 I I 1/ J, I , 1 1 1 r F I -1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 -- - r - --1- -- 1- 1 -I - -r- - -i- -1 -1 r1 11 1 1 1 1 1, 1 1 1 1 I I I I it 1 1 + F H r T -1 1 I- t 11-- I-- i-- I__i__'- 1- i-- I- _i - -I - -i 1 1 1 Mal 1)0,34g RECEIVED CITY OF TUKWILA. NOV 19, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION 0 0 0 E O V 0 a) 0 T E M M 0 Tr NI- M M N O O •E M 0 CD t0 003 N N I- u. 3 • z 0 U D 0 z SOUTHCENTER (005) co Southcenter O O WA 98188 0 0 M o N N N W CO z 1- U w 0 1Y a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 h: \remodel\proiects \remodels \0059 southcenter \cadd0059\sheets \0059_a- 132.sht 11/8/2012 2:49:33 PM COPYRIGHT 0 2012 CAWSON THIRD FLOOR REFLECTED CEILING PLAN - DEMOLITION A -132 A -406 EXISTING NORDSTROM SIGNAGE 0) T- O" M O CO O N MOTHER'S ROOM TERRACE A -408 FI 0842 ACCU■ET TERRACE A -811 STOCK ACCENT 1 /ENDING 1;AtVtLAL) 1. BOY'S D R PG 7.A 1 -1461- EXISTING RATED ASSEMBLIES — TO BE MAINTAINED AND / OR REPAIRED TO PREVIOUS RATING UPON COMPLETION (TYP) EX STING RATED ASSEMBLIES 1 STAIR TO BE MAINTAINED AND / OR REPAIRED TO PREVIOUS RATING I 3S2 UPON COMPLETION (TYP) up A -501 DUMP /}-TOLD io ACES O I STQCI` CORRIDOR EXISTING NORDSTROM SIGNAGE A -811 FIST -2P CFI P -1 ) I 1 PAINT EXISTING CASEWORK AND BASE EXTENT OF NEW BASE . FEHC A -811 EMPLOYEE LOUNGE (FIST -2P EXTENT OF NEW BASE P -1 )PAINT EXISTING( CASEWORK ANCI BASE KIDS' WEAR' BOYS 1,500 SF DEPT 1,200 SF SALES REFER TO CASEWORK DRAWING FOR (LOCATION OF BRACING AT LONG PANELS, NEFER TO DETAIL FOR G11 BRACING INSTALLATION, A -811 1 TYPICAL AT ALL � DRESSING ROOMS KIDS ART TILE FOIC ON VERTICAL SURFACE OF HUB, SEE CASEWORK DRAWINGS BY OTHERS (FIST -2P ; EXTENT OF NEW BASE 11' -5" MEN'S EMPLOYE TOILET 6,700 SF DEPT 5,025 SF SALES 3D01 I 14' -1" SWITCHBOARD PAINT EXISTING CASEWORK A -809 EXTENT OF NEW BASE KIDS' WEAR GIRLS 1850 SF DEPT 1,475 SF SALES F_XISTING NORDSTROM SIGNAGE KIDS ART TILE FOIC ON VERTICAL SURFACE OF HUB, SEE CASEWORK DRAWINGS BY OTHERS ADMIN IDS' SHOES 00 SF DEPT 00 SF SALES STONE BASE 1 (FIST -2P ) AT CENTRAL COLUMN'S (6) TYPICAL\ I FRO( ECOND • 4' -11" DOWN 1 SECOND Z 0 N J J U KITCHEN E 0 Z 0 U J= J co V o 1' -0" MIN CUSTOMER SERVICE x'(304) ALIGN OPEN TO BELOW CUSTOMER SERVICE 301 LAYAWAY OFFICE 398 1 PATCH CASEWORK WHER SCONCES WERE DEMOLISHED (6 LOCATIONS) FINISH TO MATCH EXISTING ENCORrt 2,900 SF DEPT 2,125 SF SALES r n�� LINGERIE 4,625 SF DEPT 3,975 SF SALES 0-68E0 y ACC 1,725 SF DEPT 1,575 SF SALES A -406 LINGERIE FEHC I id. VEST 394 11' -8" EXTENT OF NEW BASE 6' -11" EXTENT OF NEW BASE (FIST -2P ) STOCK 370 0 EMPLOYEE TRAINING FLOORING TO EXTEND TO WALL OR COLUMN BENEATH ALL NEW OR REINSTALLED CASEWORK, TYPICAL (FI P -1 ) PAINT EXISTING WOOD BASE HOSIERY 800 SF DEPT 750 SF SALES (FI P -1 ) PAINT EXISTING CASEWORK AND WOOD BASE co 00 CO 0) 2 371 j CORRIDOR rtC— VEST MAIL ROOM 1 3i'8 OFFICE SUPPLIES STOCK STAIR ENCORE 1D R 393 PG EXISTING RATED ASSEMBLIES TO BE MAINTAINED AND / OR 1 REPAIRED TO PREVIOUS RATING UPON COMPLETION (TYP) HOUSKEEPING /LAUNDRY 392 I N SOUTHCENTER 0 0 CO 00 N N N w 2 z 1— 0 U w De a STOCK =0 LINGERIE D R GIFTS STOCK 1 396 I TERRACE 373 1 13' -11" A -811 EXISTING NORDSTROM SIGNAGE EXISTING RATED ASSEMBLE'S TO BE MAINTAINED AND / OR REPAIRED TO PREVIOUS RATING UPON COMPLETION (TYP) CITY OF NOV 1 y,2012 PERMIT CENTER O ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION h: \remodel\ projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 133.sht 11/8/2012 2:49:36 PM COPYRIGHT © 2012 CAWSON THIRD FLOOR PLAN A -133 REFER TO CASEWORK DRAWING FOR LOCATION OF BRACING AT LONb PANELS, REFER TO PETAL FOR BRACING INSTALLATION, TYPICAI;. 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I UP III - -- a a a a a ! 11` )rl fI I 1 MEM ,I *RI llu ' 3 k)8 RECciv�U CITY OF TUK'M -A NOV 1 9, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE _ APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION h: \remodel\ projects\ remodels\ 0059_ southcenter \cadd0059\sheets \0059_a -135 TILE PLAN.SHT 11/8/2012 2:49:46 PM COPYRIGHT U 2012 CALLISON O O 0 e— N ti 4) O 0 00 I E z '- O _ 4 O C) .. � • 0 0) O E c 0 MM o 0 > 4:c Mg Q 3 M M N I- s O O 73 • CI~.;,CoCO C w mg 0 0 0 0 N N N • N. o IL 3 es z 0 c/i J J V 0 z 0 0 SOUTHCENTER CU L 0 co z i- O Co coC1 N N w z I— U w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 THIRD FLOOR TILE LAYOUT PLAN A -135 K J H G F E D c B A FEHC UL WMF:NIS SHOE TO (6) J I UL MEN EF63-1 DN =Mt TF BELOW ',1°1110.110111,111ArlIrt .1;1111t FIRST FLOOR UPPER LEVEL SHOE STOCK 1/8 ' - 1'-0" A41 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 [ A4 1 A4 A4 A4 A4 \ A A4 A4 A4 A4 STOCK LI411 1 A2 1 A41 A4 1 A4 .l A4 1 . L_____:_9 4 1 402 1 1 "411 1 A2 A4 I A4 A4 1 A41 Al 1 A4.:1 ')---2 A4 { A4 A4 I A411 . .A21 A41 A4 A41 ( 9 m ±L A4[ A4 —471 A4 A4 A4 A4 A4 A A4 A4 A4 A4 A4 A4 A4 A4 A4 [ A4 1 A4 A4 A4 A4 \ A A4 A4 A4 A4 STOCK LI411 1 A2 1 A41 A4 1 A4 .l A4 1 . L_____:_9 4 1 402 1 1 "411 1 A2 A4 I A4 A4 1 A41 Al 1 A4.:1 ')---2 A4 { A4 A4 I A411 . .A21 A41 A4 A41 ( 9 m ±L A4[ A4 —471 A4 A4 A4 A4 A4 A A4 A4 STOCK LI411 1 A2 1 A41 A4 1 A4 .l A4 1 . L_____:_9 4 1 402 1 1 "411 1 A2 A4 I A4 A4 1 A41 Al 1 A4.:1 ')---2 A4 { A4 A4 I A411 . .A21 A41 A4 A41 ( 9 m ±L A4[ A4 —471 A4 A4 A4 A4 A4 A A4 A4 OFFICE 406 1 11111.115,1,29,11.19.1,3=1 DISPLAY 717671 FIRST FLOOR UPPER LEVEL COSMETICS STOCK 1/8 ' - 1'-0" OFFICE NEW EYE WASH DISPLAY WORKROOM 11 1 FEHC 1111A1101k1111.1W.1 ELECTRICAL ROOM , 411 j IOAINITENIANICE . SUPPLIES oramarom.n.m...nanommtnemmmtammeam...mme......mtv=2. —.71).12,1=1=1....711,441.4.1.111.0==.11MOVIIMIEn THIRD FLOOR UPPER LEVEL DEMO AND NEW 0.1...9.10,117.17111.11413=N11.4111.111,1.17.11. aem-3 (0 0 REGLittr..0 CITY OF TUKWILA NOV i92012 PERMIT CENTER 1/8' - h:VemodeNprolectAremodels\0059 southcenter\cadd0059\sheets\0059_0-136.sht 11/8/2012 2:49:50 PM CODE FOR TODE COMPLIANCE APPROVED DEC 05 2012 City of Tukwila BUILDING DIVISION COPYRIGHT © 2012 CALLISON 0 0 0 2 6 ..; U in Z _w0 3 co 0 0) o 0 > < Cg < c) 00 4- ce) co 0 12 47, CD CC) W 0 0 z.0 al csi • E z 0 0 Z cn —J To 01 0 3 0 SOUTHCENTER (005) co 2 Southcenter WA 98188 0 c) 00 C•1 CNI 03 1- 0 LLJ 0 0_ ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 UPPER LEVEL STOCK PLANS A-136 K J H G F E D C B A A ROOF BELOW L91' -8 TERRACE BELOW NO WORK EL 801-0 1/2" EL 79' -8 3/4" TERRACE BELOW ALTERNATE SCUPPER AND OVER FLOW BOXES WITH SPIUASF I BLOCKS, TYP wamesamenasasesammamoviseswaref A -518 EL 791-11"/ •9' -8 SLOPE SLOPE SLOPE EL. 88' -9 1/811 - - - - -I \EL 79' -2" ICKET: TYP EXISTING ROOFING: 4 J J EXISTING CRICKETING TO REMAIN. 1/4" / FOOT SLOPE TO REMAIN (TYP) RIDGE EL 921 -3 3/411 BUILT UP ROOFING 2 " INSULATED CONCRETE 3" RIDGID INSULATION 2" MIN EXISTING INSULATED CONCRETE 1 1/2" EXISTING METAL DECK Lv EL 89' EL 80' -O" EXISTING ROOFING: I BUILT UP ROOFING 2 1/4 " INSULATED CONCRETE 3 1/2" RIDGID INSULATION 1/8" SLURRY COAT 1 1/2" METAL DECK I CRICKET. TYP EL 801-0 3/4" 911 -7 1/ 4” 79'- 115/8" COPING AT SEPAR:iITION CURBS TO BE REPLACED ,(TYP) SLOPE EL 79' -11 5/8 "/ 3';6' TRAFFIC BOARD` CLEARSTORY / T ESCALATOR SLOPE EXISTING ROOFING: BUILT UP ROOFING 2 1/4" INSULATED CONCRETE 3 1/2" RIDGID INSULATION 1/8" SLURRY COAT 1 1/2" METAL DECK TYP EL 9.9' -0" EL 1001_8" I SLOPE 2 L 471 19,-tiil / l�IPiG �2 � ri �; -5 " A -518 TYP EL 80' , fr LU C) EL 79'- 11/8" EL 79'11/ li di SLOPE r- EL 791-3 TYP COPING AT SEPARATION CURBS TO BE REPLACED (TYP) SLOPE EXISTING ROOFING: BUILT UP ROOFING 1" WVS 4 1/2" RIDGID INSULATION 1/8" WVS 3" EXT CONCRETE DECK EL 93'..41.1 LAODER EL 911.9 l /4' 4 -. DEMOLISH DRAIN BODIES. REPLACE' W/ NEW SUMP AND DRAIN BODIESL W/ PLUMBING TYP — i- C) EL 91° -7 1 /4" 3/4" OPE ( EL :9'_115/811 N, ILL N EL 92 Ie L' N., LOADING DOCK ROOF BELOW • VERIFY ROOF SLOPE,, PLUMBING, MECHANICAL X.. AND ELECTRICAL. DEMOLISH BUILT -UP ROOFING MEMBRANE, REPLACE W/ NEW . I TERR E BELOW DEMOLISH BUILT -UP ROOFING MEMBRANE, REPLACE W/ NEW I b3b9 CLEAN ANTI PAINT ALL EXISTING PARAPET COPING (SEE PROJECT MANUAL FOR ALTERNATES-} DEMOLISH BUILT -UP ROOFING MEMBRANE, REPLACE W/ NEW (TYP) REPAIR AO RE -PAINT EXISTING CEMENT PLASTER (SEE PROJECT MANUAL FOR ALTERNATES) h: \remodel\projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 137.sht 11/8/2012 2:49:52 PM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION REt;Li'vEU tiTY OF TUKWILA NOV 1 y, 2012 PERMIT CENTER NOTE: SEE PROJECT MANUAL FOR ALTERNATES IN RELATION TO ROOF SIDE OF EXISTING PARAPET WALL COPYRIGHT U 2012 CALLISON z O O M M O M Co O N r Cr) M O Cr) Co O N Q' E 0 Z O c co 0 J ▪ y . 1 Q t1 3 www.nordstrom.com 0 z SOUTHCENTER Cu 2 Southcenter 0D CO CO 0) co z I- 0 0 CO N N N w m 2 Z I- U w LL ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ROOF PLAN A-137 K J H G F E D C B A El ENLARGED MEN'S TOILET ROOM REFLECTED CEILING PLAN 3RD FLOOR WING T NG CEILING 1/4' = 1' -0" [START POIlfl FO 1TILE PATERN ENLARGED MEN'S TOILET ROOM TILE PLAN 3RD FLOOR PARTIAL HEIGHT PARTITION 1 BELOW COUNTERTOP NOTE: FOR TILE BASE INSTALLATION DETAIL, SEE 1/4" = 1' -0" NOTE: INSTALL ALL TOILET ROOM DRAINS PER DETAIL NOTE: FOR KEY TO TOILET ACCESSORIES ABBREVIATIONS SEE FURNISH AND INSTALL NEW BOTTOM TRACK AND SISTERED VERTICAL STUDS WHERE REMOVED NOTE: FOR TYPICAL MOUNTING HEIGHTS AND STALL DETAILS SEE DETAILS 1 GAB 8E -6" cY w 341 ■ EXISTTING CEILIN EW I � ENLARGED WOMEN'S TOILET ROOM REFLECTED CEILING PLAN 3RD FLOOR 1/4" = 1' -0" PARTIAL HEIGHT PARTITION BELOW COUNTERTOP 1' -6; VERIFY EXISTING CARRIER LOCATION DTD /WR ■ LPG C 37 PfD/WR C DOOR 19 OPENIN 2' -4" , 6' -9" FACE OF GYP BD , 2' -4" ENLARGED MEN'S TOILET ROOM PLAN — 3RD FLOOR 1/4" = 1' -0" ENLARGED WO\IIEN'S TOILET ROOFV TILE PLAN — 3RD FLOOR 1/4" = 1' -0" START POINT FOR TILE PATERN Ism= n, �� � n0��iuwNnwuxnnxminw ENLARGED WOMEN'S TOILET ROOM PLAN 3RD FLOOR PATCH CEILING ENLARGED W0V1EN'S TOILET ROOV1 REFLECTED CEILING PLAN 2ND FLOOR 1/4' = 1' -0" / I, ARTIAL HEIGHT PARTITION1 i C7 BELOW COUNTERTOP \A -806 SEE DETAIL ENLARGED WOMEN'S TOILET ROOM TILE PLAN 2ND FLOOR 1/4' = 1' -0" EXCEPT AT ACCESSIBLE WATER CLOSETS, AMBULATORY AND URINALS, INSTALL NEW WATER CLOSETS IN SAME LOCATION AS DEMOLISHED FIXTURES. LOCATE PARTITIONS AT MIDPOINT BETWEEN FIXTURES. PRIOR TO INSTALLATION NOTIFY ARCHITECT IF ANY COMPARTMENTS ARE LESS THAN 2' -10" CLEAR. ACCESSIBLE STALL DOOR TO HAVE AUTOMATIC CLOSING DEVICE AND 34" CLEAR OPENING WIDTH. THE INSIDE AND OUTSIDE OF ACCESSIBLE STALL DOOR SHALL HAVE A LOOP HANDLE OR U- SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. i PATCH I CEILING 1. ENLARGED MEN'S TOILET ROOM REFLECTED CEILING PLAN — 1ST FLOOR 1/4" = 1' -0" PARTIAL HEIGHT PARTITION BELOW COUNTERTOP / I iPANAN H€° 30' -11/2 " 31 -6", 3E -6" 3' -6" ,,EQXEQ ,EQ%EQ,,EQE 1' -6" VERIFY EXISTING CARRIER LOCATIO 1' -6" IVFRIFY I FXIj TINGI CARRIER LOCATION C C 1 3 5 1 WR /DTD J7�A -810 i_I I Lr �i iii DOOR DO DOOR OPENING OPENING (PE OPENING G 0 20 20 FD 371 I e PG CH CH OR SNV DV- 1 �Qi --I PG DOOR OPENING B A -4071 DIAPER BAR AS 'MIL ENLARGED WOMEN'S TOILET ROOM PLAN 2ND FLOOR VERIFY 6' -91" FACE OF GYP BD 16 GA VERTICAL STUDS BEHIND LAVATORIES h: \remodel\projects \remodels\ 0059_ southcenter \cadd0059\sheefs \0059_a- 406.sht 11/8/2012 2:49:59 PM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION START POINT FOR TILE PATERN ENLARGED MEN'S TOILET ROOM TILE PLAN 1ST FLOOR 1/4" = 1' -0" GC TO COORDINATE ALL FLOOR DRAIN LOCATIONS AND ELEVATIONS WITH TILE LAYOUT AND TOILET PARTITIONS. 5' -2 1/2 " 3E -1" DIAPER BAR 2' -1" 11-2 SCTP5 C-B VGB- EXISTING CARRIER LOCATION UJ w IC1351- K 5' -2 1/2 " I -� I SCTP3 cY CY w REGizivr.L1 TY OF TUK "< I_A NOV 19 2012 RMIT CENTER MIL ASD ■NI•■ 2' -8" WR /DTD ALIGN L ENLARGED MEN'S TOILET ROOM PLAN — 1ST FLOOR FOR TILE LAYOUT AND DRAIN LOCATIONS SEE COPYRIGHT 2012 CAWSON O O O N ti .Fr O NI- 'U E Z a-O 0 .. . -00) E C o" 0 O co co 0 > a L O O ~ CC) c0 u fg 0 +. 0 0 • 0 CO N N o Z —(nNa 3 E O I- O 0 Q� z 0 N J V E O Z O c co o 1= J to • (-) U 3 G O D O z SOUTHCENTER co Southcenter O O r CO CO ✓ CO 0) co LLz 0 0 M a3 N N N w m z I— U w 0 a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ENLARGED TOILET ROOM PLANS A -406 IU THINSET CERAMIC TILE WATER CLOET VERIFY +/- 1' -6" TO FACE OF CERAMIC TILE PLAN DIMENSION (1' -6 1/2 ") IS TO FACE OF GWB PLAN DETAIL AT ACCESSIBLE WATER CLOSET FUS SNR SIGN AT TOILET PARTITIONS (FI MP -4 ) AT URINAL SCREENS J3 NOTE: ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE HAND. SEE PLANS. NOTE: ACCESSORIES ARE SHOWN PARTITION- MOUNTED, BUT MAY BE WALL- MOUNTED AT END STALLS. SEE PLANS. NOTE: SNR SIGN, FUS, AND PH AT WOMEN'S TOILET ONLY TYPICAL STALL EQ PURSE HOOK NO SCALE PROT11, OCT 2012 N) N 4' -6" MINIMU� 5' -0" MINIMUM CLEAR (VERIFY WITH PLANS) VGB ' -0" 2' -0" GB -u - II IF AT TOILET PARTITIONS (FI MP -4 AT URINAL SCREENS 1' -0" HOLD 1 -6' I - HOLD/ N (o NOTE: ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE HAND. SEE PLANS. NOTE: ACCESSORIES ARE SHOWN PARTITION - MOUNTED, BUT MAY BE WALL- MOUNTED AT END STALLS. SEE PLANS. NOTE: SNR SIGN AND FUS AT WOMEN'S TOILET ONLY COAT HOO1y III r i EQ' COAT HOOK III Hh ,, EQ EQ ACCESSIBLE STALL (ANSI 2009) NO SCALE PROT11, OCT 2012 PAPER TOWEL DISPENSER LL 0 CL 0 '—W WASTE RECEPTACLE Ii, U-I CL CD Q IJ UJ O w CC �W wI- O_ Q AUTOMATIC HAND DRYER DOOR TISSUE DISPENSER HIGHEST OPERABLE PART OF ACCESSORY MOUNTING HEIGHTS GIVEN HERE ARE TYPICAL UNLESS OTHERWISE NOTED. ELEVATIONS GIVEN ARE ABOVE FINISH FLOOR. FINISH FLOOR IS TYPICALLY 1/2" ABOVE T 0 SLAB. UTILITY TOWEL DISPENSER I --a- DIAPER VENDOR SHARPS DISPOSAL CD O 0 U_I CO 0 Fay pOAK PAIR) PURSE HOOK / O 0 w cn O CC CAT. crOAK PAIR) PURSE HOOK / V EYEWASH (TOP OF HEADS) Co M WALL- MOUNTED LAVATORY ERIFY 2' -5" CLEAR MINIMUM 0 N 2 Q CC / 1' -5" AT ACCESSIBLE FIXTURE MOP SINK FAUCET MOP AND BROOM HOLDER MOUNTING HEIGHTS FOR TOILET ACCESSORIES AND PLUMBING FIXTURES NO SCALE PROT11, SEPT 2012 ACC AHD AMB ASD CH DTD DV EW FUS GB LAV M MIL MH ACCESSIBLE ( FIXTURE OR STALL ) AUTOMATIC HAND DRYER AMBULATORY ACCESSIBLE (FIXTURE OR STALL ) AUTOMATIC SOAP DISPENSER COAT HOOK / PURSE HOOK DOOR TISSUE DISPENSER DIAPER VENDOR EYEWASH (PER PLUMBING) FOLDING UTILITY SHELF GRAB BAR LAVATORY (PER PLUMBING) MIRROR (FOIC) ILLUMINATED MIRROR (PER 102813) MOP AND BROOM HOLDER M/S MIRROR WITH SHELF PTD PAPER TOWEL DISPENSER PTD /WR PAPER TOWEL DISPENSER AND WASTE RECEPTACLE REFERENCES AFTER ITEMS ABOVE, ARE TO SPECIFICATION SECTIONS. IF NO REFERENCE IS GIVEN, SEE SPECIFICATION SECTION 102813. SCTP MEN'S CENTER SET SEAT COVER AND TOILET PAPER DISPENSER SCTP1 MEN'S AMBULATORY STALL SEAT COVER AND TOILET PAPER DISPENSER SCTP2 MEN'S RECESSED SEAT COVER AND TOILET PAPER DISPENSER SCTP3 MEN'S SURFACE MOUNTED SEAT COVER AND TOILET PAPER DISPENSER SCTP4 (REVERSE -HAND) MEN'S AMBULATORY STALL SEAT COVER AND TOILET PAPER DISPENSER SCTP5 (REVERSE -HAND) MEN'S RECESSED SEAT COVER AND TOILET PAPER DISPENSER SCTPSN WOMEN'S CENTER SET SEAT COVER/ TOILET PAPER /SANITARY NAPKIN UNIT SCTPSN1 WOMEN'S AMBULATORY STALL SEAT COVER/ TOILET PAPER /SANITARY NAPKIN UNIT SCTPSN2 WOMEN'S RECESSED SEAT COVER/ TOILET PAPER /SANITARY NAPKIN UNIT SCTPSN3 WOMEN'S SURFACE MOUNTED SEAT COVER/ TOILET PAPER /SANITARY NAPKIN UNIT SCTPSN4 (REVERSE -HAND) WOMEN'S AMBULATORY STALL SEAT COVER /TOILET PAPER /SANITARY NAPKIN SCTPSN5 (REVERSE -HAND) WOMEN'S RECESSED SEAT COVER /TOILET PAPER /SANITARY NAPKIN UNIT SD SOAP DISPENSER SDS SHARPS DISPOSAL SYSTEM SNV SANITARY NAPKIN AND TAMPON VENDOR SNR SANITARY NAPKIN RECEPTACLE UTD UTILITY TOWEL DISPENSER WR WASTE RECEPTACLE TOILET ABBREVIATION LEGEND NO SCALE PROT11, OCT 2012 0 0 0 z E 0 cc w O oz D C B MEN'S TOILET 132 0 HALF TILE FT NOTE: FOR ITEMS NOT NOTED OR DIMENSIONED SEE 1/4 " =1' -0" / i I i i / " ^q-OVV/ H�J emu(/ 1111111111 All / MIL v / I y � \ MIL A -806 1 / / ABBREVIATIONS SEE, A-407 \ / \ OPEN /\ W ° -, All A-407 A -407 MIL / / f 1 M Mn ° A -, = —■ U ° A -806 VGB �r \ \ SDS I1n 11n Nn IY / \ —ri x J / 9—A .B 1 1 1 1 1 1 1 1 1 1111 l I 1 i NOTE: FOR ITEMS NOT NOTED OR DIMENSIONED SEE 1/4 " =1' -0" / Lh( / i i / " ^q-OVV/ H�J emu(/ 1111111111 , „ Y.., .11-1- C / \ / v / I y � \ MIL l 1 / / ABBREVIATIONS SEE, A-407 \ / \ OPEN /\ •- -, All A-407 A -407 MIL / / r ° A -, = —■ U ° A -806 VGB �r \ \ SDS I1n 11n Nn IY / \ —ri x J / 9—A .B I A II 1 I I I I I I 14 C I `'I ) J I I I I I / ,“ �-- I I I I I I I I L I I I' I I I I I I I I I I I 1 I I EAST ,CFI P -1 ) WALL COVERING WOMEN'S TOILET 272 1/4" =1' -0' EQ FULL TILE EQ SOUTH 1 I� WEST / L I _I / W I WALL COVERING / MIL SDS I F P -1 WALL COVERING (MT-2M ) U U • WEST (FICT -2M ) MOTHER'S ROOM 343 MIRROR HEIGHT SHORTER THAN NORMAL CENTER J -BOX FOR ELECTRICAL CONNECTION ON ILLUMINATED MIRROR, TYPICA L - SOUTH NOTE: FOR ITEMS NOT NOTED OR DIMENSIONED SEE 1/4 " =1'-0" - , — i — / / /L,f L% A -806 A -808 ,_. emu(/ , „ Y.., .11-1- C / \ / v / I y � \ MIL l 1 / / ABBREVIATIONS SEE, A-407 \ / \ OPEN /\ •- -, / / A-407 A -407 / \ / / r ° A -, = —■ U ° \ '-\ VGB �r \ \ SDS I1n 11n Nn GB / \ —ri x J / 9—A .B I A II 1 I I I I I I 14 C I `'I ) J I I I I I / ,“ �-- I I I I I I I I L I I I' I I — 1 - 1 I � 9 - n I°-1— � 1._ V T M ET�T� 1 I I I I I IF WEST NOTE: FOR ITEMS NOT NOTED OR DIMENSIONED SEE QfQ/ MIL CL EAST WALL COVERING MEN'S TOILET 368 C 0 NORTH 9F 08 6 FULL TILES WEST 1/4 " =1' -0" 0T7YP FT EAST SNV 0 0 I I I I I I1-171t Co w J I-= I— U WOMEN'S TOILET 341 1/4 " =1' -0' (Fl P -1 ) (FICT -3P PTD /WR AND AHD CENTERED ON TILE JOINT, TIP Lh( , L"( A -806 A -808 -"TYP v cl , „ Y.., .11-1- C A -407 \ / v / J9 y � \ MIL FOR TOILET ROOM / / / ABBREVIATIONS SEE, A-407 \ / \ OPEN /\ •- \ \ / / A-407 A -407 / \ / / r ° A -, = —■ U ° \ '-\ VGB �r \ \ SDS I1n 11n Nn GB / \ —ri x J / 9—A .B I A II 1 I I I I I I 14 C I `'I ) J I I I I I NORTH 9F 08 6 FULL TILES WEST 1/4 " =1' -0" 0T7YP FT EAST SNV 0 0 I I I I I I1-171t Co w J I-= I— U WOMEN'S TOILET 341 1/4 " =1' -0' (Fl P -1 ) (FICT -3P PTD /WR AND AHD CENTERED ON TILE JOINT, TIP EQ NORTH FULL TILES EQ WALL COVERING (FICT -2M ) WEST / \\ / / WEST BASE TILE DOES NOT ALIGN WITH WALL OR FLOOR TILE JOINTS, TO BE CENTERED WITH EQUAL CUTS ON EACH WALL, TYP TYP I •_I E11 C9 ' A -806 A -806 A -808 FOR ACCESSIBLE STALL v cl v / A -407 \ / v / J9 y � \ MIL FOR TOILET ROOM / / / ABBREVIATIONS SEE, A-407 \ / \ OPEN /\ •- \ \ / / A-407 A -407 / \ / / r ° \ \ \ '-\ °- \ \ / \ I1n 11n Nn / / \ / I A % I I 1 I I I I I I 14 C I `'I 11 V I / ,“ �-- I I I I I I I I L I I I' I I EQ NORTH FULL TILES EQ WALL COVERING (FICT -2M ) WEST / \\ / / WEST BASE TILE DOES NOT ALIGN WITH WALL OR FLOOR TILE JOINTS, TO BE CENTERED WITH EQUAL CUTS ON EACH WALL, TYP TYP I •_I E11 C9 ' A -806 A -806 A -808 FOR ACCESSIBLE STALL v cl v / A -407 \ / v / J9 y � \ / / FOR TOILET ROOM / / / ABBREVIATIONS SEE, A-407 / /, / \ / / A-407 A -407 / \ / / \ \ \ \ \ '-\ \ .\ \ \ / \ / \ / / \ / I A % I I 1 I I I I I I 14 C I `'I 11 V I SOUTH f r � I I I I MIRROR I I I I I I I I I I I I I I I I I LI DV SOUTH ` FOR TYPICAL CERAMIC TILE JOINTS SEE, E11 C9 ' A -806 A -806 A -808 FOR ACCESSIBLE STALL CLEAR DIMENSIONS SEE, A -407 A -407 FOR MOUNTING HEIGHTS J9 NOT NOTED SEE, A -407 FOR TOILET ROOM J13 ABBREVIATIONS SEE, A-407 FOR TOILET STALL ACCESSORIES LAYOUT SEE, A-407 A -407 WALL COVERING (FICT -2M ) / EQ N-1-3 (9 9 10 FULL TILES GB I I I SOUTH RECEIvEi) CITY OF TUKIARA NnV 1 . 2012 PERMIT CENTER h: \remodel\projects \remodels \0059 southcenter \cadd0059\sheels \0059_a- 407.sht 11/8/2012 2:50:02 PM REVIEWED FOR CODE COMPLIANCE [ APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION COPYRIGHT U 2012 CALLISON ti 0 d' Tr 0 0o a) 0 4 N a) co 20 Z 0 U) E O Z O c. • o N 1 = CO O 3 0 0 z S 2 Southc 0 WA co I— O O M 03 N N N iY w m 2 0 z I— U w CL ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 TOILET ROOM ELVATIONS A -407 K J H G F D C B A EXCEPT AT ACCESSIBLE WATER CLOSETS AND URINALS, INSTALL NEW WATER CLOSETS IN SAME LOCATION AS DEMOLISHED FIXTURES. LOCATE PARTITIONS AT MIDPOINT BETWEEN FIXTURES. PRIOR TO INSTALLATION NOTIFY ARCHITECT IF ANY COMPARTMENTS ARE LESS THAN 2' -10" CLEAR. FOR TYPICAL CERAMIC G11 C9 TILE JOINTS SEE, A -806 A -806 A -808 FOR ACCESSIBLE STALL J7 CLEAR DIMENSIONS SEE, A -407 A -407 FOR MOUNTING HEIGHTS J9 NOT NOTED SEE, A -407 FOR TOILET ROOM J13 ABBREVIATIONS SEE, A -407 FOR TOILET STALL ACCESSORIES LAYOUT SEE, SIM AA® A -407 EMPLOYEE TOILET ROOM ALTERNATE NEW KEY NOTES INSTALL NEW PLASTIC LAMINATE TOILET PARTITIONS, P -LAM: PL -12: PIONITE ST606 TAUPE, SUEDE INSTALL NEW WATERFREE URINALS AND PROVIDE BLOCKING INSTALL NEW LAVATORIES, FAUCET AND SOAP DISPENSER INSTALL WATER CLOSETS AND CARRIERS, PROVIDE NEW AUTOMATIC FLUSH VALVES REINSTALL SALVAGED MIRRORS AT MEN'S TOILET ROOM INSTALL NEW CHANNEL MOUNTED MIRROR AT WOMEN'S TOILET ROOM INSTALL NEW P -LAM COUNTERTOP, DETAILS TO MATCH EXISTING CONFIGURATION P -LAM: PL -12: PIONITE ST606 TAUPE, SUEDE FURNISH AND INSTALL NEW BOTTOM TRACK AND SISTERED\ VERTICAL STUDS WHERE, REMOVED NOT USED REINSTALL SALVAGED TOILET ACCESSORIES INSTALL NEW WALL /FLOOR TILE WALL /COVE BASE: DALTILE X735 ALMOND MATTE 6X6 CERAMIC FLOOR: DALTILE BRINO TN98 12X12 PORCELAIN EXTENT OF NEW WALL TILE SHOWN WITH DASHED LINE, TOP OF TILE AT 7' -0" AFF NEW 24 "X72" FRAMED MIRROR INSTALL NEW GRAPHICS, VERIFY QUANTITIES WITH DESIGNER - 27: LAVATORY SIGN -28: SHARPS DISPOSAL SIGN - 29: FLUSH TOILET SIGN - 30/3: "MEN'S" - 30/4: "WOMENS" - 30/10B: "ACCESSIBLE" 14 REFINISH DOOR AND FRAME TO MATCH EXISTING FINISH, PROVIDE NEW P -LAM PUSH AND KICK PLATES 15 PAINT ALL WALLS AND CEILING EMPLOYEE TOILET ROOM ALTERNATE DEMOLITION KEY NOTES REMOVE TOILET PARTITIONS REMOVE URINALS REMOVE LAVATORIES REMOVE WATER CLOSETS AND CARRIER SALVAGE MIRROR FOR REINSTALLATION AT MEN'S TOILET ROOM REMOVE CHANNEL MOUNTED MIRRORS AT WOMEN'S TOILET ROOM REMOVE P -LAM COUNTERTOP, STRUCTURAL SUPPORT TO REMAIN NOT USED DEMOLISH FLOOR DRAIN SALVAGE ALL TOILET ROOM ACCESSORIES FOR REINSTALLATION DEMOLISH ALL WALL AND FLOOR TILE DEMOLISH BOTTOM TRACK AND 1' OF VERTICAL STUDS IF RUSTED AT WET WALLS AND ADJACENT WALLS - ARCHITECT TO CONFIRM EXTENT START POINT FOR RUNNING BOND PATTERN I ENLARGED EMPLOYEE TOILET TILE PLAN - ALTERNATE 1/4" -11-0" ENLARGED EMPLOYEE TOILET FLOOR PLAN - ALTERNATE 1/4' -1J-0" ENLARGED EMPLOYEE TOILET DEMO PLAN ALTERNATE 1/4" -11-0" START POINT FOR RUNNING BOND PATTERN I ENLARGED EMPLOYEE TOILET TILE PLAN ALTERNATE 1/4' -1'-0" ENLARGED EMPLOYEE TOILET FLOOR PLAN - ALTERNATE 1/4' -11-0" baii-3(29 II • ■ I EMPLOYEE iWOMEN'S TOILET j 322 ENLARGED EMPLOYEE TOILET DEN RECtivt CITY OF TUKWILA NOV 19, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE .APPROVED DEC 0 5 2012 City of Tukwila BUILDING DIVISION 0 PLAN - ALTERNATE 1/4' -11-0" h: \remodel\ projects\ remodels \0059_southcenter\cadd0059 \sheets \0059_x- 408alt.sht 11/8/2012 2:50:06 PM COPYRIGHT © 2012 CAWSON 0 0 0 E 0 0 0 0) 0 — E ch M O O > < d' d' .: oG< ) I• s o U _ aiM 0 ti C w o 0 00 a) OZ —co I- 3 0 M co 0 N Z 0 U) J J U G 0 Film" Lf) W 10 Z N 7 O 0 z CO 2 Southcenter CD O CO • CO 0) 0 0 c0 N N N w m z i- U 0 w CC a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ENLARGED EMPLOYEE TOILET ROOM ALT A -408 ALT' ( FIST -2P) EXISTING SIGN LETTER NEW NEON LIGHTING NEW FACE AND TRIM, 1/4" THICK POLYCARB EXISTING SIGN LETTERS 11/2 " =1 -0" REVERSE PAN CHANNEL LETTER POLYCARBONATE BACK CLIP LED MODULES SIGN LETTER WITH ALUMINUM FACE AND SIDES 11/2 " =1' -0" PROT11 SEPT 2012 INTERIOR MALL ENTY 11/2 " =1' -0" 0059 OCT2012 OELEVATION COORDINATE ALL CO `:3 T PENETRATIONS WITH PR :, T -PAN REINFORCING. ILLUMINATED "NORDSTROM" SIGNAGE ARTWORK FOR LOGO PROVIDED BY ARCHITECT PRIOR TO FABRICATION.LENGTH OF SIGNAGE (FOR ESTIMATION PURPOSES ONLY) IS PER CHART AT RIGHT, AND BASED ON SIGN HEIGHT INDICATED ON BUILDING ELEVATIONS. ILLUMINATED ♦RDSTROM" SIGNAGE NO SCALE Nod- eroueck Seft;(At ?''NI lift- 'Pert; a a b 0' -3" 2' -2" 0' -6" 4' -4" 1'_0" 8' -8" 1' -6" 13'_0" 2' -0" 17'-4" 2' -6" 21' -81/2" 3' -0" 26' -01/2" 3' -6" 30'- 41/2" 4e_0" 34'-9" 4e_6" 39' -1" 5' -0" 43' -5" 5' -6" 47'-9" 6' -0" 52'_1" NOTE: DIMENSIONS INDICATED ARE APPROXIMATE AND ARE FOR ESTIMATION PURPOSES ONLY. FABRICATION TO BE BASED ON ARTWORK PROVIDED BY ARCHITECT. SEE DETAIL J3 /A -501 FOR MOUNTING INFORMATION 0059 OCT 2012 2 l EXISTING PARAPET WALL AND ASSOCIATED FLASHING TO REMAIN 24" X 24" X 2" (NOMINAL) CONCRETE PAVERS ON PEDISTAL SYSTEM EXISTING DRAINS TO REMAIN (REMOVE AND RE- INSTALL DURING WATERPROOFING INSTALLATION REMOVED AND REPLACE EXISTING WATERPROOF MEMBRANE EXISTING TILE AND TOPPING SLAB TO BE REMOVED VERIFY 1/4" / FT MIN SLOPE . - 1 q a,"I r1 404' -f rQ3J a✓ P' c$P L EXISTING STRUCTURAL/SLAB TO REMAIN TERRACE WATERPROOFING / SURFACE REPLACEMENT 3 "=1' -0" f NOTE: DESIGN INTENT AT CAFE TERRACE TO MATCH THAT OF THE PREVIOUS WORK DONE ON THE EMPLOYEE TERRACE. PLEASE SEE EMPLOYEE TERRACE FOR CLARIFICATION OF ITEMS TO BE REMOVED / DEMOLISHED 1 1 111111II llII IIIIIIIIIIIIIIIII I I II lII IT 7 1 - 1 -1 -1 -1- a t -1 H -1-1 7_I_I_�L -1J_1_1_I -J I- r- 71 -! 1 1 1/ +- t h -I -I -1?I - L 1 I 1 I 1 _I 7 I -I -I -F L 1 H I I I r/ 1 4 1 J _1_1_ I I I 1 H L1 I -1__I- I_ I _Tj T / I I J I I I 11 1 I 1 -1 I I FT 1 - 1- I -1 -1- t Ji r -r� �4- --� may L L L 1 1 _ i I I I I I I J I[ / 'I I I I I I I I I t .1 I I I I I I I I I F 177-1-1717E1- T 7 7 7 /477- I- rrrFT777 t� -t 1 -1 -I -1- I- I- 1- t fi 1 -1 H /I- 4 -1 -I -I -I- I- +-I -1 -t 1a F -1 -1 -I -I- I- I- -1- a- 4 -I -t j11JJ_I_I_LLLIIJJJ� I I J I I I I I I 11J_Ij3 E9 ENLARGED CAFE TERRACE DEMOLITION PLAN— 3RD FLOOR 1/4..1.-0" EXISTING GUARD WALLS TO REMAIN INCLUDING ALL ASSOCIATED FLASHING EXISTING STEEL GRATE TO BE REMOVED EXISTING DRAIN BODY AND DOWNSPOUT TO REMAIN. VERIFY EXACT LOCATION IN FIELD (TYP OF 2) ALL EXISTING TILE, TOPPING SLAB AND WATERPROOFING TO BE REMOVED DOWN TO EXISTING STRUCTURAL SLAB N - o Tr �r E 0 o o a) 0o 0 .- E rn ch ch o ¢ Tr d• j co co m 00 � a)MM O ▪ O co c 1-' o o N N N c1) I- u." L Z 0 J J U F P -1 FLAT (F1 P -1 Y FLAT PAINT TO INSIDE CORNER VERTICAL SURFACES: EGGSHELL FINISH HORIZONTAL SURFACES: FLAT FINISH TYPICAL THROUGHOUT ESCALATOR WELL SOFFITS AND FASCIAS SPANDRELS (F1 P -1 '1 rte FLAT F P -1 FLAT REFERENCE DETAIL FOR PAINT EXTENTS AT LIGHT COVES, TYP. FLAT EGGSHELL TYPICAL THROUGHOUT SIDES AND BOTTOM OF ALL GYPSUM BOARD AT ESCALATOR --\ '-',_ \ � • ter �{ Fl P -1 EGGSHELL, TYPICAL STONE BASE AT ESCALATOR WELL, TYP PAINT SCOPE AT ESCALATOR WELL 3/16 " =1' -0" A START POINT OF CONCRETE PAVE ENLARGED CAFE TERRACE— 3RD FLOOR LAYOUT 3 9 REGL vtO CITY OF TUKWILA, NOV 19, 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 052012 • City of Tukwila BUILDING DIVISION 1/4' -1' -0" 0 (iX) O SOUTHCENTER (005) 100 Southcenter Ma Tukwila, WA 98188 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 h:\remodel\ projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 501.sht 11/8/2012 2:50:11 PM COPYRIGHT © 2012 CAWSON EXTERIOR DETAILS A -501 :\remodel\ pro' ects \rem odels\ 0059_ soutncenter \cadd0059\sheets \0059_a -518. O O 0 N ti +, o •- Nt t' N I E Z o 0 0 - = .-0cm E E C 0 0 M M 0 O > <'r'i `,r fg Q M M N F,= 00•E U)'+-' NCI M 0 ~ 4 O co C W W 0 4-: 0 0 O D "3 N N -, oZ • -CAI-IL 3 Z 0 SOUTHCENTER (005) co 2 Southcenter O O CO 00 CO 0) co I— O 0 ai CO N w CO S G z I- 0 w 0 0 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 EXTERIOR DETAILS A -518 / / !- I/ , / I LEAD FLASHING BELOW (DASHED) I \ \ I I ♦ 1 ♦ K, 1 I 1 ♦— I ■ \ o \ N \ \ ; I I J- _ — I I I DRAIN BELOW — _ L SUMP (DASHED) RO F DRAIN RECEIVERS _ _O■ ERO 'T •rtOF , i I I I I VALLEY AND BEAM CENTERLINE / / �/ I 1 1 I , + I- \\ 1' -3" > 2' -0" > 2' -0" 4t / \ \ \� l'-3" \ 5I -3" ..1 / . / / / \ \\ ------ ROOF DRAIN SUMP - - -- -- SEE ALSO SECTION A -518 J7 1/2 "=1' -011 / 1 -3 11 NOTE: FLASHING SADDLE SHOWN RIOCO COPING, FOR CLARITY. Y. vIpE 005 T AR �At�crit ASNIPG LL 1 II 2 0 2' 0" 1' -3" ,� $H $IN�IEFABRI F�N�ESS CFATED INST HIND STE E p NINA SADDLE IIIIIIIIIIIIIIIIIIII ;ry - Iu.t AT AREA ' , !!I 1% DIVIDER NS1 PN P SS I OE ��I� 00$ 0 �I� "� SE� T�RB , ENI FROM p -0" MAXIMUM FACTgRY TAPERED EDGE STRIPS OF GENERAL ROOFING DOWN INTO SUMP LEVELI DTOP OFX NSULIATIO 0 I 11/2' PERLITE OR ISO INSULATION ROOFING AND SHE T -LEAD SUMPI FLOOR OF COVER BOARD __ CLAMPED INTO DR N w I- �_l.�_�_�- �� 4 .0_ ___. `ill IY�r� w... I • _ 1 A■I •� DECKING - 0 fl G p i 1 ROOF SUMP AND DIRECTION VARIES ,_ l DRAINS I DRAIN SUMP ::z: RING UNDERDECK DRAIN PIPING ATTACHED I SECURELY TO STRUCTURE I I (PIPING MAY BE INSULATED. INSULATION NOT SHOWN.) 11/2 " =1' -0" FEBRUARY 2009 NO SCALE NOVEMBER 2004 - 2 1/2 " COPPER CONDENSATE ..............,, PIPING AND PIPE SUPPORTS . PER PLUMBING . I Y I METAL SIDING SYSTEM (MSS) WEATHER BARRIER LAPPED OVER CONTINUOUS BOTTOM CLOSURE. BOTTOM CLOSURE LAPPED OVER RECEIVER. BOTTOM CLOSURE PER SIDING MFR BLOCKING TOP AND BOTTOM f y -G- x ;, ;- ; = "'11 '`� ' ' "9' ROOFING -' ' : ,. '; � �i, ',' '� ,. ��.. I I �yi -' - - ,Y,. ".'. .. Y }:=' ,,,L,,,-; i ROOF PROTECTION BOARD AT , _7" APPROXIMATELY z I, Z iii RECEIVER SCREW COUNTERFLASHING INTO RECEIVER. SEALANT OVER. REVIEWED FOR ODE COMPLIANCE APPROVED DEC 0 5 2012 • City of Tukwila BUILDING DIVISION _ / SHEET METAL COUNTERFLASHING WITH HEMMED EDGE 1/2" FRT PLYWOOD IN LIEU OF 1/2" GYPSUM SHEATHING AS SUBSTRATE /BLOCKING EACH SUPPORT C5 PIPE SUPPORT NO SCALE METAL WALL PANEL OVER BUILDING PAPERYSTEM PIPE OR CONDUIT THRU ROOF DRAW BAND -- ~ EXISTING PIPE OR CONDUIT THRU ROOF l ! DRAW BAND �� REtkl'e~i.? CITY OF TIJKI,1;1I_ A. NOV 1 9,2012 I FOR FLASHINGS FLASHING /ROOFING I - BUILDING PAPER LAPPED ' OVER COUNTERFLASHING. OVVERTSADDLESFLASHING. ED WSHEET METAL ITH HEMMED EDGETERFLASHING COPING SADDLE FLASHING FLEXIBLE FLASHING BLOCKING FLEXIBLE BOOT ¢� �a�Q� CENTER "Sv��0 1, ;lel 0 r 4411■ FLEXIBLE BOOT METAL FLASHING W METAL FLASHING I, SLEEVE ROOFING SLEEVE ROOFING , REMAIN REMAIN 411 4111111 / ,i /r //// , /i// /� // /// , !/ // ;, ;� %:� ;/, viii; r EXISTING STRUCTURE TO 1 EXISTING STRUCTURE TO ������ cam``,`, e�4,F ����� #•��' j -� • COUNTERFLASHING AND BOTTOM OF METAL SIDING A" BUR — FLASHING AT PIPE THRU ROOF BUR — FLASHING AT PIPE THRU ROOF A13 V� BUR — ROOF PENETRATION LOCATIONS SADDLE FLASHING Q ROOF 3 " =1' 0" B301OBU 24 MODIFIED I • A11 3 " =1' -0" B301OBU -25 " /°"^" 2.50.14 PM 1/2 " =1'_0" B3010BU -23 C PI Zur 6-1 9m9 cm! new A7 6 " =1' -O" • A3g11= 11_p11 :\remodel\ pro' ects \rem odels\ 0059_ soutncenter \cadd0059\sheets \0059_a -518. O O 0 N ti +, o •- Nt t' N I E Z o 0 0 - = .-0cm E E C 0 0 M M 0 O > <'r'i `,r fg Q M M N F,= 00•E U)'+-' NCI M 0 ~ 4 O co C W W 0 4-: 0 0 O D "3 N N -, oZ • -CAI-IL 3 Z 0 SOUTHCENTER (005) co 2 Southcenter O O CO 00 CO 0) co I— O 0 ai CO N w CO S G z I- 0 w 0 0 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 EXTERIOR DETAILS A -518 THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION /WALL, PER DETAILS BELOW VERTICAL CONFIGURATION OF PARTITION /WALL, PER DETAIL J3 /A -801 PARTITION /WALL SYMBOLOGY INSULATION DESIGNATION NO INSULATION BATT ACOUSTICAL INSULATION BATT THERMAL INSULATION NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE LEGEND NO SCALE C1010FP -01 FIRE -RATED ASSEMBLY: CONTINUOUS FROM FOUNDATION, THROUGH ALL FLOORS, AN UP T A POINT 30" ABOVE ALL ADJACENT ROOFS DETAILS 110 FW FIRE WALL CONSTRUCT PER IBC 2006, SECTION 705 1 FIRE -RATED ASSEMBLY: CONTINUOUS FROM SLAB /FLOOR ASSEMBLY BELOW TO UNDERSIDE OF FLOOR /DECK ABOVE FB _ —, FIRE BARRIER CONSTRUCT PER IBC 2006, SECTION 706 1 FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO UNDERSIDE OF DECK ABOVE J13 A -801 FP FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 PARTITION /WALL CONFIGURATIONS Atik FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO FIRE - RESISTANCE RATED CEILING ASSEMBLY ABOVE FC FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING W /FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS W /FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FOR TOPS AND BOTTOMS OF MASONRY PARTITIONS, SEE STRUCTURAL DRAWINGS. 1 FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE A NON -FIRE RATED FULL- HEIGHT PARTITION —_.0 CEILING (WHERE OCCURS), TYPICAL FINISH MATERIAL TO UNDERSIDE OF DECK. B WHERE CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 6" ABOVE CEILING. WHERE NO CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 12' -0" AFF _-# NON -FIRE RATED OPTION FOR PARTIAL- HEIGHT FRAMING WITH BRACING ... 1 I . 1 \ WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING J13 A -801 WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 12' -0" AFF C NON -FIRE RATED PARTITION WITH FULL AND PARTIAL- HEIGHT FINISH PARTITION WITH PARTIAL- HEIGHT FINISH MATERIALS MATERIALS INF FRAMING, INSULATIO AND FINIS TERIAL TO UNDERSI CEI D NON -FIRE RATED PARTITION BRACED AT CEILING INTERSECTING CORNERS OF ALL PARTIAL -HT PARTITIONS SHALL BE CONSTRUCTED PER J13 A -801 VARIES PER PLANS E NON -FIRE RATED PARTIAL - HEIGHT PARTITION e- 1 WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING NON -FIRE RATED FURRING PARTITION WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS FULL HEIGHT NO SCALE MODIFIED JAN 2010- C1010FP -03 ?l. LiJ CD CD M N M J METAL STUDS (PER ES REPORT 4943P), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 3/4" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145" DIA X 1" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT POST- TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 DIA X 3/4" EMBED (POWDER - ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN TO FLR CONNECTION FOR SEISMIC SITUATIONS 3"4-0" C1010FP-08 z 0 rg fA w z 0 Oz 4 1/2" THICK MINIMUM CONCRETE SLAB (CAST -IN -PLACE OR POST- TENSIONED), TYPICAL THROUGHOUT THIS DETAIL. OSECTION ACROSS PARTITIONS FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW- D- 0060 FOR 1HR AND 2HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0119 HW -D -0120 Z w w o Ckf I- LL_ d INTERSECTION OF FOR ITEMS NOT NOTED OR DIMENSIONED SEE OVIEW ALONG PARTITION 0 OSECTION ACROSS PARTITIONS AT SLAB EDGE /OPENING FIRE -RATED PARTITIONS WITH CONCRETE SLAB ABOVE FOR ITEMS NOT NOTED OR DIMENSIONED SEE 0 HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION NO SCALE C1010FP -49 FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL TYPICAL AT ALL SITUATIONS INDICATED HERE: N o. O J O O V) N M C- w I-w Cn C] w Cr w _ 3 O O O o¢ Q � W Ckf W Z f11.7k(n CI: Ckf O u 0 w __J¢v C V ¢ aZF__ HILTI FASTENERS PER ES REPORT ESR -1663 ((( V CJ w CO w = C/7 X Z Y U UJ F- p � Z W W W LLI M 6 (n I-5 Z ¢ Q fY 00 0 I- N w 0E- CrJOI -I- Zz02C1¢CP) OPARTITION PERPENDICULAR TO FLUTES »► WatitE 1 Q N 0 W - Z Z M 1_11 CC Z _ LiJ 1-L-1 LI CO Q = _ C7 CD F- O -4C O V I- ¢ CV Q C/7 HMO Ir JX• NU w¢1 O M w Do3O Om ��Cr ZX � Y- QU- =- Q AIIIIIIII Anirm nay 7 H- OPARTITION BELOW AND PARALLEL TO FLUTE O PARTITION BETWEEN PARALLEL FLUTES W Q J Cl_ LL_ 0 CM Z W Q W W O 0 w w 0 yy_J �I-Uo w 2 ¢¢Z CYO Z�w¢ • w ::: Q W qtr z 0 S O M O N Z O d O Z + + OPARTITION LOCATED AT DECK EDGE /OPNG O PARTITION BRACE TO DECK INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE FOR SEISMIC SITUATIONS W -J • W CJ I- Cn U ¢ 0 Ckf CM Z M W L¢ Cj Z Jer J � Z x M(2) XCC, O LIJ J CD ¢ J 3' =1' -0" C1010FP -25 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS PARTITION (1HR FIRE - RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U419 C1010FP -09 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS PARTITION (2HR FIRE - RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U419 C1010FP -10 wom Lam; 7 8 METAL SHAFTWALL STUDS 5/8" TYPE "X" GYPSUM BOARD INSULATION IF NOTED SHAFT LINER 4" METAL STUDS 6" METAL STUDS SHAFTWALL (1HR FIRE RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U415 C1010FP -11 J 10 5/8" GYPSUM BOARD EXISTING METAL STUDS INSULATION IF NOTED EXISTING STUDS FURRING PARTITION (NON- RATED) NO SCALE C1010FP -21 15 EXISTING 5/8" GYPSUM BOARD EXISTING METAL STUDS 5/8" GYPSUM BOARD INSULATION IF NOTED EXISTING STUDS FURRING PARTITION (NON- RATED) NO SCALE C1010FP -21 AP TOP oR�ERD, FASTED AT TES A� WITH PIA VIER SERE -pi A g EAT NO, g of E6oT1o0' To. U10 11° CORNER FRAMING AT PARTIAL HEIGHT PARTITION 3 " =1' -0' 0 0 O 7 (/) a) Co N. 0 0 N. 0 v O O) 0 — E co c+() 0 • NI- co co N oo•E CO CO 0 c0 co 00 N N U 5/8" GYPSUM BOARD ZEE FURRING SHIM AS NECESSARY INSULATION IF NOTED 2" ZEE FURRING FURRING (NON- RATED) NO SCALE C1010FP -16 OM I JI 25 26 5/8" GYPSUM BOARD METAL STUD EACH SIDE OF CONCEALED SHELF STANDARD CONCEALED SHELF STANDARD - LOCATE PER INTERIOR ELEVATIONS DIM. POINT INSULATION IF NOTED AT STUDS NOT SUPPORTING CONCEALED SHELF STANDARDS, PROVIDE SHIM SAME THICKNESS AS FLANGE ON STANDARDS 3 5/8" METAL STUDS 6" METAL STUDS FURRING PARTITION WITH STANDARDS (NON- RATED) NO SCALE C1010FP -21 Fill w: 0 IIGP- I WI SP- elm- 28 29 5/8" GYPSUM BOARD EACH SIDE METAL STUDS 1/2" FRT PLYWOOD INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS PARTITION (NON- RATED) NO SCALE C1010FP -22 • — 5/8" GYPSUM BOARD 31 32 EXISTING METAL STUDS 1/2" FRT PLYWOOD INSULATION IF NOTED EXISTING GWB WHERE OCCURS 3 5/8" METAL STUDS 6" METAL STUDS FURRING PARTITION (NON-RATED) NO SCALE C1010FP -21 _■i4/ WI Wii � 34 35 36 5/8" GYPSUM BOARD METAL STUDS INSULATION IF NOTED 2 1/2" METAL STUDS 3 5/8'I METAL STUDS 6'I METAL STUDS FURRING PARTITION (NON-RATED) NO SCALE C1010FP -21 IIMINoP ,, 37 38 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 61' METAL STUDS PARTITION (NON-RATED) NO SCALE C1010FP -22 (),•- 3l0 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 4 City of Tukwila BUILDING DIVISION CC. CJ! C, 0 w' w: W v7 = I- = (/7 U C�. I- (/7 LJJ X EXISTING STUDS AND TRACKS NEW (METAL OR SOLID 2X) BLOCKING, AS NECESSARY TO SUPPORT DRESSING ROOM ACCESSORIES AND PARTITIONS. SEE DETAIL. NEW 5/8" GYPSUM BOARD TO REPLACE EXISTING. (EXISTING GYPSUM BOARD PARTIALLY DEMOLISHED AS NECESSARY TO INSTALL NEW BLOCKING) EXISTING DR PTN TO RECEIVE EXTENSIVE BLOCKING NO SCALE 32011 -2003 FOR WALLS TO 10' -0" - BRACE WITH 3625137 -33 AT 8' -0" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. FOR WALLS TO 15' -0" - BRACE WITH DOUBLED 3625137 -33 AT 8' -0" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO 8 SCREWS AT 24" MAXIMUM OC. 3" X 3" X 3" ANGLE (20 GAGE MINIMUM), FASTENED TO TRACK AND BRACE PER DETAIL AT RIGHT 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK METAL STUDS, CUT 3/4" SHORT FOR 3/4" DEFLECTION FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) 8' -0" MAXIMUM 15' -0" MAXIMUM 20' -0" MAXIMUM TOTAL SPAN z I I I I I I II I 1 /I LJ AT SINGLE BRACE - FASTEN AIVAF. TO BRACE WITH (4) NO 10 SCRMS' AT DOUBLE BRACE - FASTEN DOUEQV BRACE TO BOTH ANGLES WIT (6) NO 10 SCREWS THROUGH MI AND BOTH ANGLES d;EeVU F TUKWI! .A 15,2012 T CENTER AT SINGLE BRACE - FASTEN ANGLE TO TRACK WITH (8) NO 10 SCREWS AT DOUBLE BRACE - FASTEN (2) ANGLES TO TRACK WITH (8) NO 10 SCREWS AT EACH ANGLE 0 SECTION ACROSS PARTITION 0 SECTION ACROSS BRACING TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE - All IBC SEISMIC DESIGN CATEGORY C, D, E, AND F 3' =1' -0" C1010FP -48 0 z S 03 2 Southcenter 0 0 00 00 CO 0) I— 0 0 co N N N CC w m 2 z I- C.) w 0 a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 h: \remodel\projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 801.sht 11/8/2012 2:50:16 PM COPYRIGHT © 2012 CALLISON DETAILS (PARTITION TYPES) A -807 K J H DOOR LEAF EDGE GUARD HARDBOARD DOOR PLATE, WHERE OCCURS 2 DOOR EDGE PLAN SECTION FULL SCALE OCTOBER 2004 NOTE: HOLD BOTTOM OF WOOD CASING 1/2" MAX OFF FINISH FLOOR AT TOILET PARTITIONS. STEEL GUARD TO SIT FLUSH WITH FINISHED FLOOR. 3/8 " 22 GAUGE X 9" HIGH STAINLESS STEEL (WITH SATIN FINISH) GUARD - TO MATCH PROFILE OF JAMB W/ TOLERANCE TO APPLY OVER WOOD TRIM PARTITION PER PLAN 22 GAUGE X 9" HIGH STAINLESS STEEL (WITH SATIN FINISH) GUARD - TO MATCH PROFILE OF JAMB 3/8 W/ TOLERANCE TO APPLY OVER WOOD TRIM 3/8 " CASED OPENING TYPICAL WOOD CASED OPENING 1 Alfa. /0' 3/8 " TYPICAL WOOD JAMB FRT WOOD NAILER WOOD JAMB AND TRIMS END STOP AT BOTTOM OF DOOR FOR TOILET ROOM STALLS, TYP. STEEL GUARD AT WOOD JAMB AND CASED OPENING 3 " =11 -011 PROT11 OCT 2012 EXISTING STONE AND ASSOCIATED ARCHORING TO BE REMOVED EXISTING GYP BD TO REMAIN 5/8" GYP BD (TYP) iJnta WOOD CASED OPENING VIF EXISTING METAL JAMB TO BE REMOVED INSTALL STAINLESS STEEL GUARDS SEE DETAIL WOOD CASED OPENING (PREVIOUSLY METAL) 3 " =1' -011 1/2" PARTITION PER P OLLOW TAL FRAME HOLLOW -METAL CASED OPENING JAMB (HEAD SIMILAR) 3' =1' -0" DRSNB7 - 28APR97 0 0 0 0 • • co Z _• o co E co rn O >Q • Q IN t O t` wjg0 O Z r N 444 L C) 3/4" PARTITION PER PLANS FRT WOOD NAILER WOOD JAMB AND TRIMS NO STOP AT CASED OPENING WOOD JAMB (HEAD SIMILAR) 3 "=1' -011 MARCH 2008 EXISTING STONE AND ASSOCIATED ARCHORING TO BE REMOVED EXISTING GYP BD TO REMAIN 5/8" GYP BD (TYP) CONT. SEALANT (TYP) EXISTING JAMB AND WALL ASSEMBLIES TO REMAIN - WALL FINISH AT EXISTING ELEVATOR JAMB / HEAD SIM 3 " =1' -0" 1/2" 00 N ■ 00 CD • POE ■ PARTITION PER PLANS HOLLOW -METAL FRAME O JAMB (HEAD SIMILAR) REMOVABLE HOLLOW -METAL MULLION FOR LATCH HARDWARE O REMOVABLE MULLION HOLLOW -METAL FRAME O FIXED MULLION HOLLOW NETAL JAMBS / MULLIONS DRSNB1 - 03FEB96 INSET PANEL AT DUMP DOORS PROVIDE 3" X 12" PUSH PLATE ON EXTERIOR SIDE ONLY. SEE SPECS FOR TYPE LEVER TYP, SEE SPECS, d- AT DUMP DOORS PROVIDE PULL ON INTERIOR SIDE ONLY SEE SPECS FOR TYPE. PROVIDE CUSHION ON STRIKE PLATE (DUMP DOORS) LC) 5" 2 0 / N M \ \ C) TYPICAL HARDWARE PUSH -SIDE HARDWARE EQ MAGNETIC HOLDER, SEE SPECS EQ DOOR PUCK BY GCS ALL DOORS PULL -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL DOORS. SEE SCHEDULES FOR LOCATIONS.. FLAT PANEL DOOR LEAF NO SCALE PROT08, APR 2010 E -N) STOREFRONT -TYPE DOOR -LEAF ELEVATION LOCK INDICATOR NO SCALE OCTOBER 2004 VISION LITE - 4" x 25" NET OPENING - 6 "X16" PUSH PLATE (ALIGN WITH PULL WHEN DOOR DOES NOT RECEIVE HARDBOARD) ■ TOP OF EDGE GUARD AND HDBD DOOR PLATE —. <0 F) EQ • EQ �► 8 3/4" / / / / c \. CYLINQER �� J1 A -802 T. LOUT PR\ • w \o TYPICAL HARDWARE PUSH -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL / -2 3/4" PULL / o` \ / / / / / PULL -SIDE HARDWARE DOOR -LEAF WITH PUSH / PULL NO SCALE OCTOBER 2008 LO VISION LITE - 4 x 25" NET OPENING EQ TOP OF EDGE GUARD AND HDBD DOOR PLATE —. EQ r--2-8 3/4" E9 LL-1 r U tr) LEVER OSE \ 1. LOUVER \ TYPICAL HARDWARE PUSH -SIDE HARDWARE w C-) w w z -w w= oI- w cn Qo � J CD w o W m PULL -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL DOORS. SEE SCHEDULES FOR LOCATIONS. DOOR -LEAF WITH LEVER NO SCALE OCTOBER 2004 RECEPTACLES, HORN /STROBES, AND OTHER ELECTRICAL DEVICES TO BE LOCATED AT 45- DEGREES TO GRID ONLY, PER ELECTRICAL PLANS 2' -0" DIAMETER GFRG COLUMN WRAP - 3/8" THICK MINIMUM RESILIENT BASE BELOW CASEWORK (CONFIGURATION ' VARIES) MAY BUTT TO— - - COLUMN -WRAP, PER PLANS \ 1— E11 A -809 ATTACHMENTS FOR COLUMN WRAP PER COLUMN -WRAP FABRICATOR. LOCATE ON COLUMN GRIDS ONLY, TO AVOID LOCATING JOINTS AT ELECTRICAL DEVICES. OPLAN 1" =1' -0" UNLESS OTHERWISE NOTED Fl P -1 EGGSHELL ELEC RECEPTACLE DIMENSION FROM FINISH FLOOR TO BOTTOM OF CEILING VARIES, PER RCP OELEVATION 3/8 " =1' -0" GFRG- WRAPPED COLUMN ACT CEILING GRID OR GWB, PER RCP 1/2' THICKEN AS NECESSARY OSECTION DETAIL 3' =1' -0" SCALE AS NOTED 0059 OCT 2012 Cu G7 206 1)113k) 8 - vREU1r-:'v to CI I ► CAF TI IK M �. NOV 2012 PERMIT CENTER z 0 N J J d U CD e- Op Nr M 0 01 co 0 N DOOR PUCK BY GC CV 1/4" PLYWOOD PANEL MADE OF FLATCUT ASH VENEER (OR EQ TO) FLAT PANEL DOOR 311=11 -011 JANUARY 2009 h: \remodel\projects\ remodels \0059_southcenter\cadd0059 \sheets \0059_a- 802.sht 11/8/2012 2:50:22 PM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 • City of Tukwila BUILDING DIVISION COPYRIGHT © 2012 CAWSON SOUTHCENTER (005) co Southcenter WA 98188 0 0 OD 0 N N T- CV CC W m 2 z I- 0 W 0 0 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 DETAILS (DOORS AND PARTITIONS) A -802 3 4 5 b 0 _ J I NEW 5/8" GYP BD OVER EXISTING (AFTER EXISTING STONE REMOVAL) NEW 5/8" GYP BD OVER METAL FRAMING (AFTER EXISTING STONE REMOVAL) . . . v.1.r. ■ EQ /, EQ --. / FRT ' • EXIST EXISTING GLASS RAILING AND ASSOCIATED STRUCTURE TO REMAIN EXISTING STRUCTURAL COLUMN, COLUMN WRAP AND BASE TO REMAIN i! (SEE PLAN FOR LOCATION) EXISTING FAUX COLUMN AND BASE TO BE REMOVED (SEE PLAN FOR LOCATION) SHIMS AS NEEDED ING FRAMING TO REMAIN FRT SHIM AS NEEDED NEW 5/8" GYP BD OVER EXISTING (AFTER EXISTING STONE REMOVAL) NEW GYP BD FINISH TO MATCH EXISTING AT BASE AND STONE REMOVAL (TYP ALL SIDES) t ++ CT) CD CD ti O+ 0 0 O N N �voFu.3 0) M d' C) O CD STONE AT EXISTING .% 1 STRUCTURAL COLUMN ♦ s, 1 / BASE TO BE REMOVED �■ `%. I I/ NEW STONE BASE RAILING AT ESCALATOR 311 =1' -0' DEMO AT EXISTING NON- STRUCTURAL COLUMNS 1/2 " =11 -0" WORK AT EXISTING STRUCTURAL COLUMN BASE 1/2 " =1' -0" SUSPENDED ACP CEILING SUSPENDED ACP CEILING VARIES PER PLANS A -811 PLACE FIXTURES PER PLANS, POSITION FOR EVEN ILLUMINATION WHERE POSSIBLE, IDEALLY ON ACP GRIDS WHERE OCCUR. KEEP 1' -0" CLEAR OF WALL SURFACE, MINIMUM FIXED PLATFORM EDGE ALIGNED WITH ! DGE OF MIRROR • . I I I FOR ITEMS NOT NOTED OR EI$1E SIGNED, SEE PLAN- "A" AT LEFT LIGHT FIXT1 RE (FOIL) EQUAL J, EQUAL A -811 MIRROR A -811 A -803 DIMENSIONS ARE TO CL OF INSTALLED TELEPHONE. CL OF TELEPHONE ELEC BOX (VERTICALLY AND HORIZONTALLY) IS DIFFERENT. —- - — - — MIRROR NOTE: USE THIS COURSING FOR ALL INTERIOR WAINSCOT, WALL BUMPS, AND COLUMN BASES. AT IMS AT IMS TRIM AT COLUMN WRAP AT GWB FRAMING AND GYP BD INFILL BETWEEN COLUMNS — EXISTING FAUX COLUMN TO BE REMOVED. (SEE PLAN FOR LOCATION) MIRROR EXISTING GYP BD TO REMAIN (TYP) PATCH AND REPAIR PEDISTAL TO MATCH EXISTING T/A CABINET (FOIC), FASTEN fti- 1 WITH PROVIDED HARDWARE, FIT TIGHT AND CAULK 1 I AT WALL A -803 EXISTING STONE AT COLUMNS TO BE REMOVED (TYP) NEW GYP BD FINISH TO MATCH EXISTING. (TYP ALL SIDES) FIXTURES NOT TO EXTEND BEYOND SHORT WALL — ACP CEILING (DASHED) ABOVE, CONFIGURATION VARIES OPLAN WITH (1) SHORT WALL 1/2 " =1' -0" NO JOINTS AT MIRRORS TO 6' -0" 3' -0" VARIES AT MIRRORS 6' -1" TO 8' -0' NEW STONE BASE AT MIRRORS OVER 8' -0' SIMILAR OPLAN WITH (2) LONG WALLS (FOR SPECIAL CONDITIONS) 1/211 =1'_0" OSECTION /ELEVATION: MIRROR AT FULL - HEIGHT PARTITION 3/8 " =1' -0" OSECTION /ELEVATION: MIRROR AT PARTIAL- HEIGHT PARTITION 3/8 " =1' -0" FINISH FLOOR MIRRORS AT FITTING R00 NS AND DRESSING ROOMS SCHENATIC WAINSCOT TILE COURSING 3/8' =1' -0" PROT11, OCT 2011 111=1' -DI' DEMO AT EXISTING NON-STRUCTURAL COLUMNS WORK AT EXISTING NON- STRUCTURAL COLU MARCH 2008 1/2 "= 11.0" 1/2'1 = 11.0" EXISTING FRAMING, PLYWOOD 7-- AND GYP BD TO REMAIN METAL STUD INFILL FRAMING Z 0 ui J J U NEW GYP BD INFILL TO MATCH EXISTING TEXTURE AND FINISH E 0 Z 0 O J = J (0 e v.1.r. EQ EQ EQ C3H LIGHT FIXT1 RE (FOIL) EQUAL J, EQUAL A -811 MIRROR A -811 A -803 DIMENSIONS ARE TO CL OF INSTALLED TELEPHONE. CL OF TELEPHONE ELEC BOX (VERTICALLY AND HORIZONTALLY) IS DIFFERENT. —- - — - — MIRROR NOTE: USE THIS COURSING FOR ALL INTERIOR WAINSCOT, WALL BUMPS, AND COLUMN BASES. AT IMS AT IMS TRIM AT COLUMN WRAP AT GWB FRAMING AND GYP BD INFILL BETWEEN COLUMNS — EXISTING FAUX COLUMN TO BE REMOVED. (SEE PLAN FOR LOCATION) MIRROR EXISTING GYP BD TO REMAIN (TYP) PATCH AND REPAIR PEDISTAL TO MATCH EXISTING T/A CABINET (FOIC), FASTEN fti- 1 WITH PROVIDED HARDWARE, FIT TIGHT AND CAULK 1 I AT WALL A -803 EXISTING STONE AT COLUMNS TO BE REMOVED (TYP) NEW GYP BD FINISH TO MATCH EXISTING. (TYP ALL SIDES) FIXTURES NOT TO EXTEND BEYOND SHORT WALL — ACP CEILING (DASHED) ABOVE, CONFIGURATION VARIES OPLAN WITH (1) SHORT WALL 1/2 " =1' -0" NO JOINTS AT MIRRORS TO 6' -0" 3' -0" VARIES AT MIRRORS 6' -1" TO 8' -0' NEW STONE BASE AT MIRRORS OVER 8' -0' SIMILAR OPLAN WITH (2) LONG WALLS (FOR SPECIAL CONDITIONS) 1/211 =1'_0" OSECTION /ELEVATION: MIRROR AT FULL - HEIGHT PARTITION 3/8 " =1' -0" OSECTION /ELEVATION: MIRROR AT PARTIAL- HEIGHT PARTITION 3/8 " =1' -0" FINISH FLOOR MIRRORS AT FITTING R00 NS AND DRESSING ROOMS SCHENATIC WAINSCOT TILE COURSING 3/8' =1' -0" PROT11, OCT 2011 111=1' -DI' DEMO AT EXISTING NON-STRUCTURAL COLUMNS WORK AT EXISTING NON- STRUCTURAL COLU MARCH 2008 1/2 "= 11.0" 1/2'1 = 11.0" EXISTING FRAMING, PLYWOOD 7-- AND GYP BD TO REMAIN METAL STUD INFILL FRAMING Z 0 ui J J U NEW GYP BD INFILL TO MATCH EXISTING TEXTURE AND FINISH E 0 Z 0 O J = J (0 e LED CAN LIGHT (TYP OF 9) EXISTING GLASS DOOR AND HARDWARE TO BE REMOVED EXISTING NAILER TO BE REMOVED EXISTING STONE TO BE REMOVED DEMO AT ENTRY DISPLAY 6 " =1 -0' ENTRY DISPLAY CASES 6 "4 -0" CEILING TO BE REPLACED WITH METAL PANEL —. EXISTING VENT WHERE OCCURS HAIRLINE JOINT (TYP) EXISTING CARPET BASE AND FLOOR TO BE REMOVED. REPLACE WITH TILE PER SPECIFICATIONS __- _= -.o, =- SOUTHCENTER Southcenter O O WA 98188 ELEVATOR CEILING 3/4' =1' -0" A -809 ELEVATOR CAB ELEVATION NO SCALE 0 CITY OF TUKV111A. NOV 1 9, 2012 PERMIT CENTER E AS NECESSARY UE DOWN ATFORM ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 CARPETING 3/4" FRT PLYWOOD 2 X 4 FRT JOISTS AT 12" OC WOOD BASE FLOOR WHERE ERENT BASE S ALTERNATE RE- FINISH EXISTING BRONZE PANEL, HANDRAIL AND EXTENSIONS CLAD OVER EXISTING P -LAM PARTICAL BOARD PANELS WITH NEW P -LAM PER FINISH SCHEDULE DEC 0 5 2012 FRT HEADERS AND EDGE SLEEPERS SECTION ELEVATION SECTION AT FITTING PLATFORM NO SCALE MAY 2009 HANDRAIL DETAIL 3 "=1' -0" INTERIOR DETAILS (GENERAL) 0059 NOV 2012 A -803 h:\remodel\projects \remodels \0059 southcenter \cadd0059 \sheets \0059_a- 803.sht 11/8/2012 2:50:24 PM COPYRIGHT © 2012 CAWSON v.1.r. EQ EQ EQ O O g O O O O O O LED CAN LIGHT (TYP OF 9) EXISTING GLASS DOOR AND HARDWARE TO BE REMOVED EXISTING NAILER TO BE REMOVED EXISTING STONE TO BE REMOVED DEMO AT ENTRY DISPLAY 6 " =1 -0' ENTRY DISPLAY CASES 6 "4 -0" CEILING TO BE REPLACED WITH METAL PANEL —. EXISTING VENT WHERE OCCURS HAIRLINE JOINT (TYP) EXISTING CARPET BASE AND FLOOR TO BE REMOVED. REPLACE WITH TILE PER SPECIFICATIONS __- _= -.o, =- SOUTHCENTER Southcenter O O WA 98188 ELEVATOR CEILING 3/4' =1' -0" A -809 ELEVATOR CAB ELEVATION NO SCALE 0 CITY OF TUKV111A. NOV 1 9, 2012 PERMIT CENTER E AS NECESSARY UE DOWN ATFORM ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 CARPETING 3/4" FRT PLYWOOD 2 X 4 FRT JOISTS AT 12" OC WOOD BASE FLOOR WHERE ERENT BASE S ALTERNATE RE- FINISH EXISTING BRONZE PANEL, HANDRAIL AND EXTENSIONS CLAD OVER EXISTING P -LAM PARTICAL BOARD PANELS WITH NEW P -LAM PER FINISH SCHEDULE DEC 0 5 2012 FRT HEADERS AND EDGE SLEEPERS SECTION ELEVATION SECTION AT FITTING PLATFORM NO SCALE MAY 2009 HANDRAIL DETAIL 3 "=1' -0" INTERIOR DETAILS (GENERAL) 0059 NOV 2012 A -803 h:\remodel\projects \remodels \0059 southcenter \cadd0059 \sheets \0059_a- 803.sht 11/8/2012 2:50:24 PM COPYRIGHT © 2012 CAWSON N. 0 V (n .4 I No - = '- O di S 49 0 rM O > < d' d' I■ .c o IA 0 �`.� co co z rg 0 c O O 0 0 m N N o Z ' CO I" Ii. Z 0 0 z" o c t!1 0 y J J = CO J J V a �3 U 3 www.nordstrom.com G 0 Cf) D O z SOUTHCENTER co Southcenter CO CO 0) N w 03 Z I— U 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 INTERIOR DETAILS (GENERAL) A -804 w � z Q cc z S `Q J o co BACKER AND Lc) SEALANT ALL AROUND 5/8' 3 5/8 METAL :. .`� ` I 0 / / I I _ �_- ;;;_ EXISTING GRIDWORK HANGER WIRES THRU i ACT ABOVE, TO STRUCTURE. PROVIDE ADDITIONAL HANGER WIRES IN THIS AREA AS NECESSARY TO SUPPORT LIGHT- FIXTURE LOAD. I DIMENSIONS PE � DISPLAY - WINDOW RCP s 1/2 1/2" 1 •. - 1/2" FRT PLYWOOD GYPSUM BOARD (ABUTS DOOR FRAME) EXISTING PARTITION TYPE _ « EXISTING 1" X 1/ STEEL I d BU� NOSE BELOW I ANGLE ALL AROUND, I RESUPPORT AT CUT GRID ,.='= - -( --e- - ,!? EXISTING MOTORIZED SHADE REMOUNTED AFTER PLYWOOD INSTALLED 5/8" FRT PLYWOOD BACKER AND SEALANT I ;F. _ s- I 1 '- I 6" FR L ° I - CHANNEL SUPPORTS WIRED TO GRIDWORKI FOR SUPPORT ,OF 'PIPE AND PLUGMOLD ,ti "" " f) • HOLLOW -METAL FRAME GWB EDGE BEAD u � A -3/: REVEAL 1 I I 3/4 NOMINAL STANDARD PIPE 1 �� ', �� 4� ;' ♦ FRAMING % MOLDED STONE TRIM SEE DETAIL A3 /A 804, SIM DIMENSION POINT_ PLUGiM OLD NOTE APPLY CONTINUOUS SMOKE SEAL OF "FIN SEAL TYPE TO HINGE SIDE OF SEAR FOR LIGHT LEAK _ -� �/ I AP I .,•• FOR LIGHT FIXTURES ADJUSTABLE PIPECLAMP SUPPORTS CHANNEL HOLDS LIGHT PIPE TIGHT TO GRIDWORK 5/8" FRT PLYWOOD ‘4r/ � 4 / _`, o ---.11.1 " " CONTINUOUS 1/8 x11/2 CON ASTRAGAL WELDED TO DOOR ON SILL / HEAD AND STRIKE SIDE OF JAMB HOLD ASTRAGALS FLUSH WITH DOOR EDGE ON HINGE SIDE OF JAMB FOR OPENING MOVEMENT ,; DISPLAY = ROOM SIDE WINDOW SIDE ALL AROUND EXISTING WINDOW UNIT a I I I I I' 1 /j 1 . �_ ��� ,,.� - _ _ - - - - - _ BOTH SIDES I WINDOW UNIT (4 1/2" STOREFRONT) ATTACHMENT PER 611 DISPLAY- MANUFACTURER (/ WINDOW HEAD MALL ENTRY NOTE: GRIDWORK, SUPPORT CHANNELS, CLAMPS, ANGLES, AND LIGHTING PIPES TO BE PAINTED FLAT BLACK. /j DISPLAY- WINDOW JAMB AT INDOOR MALL ENTRY DISPLAY- WINDOW DOOR JAMB (HEAD SIMILAR) GRIDWORK AT INTERIOR LIGHTING AT J9 3 " =1' -0" OCTOBER 2004 3 " =1' -0" 0059 OCT 2012 J13 3 "=1'-0" 0059 OCT 2012 3 " =1' -0" 0059 OCT 2012 EXISTING WINDOW UNIT 11 2 11 2" 2 • 9. y1/4 I 'I " EDGE OF IMS BEYOND FINIAL - FINISHED EDGE TO BE / CONSISTENT ALONG I I I I I I I ,Ii I 1/8"x1 1/2" CONTINUOUS ASTRAGAL WELDED TO DOOR ON SILL / HEAD AND STRIKE SIDE OF JAMB HOLD ASTRAGALS FLUSH WITH DOOR EDGE ON HINGE SIDE OF JAMB FOR OPENIN ROOM SIDE DISPLAY WINDOW SIDE / EXTEND GWB TO BOTTOM OF TROUGH EDGE OF TROUGH II 3/4 T &G V- GROVED MDO 1/2" GLASS -MAT GYPSUM ROOF BOARD -\ r I ' iI I I � I I' I ' 1I � 11" DEEP TROUGH (FROM FIXED FLOOR) ■ PER ELECI FINISH AND PAINT END WALLS OF TROUGH 3/4 MDF 3/4" MDO 1/2" GLASS MAT GYPSUM - . L'I1 .: _ - - le■ til; 1 II EXTRUDED S 1/2 ` FOR SCHED 40 ALUM 'E SCHED 40 TRUDED ALUM PIP = 'UT (BEYOND) a, UM BAR FRAME L CING (BEYOND) FINIAL ♦ ¢ ROOF BOARD � � EXISTING METAL JOISTS C I, ^---E ■ _ - - - - - T..:::.: c °o o O ::II :, -3; :I , ...... : :::'.:.-- -::•.••:: ,••.-:`.- ••:.•:.:•: 'I:::... 1/2 GLASS -MAT GYPSUM ROOF BOARD II 3/4 T &G V GROOVED MDO _ - ---------= ___.__ I ::_. - �:.- -. - _ - o w I PARTITION PER PLANS NO FINISH BELOW FLOOR CONSTRUCTION �� DISPLAY WINDOW SIDE a I !I1 EXISTING METAL FRAMING III 1111111111 CENTERLINE OF 4" HIGH "NORDSTROM" I 3 5/8 METAL JOISTS AT 8" 0 C /2" GLASS -MAT GYPSUM ROOF BOARD 1" 1 SCHED 40 EXTRUDED ALUM PIPE NOTE: ALL FINIAL COMPONENTS PAINT TO MATCH PPG UC59271XL DURANAR EXOTIC BRONZE METALLIC AWNINGS EXISTING METAL JOIST FRAMING I LETTERING ONTO FABRIC PAINT MP05455) CENTERED I,E s .; LIGHT TROUGH AS OCCURS SEE DETAIL I SILL MALL ENTRY LOGO STENCILED (COLOR: MATHEWS ON AT DISPLAY- WINDOW DOOR SILL LIGHTING TROUGH DISPLAY-WINDOW AT INDOOR LOGO TO BE AWNING FACE FINIAL ELEVATION " 3 " =11-0" 0059 OCT 2012 3 " =1' -0" 0059 OCT 2012 3 " =1' -0" • PROTO8 OCT 2010 3 " =1' -0" 0059, OCT 2012 . 2 3/4 ' ° O / / INTERIOR MOLDED STONE FLAT PANEL 4---- INTERIOR .% 3' -2" 3/16" ALUM PLATE WITH // RADIUSED CORNERS AND COUNTER -SUNK FASTENERS 1" NOM EXTRUDED ALUM PIPE . `rte FABRIC `� - o ., j I �< TRIM �� vie % /I I �` h ® � ' j i� 1 ,a o // '� ,'' / ,' - - - - ; - - - - - . \ \ '� - - - - - - - J. . \ \` .� PULL .. CYLINDER ,' , ,' / SEE ETAMLA3 /A -800NE DIMENSION PT NOTE: ALL METAL COMPONENTS CORNER PIPE - BLACK BACKING BLACK TOP BOTTOM OF GRIDWORK ■ ' `. �� \� /BLOCKING - OF PLYWOOD FLOOR _ _ I ♦ i �,� ' '' 0 OF AWNING PAINT TO MATCH PPG I 11/2" FABRIC AWNING UC59271XL DURANAR BRONZE 1/2" DIA ALUM BAR FRAME FOR LACING . ` \ CTION RADIUSED 3/4" STANDARD PAINT PLYWOOD PAINT - �n NOMINAL FLAT FLAT EQ' EQ .1 c�� I ; A; p ; `� 1/2" ALUM BAR FRAME FOR LACING - ® ♦ - - ♦ - - - B `. 311 -11 11 FABRIC 1/2" ALUM BAR F RAME FOR LACING 1" NOM EXTRUDED ALUM A 804 `� MALL PRESSOR w► =. LOCATE ABOVE CIS° `. WIDOW (SEE MECH) INTERIOR MOLDED STONE FLAT PANEL '• 11/2" x 2 1/2" x 3 •" ALUM PLATE K - I WITH RADIUSED COR •'S AND ` �=� `� I I MOTORIZED SHADE ( ��� �• %,r PIPE. ::?:RUDED ALUM PIPE STRUTS 1" NOM EXTRUDED ALUM PIPE. SEE G13 /A 804 FOR FINIAL DETAILS I I I a, I I i I I _ _ i' ,, ,,„ - - i - I �� .� Ty DISPLAY NW WINDOW \ FLOOR OUSIDE DISPLAY WINDOW Or r I� p I DIMENSION PT ► —� I I I . I 1 "X2" INTERIOR I I I ■ I� / MOLDED STONE TRIM S / I I - t TYPICAL HARDWARE PULL -SIDE HARDWARE WINDOW I .� 3/4" NOM ALUM STRUT / `� PUSH -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. ON ALL AT DISPLAY 0 SECTION ` SECTION A 11/2 " =1' -0" 3 " -1'-0" AWNING AT MALL ENTRY DISPLAY WINDOW VERTICAL LIGHTING PIPE NOT ALL HARDWARE OCCURS DOOR LEAF SCALE AS NOTED PROTO8 OCT 2010 11/2 " =1' -0" APRIL 2007 1/2 " =1' -0" PROT08, MAR 2011 , -. --- - . -- - - --, - I .nncn --- .I- CHANNEL SUPPORTS i I, J9 � A -805 II AS NECESSARY BUT NOT MORE THAN 4' -0" OC /8 tuil/ PAINT CEILING (F I P -19 ) iii , / I �N, GRIDWORK ABOVE. EXISTING ABOVE GRIDWORK, GRIDWORK AND CEILING _ . ct, � EXISTING CEILING PAINT , J13 OPEN BEYOND I ♦ I i I X I A-804 PAINT REVEAL AND (3) WALLS ABOVE REVEAL or I - 'rte- ?. _� I I CFI P -19 - -- col w J.__ ...7...... ... i I -..,. -� -. - PE 2R VIIDOW /GRIDWOE L ON BACK AND SIDE WALLS, FOR PAINT BREAK. SUSPENDED METAL GRIDWORK OF 3/8" DIAMETER WELDED STEEL RODS (HANGER WIRES NOT SHOWN) 3 I -- ' PLJGMOLD I LIEHTING IPIPE - -- - - - - -- E i II A -804 ' 4 .-.4 .-� I I I ; ._m._�....� I ii," I ,_— ._ _ A 804 A -804 I ? LI HT TRACK T'(PICAL w-- (Fl P-19 ) 1 - _.ow..- ._— ....,I. -- -. -- ._mo...m,_�._— i I I I TO ! ; I I - PAINT (3) WALLS BELOW REVEAL AND INTERIOR SURFACE OF DOOR, AS SPECIFIED BY OWNER X G9 I U U '' O REFLECTED PLAN FROM BELOW METAL GRIDWORK / A -804 NOTE: PLAN IS SCHEMATIC, AND IS INTENDED TO BE USED FOR VARIOUS CONFIGURATIONS OF DISPLAY WINDOWS. SEE ENLARGED MALL ENTRY PLANS AND RCPS FOR PROJECT- SPECIFIC CONFIGURATION OF WALLS, DOORS, FLOOR PANELS, AND LIGHT TRACKS. O SECTION / ELEVATION b . II ACCESS ALLEY FOR 0 H DOOR PERMIT REGLI E CITY OF TUKINIIA NOV 19 2012 CENTER '- • EQ j - EQ EQ EQ / e e . . . e . . e e . . . ' .' 0- I I I I I i I ' I j PLYWOOD BENEATH GYPSUM BOARD, TYPICAL WHERE DASHED LOCATE LIGHT TROUGH SWITCH AT DOOR. SEE ELECTRICAL ACCESS /ENTRY DOOR LOCATION MAY VARY • I 0 __, I LIGHTING PIPE r I - - - - . _ o o , - - - - F . _ EXISTING - - - MOTORIZED SHADE I .__ -__i 1311 I I DISPLAY WINDOW AND PLUGMOLD I I _I W LOCATION OF OPENING INTO PAINTED 3/4" T &G V- GROOVE MDO, ACCESS ALLEY MAY VARY a o �, cc cm - I`.' = m -1 o _7,1 ¢ Q 1- m N = W s > c) Lam. CO J Q 0 Q_ 'TIC _ I MATCH SAME LEVEL OF FINISH AS GWB WALLS, PAINT AS SPE IFIED BY OWNER I VERTICAL LIGHTING PIPE - I C 1281 -1- ALL FLOOR JOINTS AND FASTENER HOLES FILLED WITH AUTO BOCIY FILLER II , I PER TO BE AND SANDED SMOOTH I 1 Z cp ♦ —_ I_ A -804 FRAME :::-11IIIIi0 0 J - ``' w = w w U O =1 --JOB ,- O w ___I u_ i G7 L. 11 I - IhoI - I I A-804 I 31 I 1 I 1 1 , I D FOR -LIANCE ', — -- ••.: -- _ r APPI OVED D DETAIL ONLY REQUIRED I 1 WHEN DOOR IS ADJACENT ‘ 1 TO LIGHT TROUGH '' , ' 1 O FLOOR PLAN \ ` _ J O SECTION /ELEVATION LOOKING TOWARD WINDOW DEC O 5 2012 City of Tukwila BUILDING DIVISION DISPLAY WINDOW - SCHEMATIC PLANS AND SECTIONS A" SCALE AS NOTED 0059, OCT 2012 - -_ - S -_AA f/Ncn._L__._ r∎nrn _ ol%. -L, 11 /G /O/11•) ').C.(lA% MA CCIPYRI(4HT (c' 9(119 CAIII-S(IN N. 0 V (n .4 I No - = '- O di S 49 0 rM O > < d' d' I■ .c o IA 0 �`.� co co z rg 0 c O O 0 0 m N N o Z ' CO I" Ii. Z 0 0 z" o c t!1 0 y J J = CO J J V a �3 U 3 www.nordstrom.com G 0 Cf) D O z SOUTHCENTER co Southcenter CO CO 0) N w 03 Z I— U 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 INTERIOR DETAILS (GENERAL) A -804 1 2 3 4 b 0 I V I L- PAINT EXPOSED PORTION OF CURB SAFETY YELLOW GWB EDGE TRIM OR Z -TRIM FRAMING AS NECESSARY TO FASTEN BOTH SIDES OF • T PARTIAL- HEIGHT WALL BASE RETURNS TO CURB 1" " x 16 GAUGE ANGL• LLH (OVER URETH E FLOORING FASTEN " ONTO CURB. PAINT AN . E SAFETY Y OW. BLOCKING 1/2" CHAMFER 0 1/2" RADIUS EDGE, YPICAL ALL AROU GWB EDGE TRIM GSHELL : .CONCR FILLET URETHANE F (WHERE S' GYPSUM METAL REVEAL, TYPICAL TILE OR IMS WHERE OCCURS SEE DETAIL 1/4" WIDE GWB CONTROL JOINT Z 2 0 I- o w oZ O 0 0 h- a) O CD — d' r 0 0 0 � ▪ r00) C 00 0 r ) 0) M M 0 > < 't t .: aMM N • 0013 h O O 0 O .+•.' O 0 3 O N N N 3 rCOFIIL'S A -808 DIMENSION POINT CONC CURB AT DOOR OPNG JULY 2002 HOUSEKEEPING PAD GWB OFFSET (SOFFIT) REVEALS AT GWB 3 " =1' -0" DECEMBER 2008 FULL SCALE OCTOBER 2004 FULL SCALE DECEMBER 2008 REVEAL AT TRANSITION BUMP FULL SCALE GWB CONTROL JOINT DECEMBER 2008 FULL SCALE OCTOBER 2004 FLOOR DRAIN WITH ADJUSTABLE TOP FLOOR DRAIN WITH ADJUSTABLE TOP AND FLASHING CLAMP FLOOR SINK FLOOR DRAIN WITH ADJUSTABLE HEAD FLOOR SINK WATERPROOFING MEMBRANE INTO FLASHING CLAMP PER SLOPED CURED MEDIUMSET MORTAR BED AROUND DRAIN FLOOR DRAIN WITH ADJUSTABLE TOP THINSET STONE TILE OR CERAMIC TILE SLOPED CURED THICKSET MORTAR BED \ \ \0N \— ∎ ∎. \ \0��� \ \ \ \ \ \��� ■1 ■1t1 ■1 ■i Y1 ■1 ■1■1■It ��i / / / / / / / / / / /������� /� „ /,O /// ■I`, ,'♦ i ■■1111■■1p111 ■1■ ■1 ■■ . I I r VOW ���� - - - - ii 1 D D D oI :ICED?' EEPS - o o r ° \:' /Ire o1 STRtTTTURAL • C. NCRETrASL"AB : o. : o. • *STRBCTURAL,tONCRETt?. SLAB D°. •'.' :.6. • • • DRAIN BODY CAST INTO CONCRETE SLAB -ON -GRADE DRAIN BODY CAST INTO CONCRETE SLAB -ON -GRADE DRAIN BODY CAST INTO CONCRETE SLAB -ON -GRADE DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCTURE AS NECESSARY OFLOOR DRAIN AT SLOPED OR DISHED CONCRETE OFLOOR DRAIN AT SLOPED OR DISHED TILE ON CONCRETE :.D FLOOR SINK CONCRETE STOP AS NECESSARY 18" X 18" SUMP DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCTURE AS NECESSARY OFLOOR SINK CONCRETE STOP AS NECESSARY FLOOR DRAIN OAT SLOPED FLOORING (SIM AT UNSLOPED FLOORING) CONCRETE STOP AS NECESSARY FOR ALL DRAINS /SINKS HERE, INSTALL WATERPROOFING MEMBRANE AT SUMP PER DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCTURE AS NECESSARY FLOOR DRAINS AND FLOOR SINKS IN SLABS 0N FLOOR DRAINS AND FLOOR SINKS IN TILE AT STRUCTURAL SLABS (NOT ON GRADE) 3 " =1' -0" OCTOBER 2004 3 "=1' -0" FINNQ4,Q5,Q6 - 200CT97 CONC SLAB PATCH ROUGHEN SLAB EDGE 14" MIN AMPLITUDE 2' —O" MAX SEE NOTE 3 BLOCKOUT SLAB OR SAWCUT EXIST CONC SLAB ON GRADE (2) #4 BARS EACH WAY 11, " SLAB MIN, MAXIMUM METAL DECK DEPTH TO BE 3" Ellen! IIElI1- RE— COMPACT SOIL SEE PLAN SEE NOTE 3 1/ ®HIL TZ EXP AN •R A' EA FLU . EM: D 2" 1/2 "x AS REQ'D FOR OPENING CONC SLAB ON GRADE W/ #4 12" CTR, EW BLOCKOUT SLAB OR SAWCUT EXIST CONC SLAB ON GRADE =III =I I III -III= RE— COMPACT SOIL NOTE: 1. FOR LOCATION SEE ARCH AND COORD W/ UTILITIES. 2. USE EXIST SLAB JOINTS WHERE POSSIBLE. 3. KEEP THE AREA TO A MINIMUM. COORD WIDTH AS REQUIRED TO PERFORM THE UTILITY WORK. 4. LOCATIONS SHOWN ON THE PLANS ARE ONLY A GUIDE. CONCRETE SLAB PATCH 3/4" = 1' -0" NOTES: 1. INSTALL RECOMM 2. PROVIDE D Z 0 N J J U XPANSION DATIONS. K CLO ANC •RS ER MANUFACTURER'S 0 Z9 O c CO p 1 = -d as V 0 3 3. PLATE TO S ' " PENDICULAR TO METAL DECK. 4. "L" SHALL BE DETERMINED BY EXTENDING THE PLATE TO THE NEAREST UNCUT FLUTE ON EACH SIDE OF THE OPENING. 5. CONTACT ARCHITECT FOR INFILLS GREATER THAN 1'- 0 "x1' -0 ". SECTION AT SLAB INFILL 3/4' = 1' -0” INSTALL WATERPROOFING MEMBRANE CONTINUOUS INTO FLOOR SUMP, ACROSS SUMP, AND INTO DRAIN FLASHING CLAMP. INSTALL MEMBRANE WITH LAPS, FOLDS, PREFABRICATED CORNERS, AND REINFORCING PER MANUFACTURER IN ORDER TO PROVIDE A CONTINUOUS WATERTIGHT INSTALLATION. SOUTHCENTER (005) co 2 Southcenter WA 98188 0 0 N N N W D z I— U W 0 ce CL WATERPROOF MEMBRANE AT FLOOR SUMP D l� 36 8 NO SCALE FINNO7 - 01NOV97 REEIv E CITY OF TUKWILA NOV 19 2012 PERMIT CENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 REVIEWED FOR CODE COMPLIANCE APPROVED •r DEC 0 5 2012 City of Tukwila BUILDING DIVISION INTERIOR DETAILS (GENERAL) h :\remodel\ projects \remodels \0059 southcenter \cadd0059\sheets \0059_a- 805.sht 11/8/2012 2:50 :33 PM COPYRIGHT © 2012 CAWSON A -805 1 L J 2' -1" GWB TO FACE OF COUNTER -, '- v 2 3/4 - - = _ i 1/2 7' -6" AFF @ WOMEN'S 1/4 � \ 1 �� `� �� I r r , � L SEE FLOOR PLAN FOR STALL DIM "ERIFY BRAC W" / CET STALL PARTITION m SINGLE EAR �_- o J BRACKET o Q J -' SEE DETAIL J5 SEALANT @ALL ADJACENT FINISHES, TYP. PLYWOOD - STUD FRE UNIIII -- - III -- _ -_ - -- -_ - -- ------ -_ -_ -- FACE OF WALL BEYOND � I ' 31-4" MAXAFF TO REFLECTIVE SURFACE FOR TYP JAMB DIM �. A -802 ' _ - _ - - _ FACE OF TILE ' � SEE FLOOR PLAN° FOR STALL DIM ��, � w o `r' `` 8' -O" AFF MEN'S � � / _ _ _ ; � - - . . ..... .. A ACCESSIBLE STALL 4" STALL PARTITI � O" n1 ♦ / ` `► , WOOD TRIM , ' / �� , �i I I �� ,� �' l*Alrl‘l -: _ .: . . Opp 1 hl� 1/8" SLOPE TOWARDS BACK MP-4 ♦, ]va.'i �- 1 „ 2 -10 AFF AT ENSURE SECURE VERIFY PER PL - AMBUL �` °` ORY TALL 2 1/2 " GYP CEIL P TEE SUPPORT B LONGITUDINAL SECTION \s B' °' WEEN FIXTURES . CONTINUE WALL COVERING PARTITION Y !!1M - - ...... . .. ....... . ---------------- ...:,...•....•... .. . .•. -- . - '::- I T.O. BOWL RIM =� = 1 ` ° - , : • ��� � � ;, � •' . ESTOP ABOTTOM : ' � G � CLR M7 T: C' C:UNTERTOP 5" AFF prvAillifil x �STEEL ��� Ij) III 9 1/2 " AMBULA °:CRY STALL i w m N , :1 �► I \ �.� A -806 SIM HOLD TILEVEREII SUPPORT FRAMING IN WALLS AT ON BOTH ENDS , , I I I i lll' I I I I I � AND FR (FRAMING G <'�'IES) ' h E - - DROP -IN LIGHT FIXTURE J 5 AMBULATORY JAMB DETAIL DOOR AT OPEN POSITION PARTITION TYPE PER PLAN TOILET STALL AMBULATORY JAMB SEE DETAIL • I I I � I I I 0 II piii IIII hil (F1 PL -5 ) FOR TYP JAMB DIMS A -802 O CROSS SECTION PROVIDE J -TRIM, TYP. ACP WALL ANGLE SUPPORTS ATTACHED I TOILET STALL DETAIL PARTITION CAP SU CEILING FRAMING HARD -LID CLG DROP -IN FIXTURE SUPPORT IP FACE OF TILE LAVATORY AT PUBLIC TOILETS - SECTION (MOD FULL RECESS) J13, �� 3 " =1' -0" MARCH 2010 3 " =1' -0" PROT11 OCT 2012 J9 3"=11-0" 0059 OCT 2012 3' =1' -0" PROT11 OCT 2012 3 " =1' -0" 0059 OCT 2012 2' -1" GWB TO FACE OF COUNTER f!:!? CENTERLINE OF I DRINKING FOUNTAIN INSET PANEL THUMB TURN AND INDICATOR AT ACCESSIBLE AND AMBULATORY STALLS, SEE SCHEDULES FOR `` r;, FLAT LOCATIONS G9 I 1/4" PLYWOOD PANEL ASH VENEER EQ BOOK-MATCHED 11" COVED (WALL BASE) TILE JOINTS TO RUN INDEPENDENTLY OF FLOOR AND WALL TILE JOINTS. TILE CUTS TO BE NO LESS THAN 1/2 TILE, CUT EQ /EQ PIECES AT OPPOSITE ENDS OF WALL • :. :• • FACE OF WALL BEYOND FACE OF TILE 31-4" MAX AFF SEALANT @ ALL ADJACENT FINISHES TYP. PLYWOOD STEEL -STUD FRAME C3 - _ ' I I 1 I �` I I 1 - TO REFLECTIVE SURFACE I \ I I A -806 - - - _ - - ' ' - - - - ,� = - -, ER MINIM \ _ HADED) / , ,i , l/ . v , „ I - "� ®r' ism ®medmom*z�amamomamrisk®oommar® ®was om sus ®zomaxa mommmomo oowarezozspa ®mazm�r, . •:. `. ,' , i I � ` � \ � .� v \� M4 - - T OWL RIM I I I I �� .. .. ......... ::.....:.•:: -.:- ..: . - .- .- : ..... •.... MITER COVED (WALL BASE) TILES MITER OR BUTT FLAT WALL TILES ABOVE . i < MITER JOINT AT COVED (WALL BASE) TILE ::: • :: ♦ w , ry•R S S �' ON FROM •. ' 1: , GWD = t, C.I: , �_ k{ w' _1 5 `` -_'� -- -� -' / __ ' 1 I I �, �::'. -�- I _ ' ., ,. , �Illllllllllll ' .................'..........:'......-...-..................... .... :.....'.- .... :......:..'... '......'.- ....'......'.- :..'... :..- .:.. :... :. '. •..:.- :..:.•..:.:. :. ::: ;.:.::.::..'.:.:.. :.:. :. ::...:. :...,.:..:..:. :... ':..:.,.:•:: ::: -..::• : ' •- v x P REINFORCING TO COUNTERTOP OVIDE I I I I way' ♦ 2' -5" AFF FLOOR TILE IN RUNNING BOND PATTERN = 0 / ,' w cow yyo I ' 9 1/2 " J �> -I �o Jw w z zw w r- N v Q ♦ �� \- - - �� C / PER DETAIL A-806 � HOLD ♦ CNI M \ ./ ,' ,' I 1 ' / / FLOOR TILE IN RUNNING BOND PATTERN ■ WAIN`` OT/ _ SE COND ON o ELEVATIb° S ` 5P ` ■ , �< :s) �\ ,' i� ,- U S- ♦ S DRINKING AND ALCOVE �,EQ�,FULL TILE�,EQQ�,� o DOOR LEVER, SEE SPECS /I/ ELEVATION FOUNTAIN • : • I I I I I I ® �, {F� PL-5 ) ♦ ♦ TYPICAL HARDWARE PULL -SIDE HARDWARE PUSH -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. DOORS. SEE OCCURS ON LOCATIONS. PANEL CUT DOOR T l O TILE AT INSIDE CORNER O TILE AT OUTSIDE CORNER I DOOR FLAT PANEL SCHEN ATIC TOILET TILE JOINT DETAIL J —® � ,%� FACE OF TILE RECESS) LAVATORY / AT PUBLIC TOILETS - SECTION (MOD PARTIAL G9 3 " =11-0" MARCH 2009 3 " =1' -0" PROT11 OCT 2012 G7 NO SCALE PROT08, OCT 2010 G5 1/4' = 11 -0" MARCH 2008 3 " =11 -0" PROT11 AUG 2012 2 SCREWS AT EACH OF 6 LOCATIONS, THRU TRACK AND INTO WALL FRAMING OR WALL BLOCKING WELD COUNTERTOP FRAMING TO SUPPORT WALLS, 12 PLACES, WITH FILLET 6 LOCATIONS, WALL FRAMING TO WITH FILLET INSTALL WALLCOVERING AT ALL 4 SIDES OF MIRROR 2 SCREWS AT EACH OF THRU TRACK AND INTO OR WALL BLOCKING WELD COUNTERTOP FRAMING SUPPORT WALLS, 12 PLACES, WELDS SIZED FOR GAGE OF METAL FRAMING WALL FRAMING I ...." WALL FRAMING t 2" 2" WELDS SIZED FOR GAGE OF METAL FRAMING WALL FRAMING N i FRAMING) 1 _.."•�' ./ :•:/ I .... .. ...:. >u.c{ 1 1 1 1 1 1 I I 1 ' I I I I I I I 1_ I 1 1 I I I ,. 1 1 1 1 I I I I ',: �:. I 1 I I I ! 5/8" SUPPORT WALLS OF 3 5/8 18 GA STUDS FASTEN TO CONCRETE WITH 1/2" DIAMETER 3" 16" X 3 EMBED DRILLED IN ANCHORS AT 16 AT 12 OC. 12" OC. I I 1 1 I I ' I I I 1 I I I :•. 6" AT SIDES, 2" AT BOTTOM, I ' I 1 1 I I i I I 1 I I I r , , i I I i i 1 1 I I I I ' ' I I 1 1 I I I l I I I ' I I I I I I 1 1 I I 1 r i I I I i I OP F TRACK. WELD FILLET WELDS i OF METAL FRAMING. I AT 2' -8 1/8" AFF. 1 I ' TRACK OR STUD ' 2 1/2" 16 GA STUD 2 1/2" 16 GA STUD I I, I I 00 CUT TILE 3 1/2" AT TOP O i I .:.,_. „ -. 2 1/2" 16 GA STUD yr. 1' 2 1/2" 16 GA STUD ,. .: '2 ••: ..:::i :I Ar I / I / r4 � �> _ .�, :i:. r; ',• < „ - 1- ':. ¢I "1 (DI _ I -1 Nl 1 I i I I i 1 _. .? 4 � ) v" k ., , .. F �at,a.., 2' -10 3/8 " (COUNTERTOP FRAMING) j I _ —1_ = "' ' .v-1 ♦ _ i I 1 I 1 1 I I I i I i 1 I I 1 I 1 I 1 I , r 1 ' ' i i 1 ' I i I I I I I I I 1 1 l 1 ' , i I I I I I I I ' I I 1 I i 1 ' i i = co r? �1 - - - - 'n I I I I 1 ' I 2 1/2" 16°A STU 16 GA STUDS AND / THROUOUT WITH I SIZED FOR GAGE 1 TOP OF FRAMING I ' I 15/8" 16 GA I I I I I ' I ' i I I I I I I i I I ' I i ' 2 1/2" 16 GA STUD r I 1 i OF 1 ' i FRAMING. I /8" AFF. STUD ,1 I> FACE OF TILE WALL FRAMING A -808 1 I 2 1/2" �6 GA STUD �� -' LEVEL COUNTERTOP FRAME ' 16 GA STUDS AND TRACK. WELD i THROUOUT WITH FILLET WELDS I SIZED FOR GAGE OF METAL I TOP OF FRAMING AT 2' -8 1 i I 15/8" 16 GA TRACK OR ♦ I _ 8 5/8" - 1' -1 1/2" 1'- 11/2" I 5 1/2" ;, 5 1/2" CUT DOWN 2 1/2" TRACK AS NECESSARY TO ACCOMMODATE LAVATORY. WELD IN 1 5/8" TRACK ACROSS GAP. 1'- 11/2" 1' -1 1/2" 6 1/2" `11/2" �♦ ♦ :..1..::; I I • I r__ _ i I i i i ' I ALL VERTICAL TILE TO BE INSTALLED PRIOR TO INSTALLATION OF LAVATORY COUNTER • 2 1/2" 16 GA STUD I I .. - -' / MIRROR DETAIL I - 1' -1 1/2" J, 1'- 11/2" I I 5 1/2" 5 1/2" CUT DOWN 2 1/2" TRACK AS NECESSARY TO ACCOMMODATE LAVATORY. WELD IN 1 5/8" TRACK ACROSS GAP. 1'- 11/2" �, 1'- 11/2" 6 1/2" CORNER DETAIL (♦ = ♦ 8 5/8" / -11/2" ENLARGED ' I I ' 6' -9 ", I -0" PROT110CT 2012 E 13 6" =1' -0" PROT11, NOV 2011 I I I 3 " =1' I ALL VERTICAL TILE PRIOR TO INSTALLED INSTALLATION OF LAVATORY COUNTER y 2' -11" GWB TO FACE OF COUNTER _I 5/8 II 5/8 "- 6' -9 "i I # I 1' -9 1/2" I 1' -7" 1' -7" I 1' -9 1/2" i ♦ / 1' -9 1/2" I 1' -7" 1' -7" 1' -9 1/2" �. �► SEALANT @ ALL ADJACENT FINISHES, TYP. / - - - - - - - - - FACE - - - - - - - - - - - OF WALL BEYOND FACE OF TILE FI MP -4 -1- 3'- 4 "_ MAX _AFF I TO REFLECTIVE , y 1 / , I I VALANCE BELOW - I SURFACE �. PLYWOOD 2' -11" GWB TO FACE OF COUNTER _(1 _ N - �, ; FACE OF I / 5 1/2 " 5 1/2 " I / / I I I I ' - 1/8" SL OPE TOWARDS BACK FACE OF COUNTER 'cc FACE OF TILE 5 1/2 " 5 1/2 " J, I ; di, ,j, TILE I I r`, I r III I I I I I I I I I I I I I I I I I l I I I I I ' I I I I ( I I I _� I I ' , I I 1 ::.:: >j :::.•:::-:•:':::.: �:• : ._:•;•::::::.::•:.:::.•::;•: •. — I 1 1 1 � 1 �1 '`I - '' 1 11 I J' _ , i ,i, _I_ _ _ -_ _ �J %�i % %�% %�ii� 11 1/2 " = 1 _ r — — I I I , —I— rl- - 1 II I — - - - i I rFl --—------- - - - - -- ( I I I I , F- � , I — � � ' - : I 1 ' I , I I II I I I I I E11 Ngir 21_-10" AFFAT ♦ T.O.BOWL RIM -' >_:.. :::.:' :':::::::.:.: ::..;::.� E 2X FRT B' OCKING _ __ -. j 1� I I♦ 1 11 21-5" AFF 4. x111 -- -- -- I I I 1 ■ �/ ,4 , i' / �... I STEEL -STUD FRAME C7 I 1 I I I I I I I I I + + M ♦ Z �� I m I (Dz �O --1 -- 0 - -1 -- UO w I CO 1 Ip1 • " • I '� I r1 I ` 1 1 I 1 , 1 1 1 1 l 1 I = 1 1 1 •- i I i I I I I 1 ' I I 1 I , I I 1 I(s) rII Trr I - r -_IJh 11 2 ' A -806 PER DETAIL A -806 - 11111111 1 1 1 1 1 `• I A -8�6 I I I I I I I I I I I �� -Q CD _ V ♦ I ' -- 4r� 1 I I ' ' I 1 I ' . 1 1 I r 1 j__ 1 `- L I I I I ! _/ -- 1 fir- -, - w I Z - I 1 1 I VALANCE BELOW NIIIIII PROVIDE REINFORCING TO HOLD CANTILEVERED COUNTERTOP I i i ♦ = 6 �' ¢ w /l 'I- - -� }— — ' — —� I I i = r In i 1 . — — — — — — �/ I rt - - - - -� \ I 1— 1 I ' I I I I I 9 1/2 " I 1 I ° m I- _��_ 1.= r a I I r I 1 I ' I I I I // I 1= irn w I 7 -- O m I L .�. I . a �• `� I I I I I I i I 1 I I , a .� t 1 I I I i � I I I r 1 1 I i . �' - �/ i \' ♦ I I , I I - PLAN AND FRAMING I �/ i\ ♦ ♦ I I I I COUNTERTOP AND LAVATORY MITER ALL CORNERS PLAN (MOD) ♦ = I i 6,h ' O Lt.. FI PL ® % -5 i I N / i I — ' - I I \ ' I 1 I I o AND LAVATORY l< FACE OF TILE . COUNTERTOP I - PLAN AND FRAMING PLAN LAVATORY AT PUBLIC TOILETS - SECTION 11/2 " =1' 0" MITER ALL PROT11OCT 2012 CORNERS 3 " =1' -0" 0059 OCT 2012 07, C3 11/2 " =1' 0" 0059 OCT 2012 21_2" 1 "/ ,4. 21 -2" / b 11.... b 9 r .. -• • - - T ♦ _ 3'= 4" MAX AFF TO REFLECTIVE / • 11 -9" 2 1/4 " 2 1/4 " I I _\_ _ MOLDED PLASTIC ON PLYWOOD SUBSTRATE _ I I _ MOLDED PLASTIC BACKSPLASH FINISH ALL EXPOSED SURFACES - ,1-, SURFACE 2' -10" AFF AT T.O. BOWL RIM 1 1 2 -5 AFF 4_ FASTENED NOTCHED TUBE / v to :' 1/2" RADIUS MOLDED PLASTIC EXPOSED SURFACES ALL AT r L. `- I 1 1/4" 1/4 SLOPE TOWARDS BACK /11_011 i _�7, 11 / NOV 19.2012 PERMIT - "� 1/2 , . // , �, , �, I I . v / 1/2 ,_ ,1 ( 11-9" 11 / 2 1/2 CENTER ■ STRAP CATCH MOUNTED TO FRONT EDGE - F _.,_ (FIMP -4 ) _ :'� - SAFETY STRAP CL OF DIAPER (F IMP-4 1/2" RADIUS ♦ 2 -10 AFF ♦ �, -'� - _ - _ - _ - _ ,�, - -J = cv BAR . '' ::;: :�::.. :::::�:.-' EQ O A 4' -0" -806 EQ 2 I 1 I I I li . ,/ / y L "/ � '- .' :` :'i.. j I i.: = ..• ::: I I �' SAFETY STRAP MOUNTED AT CL OF DIAPER BAR 1" THICK PAD (BY GENERAL CONTRACTOR) "' M CONTINUOUS 2 X 3 X 3/16 l ,�� 1 "THICK PAD (BY GENERAL CONTRACTOR) _ ....-- .. -. .. . C PLAN 0 4 //'/' �.:: �- :.::...............:......:...:..- ..::.....:..- ...- ..:: .. :..:::.•::.:::: \. I l��lIOO�- r - J ` - ' ' �` TUBE INTO PARTITION FRAMING EACH END. FASTEN TO SUPPORTING METAL FRAMING. 3/4 " =1' -0" ALIGN _- _- _ -_ -_ -- - _� 2 / 4 CSI♦ 11 7 1/2 2 STUDS CONTINUOUS 2X WOOD LEDGER BULKHEAD OF PLASTIC ± + + y 9 1/2 1 , ' + + III Ili .�' / TO I i i I I I I I F LAMINATE ON PLYWOOD �� C F PL -5 _ - 0 III IA 1 Iiii '�'' _ N � f = 4 ' I (FI MP -4 ) EQ I EQ PL co Ib 3/4" PLYWOOD BLOCKING AS NECESSARY .' F -5 VIEWED FO R CODE COMPLIANCE APPROVED 0 ALL EXPOSED SURFACES i I + FOR ITEMS NOT DIMENSIONED, SEE A -806 / / ALL AROUND, TYP / / DIAPER BAR DEC 5 2012 City of O3"=1" E TIOON O FRONT ELEVATION O 3E IAILO ' DIAPER BAR AT MOTHER'S ROOM LAVATORY AT DIAPER BAR AT MOTHER'S ROOM A7 3 " =1' -(y" PROT110CT 2012 I . I ,' _ _,_ _... _ _ I_1_.esnret .I_ _, , ___uA"L.,_L__._,nnrn _ „nc _L. All 3 " =1' -0" PROT11 OCT 2012 11 /a /om7 O.gn.vu DkA Cr)PYRICAT (cl 9(Y19 C'AIlISCIIV Al SCALE AS NOTED PROT11 OCT 2012 0 0 0 ti O ti Z co e E - 0 O 0 =� O O) M 7 0 O . > Q Ig Q M > M N F O0-a U) 4r ' 0 01 0o 0 i a N-:.coco c. Iii 0 +. 0 0 O O� N N OZ.t-(01.∎ L Z O v 0 O to o _ cci J U 0 3 U 3 O Vt) O U, O 0 SOUTHCENTER co Southcenter 0 O CO 00 00 C) Co I— 0 0 c) 03 N N N w m z I- U 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12. INTERIOR DETAILS (GENERAL) A -806 0 0 0 N ti � Z 7 wCD o CD E o�o� � M O >Q�r�r Q M I- 0 0 ma y-, a co) co OC ~ CO CO w 0+r 00 Z O 0 (1:1 N N oZ - V) INN LI. Z 0 U) J J U www.nordstrom.corn vg) D 0 SOUTHCENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12 / 12 INTERIOR DETAILS (CEILING) A -807 FOR TYPICAL LIGHT COVE CONSTRUCTION, AND FOR NOTED ORITDIMENSIONED, SEEEDETAI NOT A -807 FLEXIBLE ELECTRICAL CONDUIT AND CONNECTOR I FRAMING MAY EXTEND TO STRUCTURE ABOVE PS NECESSARY CEILING FRAMING AS NECESSARY • - - • • MOUNT LIGHT FIXTURE ON CEILIN TEES, INSTEAD OF TYPICAL POSIT . PROVIDE SUCH NON -TYPI< < FIXTU S FOR ENTIRE EXTENT OF BAFFLE AS INDICATED ON : •. SHEET- ETAL BAFFLE WITH . HEMMED ¢AGE, PAINTED Z< (MAIN OR SUB) CEILING TEE i01 o - INO (MAIN OR SUB) CEILING TEE NO LIGHT -TRACK CLIP FOR ATTACHMENT OF TRACK TO CEILING TEES TO MATC ` - ILING TEES. COORDINAT: EXTENTS ITH ARCH F 1 y : .. • TEGJLAR CEILIN G PANELS PAN .. 1 I ° • ° - :�I r �_ CEILING FRAMING AS NECESSARY I LIGHT TRACK I CANOPY /POWER FEED POWER FEED BEYOND --� _ LIGHT TRACK TIGHT TO SPACER O SECTION ACROSS LIGHT TRACK CUT RABBET INTO EDGE OF -� . .....: . ..... ...:.� ... - ....•.... - - - ...............:...... - CEILING TILES. FIT TIGHT TO CANOPY /FEED AS NECESSARY TO PREVENT VISIBLE GAPS AND LIGHT LEAKAGE. 0 SECTION PARALLEL TO LIGHT TRACK, AT POWER FEED o o 0 3 5/8" METAL Lm lliiiiffiiiiiiiiinii _ _ .; ;' 6„ FRAMING SHEET -METAL "PLATFORM" / / AS NECESSARY FOR ATTACHMENT OF LIGHT FIXTURES LIGHT COVE DETAIL LIGHT COVE SECTION AT COLLECTORS " SURFACE -VITD LIGHT TRACK AND CANOPY /FEED IN ACP 6 " =1' -0" AUGUST 2009 11/2 " =1' -0" AUGUST 2009 `- FULL SCALE MAY 2005 CEILING i -�' `. EC) •EQ • V BRACE COVE AT 48" OC, 1 WHEREVER ALL COVE FRAMING DOES NOT EXTEND TO STRUCTURE ABOVE \\ \\ METAL FRAMING @ 16" OC \ \ \ \ \ - -L - \ \ -I '' • —ti- 5/8" GWB MIN 6" ABOVE CEILING 11' -6" ,. * • .� MOUNTED . . / \ RECEPTACLE, - �1 - - - - - . % • CEILING TEE. /• . III , (CENTER IN i • I I I \ • \\ \ - \ - -ACP" CEILING I i,, I METAL PARTITION FRAMING TO STRUCTURE ABOVE 11 -6" NOT TO SCALE L PANEL WHEN NQ! I II • :: :: .: .: :. .. :: : ° ' J z LLI AT COLUMN). , I SUSPEN►. ► ACT CEIL . = o - l'-4 / / 11 c� . 11.4"' I 3 '� C P -6) '.",T ,,� ' o •; w w o CO F z 1 O I\ • • II \ 1 \ FLAT t.1, SHADOW MULTIPLE LAYERS OF t� @SALL S FLOOR AND DRESSING RM - - - - -i ¢ - _ 121_1.1 AFF I GFRG WRAPPED COLUMN \ �\ \ I 1I =' II - �I . • L < GWB OR IFS AS N LH I -- i- f • i I _° = �_ �� 4 USPENDED Well 1 .• PER SMALLER -SC LIGHT COVE SE' ' IONS a Qa �, N �,.,_, ¢ z I- w `" Z OCn f 1 (:-L,'_;: • ' i i . �^ �� .. .�` ACOUSTICAL `� 11 i � 11 • I I GWB CEILING OR SOFFIT ACT CEILING � I/ II I I _ • ' , B EGDE DETAIL (OPTION) O -' i- cc tip¢ '� ' n_ 1_ u CEILING TEES I 1 I 1 ' I I :` I/ TOGGLE BOLTS PER SURFACE - MOUNTED LIGHT TRACK AT GWB j ,, I j -, \ • , 1 - • \ / / / MANUFACTURER PLACE ONE FASTENENR E EACH PRE - DRILLED HOLE .. _,~ o ° v GIRLS • II / \ • P -1 E { AT GWB ■ T ; I • -` • • \ ` i AISLE _— / - ��►'1i�iiiii,li .111111iiii11011=iiiii COVE SECTION BP /KIDS WEAR �� -HARD , IC ' SIDE OF COLUMN . • �' -- CLG-MOUNTED RECEPTACLES LIGHT TRACK , _ ,,, • • - . •......... •...• •....•• • .. • .. ............. ...... AtOUSTICAL CEILING TILES » -- - -, / ®LICHTCOVESECTION(OPTION) G 1 LIGHT COVE V E DETAIL 3"=11-0" 1 3 " ='-0" JUNE 2002 3/4 "=1' -0" 3/4'=1' -0" DECEMBER 2008 FULL SCALE DECEMBER 2008 PREFABRICATED 1r - - - - -•_- 90- DEGREE CORNER �-1 • 11 III • - - \ 1 PREFABRICATED `N ADJUSTABLE CORNER - - - • - CANOPY /FEEDS MAY FQ . • r OCCUR AT THE ENDS OF I� ONE OR BOTH TRACKS - ,, • • —7'- - . r / Q 1 \ / I 1 . , /. / p / I' E76 E7C SURFACE- MOUNTED LIGHT TRACK A -807 A -807 / i / /' �Q �/ / 11 \ ''_ - -- ♦I ' i�� �\ �� • LIGHT TRACK M�J'UNTED • \ // `\ '�I — \ IF LIGHT TRACK I IS INDICATED / �` 1 "' / 1 ' 1 i ' ` I- -'r- - - - - — _ - — - — - - - - - TO CEILING TEE > . ` CANOPY /FEED MAY b,CCUR IN �I PANEL CLEAR f�F CEILING TEES. i CUT TILE TIGHT TO 'BOX.. . . ' \ LOCATIONS P R ELE 'TRICAL. I i\ \ 1 ABUTTING I /1PARTIALLY-EXPOSED �`\`� / Ili . - • \ I I I'I / •i I • / ' / III . \ / . ' '' . - /. I / I I �' / / i i \� ' i i I � � ' S i / • • • 1/4" GAP I • • / / III \ 1'I / . . / . III \ ' • /. • " • J / i \ I AT PANEL "SCORE ", PROVIDE SUB TEES AND 2X2 CEILING PANELS THERE FOR MOUNTING LIGHT TRACK , I } I � \, \ I>< I I • _ \ - _ —1 _ - . . . . (PAINTED) LIGH�f -TRACK I 1 ii I • I - I 11 / 1 I / 11 -1 I I I' i I I ABUTTIN AI WHERE CCURS \ \� • \ -- LIGHT FIXTURE OR , DIFFUSER, WHERE �> OCCURS �' • • I I • i WHERE OCCURS I 1 - - - / - - • I • 1 1 1 1 • ACP CEILING i i I , I I��� ; / \� • I c`QO I/ \ • , - I/ ' ' i \� I I ACP CEILIG \ / \ // 1I \! I • . ' , �, • i . / // �-I—T LIGHT FIXTURE OR DIFFUSER, WHERE OCCURS • • LIGHT FIXTURE OR DIFFUSER, WHERE OCCURS \I _ I I ' ; 1 \ / i/ \l I I 1 I // \ �� // CANOPY /FEED `LONG • TRACK AND CEILING • - - A -807 . / / \! I \, • / \ E7A I I % \ A 807 \ X ' 1 I - "SCORE" IN CENTER OF 2X4 CEILING TEE. LOCATIONS PRA ELECTRICAL. . • • \ / `� \ \ . -' O DETAIL --- - / / `N \. • . . . . ---- --/ O DETAIL - ' / / /' -- _ - / ----- - -'� ARE INDICATED). \ ■ - \ I - PANEL (DASHED LINE) \ J5B -' - — REFLECTED CLG LIGHT TRACKS - - MAIN TEE OR SUB TEE (SOLID LINE) PLAN INDICATINC - SCHEMATIC O DETAIL ___- A- 807 TYPICAL LAYOUT DETAILS FOR SURFACE -MTD LIGHT TRACK IN ACP. (VARIOUS CANOPY /FEED LOCATIONS 1/8' =1' -0" CLGNH4 - 17NOV98 E73/4 " =1' -0" CLGNH1 - 17NOV98 ' BASED ON TYCO EC -11 AND EC -14 (TY5237 / TY6237) STYLE 40 TWO PIECE RECESSED ESCUTCHEON > ° < ci L`' Q o Ld o 'n I "X. - f - - / I I I \ - ` - - -i • - - - - - -° I I I - - - --1- + \\ 15/8" NOMINAL STANDARD CHANNEL I ` \ THREE 3/8" DIAMETER ' BY 3" LONG DRILLED -IN ANCHORS I AT 18" OC MAXIMUM / INTO BOTTOM DECK FLUTES I I 1/2" OR 3/4" DIAMETER BEAM OR SUPPLEMENTAL SECTION ELECTRICAL CONDUIT STRUCTURE - WITH OR I "COMPRESSION STRUT" WITHOUT FIREPROOFING REQUIRED AT EACH NUT AND 1/2" THREADED THREADED ROD ROD. ROD TIGHT UP TO CHANNEL WEB. ' / l 3/8" THICK BEAM CLAMP S �/ T 1/ PLAN AT DECK ABOVE S O CONNECTION REFL�GTED _ /—�—A M WWj - TO STRUCTURAL CONCRETE DECK rr-7-- - - L L - - NO SCALE I — - 1 2 1/2" NOMINAL STANDARD CHANNEL 1 5/8" NOMINAL STANDARD CHANNEL ° l� ° ° ° ° )NC - -- - - -=: t - - - - - _ D PLAN AT F SPANNING BETWEEN STRUCTURAL \ STEEL FRAMING MEMBERS - MAXIMUM SPAN 10' -0" • >- \- ¢ ° = w oo ,,' - = _ \ 7 - - -i / I I \ \ - - - \ AND / OR NOTE: 200 LB MAXIMUM FIXTURE WEIGHT klelff 1, II Li! ��� 15/8 NOMINAL STANDARD DIAMETER ELECTRICAL I CHANNEL FASTENED TO "AT STRUCTURAL STEEL FRAMING / MEMBER PER SECTION ,/ C (AT RIGHT) NOTE: CONNECTIONS SHALL BE SUFFICIENT FOR WEIGHT OF FIXTURE AND SUPPORT SYSTEM. CON CONDUIT EACH STRUT" REQUIRED AT EACH THREADED ROD .. In O CONNECTION REFLECT / ABOVE u_ c c Lu w co I- o occz m_1 W SURFACE -MTD N SPRINKLER IN ACP TO STRUCTURAL STEEL FRAMING C....) SECTION - SUPPORT ROD AT STRUCTURAL STEEL NO SCALE 3 "= 11.0" CONNECTION TO STRUCTURE FOR PENDA \T -TYPE FIXTURES FOR SEISMIC SITUATIONS C9`' FULL SCALE OCTOBER 2009 SCALE AS NOTED AUGUST 2009 b (I....,3 ‘8 FASTEN TO STRUCTURE PER CISCA 3 -4 EXCEPT AS INDICATED OF MECHANICAL, (FIGURES 2, 3, 4, AND 5) AS MODIFIED ELECTRICAL, 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT BY ASCE 7 -05. SECTION 13.5.6.2.2 PROTECTION SHALL BE FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END BRACED FROM STRUCTURE IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE.,. -, I IN DETAILS C AND F, COMPONENTS PLUMBING AND FIRE INDEPENDENTLY SUPPORTED AND LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 SHALL BE CONNECTED TO STRUCTURE ABOVE BY DEGREES (IN PLAN) FROM EACH OTHER AND " (1) 12 GAGE TAUT OR SLACK WIRE SECURED TO MAIN RUNNER WITHIN 2 OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 REG6vEL) �fi ®' X11'' I -- 'I I ___- 18" MAX / !!t SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY WHERE HANGAR WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER - SLOPING WIRES OUT -OF- PLUMB, TYPICAL LIGHT FIXTURES WEIGHING MORE THAN I TIMES MINIMUM WITHIN A 3" MAX LENGTH ,� I SEISMIC DESIGN CATEGORY C: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT SEISMIC DESIGN CATEGORY D, % ANF F: PROVIDE FLEXIBLE CONNECTION = TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS PERMIT Nov l 9,2012 CENTER 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS /SERVICES WEIGHINMORE THAN 20 PONDS AND 'I ATTACHED AT DIAGONAL CORNERS _ `� METAL - FRAMED TRAPEZE I 1 AS NECESSARY TO AVOID OBSTRUCTIONS WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM MAINTAIN HANGAR WIRE LIGHT FIXTURES AND AIR TERMINALS /SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE - AT EACH END OF HANGAR WIRE SPACING AND CAPACITY WITHIN A 3" MAXIMUM LENGTH BELOW OBSTRUCTION ABOVE USING APPROVED HANGARS • � � a A XXX ` __ / � $ � ( � ACOUSTICAL CEILING PANELS LIGHT FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY FOR SPANS UP TO 6' -0 ", USE A SINGLE 20 GAGE 1 5/8" COMPRESSION STRUT ATTACHED TO THE CEILING SYSTEM LOCATE BRACING AT 12' -0" OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER WALLS, PARTITIONS, OR EXPANSION JOINTS FASTENED TO MAIN TEE WITH (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X -DNI .145 DIA X 3/4" ", REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 2 X 2 CLOSURE ANGLE, COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, ASTM C636, CISCA 3 -4, AND ASCE 7 -05, SECTION 13.5.6. MINIMUM. SEE NOTE AT TOP. FOR SPANS UP TO 9' -0 USE DOUBLE , COMPRESSION STRUT OPERIMETER SUPPORT © GENERAL SUPPORT © LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF O SPRINKLER HEAD CLEARANCE NOT REQUIRED IN SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C: PROVIDE ALTERNATIVE LATERAL BRACING DESIGN BASED FOR CEILINGS LESS THAN 144 SF ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 City of Tukwila BUILDING DIVISION I \STALLATIO\ OF SUSPE\DED ACOUSTICAL CE L \G SYSTEVS - IBC SEISVIC DESIG\ CATEGORY C, �, E, A \D F . (6\7 NO SCALE L.,__-_ J_1%___,_ y %____J- 1 -\nnrn __.- al___a_\ __ _Linn Ern _L_y\ nnra _ On7 -La 11 /R P7111'7 9. Sll.AA PM COPYRIGHT n 2012 CAWSON 0 0 0 N ti � Z 7 wCD o CD E o�o� � M O >Q�r�r Q M I- 0 0 ma y-, a co) co OC ~ CO CO w 0+r 00 Z O 0 (1:1 N N oZ - V) INN LI. Z 0 U) J J U www.nordstrom.corn vg) D 0 SOUTHCENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12 / 12 INTERIOR DETAILS (CEILING) A -807 . OF OPENING WESTENTRY 't# 4L611 4'6" f, MALL CONFIGURATIONAND LOCA1ON VARY \— — — —/ — — — — . — I — — . — I\ I___ Irs%\ I —1 1 -------------------------------------------.----______ \\\\\ /,//, Ir_____________ LFJ J ;I L°2J _ J - - _____________j _____ _____�, --- :> I N1 -= = \ ---- \ ‚ / ----I —-- - 0 ////// - - ______ ///// ////// , r II W \\\\\\\\\\\\ , \ \\\\\\\\\ ////// _ I_______ ///// //////////A ' ////////// ////////// I ////////// ////// I I_______ —; IER: RDSTROM, )0 7th Avenl attle, WA 98 06 303 4301 06 303 4311 vv.nordstrom I V I b _ , \ \ SALES FLOOR OPENING FOR INFILL SALES FLOOR - (Fl P-i ) ) (Fl P-i ) CONSTRUCTION PER CAFE DRAWINGS CONSTRUCTION I A-803 SIMILAR CWB CWB GWB ENTRY ELEVATION ENTRY ELEVATION (E'3 ELEVATION AT CAFE (j ELEVATION AT CASED OPENING (j ELEVATION AT CASED OPENING (J ELEVATION AT CASED OPENING (j ELEVATION AT CASED OPENING ('j ELEVATION AT CASED OPENING V • NOTE; SHADING INDICATES DISPLAY CASEWORK (DETJLED IN El V V DISPLAY NOTE:HATCHINGINDICAT[SDEPARTMENjBASE AND WALL V ___ (Th S C H E M AT I C L AY 0 U I 0 F S AL E S F L 0 0 R W AL L F I N I S H E S '\.,j_) 1/4h1=l1Oh1 0059, NOV 2012 FOR PVM LOCATION AT DRESSING _______ ==== == ROOM CASED OPENINGS SEE ::::: ::::: ::: ::: - — FULL CARPET THAT ELECTRICAL - PROVIDE BLOCKING -START -iftp-y -- \ ADJACENT TILES AT AS NECESSARY FOR PVM MOUNTS ____________________________________________________ ... ---------- _________________________________________________ ___________________________________________ --- ENTRYTOROOMAND » E\ JCT TILES AT ALLBORDERSSEGMENTS THAT GEEQNER _________________________________________________________________ I ______________________________________________________________ I ______________________________________________________ I --- :1- --- NEAREST WALL, __ I I \I ' /1145 EREE CORNER TO I" I I I/_TDIM NSION TYPICAL iii.; ---1 ----- Vt ___ ::::::::::::::::: I i: jt/i:V PATTERN — — r1k' FU L TI ES 1g ',ViSVL<IYPIAL ALDIMENSION — — V 4EQ4r FU..L TIES •r Ef. — --- B 0 LIGHT COVE > ___________ _______ _______ ___ ___________ _______ _______ I I I I I I I fl:: :: :: : --- :::.... V I E'( J ---- VVV•VV.•V --- I I I I 7 V. 7 ' --------- _ - ROOM FINISH II I II I I II I I I I -- _____ -- -- — k-IM-- V i C-) Vlb : • . / . ORDER TILE AS SCHED D _______ - - - SCHEDULE I I I I - -- -- Vt±iV LJi\.J_L/IV1_iNtMVJL__ ..: .. Q TILE TO B NO : 11 - fl M I I I fi M I I v- I fl M I I CPET ffij , _ I4DDI I ___ r5;;;:;CH I YNOTO - - I _ E I J I I I I I I I _ _ ECT) ______ - - 1 - 1 ' I REFERTOACTUALPLAN ___________ i - - - I I I-H - I I I I , CY:ATE :ELL5L UT ________ ____ _______ I \ I I I I I I I I I I j• ' \ V • . . . V . ---------- . . I ________ -- MAINTANING SPECIFICATION SCHEDULED FOR < FOR FIELD ILE _________________ — I- --- 1•:.: GUIDELINES FOR TILE SIZE ________ FIELD LE I ________________ ___ AND PATTERN(S) I N DIMENSIO CENTER-TO-CETER DIMENSIONS CETER-T0-CENTER DIMENSION FROM == == ::: :iiiii: ::•:.'. ____ 'N555555 DIMENSION CENTER-TO-CEN[ER AS INDICATE ON FLOOR PLAN I AS INDICArED ON FLOOR PIIANS I I I AS INDICATED FLOOR PLANS I I WALL OR OPENING ---- ! ¶i <ii I— _____ ( C9 ' I > _____ __________________________________________ ,/ —PROVIDE BLOCKING _ < _ .4' _ : >> 't' _ ' ( _ ‚ _ 't' i' 't' ' : 't' FRAME TO CENTER _____ f f f fp -\---: ---- / ------ VS.»V \81O/ j c AS NECESSARY FOR I I rr,Ar'rr rAr'tI rir ,rnrI, I A('T I OF WALL STANDARD 'rRuM - - - A-8 _L > I I I I \\u-. V:...... BACKWALL V BACKWALL MOUNTING OF PVM I ri-,° L/\¼S,11 LPL) L/I I uio DAMfl lrIMT\ " I U'JII'lI1 - -- ----- ' \ - I V: _ • . N _____ START POINT FOR WALL —WALL STANDARD (OR PANEL JOINT) TO —SPACE FROM LAST WALL STANDARD STANDARDS (OR PANEL ADJACENT WALL OR OPENING FRAME), G7 (OR PANEL JOINT) TO ADJACENT WALL \ \ \ \ \ _ . 5i _ _______ ______ I JOINTS) AS INDICATED WHERE INDICATED ON FLOOR PLANS. A-8O8 OR OPENING FRAME. VERIFY THIS ,--- WHERE PERIMETER CARPET TILE WILL BE 3 ON FLOOR PLANS VERIFY SPACES NOT LESS THAN SPACE NOT LESS THAN MINIMUM ( G7 \ LESS THAN 611, CUT THE BACK TWO TILES _ MINIMUM DIMENSIONS INDICATED ON DETAIL DIMENSION INDICATED ON DETAIL A-8O8) '' AT EQUAL DIMENSIONS TO COMPLETE THE ® ELEVATION ELEVATION ELEVATION INSTALLATION, TYPICAL. PAflV F '-US r-EMATIC A' SS - _ PVM MOUNTING DETAIL AT ENTRY SCHEMATIC LAYOUT OF CONCEALED WALL STANDARDS AND/OR PANEL JOINTS (EACHPARTOFSALESFLOORWALLISONEOFTHEABOVECONDITIONS) BORDER TILE DETAIL c tAPE1' iL LYU1' Ob'R flL DETAIL ci C 1 1 : G3 3/4=1-0" 0059, NOV 2012 1/4=1-0' DECEMBER 2003 _ 3/16"=l'—O" PROT11, APR 201i 3/i6"1'—O" DECEMBER 2007 3/16=1-0' DECEMBER 2007 V ;::: VARIES PER WALL AT 90—DECREE AT 90—DECREE AT 135—DEGREE AT 135—DEGREE FIT (Ft P—i ) • N\ \\ BUMP TYPE INSIDE CORNER OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER I I ____________ I I (y�\ ('\ ('\ (\ ('\ (\\ (\ ('\ ('\ I 1 'Th " / /, / / - - - - - - ---- - A BOBAA-808) A-8O8) A-8O8) A-8O8) A-808) A-8O8) A-8O8} A-808) A-808) A-8O8) H / - - - - -- - :: \ VERFJPUSH-° I TT T T T T T J : :T:,////////// TERMINATE — 411 WIDE YELLOW PNT STRIP I I / r - r / BLACK-PAJNTED - - ---- - \ LOCATIONS PER PLANS V I IPNT GWB A-808 ) , SI V V REVEAL AT END :V: V: • •V:. S V V V \ I ___________ I FLAT UON G1 P—1 J OF CASEWORK I I ' E I E / I I I AT VALANCE , , I I z o _____ // : PJNT GWB k w > ' GSHELL?UON , i _ :, , i __ i I : OPEN ,,,// tJ U- ______ CAS ORK W L PANELS / I I / / / • I BEYOND I _'& / I I )i; (_) C) Noon Dc C 3E wHa ARC A )RA C a 1MP Cl, k -81 f mom MEM IMMO 4 ,AL \\ : CASED CASED I WALL B P I ' I V ________ \ I OPENING i OPENING CONFIG ATION ARIES _________ I I 4 / \\\ J : I, \\ I, \\ (FI—l9D t I / / \\\ _ j \\ _ _ I _ 4HATINTECRAL \\ •' I %/ '' _ I,, I/I _ - ________________________________________________________________________________________ \ _ I __ \ _ I \ COORDINATE ". / \\ V V <—CASEWORK, VALANCE, WITH CASEWORK VVV :• .5:: VV VV.. V , V WALL BUMP—' "—TERMINATE BLACK PANTED t _ V _ ______ Jthy DRAWINGS •1.* . . ______________________________________________ CONFIGURATION REVEALS AT EDGE OF E3 V - _ i_V_ VARIES CASEWORK, TYPICAL A-809 PAINT BEHIND CASEWORK WALL ELEVATION DETAIL FLOOR PAINTING SALES FLOOR ELEVATION SHOWING CASEWORK PANELS (TYPICAL ALL CASEWORK) INDICATING PAINT "BREAK" E1Z AT EGRESS PATH ®SCHEMATIC L I i/4IliI0II PROTO8 MAR 2011 L I 1/2"1'-0" DECEMBER 2008 L ? 3"=l'—O" JUNE 2006 L I U 1/2=1-0" (NPAR) JUNE 2006 II II ADJACENT 2" EGGSHELL BLACK PAiNT ____________________ EXTEND 4" BEYOND CASEWORK _ SPACE EXTEND 4' _ BEYOND CASEWORK _ SPACE . • • • •• . • • WALL FINISH _ (Fl _ P—i9 ) . . ; A I - t _ (Fl _ P—i ) GROUT jOlT : . . . . . _ . . . .- : •. . • • : . • • • • : : • . • : : . • . • : . • : . : • • • • • : • _ • : . . • : _ - _ I _ AT 90 DEGREE OUTSIDE L _ I ( CORNER I . I . __________________ ___ ' It((( '-1/8" __ EII:i::k::I1 L::::::j LI1 SEALANT JOINT • ____ DISPLAY __ CASEWORK _ DISPLAY _ CASEWORK ___ DISPLAY _ CASEWORK ____ I DISPLAY _ CASEWORK _ DISPLAY __ CASEWORK __ I •- 1/8 ' GROUT JOINT 1/8" SEALANT JOINT :::K DWGS IIII:::::::3 I DISPLAY CAS WORK FACE OF WAJNSCOT STONE TRIM BELOW 0 0 ! _ _ AT 90 DEGREE INSIDE v' _______________________________________ ______ ) A AT BUTT JOINT C AT INTERSECTING PARTITION E CORNER _ . _ . ,, STONE TRIM BELOW 0 _ : . 2 EGGSHELL BLACK PPJNT __________________ CERAMIC TILE OUTSIDE CORNER (\ _ CERAMIC TILE OUTSIDE CORNER (\ _ CERAMIC TILE INSIDE CORNER ( _ MS TO GWB (\ _ IMS INSIDE CORNER V - o . (Fl _ P—i9 ) c:D AT WALL BUMP WAJNSCOT () AT WALL BUMP WAJNSCOT S•CV) '..!,' '..!,' '....L.' 2" EGGSHELL BLACK PANT w 1 _ 4" EGGSHELL BLACK PAJNT , . : .II _________ . . _________________ tE 9 2 (Fl _ P-19 ) CONCEALED AT TERMINATION AT •Il (Fl _ P19 ) • . .. . OUTSIDE CORNER _ . . .• ft ILl •44 I :SD AT 135—DEGREE OUTSIDE CORNER ____ 2" EGGSHELLBLACK PAINT h //"STANDARD _ .. S. _ - _ - _ I _ - V , .... \.: - o til _ ..GWBSUBSTRATE... ..... .............. ....... ;;; •• ............ . DISPLAY_CASEWORKIPLAYCASEWORK _ t:i - DISPLAY CSEWORK _ INTERIOR MOLDED STONE __ I • ,:::), D CD O Z ,l'- CD M lJ o D z C c-) 0 n C) w DO rn z Z Q GI N D.; - V p D z `. D -2 Z Cf) ITl Dorn TO < � /LJ -< = p T Z Z ..---1 CJ // ) V I— W DCn p M C3 X M M C) 2 m C n l n O CD ��7 f 1 C7 (J) I- D Q E-:,,,,, rn C) { C) = (/) _ –I O, DISPLAY CA< co O p O - r- 1 V) M n rya a P' e C n 5 '4 '..9g A 9 n ?eD0D r n5•�i4 G 9:',.:, . ►R v, to y c ea 4 R. C CD O Cs 0= til o p v eo z El p, ¢' r:0:171): p' CyrJ m -NV ::-.1 Goer c° :il E? z C) ON I Ro eD c .. v, • ' "�yh C C et, `� r A� . Y=j .. va C3" o a ••• ? CDC c° ' so gi r"I '' . 1,;; , , ..., R. b CD 2 O eta° G 01 B. k O W 5 O I O C A7 a E. N O th 3 C r� '_' p I m o .4 th "1 eD e° .. i P ? dQ R' e° zl I c") c-) O Cn 1 cn rvi O * I p I FACE ;, 6 k—WORK o u) I 1 I . I I . . I PREFABRICATED I1 \ -' . _—' 1/8 11 GROUT JOINT . WALLCOVERING TO BE INSTALLED : 1/8" SEALANT JOINT WALLCOVEINGWHERE OCCURS -" ONE—PIECE CORNER TO&G!FWJO 1/8" SEALANT JOINT 2 . . . . •' . CERAMIC TILE BUTT TO CERAMIC TILE CERAMIC TILE BUTT TO GWB CERAMIC TILE EDGE _ MS OUTSIDE CORNER IMS TO IMS CERAMIC TILE JOINTS AND INTERIOR MOLDED STONE (IMS) JOINTS \C9) FULL SCALE PROT11 AUG 2012 z I�: t ,1/8" JOINT ____ REtJEML _____ _____ ____ ____________________ __________________________ D TtKP1 A _ ' ___ NOV 1 2012 : _ • • :. : : •V• . n _ : :::5 : :V..:V . : . VV V•V•• .::.:::..: •: __ . . : : :• •:•:: V V V• V: S _ :.::V : .::5:y . S:: V:: : : : V :1:.: •S V : . :V.::: : RMIT CENTEF E : ::V1:1 BACKER AND SEALANT [ _ 1/8" GROUT JOINT ISSUED I REVISED DATE S. : •: • . AT lklC'Iflr I-' rkirrc JfK V: S ::: :: /' I iiu. -' rINLR. I G E N B I D/ P E R M T I I I I 2 I I 2 •. : : :.: : INSIDE CORNER (\ BUTT JOINT ________________________ . V ,, S : i.: :. : •:. \I . _________________________ _________________________ EQUAL I EQUAL V • __ V __ : V ..::1:: S : 'I : ____________ _ 1/8 JOINT V :.• VS. • S V :5 : . . • ________ ! I I—::::-T — — — - - __________ - — __________\\\ (l( FREVIEWED FOR] - S S V S V •V V V • c 90 DECR S COMPLIANCE . __________________________ : : :..: :•: : . BACKER AND SEALANT ' . APPROVED : .• : AT INSIDE CORNERS w _ INSIDE CORNER OUTSIDE CORNER OUTSIDE CORNER DEC 0 5 2012 _________________________________ S. FIPIHSH DTAILS (:;'\ _ TYPICAL STONE JOINTS V BUILENGDMS1ON FULL SCALE JUNE 2004 - S S _ _ S S - . — - , , ' . - , , rnInl ._ nfl, n r n I I ICflfl A 8 0 8 : \remodel\ projects \ remodels \0059 _sow hcenter \cadd0059 \sheets \0059 a- 809.sht 2:50:55 PM OWNER: NORDSTROM, INC. 1700 7th Avenue, Suite 1000 Seattle, WA 98101-4407 T 206 303 4300 F 206 303 4319 www.nordstrom.com ; WHERE OCCUR WHERE OCCURS GWB BUTT WALLCOVERING TIGHT TO TOP OF TILE FOR STRAIGHT, CLEAN JOINT POLISH EXPOSED EDGE x i �� ! ,, P -LAM OVER EXISTING P -LAM `�— ELEVATOR WALL PANELS DO NOT RESTRICT FLOW TO VENTS J3 • :. , WHERE OCCUR WHERE OCCURS _ T A w _ J ,_ -� ,�, ¢ o c) . _.:• : _•..� • ;._.: .:..� / ;� :O :� / =I '.� O 1/8" GROUT JOINT TO START AT TOP OF BEVEL COVED WALL BASE WATERPROOFING MEMBRANE - . • • • • • • • • • • ' • _ : _ ,� HARDBOARD WAINSCOT WAINSCOT DIMENSION (4' -0" OR 8' -0') STARTS 'OM HERE EQ EQ < WALLCOVERING WHERE OCCURS - A -809 - o " o No Zi m - - \ I J THINSET CERAMIC TILE BULLNOSED, COVED WALL BASE WATERPROOFING MEMBRANE EXCEPT AT SLABS -ON -GRADE TOP OF MORTAR BED W J 3/16" EXPOSED JOINT AT TILE PERIMETER NEW STONE BASE = "' :. :': .. p ; ADHESIVE CERAMIC TILE BASE C9 $ $ • r 1/8" SEALANT JOINT ALL SIDES TILE FLOORING PLYWOOD THICKNESS AS NECESSARY FOR FLUSH CONDITION AT THRESHOLD o v W cD� z m CERAMIC AT (FI TILE ELEVATOR �, ° ,,i� • , • • • • • INCLUDING TOP OF BASE, RAKE GROUT TO ALLOW WALLCOVERING� TO SLIP BEHIND, PROVIDE SEALANT OVER. _,__ :. , — — — — 1 x 6 BASE - FASTEN TO EACH STUD BED IN SEALANT PROVIDE JOINTS PER DETAIL A 808 CT 1M) S- w CC• w - -- Z I- Imo., ♦ j go , Z X W - _ • : EXCEPT TOP OR CONCRETE SEALANT AT SLABS -ON -GRADE OF MORTAR BED SLAB A -809 : ': .. ::_ 1/8" SEALANT JOINT CERAMIC TILE FLOORING OR CONCRETE 1/8" SLAB SEALANT JOINT i • I s \ w ° _ _�NN1,�_� ; ���_ EXISTING BRONZE THRESHOLD ELEVATOR CAR - PLAN THINSET CERAMIC TILE�� �j % / / / / / / / / / / / / / /// I : 'i % / / / / / / / / / / / / / //: ��m ;� �� iitinituessell...r J5 ELEVATOR CAB FLOOR FLOORING AND BASE I PASSENGER ELEVATOR AT PASSENGER FLOORING JOINT AT TILE BASE _, :. - . D D . • •. = : • . . p' • D::.:':..: D:: : -.:' :.. :..:.:::.:: •.':.:: :..': '� - • ° • °': D .. D .. • P D . '::: : ::'..::.: :: : : ::::.:: ::: ::':' .:.:.'•::: ::' ' ::: ':::: ::':' ' :: ::'.::.:' F.LO ©R.T }LE:::,:: ♦ • _ '::::::' :'. '' . :':.::;FLOOR:T } .:':' " ::::': ": ; ..:: :. :''.::.: , > > • • = L • D . D . • D • D ...• • D ••• • D .• TILE BASE J9 V . . V V . . �((. . V v • • D . . A.. • ... • ... • D . . WOOD BASE AT HARDBOARD CERAMIC CERAMIC TILE BASE CERAMIC TILE BASE 6 " =1 -0' OCTOBER 2004 6 " =1 -0" DECEMBER 2006 6 " =1' -0" BASND4 - 160CT95 6 " =1' -0" 6 " =1 -0' FEBRUARY 2009 1/2' =1' -0" 0059 NOV 2012 J3 FULL SCALE OCTOBER 2004 GYPSUM STONE PERVDETAIOINTS CRUSH OR CARPET BOARD BASE - A9 ' GFRG °AVER • GYPSUM BOARD GWB POLISH EXPOSED EDGE •:' 24" DIAMET. COLUMN,- 1/2 " EASED COR G.W.B. URETH FLOORING •' GWB WALLCOVERING WHERE OCCURS, DOWN TIGHT TO TOP OF BASE GWB in \ \ CERAMIC TILE BASE CRUSH LINE OF CARPET OR CARPET - AND -PAD 1--- w > a ° o `' Z ° ¢ z an Z w w o N <c cfl ::• . ••' RESILIENT BASE TOP OF CONCRETE TOP OF FINISH FLOOR OR CARPET CRUSH LINE ♦ ' . • ! I _ ♦ . • )‚! 4 STONE BASE A9 �— :•. � A 808 LINE OF CARPET PERVDETAIOINTS A -808 1/8" SEALANT JOINT • / ¢ o � 1/4" "' ` OLDED VISIBLE •P OF TOP OF CRUSH CRUSH PLASTIC JOINTS CONCRETE FINISH CARPET LINE LINE '�' '.. •• • �, n / SOLID WOOD BEHIND 3/4" FASTENED TOP TOP FLOOR CRUSH FRT 2X BLOCKING GWB THICK WOOD BASE TO BLOCKING OF CONCRETE OF FINISH OR CARPET LINE TOP OF HARD FLOORING :. - , ii - AND -PAD ♦ _ :• t , FLOORING `iirA AlLbii'A i I 11�1h l'1lt l l %�1��1� ♦ � 41 Li i MIN Ii! ' �l � �L �1 Ai o Z w w C7 I Z Z CO I ° x C? V to W �' Q �J �� J�1'-_ cr UH Ili "-- is ' p' . ..' D D D D. D D D ° STONE BASE AT CARPET OR CARPET -AND -PAD D • D A A D D • A • • STONE BASE AT HARD A' • D CERAMIC CARPET . • D -AND . - . D D- D P TILE BASE AT -PAD ' • p p' p' ' p' ' p' ' p' ' p' p' RESILIENT BASE AT GWB D D . , , . , , D °. D . A. D .. D . D . D . D .. MOLDED PLASTIC BASE p' . A D ..' p' . p' .. p' :.' p' .:.' p' :.' p ..' p :.' D • . . . A • . . D - . . • D . . . D . . . D . . . . D . D • . . . D . D . D . D . D . . • D . D . ' • URETHANE FLASH COVE p .� P °' . p' .. p' .. p' .. p' .." p' .. p' • . D • . D . D . D • . A • . A • WOOD BASE AT GWB 6 " =1' -0" AUGUST 2009 6 " =1 -0" BASNB6 - 160CT95 G9 6 " =1' -0" APRIL 2008 6" = 1' -0" PROT 11, OCT 2012 6 " =1' -0" BASNB1 - 08NOV96 6 " =1 -0" PROT 11, OCT 2012 6 " =1' -0" APRIL 2007 1 CONTINUOUS SEALANT AT EDGE OF STONE REMOVABLE CARPET ENTRY MAT (FDIC) MIRROR IN BOTTOM CHANNEL 5/8" FRT PLYWOOD FOR FASTENING OF MIRROR CHANNEL WALLCOVERING AT GAP COVER "�',ED EDGE 3 INCH ACETS IN MORTAR. TER SIDE STO , FACETS. CONCRETE STONE OR TILOORING • CALLISON CALLISON www.callison.com • MIRROR IN BOTTOM CHANNEL 5/8" FRT PLYWOOD FOR FASTENING OF MIRROR CHANNEL WALLCOVERING AT GAP, PAINT BLACK AT SALESFLOOR COLUMNS SEE DETAIL '••-• GFRG COLU POLISH EXPO , GFRG COLUMN COVER ♦ -- MIRROR IN BOTTOM CHANNEL OD 5/8 FRT PLYWOOD FACE OF GWB BEYOND AT CORNER OF MIRROR BLACK PAINT AT SALES FLOOR WALLCOVERING AT DRESSING •.:.. •� - • ' � :% ' ../ / J � ° �1 o '- -' '•- z CASEWORK PANEL (PER CASEWORK DWGS BY OTHERS) - = `- ) (( III � ' .• • • • :/ // / / �' - > .; = � iii' � ` ♦ .-. '• :�� � TOP OF CONCRETE TOP OF FINISH FLOOR OR CARPET CRUSH LINE . •. 1 SEE DETAIL ' /4" - q 811 � ROOM SEE DETAIL C3 /A -811 D • • ►° �► (24) */ THIN SET NTH, BETWEEN �P OF TOP OF CERAC I1111141 1 ` 1 5/8" WOOD SPACERS - FACE FLUSH WITH FACE OF GWB BEYOND LEVELING u TO BRING BED AS NECESSARY ENTRY MATTING L L • GWB COVED RESILIENT BASE OF CONCRETE TOP OF FINISH °� TOP OF PLATRM m _ c t/�joo Op�F- o 1:=(-1 = o ,- � 1y O I- ° a �,'; -' w N v Q m RESILIENT BASE FLOOR OR CARPET CRUSH LINE Atr��r.PAMAW ir►riIi.IANT %VARIfA,KAIW_FArl � j�ial,� %�ilw.a WOOD BASE CRUSH LINE OF CARPET OR CARPET - AND PAD TOP OF PLATFORM OR CONCRETE AT CORNER OF MIRROR OR PLATFORM � ��� �� � �� _ T 0 SLAB 4,_ ,. . p D D • �' • o���TOP • p • D D. • D D D D P • D D D I D I . ... . D • .. . p D • ..; . p .:..:. ' • • ' •' , p' .. p' • D P D D D p ° °• °• °• ° D D D �.! I CRUSH OR Alitk I Itti LINE OF CARPET CARPET - AND PAD N �l►r��i.�uvn I�(i.►��i.�iw.�► r�(I WALL BASE r OA i A tA I lipirelitte . . • D D D D D D . . • BASE AT MIRROR WOOD BASE AT 3 -WAY MIRROR D D RESILIENT p D • i • D D D BASE D • D AT D D D . D'. D D' • • : :. D P • COLUMN COVER • D • • • • • • D D D D BASE AT D - D • . . D • . . A . . . A D D D D D COLUVN COVER D ' ' ° • D D D P • P °:: °:.::.:: •:::. 0,1 WOOD BASE AT 3 -WAY MIRROR ENTRY VIAT EDGE AT RESILIE \T BASE AT CASEWORK PANEL 2 �% — CD PROJECT NUMBER 212283.00 6 " =11-0" DECEMBER 2006 6 "=1' -0" PROT 11, OCT 2012 E `7 6" =1' -0" PROT 11, OCT 2012 6 " =1' -0" OCTOBER 2004 FULL SCALE DECEMBER 2008 6 " =1' -0" OCTOBER 2004 6 " =1' -0" PROT 11, OCT 2012 , e e J co,_ a _ o ._ „0 I I I mil, O >T\ �' ` , o 2 ) ''' L oo a) co N Vii) Z V CU 0 .� C/) 1U1 -Q i i i _ - - -- GRID r1 ��— S _��— - - - — -— - —— J— 1 EQ EQ , c:: SCHEMATIC I NOTE: COORDINATE WITH ARCHITECT IF ANY ADDITIONAL EXPANSION JOINTS ARE REQUIRED. TILES ADJACENT TO ADDITIONAL EXPANSION JOINTS WILL REQUIRE TILES TO BE RECTIFIED TO FIT WITHIN THE FIELD TILE LAY OUT TILE FROM START POINT PLAN SHOWING TILE START POINT O SCHEMATIC PLAN SHOWING TILE BAY n O = ® O I- vi ■ II . CI b 0..... ■ ■ ■ 9 ■ ■ it ■ ■ ■ '1_____- 1/16” TYPICAL GROUT JOINT ' ■ ■ ■ POLISHED FINISH (TYP) MATTE FINISH (TYP) RANDOM- STAGGERED JOINTS BUTT TIGHT ADJACENT FLOORING STRIP PATTERN ORIENTATION PER PLANS SINGLE BORDER AT FLOORING TRANSITION r_________/ I I I I VARIES 1 ■ I ■ ■ ■ � ' - • pp NOV 9 202 PERMIT CENTER I . - 1- -1- 7 - r - 7 - r I I I I I I I 1 I 1 1 I I 1 I I I 1 I III] I I I I I 1 I I I (A I I �4 I I I I I 8ft 1,, 1 I 1 F� —wjz� I 1 401° I I I w E I-IW 4- 1 I I wo1 -1m7C I I I 7CQ=Ip I mm I I ¢Im 4,1 I I I I I I I 1 1 1 1 1 1 1 I I I I 1 1 � � � 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 I I I I I 1 1 1 I I I I 1 1 — — _ — — — ISSUED / REVISED DATE — -MITER ALL CORNERS ti_________________ .............= _______ GEN BID /PERMIT 11/12/12 I ■ • ■ ■ ■ ■ 1/8" EXPANSION JOINT I ■ ■ ■ . 1/8" EXPANSION JOINT ■ 1/16" TYPICAL GROUT JOINT REVIEVIED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 ■ ■ il City of Tukwila BUILDING DIVISION O ENLARGED TILE LAYOUT NOTE 16 X 24 NOMINAL NO BORDER AT BACKWALL E13 WHERE OCCURS PROVIDE 1/8" FULL TILE: 1- 115/8" FINISH DETAILS FLOORING AND BASE) A=809 FLOOR TILE LAYOUT LOCATE A -810 SEALANT 1611 S SEALANT T WF-1 AND LOCATE PER DETAIL 3/16" SEALANT JOINT AT WF -2 WOOD PLANK FLOOR PATTERNS All NOT TO SCALE _____.._„____......_.. Al3/4 "=1' -0" PROT11, AUG 2011 : \remodel\ projects \ remodels \0059 _sow hcenter \cadd0059 \sheets \0059 a- 809.sht 2:50:55 PM 0 w 11-)1• LL' ° o ¢ `�' DIMENSION POINT I , I I I DIMENSION POINT DIMENSION POINT DIMENSION POINT RESILIENT FLOORING WHERE OCCURS TOP OF CONCRETE I EDGE STRIP CARPET & PAD DIMENSION POINT �"� � mow° °Q"� o- I-W0 _ ��¢� cnc�w,,� U cn¢wtr c..> cn LL. Opp ¢o w� m m I— } oho- wNo z °I_ mow~ °wm cVr'w ~w 1- Z —J mow w � � d N ... w >-¢� .- ¢ z ,,, z _ N E ° — �d _. a w v ° zo�v�; oz o� z° = °N�d Q�° °O �7 o o- Q W � J , � V)NW¢W -- Y °o _ ..- 6¢ -. v¢w8 m VI ,.,., o° o Y -I ° U m cn O n- EWO-I L.L- r ° 2 E F Ca m o a z = N w DIMENSION P''4 I `` .. I iz ¢ N w = >-' I- Z t•.- 2 11 O EI _ ° %1 O?U Q:, d W ° ° w N ¢ I o Q ; o ° c� W cn 6 �, w wow w z¢M w J LLB, w o N C) J p o ° ID- cD CC 2 o ¢ - w o c� - '-" `` ) ' ' E o '- z N z � , z ° '- - oo cn- w� 68 _` o - o 00� .° w° W �� o TOP OF CONCRETE RESILIENT FLOORING WHERE OCCURS VINYL EDGE STRIP I GLUE-DOWN CARPET. I CARPET THICKNESS MAY VARY BY TYPE. ' I 111411111 IIII II7 II X11► � � � I, � I111�flIlA X[1XI�nl�lal �l \l[1\l1�[�11Tf�lYlllf lf�l � � �r III 'll 111111t►111111 GLUE -;.1 OWN VINYL ED! CUT TOE WITH CARPE ARPET &PAD 11 �11►111►1 If 1 II, I\ 1 II 1► CARPET STRIP - ALIGN CRUSH LINE 1 X111111, �I 1 11 ►I 11 \11111 RAISE CERAMIC TILE FLOORING IN THIS AREA TO MEET CARPET AND PAD, PER REFERENCED D DETAIL , ■ I I 1 1 1 r �''r� — 4 .' . 4 D D P • • D' - . .. , D • • • ° D ° D Mill � o Oill i w ca' c. m o A-810 CARPET AND PAD 111 tha u 1 ,Iku a mid Ia 1 1'',111 N ►1 a u m ►I,m \ \.N. \ \ \ \ \ ,..: CERAMIC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TILE \ \ \ \ O nw .............. Tam. - ■ t � 1:% — .: �.� /' III .1 , .'.1 111 ■■ ■ ■ ■ ■1■ = `■■■■■■■■■■■■■■.• , D D . .. ° ° .� A 810 I , P D • .. . 4 . • 4 .' . P D P ° PD ' • ' . ' • D ° ' P ' . ' . P . D' ;. - .. , D D D - • . - ..' , D - , • • . - "- ; P • ° P D ° • .. D ° ' C. • . D y' 1�1'!' %�' ������ \�,..� \���V �� / ����� \��� \�����_ �� ��� <•►�h� �` • '�� �� ,� — _ I ,► THINSET CERAMIC TILE GE -DOWN CARPET. APET THICKNESS N Y TYPE. A VARY B, • :. \ \111' ���������������i/�11 ��� ►,'II r r �c ii n �1, 1 um v v .•... • � � -... II 11 II III ►IIII 11 ►I 11 111 ilhll►1►11111111111II111►I IIILII \1111111► 111.1►1,II1111 � ` -� / ■ 2' -0" MINIMUM TRANSITION Ini11 l� FLOORING CARPET .' - - . - - - 1111►)�:,I D P D .. D D' _ ' D • . ' o . • - D_ • _ - - - - • - . - - - • - (Le 1.11 11 1, 11 11 I6IIII1111`1 �� — ' D D :. D D D • ° ° . ' P - ° D _ D • D . ' o D • • D D D P D' ...' D' .:.' D' .:. �s P. .� D G - P G D D. D !..' D' ...' D' ...' D' ...' D' ...' -0 MINIMUM TRANSITION , 21 �� M TRAM 4 P D'. - - - • , • • LATEX UNDERLAYMENT - BUILD UP AS NECESSARY / / LATE( UNDERLAYMENT BUIL -UP AS NECESSARY FOR OF CARPET TO ALIGN TOP ,OF WITHI WOOD FLOORING OF WOOD FLOORING —DOWN CARPET / FOR EXACT LOCATION AT E9 TO ALIGNMENT OF WOOD WITH CUSHION BACKED FOR EXACT LOCATION AT E13 LATEX UNDERLAYMENT - BUILD UP AS NECESSARY FOR TOP OF CARPET TO ALIGN WITH CERAMIC FOR EXACT LOCATION AT FOR EXACT LOCATION AT E9 DOOR OPENING OR CASED DOOR OPENING OR CASED A 810 OPENING SEE DETAIL FOR EXACT LOCATION AT DOOR OPENING OR CASED OPENING SEE DETAIL E9 DOOR OPENING OR CASED OPENING SEE DETAIL A -810 DOOR OPENING OR CASED A -810 OPENING SEE DETAIL A -810 OPENING SEE DETAIL A -810 C,- ALIGNMENT WITH GLUE TILE FLOORING GLUE —DOWN CARPET TO CERAMIC TILE FLOORING CARPET —AND CERAMIC TILE —PAD TO FLOORING , CARPET— AND —PAD TO CONCRETE OR RESILIENT FLOORING GLUE —DOWN CARPET TO CONCRETE OR RESILIENT FLOORING GLUE —DOWN CARPET CARPET -AND —PAD 6 " =1' -0' PROT 11, OCT 2012 J9 6 " =1' -0" NOVEMBER 2009 6 " =11 -0" PROT11, OCT 2012 6 " =1' -0" PROT11, OCT 2012 FULL SCALE PROT 11, MAY 2012 FULL SCALE PROT 08, FEB 2011 6 " =1 -0" NOVEMBER 2009 ° Lu `` CC w °- = Q a N inc,,,._,,..„ 3 zou-o !JEJ w cwn l- ° z CO Y w '' N - Y a ° CD = = 2 d 60 C° Ci � oo ,'u, I- o \ ¢ w o ° °I- z z w z o n- II-- '� ° o w W 1/8" 1/8 CERAMIC TILE PERIMETER „ SEALANT ELEVATION 1/2 TO 9/16" TYPICAL eUT SE ANT JOINT, ` OLOR TO A�►IRSAIC TILE 1 POINT FLOORNG PER DWGS (BY OTHERS) SEALANT TRFS*; SITION YPE G BOPO FECONCRETE T EQUAL �� EQUAL EQUAL EQUAL DIMENSION FOR EXACT LOCATION I CERAMIC TILE FLOORING TRANSITION -TYPE RUBBER THRESHOLD ALIGN HIGHEST ' / / I / W w FACE OF MULLION BEYOND /E STONE OR FLOORING TILE ,� / I I I / h: \remodel o I- I N o z W CC o - � o - _ ' ' I I CONCRETE SLAB oI- ''mNg V.2 c) / I 1/8 I _ METAL SCREED TRANSITION- TYPE WITH TOP OF TILE TOP OF CONCRETE i � I I I / °z ``� c� ``' J z _ w w N w ¢ z m = o = w POINT WITH TOP OF TILE � TO CONCRETE AT THI E OF RESILI. T ORING .. LO 0 •. FLUSH RESIL NT FLOORING I I I = r• -7:-. < �' ', , �� ���� _ -,� _ 1/8" SEALANT JOINT I I =� w o = w r- /= TILE FLOORING SET AS BRING 4 • 4 • :. ., ,• D D S TON .:ORDER, TS °,\ �� ' 4 • 4 . ' . ; D D 4 D. P • • .`, D 4 • .' . ' . D 4 . ' " ° D o • ' . _. . D • P ' : IL CERAMI E MOSAIC TILE \� TILEESLEVEL WITHR TOP OF THRESHOLD /// % /// / / /I "� % / / / % % / / //e �— 'M� �Z COO !_! m �- o mom ' Z W • P - • P P D P 2' i- � IMUM ' ' SITION • • • P P :.' D' : • D• D- LEVELING . v z D D P I • D. : .• D- : .' D' P D CRETE \ N■ ‘r • • D D D D D D D ' ' ' I' . . , D p' CEMENTITIOUS D • P - D - O D P D O D D D D • P D P • - D D . .. . .. . .. D D P D D D D D D P .. . .. D D . ° . P . D CEMENTITIOUS a : • - T 0 SLAB . BED - HEIGHT TOP OF STONE AND BORDER D .' D .' . P P D .' .' ' ' - - - I 1 ! `-' m ° N ° _1 p►, cn¢ cc cc -I w w 5 W ° W w w °� °z ° Q I- F- V) I- m ALIGNMENT OF TILE FLOORING WITH WOOD FLOORING / TILE WITH • -.TRANSITION . . D "P .'.' • D . • ° ' •° • •° ° ° ° ° D D • ' . ' D • ' ' ' • D " ' ' ' • D • ' • ' • D • - • ' • D • • ' ' • D • ' _ .. _ • D' . D D' ,' D - ... P . , , D • , .. D - .. P • . . D . • .. P . , . P . .. P . . , . P - . " • • 4 • . , • , . • • , . , • 4 _ . , • _ 4 • ' • • 4 , • • .. • , . _ • • D • •• P • •• D P .• D • ,• D ,• . D • ,• ° . • , • 4 4' A4 n4 4 4 FILL FOR EXACT LOCATION AT DOOR OPENING OR CASED TRANSITION FILL FOR EXACT LOCATION AT . DOOR OPENING OR CASED FOR EXACT LOCATION AT DOOR OPENING OR CASED OPENING SEE DETAIL A -810 STO \E MOSAIC TILE TO CERAMIC TILE FLOORING CERAMIC TILE AT THRESHOLD OPENING SEE DETAIL A -810 OPENING SEE DETAIL A -810 FLOORING —BY— TO CONCRETE OTHERS G 9 J CONCRETE TO STONE OR CERAMIC TILE FLOORING RESILIENT FLOORING TO CERAMIC TILE RESILIENT FLOORING TO CONCRETE PM G13 FULL SCALE JUNE 2009 \projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 810.sht 11/8/2012 2:51:02 6 " =1 -0" NOVEMBER 2009 6 " =1 -0" SEPTEMBER 2008 6' =1' -O" SEPTEMBER 2008 FULL SCALE PROT 08, FEB 2011 G `' 6"=11-0" PROT08, JUN 2010 G5 ' FULL SCALE DECEMBER 2008 W —' 2 = L> = -0 „ui ° m ° w ° ,,; w w o z > z ° cpn z Q (-D o J L, m = o w z N o w z = N ,,, °,� ,,, ° N ° W 0 o J m N z w LW Li Z° ¢C0.9 2 Li C.'�� J mZ N o z ° DIMENSION POINT o m ° Y z in I- m cf, c w z ¢ cD w m z N J N ¢ I w w ° ¢ o I— °o Q If �/ AT DOOR THRESHOLD CENTER AS SHOWN DOOR // °I Jo =1 w = ° w , ZI w cci SADDLE TYPE GROUTHOSOLID FLOORING WHERE OCCURS AT DOOR OPENING: TRANSITION UNDER LEAF I NI AT DOOR OPENING OPENING: BEGINS UNDER OF DOOR LEAF. LOCATE DEPENDING UPON LEAF LOCATION. I I I "1/ FOR EXACT AT DOOR OPENING, SEE _ LOCATION E13� I TRANSITION UNDER DOOR LEAF. LOCATE AS SHOWN DEPENDING UPON DOOR I OR CASED DETAIL A 810 ¢o oI- ��or- �c>r— i ° L 1 s ° cc �¢ wmo I 1/8” SEALANT JOINT - SEALANT COLOR TO I MATCH COLOR OF v �w �i %% / „,,,,,,,,,i,,,,,,,,,,,,,,,,,ii `-r , ,,,,,,�i c I / / I \l, I r// \\ \ai,..L.= ' ' I-�-- _ l 1 I- _ GROUT AT PUBLIC •--- ------ •----- iii •------- •-- •-- -- •---- -• -• • -- - - - -- SPACE CERAMIC TILE. - == :........• .::.. • • = ■■■■�\ • _■■■■■■ P ° '. • ° ' • . D D.' ° • D,' ° D D• D,' P D• . D D,'D . 'D • D.' P , j I I THRESHOLD AT INTERIOR DOOR SEALANT JOINT WHERE OCCURS 4 •' , . 4, ° • ' .o. ' • ,' 4 ' ' • ' 4 4 4 • • . D 4'. P . • P 4 ° 4 D 4 4 4 • .' , . • 4. • ::. D.Q. . • 4 .' . 0 4 .' • D •° • D : .: 'D : D : ' D • •: . • D : D • ' D • • D • . CONCRETEPSLAB o .. , • D , • o .. _ • D , % ����i - �,�A o z co ° .. ,±D °w°? F- w z= Lu o'm } a /��,�� AT CASED OPENING: TRANSITION AT END OF JAMB AS LOCATED ON PLANS SEALANT JOINT WHERE OCCURS ° 2, �/ AT CASED OPENING: TRANSITION AT END OF JAMB AS LOCATED ON AT CASED TRANSITION AS LOCATED OPENING: AT END OF JAMB ON PLANS. T �>, W w Zoe N z 0 Z x a c. Q w L Q N w vN) 7a o ; ALIGNMENT OF TILE FLOORING WITH CARPET -AND —PAD PLANS. FOR EXACT LOCATION AT DOOR OPENING OR CASED OPENING SEE DETAIL A -810 CERAMIC TILE TO CERAMIC FLOORING TILE FLOORING FLOORING EDGE STRIP LOCATION RAMP —TYPE THRESHOLD LOCATIO\ FLOORING TRANSITION LOCATION 61=11-0" C302OFL 26 E " 6" =1' -0" C302OFL 24 6' =1 0" C302OFL 25 6' =1 -0' DECEMBER 2008 ► FULL SCALE PROT11 OCT 2012 C FULL SCALE DECEMBER 2007 ENTRY LEVELING TO CRUSH TOP 2" TO TAL F GLUE . POINT . MAT BED AS NECESS I BRING ENTRY MAT LINE LEVEL WITH OF 'ESHOLD 4" THRES'' L NED TO AB _ _ _ a, DO .CARPE BEYOND FACE OF MULLION BEYOND 4- DIMENSION POINT ME ''; TILE SCREED STO : OR . TILE FLORING o z Lu ¢ x wcn - z CERAMIC ELEVATION TYPICAL 4- DIMENSION POINT TILE PERIMETER .I II 1/2 TO 9/16 I 1/8" SEAL'' T JOINT SEALANT CO .13 TO ° MATCH COLO' OF w GROUT AT CE IC TILE. W J CERAMIC ELEVATION TYPICAL THI f: ET CERAMIC TILE TILE PERIMETER 1/2" TO 9/16 ", ° - Y = z ° �, z N z W CD CZ = Z z w w °o CC ALIGN TOP OF GLUE- DOWN CARPET WITH '- TOP OF TILE SCREED - °\ , �� ---I r; ° p IENSIGN N o ; = Z w 1- w w z _II- m N °m o o _ ~° o (CE'e IC, STONE, OR A►'•LOMERATE) TILE FL ` ORING � / < FACE OF CONTINUOUS AT EDGE THRESHOLD ENTRY LEVELING TO BRING CRUSH TOP OF IIIr MULLION SEALANT. OF CARPET MAT (FDIC) BED AS NECESSARY ENTR Y MATTING LINE LE WITH THRESH OLD TILE SIZE REMOVABLE ENTRY LEVELING TO CRUSH TOP SCREED AS BRING OF NECESSARY CARPET MAT (FOIC) BED AS NECESSARY ENTRY MATTING LINE LEVEL WITH THRESHOLD w Lu SINGLE ANK OPE AS ° I— W z "\\`\REMOVABLE z¢ w ,N z w cc v w o= 1 I �� 1111 A -810 I _ '• CARP' AND -PAD w Y w v w o= AGGLOMERATE cn w I- CESSAR TO MEET �,, °o N 0 -. .,, 1 , CENT :.,BORING$ �_ / >- w cn w ���'�. 7.1 / %.I. STO OR AGGLOMERATE V11 � I TILE BORING - � 4 4 • 4 ' P .. Q. " ° D ° ° ° . ° • . •- LA UNDERLAYMENT 4 ' 4 . D , ' . . ° . • ' ' ° 4 ' . ' ° . P P .VEL i �� I\IIC11,111 ►1 ;:11\ 1111 „,�, �tj� I L.111, Il II Illll II II1 � _ _ _ "_— �ERAMIC - �� � � �_ �� _\ + .� / / / / /// _ _ : _ _ _� ,_ = ; —� --: `' DD P. P • • . . . . . ° . . . . P . .i . D . .. .. .. 011 MINIMUM TR SITION _ `d __ — D. P.. D • TOP BUILD • ° °. °. D . D . ° . D .. OF CONCRETE _.l •,' . I illiik ��� ��1�\\\O P ,.D ,,D • ,.D • • 4 4 • 4 D 6 D D � I” D SITION MINIMUM TR D D D .D D D 4 4 . 4 :. .. p' . .. p' .. D' p' D ° ° P TOP F O NCRET � 0 E° 1T1I11II'1'IyA'1�IIIIInIII1) fU 1 _L _ I. I T 0 SLAB • - - - r ir II I\ I I .' � D . ° � ° D III ° 2 : -. MINIMUM TR'.s ITION - • . .. D' .. D' .� D' .. D °" D ° P P • D • . Lu BOP1�`` NECESSARY m 1' TIL' WITH T OF CERAMIC I z ° ,,J m ° v i wN — N ¢ _ ° I- ,_,_„_,_, o 1- -.1 F...1 w�� N o m 3 b 8 ALIGNMENT OF CERAMIC TILE WITH GLUE —DOWN CARPET -���` • II,� MI I1111 �� N \ ‘ III, v• :::[:'..:: c \ .... ..... . .:....... :.. :.::..:......... .... \ .::..:..::,•• .. .. , .. •. .:• ... T 0 SLAB II ►� la II 11 I I I , .. . ..• .. . :'::' :::.: .:.:::.::...:.:::•::- :.... •:... : •.. , .......Q .:... - ...2... ,.. ... TO SLAB 4 • 4 • 4 : 4 4 •" 4 • ° • ; . P . ° . P . P . ... D�• ...'•D'.. :•D'• ...'•D'• ...'.D'. ...�•D'• Q: • D P . • • D • • • D • • ° .' • . 4 .' . 4 . . 4' . 4' . • . • ° ° D • ° D D • ' D D ° P D D- :.' D' . ..' p' D' :.' D' . ..' D' p' P : . ' . D •, . D P . P 4 4 4 : o.... :...... Q.: • • P • P • D. • P. .. P. .. D • .. P. _ . 4' 4' • 4' I• �' 4• 4' 4• 'D 4' D " P D D D • D P - P P - P . • • • :.' D:,D • • . D. • :.' . D : •'.D: D • •' . ..D ...' . • : .' ..•D _ •'.. p :.:.D' D D P D D D . D . • P . D ° • . . ° . , . P ° D D ...'.D•, ..'•D•• .'.D'•. .'.D�•...'•D'. • - .•D'. D D • P • . . D P ° 4 4 4 4 4 4 , • D • D ° P •' P ° P .' D,• D,• P D D D :. D' :.' p' ..' D `.:.' p' . .. D' ..' D . P • . .. P . .. D : �O : P : • ° : . r UP AS NECESSARY, CRUSH LINE OF E T - A N D - P A D WITH TOP SCREED LEVELING BED - HEIGHT AND SLOPE AS NECESSARY I FOR EXACT LOCATION AT DOOR OPENING OR CASED ALIGN C A R P OF METAL FOR EXACT LOCATION AT DOOR OPENING OR CASED E13 TO ALIGN TOP OF CERAMIC TILE WITH TOP OF STONE RAISE CERAMIC TIL GORING NECESSARY TO ALIGN SCREED AS NECESS WITH WOOD FLOORING G1 OPENING SEE DETAIL A -810 OPENING SEE DETAIL A -810 A -810 b tAter TO FLOORING V CARPET —A \D STONE OR TILE FLOORING —PAD TO AGGLOMERATE ' " CERAMIC TILE FLOORING TO STONE OR AGGLOMERATE TILE FLOORING WOOD FLOORING CERAMIC TILE ENTRY VAT TO GLUE —DOWN CARPET ENTRY AT THRESHOLD MAT EDGE C5 ENTRY MAT TO CERAMIC TILE 6'=1' -0" MAY 2007 6 " =1 -0" PROT 08, FEB 2011 C 1 3 FULL SCALE NOVEMBER 2009 6 " =1' -0" PROT11, OCT 2012 FULL SCALE NOVEMBER 2002 FULL SCALE DECEMBER 2008 FULL SCALE DECEMBER 2008 Gil AT RESILIENT FLOORING J11 AT GLUE DOWN DIMENSION POINTC30� CE OF GWB BEYOND TE "? L ZO FLOORING (BY = THERIS). TRANSITION UP T�` 1/2 ABOVE SLAB. ONPETSSTRIPEOLOR I °.� FIELD CARPET 3/4 2 FIELD ARPET o �;, F- w ° c, N z W z - ° z " -� Z ~ "' "' E- w �,, ° N p � � ` ___j ° m ° A -) w = ° o ° o REVIEWED FOR APPROVED CE DEC 0 5 2012 • City of Tukwila BUILDING DIVISION DIMENSION POINT RE�;rl v tU CITY 0� TUI<1j141! NOV 1 9 2012 PERMIT CENTER z �' �- A -810 CARPET A -810 C11 AT WOOD DIMENSION POINT J13 AT RESILIENT DIMENSION POINT A -810 FLOORING c, C9 AT STONE A-810 FLOORING _ �, All AT WOOD < �r L L 1 = A 810 FLOORING w AT CARPET- 0 J7 AND -PAD = A -810 FLOORING w 2' C7 AT STONE �` NOTE: PRODUC OF 1/8" REMOVABLE TO BRING TO 1/2 TRANSITION MUST • MINIMUM SLOPE P:.' FOOT PET ENTRY MATTING ABOVE SLAB V z= E W \ o (I)) w W °ww N o A 810 FLOORING AT CERAMIC :;: THRESHOLD APPLICATION AT CERAMIC 7 CONFIRM FLOOR TRANSITION - �■, �`���� . �� "``��`� -b.` ` " 1 PAD THROUGHOUT �:: ■■ .■ METAL STAIR ■■ es �;: � ��� ►__ii �■ �■■ -: ■ _ �■■ v ■, a:: =:; ��� o° SL, PE AS to; iT A 810 i'; THRESHOLD APPLICATION CUSHY BACKED CARPET .'DER. NE% SSARY 0 MEET ADJ'' ENT FL 6 O RINGS A 810 G E -DOWN CARPET, C ' ET THICKNESS MA V � �: BY TYPE FLOORING TO BE SPECIFIED � UNDER SEPARATE DOCUMENTS THINSET CERAMIC TILE _ c.I - FLOORING SPECIFIED UNDER -. SEPARATE COVER CARPET- AND -PAD ► r' II \.11,11 �►► 11 � II 1 111 II ► Al /I HMI /,II, 1 II 1 111 p ,Inn ■II , .n IL I� n n c 'I.n a ►, �- � n►nl �� r.' n_il �� -�f' ��1 L n loam ►1 n c. ►� m l� I 1 rr 1 fir/ .. ��'�� III ,I I I II I I II - _, T 0 SLAB __n �� ►, n IL n1► Dn • °. . . P . D ° . ° . . . „ MINIMUM T' SITIO °. °_ °. °. °. °. / D . .' . D . - ° ' • P D ° ° 2 O MIN11A.110. D p ' • ..' D : ►. :.. . ` .. :. • 1- 11 . _ . . . . • MU 'AMBITION' I \ — / / 2' -0" MINIMUM TRANSITION :':•":<::.: ;. :....:::'` ::.::.:..:.:.:... 4 • • • • ° 4 • • • 4 . • _ • 4 • _ 4 • • ° P D • D • • P P - D D D °• D • • p _, . • • D'. - • . D D D' .' . 4 .' . 4 .' • 4 .. 4 .. 4 . ° • o " ' °• • • °' • °' D , • • • -D ", • • - ,D , • //• • .D ", • • - ,D , D', • - • ° : P - D ° ° • P \ - - - - - -- LATEX UNDERL T BUILD UP AS NECE q- FOR TOP OF CARPET LATEX UND ' ENT - BUILD UP AS NECESSARY: FOR EXACT LOCATION AT FOR EXACT LOCATION AT TOP OF CUSHION BACKED J1� TO ALIGN WITH WOOD FLOORING FOR EXACT LOCATION AT DOOR OPENING OR CASED DOOR OPENING OR CASED OPENING SEE DETAIL A -810 DOOR OPENING OR CASED OPENING SEE DETAIL A-810 1 CARPET SAFETY STRIPE AT STAIR NOSING CARPET TO ALIGN WITH METAL SCREED A -810 WOOD FLOORING TO CUSHION BACKED CARPET OPENING, SEE DETAIL A -810 ♦ ENTRY MAT EDGE AT ESPRESSO CERAMIC TILE FLOORING TO FLOORING SPECIFIED UNDER SEPARATE DOCUMENTS CARPET — AND —PAD TO FLOORING SPECIFIED UNDER SEPARATE COVER A13 WOOD FLOORING TO GLUE —DOW\ CARPET A9 6" =1' -0" NOVEMBER 2009 \__JJnnce\_L- . since _ 01 n -La All 6 "=1' -0" PROT 11, MAY 2012 11 /A/9f119 9.I1 -fll PAA V=1 -0" PROT 08, FEB 2011 COPYRIGHT n 2012 CAWSON A7 FULL SCALE DECEMBER 2008 L.1 ____J_N___:_11____J_I_lnncn __..aL___a_ Al 6 " =1' -0" PROT 11, OCT 2012 A3 6" =1' -0' PROT 11, OCT 2012 O 0 0 N N- a, o ■ vu) . E 0 . o 0 0 n ' .- ai (t 0) E. M co 0 O >Q 'td- - ▪ Q j M co I-s 0013 co ''-' o M co o L o ~ Z CO CO C ii, Q;o�00 3 • O O 0 N N 3 o Z�cn it- u.3 z 0 U) J J U CALLISO www.callison.com 0 vit) 0 SOUTHCENTER (005) 2 South center WA 98188 0 0 M 0 CV CV CV CC w CO z 1— 0 w cc a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 FINISH DETAILS (FLOORING AND BASE) A -810 CENTERLINE OF ENTRY AND TEXT INSTALL "RESTROOMS" GRAPHIC ON TOILET ROOM SIDE. INSTALL "ELEVATOR" GRAPHIC ON OPPOSITE SIDE, WHERE APPLICABLE. 0 DEPARTMENT GRAPHIC OR - SUB - DEPARTMENT GRAPHIC DEPARTMENT GRAPHIC PER SCHEDULE SUB GRAPHICS PER GRAPHIC SCHEDULE - — - ELEVATOR — - — - — - - NORT - ENTRY- -RESTROOMS — - I Q w SUB - DEPARTMENT GRAPHIC — PER SCHEDULE "' '�' iii I ` I I ' I I I I I I f- w w I I - I I I f I I CASEWORK WHERE OCCURS I I I � I I I I o o I � I I I I I I I I I I I I I I- I I I I I � I DEPARTMENT GRAPHIC OR SUB - DEPARTMENT GRAPHIC ALONE SUB GRAPHIC 1/4 " =1' -0" DEPARTMENT GRAPHIC PROT08, DEC 2010 3/8 " =1' -0" GRANA1 - 22FEB96 DEPARTMENT GRAPHIC WITH SUB DEPARTMENT GRAPHIC NO SCALE CENTERLINE OF ENTRY AND TEXT SUB GRAPHICS PER GRAPHICS SCHEDULE' INSTALL "RESTROOMS" GRAPHIC ON TOILET ROOM SIDE. INSTALL "ELEVATOR" GRAPHIC ON OPPOSITE SIDE, WHERE APPLICABLE. THIRD LINE OF TEXT WHERE OCCURS SECOND LINE OF TEXT WHERE OCCURS FIRST LINE OF TEXT J SLUUNUAKY URAi-'tiI( o — SEVATOR -- - CUSTOMER- SERVICE— - — - -RESTROOMS- EDGE OF TAILOR AL CALENDAR N MIRROR DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES 1 of w I INTERIOR FACE OF HORIZONTAL ALUMINUM MULLION ABOVE DOOR i 4" � 4" � NO TELEPHONI PER SCHEDULE "' '�' iii I ` I I ' I I I I I I f- w w I I - I I I f I I CASEWORK WHERE OCCURS I I I � I I I I o o I � I I I I I I I I I I I I I I- I I I I I � I DEPARTMENT GRAPHIC OR SUB - DEPARTMENT GRAPHIC ALONE SUB GRAPHIC 1/4 " =1' -0" DEPARTMENT GRAPHIC PROT08, DEC 2010 3/8 " =1' -0" GRANA1 - 22FEB96 DEPARTMENT GRAPHIC WITH SUB DEPARTMENT GRAPHIC NO SCALE CENTERLINE OF ENTRY AND TEXT SUB GRAPHICS PER GRAPHICS SCHEDULE' INSTALL "RESTROOMS" GRAPHIC ON TOILET ROOM SIDE. INSTALL "ELEVATOR" GRAPHIC ON OPPOSITE SIDE, WHERE APPLICABLE. THIRD LINE OF TEXT WHERE OCCURS SECOND LINE OF TEXT WHERE OCCURS FIRST LINE OF TEXT J SLUUNUAKY URAi-'tiI( o — SEVATOR -- - CUSTOMER- SERVICE— - — - -RESTROOMS- EDGE OF TAILOR AL CALENDAR N MIRROR DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES 1 of w I INTERIOR FACE OF HORIZONTAL ALUMINUM MULLION ABOVE DOOR i 4" � 4" � EQ TELEPHONI z i cc 0 N � 0 w oz 0 O 0 O N co cc ti 0 0 ti N ; m 0) 303 4300 co 0 N CD T- O) M O C') O O N E 0 0 E 0 L 0) O c 3 DECEMBER 2005 SECONDARY GRAPHIC 3/8' =1' -0" SUB GRAPHIC GRANA4 - 170CT95 1/4 " =1' -0" PROT08, DEC 2010 CENTERLINE OF GRAPHIC AND AQUARIUM 4" - INSTALL GRAPHIC DIRECTLY TO CASEWORK, CENTERED EQUALLY ON 2" BAND ACCESSIBLE SIGN DEPARTMENT GRAPHIC 1- x w 1- KID'S SHOES AQUARIUM GRAPHIC 3/4 " =1' -0" SIGN LOCATIONS DEPARTMENT GRAPHIC AND SECONDARY GRAPHIC -NOTE: PAIR OF DOORS WHERE OCCURS. AT PAIR OF DOORS, PROVIDE IDENTICAL GRAPHIC ON EACH DOOR LEAF. GRAPHIC VARIES PER ¢L GRAPHIC AND DOOR LEAF GRAPHICS SCHEDUL HANGING PUCK (FOR REFERENCE �W — - — - — - — ONLY) PRE- FABRICATED DRESSING ROOM PARTITION TEXT VARIES PER GRAPHICS SCHEDULE -NOTE: PAIR OF DOORS WHERE OCCURS. AT PAIR OF DOORS, PROVIDE IDENTICAL GRAPHIC ON EACH DOOR LEAF. — ACRYLIC SLEEVE (FOR REFERENCE ONLY) C AND HANGING POCK CENTERLINE OF GRAPHIC BOITOM- OF_GRAPHLC HEIGH N H NG PUCK (FOR EFERENCE ONLY) L CENTERLINE OF T AND DOOR LEAF THIRD LINE OF TEXT, WHERE OCC RS SECOND LINE OF TEXT, WHERE OCC RS XT EQ ,_ E FIST LINE OF T XT EQ EQ THIRD LINE OF owl TEXT, WHERE OCCURS SECOND LINE OF TEXT, WHERE OCCURS I L � I -FIST LINE OF T XT NOTE: DOOR LEAF MAY BE FULL- HEIGHT LEAF DOORS WITHOUT VISION PANELS DOORS WITH VISION PANELS DRESSING ROOM GRAPHIC AUGUST 2005 PROT11, JUN 2011 OCTOBER 2005 3/8' =1' -0" PROT 11, JAN 2012 DRESSING ROOM GRAPHIC 3/8' =1' -0" PROT 11, JAN 2012 GENERAL INFORMATION GRAPHIC AT DOORS 3/8' =1' -0" CL OF PHONE SLUUNUAKY URAi-'tiI( o �� �� EDGE OF TAILOR AL CALENDAR N MIRROR DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES I INTERIOR FACE OF HORIZONTAL ALUMINUM MULLION ABOVE DOOR i EQ I I EQ TELEPHONI \ / I I I I I I I I I I I I CASEWORK WHERE OCCURS � w O I LOGO DECAL" OF GLASS TO BE READABLE FROM KID'S SHOES AQUARIUM GRAPHIC 3/4 " =1' -0" SIGN LOCATIONS DEPARTMENT GRAPHIC AND SECONDARY GRAPHIC -NOTE: PAIR OF DOORS WHERE OCCURS. AT PAIR OF DOORS, PROVIDE IDENTICAL GRAPHIC ON EACH DOOR LEAF. GRAPHIC VARIES PER ¢L GRAPHIC AND DOOR LEAF GRAPHICS SCHEDUL HANGING PUCK (FOR REFERENCE �W — - — - — - — ONLY) PRE- FABRICATED DRESSING ROOM PARTITION TEXT VARIES PER GRAPHICS SCHEDULE -NOTE: PAIR OF DOORS WHERE OCCURS. AT PAIR OF DOORS, PROVIDE IDENTICAL GRAPHIC ON EACH DOOR LEAF. — ACRYLIC SLEEVE (FOR REFERENCE ONLY) C AND HANGING POCK CENTERLINE OF GRAPHIC BOITOM- OF_GRAPHLC HEIGH N H NG PUCK (FOR EFERENCE ONLY) L CENTERLINE OF T AND DOOR LEAF THIRD LINE OF TEXT, WHERE OCC RS SECOND LINE OF TEXT, WHERE OCC RS XT EQ ,_ E FIST LINE OF T XT EQ EQ THIRD LINE OF owl TEXT, WHERE OCCURS SECOND LINE OF TEXT, WHERE OCCURS I L � I -FIST LINE OF T XT NOTE: DOOR LEAF MAY BE FULL- HEIGHT LEAF DOORS WITHOUT VISION PANELS DOORS WITH VISION PANELS DRESSING ROOM GRAPHIC AUGUST 2005 PROT11, JUN 2011 OCTOBER 2005 3/8' =1' -0" PROT 11, JAN 2012 DRESSING ROOM GRAPHIC 3/8' =1' -0" PROT 11, JAN 2012 GENERAL INFORMATION GRAPHIC AT DOORS 3/8' =1' -0" CL OF PHONE WALL TERATIONS FOR DRESSING ROOMS WITHOUT A FITTING ROOM OR IF THE CONFIGURATION VARIES FROM THIS DETAIL, VERIFY LOCATION WITH ARCHITECT E3 TAILOR ALTERATIO \S CALENDAR LOCATION 3/8 " =1' -0" "ACCESSIBLE ENTRANCE DECAL" - APPLY TO INTERIOR FACE OF rn "UNLOCKED DOOR GRAPHIC" (TEXT VARIES PER GRAPHICS nnn UUUK GLHJJ lHl t'UYYtK- HJJIJItU �� �� I �� �� EDGE OF TAILOR AL CALENDAR N MIRROR DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES I INTERIOR FACE OF HORIZONTAL ALUMINUM MULLION ABOVE DOOR i EQ EQ EQ TELEPHONI WALL TERATIONS FOR DRESSING ROOMS WITHOUT A FITTING ROOM OR IF THE CONFIGURATION VARIES FROM THIS DETAIL, VERIFY LOCATION WITH ARCHITECT E3 TAILOR ALTERATIO \S CALENDAR LOCATION 3/8 " =1' -0" "ACCESSIBLE ENTRANCE DECAL" - APPLY TO INTERIOR FACE OF rn "UNLOCKED DOOR GRAPHIC" (TEXT VARIES PER GRAPHICS nnn UUUK GLHJJ lHl t'UYYtK- HJJIJItU �� �� I �� �� LUbV LUbU DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES I INTERIOR FACE OF HORIZONTAL ALUMINUM MULLION ABOVE DOOR i EQ EQ EQ \ / II \ / LOGO DECAL" OF GLASS TO BE READABLE FROM / \ "STORE HOURS GRAPHI' VARIES PER GRAPHICS APPLY TO INTERIOR F TO BE READABLE FRO / EXT DULE). F GLASS ERIOR� Store Hours \ S \ \, \I I `� / / / /' \ \ \ `\ / / / /' Store Hours "NO SMOKING SI VARIES PER GR APPLY TO INTE TO BE READABL I "NORDSTROM LOGO DECAL" APPLY TO INTERIOR FACE OF READABL� ROM o I ' (TEXT S SCHEDULE). FACE OF GLASS OM EXTERIOR / / /' \ \ \ / / /' \ \ \ EXTENT OF NARROW ENTRIES EXTENT OF WIDE ENTRIES PROT08, DEC 2010 GRAPHICS AND SIGNAGE AT EXTERIOR ENTRY GLAZING SCHEMATIC 3/8' =1' -0" Q' z 0 J J 0 E 0 Z o w 0 N J = J a) a9 3 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 5 2012 MAY 2008 3(9s City ofTukwila 1 "ACCESSIBLE ENTRANCE DECAL" - APPLY TO VESTIBULE FACE OF DOOR GLASS (AT POWER- ASSISTED DOORS, WHERE OCCUR), TO BE READABLE FROM BOTH SIDES EQ ,, EQ tEQ1EQ EQ EQ "UNLOCKED DOOR GRAPHIC" ONLY WHERE DOOR HARDWARE INCLUDES A LOCK. (TEXT VARIES PER GRAPHICS SCHEDULE). APPLY TO SALESFLOOR FACE OF HORIZONTAL EQ ALUMINUM MULLION ABOVE DOOR. LOGO EQ LOGO EQ 1 6" X 8 5/8" 2A 6" X 9 1/8" 2B 6" X 9 1/8" 2C 6" X 9 1/8" 3 6" X 8 5/8" 4 6" X 8 5/8" 5 i i 6" X 9 1/8" "SPN TEXT GRAPHI Y LOGO" =S PER SCHEDULE STROO OO 1 MS Q TO RES— OOOM TOO REST BOO OM < _O R STR OM MEN 1 J WOMEN MMSSEX AND FAML Y RESIT O M L) 6 6" X 9 1/8" 7 6" X 9 1/8" 8 6" X 8 5/8" 9 10A 6" X 6" 6" X 9 1/8" 10B 3" X 3" 11 6" X AS NECESSARY 14A 6" X AS NECESSARY 7- STARS 1 G 0 Lir) D 0 0 ELEVATION OF ENTRY STOREFRONT SYSTEM FROM MALL E\ TRY GRAPHICS & LOGOS GRAPHICS AND SIGNAGE AT VESTIBULE GLAZING - SCHEMATIC WOMEN'S MEN'S LANG MO -HERS' ROOM ' JRESSNG ROOMS , SOUTHCENTER Southcenter WA 98188 0 0 00 03 N CV CV w CD z H 0 w O oe n. J J / 3/8" = I.0" 3/8 " =1' -0" JULY 2005 BRAILLE LOCATION, RE % Lit't•') TYPICAL CITY OF TUKWI A, NM 1' x;2012 PERMIT CENTER 14B 6" X 8 5/8" 15A 6" X AS NECESSARY 15B 6" X 8 5/8" 16 6" X AS NECESSARY 17A 6" X AS NECESSARY 18A 6" X AS NECESSARY 18B 6" X 8 5/8" EMT S _ADRS r 0X117 S _ R DOWN J 17B 6" X AS NECESSARY i EXIT ROUTE 0 z SYMBOL OUTLINE EX11 EX0 _ I / S. U =0R ISSUED 1 REVISED DATE GEN BID /PERMIT 11/12/12 1 3/4" RADIUS, TYPICAL REFERENCE GRID 19A 6" X AS NECESSARY 19B 6" X 8 5/8" 20A 6" X AS NECESSARY 20B 6" X 8 5/8" 21 E 11— ROUTE TO EMIT UTE INTERNATIONAL SYMBOL OF ACCESSIBILITY NO SCALE PROT08, JAN 2011 6" X 8 5/8" 22 6" X 8 5/8" 23 6" X 8 5/8" I I I \ / \ / LOGO DECAL" OF GLASS TO BE READABLE FROM / \ / \ STROO OO 1 MS Q TO RES— OOOM TOO REST BOO OM < _O R STR OM MEN 1 J WOMEN MMSSEX AND FAML Y RESIT O M L) 6 6" X 9 1/8" 7 6" X 9 1/8" 8 6" X 8 5/8" 9 10A 6" X 6" 6" X 9 1/8" 10B 3" X 3" 11 6" X AS NECESSARY 14A 6" X AS NECESSARY 7- STARS 1 G 0 Lir) D 0 0 ELEVATION OF ENTRY STOREFRONT SYSTEM FROM MALL E\ TRY GRAPHICS & LOGOS GRAPHICS AND SIGNAGE AT VESTIBULE GLAZING - SCHEMATIC WOMEN'S MEN'S LANG MO -HERS' ROOM ' JRESSNG ROOMS , SOUTHCENTER Southcenter WA 98188 0 0 00 03 N CV CV w CD z H 0 w O oe n. J J / 3/8" = I.0" 3/8 " =1' -0" JULY 2005 BRAILLE LOCATION, RE % Lit't•') TYPICAL CITY OF TUKWI A, NM 1' x;2012 PERMIT CENTER 14B 6" X 8 5/8" 15A 6" X AS NECESSARY 15B 6" X 8 5/8" 16 6" X AS NECESSARY 17A 6" X AS NECESSARY 18A 6" X AS NECESSARY 18B 6" X 8 5/8" EMT S _ADRS r 0X117 S _ R DOWN J 17B 6" X AS NECESSARY i EXIT ROUTE 0 z SYMBOL OUTLINE EX11 EX0 _ I / S. U =0R ISSUED 1 REVISED DATE GEN BID /PERMIT 11/12/12 1 3/4" RADIUS, TYPICAL REFERENCE GRID 19A 6" X AS NECESSARY 19B 6" X 8 5/8" 20A 6" X AS NECESSARY 20B 6" X 8 5/8" 21 E 11— ROUTE TO EMIT UTE INTERNATIONAL SYMBOL OF ACCESSIBILITY NO SCALE PROT08, JAN 2011 6" X 8 5/8" 22 6" X 8 5/8" 23 6" X 8 5/8" ACCESSIBLE SIGNS / DECALS NOTE: DIRECTIONAL ARROW AT SIGNS 2A, 2B, 2C, 8, 15A, 15B, 19A, AND 19B VARY PER GRAPHICS SCHEDULE. 311 = 11.011 INTERIOR DETAILS (GRAPHICS DETAILS) PROT08, JUNE 2011 h: \remodel\projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 821.sht 11/8/2012 2:51:14 PM COPYRIGHT © 2012 CALLISON A -821 I I I ACCESSIBLE SIGNS / DECALS NOTE: DIRECTIONAL ARROW AT SIGNS 2A, 2B, 2C, 8, 15A, 15B, 19A, AND 19B VARY PER GRAPHICS SCHEDULE. 311 = 11.011 INTERIOR DETAILS (GRAPHICS DETAILS) PROT08, JUNE 2011 h: \remodel\projects \remodels\ 0059_ southcenter \cadd0059\sheets \0059_a- 821.sht 11/8/2012 2:51:14 PM COPYRIGHT © 2012 CALLISON A -821 s \Nord \Nord Southce SYMBOLS & ABBREVIATIONS SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION A.C. AIR CONDITIONING UNIT A.D. AIR DOOR M.C. MECHANICAL CONTRACTOR ESP I MD DAMPER I M.D. MOTORIZED POWER MCA o A.F.F. ABOVE FINISHED FLOOR (AC -XXX) MECHANICAL EQUIPMENT TAG NOM. NOMINAL TSP B.D.D. BACKDRAFT DAMPER B.S. BIRD SCREEN B.O.G. BOTTOM OF GRILLE B.O.D. BOTTOM OF DUCT BT B.T. BYPASS TIMER CL CENTER LINE CUH CABINET UNIT HEATER CO CARBON MONOXIDE SENSOR ® CO' CARBON DIOXIDE SENSOR 0 DIAMETER D.S. DISCONNECT SWITCH D.T.S. DUCT TEMPERATURE SENSOR /\./X/ 8.5 / // Dn�. -V=' --' R RB R.V.D. O.B.D. OPPOSED BLADE DAMPER ORIFICE SIZE (INCHES) O.A. OUTSIDE AIR OV. OVAL P.B.D. PARALLEL BLADE DAMPER P.O.C. POINT OF CONNECTION R. RELOCATE R.A. RETURN AIR R.B. REBALANCE R.A.G. RETURN AIR GRILLE R.V.D. REMOTE VOLUME DAMPER D.G. DOOR GRILLE HP pX DRAWING NOTE AC -1 N. (�i RETURN DUCT DOWN 55 22,935 A O RETURN DUCT UP Jr D D DUCT DROP IN DIRECTION OF ARROW 990 (4) 16,000 0.75 71/2 0 w SIDE INLET CAN Jr R DUCT RISE IN DIRECTION OF ARROW .,R DN. DOWN E.C.H. ELECTRIC CEILING HEATER E.D.C. ELECTRIC DUCT COIL E.F.C. ELECTRIC FAN COIL E.U.H. ELECTRIC UNIT HEATER E.C. ELECTRICAL CONTRACTOR E.C. 160 10,000# 70 KW SD AC -2 S.D. SMOKE DETECTOR 1ST FLOOR NORTH 50 O S. DMPR. SMOKE DAMPER S.P.F. SMOKE PURGE FAN ® S.S.S.C. SOLID STATE SPEED CONTROL Jr S.L. SOUND LINING - 25 970 (4) 14,500 0.75 5 ELEVATION DMPR. SPLITTER DAMPER ROUND EXIST. EXISTING E.A. EXHAUST AIR E.F. EXHAUST FAN EXT. EXTERIOR OR EXTERNAL imi SQUARE TO ROUND DUCT TRANSITION 70 KW t RECT. SIS START /STOP I STATIC PRESSURE SENSOR SP I S.A. SUPPLY AIR 25,500 .'�. C ) SUPPLY DUCT DOWN - ,- ir e EXTR. EXTRACTOR 18,000 0.50 F.LT. FAN INDUCTION TERMINAL I O SUPPLY DUCT UP 460VI3PH/60 QS Q OT SW. SWITCH T.C. TEMPERATURE CONTROL T.S. TEMPERATURE SENSOR TSTAT. THERMOSTAT FD ED FIRE DAMPER T.A. FILTERS, 0- 100 %, ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. - FSD F.S.D. FIRE /SMOKE DAMPER F.O.B. FLAT ON BOTTOM F.O.T. FLAT ON TOP 60 )::( TOP INLET LAY -IN 2.25 F.T.U. FAN TERMINAL UNIT I 110' F.C. FLEXIBLE CONNECTION T.O.D. TOP OF DUCT T.F. TRANSFER FAN 4. 16,000 G.C. GENERAL CONTRACTOR 71/2 470 (2) T.V. TURNING VANES U.D. UNDERCUT DOOR V.A.V. VARIABLE AIR VOLUME TERMINAL 160 8x8 NECK SIZE T.A. FILTERS, 0100 %, ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. (INCHES) GRILLE, REGISTER, OR DIFFUSER TYPE 200 I A 3RD FLOOR EAST 50 AIR QUANTITY (CFM) H.P. HEAT PUMP OR HORSEPOWER INT. INTERLOCK M.U.A. MAKE -UP AIR M.U.F. MAKE -UP AIR FAN .Jr-_Li V.D. VOLUME DAMPER - 1-3--) O WIRE GUARD COVER OVER TEMPERATURE SENSOR WIRE GUARD COVER OVER THERMOSTAT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING GENERAL NOTES 1. ALL DUCTWORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES: CODES, RULES AND REGULATIONS OF THE STATE OF WASHINGTON, THE CITY OF TUKWILA AND THE UNIFORM MECHANICAL CODE. 2. RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH SOUNDLINING OR EXTERNAL INSULATION WRAP AS INDICATED IN NOTE 4 UNLESS OTHERWISE NOTED. 3. FLEXIBLE DUCTWORK SHALL BE CLASS 1 CONFORMING TO U.L. STANDARD 181 AS REQUIRED BY LOCAL CODE OR AGREEMENT. 4. DUCTWORK SHALL BE INSULATED PER THE TABLE BELOW DUCTS REQUIRING INSULATION: A. INDOOR, CONCEALED SUPPLY AND OUTDOOR AIR. B. INDOOR, CONCEALED RETURN LOCATED IN NONCONDITIONED SPACE. C. OUTDOOR, EXPOSED SUPPLY AND RETURN. ITEMS NOT REQUIRING INSULATION: A. METAL DUCTS WITH DUCT LINER OF SUFFICIENT THICKNESS TO COMPLY WITH LOCAL ENERGY CODE. B. FACTORY - INSULATED FLEXIBLE DUCTS. C. FLEXIBLE CONNECTORS. D. VIBRATION- CONTROL DEVICES. E. FACTORY - INSULATED ACCESS PANELS AND DOORS. 5. TAPE OR SEAL ALL JOINTS IN CONCEALED DUCTWORK SYSTEM 6. ALL CUTTING, PATCHING, FRAMING, FIRE SAFING, PAINTING, ROOF OPENING CURBS, ROOFING ETC., REQUIRED TO INSTALL MECHANICAL SYSTEM HEREIN SHALL BE BY GENERAL CONTRACTOR, INCLUDING ALL FLASHING, SEALING, FRAMING AND ROOFING ON SHEET METAL DUCT ENCLOSURES. 7. MECHANICAL EQUIPMENT ACCESS PANELS IN FURRED ENCLOSURES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 8. POWER WIRING AND CONNECTIONS TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. CONTROL WIRING AND LOW VOLTAGE CONNECTION TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. 9. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SHEET METAL. 10. ALL MEDIUM PRESSURE DUCT TO BE MANUFACTURED IN ACCORDANCE WITH SMACNA MEDIUM PRESSURE STANDARDS. 11. BUTTER ALL JOINTS AT SOUNDLINING IN MEDIUM PRESSURE DUCTWORK. 12. ALL MEDIUM PRESSURE DUCT TAKEOFF FITTINGS SHALL BE BOOT TEES UNLESS OTHERWISE NOTED. 13. INLET CONNECTIONS TO ALL MEDIUM PRESSURE TERMINAL UNITS SHALL HAVE BEAD AND CRIMP TO ASSURE POSITIVE FLEXIBLE DUCT CONNECTION. MINIMUM FLEX DUCT LENGTH SHALL BE THREE FEET UNLESS RESTRICTED BY LOCAL CODE OR AGREEMENT. 14. ELEVATIONS SHOWN ON THESE DRAWINGS ARE INTENDED FOR DESIGN COORDINATION ONLY. REFER TO HVAC SHOP DRAWINGS FOR EXACT ELEVATIONS AND DIMENSIONS. 15. CONTACTORS, MAGNETIC STARTERS AND DISCONNECT SWITCHES SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE. 16. DRAWINGS AND MANUALS SHALL BE PROVIDED TO THE BUILDING OWNER IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416. 17. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE BALANCED IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2.3- 1416.2.6.3. 18. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE COMMISSIONED IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2- 1416.2.3. 19. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE W /IBC, IMC & SMACNA SEISMIC STANDARDS. 20. PROVIDE PIPE INSULATION PER 14 -6 WSEC. 21. PROVIDE 5 DEGREE DEADBAND W/ AUTO SETBACK PER WSEC. 22. PROVIDE PREMIUM EFFICIENCY MOTORS FOR ALL MECHANICAL SYSTEMS PER WSEC TABLE 14-4. 23. EQUIVALENTS WILL BE CONSIDERED FOR ALL EQUIPMENT. 24. DUCT INSULATION IS SHOWN WHERE REQUIRED BY CODE. INSULATION OUTSIDE OF SHELL AND CORE AREAS SHALL BE PROVIDED AS PART OF THE TENANT IMPROVEMENT PROJECTS. 25. EACH SYSTEM OR ZONE THERMOSTAT SHALL BE CAPABLE OF A DEADBAND OF AT LEAST 5 °F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY IS SHUT OFF OR REDUCED TO A MINIMUM. 26. MOTORIZED DAMPERS WILL BE PROVIDED TO CLOSE AUTOMATICALLY WHEN ITS RESPECTIVE SYSTEM IS OFF, OR UPON POWER FAILURE. 27. HEATING AND COOLING SYSTEMS SHALL HAVE OPTIMUM START CONTROLS. 28. AIR ECONOMIZERS SHALL BE CAPABLE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING AC UNIT SCHEDULE MARK MFR. I MODEL AREA SERVED NOM. TON ESP EVAP. FAN RET.IEXHUAST FAN MIN OSA CFM POWER MCA WGHT. AUXIL. ELECT. HT. REMARKS CFM TSP ESP HP RPM CFM ESP HP RPM AC -1 TRANE I SEHC -554 1ST FLOOR SOUTH 55 22,935 2.50 - 25 990 (4) 16,000 0.75 71/2 600 (3) 3,000 460V13PH160 160 10,000# 70 KW T.R. FILTERS, 0-100%, ECON. ELECTRONIC CONTROLS (NO T'STATS) HIGH CAP. COIL (EVAP), ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC -2 TRANE I SEHC -504 1ST FLOOR NORTH 50 23,230 2.50 - 25 970 (4) 14,500 0.75 5 575 (3) 3,000 460V/3PH160 167 10,000# 70 KW T.A. FILTERS, 0- 100 %, ECON. ELECTRONIC CONTROLS (NO T'STATS), ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC -3 TRANE I SEHC -604 2ND FLOOR SOUTH 60 25,500 2.00 - 25 850 (5) 18,000 0.50 7 112 500 (2) 3,000 460VI3PH/60 167 10,000# 90 KW T.A. FILTERS, 0- 100 %, ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC-4 TRANE I SEHC -604 2ND FLOOR NORTH 60 24,000 2.25 - 25 850 (5) 16,000 0.50 71/2 470 (2) 3,000 460V /3PH /60 160 10,000# 90 KW T.A. FILTERS, 0100 %, ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC -5 TRANE I SEHC -504 3RD FLOOR EAST 50 21,250 1.75 - 20 860 (3) 15,000 0.38 5 540 (3) 2,500 460V/3PH/60 133 9,500# 70 KW T.A. FILTERS, 0-100%, ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC -6 TRANE I SEHC -504 3RD FLOOR WEST 50 21,250 t50 - 20 810 (3) 15,000 0.38 5 540 (3) 2,500 460V/3PH/60 133 9,500# 70 KW T.A. FILTERS, 0100 %; ECON. ELECTRONIC CONTROLS (NO T'STATS), FACTORY CURBS, ACCESS DOORS, HIGH EFF. MTRS & E.G.L. AC -7 TRANE / BTC 100GV CUSTOMER SERVICE 81/2 3,700 0.70 - 3 1,243 GREENHECK SP -27 DISPLAY WINDOW 133 326 0.25 300 460V/3PH/60 27 1,300# EF -17 GREENHECK SP -27 AC -8 CARRIER / 50AH024 P.O.S./TELEPHONE 3 1,200 0.40 - 1/3 1,100 - - - - - 230V/1 PH160 32 500# - METHANE GAS VENT 940 0.50 1/4 1,725 120V /1PH NO B.D.D. B.S. CYCLE TIMER 1 HR ON 2 HRS OFF EF -20 GREENHECK SW -18 -30 KITCHEN HOOD 4,200 3.4 3 1727 460V /3PH CWBH, WEATHER HOOD, INTER TO RUN W /MUA -3 EF -21 GREENHECK SP -25 SECURITY HOLD 141 165 HP -1 TRANE I BWC 120C4 3RD FLOOR UPPER WEST LEVEL 10 4,000 1.00 - 2 825 (3) - - - - 300 460V/3PH/60 72 1,108# 29 88KW BAY96x243A W/ OVERSIZED MOTOR, HORIZONTAL DISCHARGE, BAY 28x138 T'STAT HP -2 TRANE I BWC 120C4 3RD FLOOR UPPER EAST LEVEL 10 4,000 1.00 - 2 825 (3) - - - - 300 460V13PH160 72 1,108# 29 88KW BAY96x243A W/ OVERSIZED MOTOR, HORIZONTAL DISCHARGE, BAY 28x138 T'STAT HP -3 TRANE I BWC 090F4 RESTAURANT /KITCHEN 71/2 3,000 1.25 - 1 1/2 835 (2) - - - - 450 460VI3PH /60 35 1,500# 9 96KW BAY96x249A W/ ECONOMIZER, ROOF CURB, OVERSIZED MOTOR, BAY 28x138 TSTAT HP -4 TRANE I BWC 090F4 RESTAURANT /KITCHEN 71 /2 3,000 1.25 - 1 1/2 835 (2) - - - - 450 460VI3PH/60 50 1,500# 19 92KW BAY96x250A W/ ECONOMIZER, ROOF CURB, OVERSIZED MOTOR, BAY 28x138 T'STAT HP -5 TRANE / BWC 060G4 EMPLOYEE LOUNGE 5 2,000 0.50 - 3/4 MED - - - - 300 460V/3PH/60 30 800# 9.96 KW W/ ECONOMIZER, ROOF CURB, TIME DELAY, O. T., O.D.T. BOX, BAY 28x38 T'STAT EDC 3 -4 REDD -1 I MODEL R 3 277V/10 10.8 1 1600 16" x 16" SERVED BY FIT 3 -7 EDC 3 -5 REDD -1 I MODEL R 3 277V/10 10.8 1 1170 18" x 12" SERVED BY FIT 3 -8 EDC 3 -6 EC. 1&2 TRANE I BTE 120B -400GA ALTERATIONS & TAILOR 10 4,000 0,75 - 1 1/2 700 (5) - - - - - 460V13PH160 15 (EA) 500# 7.14 KW W/ ELECT. HEATER FILTER ENCLOSURE & 25TG C /25TG. H T'STAT W/ AUTO C.O. C.U.1 &2 TRANE I BTA 120 D *400A ALTERATIONS & TAILOR 10 - - SERVED BY HP -2 EDC 4 -2 REDD -1 I MODEL R 3 277V/10 10.8 1 585 460V13PH160 29 (EA) 800# _ Wl LOW AMB HD. PRESS CONTROL DAMPER T.D. RELAY, ANTISHORTCYCLE CONTROL & SPRINK ISO FC -3 TRANE I TWHO60P150A GIFTS 4 2,000 - 277V /1PH 3/4 - - - - - - 2081230/1 PH 200 850 N/A - CU -3 TRANE I TTA072A400A GIFTS 4 - - - - - - - - - - 2081230/1PH - - - W /HEAD PRESS, CONTROL# BAYLOAMIOIA, BRAZE ADAPTERS# 8581 -01- 0301 -EQ PSF FAN INDUCTION TERM. OFFICE 253 800 N/A - 277V /1PH FAN SCHEDULE MARK MFR.IMODEL AREA SERVED CFM ESP HP RPM POWER REMARKS EF -1* GREENHECK G -100 -B ROOMS 120,121 550 0.375 1/12 1,140 120VI1PH B.S., B.D.D. EF -2 GREENHECK GB -24-15 TAILOR HOOD 4,430 0.55 11/2 859 460V /3PH B.S., B.D.D. INTERLOCK TO RUN W /MUA -1 EF -3 GREENHECK GB -18 -10 ALTERATION HOOD 2,661 0.75 1 1,078 460V13PH MODEL# SP -27 -250 CFMI.25 S.P. EF-4 GREENHECK SP -60 ROOM 223 (BOILER ROOM) 650 0.38 1/6 1,050 120V11PH HONEYWELL CLG TSTAT #7651A2028 EF -5* GREENHECK G -100 -A ROOMS 241,243, 244 1,105 0.375 1/4 1,725 120V /1PH B.S., B.D.D. EF -6* GREENHECK CUE- 10 -BX -QD ROOMS 342, 343 525 0.25 1/8 1,140 120VI1PH B.S., B.D.D. EF -7* GREENHECK GB- 14 -3X -QD ROOMS 322, 326, 327, 328, 329 & VENDING 1,755 0:25 1/3 1,194 120V/1 PH B.S., B.D.D. EF -8* GREENHECK GB- 14 -4X -QD ROOMS 307, 309, 317 700 0.25 1/4 940 120VI1PH B.S., B.D.D. EF -9 GREENHECK BSQ -14 -5 DISPLAY WORKROOM 404 1,825 0,38 1/2 1,331 120VI1PH HANGERS, VIB. ISOL. BELT GUARD ON /OFF WALL SWITCH EF -10 GREENHECK GW- 95- DGEX -OD ELECTRICAL ROOM 411 460 025 1/2 1,331 120V11 PH B.S.,B.D.D. & HONEYWELL T651A2028 TSTAT EF -11 GREENHECK GW -95 -G FREIGHT ELEV. MACH. ROOM 410 505 0.25 1/12 1,300 120V /1PH B.S.,B.D.D. & HONEYWELL T651A2028 TSTAT EF -12 GREENHECK GW -95 -G PASSENGER ELEV. MACHINE ROOM 410 560 0.25 1/12 1,330 120V /1PH B.S.,B.D.D. & HONEYWELL T651A2028 TSTAT EF -13 GREENHECK SP -27 DISPLAY WINDOW 112 330 0.25 1/15 (2.1A) 1,550 460V /3PH HONEYWELL T'STAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EF -14 GREENHECK SP -27 DISPLAY WINDOW 116 360 0.25 1/15 (2.1A) 1,550 460V /3PH HONEYWELL TSTAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EF -15 GREENHECK SP -27 DISPLAY WINDOW 129 310 0.25 1/15 (2.1A) 1,550 460V /3PH HONEYWELL T'STAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EF -16 GREENHECK SP -27 DISPLAY WINDOW 133 326 0.25 1/15 (2.1A) 1,550 460V /3PH HONEYWELL T'STAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EF -17 GREENHECK SP -27 DISPLAY WINDOW 151 300 0.25 1/15 (2.1A) 1,550 460V /3PH HONEYWELL TSTAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EF -18 GREENHECK SP -27 DISPLAY WINDOW 102 300 0.25 1115 (2.1A) 1550 460V /3PH HONEYWELL TSTAT T651A2028, BY -PASS TIMER (6OMIN) RHODES 90008 EF -19 GREENHECK CUE -10 -A METHANE GAS VENT 940 0.50 1/4 1,725 120V /1PH NO B.D.D. B.S. CYCLE TIMER 1 HR ON 2 HRS OFF EF -20 GREENHECK SW -18 -30 KITCHEN HOOD 4,200 3.4 3 1727 460V /3PH CWBH, WEATHER HOOD, INTER TO RUN W /MUA -3 EF -21 GREENHECK SP -25 SECURITY HOLD 141 165 0.125 1/40 (1.A) 1,050 460V /3PH ON WITH LIGHTS EF -22 & 25 GREENHECK SP -50 CONFERENCE 210, 306 EF- 22=450 EF -25 =530 0.125 1/15 (2.5A) 1,050 460V /3PH W/ SOLID STATE SPD CONTROL EF -23 GREENHECK SP -27 HOSIERY STOCK 111 280 0.25 1/15 (2.1A) 1,550 460V13PH W/ SOLID STATE SPD CONTROL EF -26 GREENHECK SP -27 DISPLAY WINDOW 153 300 0.25 1/15 (2.1a) 1,550 460V /3PH HONEYWELL TSTAT T651A2028, BY -PASS TIMER (60MIN) RHODES 90008 EDC 2 -15 REDD -1 I MODEL R 1.5 277V110 5A 1 795 14" x 12" SERVED BY FIT 2 -17 TF -1 *,2* GREENHECK BCF -107 NORTH & WEST ENTRIES TF 1 =1030 TF -2 =1065 0.375 1/2 TF 1 =1725 TF -2 =1381 120V /1PH HANGERS, VIB ISOL. HONEYWELL T7075B REMOTE TEMP. CONTROLLER EDC 2 -17 REDD -1 I MODEL R 1.5 277V/10 5.4 1 290 10" x 6" SERVED BY FIT 2 -19 (RM 249) NEW NEW EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING MISCELLANEOUS EQUIPMENT SCHEDULE MARK ITEM AREA SERVED DESCRIPTION VAV -1 TERMINAL UNIT DISPLAY 112 1340 CFM, MFR. BY PSF VAV -2 TERMINAL UNIT DISPLAY 116 1340 CFM MFR. BY PSF VAV -3 TERMINAL UNIT MONEY ROOM 304 330 CFM, MFR BY PSF VAV-4 TERMINAL UNIT CONF. RM 210 240 CFM, MFR. BY PSF VAV -5 TERMINAL UNIT SECURITY 204, 205, 206 225 CFM, MFR BY PSF G ANEMOSTAT 13PTD TITUS I PDR 24X24 LAY IN R.A. I EXH. EF -24 DAYTON 13C506 BRASS PLUMB VIDEO DISPLAY RM 335 1470 CFM/.375SP/ 3 /4HP /1725 RPM/1151/110 EF -27 GREENHECK I SP -27 SECURITY RM 205 MODEL# SP -27 -250 CFMI.25 S.P. EF -28 GREENHECK I SP-60 MAINT. SUPPLIES RM 407 MODEL# SP-60 -940 CFM/.75 S.P. ANEMOSTAT I S2V EXPOSED FASTENERS S.A. SURFACE MOUNT DOUBLE DEFLECTION SUPPLY GRILLE HUM -1 WALTON I SW -2 P.O.S.ITELE RM 352 2 LBS /HR @ 115V /1PH, W /WALTON P -185 WALL MOUNTED HUMIDISTAT SURFACE MOUNT DOUBLE DEFLECTION SUPPLY REGISTER N ANEMOSTAT IS3HD TITUS I 23RL SHOEMAKER 1 915 (HORIZ.) 916 (VERT.) EXPOSED FASTENERS MUA -1 GREENHECK 1 BCF208 -15 TAILOR SHOP 2700 CFM @ 0,75" S.P.: 1154 RPM, 1 112 HP, 460V/30/60HZ MUA -2 GREENHECK i CSP 55 BOILER RM 223 COMBUSTION AIR FAN, 900 CFM @ 0.15" S.P., 1100 RPM, 1/3 HP, 120V/10/60. INTERLOCK TO RUN MOILER & EF -4 MUA -3 GREENHECK I BCF207 KITCHEN HOOD 1360 CFM @ 0.5 S.P., 1403 RPM, 3/4 HP, 460V!30160HZ S RELIABLE I C25 EXPOSED FASTENERS S.A. GV -1 GREENHECK I GRS -20 PASS. ELEV SHAFT RELIEF VENTILATOR DIFFUSER SCHEDULE MARK MFRIMODEL NOTES DESCRIPTION A ANEMOSTAT /PRS TITUS 1 PMC SHOEMAKER 1500 MA EXPOSED FASTENERS S.A. 4 WAY SURFACE MOUNT PERFORATED FACE DIFFUSER I BLACK INSIDE B ANEMOSTAT I PRT TITUS I PMC -DF 24X24 LAY -IN S.A. PERFORATED TEGULAR L Y -IN FACE DIFFUSER E ANEMOSTAT I 3P TITUS 18R SHOEMAKER / 600 P EXPOSED FASTENERS RA./ EXH. 4 WAY SURFACE MOUNT PERFORATED FACE DIFFUSER I BLACK INSIDE F ANEMOSTAT I 3PT EXPOSED FASTENERS R.A. I EXH. PERFORATED TEGULAR LAY -IN RETURN WITHOUT DUCT COLLAR G ANEMOSTAT 13PTD TITUS I PDR 24X24 LAY IN R.A. I EXH. PERFORATED TEGULAR LAY -1N RETURN OR EXHAUST GRILLE WITH DUCT COLLAR H ANEMOSTAT i PRE 24X24 LAY -IN S.A. PERFORATED LAY -IN DIFFUSER J ANEMOSTAT I 3PRD TITUS I PAR SHOEMAKER I 600 PT 24X24 OR 24X12 LAY -IN R.A. I EXH. PERFORATED LAY -IN W/ DUCT COLLAR L ANEMOSTAT I S2V EXPOSED FASTENERS S.A. SURFACE MOUNT DOUBLE DEFLECTION SUPPLY GRILLE M ANEMOSTAT 1 S2V0 TITUS 1300RS SHOEMAKER 1 904 EXPOSED FASTENERS S.A. SURFACE MOUNT DOUBLE DEFLECTION SUPPLY REGISTER N ANEMOSTAT IS3HD TITUS I 23RL SHOEMAKER 1 915 (HORIZ.) 916 (VERT.) EXPOSED FASTENERS R.A. I EXH. SURFACE MOUNT RETURN OR EXHAUST GRILLE Q ANEMOSTAT I GC -5 EXPOSED FASTENERS R.A. I EXH. SURFACE MOUNT EGGCRATE GRILLE R ANEMOSTAT I RMD -S TITUS 150F SHOEMAKER 1600 EXPOSED FASTENERS S.A. SURFACE MOUNTED DIFFUSER S RELIABLE I C25 EXPOSED FASTENERS S.A. SURFACE MOUNTED DIFFUSER WITH TWO WAY ADJUSTABLE BLADES SP SPECIAL GIRD THROW AWAY F.C. 2 REFER TO FLOOR PLAN FOR DESCRIPTION AND SIZE T ANEMOSTAT I S3HOD EXPOSED FASTENERS R.A. I EXH, SURFACE MOUNT RETURN OR EXHAUST REGISTER (STEEL) V SHOEMAKER 1700 DVD 24X24 LAY IN SA 4 - WAY REMOVABLE CORE DIFFUSER AND CONCEALED FASTENERS W SHOEMAKER I DVD EXPOSED FASTENERS S.A. SURFACE MOUNT 4 -WAY DIFFUSER *Or Equivalent TITUS. EXISTING EXISTING REBALANCE EXISTING REBALANCE EXISTING REBALANCE REBALANCE EXISTING REBALANCE EXISTING EXISTING REBALANCE EXISTING NEW EXISTING EXISTING REBALANCE EXISTING EXISTING REBALANCE EXISTING REBALANCE EXISTING REBALANCE EXISTING EXISTING REBALANCE REBALANCE REBALANCE EXISTING REBALANCE EXISTING REBALANCE REBALANCE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NEW FILTER SCHEDULE MARK QTY SIZE TYPE AC -1 35 16" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC-2 35 16" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC -3 35 16" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC -4 35 16" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC -5 20 20" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC -6 20 20" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC -7 4 16" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT AC-8 480 10" x 10" SERVED BY FIT 1 -3 HP -1 4 20" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT HP -2 4 20" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT HP -3 4 20" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT HP-4 4 20" x 20" x 2" AMERICAN AIR FILTER - PERFECT PLEAT HP -5 2 16" x 25" x 2" AMERICAN AIR FILTER - PERFECT PLEAT T /HOOD VERIFY VERIFY THROW AWAY A/HOOD VERIFY VERIFY THROW AWAY K/HOOD VERIFY VERIFY GREASE F.C.1 8 14" x 20" x 2" THROW AWAY F.C. 2 8 14" x 20" x 2" THROW AWAY 16.3 2 1000 18" x 12" FIT BOX SIZES (VSEF SERIES) 1205SQ 1 EA 16" x 20" x 1" AMERICAN AIR FILTER ELECTRIC DUCT HEATER SCHEDULE MARK MFR. /MODEL KW POWER FLA NO. STG CFM DUCT SIZE REMARKS EDC 1 -1 REDD -1 I MODEL R 1 277V/10 3.6 1 150 8" x 8" SERVED BY AC -1 EDC 1 -2 REDD -1 I MODEL R 2 277V/10 7.2 1 955 14' x 12" SERVED BY FIT 1 -2 EDC 1 -3 REDD -i I MODEL R 2 277V/10 7.2 1 480 10" x 10" SERVED BY FIT 1 -3 EDC 1 -4 NOT USED - 277V /1PH FIT 1 -3 EDC 1 -5 REDD -1 I MODEL R 3 277V/10 10.8 1 925 14" x 12" SERVED BY FIT 1 -5 EDC 1 -6 REDD-1 1 MODEL R 2 277V/10 7.2 1 505 12" x 10" SERVED BY FIT 1 -6 EDC 1 -7 REDD -1 I MODEL R 3 277V/10 10.8 1 1500 16" x 16" SERVED BY FIT 1 -7 EDC 1 -8 REDD -17 MODEL R 7.5 460V/30/60 16.3 2 1000 18" x 12" SERVED BY TF -1 EDC 1 -9 REDD -1 I MODEL R 7.5 460V/30/60 16.3 2 1000 18" x 12" SERVED BY TF -2 - 277V/1PH FIT 1 -7 PSF FAN INDUCTION TERM. DRESS 136 AND DRESS 138 EDC 2 -1 REDD -1 I MODEL R 1.5 277V/10 5.4 1 610 12" x 10" SERVED BY FIT 2 -2 (RM 254) EDC 2 -2 REDD -1 I MODEL R 1.5 277V/10 5.4 1 620 12" x 10" SERVED BY FIT 2 -3 (RM 202) EDC 2 -3 REDD -i I MODEL R 1 277V/10 3.6 1 120 8° x 6" SERVED BY FIT 2-4 EDC 2 -4 REDD -1 I MODEL R 2.5 277V/10 9 1 1450 18" x 12" SERVED BY FIT 2 -5 EDC 2 -5 REDD -1I MODEL R 2 277V/10 72 1 890 14" x 12" SERVED BY FIT 2 -6 EDC 2-6 REDD -1 I MODEL R 3 277V/10 10.8 1 950 14" x 12" SERVED BY FIT 2 -7 EDC 2 -7 REDD -1 / MODEL R 1.5 277V/10 5.4 1 700 12" x 10" SERVED BY FIT 2 -8 EDC 2 -8 NOT USED - - - - - - EDC 2 -9 REDD -1 I MODEL R 1.5 277V/10 5A 1 745 12" x 10" SERVED BY FIT 2 -10 EDC 2 -10 REDD -1 I MODEL R 3 277V/10 10.8 1 1480 18" x 12" SERVED BY FIT 2 -11 EDC 2 -11 REDD -1 / MODEL R 3.5 277V/10 12.6 1 1450 18" x 12" SERVED BY FIT 2 -12 EDC 2 -12 REDD -1 / IvlODEL R 1 277V/10 3.6 1 750 14" x 12" SERVED BY FIT 2 -13 EDC 2 -13 REDD -i I MODEL R 3 277V/10 10.8 1 1740 16° x 16" SERVED BY FIT 2 -14 EDC 2 -14 REDD -1 I MODEL R 1.5 277V/10 5.4 1 935 14" x 12" SERVED BY FIT 2 -16 EDC 2 -15 REDD -1 I MODEL R 1.5 277V110 5A 1 795 14" x 12" SERVED BY FIT 2 -17 EDC 2 -16 REDD -1 I MODEL R 1.5 277V/10 5.4 1 250 10" x 6" SERVED BY FIT 2 -19 (RM 251) EDC 2 -17 REDD -1 I MODEL R 1.5 277V/10 5.4 1 290 10" x 6" SERVED BY FIT 2 -19 (RM 249) FIT 2 -10 PSF FAN INDUCTION TERM. AIRLINE FITTING 226 745 N/A - 277V/1PH EDC 3 -1 REDD -1 I MODEL R 3 277V110 10.8 1 970 14" x 12" SERVED BY FIT 3 -4 EDC 3 -2 REDD -1 I MODEL R 3 277V/10 10.8 1 1190 18" x 12" SERVED BY FIT 3 -5 (RM 334) EDC 3 -3 REDD -1 I MODEL R 2 277V/10 7.2 1 0 14" x 12" SERVED BY FIT 3 -6 EDC 3 -4 REDD -1 I MODEL R 3 277V/10 10.8 1 1600 16" x 16" SERVED BY FIT 3 -7 EDC 3 -5 REDD -1 I MODEL R 3 277V/10 10.8 1 1170 18" x 12" SERVED BY FIT 3 -8 EDC 3 -6 REDD -1 I MODEL R 4 277V/10 14.4 1 1880 16" x 16" SERVED BY FIT 3 -9 FIT 2 -15 PSF FAN INDUCTION TERM. WOMEN'S LOUNGE 243 AND WOMEN'S ROOM 244 1000 NIA EDC 4 -1 REDD -1 I MODEL R 20 460V/30/60 43.5 3 2080 22" x 14" SERVED BY HP -2 EDC 4 -2 REDD -1 I MODEL R 3 277V/10 10.8 1 585 12" x 10" SERVED BY HP-2 NOTES: 1. PROVIDE WITH INDEPENDENT DDC CONTROLS, UL LISTING, S &D DISCHARGE TEMPERATURE SENSOR (MAMAC TE -205) WITHOUT LOGO, SPECIAL BOTTOM ACCESS PANEL, SCR FAN SPEED CONTROL, MERCURY CONTACTORS FOR FIT BOXES WITH ELECTRICAL HEAT, SERIES CONSTANT FAN. O O 0 C7 Cr) O O >< r r • Q M M 1- ooh (/) - a; co M 0" CO CO c w rg 0 0 0 O ors_ N N N 3 oZ u. 0 Z . N - =0 o E J 0 U ) I - ° 0 CO a a 0 � O C ,- Cr) x- C Z a� CO • c� Q >OCoC) Z QQrnw aa) IZv _2.tN QW 00`I 2- a ti CO CD ti Q J N a--' 0 0 3 CO ii. ZO y M 0 N N UCI. 0001•IL Z 0 N J J U CALLISON WWW.callison.com DRAWING SCHEDULE FAN INDUCTION TERMINAL UNIT SCHEDULE - MARK MFR./ MODEL AREA SERVED FAN CFM PRIMARY AIR FAN ELECTRIC HEAT REMARKS MIN MAX HP SPEED POWER KW STAGE POWER SECOND FLOOR HVAC PLAN FIT 1 -1 M -131 THIRD FLOOR HVAC PLAN - DEMOLITION M -132 THIRD FLOOR HVAC PLAN - UPPER LEVEL HVAC PLAN - REFERENCE ONLY M -151 ROOF HVAC PLAN - REFERENCE ONLY SEPARATE FIT 1 -2 PSF FAN INDUCTION TERM. HOSIERY STOCK 111 955 N/A - 277V /1PH FIT 1 -3 PSF FAN INDUCTION TERM. OFFICE 119, MEWS 121 480 100 400 N/A - 277V /1PH FIT 1-4 FIT 1 -5 PSF FAN INDUCTION TERM. DRESS 126 AND BULLPEN 127 1030 200 800 N/A - 277V/1PH FIT 1 -6 PSF FAN INDUCTION TERM. OFFICE 134 800 NIA - 277V/1PH FIT 1 -7 PSF FAN INDUCTION TERM. DRESS 136 AND DRESS 138 1420 240 900 - - - FIT 2 -1 PSF FAN INDUCTION TERM. DRESS 201 925 150 650 N/A - 277V /1PH FIT 2 -2 PSF FAN INDUCTION TERM. STOCK 254 & STOCK 202 1230 N/A - 277V/1 PH FIT 2 -3 PSF FAN INDUCTION TERM. DRESS 203 1610 240 900 N/A - 277V11 PH FIT 2 -4 PSF FAN INDUCTION TERM. FIT 2 -5 PSF FAN INDUCTION TERM. OFFICE 211 1450 NIA - 277V /1PH FIT 2 -6 PSF FAN INDUCTION TERM. DRESS 215 AND HOLD 216 890 125 500 N/A - 277V /1PH FIT 2 -7 PSF FAN INDUCTION TERM. PERSONAL SHOPPER 218 950 N/A - 277V/1PH FIT 2-8 TRANE VSEF1205SQ DRESS 219 1520 275 1100 1/2 VAR 277V/1 PH 4 1 277V/1PH 1 FIT 2 -9 PSF FAN INDUCTION TERM. FIT 2 -10 PSF FAN INDUCTION TERM. AIRLINE FITTING 226 745 N/A - 277V/1PH FIT 2 -11 PSF FAN INDUCTION TERM. DRESS 229 1480 240 900 N/A - 277V/1 PH FIT 2 -12 PSF FAN INDUCTION TERM. GIFT 230 1450 N/A - 277V/1 PH FIT 2 -13 PSF FAN INDUCTION TERM. P.O.M. OFFICE 232 AND STOCK 231 800 N/A - 277V/1 PH FIT 2 -14 PSF FAN INDUCTION TERM. DRESS 236 AND STOCK 235 1740 250 1000 NIA - 277V/1PH FIT 2 -15 PSF FAN INDUCTION TERM. WOMEN'S LOUNGE 243 AND WOMEN'S ROOM 244 1000 NIA - 277V/1PH FIT 2 -16 PSF FAN INDUCTION TERM. TBD DR 935 180 750 N/A - 277V/1PH FIT 2 -17 PSF FAN INDUCTION TERM. OFFICE 248 795 N/A - 277V /1PH FIT 2 -18 PSF FAN INDUCTION TERM. DRESSING 250 885 200 850 N/A - 277V /1PH FIT 2 -19 PSF FAN INDUCTION TERM. STOCK 249 AND STOCK 251 800 N/A - 277V/1PH FIT 2 -20 PSF FAN INDUCTION TERM. OFFICE 253 800 N/A - 277V /1PH FIT 3 -1 PSF FAN INDUCTION TERM. DRESSING 334 685 125 500 N/A - 277VIi PH FIT 3 -2 PSF FAN INDUCTION TERM. WOMEN RM 322, LADIES RM 328, LADIES LOUNGE 327 & MOTHERS RM 329 1350 150 600 N/A - 277V/1 PH FIT 3 -3 PSF FAN INDUCTION TERM. DRESSING 344 460 100 380 N/A - 277V/1PH FIT 3 -4 PSF FAN INDUCTION TERM. OFFICE 332 AND STOCK 331 970 N/A - 277V /1PH RE E V;F0 FIT 3 -5 PSF FAN INDUCTION TERM. BP 351 1825 375 1500 NIA - 277V/1 PH CITY OF TUKWILA FIT 3 -6 PSF FAN INDUCTION TERM. OFFICE 344, HOLD 346 & MEN'S RM 343 880 N/A - 277V/1 PH NOV 1 9, 2012 FIT 3 -7 PSF FAN INDUCTION TERM. DRESSING 382 1490 290 1150 N/A - 277V11 PH PERMIT CENTER FIT 3-8 PSF FAN INDUCTION TERM. DRESSING 393 1125 220 850 N/A - 277V/1 PH FIT 3 -9 PSF FAN INDUCTION TERM. OFFICE 360, STOCK 362 1880 N/A - 277V/1 PH NOTES: 1. PROVIDE WITH INDEPENDENT DDC CONTROLS, UL LISTING, S &D DISCHARGE TEMPERATURE SENSOR (MAMAC TE -205) WITHOUT LOGO, SPECIAL BOTTOM ACCESS PANEL, SCR FAN SPEED CONTROL, MERCURY CONTACTORS FOR FIT BOXES WITH ELECTRICAL HEAT, SERIES CONSTANT FAN. O O 0 C7 Cr) O O >< r r • Q M M 1- ooh (/) - a; co M 0" CO CO c w rg 0 0 0 O ors_ N N N 3 oZ u. 0 Z . N - =0 o E J 0 U ) I - ° 0 CO a a 0 � O C ,- Cr) x- C Z a� CO • c� Q >OCoC) Z QQrnw aa) IZv _2.tN QW 00`I 2- a ti CO CD ti Q J N a--' 0 0 3 CO ii. ZO y M 0 N N UCI. 0001•IL Z 0 N J J U CALLISON WWW.callison.com DRAWING SCHEDULE DWG. DESCRIPTION M -001 HVAC SCHEDULES AND GENERAL NOTES M -111 FIRST FLOOR HVAC PLAN - DEMOLITION M -112 FIRST FLOOR HVAC PLAN M -121 SECOND FLOOR HVAC PLAN - DEMOLITION M -122 SECOND FLOOR HVAC PLAN M -131 THIRD FLOOR HVAC PLAN - DEMOLITION M -132 THIRD FLOOR HVAC PLAN M -141 UPPER LEVEL HVAC PLAN - REFERENCE ONLY M -151 ROOF HVAC PLAN - REFERENCE ONLY SEPARATE M -201 PERMIT AND L_ HVAC DETAILS APPROVAL is REQUIRED COPYRIGHTU2012 CALLISON G 0 D 0 z SOUTHCENTER (005) J J 2 co CO r W oe Za _ c, I 0 F- O O r 0 o N N PROJECT NUMBER 2 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 HVAC SCHEDULES AND GENERAL NOTES M -001 odel \CAD \Plot Dwgs \0059_psf —ml P') C-) 7 0 cn B 0 N") re) c0 _c 0 V) 0 0 0 er_ 0- 1.1.J (-/ g A -et CV 47:,, marl .:.,•_!4?m, iti?v.1-r--"-. .17!:,..cl. ::teLl,--...:4.,..,.rat';1.31:=:! .77.+_,117- • mairlig 1,01...tumunissroommoi.„.. .. • _...._,. ,,, 10 .......01-6-0,,,wiL„...... i IMMOMMININ I i i 4 ,1 ' , 1 h 11 AIN , i I II III " N °III I ) II zA , .1 i L I, 1.11111. . . , I 12x1 1 -'i --k I 1 II L4,,, ,I, „di!, L. ,1 ...A. ! lig, iiII 70 1 _otik , .. 1-.0T-4A 41111!d . 1 Iti1.1.1 i : „ .__ -------- ii....- '..,,- • f, i • (--11 : i , i ..kro2I.'-,_.3Wi vi, y,...,,,,,, ,....;.,.--N- ...c; ' 1•11-10 I I , , ; i...& i........, "', ..,1 .. - 1 1. 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L.z. i 1-T117111- Wird 1)471 Inini I I 11 LE— ' 4 I 4 1 .1F1-il Ji .............. ; L_ 117 41 DRAWING NOTES: RA G SCALE: 1/8" = 1'-0" (5) K6) 0 8 16 SEPARATE PERMIT AND APPROVAL REQUIRED REGLIVtJ CITY OF TUOvit A NnV 1 9,2012 PERMIT CENTER LEGEND EXISTING TO REMAIN — NEW DUCTWORK COPYRIGHT02012 CALLISON CO CO z r 0 v- C CO co CO 0 a) coN o_ c.o . o CNI L6 • 0 tn CALLISON 0 ln 0 (f) 0 0 z SOUTHCENTER 0 1 PROJECT NUMBER 212283.00 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 FIRST FLOOR HVAC PLAN M-112 CIA REED PATH: N: \Projects \Nord \Nord Southcenter \6633 — J -4 1 4i 1 Q 1'�'' II 1 t-4 (3x10- I I - - 0 "0 GAS FLUE UP & D► , m�i i j �� _B f ! .: Q FIT 2 -9 b D r tiI �i.rCj�1 I''._ —, ('—I— Il ` i ! I' ' b —P`f♦��.... `` .........._. 1 MITI BA I r 1 `�Hy " & Q■ ,.÷P.1)-;; ! / /►' *_a 1 h „ ! i l 2 0. 160 1,' 120 , ! \�' III _ ! 1,4 ; z i .1 1 +1 i kr\ ��■ ' ( UA -2 i ��.� _ ► ■�� i 1 ! - k' - : _ j �.._ _ • `�� As 1 1 1 ! 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EWAN ,,,,,,,,,,,,,,..4 _ , usairiri i AIWA I ?0c'„ II ' -4 FlT -16 '1,, -am �II ELF r,-OR L Z` 8'I6�iF � I cal vs tiir . ri 1. . iia3w': ' ; ail lIm 717,11 Aird MILIPCIPAR inast.ramm Imo ETAI II Im0P.■ 11311M___=-1111111.4,121-1 "7--' r" REIMI"p_111;12WIIrrik 121.4411111 " MIN 1 1g 'm 411111 II laffil, . 1I1II-4;T.Ikwg0l1Mp.vWAiaI- IIIIIIINI \-1-7{ 1,=1E 1 -a1 Ol�i� 1� 0 ik AM ,�on�: Ili` 1 w CI E6 1M M+j� UMW KA I'1 _ ... Allblikt.. �,. �::a- irvul,� s_ rb. Oy��.. MEM f:. ! Li Irs No ,1,0 t a 1 Lii r - !..1�11�� DRAWING NOTES: 0 0 0 0 0 rad U 8x8 1001 B ALAI ik1•1L1 SCALD 1/8" = 1' -0" b9 SEPARATE 4 PERMIT AND APPROVAL REQUIRED REUL -i4r.) :. CITY OF TUK'Ir1EA. Nnv 1 9,2012 PERMIT CENTER LEGEND EXISTING TO REMAIN NEW DUCTWORK COPYRIGHT ©2012 CALLISON CONSULTANT: V z J z IL a. N . O E O O U (n , CIO cu O U C d) co CO CO co >OCflML QQrnao c) N E -I-, CD CO •Sr a) r••••• Q •F, CO CO N ^-• O O CC) Q) N N 3 �U)II -II.� • z 0 -J -J U 0 Z u O g V) a i� 4 - ✓ 3 0 (f) 0 z 0 0 SOUTHCENTER 1 4 co co 11.1 cc) Z <C LLI cu 0 (1)1 -- 0 O PROJECT NUMBER 212283.00 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 SECOND FLOOR HVAC PLAN M -122 (i) : , OPEN TO BELOW it 7, I•. 1 1 1 o o' 0 0 0 0 0 0 io1 o � � �� o o a ; 1 It 111 I 1 1 1 'i 1 1 O LIP T'O' i j 1 4 i 1 P0! T 4 0 ! i 1 � ST T�P�1 i!i !1( ': I 1 ' � I O S FROM I I 1 11C ; 1 _> N FR1�1 i FIRST � � 1 �I�� f ! (_' (T;O a O ai O O O rS h; ( i I 0 0 0 0 0 9 i o o o i o a' I, I 1 Ai 1 R!M•uu l ■�r L° I 4 _ .1 ! I ; i AC N , f: , I 111 i'�� M i 111111111111111111 _WI 11110111Mi 111 ■ ■tea ■1I■ 14x1A 1 I 1 r iu: ii NM, 1 O LOBBY I 35 B 1 63� Ag�I[t�ll�® - - - -' I,OM nillatalk K) 1 1 . I _ ....■a■ 1 ) Fir":” ,--\ I Fl um m Immune �. i . 8 iii T 8 8 I //A 1 pC � � pirkit.ii 1 225 Eli =r f j 1 141111."• Illa 1W ,. obiluisen= 1 11 r 8 MM. ., .1 Ortlaiiiiiiia., .... EWAN ,,,,,,,,,,,,,,..4 _ , usairiri i AIWA I ?0c'„ II ' -4 FlT -16 '1,, -am �II ELF r,-OR L Z` 8'I6�iF � I cal vs tiir . ri 1. . iia3w': ' ; ail lIm 717,11 Aird MILIPCIPAR inast.ramm Imo ETAI II Im0P.■ 11311M___=-1111111.4,121-1 "7--' r" REIMI"p_111;12WIIrrik 121.4411111 " MIN 1 1g 'm 411111 II laffil, . 1I1II-4;T.Ikwg0l1Mp.vWAiaI- IIIIIIINI \-1-7{ 1,=1E 1 -a1 Ol�i� 1� 0 ik AM ,�on�: Ili` 1 w CI E6 1M M+j� UMW KA I'1 _ ... Allblikt.. �,. �::a- irvul,� s_ rb. Oy��.. MEM f:. ! Li Irs No ,1,0 t a 1 Lii r - !..1�11�� DRAWING NOTES: 0 0 0 0 0 rad U 8x8 1001 B ALAI ik1•1L1 SCALD 1/8" = 1' -0" b9 SEPARATE 4 PERMIT AND APPROVAL REQUIRED REUL -i4r.) :. CITY OF TUK'Ir1EA. Nnv 1 9,2012 PERMIT CENTER LEGEND EXISTING TO REMAIN NEW DUCTWORK COPYRIGHT ©2012 CALLISON CONSULTANT: V z J z IL a. N . O E O O U (n , CIO cu O U C d) co CO CO co >OCflML QQrnao c) N E -I-, CD CO •Sr a) r••••• Q •F, CO CO N ^-• O O CC) Q) N N 3 �U)II -II.� • z 0 -J -J U 0 Z u O g V) a i� 4 - ✓ 3 0 (f) 0 z 0 0 SOUTHCENTER 1 4 co co 11.1 cc) Z <C LLI cu 0 (1)1 -- 0 O PROJECT NUMBER 212283.00 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 SECOND FLOOR HVAC PLAN M -122 I v 14 "4 10 "x4" UP FROM 3_@ ST0C- 1111 12x8 300 N 1c 411,4 �.I i ��CVI 1 1 12x4 i 21511 M !^ -! 112x4 21511M 'I I 1 1 FIT -1 -2 i_ 1 1 I1 i MOUNT ABOVE' SALES CLG. r; STOCK FIXTURE, UPPER LEVEL SCALE 1/1" =1' -0" 24x 1` : N 24"x12" DN. T STOCK 147. 62 "x34 R.A. OPNG W /F.D. - 62 "x34 R.A. OPNG W /F.D. rF PASSE1‘ 10x4 1 10x4 145 M, 10x4 1415-+ 210x4 ,5 ) J`'Sis 18 "x12" 28 "x8" 22 "x8" 14 "x8" 112x4 2301 M 14 'V �a- DN 154x30 54x30 H 3 I i1 41 4i, 41 4 1 41 4! SHOE STOCK FIXTURE, UPPER LEVEL SCALE 1/8" =1' -O" 70 "x28" UP TO 3RD FLOOR. i< •e- I 4 H OPEN 0 BELOW 53'0 30x30 H n1 1 30 IN BOTH SIDES fl 1 11 1 i !i( !I! 111 DN SD \i 401 FEHC _10x41 150-1 NI 24 "x16 "11 (HP -1) 17 "0 KITCHEN HOOD EXH. DUCT (EF -20) 48 "5 WRAPPED W/ 2" INSULATION AND JACKET W/ .016 MIL FIN. 10x4 150 [ N 1 A4 A41 A41 A4 A4 12x6 3651 M A41 A41 i 12x6 3651 M 1 12x6 1651 M _ 3651 M —A4 j -A4-1 -- 4! A4 30 "x16 "L1 B0D 8' -8" `24x30 N lP -1 idaq CL 0 6' -5" IC 10x4 150 M A4 A41 A4 A41 A41 A4 A4 A4 A41 A4 A41 A41 A41 N 11X6__ 365 M ' 12x6 365 M A41 A4 A4l A41 A41 A4 A4 A A4 A41 A4 rm A4 u A4 A4 A41 A41 A4 A41 MIL A4 — A41 A4 A41 A41 3— 4 1- i A4 it 4; 41 41 2 41 41 41 1AZI A41 A41 1A21 A41 A4 A41 A4 A4 A4 A4 A21 A41 A41 A4 A4 A21 A41 A41 A4 A4 A4 A21 A21 A41 A4I A4 A4 A41 A41 A41 A4 365 30 "x16 " -2" 24"x16"11 (HP -1) B0D 9' -4" 38 "x66" -2' R.A. DUCT TO AC -4 24x18 IHL 409 ! 1')A. ru E STORAGE 1 12x4 2001 M II ui I 11 11 12 "41! (EDC -4 -2) 8 "0 8x8 1251 H X CO 12x4 200 M 4 4! 4 A4 A4 A4 A4 A4 A4 4. 1 41 4 2i 41 2 1 4 41 4I 12x4 2001 M 4! 41 L 4 41 41 4 4 I FE s 0ru 406 1 (EDC -4 -1) 10x4 100 M 10x4 1001 M 22 "x14" EDC -4 1' 24x8 9401 M 20"x6"" DN TO 20"x10" N MWd I H; I1! 1 111 r-m A X VORKIVQ19 404 (-3- THIRD FLOOR UPPER LEVEL SCALE 1/8" =1' -0" 18x12 11051 N 20"x10" DN (5) DRAWING NOTES: 0 12x6 RA 1 J SEPARATE 4 PERMIT AND APPROVAL REQUIRED CITY OF 11 CO o ix a co co cd E. 0 • CO LL, 0 co co CO co CD c co co co (0 o • 0 cn CALLISON www.callison.com (f) 2 co co Cg V- W co I co CA F- 0 0 rs PROJECT NUMBER 212283.00 ISSUED / REVISED DATE WI/ 1 0012 GEN BID PERMIT 11/12/12 PERMIT CENTER LEGEND EXISTING TO REMAIN NEW DUCTWORK COPYRIGHT (2)2012 CALLISON UPPER LEVEL HVAC PLAN - REFERENCE ONLY M-141 DATE/TIME: 11/9/2012 TERRACE BELOW H 1 EL 79'_1 SLOPE EL 801_0 3/4" P^ I /2' EXISTING ROOFING BUILT lP ROOFING 1 NN ,'Si II .-Orr; 00 NCRE T F G !D INSULATION /" .MIN EXISTING iNSU_"JED CON CR_ 1/2' EXISTING METAL DECK __ 80'-0 3/4;" _ 79'11 5/8" r r1 CJ J U) v EXISTING ROOFING: BUILT JP ROOFING wV S 4 1/2" R!DGID INSULATION I /8" NS 31' EXT CONCRETE DECK i 0 TRAFFIC BOARDS - F EL 791-11 5/8 " EL 8Oi -0" SLOPE A 99 0" ,EL 791 -2" ELOPE EL 801 -0 1/2" II I i! 1I 1 1 1 I .11 1' SLOPE 7991 -8 3/4" " TIER =i O,: BOXES `!!-' ..._JAS H ,_CAS T Y 0 (7) v EL 911-8 1)4" 91: -3" EL 791 -8 3/4" EL 79' -0 1 SLOPE EL EL 791-1 1/8" 11 �(EF -19) EL 79' -11 5/81' L 79' -3 3/4" t` 1 EL 801 -0 3/4 " ( HP -1 ) A EXISTING R0 '. ✓ iNG : BUS. i UP ROOFING 2 1/4 n iNSvI 'TED CONCRE 3 1/2" R'!DG D INSULATION ION 1 /3 "i SLURRY COAT 1 1/2' METAL AL DECK RIDGE EL 791 -8 1/ 30 "x 16 "L2 SEE UPPER LEVEL FOR •CONTINUATION r1 v 1 EF -'20 ) A •1: RIDGE EL 92' -3 3/4" < J_Oi E ( HP -4 ) EL 911-7 1/4 " uJ _. v 17 "0 16 GA WELDED BLACK TEEL DUCT TO KITCHEN HOOD (SEE ►'PER LEVEL FOR CONTINUATION) EL 79: -8 3/4" UJ 0_ -J J 911.6:1 w 0_ -J (n ( EF -6 ) EL 931 -4': SI A LADDER ( HP -2 ) ( AC -4 ) EL 10C8Eff'1� ' FOR CONTI UPPE UATIO L L Cy) C.) 0_ s, 38 "x SLOPE EL 93'.. SEE UPPER LEVEL FOR CONTINUATION EL 91' -7 1/4" EL 92" -0 1/2" A J; SLOPE EXISTING ROOFING: BUILT UP ROOFING 2 1/4" NSULATED CONCRETE 3 1/2" RIDGI J INSULATION 1/8" SLURRY COAT 1 1/2" MET AL. DECK RIDGE FI 921.5" v SLOPE 4 931_88,,i ROOF BELOW '1DGE FL 3I -10 41 TERRACE BELOW LOADING DOCK ROOF BELOW VERIFY ROOF SLOPE, PLUMBING, L WING KIECHANICAL AND ELECTRICAL b(),-- 3(;48 SCAI f : 1/8" 1" 0" SEPARATE 4 PERMIT AND APPROVAL REQUIRED REGL..'L' 4 t CITY OF -fl KWI . NOV "1 9,2012 PERMIT CENTER LEGEND EXISTING TO REMAIN NEW DUCTWORK COPYRIGHT (02012 CALLISON O 0 O a)o 0 c • 00 O N O co > < Q M cr) O O +- N M ti ▪ 0 0 O +-• O 0 (0 N- 4 N N °F- u. 0 www.nordstrom.com Z NE E • O O 0 J co 4 0 O —CU v =o v C - CO - ▪ c Z a> o co c3 4 > 0 co co r .. = Q Q O o0 N I-0 t �N z • W j co cfl �- N- N- co J2 — " CO 0 Q ZO N CO N N U d. a) U) I- LL • z 0 V ) J J U CALLISON www.callison.com (;) 0 z m O O SOUTHCENTER 1 ..I 4 203 la co I— 0) Z LLI 0 cu ,O t Y) F- O O ISSUED / REVISED DATE PROJECT NUMBER 212283.00 GEN BID PERMIT 11/12/12 ROOF HVAC PLAN - REFERENCE ONLY M -151 r LJ J1 1 d G <9i" I iJ .J EL 10C8Eff'1� ' FOR CONTI UPPE UATIO L L Cy) C.) 0_ s, 38 "x SLOPE EL 93'.. SEE UPPER LEVEL FOR CONTINUATION EL 91' -7 1/4" EL 92" -0 1/2" A J; SLOPE EXISTING ROOFING: BUILT UP ROOFING 2 1/4" NSULATED CONCRETE 3 1/2" RIDGI J INSULATION 1/8" SLURRY COAT 1 1/2" MET AL. DECK RIDGE FI 921.5" v SLOPE 4 931_88,,i ROOF BELOW '1DGE FL 3I -10 41 TERRACE BELOW LOADING DOCK ROOF BELOW VERIFY ROOF SLOPE, PLUMBING, L WING KIECHANICAL AND ELECTRICAL b(),-- 3(;48 SCAI f : 1/8" 1" 0" SEPARATE 4 PERMIT AND APPROVAL REQUIRED REGL..'L' 4 t CITY OF -fl KWI . NOV "1 9,2012 PERMIT CENTER LEGEND EXISTING TO REMAIN NEW DUCTWORK COPYRIGHT (02012 CALLISON O 0 O a)o 0 c • 00 O N O co > < Q M cr) O O +- N M ti ▪ 0 0 O +-• O 0 (0 N- 4 N N °F- u. 0 www.nordstrom.com Z NE E • O O 0 J co 4 0 O —CU v =o v C - CO - ▪ c Z a> o co c3 4 > 0 co co r .. = Q Q O o0 N I-0 t �N z • W j co cfl �- N- N- co J2 — " CO 0 Q ZO N CO N N U d. a) U) I- LL • z 0 V ) J J U CALLISON www.callison.com (;) 0 z m O O SOUTHCENTER 1 ..I 4 203 la co I— 0) Z LLI 0 cu ,O t Y) F- O O ISSUED / REVISED DATE PROJECT NUMBER 212283.00 GEN BID PERMIT 11/12/12 ROOF HVAC PLAN - REFERENCE ONLY M -151 1 2 9 10 11 12 13 14 • CITY OF TLIKV)ll A, tIrn, 1' x,2012 PERMIT CENTER SEPARATE PERMITgNp APPROVAL REQUIRED I... • 6) i O O O a) v ( E Z o Q) O 0 00 O E N co co o O > Q '- 'i- - Q > • co co I— o L Cl) '- a) co co o N'.4.' � C3 : co co w cd 0-'00 O 0 0 N N o Z — u) I•• U. v Z 4-,N E 0 o ,— o • U) O U 4 a) co ca ✓ : O o c 1— c) '— c Z a) 00 co co ca 4 >wco cr) c = QQrn°o a�i ry .c2'I'N E Q Wd c-m — O O Q co ' CV 4-• O O >> ZO y CO N N 5 C) n. rn co I— Its z 0 cn _a J U CALLISON www.callison.com 0 (f) D 0 z SOUTHCENTER 100 SOUTHCENTER MALL PROJECT NUMBER 212283.00 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 HVAC DETAILS M -201 DIFFUSER CAN, SPRAY PAINT OR SOUNDLINE INSIDE WITH FLAT BLACK WHERE NOTED ON PLAN. FLEXIBLE DUCT TO 3' MOUNTING COLLAR. SEAL JOINT W/ DUCT TAPE. PERFORATED BAFFLE PLATE WITH 50% FREE AREA FLEXIBLE DUCT, SEE PLAN FOR SIZE. NOT TO EXCEED 10' IN LENGTH. MAX OF 90' TOTAL SECURE DIFFUSER CAN BEND PER LENGTH. TO BE TO DIFFUSER WITH SCREWS STRETCHED TAUT. AS SHOWN. SEAL WITH DUCT TAPE. 0 NOT USED AIRFLOW - 6" 5 -3/4' - 14" MAX TRANE VSEF _ INDUCED AIR - OVERHEAD DOOR ASSEMBLY _ _ ` CMU WALL 10 GAUGE GALVANIZED SUPPORT BRACE OUTBOARD OF DOOR RAIL BY MECHANICAL CONTRACTOR. DO - ' 4 ° ` • OPTIONAL PRIMARY AIR VALVE CONTROLS ENCLOSURE 5 -1/2 AIR DOOR BY MECHANICAL CONTRACTOR - ' ,' e , . 14" MAX . ' r TOP OF DIFFUSER FRAME '1 1 -8 CLEAR . a L. lI,• ELECTRIC COIL AND �r FAN CONTROLS ENCLOSURE ELECTRIC HEATER \ ' , _ NOT ATTACH TO OVERHEAD DOOR SYSTEM. 42" CLEARANCE vt�s:'s TYPICAL AIR DOOR INSTALLATION 12 GAUGE GALVANIZED IRON BY CNNEL MECHHAN CALU CONTRACTOR. TYPICAL LAY-IN TYPE DIFFUSER SUSPENDED WITH SIDE INLET CONNECTION. CEILING SEE PLAN FOR SIZE. SIDE ENTRY LAY —IN DIFFUSER TYPICAL FAN INDUCTION TERMINAL UNIT CLEARANCE 1 1 I AIRFLOW DISCHARGE OUTLET 3 1/2" CLEAR BETWEEN 7 DOOR RAIL AND AIR DOOR 4 DETAIL © DETAIL O DETAIL NTS NTS NTS NTS TOP OF DIFFUSER FRAME. - FLEXIBLE DUCT, SIZE. NOT TO LENGTH. MAX BEND PER LENGTH. STRETCHED 0 FLEXIBLE DUCT TO 2" MOUNTING COLLAR. SEAL JOINT W/ DUCT SEE PLAN FOR EXCEED 10' IN OF 90' TOTAL TO BE TAUT. TAPE. 0 NOT USED AIRFLOW CUP AS REQUIRED LOCAL CODE \i PERFORATED BAFFLE SAFETY 1 BY TRANE VAV BOX 0 NOMINAL EQ NECK SIZE EQ - 3" BEAD �- ~ PLATE WITH 50% FREE AREA N Z Cr) z 1" DUCTWRAP PLENUM CENTER LINE — ' -. w Lal ov L 0 5' -0" TYPICAL ;� — 3 " (TYPICAL) I ) 1 'I LAY -IN TYPE DIFFUSER, PLAN FOR QUANTITY AND DIFFUSER CAN SEE SIZE - O1 INCREASE THROAT FOR IN HARD (NON- O INCREASE DAMPER INSTALLATION 0 + SURFACE MOUNT DIFFUSER SEE QUANTITY AND SIZE TO 6" WITH VOLUME DAMPER IN SURFACE MOUNT DIFFUSER ACCESSIBLE) CEIUNGS. AS REQUIRED FOR FIRE VAV TERMINAL PLENUM 3" 11" - TYPICAL SUSPENDED YPI CAL LAY-IN TYPE DIFFUSER TOP Y CEILND N CONNECTION. SEE PLAN FOR SIZE. TOP ENTRY LAY —IN DIFFUSER 6 DETAIL © DETAIL 8 DETAIL NTS NTS NTS NTS 2 AT #10x3/4" WMI TOUT CONCRETE TEK SCREWS ° #10x3/4" TEK SCREWS CADDY CUP AT TOP OF JOIST - ERICO CONCRETE SLAB 3/8 "x2 -3/4" WEDGE ANCHOR BOLT 1/4 "x1/4' NAIL-IN --4 MSS24 OR EQUAL, 200 LB. MAX LOAD illr 1 "x22GA STRAP " 10'-0" SPACING #10x3/4" TEK SCREWS 1 BAR JOIST CONCRETE ANCHOR Z , HANGER STRAP Iii 3/8" FLAT WASHER 3/8" NUT TIGHTENED TO SECURE ROLE �1" WI DE IN CONCRETE HANGER STRAP 3/8' ALL THREAD (MAX. LOAD = 600 ALBS) INSTALLATION / % � % HANGER STRAP INSTALLATION HANGER STRAP (MAXIMUM LOAD = 40 LBS.) METAL ROOF DECK BUILT -UP ROOFING - - - - - - - / - - - - - - - - — - - - - -- - �-- �_ _ - _= :. _ —_ _ _ _ -� -- -- - - - -_ = _ _ - _. -. �___ - -_- __ -_ = -:_ ; ---- -N- \ - _; t._ - - �_. _ _ _ - _ - _ _ __ -- _ \_ -... — _ �- - _ _- _. t� - -'r 1; =:iii - - -- A B ki..), C �---...„ UP TO 18 "O b 1)......... 3 ‘ 8 DUCT SUPPORT BAR JOIST DETAIL 9 DETAIL ® DETAIL DETAIL NTS NTS NTS NTS zi 8'1 4� METAL FLOOR DECK / CONCRETE• ,4. AC UNIT METAL WASHER WffH NEOPRENE GASKET NAILING STRIP (GC) STAND -OFF CLIP FOR ATTACHMENT OF RECEIVER 3/8° HANGER ROD (MAX DUCT PERIMETER = 240"), OR PER TABLE 5 -1, ANSI / SMACNA DUCT CONSTRUCTION STANDARDS 3RD ED. 1" WIDE 22 GAUGE STRAP (MAX PERIMETER = 60"), OR PER TABLE 5 -1, ANSI /SMACNA DUCT CONSTRUCTION STANDARDS 3RD ED. DUCT #12 GA. WIRE DIAGONAL BRACE, CORNERS 0 TO STRUCTURE (4 TYP.) �` 3/8 ALL THREAD 45' `�_:._ NOTE: ALL ATTACHMENTS FLUTE OF THE A. 20GA. X 1" TEK SCREWS B. 2OGA. X 1 CONCRETE. C. SUPERSTRUT DECK BEFORE 75LBS D. SAME AS TYPE E. 22GA X 1" MAX LOAD F. SAME AS TYPE G. Y4 ", 3/8" OR TO LOWER H. SAME AS TYPE HANGER f \\ \_ l F NOT PROTRUDE DECK FROM UNDERNEATH = 40LBS TOP OF DECK APPROVED EQUAL) 2- #10 X 3/4" ONLY). MAX Y4" X 1Y4" EXPANSION = 50LBS COUPLED TO = 300LBS, = 3/8" y ' " HANGER = J'' ATTACHMENT. ATTACHMENTS B TO DECK. HANGER (SEE DETAIL). HANGER MAX LOAD C475 3/8" ROOFING "B" ATTACHMENT STRAP 75LBS "E" ATTACHMENT. CONCRETE "G". D ROOF DECKING STRAP. ATTACH MAX STRAP. ATTACH = 75LBS DECK INSERT OR CONCRETE ATTACHED EXPANSION MAX LOAD TO METAL E MUST TO LOAD FROM (OR WITH (CONCRETE WITH MAX LOAD ANCHOR „ Y4 DECK ,• i '.' LOAD G HIGHER BEFORE ATTACHED TEK SCREWS. = NAIL SAME 600LBS, WITH ROOFING 75LBS SIZE Y" H THAN THE TOP 3- #10 X 3/4 OR TO TOP OF MAX LOAD = INTO CONCRETE. ALLTHREAD ROD = 1200LBS. "x2 3/8" BEAM CLAMP 3/8 3/4" WEDGE ANCHOR BOLT 3/8" NUT W/ WASHER 3/8" COUPLING I CURB (PSF) INSULATION (GC) ROOF EQUIPMENT LEVELING CURB (GC) SQUARE /RECTANGLULAR DUCT SQUARE /RECTANGLULAR DUCT TO STRUCTURE (4 TYP.) .,� FLASHING BY ROOFING CONTRACTOR FLEXIBLE FLASHING OVER INSULATION AND CUP FLASHING BY ROOF CONTRACTOR � 14. FACTORY RIGID 1 , ZX WY ; :•:•'= : ""' ;';; ��'�'.'% .w...:.: :. ;; 7 3 8" HANGER ROD / r NOTE: 12 MAXIMUM SPACING FOR SUPPORT DOUBLE NUT W/ WASHER AT BOTTOM HANGER 1x2 xt #10x3 /4 TEK CHANNEL (4 TYP.) SUPPORT CANT (GC) �..' =�'' :�: � �• II II . . . I.••• •.: , : -: , : : ' ' • •' ,:; • :; ; _ 8' MAX - 8' MAX ROOFING ROOF INSULATION CANT �� �'T6747 � � - •• • • : • • • ' • •'�' •' ° • ' =. • • ' • '• `' ' • • ' • • ' •. •• % '• "•'• : •• : • ;.;. ■,; . •; , =. ••;:; ;.; DUCT HANGERS HVAC UNIT SUSPENDED FIT VAV BOX, TRANSFER FAN AND A/C UNIT INSTALLATION ROD /SADDLE STRAP DUCT SUPPORT DOUBLE NUT W/ WASHER AT BOTTOM OF HANGER. • • • •. • ,: : ' ,. .•. �; . • :, SEE SHEET A -518 FOR CURB DETAILS ROOF DECK CURB DETAIL FOR TRANE VOYAGER AC UNITS 14 DETAIL (E) DETAIL 16 DETAIL (I DETAIL (E) DETAIL 1" x 22 GA SADDLE STRAP (24" MAX DIA.); NTS NTS NTS 1" x 20 GA SADDLE STRAP (36" MAX DIA.); OR PER TABLE 5 -2, ANSI /SMACNA DUCT rnucTRI irnnu creunnanc San Fn NTS NTS • CITY OF TLIKV)ll A, tIrn, 1' x,2012 PERMIT CENTER SEPARATE PERMITgNp APPROVAL REQUIRED I... • 6) i O O O a) v ( E Z o Q) O 0 00 O E N co co o O > Q '- 'i- - Q > • co co I— o L Cl) '- a) co co o N'.4.' � C3 : co co w cd 0-'00 O 0 0 N N o Z — u) I•• U. v Z 4-,N E 0 o ,— o • U) O U 4 a) co ca ✓ : O o c 1— c) '— c Z a) 00 co co ca 4 >wco cr) c = QQrn°o a�i ry .c2'I'N E Q Wd c-m — O O Q co ' CV 4-• O O >> ZO y CO N N 5 C) n. rn co I— Its z 0 cn _a J U CALLISON www.callison.com 0 (f) D 0 z SOUTHCENTER 100 SOUTHCENTER MALL PROJECT NUMBER 212283.00 ISSUED / REVISED DATE GEN BID PERMIT 11/12/12 HVAC DETAILS M -201 5 7 1n 12 14 PLUMBING LEGEND PLUMBING ABBREVIATIONS GENERAL NOTES: DRAWING INDEX P -001 PLUMBING LEGEND, SCHEDULES AND DETAILS P -101 UNDERFLOOR DEMOLITION PLAN - PLUMBING P -102 UNDERFLOOR PLAN - PLUMBING P -111 FIRST FLOOR DEMOLITION PLAN - PLUMBING P -112 FIRST FLOOR PLAN - PLUMBING P -121 SECOND FLOOR DEMOLITION PLAN - PLUMBING P -122 SECOND FLOOR PLAN - PLUMBING P -131 THIRD FLOOR DEMOLITION PLAN - PLUMBING P -132 THIRD FLOOR PLAN - PLUMBING P -142 UPPER. LEVEL STOCK PLANS - PLUMBING P-151 ROOF DEMOLITION PLAN - PLUMBING P -152 ROOF PLAN - PLUMBING .` ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION (APPLIES TO ALL PLUMBING SHEETS) 1. PLUMBER TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. PROVIDE MOTION SEISMIC RESTRAINTS FOR ALL NEW CONSTRUCTION PIPING SYSTEMS, DUCT SYSTEMS AND MECHANICAL EQUIPMENT PER 2008 SMACNA SEISMIC RESTRAINT MANUAL NAD ALL APPLICABLE ADDENDA, SEISMIC HAZARD LEVEL (SHL) C. 3. PROVIDE OVERSIZE PIPE HANGERS TO FIT AROUND PIPING INSULATION. PROVIDE PIPE SHIELD TO PREVENT CRUSHING INSULATION. SEE PIPE HANGER & INSULATION DETAIL 3/P -001. 4. THESE DRAWINGS ARE DIAGRAMATIC ONLY AND ARE NOT TO BE SCALED. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND LOCATIONS. 5. MODIFY ROUGH -IN OF DEMOLISHED OR RELOCATED FIXTURES AS REQUIRED FOR CONNECTING NEW OR RELOCATED REPLACEMENT FIXTURES. 6. ALL COLD AND HOT WATER SHUT -OFF VALVES LOCATED IN CEILING SPACE ARE TO BE INSTALLED NO HIGHER THAN 12" ABOVE CEILING TILE. IN AREAS WITH NO CEILING, INSTALL HW & CW PIPING NO LOWER THAN 10 FEET AFF & VALVES NO HIGHER THAN 10 FEET AFF. 7. MAINTAIN (E) TRAP PRIMER LINES TO (E) FD'S LOCATIONS. PROVIDE TRAP PRIMER W/ NEW WC FIXTURE PER 4/P -001. PROVIDE NEW TRAP PRIMER PER 4/P -001 FOR NEW FD'S. SYMBOL ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION ELEVATION W SANITARY WASTE PIPING ACC ACCESSIBLE IE INVERT ACT UP PIPING UP SS SS SITE SANITARY SEWER PIPING ADA AMERICANS WITH DISABILITIES INST INSTALL ABOVE INSULATION DN PIPING DOWN IW IW INDIRECT WASTE PIPING AFF FINISHED FLOOR INSUL SUPPLIER - 1 DIELECTRIC UNION V VENT PIPING AHJ AUTHORITY HAVING JURISDICTION KES KITCHEN EQUIPMENT LAVATORY AMB AMBULATORY LAV MAINT ] CAP ST ST SITE STORM WATER DRAIN APPR APPROVED MAINTAIN � GAS COCK - - -CD- - - CD CONSTRUCTION DRAIN PIPING M BALL VALVE 12" MAX. ABOVE ARCH ARCHITECT /ARCHITECTURAL MAX MAXIMUM HOLE (LOCATE SD- SD STORM DRAIN PIPING ACCESSIBLE CEILING WHERE APPLICABLE) BLDG BUILDING MH MAN COND A/C CONDENSATE, MIN MINIMUM STEAM CONDENSATE MPG MEDIUM PRESSURE GAS PIPING VALVE CONNECT - OSD OVERFLOW STORM DRAIN PIPING °'4 GLOBE CONN (N) NEW CONTINUATION OSD PRESSURE GAUGE CONT'n NC NORMALLY CLOSED CONTRACTOR G G LOW PRESSURE GAS PIPING MPG MPG MED PRESSURE GAS PIPING"" CONTR NO NORMALLY OPEN COORDINATE SOLENOID VALVE CW COLD WATER PIPING COORD PERF PERFORATED DEMOLISH DEMO PPP PRECISION PLUMBING PRODUCTS DIA DIAMETER PRESSURE STRAINER WITH DRAIN VALVE W W SITE WATER PIPING �' PRV RELIEF VENT or DIRECTION PRESSURE REDUCING VALVE 12" MAX. ABOVE DIR PER SQUARE INCH HOT WATER PIPING '6 BALL VALVE (LOCATE HW ACCESSIBLE CEILING WHERE APPLICABLE) WATER RECIRC. PIPING DWG DRAWING(S) PSI POUNDS POLYVINYLCHLORIDE PLASTIC (E) EXISTING PVC REQ'D HWR HOT l INDICATES PIPING CONNECTION POINT AIR CONDITIONING DRAIN PIPING EA EACH REQUIRED RPBP REDUCED PRESSURE D D CHECK VALVE EWH ELECTRIC WATER HEATER ELECTRICAL BACKFLOW PREVENTER NI A COMPRESSED AIR PIPING A Al PRESSURE REDUCING VALVE ELECT SQUARE FEET V VAC VACUUM PIPING EMCS ENERGY MANAGEMENT S.F. SHEET STEAM PIPING CONTROL SYSTEM SHT EXP EXPANSION SITE SAN. STM STM POUNDS TO INCHES GAS PRESSURE REGULATOR SS SEWER OR STAINLESS - CR CONDENSATE RETURN PIPING CR 00 RD / ORD ROOF DRAIN / OVERFLOW ROOF DRAIN TW TEMPERED WATER PIPING FLR FLOOR STEEL FTG FOOTING STL STEEL GAS PIPING PLUMBING NOTES: T FTD FOOTING DRAIN PIPING j SHADING INDICATES PLUMBING ABOVE UPPER G SWP STEAM WORKING PRESSURE GALVANIZED FTD (PERFORATED) LEVEL (STOCK). VERY LIMITED CLEARANCE. GALV TP TRAP PRIMER GWH GAS WATER HEATER TYP TYPICAL (APPLIES TO ALL PLUMBING SHEETS) �. 0 DEMOLISH EXISTING WATER CLOSET, FLUSH VALVE & 21 PROVIDE SIGN FOR EACH ISOLATION VALVE TO READ: CARRIER. PROVIDE TEMPORARY CAP ON ALL ISOLATION VALVE - KEEP OPEN, MANTENER ABIERTO. ASSOCIATED PIPING UNTIL NEW CONNECTIONS ARE MADE. PATCH ALL FLOOR PENETRATIONS ASSOCIATED 22 REINSTALL EXISTING LAVATORY OR SINK. CONNECT TO WITH PERMANENT DEMO WORK. EXISTING SANITARY WASTE AND VENT PIPING. EXTEND COLD AND HOT WATER PIPING FROM NEAREST FACILITY 02 NOT USED. NEW MIXING /FAUCET (SEE DETAIL 2 /P- 001). PLD PLD PLANTER DRAIN PIPING IRR IRRIGATION PIPING HORIZ HORIZONTAL W/ WITH HOUSEKEEPING IRR 4- P.O.C. POINT OF CONNECTION TO SERVICE SW SW SOFTENED WATER PIPING HSKPG WC WATER CLOSET INTERNATIONAL ASS'N OF PLUM DENOTES A GENERAL NOTE CALL OUT IAPMO - WCO WALL CLEAN OUT BING & OFFICIALS WATER HAMMER ARRESTOR NON POTABLE WATER PIPING 1 - WHA NPW NPW SEE NOTES ON SHEET P -001 0 FD FID FLOOR DRAIN DENOTES A SITE PLAN KEY NOTE CALL OUT - FS FS FLOOR SINK 0 SEE NOTES ON SHEET P -001 AD AREA DRAIN 0 o -1- WATER ER HAMMER ARRESTOR SIZING SCHEDULE SEE GENERAL NOTE 5E AD DENOTES A SPECIFIC KEY NOTE CALL OUT VTR VENT THROUGH ROOF RV RV RELIEF VENT - SEE NOTES ON SAME SHEET DETAIL NUMBER DETAIL REFERENCE NOTE O DEMOLISH EXISTING FLOOR DRAIN & PROVIDE 23 PROVIDE NEW FLOOR DRAIN, TRAP, TRAP PRIMER AND TEMPORARY CAP ON ALL ASSOCIATED PIPING FOR FUTURE CONNECTION. ASSOCIATED WASTE AND VENT PIPING. REUSE (E) TRAP 2 PRIMER PIPING IF ABLE. CONNECT TO EXISTING WASTE. O DEMOLISH EXISTING MIXING VALVE BOX, MIXING VALVE SEE GENERAL NOTE 5. AND TEMPERED WATER PIPE TO LAVATORY FIXTURES. 24 PROVIDE WCO BELOW TRAP. CAP EXISTING HOT AND COLD WATER SUPPLY AS INDICATED. 25 ALL FLOOR PENETRATIONS SHALL BE 'FIRE CAULKED' W O DEMOLISH EXISTING URINAL & FLUSH VALVE (& CARRIER FROM THE TOP IF PRESENT). PROVIDE TEMPORARY CAP ON ALL ASSOCIATED. PIPING UNTIL NEW CONNECTION IS MADE. 26 REMOVE AND PRESERVE EXISTING FIXTURE FOR REINSTALLATION. 0 O6 DEMOLISH EXISTING LAVATORY OR SINK (DEMO CARRIER 27 REINSTALL EXISTING WATER CLOSET. PROVIDE NEW IF PRESENT). PROVIDE TEMPORARY CAP ON ALL Q ASSOCIATED PIPING UNTIL NEW CONNECTION IS MADE. AUTOMATIC FLUSH VALVE. SEE GENERAL NOTE 5. 28 PROVIDE NEW HW HEADER IN PLUMBING CHASE. SEE 07 DEMOLISH PLUMBING FIXTURE (INCLUDING CARRIER IF DETAIL 7/P -001. PRESENT). DEMOLISH ALL ASSOCIATED PIPING AND CAP TO WITHIN 1' OF ITS ACTIVE MAIN UNLESS SHOWN 29 REMOVE EXISTING P -9 MIXING VALVE. REPLACE WITH OTHERWISE. POWERS LFe480 3/4" THERMOSTATIC MIXING VALVE. 08 CONNECT (E) (OR NEW WHERE INIDICATED) 3" W SEE GENERAL NOTE 5. FD-la INSTALLED IN FLOOR ABOVE. SEE GENERAL TYPE SIZE PPP MODEL NUMBER o FCO FCO CLEANOUT (FLUSH WITH FLOOR) P -o01 SHEET NUMBER -® CLEANOUT ABOVE CEILING IN CRAWL CO / WCO CO / WCO ( , 1 / 2" SC -500 Al 3 / 4 SC -750 SPACE, OR FLUSH WITH WALL) A# WATER HAMMER ARRESTOR (SEE SIZING ( A2 ►-} W.H. /HB WALL HYDRANT /HOSE BIBB o WH -1 WALL HYDRANT TYPE 1 ... r' t t -�•• r - SCHEDULE THIS SHEET) EXISTING PLUMBING PIPING /FIXTURES 1" SC -1000 A3 1 -1 / 4" SC -1250 A4 WH -2 WALL HYDRANT TYPE 2 � ,:�:m 2 TO BE DEMOLISHED 1 -1 / 2" SC -1500 A5 2" SC -2000 A6 NOTE :INSTALL WATER HAMMER ARRESTOR IN ACCESSIBLE LOCATION WHEN REQUIRED BY THE LOCAL JURISDICTION. CHANNEL P1000 5/8" 1 5/8 ") FIXTURE CONNECTION SCHEDULE NOTE 5. 30 DEMO EXISTING WATER CLOSET CARRIER. PROVIDE O TEMP. CAPS ON PIPING. O9 PROVIDE NEW WATER CLOSET, FLUSH VALVE & CARRIER. CONNECT TO EXISTING WASTE AND VENT PIPING. 31 NOT USED. PROVIDE AUXILIARY ROD SUPPORT FEET (EQUAL TO WADE SUFFIX M4) INSTALLED IN STUD WALL. SEE 32 REMOVE AND PRESERVE EXISTING MOP SINK, FAUCET GENERAL NOTE 5. AND ACCESSORIES FOR RE- INSTALLATION. PROVIDE TEMPORARY CAP TO E HW, CW, W AND VENT PIPING. ( ) 10 NOT USED. 33 RE- INSTALL EXISTING MOP SINK, FAUCET AND ACCESSORIE 11 PROVIDE NEW WATER -FREE URINAL AND BRACKET, (SEE DETAIL 6/P -001). CONNECT TO (E) WASTE AND VENT MOUNT TO BACKING PER MANUFACTURER'S 3/4" 3/4" PIPING. EXTEND 3/4 CW AND 3/4 HW PIPING FROM NEAREST RECOMMENDATIONS. PROVIDE 3/4" CAPPED COLD WATER LOCATION. FIELD VERIFY. SEE GENERAL NOTE 5. SUPPLY, WITH BALL VALVE, BEHIND WALL (SEE DETAIL 5/P -001). SEE GENERAL NOTE 5. 34 CUT EXISTING 3/4" CW SUPPLY TO (E) WATER HEATER 12 PROVIDE NEW LAVATORY OR SINK. EXTEND AND CONNECT CLOSER TO MAIN THEN PROVIDE BALL VALVE AND CAP. O CONNECT (N) 3/4" HW PIPING(FROM BUILDING HW SYSTEM) TO EXISTING SANITARY WASTE AND VENT PIPING. EXTEND ABOVE CEILING TO (E) WATER HEATER INLET. FIELD CW AND HW WATER PIPING FROM NEAREST LOCATION TO VERIFY. LAVATORY /SINK (SEE DETAIL 2/P -001). WHERE WCO IS NOT PRESENT, PROVIDE WCO IN VERTICAL W PIPE BELOW 35 PROVIDE NEW EYEWASH, SUPPLIES, MIXING VALVES AND TRAP. SEE GENERAL NOTE 5. RPZA (SEE DETAIL 6/P -001). EXTEND CW AND HW PIPING FROM VENT. NEAREST DISCHARGE 1-1/2" CONNECT VENT TO (E) MOP 13 DEMO EXISTING AND PROVIDE NEW COLD WATER HEADER, OF EQUAL SIZE TO EXISTING, IN TOILET ROOM CHASE PER SINKS VENT. DISCHARGE 1 -1/2" W INDIRECTLY TO (E) MOP SINK; EXCEPT FIXTURE IN DISPLAY WORKROOM (404). DETAIL 1/P -001. PROVIDE LINE SIZE WATER HAMMER FIELD VERIFY. SEE GENERAL NOTE 5. ARRESTORS AT BOTH ENDS OF HEADER TO PROTECT FIXTURES AGAINST WATER HAMMERING. 36 DEMOLISH EXISTING ROOF DRAINS AND OVERFLOW CE ENTUMENT EXACT SIZES AND 14 DEMOLISH EXISTING FLOOR DRAIN ABOVE. PROVIDE TEMP DRAINS. FIELD VERIFY REPLACEMENT. O LOCATIONS FOR REPLA M CAP ON PIPING UNTIL NEW FLOOR DRAIN IS INSTALLED. 37 PROVIDE NEW ROOF DRAINS AND OVERFLOW DRAINS. HOT WATER SYSTEM SHUT OWN WITH STORE MANAGER NOTE 5CT TO (E) PIPING. FIELD VERIFY. SEE GENERAL AND MAINTENANCE MANAGER PRIOR TO INSTALLATION. 38 PROVIDE NEW 3/4" HW CONNECTION TO (E) 1 -1/2" HW MAIN. (1) VERIFY THAT (E) SHUTOFF VALVE IS ACCESSIBLE AND IS FIELD VERIFY. REMOVAL WORK. REPLACE NONFUNCTIONAL UNCT ONAL EX STING 39 CONNECT NEW 4" TWO -WAY CLEANOUT TO (E) 4" WASTE VALVE WITH NEW BALL SHUTOFF VALVE. PROVIDE NEW O PIPING. FIELD VERIFY. SEE GENERAL NOTE 5. SHUTOFF VALVE WHERE INDICATED. 40 PROVIDE NEW 3/4" CONDENSATE DRAIN FOR (E) HVAC 17 PROVIDE NEW COLD WATER SHUTOFF VALVE. UNIT. ROUTE PIPING TO DISCHARGE INDIRECTLY TO COORDINATE MANAGER A DMA MAINTENANCE MANAGER RI OR TO (E) MOP SINK ON FLOOR BELOW. INSTALLATION. 41 PROVIDE NEW 4 TWO -WAY FLOOR CLEANOUT. CONNECT TO (E) 4" WASTE PIPING BELOW. CORE CONCRETE SLAB 18 REMOVE & PRESERVE EXISTING LAVATORY OR SINK, FOR AS REQUIRED AND PATCH FLOOR TO MATCH EXISTING. REINSTALLATION. PROVIDE TEMPORARY CAP ON ALL FIELD VERIFY. SEE GENERAL NOTE 5. ASSOCIATED PIPING UNTIL NEW CONNECTION IS MADE. SEE GENERAL NOTE 5. 42 METHANE GAS MAY BE PRESENT BELOW SLAB. IF 19 INSTALL ALL HOT WATER ISOLATION & BYPASS VALVES ENCOUNTERED IN PERFORMANCE OF WORK, CAREFULLY SINGLE HOT WATER SYSTEM SHUTDOWN CUT BARRIER AND RE -SEAL AROUND PIPING. PROVIDE (DURING NON - BUSINESS HOURS). PATCH IN BARRIER TO MATCH EXISTING. 20 PROVIDE SIGN FOR EACH BYPASS VALVE TO READ: BYPASS VALVE - KEEP CLOSED, MANTENER CERRADA. P -NO. FIXTURE WASTE VENT WATER HOT TEMPERED COLD UNISTRUT (1 x CUSH P- 1 /P -la WATER CLOSET 4" 2" - - 1" P -2 .URINAL. 2" 1 -1 / 2" - 3 / 4,. ** UNISTRUT -A -CLAMP 01 P -3 LAVATORY 1 -1 / 2" 1 -1 / 2" 8" * 3/ 8 _ RESTROOM COLD WATER HEADER 1 1 P -4 SINK 1 -1 / 2" 1 -1 / 2" 1 / 2" - 1 / 2" - '� '`� P -5 MOP SINK 3" 2" 3 / 4" - 3 / 4" 110 _ ! '�'� Wil P -8 EMERGENCY EYEWASH 1 -1 / 2" 1 -1 / 2" - 1 / 2" f . ' % FD -1 FLOOR DRAIN 2" 1 -1 / 2" - - 1 / 2 TP / /// PIPE INSULATION "''� - �� PROVIDE TAKEOFF FOR FIXTURES IN TOP OR RD -1 ROOF DRAIN �� �� * ** 4 / 6 - - - - SHOULDER STUD UNISTRUT CUSHION NOTES: * UNLESS NOTED OTHERWISE. ** ROUGH -IN ONLY FOR WATER -FREE URINALS. * ** NEW ROOF DRAINS TO MATCH EXISTING. FIELD VERIFY. MOUNT FIXTURES PER ARCH. DRAWINGS FOR ACCESSIBILITY REQUIREMENTS. CW HEADER 36" AFF MAX BOTTOM OF HEADER, NOT SIDE 1/2" DIA BOLT PROVIDE 5 SUPPORTS PER HEADER MINIMUM. PROVIDE SUPPORT AT 6' SPACING MAXIMUM. - - c- - - PLUMBING MATERIAL SCHEDULE • O - --NUT & UNISTRUT POST BASE #P2072A SQ CONCRETE FLOOR N15 O - - (TYP) PIPING TYPE MATERIAL REMARKS - WATER PIPING TYPE L COPPER TUBING FITTINGS: WROUGHT- COPPER WITH 95/5 SOLDER. 1 1 ,, I 6 [1 1/2" DIA BOLTS, IMBEDDED MIN I " I 1 6 l 1 \ STORM, DRAIN & WASTE STANDARD WEIGHT CAST IRON OR DWV COPPER FITTINGS: STANDARD WEIGHT CAST IRON WITH NO HUB JOINTS 2 1 '" OR LESS). SOLDERED WROUGHT COPPER \ \ 2" IN CONCRETE FLOOR (TYP) \ S I D E VIEW FRONT VIEW NOTE: PROVIDE NEW WATER HAMMER ARRESTORS (FULL SIZE) AT EACH END OF COLD WATER HEADER. 1 RESTROOM COLD WATER HEADER SUPPORT DETAILS VENT STANDARD WEIGHT CAST IRON OR DWV COPPER FITTINGS: STANDARD WEIGHT CAST IRON WITH NO HUB JOINTS OR SOLDERED WROUGHT COPPER DWV (2 1 /2" OR LESS). ) CONDENSATE PIPING TYPE L COPPER TUBING FITTINGS: WROUGHT- COPPER DWV WITH 95/5 SOLDER. P -00� SCALE: NONE FAUCET WITH INFRARED SENSORS INTEGRATED W/ SOLENOID VALVE COMBINATION SOLENOID VALVE, BATTERY MANUAL FAUCET W/ HW & CW SUPPLY ALL- THREAD BAND OR CLEVIS HANGER PER - c - FINISHED WALL ��� MAINTAIN 2" CLEARANCE 12" MIN CENTERLINE OF TRAP COLD WATER MAIN TYPICAL RESTROOM LAVATORY LAVATORY PACK AND ELECTRONIC MODULE INSTALLED ON WALL UNDER LAV, MOUNT UP AS HIGH AS POSSIBLE, BEHIND LAV. (ALLOW CLEARANCE = ROD = STRUCTURE PRIMER PIPING ABOVE ? P -1 FIXTURE \ 1/2" ? ' SHUT -OFF VALVE J FOR BATTERY ACCESS), WITH FIBER OPTIC CABLE SECURED TO SUPPLY LINE. FIBER OPTIC _- '' = SLOAN VBF-72-A1, INSTALL P -11 OVERSIZE HANGER TO TYPE = ACCOMODATE INSULATION (TYPICAL SPECIFICATION FOR ALL INSULATED PIPING) ��'�'�► �•' 's� �' IN COLD WATER SUPPLY BETWEEN FLUSH VALVE & TRAP PRIMER, PROVIDE P FIXTURE. PROVIDE SLOAN ACCESS DOOR & DIS- ^' CABLE POWERS HYDROGUARD LFe480 . ; THERMOSTATIC MIXING VALVE W/ INTEGRAL CHECK VALVES _ TYPICAL HAND SINK -1 8113 -T5 FLUSH VALVE AT TP TRIBUTION UNITS WHERE O° LOCtT:: TION. ESCUTCHEON - UNION ACCESS DOOR (APPROX 12 "x18 ") 3/8" BRAIDED FLEX TEMPERED ,: I (INSTALL ON WALL, AS HIGH AS SUPPLY LINE POSSIBLE BEHIND LAV / SINK.) PIPE ', BE COMPLETELY FOR LOCATION & COORS 11 t � USE CALCIUM SILICATE INSERTS AT ,, ALL PIPE HANGER LOCATIONS ABOVE P -1 FIXTURE. WITH ARCHITECTURAL) TRAP PRIMER MANIFOLD 12" MIN FINISHED FLOOR I \ 1 STOP COCKS 1 1 ; �% PIPE SHIELD TO PREVENT FINISHED FLOOR U U U 0 TYPICAL RESTROOM LAVATORY TYPICAL HAND SINK -� ? TO FLOOR DRAIN(S) / SINK -� ? 3 HANGER & (PIPE CRUSHING OF INSULATION DETAIL SLOPE DN AND/OR SPRINKLER RECEPTOR SLOPE DN TO FLOOR DRAINS) /SINK AND / OR SPRINKLER RECEPTACLE TRAP PRIMER DETAILS c 2 MIXING VALVE & SINGLE LAV /FAUCET PIPING DETAIL P -OO 1 SCALE: NONE P-001 SCALE: NONE P-001 SCALE: NONE bli.... CHEC A (IN J<RYLVE . POSITION) , 3 9 SEE ELEVATION DETAIL FOR PIPING BEHIND ACCESS PANEL WALL 3/4° HW SHUTOFF VALV RA2 MIN. 12x18 ACCESS PANEL CW SHUTOFF VALV E .� HW CONT. (WHEN REQ'D) , -� , I'� I 1 �r�� WATER HAMMER ARRESTOR, TYP. I CEILING PENETRATION, �. TYP. \'� ,�\ ,�,� ,�- _ ,� �, CITY C�`` il4�� � '� �' \�, �I(1U 1;2012 --� 2x12 WOOD BLOCKING BETWEEN STUDS BEHIND PLUMBING CHASE „ FINISHED WALL FOR URINAL BRACKET SUPPORT ANCHORS (COORDINATE W/ ARCHITECTURAL) ( ) ? CHECK VALVE (IN HORIZ. _ POSITIO ' ELEVATION DETAIL URINAL BRACKET SUPPORT SECURED TO BLOCKING. COORDINATE STANDARD & ADA HEIGHT DISTANCE FROM FINISHED FLOOR W/ ARCHITECTURAL DRAWINGS & MANUFACTURER SPECIFICATIONS. 2 VENT PIPE�,�.. " CW VALVED & 3/4 C g CAPPED CONCEALED BEHIND WALL I i , i 1 �� �. �� ,,`\ .� 9 OS .� '�, PERMlT CEl�.�ER `,\ i TEMPERING VALVE %( POWERS MODEL ES150 EMERGENCY WITH DUAL INTERNAL CW BYPASS. PROVIDE FIELD INSTALLED CHECK VALVES SET FOR 95 DEG F WATER TEMP (INSTALL ON WALL, AS HIGH AS POSSIBLE UNDER EYEWASH) MAINTAIN ADA CLEARANCES AS REQUIRED BY AHJ. P -8b EYEWASH WATER FREE URINAL 2x12 WOOD BLOCKING BETWEEN STUDS BEHIND I I i � .�\ �, FINISHED WALL FOR URINAL LOWER WALL ANCHORS (COORDINATE W/ ARCHITECTURAL) - FAUCET WITH INTEGRAL CHECK VALVES & VACUUM P 3n . / , �.� I �,�;� - '' '' ' . ,� .� �,\ ' CW HEADER 2" WASTE PIPE ROUTE WASTE IN WALL f CARTRIDGE TRAP ' . 1/2" HW i FROM FROM - -- • � �� CW AND HW �� �.� �.� HEADERS �.�\ 1 HW PIPE CW P I I 1 1 I 1 \ �� T 1 All . MP - - -i i M . -- -�-- -' i it, : •i•r• � SUPPLY , 3/4" CW FROM SUPPLY t 3/4" CW FROM EYE 36" AFF MAX. �`�, P,3n ''- �.� NOTES; WASH SUPPLY TO RPZA CONNECTION FLANGES & COMPRESSION ,� ,I • •� POWERS HYDROGUARD #LM490 \ ��, '� ,3 n 1. TYPICAL ARRANGEMENT ONLY. SIZES, ,� QUANTITIES AND SPECIFIC FIXTURES �. ,� PER PLANS. '�, �� '� 2. HW PIPE MAIN WALLS: TO �� �� <. WASTE GASKET PER MANUFACTURER RECOMMENDATIONS. PLASTIC WASTE PIPE TAIL PIECE INSERT AT 3% BREAKER HOSE , O THERMOSTATIC MIXING VALVE . W/ INTERGAL CHECK VALVES. (SLOPE TO DRAIN) COORDINATE STANDARD & ADA HEIGHT DISTANCE FROM FINISHED FLOOR W/ ARCHITECTURAL DRAWINGS &MANUFACTURER SPECIFICATIONS. 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CITY OF TUKWILA Nnv 1 ,2012 PERMIT CENTER ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 $$$DESIGN$SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME ANA_ PARATE RMITAND PPROVAL REQUIRED COPYRIGHT © 2012 CALLISON P-1 01 10 11 12 0 0 BELOW GRADE 0 E U Ct O O) co 0 r E M to O CO L N co co O }, t4 c0 c 0 0 N CV CV CO 1■ U. 3 STAIR 2" W _U P DISPLAY WINDOW DISPLAY WINDOW VEST E OSSER WEST ENTRY VESTIBULE TAILOR/ 1 134 (E) 4" tqi. BE C'v;i FLOOR iS " /iT SLOPE -- TERATIONS CONNECT 2" W 1D12A N 0 • c C 6 BAYS 6 BAYS Vi\'S SPORTSW 1011 1014 1001 1002 1D03 'DISPLAY - W -N-D -9 W- ESCALATOR SEATING 1D15 SPORTSW __NCRTE FNIEY_! VESTIBULE N ALL ENTRY 100 1D04 In C ND vi\IS F,R \S 1D09 1D07 1D06 ELEV LOBBY 1D05 STOCK \_ I VEST RECEIVING/ STAGING TI 4 )INC DOCK 156 REUErVtU . ort, OF T UK LA Nnv 1 9,2012 PERMIT CENTER ISSUED 1 REVISED DATE GEN BID /PERMIT 11/12/12 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT 2012 CALLISON UNDERFLOOR PLAN PLUMBING P -102 in TI 4 )INC DOCK 156 REUErVtU . ort, OF T UK LA Nnv 1 9,2012 PERMIT CENTER ISSUED 1 REVISED DATE GEN BID /PERMIT 11/12/12 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT 2012 CALLISON UNDERFLOOR PLAN PLUMBING P -102 5 1U 3f F E SP 3 STANDPIPE DRAI IN WALL Tr Z w o >Q H ti w h o 4- z O m O r. o Z — N E 0 0 O 0) •O ' V co C) 0 0 0 �° co co (0 (0 o O 01 c' Im UN DISPLAY WINDOW DISPLAY WINDOW 109 HOSE DR WEST ENTRY VESTIBULE :P MINMEIMINI 1 -1/2" C ;R/ ,4 1 1/2" CW HEADER'W 1 -1/2" CW DN WITI WHA 1 -1/2" CVV P- 3h,TYP.OF2G+- 1-1/4" HW , 1/2 "C t 2" W841-1/2" V INWALL 1/2" CW 1D12A .N...... LE TU ; 6 BAYS 3/4e; t5 q° PROVIDE 1/2" WATTS N36 VACUUM RELIEr VALVE IN INLET PIPING. 1 PROVIDE BALL VALVE IN HW INLET PIPING TO WATR HEATER. WATER HEATER IS FED.WITH BUILDING HW" TO PROVIDE MORE HOT WATER CAPACITY. 1 (E) :;O D DISL STD_ 140 6 BAYS 1D11 6 PAYS 1D02 1D03 —n- STRUCT 3 /4 "HWUP ESCALATOR SEATING 1D15 V \S SPORTSW NORTH ENTRY 150B _ NORT.LL:ENTFY VESTIBULE MALL ENTRY ESCALATOR SEATING 1D16 1D04 • O 1) 1D07 1D06 ELEV LOBBY VEST to G ca O 2 L a) 0 0 (.1) 0 0 VEST A4' A4 STOC ri T SEE SHEET P -142 FOR CONTIJATION CLOTHING 158 MB co CO CO OC (E) 3/4" C'.DN IN WALL TO ' /ALLIHYDRANT ( /2' iR. T' PE L COPPED. DOWN I:,FURRED SPACE dTy OF T1 IMOLA Nnv .I b2O12 PERMIT CENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ �\- EFARATE RIT APEPROV� REQUIRED FIRST FLOOR PLAN PLUMBING $TIME COPYRIGHT (0 2012 CALLISON P -112 10 12 15 , 14 4' UP HW & CW 1 . /ITH SHUTOFF VALVE' ABOVE CEILING 1 (E) 2 CW SD DN 0 0 0 0 c N -c ti 0 0 0 rn o Ch M M c') 0 0 Cr1 M CO CO 0 0 N N i-11. 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DR 2�6 r' p I 1 II I ■r 1 1_' II [_)l 1 C III — 1 :_: II -_ 1 1 11 1 i , Ir STAIR AIR 2S3 1 DEMO (E) 4" SD UP (ROOF DRAIN) (E) 4„ s1 a UP (PLANT EIc DR Ail SD -. DN (E) 4j SIL HW 1 DEMO (E), 3/4" HW & 1 3/4" CW DN IN CHASE (E) 8 SD 8 OSD TIGHT TO STRLCT. 1/8 " /FT SLCfE REL; ; r -.D CITY OF TUK9.11,II.A Nnv 1 9;2012 PERMIT CENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME EPARA RM�. APPROVAL D REQUIRED COPYRIGHT (c) 2012 CALLISON P -121 10 11 "IZ 1J I9 —E) '` SD UP 1 -1/2" HW UP WITH ABMs/ 0 0 0 (li 4.d c N L 0 0 t` r 0 0) O Cr) CY Cr) 0 0 Cr) CO CO CO 0 O N N H W C� HU2 OFF VALVE CEILING 1 -1/2" HW & 3 /4 "CWUP DUMP 224 k3SDDN```-°` OP? le! pOR Ip -O 1 ACC - Goal Gov E' SAP - I 1 ENT DE Tr \DVDA1ST 2D09 NARRATIVE /PETIT R Co 0 Cr) Vii' Cr) V CO CO 03 CO 0 0 N CV 11r LOUNGE OSD DN 2D01 TWO -WAY FLOOR ICLEANOUT ABOVE 2D08 2D02 -TDB D - - ACC -SS 2D07 -T`OP SHOP D R 202 2D06 E 0 Z 0 c co O 1 = J as (" 3 /2 \I° 2D05B 2D04 1/2' HW UP 1/22 ELEVATOR LOBBY 4" IN D G 0 SAVVY D R 0 2D05A 2e' J/ DB BALL VALVE, TYP. CONNECT 21" W TO TOILET ; WASTE PIPING -� (E)- 1/2' "C =" -- E) 3/4" _H‘/J L'P 2" CW HE P -1a _ P -3h RRDOR VEST 1/2" C / 2e,H GHQ;, ST1 (E) 4" UP (PLAN ER DRA 4" SD & OSD UP TO ROOF DRAIN (COMBINATION SD & OSD) 4" OSD TIGHT TO STRUCTURE @ 1 /8 " /FT SLOPE W H Z O a) 00 0 0 03 N N w m 2 z 1- U w —7 O 0_ O 3 /4 "CWDN 1 -1/2" HW DN 1 -1/2" HW & 3/4" CW INWALL P 3h (E)`eSD &OSD TIGHT TO STRUCT. 1/8"/ FT SLOPE DISCHARGE 3/4" CD INDIRECTLY TO (E) MOP SINK (E) 1 -1/21 CW & CW DN VV T 1 -1/2" H UP IN WALL TO FIRST FLOC (E) 111/4,1 G UP (E) 10" SD & OSD DN TIGHT TO WALL CONNECT 4" OSD CITY OF TUK I �A, NnV x;2012 PERMIT CENTER. ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 SECOND FLOOR PLAN - PLUMBING $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ COPYRIGHT © 2012 CALLISON P-122 ®P-1a WHA ®E:i TYP. OF 4 1 -102" CW HEADER P-3h, TYP. OF 3 1 -1/2" HW DN P -3b 10 11 12 ®P -1a P -1, TYP. OF 2 2" FD-1a MOTHER'S ROOM SD _D E ,R A 1 -1/2' IN WP 2" FD= wqt 3/4" CW DN 1-1/2" HW DN BOY'S D R 1 -1/2" C W FROM SECO D FLOOR. FEC -E ALTERNATE BID 3D12 324. PROVIDE (N) FLOOR- MQUNTE CONCEALED ARM CAR , IER P -3a, TYP. OF 2 12 j FD-1a@ P -1a0 P: 2, TYP. OF 2 11 BAB IS A \D TODDLERS TWO -WAY CLEANOUT- 3D09 13 (E) SOLIDS INTERCEPTOR K$iw: AP SRS L0 -mot .F I ,o r- ROM 14" HW 00R1 1" 1" CW & 3/4" HW IN! WALL (E) " I °ENT P __�._ 1 1/2" CW HEADER 13 P 1, TYP. OF 3 WHA P -1 a FD -1 a @ WHA P 2 , TYP. OF 2 e 1" CW P 3h, TYP. OF 2 VEST (E) SINK, RELOCATED. 1 PROVIDE ISLAND VENT] BELOW COUNTER OR STUDOR VENT WHERE ALLOWED BY AHJ. i1 LOBBY ELEVATOR (E) 6' SD & 050 DN 1 /O "IFT 3D03 _ (E),/4 (Er33 ", CORRIDOR 390 ,. L, ''r `I i L S 3 /4 " 'CD DN 6 ACC 3/4" CD L: \EL SD HW as Tel ' 'R Er TERRACE bI2 9 RD -3ab FROET ROOF AND OVERFLOW DRAIN 0 14 0 0 O Ovz °a> mO c 0 2 • MM o .orn • d F _ ,E o U Cy < M Cr) o N o 0 M � c� m 0 }, CO CO C IA I o— o o N N N oZ- u)II"U.3 z 0 0 W Ili z z W H i9 4 1 • z 0 C/) J J U G Lin 2 L —+ 0 s CO 0 I- cc m 2 z 1 U w 0 0 z (E2 "'WDN1 IN' NALlw 1 I E) 1-112" H' I C 41oD ° I (E) 1 -/4" CAS DN IN WALL RECti v to CITY OF Ti Nnv ?x2012 PERMIT CENTER ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 PERMIT APPROVAL REQUIRED THIRD FLOOR PLAN - PLUMBING $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT © 2012 CALLISON P -132 10 12 13 14 0 1- w o Z ai o o ! — www.nordstrom.com 0 . v 0 Z COSMET ICS FIRST FLOOR UPPER LEVEL. STOCK PLAN - PLUMBING SCALE: 1/8" =V-0" A4 • 0 U) J -J V SEE SHEET P -112 FOR CONTINUATION DN & 2.eF}�V U v & 3/4" CW 1 -1/2" V IN WALL 1 -1/2" W EXPOSED AND INDIRECT TO SERVICE SINK 0 4, AT 0: HINE CONNECT 1/2" HW, 3/4" HW, 3/4" CW (IN WALL) AND 1 -1/2" W (INDIRECT) TO (E) SERVICE SINK E) 1 - "l /2" HW DN IN WA L: C 3RD FLOOR TAR OE STOCK tWA WATER HEATER ,E) EAT ER RE;E1 CITY GF T� A. Nnv 1 2012 PERMIT" CENTER ISSUED / REVISED DATE GEN SID /PERMIT 11/12/12 OPT € SELOW MEN'S AND WOMEN'S SHOES FIRST FLOOR UPPER LEVEL STOCK PLAN PLUMBING SCALE: 1/8" =11-0" THIRD_ FLOOR UPPER LEVEL STOCK/OFFICE MEZZANINE PLAN - PLUMBING $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2012 CALLISON UPPER LEVEL STOCK PLANS PLUMBING P -142 1U 11 .1� 15 1 LI (NO PLUMBING WORK) (NO! PLUMBING WORK) (E) 1 -1/2" 0 O ) ✓ ch Z N 2 C O > NN IY w O Z Q 0 ti O Z CONSULTANT: 0 • 0 O 0 Z a YI ▪ a Z co 0 Z4-+ L C U) a) th un .� a • o _CD C 4) coI —u.3 co O N 206 303 4319 E O 0 E 0 -F. W 1 0 to t� M M co to N IH (E) 1 -1/2" (E) 1 -1/2" (E) 1 -1/2" DEMOLISH EXISTING CONDENSATE DRAIN PII9E SUPPORTS, TYPICAL NOTES: t 1 1. ALL EXISTING/PVC CONDENSATE DRAIN PIPING SHALL BE,LIFTED UP TEIjAPORARILY TO-,FACILITAI E i RE- ROOFING. i 4 2. i DE OW N LISH ALL EXISTIN 1 CONDENSATE DRAIN PIPfNG WOOD SUPPORTS. PROVIDE TEMPORAYi SUPPORTS DURING ROOF REPLACEMENT. FIELD,, /VERIFY. 1 1\ `. • E 0 Z O c a O U 206 448 4450 (E) 2„ -� ` II.I (E) 1 -1 2" G 0 (E) 1-1/2" IA 0 0 lampoo oo 2 00 1_ co W CD i cti 0 0 I— 0 0 M co N N T N m 2 Z H 0 cc a 0 z CITY OF TI 1101111 , Nn'/ 1 y12012 PERMIT CENTER ISSUED / REVISED GEN BID /PERMIT DATE 11/12/12 $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2012 CALLISON ROOF DEMOLITION PLAN - PLUMBING P -151 10 11 "IL 0 z 2 0 1— H Lug z O oZ (E) 1-1/2" 0) C*) M O M 0 N E 0 0 u. E O 1 0 0 0 O 0 Z —a) cg • (i) W a) Z`J aD c Z ` M W to?ar! a U) r.a)- o Z r 3 0 O a ° N 0Z co co I- 206 448 4450 PROVIDE NEW CD PIPE SUPPORTS, TYPICAL. SPACE AT 4' -0" MAXIMUM. NOT S °•� 1. REPLACE ALL (E) ROOF DRAINS:,ROOF OVERFLOW DRAINS AND ROOF SUPPORTS (FOR CONDENSATE DRAIN PIPING) WITH NEW. 2. PROVIDE TEMPORARY SUPPO TS FOR ROOFTOP PIPING DURING ROOF REPLAC MENT. ELEVATE OR REMOyE PIPING TEMPORARILY TO FACILITATE RE -R O OFING. IF NECESSARY, CUT PVC.�PIPING AND RE -IN TALL WITH NEW SOLID SCH..40 PVC INGSAS- REQ-UIR -ED.4F ANY -EXI-ST4.N-G-P-VC-- PIPING BREAKS DURING LIFTING /REMOVI G, REPLACE BROKEN SECTION WITH NEW S 40 SOLIDI PVC PIPE. COORDINATE WORK WITH\ ROOFING CONTRACTOR. ;u 3. SEE DETAILS ON THIS SHEET FOR NEW CONDENSATE DRAIN PIPING SUPPORT(S) AND ROOF DRAIN(S) INSTALLATION. (E) 1 -1/2" RD -1:a 37 4" RD -116 37 z 0 J U E 0 Zo o= vA 0 �= —1 c a U 4" Blida 0 6" RD -1b 6" RD -1a (E) 1 -1/2" (E) 1 -1/2" (E).1 -1/2" 68 4" RD-34) L 0 Li") z O 0 '41 Er co co g co 00 (E) PVC CONDENSATE DRAIN PIPE NOTE: PROVIDE CONDENSATE PIPE SUPPORTS AT MAXIMUM 4 -FT ON CENTER (THIS IS MORE SUPPORTS THAN EXISTING) THIRD FLOOR TERRACE (E) CONDENSATE DRAIN PIPING AND TRAP (E) A/C UNIT CABINET NC UNIT DRAIN GUTTER SOLID STRAPPING & SCREWS CUT OUT RD GRATE &EXTEND COND. PIPE THRU GRATE WITH UNIONS TO ALLOW EASE OF REMOVAL ROOF DRAIN SEE PLANS FOR DISCHARGE POINT CONDENSATE PIPING SUPPORTED ON STACKED PIPE SUPPORTS & SECURED WITH COPPER STRAPS & NAILS. WHERE PIPING CROSSES ROOF, SEE ARCH: DETAILS. SLOPE PIPING MIN. 1/2" PER 10 FEET (E) CONDENSATE DRAIN PIPING HEIGHT AS REQ'd FOR PROPER DRAIN PIPE SLOPING. PLACE SUPPORT JUST OFF CURB AT AC UNIT CLAMP CITY DF TI iK%MLA t nv 1, ;�2O12. PERMIT CENTER ISSUED / REVISED GEN BID /PERMIT DATE 11/12/12 OVERFLOW DRAIN FINISHED ROOF v�— iry '►��-47���- 217� 1419Z914.7 • l S t4 ot!Ms!ss!s!si�il® s 4 ∎4 %ittSs !s!sltt44 - .!1!x®. 5TAKED MANUFACTURED PIPE SUPPORTS) DETAIL SCALE: NONE EXISTING OVERFLOW DRAIN FACTORY SUMP RECEIVER & UNDERDECK CLAMP (TYP.) MIRO BLOCK STAND - SEE DETAIL THIS SHEET, (PROVIDE SUPPORTS EVERY 4' -O" MAXIMUM) EXISTING STORM DRAIN 2 P -152 TYPICAL ROOF DRAIN & AIR CONDITIONING DRAIN DETAIL SCALE: NONE SEPARATE PERMITAND APPROVAL REQUIRED ROOF PLAN - PLUMBING $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2012 CALLISON P -152 AP-1AI ABBREVIATIONS A AC AF AFF AHJ AIC AL AMPERE AIR CONDITIONING AMP FUSE ABOVE FINISHED FLOOR AUTHORITIES HAVING JURISDICTION AMPERE INTERRUPTING CAPACITY ALUMINUM AP ACCESS POINT ARCH ARCHITECT AS ATS AVVG BCU BG AMP SWITCH AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BUILDING CONTROL UNIT BREAK GLASS ALARM BKBD BACKBOARD BLDG BUILDING BSMT BASEMENT C CONDUIT CAB CABINET CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CKT CIRCUIT CL CENTER LINE CLG CEILING CLIR CLIENT & LOGIC WITH INTEGRATED RELAY CNTL CONTROL CO CONN CONT CONDUIT ONLY CONNECTION CONTINUATION CONTR CONTRACTOR CU COPPER DACT DIGITAL ALARM COMMUNICATIONS TRANSMITTER DED • DEDICATED DISC DISCONNECT DIST DISTRIBUTION DL DAMP LABEL DN DOWN DPDT DOUBLE POLE DOUBLE THROW DS DISCONNECT SWITCH DTL DETAIL DWG DRAWING DV DATA/VOICE EA EACH EF EXHAUST FAN EMCF' ENERGY MANAGEMENT CONTROL PANEL EMCS ENERGY MANAGEMENT CONTROL SYSTEM EMERG EMERGENCY ELECTRICAL LEGEND FIXTURE TYPE 1 M --ell-FIXTURE TYPE 0-1H-0-1 OPEN TUBE STRIP FLUORESCENT LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE 2' X 2' RECESSED FLUORESCENT LIGHT FIXTURE DOVVNLIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE EXIT LIGHT ON EMERGENCY POWER. PROVIDE ARROWS WHICH DIRECT PATH OF EGRESS. DENOTES EMERGENCY LIGHT FIXTURE LIGHT TRACK. SEE DETAIL #2 ON SHEET E-303. ADDITIONAL LETTERING AFTER 'P' INDICATES TYPE OF POWERTRIP AND TYPE OF CANOPY TO USE. SEE LOF FOR DETAILS. EXISTING 2'X4' LIGHT FIXTURE WITH TYPICAL LIGHT FIXTURE TYPE DESIGNATION. NEW 2'X4' LIGHT FIXTURE WITH TYPICAL LIGHT FIXTURE TYPE DESIGNATION. OCCUPANCY SENSING LIGHTING CONTROLLER WITH POWER PACK. ARROWS INDICATE DIRECTION/COVERAGE OF DETECTION. SUBSCRIPT "W-500A" INDICATES MODEL NUMBER. SUBSCRIPT "(b)" INDICATE LIGHT FIXTURES TO BE CONTROLLED BY OCCUPANCY SENSING DEVICE. CEILING MOUNTED OCCUPANCY SENSOR FOR DRESSING ROOM LIGHTING CONTROL WALL MOUNTED OCCUPANCY SENSOR FOR BACK-OF-HOUSE ROOM LIGHTING CONTROL SWITCH. MOUNT ABOVE WAINSCOT WHERE WAINSCOT OCCURS. TYPICAL FOR ALL SWITCHES. THREE-WAY SWITCH SWITCH OPERATES FIXTURE LABELED "a" DIMMER SWITCH. VERIFY FLUORESCENT •OR INCANDESCENT. KEYED SWITCH MANUAL MOTOR STARTER WITH THERMAL UNITS TIMER SWITCH JUNCTION BOX, 4" SQUARE PULLBOX EQUIPMENT CONNECTION MAGNETIC STARTER DISCONNECT - NON FUSED 8 DEMOLITION FLAG NOTES NOTE: NOT ALL FLAG NOTES NECESSARILY USED ON THIS PROJECT. REFER TO DRAWINGS 10 D1 11 12 LIGHTING FLAG NOTES NOTE: NOT ALL FLAG NOTES NECESSARILY USED ON THIS PROJECT. REFER TO DRAWINGS 13 14 RELOCATE LIGHT FIXTURE. MAINTAIN SERVICE AND SWITCHING TO ALL EXISTING LIGHT FIXTURES. CLEAN AND RELAMP LIGHT FIXTURE. >CHANGE SWITCHING OF EXISTING LIGHT FIXTURE. REFER TO NEW LIGHTING PLANS. FUSED DISCONNECT WITH DUAL ELEMENT FUSES FUSE SIZE INDICATED ON PLAN. TEMPERATURE SENSOR, UNLESS NOTED OTHERWISE, FURNISHED BY PSF MECHANICAL, INC., INSTALLED BY ELECTRICAL CONTRACTOR. THERMOSTAT FURNISHED BY PSF MECHANICAL, INC., INSTALLED BY ELECT. CONTRACTOR. ELECTRICAL PANEL OR EQUIPMENT CABINET AS NOTED. TRANSFORMER SPRINKLER VALVE TAMPER SWITCH SPRINKLER FLOW DEVICE MHO SMOKE DETECTOR DUCT SMOKE DETECTOR SMOKE DAMPER PROVIDED WITH INTEGRAL SMOKE DETECTOR WALL MOUNTED STROBE, RECESSED. MATCH EXISTING MODEL AND MOUNTING HEIGHT. CEILING MOUNTED HORN/STROBE RECESSED. REVISE CIRCUITING OF EXISTING LIGHT FIXTURE. REFER TO NEW LIGHTING PLANS. TEMPORARY CASEWORK REMOVAL - DISCONNECT AND RECONNECT POWER & LOW VOLTAGE SERVICES TO CASEWORK AS NEEDED TO ACCOMODATE FLOOR FINISH REPLACEMENT. DEMOLISH POS AND DATANOICE CABLING AND ASSOCIATED DEVICES IN ITS ENTIRETY. REMOVE CPE DEVICES AND RETURN TO OWNER. REPLACE LOW VOLTAGE CABLES IF INDICATED ON FLOOR PLANS. • WALL MOUNTED HORN/STROBE. EMT EQUIP FA FAAP FACP FLA FOIC FSD FTV GFI GND HACR HC HIB HID HORIZ HP HR HTR 1G IMS J-BOX KCMIL KVA KW LAN LTG LTS MAX MC MCA MCB MDF MDP MFR MHO MIC MIN MLO • MM MOP MPOE MTD NC NEC NF NIC NO OC OFC OH OS PBX PC PH PIR PIV PNL POS PTR PTZ RCP ELECTRICAL METALLIC TUBING EQUIPMENT FUSE FIRE ALARM FIRE ALARM ANNUNCIATION PANEL FIRE ALARM CONTROL PANEL FULL LOAD AMPERES FURNISHED OWNER INSTALLED CONTRACTOR FIRE SMOKE DAMPER FIXED SECURITY TELEVISION CAMERA GROUND FAULT CIRCUIT INTERRUPTER DEVICE GROUND HEATING, AIR CONDITIONING, REFRIGERATION HORIZONTAL CROSSCONNECT HORIZONTAL IN BASE HIGH INTENSITY DISCHARGE HORIZONTAL HORSE POWER HOUR HEATER ISOLATED GROUND INVENTORY MANAGEMENT SYSTEM JUNCTION BOX THOUSANDS CIRCULAR MILS KILO VOLT AMPERES KILOWATT LOCAL AREA NETWORK LIGHTING LIGHTS MAXIMUM MAIN CROSSCONNECT; METAL CLAD (CABLE) MINIMUM CIRCUIT AMPERES MAIN CIRCUIT BREAKER MAIN DISTRIBUTION FRAME MAIN DISTRIBUTION PANEL MANUFACTURER MAGNETIC HOLD OPEN MICROPHONE MINIMUM MAIN LUGS ONLY MULTIMODE MAXIMUM OVERCURRENT PROTECTION MAIN POINT OF ENTRY MOUNTED NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CODE NON-FUSED NOT IN CONTRACT NORMALLY OPEN ON CENTER OPTICAL FIBER CABLE OVER HEAD OCCUPANCY SENSOR POLE PUBLIC BRANCH EXCHANGE PERSONAL COMPUTER PHASE PASSIVE INFRARED DETECTOR POST INDICATING VALUE PANEL POINT OF SALE PRINTER PAN/TILT/ZOOM SECURITY CAMERA REFLECTED CEILING PLAN REC RECEPTACLE REFRIG REFRIGERATOR REG REGISTER RGS RIGID GALVANIZED STEEL RMFC RACK MOUNT FIBER CABINET SA SECURITY ALARM HORN SAN • SATELLITE TELEVISION SDS SUB DISTRIBUTION SWITCHBOARD SEC SECURITY SHT SHEET SNMP SIMPLE NETWORK MANAGEMENT PROTOCOL SPD SURGE PROTECTION DEVICE SPOT SINGLE POLE DOUBLE THROW SPEC SPECIFICATION SVV SWITCH SVVBD SWITCHBOARD TEL TELEPHONE TEMP TEMPERATURE TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TMGB TELECOMMUNICATIONS MAIN GROUND BUS TP TAMPERPROOF TV TELEVISION -rvss TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UC UNDER CABINET UG UNDERGROUND UL UNDERWRITERS LABORATORIES ULS UPPER LEVEL STOCK UNO UNLESS NOTED OTHERWISE UPS • UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR V VOLT VA VOLT AMPERES W WATT W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER Y WYE IMPEDANCE Cre N■1111, LM-1-1-01 VM-1-1-02 VM-1 —1-01 DUPLEX RECEPTACLE, +18" A.F.F. DUPLEX RECEPTACLE +12" ABOVE COUNTER. REFER TO CASEWORK DRAWINGS FOR EXACT HEIGHT OF COUNTER PRIOR TO ROUGH-IN. CASEWORK REPLACEMENT - DISCONNECT AND RECONNECT POWER AND LOW VOLTAGE SERVICES TO CASEWORK AS NEEDED TO ACCOMODATE FLOOR FINISH REPLACEMENT. DEMOLISH POS AND ALL EXISTING DATANOICE CABLING AND ASSOCIATED DEVICES IN ITS ENTIRETY. WHEN NEW CASEWORK ARRIVES, REPLACE LOW VOLTAGE CABLES AS INDICATED ON FLOOR PLANS, RELOCATE SOUND/INTERCOM SERVICES TO NEW CASEWORK. RE-USE EXISTING FLOOR BOXES, POKE-THRU'S AND RACEWAYS. CONNECT EXISTING TELEPHONE HANDSET AND CASH REGISTER. LIGHTED MIRROR: ALL BRANCH CIRCUITING TO BE CONCEALED. WHERE LIGHTED MIRROR IS INSTALLED ON LOW HEIGHT PARTITIONS, POWER IS TO BE INSTALLED THROUGH PARTITION BOTTOM CHANNEL. COORDINATE FINAL INSTALLATION REQUIREMENTS AND ROUTING WITH THE LIGHTED MIRROR CONTRACTOR. INSTALL OWNER FURNISHED PENDANT FIXTURE IN CASEWORK. SEE CASEWORK DRAWINGS FOR EXACT LOCATION. PROVIDE DUPLEX CENTERED IN CEILING TILE FACING DOWN. VERIFY EXACT LOCATION WITH NORDSTROM STORE PLANNING REPRESENTATIVE. JUNCTION BOX +12" ABOVE CEILING. EXTEND CABLE TO OWNER FURNISHED PENDANT. INSTALL AND MAKE FINAL CONNECTION TO OWNER FURNISHED PENDANT. SEE ARCHITECTURAL DETAILS ON SHEET A-811. CONNECT TO 120V CIRCUIT AT LIGHT TRACK IN ACCESSIBLE CEILING ABOVE DEMOLISH FLOOR BOX OR POKE THRU. REMOVE ALL ASSOCIATED CONDUCTORS, CABLING AND EXPOSED CONDUIT. MAINTAIN SERVICE TO EXISTING-TO-REMAIN DEVICES. INFILL FLOOR BOX OR FLOOR CORE TO MAINTAIN FIRE RATING OF FLOOR. SEE GENERAL NOTES ON SHEET E-001. REMOVE CPE DEVICES AND RETURN TO OWNER. DEMOLISH ELECTRICAL DEVICE/EQUIPMENT. REMOVE CONDUCTORS/CABLING BACK TO POINT OF CONFLICT WITH DEMOLITION. MAINTAIN SERVICE TO EXISTING TO REMAIN DEVICES. SEE ELECTRICAL DEMOLITION GENERAL NOTES ON SHEET E-001. PATCH ALL SURFACES. DEMOLISH ELECTRICAL DEVICE/EQUIPMENT. REMOVE CONDUCTORS/CABLING BACK TO POINT OF CONFLICT WITH DEMOLITION. REPLACE WITH J-BOX MOUNTED ABOVE CEILING OR AT STRUCTURE. MAINTAIN SERVICE TO EXISTING TO REMAIN DEVICES. SEE ELECTRICAL DEMOLITION GENERAL NOTES ON THIS SHEET. PATCH ALL SURFACES. RELOCATE ELECTRICAL DEVICE/EQUIPMENT. EXTEND SERVICE CONDUIT/CONDUCTORS OR, FOR LOW VOLTAGE. PROVIDE NEW CABLE TO NEW LOCATION TO RENDER DEVICE/EQUIPMENT COMPLETELY OPERATIONAL, EXTEND BRANCH CONDUIT/CONDUCTORS TO NEW LOCATION TO MAINTAIN SERVICE TO ALL EXISTING BRANCH DEVICES OR EQUIPMENT NOT SCHEDULED FOR REMOVAL. REPLACE EXISTING DEVICE WITH NEW. USE EXISTING WIRING. REPLACE EXISTING ELECTRICAL DEVICES & COVERPLATES WITH NEW. PROVIDE EXTENSION RINGS AS REQUIRED. PROVIDE DEVICE AND COVERPLATE IN COLORS PER SPECIFICATION. REUSE EXISTING WIRING. SOUND, SECURITY AND FIRE ALARM FLAG NOTES NOTE: NOT ALL FLAG NOTES NECESSARILY USED ON THIS PROJECT. REFER TO DRAWINGS DUCT SMOKE DETECTOR REMOTE LED/RESET SWITCH LOCATED FLUSH IN ACT CEILING. MC CABLE. •REFER TO DETAIL 10 ON SHEET E-303. RUN CONCEALED ABOVE CEILING OR IN WALL. RUN CONDUIT CONCEALED BELOW FLOOR OR IN WALL. HASH MARKS INDICATE NUMBER OF CONDUCTORS. INTERCEPT EXISTING HOMERUN/CIRCUITING WITH J-BOX MOUNTED IN ACCESSIBLE CEILING SPACE OR NEAR ACCESS PANEL. MAINTAIN SERVICE TO EXISTING TO REMAIN FIXTURES. PROVIDE SINGLE GANG PLASTER RING FOR DEVICE AND PULL-CORD INTO ACCESSIBLE CEILING SPACE. IF MOUNTED IN FIRE RATED WALL, SMOKE WALL OR PARTITIONS PROVIDE JUNCTION BOX AND CONDUIT. SEE DETAIL #10 ON SHEET. E-302. RE-ZONE SPEAKER (A,B,C, ETC.; P=PAGE ONLY) FOR ZONE INDICATED. INSTALL BACKBOXES FOR SPEAKERS IN HARD CEILING OR WALL AREAS AS SHOWN. FURNISHED BY SOUND SYSTEM CONTRACTOR. STROBE OR HORN/STROBE. MOUNT BOTTOM OF DEVICE AT 80" AFF. COORDINATE WITH ARCHITECT. SEE DETAIL 2 ON SHEET E-302. JUNCTION BOX 6" ABOVE DOOR (OR ABOVE ACCESSIBLE CEILING WHERE APPLICABLE) AND 4" FROM STRIKE SIDE OF DOOR DOOR FOR ALARM CONTACT. PROVIDE 1/2" CONCEALED CONDUIT FROM JUNCTION BOX STUBBED INTO HEAD OF DOOR FRAME. COORDINATE LOCATION WITH SECURITY CONTRACTOR. JUNCTION BOX AT STRUCTURE FOR SECURITY WIRING. PROVIDE 1/2 CONDUIT CONCEALED IN WALL TO CONTACT LOCATION. FOR DOORS INSTALLED IN PRECAST PANELS PROVIDE SENTROL #2500 SURFACE MOUNTED DOOR ALARM CONTACT MOUNTED ON HEAD OF DOOR FRAME WITH MAGNET ON DOOR. FOR ALL OTHER DOORS PROVIDE SENTROL #1078 DOOR ALARM CONTACT MOUNTED IN HEAD OF DOOR FRAME WITH MAGNET MOUNTED IN TOP OF DOOR. TELECOMMUNICATIONS FLAG NOTES NOTE: NOT ALL FLAG NOTES NECESSARILY USED ON THIS PROJECT. REFER TO DRAWINGS RECESSED COMMUNICATIONS OUTLET. ELECTRICAL CONTRACTOR SHALL PROVIDE PLASTER RING FLUSH fle WITH WALL WITH PULL STRING. DATA/VOICE CONTRACTOR SHALL ROUTE (1) CATEGORY 6 CABLE FROM in OUTLET LOCATION TO ASSIGNED CROSS-CONNECT FOR EACH VOICE AND DATA JACK REQUIRED. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER SPECIFICATION. SEE DETAIL 1 ON SHEET E-303. OUTLET TO BE MOUNTED +12" ABOVE COUNTER. REFER TO NORDSTROM CASEWORK DRAWINGS FOR EXACT LOCATION PRIOR TO ROUGH-IN. DATA/VOICE CONTRACTOR SHALL ROUTE (1) CATEGORY 6 CABLE FROM OUTLET LOCATION TO ASSIGNED CROSS-CONNECT FOR EACH VOICE AND DATA JACK REQUIRED. CABLES SHALL RUN EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER DETAIL 1 SHEET E-303. OUTLET TO BE MOUNTED HORIZONTALLY IN BASE OF WALL TO SERVE CASEWORK INDICATED. REFER TO NORDSTROM CASEWORK DRAWINGS FOR EXACT LOCATION PRIOR TO ROUGH-IN. DATANOICE CONTRACTOR SHALL ROUTE (1) CATEGORY 6 CABLE FROM OUTLET LOCATION TO ASSIGNED CROSS-CONNECT FOR EACH VOICE AND DATA JACK REQUIRED. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER SPECIFICATION. SEE DETAIL 1 ON SHEET E-303. (1) SURVEILLANCE VIDEO CATEGORY 6 CABLE COILED ABOVED CEILING. DATA/VOICE CONTRACTOR SHALL SPACE SUSPENDED AS INDICATED IN SPECIFICATIONS. SEE DETAIL 5, SHEET E-301 AND DETAIL 1, SHEET ER-03UO3T.E CATEGORY 6 CONTINUOUS TO DESIGNATED MC OR HC. CABLE SHALL ROUTE EXPOSED IN CEILING (1) SURVEILLANCE VIDEO CATEGORY 6 CABLE AND (1) POWER CABLE ABOVE CEILING. DATA/VOICE CONTRACTOR SHALL ROUTE CATEGORY 6 CABLE TO DESIGNATED MC OR HC AND POWER CABLE TO PTZ POWER SUPPLIES LOCATED NEXT TO DESIGNATED MC OR HC. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED IN SPECIFICATIONS. SEE DETAIL 5 ON SHEET E-301 AND DETAIL 1 ON SHEET E-303. (1) SURVEILLANCE VIDEO DATA-B CABLE COILED AT COUNTER. DATANOICE CONTRACTOR SHALL ROUTE DATA-B CABLE TO TEL./MC ROOM AND LEAVE COILED AT SURVEILLANCE VIDEO BACKBOARD. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE AS INDICATED IN SPECIFICATIONS. SEE DETAIL 5 ON SHEET E-301 AND DETAIL 1 ON SHEET E-303. (1) SURVEILLANCE VIDEO CATEGORY 6 CABLE AT COUNTER. DATANOICE CONTRACTOR SHALL ROUTE CABLES TO DESIGNATED MC OR He. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE AS INDICATED IN SPECIFICATIONS. SEE DETAIL 5, SHEET E-301 AND DETAIL 1, SHEET E-303. PROVIDE (1) CATEGORY 6 CABLE AND CATEGORY 6 MODULE. TERMINATE AT EXISTING SURFACE MOUNT OUTLET BOX. RECONNECT EXISTING WIRELESS LAN AP DEVICE. BACKBOXES EXACT LOCATION FLEXIBLE CONDUIT CONDUIT RUNS DOWN IN WALL. CONDUIT RUNS UP IN VVALL. PANEL GROUP FEEDERS ALARM SYSTEM CONDUIT. LEAVE NYLON PULLCORD IN ALL CONDUITS. TELEPHONE SYSTEM CONDUIT. LEAVE NYLON PULLCORD IN ALL CONDUITS. DATA/VOICE SYSTEM CONDUIT. LEAVE NYLON PULLCORD IN ALL CONDUITS. TWO CONDUCTOR EMCS SENSOR CABLE FLUSH CEILING MOUNTED DUPLEX RECEPTACLE FOURPLEX RECEPTACLE 208V, 1P RECEPTACLE, VERIFY NEMA CONFIGURATION TO MATCH PLUG. TAMPER PROOF DUPLEX RECEPTACLE. SIMPLEX ISOLATED GROUND RECEPTACLE FOURPLEX RECEPTACLE / COMMUNICATIONS OUTLET GROUP. SEE DETAIL #12 SHEET. E-302. FOURPLEX RECEPTACLE /COMMUNICATIONS OUTLET GROUP. SEE DETAIL #12 ON SHEET. E-302. MOUNT +12" ABOVE COUNTER. REFER TO CASEWORK DRAWINGS FOR EXACT HEIGHT OF COUNTER PRIOR TO ROUGH-IN. PLUGMOLD, SEE POWER PLANS FOR DUPLEX RECEPTACLE SPACING FLUSH SINGLE-GANG FLOOR BOX - FURNITURE FEED FLUSH SINGLE-GANG FLOOR BOX - WITH INTEGRAL DEVICE AS SHOWN FLUSH TWO-GANG FLOOR BOX - FURNITURE FEED FLUSH TWO-GANG FLOOR BOX - WITH INTEGRAL DEVICES AS SHOWN FLUSH THREE GANG FLOOR BOX - FURNITURE FEED FLUSH THREE GANG FLOOR BOX - WITH INTEGRAL DEVICES AS SHOWN POKE-THROUGH DEVICE - FURNITURE FEED POKE-THROUGH DEVICE - WITH INTEGRAL DEVICES AS SHOWN COMMUNICATIONS OUTLET WITH WALL MOUNTING BRACKET. PROVIDE (1) CATEGORY 6 CABLE FROM OUTLET TO ASSIGNED CROSSCONNECT. ALLOW 4" CLEARANCE ON ALL 4 SIDES OF BRACKET FOR FUTURE PHONE INSTRUMENT INSTALLATION. SEE DETAIL #2 ON SHEET E-301. COMBINATION DATANOICE OUTLET. LABEL DENOTES THE QUANTITY OF DATA ("L", "P") AND VOICE ("V", "Va") JACKS REQUIRED. PROVIDE (1) CATEGORY 6 CABLE FROM OUTLET TO ASSIGNED CROSSCONNECT FOR EACH DATA AND VOICE JACK. CATEGORY 6 VOICE/DATA OUTLET AND CABLE LABEL. PROVIDE LABEL ON EVERY CATEGORY 6 OUTLET AND CABLE INSTALLED FOR THIS PROJECT. LM- - - 01 PORT DESIGNATION PATCH PANEL DESIGNATION RACK DESIGNATION I M - MAIN CROSSCONNECT I H - HORIZONTAL CROSSCONNECT V - VOICE Va - VOICE ANALOG L - LAN P - P.O.S. EXISTING VOICE OUTLET EXISTING COAXIAL DATA OUTLET WIRELESS LAN ACCESS POINT. LABEL INDICATES ACCESS POINT. P.O.S. ADO SIGNAL OUTLET. CPE (CUSTOMER PREMISES EQUIPMENT) DEVICE FOR LONG-REACH ETHERNET. (1) INDICATES DETAIL NUMBER. (E-303) INDICATES SHEET NUMBER FLUSH FLOOR BOX FOR INTERCOM OUTLET. WALL MOUNTED INTERCOM OUTLET. SEE FLOOR PLANS FOR MOUNTING HEIGHT. VOLUME CONTROL J-BOX, 4" SQ. DEEP WITH SINGLE GANG MUD RING +48" AFF (AT-10PA CONTROL). PAGE ONLY SPEAKER MICROPHONE OUTLET SPEAKER - SURFACE MOUNTED CORRIDOR BAFFLE - EXTEND SOUND SYSTEM CABLING TO NEW OR RELOCATED LOCATION PAGING TALKBACK HORN SPEAKER - EXTEND SOUND SYSTEM CABLING TO NEW OR RELOCATED LOCATION 6.5 COAXIAL SPEAKER. SUBSCRIPT DENOTES ZONE RECESSED CEILING SPEAKER - SUBSCRIPT DENOTES ZONE. EXTEND SOUND SYSTEM CABLING TO NEW OR RELOCATED LOCATION • RECESSED CEILING SPEAKER - SUBSCRIPT DENOTES ZONE. EXTEND SOUND SYSTEM CABLING TO NEW OR RELOCATED LOCATION RECESSED GYPSUM CEILING SPEAKER - SUBSCRIPT DENOTES ZONE. EXTEND SOUND SYSTEM CABLING TO NEW OR RELOCATED LOCATION BEAUTY STUDIO SPEAKER FLUSH TV SIGNAL OUTLET VOLUME CONTROL CABINET 5.25" 2-WAY LOUD SPEAKER SURFACE MOUNTED HIRSH KEYPAD PUBLIC VIEW MONITOR FIXED TV CAMERA CABLE DROP ABOVE CEILING. FIXED TV CAMERA CABLE DROP SURFACE MOUNTED ON WALL OR CEILING. PAN TILT ZOOM TV CAMERA CABLE DROP ABOVE CEILING. SECURITY BREAK - GLASS SENSOR, BY SECURITY CONTRACTOR. PASSIVE INFRARED DETECTOR BY SECURITY CONTRACTOR. HOLD-UP ALARM DEVICE ELECTRIC DOOR STRIKE SECURITY ALARM CONTACTS, BY SECURITY CONTRACTOR. DOORSTRIKE RELEASE PUSHBUTTON Dv- — s12. A 1 J D14 NOT USED. D15 NOT USED. D16 DEMOLISH ALL ELECTRICAL DEVICES/EQUIPMENT IN BORDERED AREA UNLESS OTHERWISE NOTED. REMOVE EMCS COMMUNICATION TRUNK CABLE EXISTING CONDUIT TO REMAIN EXISTING UNDERFLOOR CONDUIT TO REMAIN EXISTING CONDUIT TO BE REMOVED EXISTING LIGHT TRACK TO REMAIN EXISTING DEVICE TO REMAIN EXISTING DEVICE TO BE REMOVED INTERIOR ELEVATION INDICATOR EXTERIOR ELEVATION INDICATOR GENERAL NOTES: CONDUCTORS/CABLING BACK TO POINT OF CONFLICT WITH DEMOLITION. MAINTAIN SERVICE TO EXISTING TO REMAIN DEVICES. SEE ELECTRICAL DEMOLITION GENERAL NOTES, THIS SHEET. PATCH ALL SURFACES. REMOVE EXISTING ELECTRICAL DEVICE AND WIRING. PROVIDE BLANK COVERPLATE PAINTED TO MATCH WALL OR COLOR TO MATCH COLUMN BASE MATERIAL. TELECOMMUNICATIONS UPGRADE AT EXISTING TO REMAIN CASEWORK - DEMOLISH POS AND ALL EXISTING DATANOICE CABLING AND ASSOCIATED DEVICES IN ITS ENTIRETY. REPLACE LOW VOLTAGE CABLES AS INDICATED ON TELECOMMUNICATIONS PLANS. RE-USE EXISTING FLOOR BOXES, POKE-THRU'S AND RACEWAYS. RE-CONNECT EXISTING TELEPHONE HANDSET AND CASH REGISTER. REMOVE VOLUME CONTROL, PROVIDE BLANK COVERPLATE, AND SPLICE WIRED FOR "BACK-OF-HOUSE" PAGE ONLY ZONE. DE-ENERGIZE EXISTING TRACK THAT IS INTEGRAL TO CEILING GRID STRUCTURE: - REMOVE CONDUCTORS BACK TO SERVING J-BOX - COMPLETELY REMOVE INTERNAL WIRING AND TRACK INSERT FROM TRACK LENGTH INDICATED. - INSTALL DE-ENERGIZED TRACK COVER ("TC"). MAINTAIN SERVICE TO TRACK SHOWN AS EXISTING TO REMAIN. DISCONNECT AND RE-CONNECT EXISTING DEVICE FOR WALL REFINISHING, FLOOR REFINISHING AND/OR CASEWORK REPLACEMENT. RE-USE EXISTING OR PROVIDE NEW WIRING AS INDICATED. RELOCATED EXISTING WIRELESS LAN AP DEVICE. SUPPORT AND PROTECT EXISTING AP DEVICE DURING CONSTRUCTION. PROVIDE NEW CATEGORY 6 CABLING. REMOVE EXISTING AP DEVICE AND RETURN TO OWNER WHEN THE FOIC AP DEVICE HAS BEEN INSTALLED AND IS OPERATIONAL. CEILING ABOVE OR BELOW THIS FLOOR CHANGING FROM ACCESSIBLE TYPE TO NON-ACCESSIBLE. (REFER TO NEW LIGHTING DRAWINGS). RELOCATE ALL ELECTRICAL JUNCTION BOXES LOCATED ABOVE NEW HARD CEILING IN BORDERED AREA, UNLESS OTHERWISE NOTED. EXTEND SERVICE CONDUIT/CONDUCTORSTO ACCESSIBLE LOCATION. EXTEND BRANCH CONDUIT/CONDUCTORS TO NEW LOCATION TO MAINTAIN SERVICE TO ALL EXISTING BRANCH DEVICES OR EQUIPMENT NOT SCHEDULED FOR REMOVAL. DO NOT INSTALL ANY NEW J-BOXES IN THIS AREA. SEE ELECTRICAL DEMOLITION GENERAL NOTES, THIS SHEET. REMOVE EXISTING DEVICE FOR CEILING DEMOLITION. RE-INSTALL ONCE NEW CEILING IS IN PLACE. DEMOLISH EXISTING 4-PAIR HORIZONTAL STATION CABLES FROM EXISTING WORK AREA VOICE OUTLETS TO EXISTING 66 WIRING BLOCKS. DEMOLITION WORK SHALL BE COMPLETED IN ACCORDANCE WITH GENERAL CONTRACTORS PHASING SCHEDULE. EXISTING CASEWORK TO BE REMOVED. DISCONNECT POWER AND PROVIDE BLANK COVERPLATE AT JUNCTION BOX. IF CASEWORK REMOVAL INTERRUPTS POWER FEED TO EXISTING TO REMAIN CASEWORK, RE-FEED POWER. EXISTING SPRINKLER SUPERVISORY SYSTEM DEVICE OR CONNECTION. PRIOR TO COMPLETION OF THE NEW FIRE ALARM SYSTEM INSTALLATION, DEVICE SHALL BE DISCONNECTED AND REMOVED AND/OR CONNECTION SHALL BE TRANSFERRED TO NEW SYSTEM. SEE FIRE ALARM SCHEDULE ON SHEET E-002 FOR NEW ZONE IDENTIFICATION. EXISTING ARCHITECTURAL ELEMENT TO BE DEMOLISHED. ALL CONDUIT, CABLING, DEVICES, ETC. IN OR ROUTED THROUGH THIS ELEMENT SHALL BE RELOCATED OR REMOVED AS REQUIRED. WORK REQUIRED SHALL BE COORDINATED WITH GENERAL CONTRACTOR PRIOR TO START OF WORK. EXISTING BRANCH CIRCUIT HOMERUN TO REMAIN FOR RE-USE TO SERVE NEW ELECTRICAL LIGHTING OR DEVICES. A. THROUGHOUT CONSTRUCTION, MAINTAIN CONTINUITY OF ALL ELECTRICAL AND COMMUNICATIONS WIRING AND SERVICES TO ALL ITEMS WHICH ARE REQUIRED FOR NORMAL BUILDING OPERATION. ANY REQUIRED INTERRUPTION OF THESE SERVICES SHALL BE FULLY COORDINATED WITH THE STORE MANAGER. C. ALL MOUNTING HEIGHT DIMENSIONS ARE TO CENTERLINE OF DEVICE, OUTLET OR EQUIPMENT. PROVIDE ALL TEMPORARY ELECTRICAL, DATA, VOICE, P.O.S., AND COMMUNICATION SYSTEM CONNECTIONS TO CASEWORK AND CASHWRAPS DURING FLOOR REFINISHING WORK AS REQUIRED. COORDINATE EXACT LOCATION OF ALL FLUSH FLOOR BOXES AND POKE-THRU DEVICES WITH ARCHITECT PRIOR TO CORE-DRILLING OR SAWCUTTING FLOOR. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF CEILING MOUNTED DEVICES. F. CONDUIT STUBS ABOVE CEILING SHALL BE: 1"C.O. FOR TELEPHONE (T) AND DATA (D), UNLESS NOTED OTHERWISE. ENSURE EXISTING LOW VOLTAGE CABLE, WHICH IS UNAFFECTED AND PASSING THROUGH AREAS OF CONSTRUCTION, IS SUPPORTED INDEPENDENTLY TO STRUCTURE PER NEC AND LOCAL CODES. IDENTIFY SCOPE OF WORK AT BIDDING AND PROVIDE COST AS A SEPARATE LINE ITEM TO GENERAL CONTRACTOR. PROVIDE CONDUIT SLEEVES FOR THE ROUTING OF HORIZONTAL AND BACKBONE TELECOMMUNICATION CABLING. CONDUITS SHALL BE SIZED IN COMPLIANCE WITH NEC AND ANSI/TIA/EIA 569-B FILL RATIOS. CONTRACTOR SHALL COORDINATE THE LOCATION FOR CONDUIT SLEEVES WITH OTHER TRADES AND EXISTING CONDITIONS AFFECTING THE WORK OF THIS CONTRACT. SHOP DRAWINGS SHALL IDENTIFY CONDUIT SLEEVE SIZES AND QUANTITIES AS SPECIFIED IN SECTION 270000. ALL CONDUIT SLEEVES SHALL BE INCLUDED IN BID. GENERAL DEMOLITION NOTES: 1. DRAWINGS ARE SCHEMATIC. EXTENT OF DEMOLITION SHOWN IS APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS AND DEMOLITION REQUIREMENTS. 2. THE EXISTING DEVICE/EQUIPMENT LOCATIONS SHOWN ON THE DEMOLITION DRAWINGS ARE BASED ON THE RECORD DRAWINGS. THE SUB-CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIONS FOR ALL EXISTING DEVICES TO DETERMINE THE EXTENT OF THE DEMOLITION WORK REQUIRED. INCLUDE IN THE SCOPE OF THIS PROJECT, THE VERIFICATION OF ALL BRANCH CIRCUIT NUMBERS SERVING ALL EXISTING DEVICES AND EQUIPMENT. DO NOT ABANDON ANY CABLING IN PLENUM, RACEWAYS, OR ELSEWHERE. CONDUIT SHALL NOT BE ABANDONED EXCEPT IN OR BELOW THE SLAB OR CONCEALED IN EXISTING TO REMAIN SPACES. DIVISION 26 CONTRACTOR SHALL PROVIDE ALL SLAB TRENCHING REQUIRED TO ACCOMMODATE THE BELOW FLOOR CONDUIT INSTALLATION. PRIOR TO ANY SLAB CUTTING, CONTRACTOR SHALL FULLY COORDINATE AND LAYOUT CONDUIT PATHWAYS TO ENSURE PROPER ROUTING TO FLOOR BOXES. CONDUIT LAYOUT SHALL BE MARKED ON FLOOR AND REVIEWED/APPROVED BY GENERAL CONTRACTOR PRIOR TO CUTTING FLOOR. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR INDENTIFYING EXISTING CONDUITS/PIPING IN/BELOW SLAB AND AVOID CUTTING THESE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGED CONDUIT/PIPING THAT MUST REMAIN. ELECTRICAL CONTRACTOR TO PROVIDE 1" CONDUIT STUB TO ACCESSIBLE CEILING SPACE FOR ROUTING OF VOICE/DATA CABLES. WHERE ROUTED BELOW SLAB, CONDUIT SHALL BE CONCEALED IN GROUND OR WALL. DATA/VOICE CONTRACTOR SHALL ROUTE CABLES FROM OUTLET LOCATION CONTINUOUS TO DESIGNATED HC OR MC. CABLES SHALL ROUTE EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER SPECIFICATIONS. SEE DETAIL 1 ON SHEET E-303. NOT USED TELECOMMUNICATIONS HORIZONTAL CABLING FROM POKE-THRU DEVICE ON FLOOR ABOVE. POWER AND EMCS FLAG NOTES NOTE: NOT ALL FLAG NOTES NECESSARILY USED ON THIS PROJECT. REFER TO DRAWINGS FLUSH MULTISERVICE FLOOR BOX TO SERVE CASHWRAP POWER, DATA AND VOICE. ELECTRICAL CONTRACTOR TO PROVIDE FLOOR BOX AND POWER CONNECTION TO CASHWRAP. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT UP TO CEILING OR DOWN BELOW SLAB CONCEALED IN GROUND OR WALL TO STUB INTO CEILING SPACE FOR ROUTING OF COMMUNICATION CABLES. CONDUIT SHALL BE 1". DATANOICE CONTRACTOR SHALL RUN CATEGORY 6 CABLES FROM OUTLET LOCATION CONTINUOUS TO ASSIGNED CROSS-CONNECT FOR VOICE AND POS. CABLES SHALL RUN EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER DETAIL #1 , SHEET. E-303. CONNECT EXISTING TELEPHONE HANDSET AND CASH REGISTER. COMBINATION POKE-THRU DEVICE TO SERVE CASHWRAP POWER, DATA AND VOICE, ELECTRICAL CONTRACTOR TO PROVIDE POKE-THRU DEVICE AND POWER CONNECTION TO CASHWRAP, DATA/VOICE CONTRACTOR SHALL RUN CATEGORY 6 CABLES FROM OUTLET LOCATION CONTINUOUS TO ASSIGNED CROSS-CONNECT FOR VOICE AND POS. CABLES SHALL RUN EXPOSED IN CEILING SPACE SUSPENDED AS INDICATED PER DETAIL #1, SHEET. E-303. JUNCTION BOX BENEATH FLOOR STRUCTURE. SEE DETAIL #8, SHEET E-302 FOR CONNECTION TO POKE-THRU DEVICE. NEW TEMPERATURE SENSOR OR THERMOSTAT LOCATION +78" IN SALES AREAS AND +66" IN DRESSING ROOMS AND BACKROOM AREAS. COORDINATE EXACT MOUNTING LOCATION TO AVOID CONFLICTS WITH DRESSING ROOM PARTITIONS, WALL MOUNTED MIRRORS, ARTWORK, HANGROD SHELVING, ETC. SEE ARCHITECTURAL INTERIOR DRAWINGS FOR LOCATIONS OF FINISH AND FURNITURE ITEMS. TEMPERATURE SENSORS INSTALLED IN THE DRESSING ROOM STALL SHALL BE LOCATED 6" FROM PARTITION. PROVIDE 1/2" DIAMETER HOLE AND PULL CORD TO ACCESSIBLE CEILING SPACE. JUNCTION BOX ABOVE CEILING FOR CONNECTIONS TO CASEWORK LIGHTS. EXTEND BRANCH CIRCUIT, PROVIDE FLEXIBLE WHIPS, AND MAKE FINAL CONNECTIONS TO CASEWORK. SEE NORDSTROM CASEWORK DRAWINGS & CASEWORK SHOP DRAWINGS FOR COORDINATING EXACT LOCATION OF CONNECTIONS TO CASEWORK. JUNCTION BOX AT COLUMN, +24" ABOVE CEILING. HOMERUN FROM THIS J-BOX ONLY. DO NOT HOMERUN DIRECTLY FROM FLOORBOX. ROUTE CONDUIT FROM INDICATED CASEWORK, FLOOR BOX OR RECEPTACLE TO THIS J-BOX. MOUNT JUNCTION BOX HORIZONTAL IN WALL/COLUMN BASE. EXTEND FLEXIBLE CONDUIT BRANCH CIRCUIT TO DEVICES WITHIN CASEWORK. CONCEAL CONDUIT WITHIN CASEWORK. COORDINATE WITH THE NORDSTROM CASEWORK DRAWINGS FOR THE EXACT LOCATION FOR MOUNTING ALL DEVICES WITHIN CASEWORK JUNCTION BOX ABOVE CEILING. MAKE FINAL CONNECTION TO CASEWORK AND/OR RECEPTACLES ON COLUMN. COORDINATE EXACT LOCATION WITH CASEWORK CONTRACTOR. JUNCTION BOX BENEATH FLOOR STRUCTURE MAKE FINAL CONNECTION TO CASEWORK. SEE NORDSTROM CASEWORK DRAWINGS FOR COORDINATING EXACT LOCATION OF CASEWORK POINT OF CONNECTIONS. DEVICE OR OUTLET TO BE INSTALLED IN RATED WALL. PROVIDE INSTALLATIONS TO MAINTAIN INTEGRITY OF WALL RATING. SOME ELECTRICAL DEVICES REQUIRE PRECISE POSITIONING TO COORDINATE WITH ARCHITECTURAL CASEWORK AND FINISHES. SEE ARCHITECTURAL DRAWINGS AND DETAILS, ESPECIALLY DETAILS J1, J7, J11, G9, & G13 ON SHEET A-811. COMMUNICATIONS CABLING PATHWAYS ARE NOT SHOWN. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND DETERMINE CABLING PATHWAYS AND OPEN CABLING SUPPORT REQUIREMENTS. ALL LABOR AND MATERIAL COSTS FOR CABLING PATHWAYS INCLUDING SUPPORTS, CORE DRILL PENETRATIONS, AND CONDUIT SLEEVES SHALL BE INCLUDED IN BID. PROVIDE SEPARATE CONDUIT PATHWAYS AND OPEN CABLING SUPPORTS FOR EACH LOW VOLTAGE SYSTEM PER SPECIFICATIONS SECTION 270000. METHANE GAS BARRIER MAY BE PRESENT BELOW THE FIRST FLOOR SLAB. IF ENCOUNTERED DURING THE PERFORMANCE OF THIS WORK, CAREFULLY CUT BARRIER AND RE-SEAL AROUND PIPING. PROVIDE PATCH IN BARRIER TO MATCH EXISTING. P12 P13 P14 P15 P16 0 CO) www.callison.com an 0 0 INSTALL RECEPTACLE OR JUNCTION BOX IN CASEWORK. PROVIDE FLEXIBLE CONDUIT CONCEALED WITHIN CASEWORK. COORDINATE WITH CASEWORK CONTRACTOR. PROVIDE DEEP PLASTER RING FOR WALLS TO RECEIVE ACOUSTICAL TREATMENT OR DECORATIVE PANELING COORDINATE WALL FINISHES AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. PLACEHOLDER FOR FUTURE CASHVVRAPS. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. NOT USED. MODIFY EXISTING-TO-REMAIN FLOOR BOX AS NECESSARY FOR FLUSH INSTALLATION AT NEW FLOOR SURFACE ELECTRICAL PRE BID SITE REVIEW: PRIOR TO BID, VISIT PROJECT SITE AND REVIEW ALL AREAS OF THE STORE, INCLUDING BUT NOT LIMITED TO, BACKROOMS, UNOCCUPIED SPACES AND ABOVE CEILING AREAS TO IDENTIFY THE FOLLOWING ITEMS WHICH MAY NOT BE SHOWN ON THE PLANS. INCLUDE ASSOCIATED COSTS IN BID. a) EXISTING ELECTRICAL EQUIPMENT THAT MUST BE REMOVED AND/OR RELOCATED TO ACCOMMODATE THE REMODEL WORK. b) EXISTING BRANCH CIRCUITS, ELECTRICAL FEEDERS AND ASSOCIATED RACEWAYS WHICH ARE NOT SCHEDULED FOR REMOVAL BUT WILL REQUIRE MODIFICATION TO ACCOMODATE THE REMODEL WORK. c) EXISTING CABLING AND RACEWAYS FOR LOW VOLTAGE SYSTEMS WHICH ARE NOT SCHEDULED FOR REMOVAL BUT WILL REQUIRE MODIFICATION TO ACCOMMODATE THE REMODEL WORK. d) EXISTING TO REMAIN LOW VOLTAGE CABLING THAT REQUIRES RE-SUPPORT TO COMPLY WITH LOCAL AND NEC REQUIREMENTS. THIS BUILDING AND ITS NEW LIGHTING AND ITS CONTROL SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH THE ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. LIGHTING CONTROLS COMMISSIONING AND COMPLETION REQUIREMENTS: TEST ALL NEW LIGHTING CONTROLS TO ENSURE THAT THEY HAVE BEEN INSTALLED AND FUNCTION PROPERLY, EFFICIENTLY AND CAN BE MAINTAINED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND OPERATIONAL REQUIREMENTS PER THE ENERGY CODE ENFORCED BY THE LOCAL AHJ. FILkstivti.) CITY OF TUKVIALA Nnv 9,2012 PERMIT CENTER DRAWING INDEX $$$DES1GN$SPECIFICATION$$$$$$$$$$$$$ E-001 E-002 E-111 E-112 E-113 E-114 E-115 E-116 E-117 E-121 E-122 E-123 E-124 E-125 E-126 E-127 E-131 E-132 E-133 ISSUED /REVISED DATE GEN BID/PERMIT ELECTRICAL LEGEND AND NOTES ELECTRICAL SCHEDULES FIRST FLOOR DEMOLITION PLAN - LIGHTING FIRST FLOOR DEMOLITION PLAN - POWER AND EMCS FIRST FLOOR DEMOLITION PLAN - SOUND, SECURITY, FIRE ALARM, AND TELECOMMUNICTIONS FIRST FLOOR PLAN - LIGHTING FIRST FLOOR PLAN - POWER AND EMCS FIRST FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM FIRST FLOOR PLAN - TELECOMMUNICATIONS SECOND FLOOR DEMOLITION PLAN - LIGHTING SECOND FLOOR DEMOLITION PLAN - POWER AND EMCS SECOND FLOOR DEMOLITION PLAN - SOUND, SECURITY, FIRE ALARM, AND TELECOMMUNICTIONS SECOND FLOOR PLAN - LIGHTING SECOND FLOOR PLAN - POWER AND EMCS SECOND FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM SECOND FLOOR PLAN - TELECOMMUNICATIONS THIRD FLOOR DEMOLITION PLAN - LIGHTING THIRD FLOOR DEMOLITION PLAN - POWER AND EMCS THIRD FLOOR DEMOLITION PLAN - SOUND, SECURITY, FIRE ALARM, AND TELECOMMUNICTIONS $$$DATE$$$$ $T1ME E-134 THIRD FLOOR PLAN - LIGHTING E-135 THIRD FLOOR PLAN - POWER AND EMCS E-136 THIRD FLOOR PLAN - SOUND, SECURITY, AND FIRE ALARM E-137 THIRD FLOOR PLAN - TELECOMMUNICATIONS E-141 UPPER LEVEL STOCK DEMOLITION PLAN - ELECTRICAL E-142 UPPER LEVEL STOCK PLAN - ELECTRICAL E-151 ROOF DEMOLITION PLAN - ELECTRICAL E-152 ROOF PLAN - ELECTRICAL E-201 LARGE SCALE PLANS AND DETAILS E-202 LARGE SCALE PLANS AND DETAILS E-301 ELECTRICAL DETAILS E-302 ELECTRICAL DETAILS E-303 ELECTRICAL DETAILS E-304 ELECTRICAL DETAILS E-401 POWER RISER DIAGRAM E-402 ONE LINE DIAGRAM E-501 PANEL SCHEDULES E-502 PANEL SCHEDULES E-503 PANEL SCHEDULES E-504 PANEL SCHEDULES SEPARATE PERMIT AND APPROVAL REQUIRED COPYRIGHT (2) 2012 CALLISON ELECTRICAL LEGEND AND NOTES E-0(11 EXISTING LIGHT FIXTURE SCHEDULE TYPE MAKE & CATALOG NUMBERS FIXTURE WATTAGE AE BE LIGHTOLIER PCLS - 2-6772 24U LIGHTOLIER 7054 70 2'x2' RECESSED FLUORESCENT LAY-tN CEILING FOR RETURN AIR, TWO LAMPS, UNIVERSAL BALLASTS_ ROUND, RECESSED INCANDESCENT W/ EXTENDED LIFE LAMP & D.L. RATED AT EXTERIOR LOCATIONS. C1 E LITHONIA UN140 35 SINGLE LAMP, OPEN TUBE 48° STRIP FLUORESCENT. LITHONIA UN140 35 SINGLE LAMP, OPEN TUBE 96" STRIP FLUORESCENT WITH SINGLE 48" LAMP. LIGHTOUER 40901 120 WALL MOUNTED INCANDESCENT WITH (3) 40W. G25 LAMPS EE LIGHTOUER 40891 120 WALL MOUNTED INCANDESCENT WITH (3) 40W. G25 LAMPS DEVINE UB 277 SG B2 EXIT LIGHT. RECESSED HOUSING GE LIGHTOLIER GLOBE PLBA 6574 -48 RSHE 140: 2' x 4' RECESSED FLUORESCENT FOUR LAMP 277V UNIVERSAL SLH BALLAST HE LIGHTOUER 10124 JE ME NE OE 01E PE LIGHTOLIER 7771-A0 LIGHTOLIER LYTESPAN 3 CUNT-ED FLUORESCENT. ONE TUBE 48" R.S. ROUND, RECESSED INCANDESCENT ADJUSTABLE SPOT WITH EXTENDED LIFE LAMP_ 120V. LIGHTOLIER 7546 WITH 30 DEGREE INTERNAL STOP LIGHTOLIER PLBA 7222 PAR 38 INCANDESCENT ADJUSTABLE TRACK LUMINAIRE 1' x 4` RECESSED FLUORESCENT W/ UNIVERSAL SLH BALLASTS. 277V & D.L. WHERE EXTERIOR. INCANDESCENT SOCKET WITH A21 LAMP OPEN TUBE SINGLE LAMP STRIP FLUORESCENT LIGHTOLIER LYTESPAN SE BUSCH RD- 1315 -MT UTHONIA DD240A LIGHT TRACK WITH FLANGED RECESSED HOUSING RECESSED INCANDESCENT DOWNLIGHT WITH ADJUSTABLE LAMP 40 OUNTED TWO LAMP FLUORESCENT 48" UNDERSHELF FLUORESCENT UE USE LIGHTOLIER 64575 P, 1X4 RECESSED FLUORESCENT PARABOLIC 2 LAMP, 1X4 RECESSED FLUORESCENT WITH PRISMATIC LENS VE LITHONIA C124W 20 24" OPEN TUBE SINGLE LAMP STRIP FLUORESCENT V1 E LITHONIA C220 40 24" OPEN TUBE TWO LAMP STRIP FLUORESCENT WiE LSI 200 SERIES 200 PAR 46 TRACK LUMINAIRE LSI 300 SERIES 300 PAR 56 TRACK LUMINAIRE YE LSI 30 SERIES 30 PAR 46 TRACK LUMINAIRE GHTOLtER 40902 160 WALL MOUNTED INCANDESCENT WITH (4) 40W. G25 LAMPS LIGHTOLIER 40892 160 WALL MOUNTED INCANDESCENT WITH (4) 40W. G25 LAMPS AAE LIGHTOLIER S130 30 36" OPEN TUBE SINGLE LAMP STRIP FLUORESCENT BBE STERNER RD- 26 -SC -HW175 DOMED HID FIXTURE CCE LIGHTOLIER LYTESPAN WITH (2) 6261 AND (1) 7175 TRACK FIXTURES 150 SUSPENDED LIGHT TRACK SYSTEM DDE LSI 82211 4' TWO CIRCUIT LIGHT TRACK EEE LSI 82221 8' TWO CIRCUIT LIGHT TRACK FFE LIGHTOLIER 13558 140 SURFACE MOUNTED OR SUSPENDED 2X4 FLUORESCENT FIXTURE GGE LIGHTOLIER 8055 -GO 26 COMPACT FLUORESCENT DOWNLIGHT HHE LITHONIA CB240 80 TWO LAMP FLUORESCENT FIXTURE JJE HALO M99RT 100 WALL MOUNTED INCANDESCENT WITH CLEAR REFLECTOR KKE HALO L611TOP, L2O9MB, L2716MB 25 WALL MOUNTED INCANDESCENT SPOT FIXTURE LLE LIGHTOLIER 6261 & 6190 90 WALL MOUNTED MONOPOINT FIXTURE MME LITHONIA S115 -120 15 18" SINGLE LAMP FLUORESCENT STRIP NNE COLE FU -208 DUAL - CIRCUIT ENT LIGHT OOE HI TEK TWH 705- 277PE -DMB 70 WALL MOUNTED HID FIXTURE WITH INTEGRAL PHOTOCELL PPE HALOPHANE PETL - 175 -MW12 175 HID HIGH BAY FIXTURE QQE RRE NOT USED LIGHTOLIER 8054 -60 26 NEW LIGHT FIXTURE SCHEDULE RXTURE LAMPS PURCHASE GROUP TYPE MAKE & CATALOG NUMBERS VOLTAGE LAMP TYPE LAMP PRODUCT BALLAST PRODUCT# REMARKS MAKE UGiTOLIER STYLE: MATCH BUSTING MODE -: PCLS -2 -6712 24U 2- FT40IX128VW830/RS LAMPS INSTALLED 2x2 RWESSED FLUORESCENT WRH AR RETURN AND HEAT EXTRACT. OSRAM BALLAST. SEE NOTES #1, #2, ##3, AND #4. CAI(PO) D2 MAKE: KOZO LIGHTING ITEM: #5901 MODEL: GSBLE SERIES LUCESCONCE 1-60W A LAMP LAMPS SEPARATE 12521 OWNER FURNISHED BEAUTY STUDIO WALL SCONCE REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. SE€NOTE #1. LOL L1 L3 MAKE CHLORIDE MODE_: "SYMMETRY SERIES It" #NGA -1 OR EGA-2. LIGHTALARMS "GALAXY" /R&D OR 2XLD- W- Icolorj -W-LP. MAKELIGHTOLIEt MODEL: C4L10- 13L-30KCCL -W ACCESSORY: C4L10 -N -2 Z10V MAKE LIGHTOLIER MODEL: C6L1520- DL -30K W -CCL -W ACCESSORY: C6L15 -N -2 MAKE UGiTOLIER MOLD: C2L04- DL-30K 38- R•UZ1OV REFLECTOR: C2L- DL -CCDP MOUNTING PLATE: C2LMP MAKE UGiTOLIER MOIL: C2L14- DL- 30K25- R -UZ1OV REFLECTOR: C2L- DL -CCD P MOUNTING PLATE C2LMP MAKE UGHTOUER MODE.: SW4S132- HPF-UNV -NA MAKE uGHTOLIER MODEL.: SW8T132 -HPF UNV-NA MAKE LIGHTOLIER MODE.: MAIN- SW8T132- HPF•UMf-N13.4H1 SUB- SW4S132-HPF- LE-T91 MAKE LEGHTOLIEC MODEL: MAIN- SW8T132- 11PF- LINV- NC -IG9 SUB- SW81-132 -HPF LB -796 3W. LED 20W LED 1000 LUMENS 3000K 27W LED 1500 LUMENS 3000K 11 W LED 400 LUMENS 3000K 11WL 400 LUME3IS 3000K 2- F032/830/XP/EC0 LAMPS INSTALLED 1- F032/830 /XPECO LAMPS SEPARATE 2- FO3218301XP /ECO LAMPS SEPARATE 3- F032/830/XPIECO LAMPS SARATE 4- FO32/830/XPIECC:O LAMPS SEPARATE 21759 49838 21759 FOCTUREPRCVIDEi BY CONTRACTOR. SURFACE MOUNTED BUT LIGHT. COMPLY WITH U:L 924: MOUNTING AS NDCAT D ON PLANS. MATCH BOSTNG 80T LIGHT LENS COLOR SEE NOTE#7. 4.5" LED DOWNLIGHT 0 -10V DIVINABLE SEE NOTES #1, #2, #K3, AND #4. 6" LED DOWNLIGHT. 0-10V DMMABLE SEE= NOTES #1, #2, #3, AND #4. 1.75° ROUND RECESSE EMERGENCY LED DOWAIUGHT FIXTURE. UNIVERSAL VOLTAGE, 0 -10V DIMMABLE. SEE NOTES #1, #2, AND #3. 1.75° ROUND RECESSED LED DOWNLIGHT FIXTURE UNIVERSAL VOLTAGE, 0 -10V DMMABLE SEE= NOTES #1 #2, AND #3: 2'X4' TRESSED FLUORESCENT, TWO LAMPS WITH OSRAM QHE2X32/UNV ISL LOW BF BALLAST 24-CELL seasPEGULAR LOUVER SEE= NOTES #1, #2, #3, AND #4. (1) 4' STRIP FLUORESCENT FIXTURE, 1 LAMP WITH °SRAM DHE1X32 /UNV ISL LOW BF BALLAST. SEE NOTES #1, #2, #3, #8, AND #9. (1) 8' STRIP FLUORESCENT FIXTURE, 2 LAMPS WITH OSRAM QHE2X32/UNV SL LOW BF BALLAST SEE NOTES #'I; #2 #3, #8, #9, AND#12 LOL ACCESSORY: LIVE END FE19148WH LOL ACCESSORY: MINI- COUPLER 9149WH LOL ACCESSARY "T" CONNECTOR9151WH LOL ACCESSORY: VARIABLE ANG_ECONNE CTOR 9153WH LOL ACCESSORY: IN- LINEP'L' CONNECTOR FEED 9155WH LOL ACCESSORY: GRID CUING CLIPS 9188WH OR 9189WH LOT ACCESSORY: GRID CEILING CLIPS 9188 OR 9189 (1) 8' STRIP FLUORESCENT FIXTURE 2 LAMPS WITH (1) OSRAM QHE3X32/UNV SL LOW BF BALLAST AND (1) 4' SUB FIXFURE,;1 LAMP WITH NO BALLAST. TOTAL LENGTH 12. SEE NOTES #1, #2, #3, #8, #9, AND #12 (1) 8' STRIP FLUORE SC ENTFIXTUREWITH (1) OSRAM Q1-E4x321UNV EL LOW BF BALLAST AND (1) 8'. SUB WITH NO BALLAST. TOTAL LENGTH 16 ". SEE NOTES #1, #2, ##3, #8, #9, AND ##12 SURFACE MOUNTED LIGHT TRACK. INSTALL W/ CLIP FOR T-BAR INSTALLATION & CLIP FOR GWB MOUNTING. SEE NOTE##: 8' NOMINAL TRACK MEASURES 7' -9' EXACT LENGTH: INCLUDED W(FH ONE 564301AH DEAD END COVER PROVIDE ONE PER FEED PONT AT GWB CELNG LOCATIONS_ SEE NOTE #1. FROV EDE AT EACH 8' LIGHT TRAU( JUNCTION WHERE E FEED POINTS DO NOT OCCUR. SEENOTE#1. PROVIDE AT EACH "T' CONNECTION of TRACK AT ACT CELNG LOCATIONS N DRESSING ROOMS. SEE NOTE #1 . IROVIDEAT EACH CORNER CONNECTION ON SALES FLOOR PIMMETt3:t TRACK, N ORESSNG ROOMS, AND ON CORNERS Kr GWB CEILINGS ONLY. SEE= NOTE #1. PROVIDE AT EACH CORNER CONNECTION OF TRACK AT ACT C SLNG LOCATIONS. SEE= NOTE ##1. P ROV II THREE PER 8' LENGTH OF TRACK. USE 9189W I-1 ONLY AT 45 DEGREE BENDS: SEE NOTE #1. PROVDE THREE PER 8' LENGTH OF TRACK USE 9189 ONLY AT 45 bEGREE BENDS_ SEE NOTE #1. LOL P1 MAKE LIGHTOLIER MODEL: SINGLE DIRECTION CANOPY FEED 9099WH ACCESSORY: PLD120WH POWER TRIP PROVIDE ONESNGLE DIRECTION CANOPY FEED WITH ONE 120WPOW3RTRIP CURRENT MITER AT ACT AND GV B CBLNGS WHERE NOCATED BY "P1": SEE NOTE #1. LOL P2 MAKE LIGHTOLIER MOOD-: SINGLEDIRECTEON CANOPY FEE}9099WH ACCESSORY: PLD300WH POWER TRIP FROVtE ONE SNGLEDIRECTION CANOPY FEED WITH ONE 300W POWERTRIP CURRENT LIMITER AT ACT AND G S CELNGS WHERE INDICATED BY "P2". SEE=NOTE #1_ LOL P5 MAKE uGHTOUER MODEL: SINGLE DIRECTION CANOPY FEED 9099WH ACCESSORY: PLD600WH POWER TRIP FROVDE ONE SEIGLE DIRECTION CANOPY FEED WITH ONE 600W POWERTRIPCURERBNT LIMITER AT ACT AND GWB CELNGS WHERE NDICATEED BY '`P5". SEE NOTE #1. LOL P7 MAKE LIGHTOLIER MODE-: SINGLE DIRECTION CANOPY FEED 9099WH ACCESSORY: PLD900WH POWER TRIP LOL P10 MAKE LIGHTOLIER MODE-: DOUBLE DIRECTION CANOPY FEED 9033WH ACCESSORY: (2) PLD120WH POWER TRIP PROVIDE ONE SNGLE DIRECTION CANOPY FEEEDWITH ONE 900W POWE RTRIP CURRENT LIMITER AT ACT AND GWB CEILINGS WHERE NDICATED BY "PT'. SEE NOTE #1. PROV CE ONE DOUBLE DIRECTION CANOPY FEED WITH TWO 120W POWBRTRP CURRENT LIMITERS EERS AT ACT AND GWB C" LNGS WHERE NDCATE D BY "P1D ". SEE NOTE #1. LOL P20 MAKE LIGHTOUER MODEL: DOUBLE DIRECTION CANOPY FEET! 9033WH . ACCESSORY: (2) PLD300WH POWER TRIP FROVEDE ONE DOUBLE DIRECTION CANOPY FEED WITH TWO 300W IxOWE3RTRP CURRENT LIMITERS AT ACT AND GWB CELNGS WHERE NDCATED BY "P2D"_ SEE NOTE #1. LOL P5D MAKE LIGHTOLIER MODEL: DOUBLE DIRECTION CANOPY FEED 9033WH ACCESSORY: (2) PLD600WH POWER TRIP FROVIDE ONEDOUBLE D I R E C T I O N C A N O P Y F D WffEI TWO 600W 1 owe TRP CURRENT LIMITERS AT ACT AND GVVB (LUNGS WHERE INDICATE D BY "P5D ". SEE= NOTE #I. LOL P7D MAKES UGHTOLIER MODES-: DOUBLE DIRECTION CANOPY FED 9033WH ACCESSORY: (2) PLD900WH POWER TRIP PROVIDE ONE DOUBLE DIRECTION CANOPY FED WITH TWO 900WFOWE3RTRP CURRENT LIMITERS AT ACT AND GWB C ELNGS WHERE INDICATED BY "P7D". SEE= NOTE #1. LOL PB MAKE LIGHTOLIER MODES: LIGHT TRACK 9108EK SURFACE MOUNTED LIGHT TRACK INSTALL W/ CLIP FOR T BAR INSTALLATION & CLP FOR GWB MOUNTING. SID= NOTE #1. 8' NOMINAL TRACK MEASURES 7' -9" EXACT LENGTH_ INCLUDED WITH ONE 56430BK DEAD END COVER: LOL ACCESSORY: LIVE END FEED 9148EK LOL ACCESSORY MINI- COUPLER 9149BK LOL ACCESSORY: "T" CONNECTOR 9151BK LOL ACCESSORY: VARIABLE ANGLECONNECTOR 9153EC LOL ACCESSORY: IN- LINEI "L" CONNECTOR FEES? 9155BK LOL ACCESSORY: GRID CEILING CUPS 9188 OR 9189 LOL ACCESSORY: SINGLE DIRECTION T -BAR CANOPY F 9196EC LOL ACCESSORY: DOUBLE DIRECTION T -BAR CANOPY FED 9196X12!( PROVIDE ONEPER FEED PONT AT GWB CEELNG LOCATIONS. SEE NOTE ##1. PRDV FEAT EACH 8' LIGHT TRACK JUNCTION WERE FEED POINTS DO NOT OCCUR. SEE NOTE #1 PROVIDE AT EACH "T' CONNECTION OF TRACK AT ACT CBLNG LOCATIONS N DRESSING ROOMS. SEE NOTE #1 FROVADEAT EACH CORNER CONNECTION ON SALES BOOR PERIMETER TRACK, N DFE.SSING ROOMS, AND ON CORNERS AT GWB CEILINGS ONLY SEE NOTE #1. PROVDE ONE PER FEED PONTATACTc S WHERE 9196BK OR 9198BKX1 IS USED_ SEE NOTE #1. PROVIDE THREE PER 8' LENGTH OF TRACK. USE9189 ONLY AT 45 DEGREE BENDS. SEE PROVIDE ONE SINGLE DIRECTION FEED WHERE T BAR MOUNTED TRACK FED IS SHOWN AT THE END OF THE RIlN. SEENOTE#1. FROV €]E ONE DOUBLE DIRECTION FEED WHBRET -BAR MOUNTED TRACK FEED IS SHOWN AT THE EM IDLE OF THE RUN. SEE NOTE #1. LOL T2. MAKE LIGHTOLIER MODEL: SW4S232- HPF-UNV-NA 2-F032/830/XP/ECO LAMPS SEPARATE 21759 49838 48" TWO LAMP STRIP FLUORE SCElTFIXTURE WITH OSRAM OHE2X32/UNV ISL LOW BF BALLAST, . SNOT S #1, #2, 43, #4, #8, AND #12. PROVIDE OSRAM F032/850/XRiC0 (5000K LAMPS) AT TAILOR/ALTERATIONS ROOM ONLY. LOL T4 MAKE UGHTOLIER MODE.: SW8T232- HPF- UNV -NC 4- F032/8301XPiECO LAMPS SEPARATE 21759 (1) 8' STRIPFLUORESCENT FIXRIRE 4 LAMPS WITH (1) osRAM QHE4X32/UNV SL LOW BF BALLAST SEE= NOTES 49867 #1, ##2, #3, #4, #8, AND #12 PROVIDE OSRAM FO32/850/XPTE3CO (5000K LAMPS) AT TAILORIALTEfATEONS ROOM ONLY. LOL (XX') (XX') MAKE UGHTOLIER STYLE CENTRAL TROUGH SYSTEM MODEL: LSVIH10ASIXXXDECUSTOM LENGTH I9XTUREPEt PLANS FPXQQT5/83O /ECO LAMP QUANTITES PER L01 EJGIEEIRE SHOP DRAWINGS 20868 51473 9.5W / FT CUSTOM LENGTH RECESSED FLUORESCENT FIXTURE TWDEWITH FROSTED ACRYLIC FLUSH LENS. FOR USE N GRID CEILING. CIHE NORMAL POWER FACTOR ELECTRONIC BALLASTS NOE UDED. SPECIFY (DUMMIES FOR EACH ROW LENGTH N ATTACHED "TYPE U5/U6 FIXTURE ORDER FORM ". SEE= NO I E5 #1 AND #2. LOL RECESSED COMPACT FLUORESCENT DOWNLIGHT SSE UTHONIA CB240 80 UUE WE WWE BETALIGHT SAFETY 10 SAMES AS HH WITH EMERGENCY BATTERY PACK SELF-ILLUMINATED ENT SIGN KIM LLF- 10 /5OHPS -120- DBE -LEX4N U5EM. 00C) US (XX') USEM ., (XX') HID FIXTURE WITH REMOTE BALLAST LITHONIA SM- 230 -EB -120 60 SURFACE MOUNTED 36" TWO LAMP FLUORESCENT STRIP Y3A Y3CA DWI MAKE LIGHTOLIER STYLE CE+ITRAL TROUGH SYSTEM MODEL: LSVIH1OASIXXXOECUSTOM LENGTH FIXTURE PIER PLANS MAKE LIGHTOLIER STYLE CENTRAL TROUGH SYS1BI MODEL: LSVIFIOAS4XXXDECUSTOM LENGTH FIXTURE PER PLANS MAKE LIGHTOLIER STYLE CENTRAL TROUGH SYSTEM MODS.: LSV1F1OAS4XXXDECUSTOM LENGTH' FDCTUREPEER PLANS MAKE LIGHTOLIER MOD: SW2S217 HPF - UNV -NA MAKE LIGHTOLIER MODEL: LLAER24WH- 15SP- 15SP- 15SP -120V MAKE LIGHTOUER MODE_: LLAER24WH- 155SP -34F 95SP -120V MAKE ARCHITECTURAL DETAILS, INC. STYLE #5900 MOB.: 2335 -36 MAKE LIGHTOLIER MODE. SV3-S 221- UNV -PG ACCESSORY SV5R -W -3 ASYMMETRIC REFLECTOR MAKE TUBE LIGHTING MOB- :DIPS -668 COLOR: BENJAMIN MOORE OC -121, MOUNTAIN PEAK WHITE LOL:LIGHTOLIER CAI(PO) :CALLISON(PURtHASE ORDER) NGE :NORTH COAST ELECTRIC SPAREBALLAST TYPE U5 & U6 FIXTURES 014E2C28T5/UNV PSN (51473) GENERAL NOTE SE= ATTACHE) LIGHTING NOTES FT:1OX/T5/830/E00 LAMP QUAN I Il PER LOL BJGNED SHOP DRAWNGS FF10051830/ECO LAMP QUANTITIES PER LOL ENONEERED SHOPiARAWNGS FPOOC/T5 /830/E00 LAMP QUANTITES PER LOL ENGINEERED SHOP DRAWINGS 51473 20868 t ENMCAL TO U5 EXCEPT WIRE FOR EMERGENCY. CUSTOM LENGTH RECESSED FLUORESCENT FIXTURE 31WDE WITH FROSTED AIRY LIC FLUSH LENS. FOR USE N GAB C ELNG. OHE NORMAL POWER FACTOR ELECTRONIC BALLASTS INCLUDED. SPECIFY QUANTITtra FOR EACH ROW LENGTH IN ATTACHES "TYPE U5/U6 FIXTURE ORDER FORM SEES NOTES #1 AND #2. IE.DBVTICAL 10 U6 E XCEEPT WIRED FOR EMERGENCY . LIGHTING NOTES OWNER FURNISHED LIGHT FIXTURE, OWNER FURNISHED LAMPS. CONTRACTOR TO COORDINATE AND PROVIDE COMPLETE INSTALLATION OF FIXTURE; LAMPS, LIGHT TRACK. MOUNTING AND CONNECTION COMPONENTS TO RENDER FIXTURE FULLY OPERATIONAL: 2. CONTRACTOR SHALL VERIFY VOLTAGE OF ALL BALLASTED FIXTURES. 3. MANUFACTURERS LABELS SHALL NOT BEVISIBLE FROM THE FLOOR FORA LL LIGHT FXTURES: 4 PROVIDE 0 DEGREE START BALLAST FOR ALL EXTERIOR BALLASTED FIXTURE 5 NOT USED IN THIS PROJECT. NOT USED IN THIS PROJECT. EXIT SIGNS TO BE MOUNTED +8"-0" A.F.F. UNLESS NOTED OTHERWISE PROVIDE ALL DIRECTIONAL ARROWS, DOLE FACEPLATES, OR BLANK FACEPLATES AS REQUIRED TO CLEARLY IDENTIFY PATH OF EGRESS. IN 2 -LEVEL STOCK AREAS USE SWIVEL-BALL MOUNITING WHERE BELOW 8' -0 CONDUIT AND CONDUCTORS FOR LIGHT FIXTURE TY PE "O" "O2", "Q3", AND "04" IN STOCK ROOMS AND TYPES "T2 ", "T4 ", AND "V" AT LIGHT COVE SHALL RUN CONCEALED IN CHASSIS OF STRIP LIG -IT FIXTURE WI-ENE/BR POSSIBLE ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING LOCATION OF ALL LIGHT FIXTURES 1MTH UPPER LEVEL STRUCTURAL SYSTEM, AND THE MECHANICAL, SPRINKLER AND PLUMING CONTRACTORS PRIOR TO START OF WORK: A. LIGHTS IN CONFLICT INITH`DUCTWORK SHALL BE MOUNTED AS HIGH AS POSSIBLE' BELOW DUCTWORK, MINIMUM HEIGHT +7' -0" A.F.F. B. LIGHT FIXTURES IN BACK ROOMS \M-IICH ARE OPEN TO STRUCTURE OF FLOOR ABOVE SHALL BE INDIVIDUALLY CHAIN SUSPENDED OR CHAIN SUSPENDED USING UNISTRUT BACK SUPPORT IN CONTINUOUS ROWS. WHENEVER POSSIBLE MOUNT FIXTURES AT A UNIFORM HEIGHT 12" ABOVE HIGHEST HANG ROD STRUCTURE C. AT BACK ROOMS WTH UPPER LEVEL STRUCTURE, SURFACE MOUNT LIGHT FIXTURES TIGHT TO UNDERSIDE OF UPS LEVEL DECKING BETWEEN PURL INS. D. ALL LIGHT FIXTURES AT UPPER LEVEL SHALL BE SURFACE MOUNTED TIGHT TO UNDERSIDE OF METAL DECKING OF FLOOR OR ROOF ABOVE. E NOT USED IN Tt-US PROJECT. F. PROVIDE FLEX CONDUIT WHERE POSSIBLE TO AVOID CONDUIT BENDS AT UPPER AND LOWER LEVEL STOCK ROOM STRUCTURAL BEAMS AND SUPPORT. 10. ALL LIGHT FIXTURES SHALL BE LOCATED AS TO NOT OBSTRUCT SPRINKLER HEAD SPRAY PATTERNS PER NFPA. 11. NOT USED IN THIS PROJECT. 12 PROVIDE EXTENTION OF BALLAST INTERCONNECT WRING IN CONDUIT BETWEEN VVE=N "MAIN"AND "SUB" OF TYPE "MMS" AND "ZMS" FIXTURE WHENEVER FIXTURES ARE NOT MOUNTED END -TO -END. NORDSTROM SOUTHCENTER (005) NEW FIRE ALARM SYSTEM ANNUNCIATION SCHEDULE AUXILIARY FUNCTIONS CC co ca 0 ac 1-7 0 fa cn 0 0 0 a. u. OG Ft- CC U) re 0 ILL 0 ZLI a NI 0 0 0 w Luz o RECALL ELEVATOR TO PRIMARY FLOOR :RECALL ELEVATOR TO SECONDARY FLOOR RELEASE ROLL DOWN DOOR. ACTIVATE EMCS SMOKE PURGE PANEL POINT ID Loc ANNUNCIATION DESCRIPTION 1ST WATER FLOW - MAIN NORTH 1ST WATER FLOW - MAIN SOUTH 1ST WATER FLOW - 1ST FLOOR NORTH 1ST WATER FLOW - 1ST FLOOR SOUTH 2ND WATER FLOW - 2ND FLOOR NORTH 1st WATER FLOW 2ND FLOOR SOUTH 1st WATER FLOW - 3RD FLOOR NORTH 8 1st WATER FLOW - 3RD FLOOR SOUTH 1ST WATER FLOW - 3RD FLOOR UPPER 10 1ST WATER FLOW - RECEIVING/UL SHOE STOCK 1ST WATER FLOW - LOWER SHOE STOCK 12 1ST SMOKE - PASS. ELEV. MACHINE ROOM 13 1ST WATER FLOW - HOSE STANDPIPE NORTH 14 1ST WATER FLOW - HOSE STANDPIPE SOUTH 15 SPARE 16 SPARE 17 1ST POST INDICATOR VALVE (PIV) 18 1ST VALVE CLOSE -1ST FLOOR NORTH 19 1ST VALVE CLOSE - 1ST FLOOR SOUTH 20 2ND VALVE CLOSE - 2ND FLOOR NORTH 21 2ND VALVE CLOSE - 2ND FLOOR SOUTH 22 3RD VALVE CLOSE - 3RD FLOOR NORTH 23 3RD VALVE CLOSE - 3RD FLOOR SOUTH 24 3RD VALVE CLOSE - 3RD FLOOR UPPER 25 1ST VALVE CLOSE - HOSE CABINETS SW 26 1ST VALVE CLOSE - HOSE CABINETS NE 27 1ST VALVE CLOSE - HOSE CABINETS NW 28 1ST VALVE CLOSE - HOSE CABINETS SE 29 2ND VALVE CLOSE - HOSIERY STOCK 30 1ST VALVE CLOSE - FREIGHT ELEVATOR 31 VALVE CLOSE - PASS. ELEV. 32 RF VALVE CLOSE - ROOF HYDRANT 33 SPARE SPAR 35 HEAT - PASS. ELEV. BOITOM OF SHAFT 36 SMOKE - FREIGHT ELEV. BOTTOM OF SHAFT 37 SMOKE - 1ST FLOOR FREIGHT ELEV. 38 SMOKE - SHOE STOCK FREIGH ELEV. 39 2ND SMOKE - 2ND FLOOR FREIGHT ELEV. 40 3RD SMOKE - 3RD FLOOR FREIGHT ELEV. 41 3RD SMOKE - 3RD FLOOR UPPER FREIGHT 42 43 3RD SMOKE - FREIGHT ELEV. STOP OF SHAFT 3RD HEAT - FREIGHT ELEV. EQUIP. ROOM SMOKE - PASS. ELEV. BOTTOM OF SHAFT 45 SMOKE - 1ST FLOOR PASS. ELEV. 46 47 2ND SMOKE - 2ND FLOOR PASS. ELEV. SMOKE - 3RD FLOOR PASS. ELEV. 48 3RD SMOKE - PASS. ELEV. TOP OF SHAFT 49 3RD HEAT - PASS. ELEV. EQUIP. ROOM 50 HEAT - DISPLAY WORKROOM 51 SMOKE - MALL ENTRY 52 SPARE 53 54 SPARE SPARE 55 SPARE 411-1 SMOKE - ELECTRICAL ROOM 57 4111 SMOKE - CORRIDOR 406, 409 58 3RD SMOKE - ROOMS 309, 310, 314 59 3RD SMOKE - PACKAGE SECURITY 60 3RD 61 3RD SMOKE - MAIL ROOM 62 3RD SMOKE - FREIGHT ELEV. EQUIP. ROOM 63 3RD CAFE KITCHEN HOOD SMOKE - RECEIVING 65 HEAT - RECEIVING (COMPACTOR) 66 67 2ND SMOKE - ROOMS 207, 210, 211, 212 SMOKE - EMPLOYEE ENTRY, STAIRWELL 68 3RD 69 3RD HEAT - PASS. ELEV. TOP OF SHAFT 70 3R0 HEAT - PASS. ELEV. BOTTOM OF SHAFT 70 SPARE 71 SPARE 72 SPARE 73 3RD PULL - PACKAGE SECURITY 74 75 3RD 3RD DUCT SMOKE - AC-3 DUCT SMOKE - HP-5 76 3RD DUCT SMOKE - AC-6 77 78. 79 3RD DUCT SMOKE - AC-7 3RD DUCT SMOKE - AC-5 3RD 80 81 3RD DUCT SMOKE - HP-4 SPARE 82 SPARE 83 SPARE 85 SPARE SPARE SPARE 87 SPARE 88 SPARE SPARE 90 SPARE 91 SPARE 92 GENERATOR - RUN 93 GENERATOR - TROUBLE GENERATOR - LOW FUEL 24" TWO-LAMP STRP FLUORESCENT FIXTURE WITH OSRAM 0HE2X321UNV 181 LOW BF BALLAST SEE NOTES #1, #2, #3, AND #8: 64W LED' 3000K RECESSED 3-HEAD ADJUSTABLE FIXTURE 24' LENGTH, SPOT-LED LIGHT ENGINE MODULE WHEFE;15W,15W,15W 3000K, SPOT OPTICS. SEE NOTES #1 AND #3. RIMESSED 3 -HE ADADJUSTABLEFIXTURE 24" LENGTH, LED LIGHT ENGINE MODULE, WHITE, 15W SPOT, 34W FLOOD, 15W SPOT 3000E SEA NOTES #1 AND ##3. 95 MALL FIRE ALARM SUPERVISORY CONNECTION INTRUSION DETECTION SYSTEM SCHEDULE AUXILIARY FUNCTIONS 0 re 0 cc TRANSMIT ALARM TO CENTRAL MONITORING STATIOt 0 0 0 9 tu cn 0 0 0 0 POINT NUMBER ANNUNCIATOR DISPLAY (16 CHARACTERS MAX.) ALARM TYPE AC - JEWELRY CASEL1NE (NW) AC - JEWELRY CASELINE (NE) AC - JEWELRY CASELINE (SE) ALARM CONTACT ALARM CONTACT ALARM CONTACT AC - JEWELRY CASEL1NE (SW) ALARM CONTACT GLASS BREAK SENSOR GLASS BREAK SENSOR GLASS BREAK SENSOR GB -JEWELRY (SW) GLASS BREAK SENSOR HUA - JEWELRY (NW) HUA - JEWELRY (NE) HUA - JEWELRY (SE) HOLD-UP ALARM HOLD-UP ALARM HOLD-UP ALARM I-IOLD-UP ALARM NOTE: 2- FT24a/830 1800 LUMENS LAMPS INCLUDED 2- FP21T5/835/ECO (OSRAM) LAMPS SEPARATE 20921 COMPACT FLUORESCENT SCONCE FOR THR WAY MIRROR SATN NICKS. FINISH 36" LONG. OSRAM OTP2X39- 24T5H0/UPh/ PSN BALLAST SEE NOTE#1. 36' TWO LAMP SURFACE MOUNT FLUORESCENT FIXTURE WITH RB-LETOR. SEE NOTES #1, #2 #3, #8. UV STABILIZED PVC TRACK COVER FOR DEE3NHRG1f TRACK: FED CUT COVER TO MATCH ACTUAL LENGTH OF TRACK OVER COMES IN 8 FOOT LENGTHS. SEM NOTE#1, $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$. ALL POINT LISTED IN SCHEDULE ABOVE ARE NEW TO BE ADDED TO EXISTING INTRUSION ALARM SYSTEM. $$$DATE$$$$ $TIME ENERGY SUMMARY (INTERIOR) NEW WATTAGE: 30735 -75135 -44400 DEMOLITION WATTAGE: TOTAL: Crry OF 11 IinAnIA PERMIT CENTER FIXTURE CHANGE SUMMARY (INTERIOR) a) NUMBER OF EXISTING FIXTURES TO REMAIN: 3289 b) NUMBER OF FIXTURES DEMOLISHED: 308 c) NUMBER OF NEW FIXTURES: 298 REQUIRED SEPARATE 1101 WASHINGTON STATE ENERGY CODE COMPLIANCE INTERIOR LIGHTING ICJ LESS THAN 60% OF THE LIGHTING FIXTURES ARE NEW. 0 INSTALLED WATTAGE IN NOT INCREASED. 0 SPACE USE HAS NOT CHANGED. COPYRIGHT © 2012 CALLISON • wit a) op CO cc) co CO CD CNI 0 fg co co op co o co CD 0 CALLISON 0 0 www.nordstrom.com CO CO co 0 co cc 0 re ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 ELECTRICAL SCHEDULES E-002 10 11 12 13 ?11-1-29 —PROVIDE TEMPORARY REMOVAL OF EXISTING FIXTURE(S) AND jCIRCUITING AS REQUIRED TO FACILITATE DEMOLITION OF EXISTING WALL AND PARTIAL DEMOLITION OF SOFFIT AND EGGCRATE LOUVER. I EM- , CE EM- WW45Ocki GE 4112cialtilE27. 1AL 1 3" 11 \ II I I 7_ I I I r 17 _J-_-1I 1 1 lir- rt t41111A '13 -A. it ' 1, -, ill III I I I RiF-"= • 1A-13 SE SE SE SE Ii')QIII •-,.-A ' ; ...:.,..' -.: ' ' ..7.:.---7-t.-....:77-..."...... '. .:27, --,7,,.:-....—.. -,... . I i I- A717= _. 1 1 1 ' I 1 11 • 1- ----i - -1- - I--71- - J - . -! 1-- 1 J 1 I I 1 L-1 I 7, ICT 1- 1- -it • _-_'' -=_, r ..1 IID iNE 1 AE MUM EXISTING PANEL GROUP EXIST. PANEL DP2 120/208V, 3PH EXIST. PANEL 1D 120/208V, 3PH EXIST. PANEL 1H 120/208V, 3P1-1 EXIST. PANEL 1H1 120/208V, 3P1-1 EXISTING PANEL EB, 120/208V, 3P — . I '1 1 ii • . .0.1 . I . 1 . 1 I- -J 3 --I - li-r--11-- ;19 Ii 11 II 1 C Li_ 4.724.1. i r 7 i _ , v _ L .1_, T ...,1%, it, i.ull, ,- IF iP : !AEI EXISTING- PANEL GROUP 1NW EXIST. PANEL DP1 120/208V, 3PH EXIST. PANEL 1A 277/480V, 3PH EXIST, PANEL 1C 120/208V, 3PH EXIST. PANEL 1E 120/208V, 3PH EXIST. PANEL 1G 120/208V, 3H 11A-i 11A-1 1 L 1 N4_1 A-1:17 AE &I! VE 1 !AE 1H-15,17,2 1H-2 ;--17 =CI 1AI-1 I I 1,1A43 • 09121,123 .7 1A4 0 1 21Bei c- o 2A17 1 2A-5 FRC (02T-6' AFF I j Irks.; J) •,, 1 0 E B I 4 2 1 ' . • 2242 IH-4,10,12 Nea 2A3 IEM-3 1 Di- 40 A: I=1:71:::11=Pqm1 1111111111111111""'"'''' 141111111 —1— I ilt; - -- 1H-16,22,24 GWB (09.-0" AFF —GWB COVE (212"-O" AFF M.:11 AE , AE te_51 SWA -8 ENSIBIASSIA MEM 00 00 00 EXIST. PANEL SWA 120/203V, 3PH SWA -6.01 T-4,1 AFTD-22 BE I BE SkIYA.7.• • • . . • . SWA-8 • EM12 . . -C1E J . .•CE • • CE•:,' WA-4 (:)TWA-4 EM 1-2 --35,37 :SWA4 • 1\41,2 • . 2A-1.1 WA- CE WA- CE PTO. 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CKT, 1A -23 1 EXTERIOR ELECTRIC FIRE SPRINKLER SYSTEM BALL /GONG RE +,itc v to CITY OF TI JKW1L A Nnv 1 0012 PERMIT CENTER ISSUED / REVISED DATE GEN B1D /PERMIT 11/12/12 NOTES: SEE SHT. E -001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (c) 2012 CALLISON 10 11. 12 13. 14 ELECTRIC DOOR STRIKE CONTROLLED BY CARD ACCESS CONTROLLER IN PKG/SEC. ROOM ALARM DOOR CONTACT FIRE DEPT. KEYLOCK BOX +6' -6' TV CAMERA +7' -6" SANYO V6 -1600X W/ VICON V600 ENVIROMENTAL ENCLOSURE. RUN 3/4 "C. W /ONE_ TV CABLE TO TV MONITOR IN PKG /SEC. ROOM ALARM DOOR CONTACTS ----CARD ACCESS RE)DER AIPHONE +6 R 1 j24C TO INTERCOM IN IKG /SEC. R ALARM DOOR CONTACTS (2) 3F"C. SLEEVES AT S T RUCItURE FOR TELEPHONE CABLES. SEE 2ND FLOOR FOR CONT, -J -BOX AT SPRINKLER VALVES FOR CONNECT! FOR TAMPER AND FLQ_ SWITCH DEVICE. 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Ali 11111 AIIIIIIIEUMMIONIE51111111111111113111 A 1111 16(Sc) 16(Sd) __ � i I f i i a.RI 1 i I� 1 I L11J— I— NAM= ..._ _ ... .._ _. . .. .. ,.. r PA 1 1 . 1 414 4 • xvw.l! F, — — — — — 2r"E -9, I 1 16(Sa) EXIST. PANEL SWA 120/208V, 3PH MUM -fill � .w�i� � 9 / 1 ui er a 1"w "ise w4 l• Pr$ u�1- !u! P p , I 1 1 1,1 i!L� i. gti ■ IS A- � SStS» RUM UP TO 1ST FLR. UPPER LEVEL- I� 3k)8 REL;bvtl CITY OF Tf IKW11_.A Nnv 1 y,2012 PERMIT CENTER NOTES. 1. SEE SHT. E -001 FOR 1 > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME SEPARATE E RMITARD APPROVAL REQUIRED COPYRIGHT © 2012 CALLISON 0 2 0 M o w z C o z CONSULTANT: 0 C� 0 Z 4▪ ‘f th OC c W °) • o T- O (7rn zQ W L H r cg 4 0 0 N 0 Z co v) 0 0 M M 0 M 0 0 N 1■ co I` M c) co 0 0 N 1- Z 0 VI J J U 206 303 4319 0 Lt) .1' d- co 0 N N_ .0 D) 0 (f) 0 z 0 0 .. SOUTHCENTER Southcenter O O WA 98188 (t3 H 0 M CO N N N w 03 z I- U w 0 a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 FIRST FLOOR PLAN LIGHTING E -114 MOUNT J -BOX HORIZ. IN BASE AND PROVIDE CONNECTION TO RECEPTACLE IN CASHWRAP SWITCH FOR TV MONITOR VCR, CKT. 1H1-31 EUH #1, CKT. 1A -12 rH b EF #23, CKT. 1H1 -29 E.W.C. CONCEAL J -BOX BEHIND j j UNIT, CONNECT TO EXISTING i j CIRa[ IT iELt j �� MOUNT RECEPTACLE AT +12" ABOVE DISPLAY WINDOW. 'DRAPER' FLEX SHADE SYSTEM MOUNTED ABOVE WINDOW. 1OUNT RECEPTACLE AT +12" A OV JD SPLAY WINDOW. — I SINGLE POLE, DOUBLE THROW I SWITCH FURNISHED BY 'DRAPER',! j INSTALLED BY CONTRACTOR AT +160 ". PROVIDE PERMANENT LABEL "DISPLAY WINDOW SHADE ". MOUNT RECEPTACLE AT +12" ABOVE DISPLAY WINDOW. 'DRAPER' FLEX SHADE SYSTEM MOUNTED ABOVE WINDOW. /.OUNT RECEPTACLE AT +12" A - DISPLAY WINDOW. INGLE POLE, DOUBLE THROW 'SWITCH FURNISHED BY 'DRAPER', j INSTALLED BY CONTRACTOR AT +00 ". ;PROVIDE PERMANENT LABEL i !"DISPLAY WINDOW SHADE ". I TAR --- -1- - -� 1- CaRRIDOR - ---- -- E.D.C. 441, -3 CKT. 1A-J,27 FIT #1-3. CKT. 1A-127 — STEAM IRONS +42" AFF STEAM IRONS +42" AFF TA -26 A O D i I STOCK j1 112 1 11j11 -1 TA -20 TA -18 TA -16 !TA --14 TA- 14,16,18,20 Ilf 1�ii'ilft0., immanentIS.� IUMI Mae VW v IK� 1 3.�Iw11111�1 1 �tI ' ..Ire- :w-c�7..lw, �= v lotti 4'1 E.F. #13 CKT. 11-IWW ENTRY VESTIBULE -ROLLI OR CKT. 1H1-25.27 TA-32 -CC- _ CKT. 1A -2,4, A-2.4_,6__ NEW CONTACTOR ENCLOSURE. EXISTING PANEL GROUP 151'V EXIST. PANEL DP2 120/208V, 3PH EXIST. PANEL 1D 120/208V, 3PH EXIST. PANEL 1H 120/208V, 3PH EXIST. PANEL 1H1 1201208V, 3PH EXISTING EMCP -7 11 -11 -5 TA -32 '-TO Cu #1 ON ROOF EXIST. PANEL EB NEW PANEL. 1H2 120/208V, 3PH 120'208V, 3 1E-17 POS 1 H2 -3 LIGHTS) 1E-1 (POS) 1H1 -12,14 (LIGH 1 Hit- 23�--- - - - - -- E.I.C. #1 -8 CKT. 1A-14,16,1 TM. #1 CKT. 1G-38 - -1E- 1,3,5, NTRY -2D -39,41 E.W.C. CONCEJ -L J -BOX BEHIND'' UNIT. CONNECT TO EXISTING CIRCUIT TA -33 EXISTING EMCP-8 MOUNT TIGHT TO PARTITION. EXISTING PANEL GROUP 1NW NEW CONTACTOR ENCLOSURE. ESPRESSO CAR I CKT. 1H1-32,34,36 E.F. #18 CKT. 1H1 -33 RLSSO7 BAR 1E-12 105 1 H1 -41 1H11---- - - = - -- 1 H2 -7,9 — -1-H2 7 M EXIST. PANEL DP1 EXIST. PANEL 1A EXIST. PANEL 10 EXIST. PANEL 1E EXIST. PANEL 1G 1G-14 Gti,E POLE, DO E T ROW 1H1- 19,21,23 1 SWtTc11 FURNISHED BY' RAPER', 1F121-14N TALLED BY CONTRAC OR AT 1 +60 ". PROVIDE PERMANENT LPt3EL "DISPLAY WINDOW LADE ". IA -27 I `' - A \DBG � I H2 -7 1 E -7 (POS) 1H1-22,24 (LTS.) 1E-10 (POS) 1H2-7 (LIGHTS) 0 1 E -5 (POS) 1H2-2,4 (LIGHTS) 1 E -10 (POS) 11 H2 -7 LIGHTS) 'R I A L 1G -19 1D11 'DRAPER' FLEX SHADE SYSTEM MOUNTED ABOVE WINDOW. MOUNT J -BOX HORIZ. IN BASE AND PROVIDE CONNECTION TO RECEPTACLE IN CASHWRAP (TYP. 2 PLACES) MOUNT RECEPTACLE AT +12" ABOVE DISPLAY WINDOW. 1 H1 -21 1G-16 1G 1G-k5 -- ------- 1 -H2-1= -1-HZ- 1G-14 UP TO 1G-28. SEE SHEET E -114. 1H1-25,97 1 UP TO 1H-22. SbiE 1H1-22, SHEET E -114. i PROVIDE RECEPTACLE N,226 6 ' CASEWORK FOR POS. COORDINATE i EXACT LOCATION AND MOUNTING REQUIREMENTS WITH CASEWORK j I 1 H2 -12, �. 0 CONg2_I RACT AND NORDSTROM 6 i3A I �'' ISC ). ✓ ��� tiiipi:; e 1H2-2,4,6 MOUNT HORIZONTALLY IN BASE (TYPICAL). ! i 1H1 -19 ROLLING DOOR CK T .1 H1 -25,27 J 1 H1 -115 1H1-05 WP. 1H1 -19 =6 (POS) 1H2-9 (LIGHTS) 1E-9 (POS) 1H2 -8,10 (LIGHTS) BAYS 1E-6 (POS) 1 H2 -9 (LIGHTS) 120/208V, 3PH 277/480V, 3PH 120/208V, 3PH 120/208V, 3PH 120/208V, 3PH SINGLE POLE, DOUBLE THROW SWITCH FURNISHED BY 'DRAPER', INSTALLED BY CONTRACTOR AT +60". PROVIDE PERMANENT LABEL "DISPLAY WINDOW SHADE". MOUNT RECEPTACLE AT +12" ABOVE ■ DISPLAY WINDOW. 7-\ r 'DRAPER' FLEX SHADE SYSTEM .tc.,:? -MOUNTED ABOVE WINDOW. MOUNT RECEPTACLE AT +12" ABOVE _DISPLAY WINDOW. E.D.C. #1 -9 CKT. 1A-14,16,18 T.F. #2 CKT. 10-40 'G -27 1 -17 to 1H1 -1 - -�f -- - - - - -- rJ�3 I J' Y STORAE. D8 \(TYP.) 100 1H2-12,14 1 H2 -8,10 2G -25 L MOUNT HORIZONTALLY j-- IN BASE (TYPICAL). X71 SUMP PUMP CKT. E rvi 1 -7 ,, I ri ' l 1 I I mS 1 -�- i I __ _ I� ESCALA OR SEMN D15 r2G -2T 70-71 WEAR NO 150B C2 1C-21 ENTRYI�.�!� VET -f;€-- I ! 15( I 141 2G-33 TE2-4 ESF ALATOR ` 11516 1D04 TE2 -4 G - -25 2G-35 0 11 SUMP PUMP CKT. EM1 -7 ° 1H1 -155 UP TO 1G-39. SEE SHEET E -114. SWA -7 1 SWA -7 SWA -7 1D -1014 _ Dnn MOUNTL�ipRIZONTALLY IN BASTT). SW 41 s 1G-18 MOUNT RECEPTACLE AT +1 ABOVE DISPLAY WINDOW. 11 t E_ 11SPL4Y I W! OIWs 'DRAPER' FLEX SHADE 1 _`"'�` SYSTEM MOUNTED ABOVE WINDOW. UP TO 1H-30. SEE SHEET E -114. 1D09 V \'S SHOES v F -N'S LR\ S \GS _I- STORA I � DIS-P -LA •�l MOUNT RECEPTACLE AT +12" ABOVE DISPLAY WINDOW. 'DRAPER' FLEX SHADE SYSTEM ' MOUNTED ABOVE WINDOW. 1_ t 1D08 1D07 1111 Mal 1111 1D06 1F-19,21 E.F. #16 COPY MA, CHINE CKT. 2G441 MOUNT RECEPTACLE AT +12" ABOVE DISPLAY WINDOW. SINGLE POLE, DOUBLE THROW SWITCH FURNISHED BY 'DRAPER', INSTALLED BY CONTRACTOR AT +60". PROVIDE PERMANENT LABEL "DISPLAY WINDOW SHADE". E.F. #17 1H -32 CKT. 1H1-33 E.F. #26 CKT. 1H1-33 MOUNT RECEPTACLE AT +12 "4 ABOVE DISPLAY WINDOW. NORDSTROM SIGN CKT. 1H1- 37,39,41 SINGLE POLE, DOUBLE THRO SWITCH FURNISHED BY 3 'DRAPER', INSTALLED BY CONTRACTOR AT +60 ". PROVIDE PERMANENT LABEL "DISPLAY WINDOW SHADE ". MOUNT RECEPTACLE AT +12" 3 ABOVE DISPLAY WINDOW. 3 NEW MALL SIGN. CONNECT TO NEW EXISTING---_--- - CIRCUITING AS REQUIRED. 'DRAPER' FLEX SHADE SYSTEM MOUNTED ABOVE WINDOW. SWA -7 SWA -9 SWA -11 E2 -2- - SWA -11 SWA -9 A -9 A -11 SWA -11 1 2G -29 SWA -11 yid CO 03 2E -21 TE2 -2 ELEV LOBBY LLY 1 E -19 \IS CLOT VEST 173 1D05 FIT #1-6 CKT. 1A SWA -3 UP TO 1H-5. SEE 317T E -114. SWA -1,3 2E -25 SWi -9 OFF IFFn1i SWA- _ G- 19CORRIDO S\AA -13 E.F. #21- -1 CKT. SWA -2 b 1), 3 b MEN'S THING D R I� S1IA -3 LOADING DOCK. 167 2G- 25,27,29 PROVIDE NEW ELECTRIC FIRE ALARM GONG /BELL ON WALL IN LOCATION OF EXISTING BELUGONG. CITY OF TUKWILA NOV 9,012 PERMIT CENTER ELECTRICAL CONTRACTOR TO PROVIDE MINIMUM OF 75 POWER CONNECTIONS FOR BACKWALL CASEWORK. COORDINATE EXACT CONNECTION LOCATION WITH CASEWORK CONTRACTOR PRIOR TO ROUGH-IN. NOTES- 1. SEE SHT. E-001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. PERMITAND APPROVAL REQUIRED tie 0 ILI — cn O o 0 0 0 co 0 0 co ro 0 CO CO CI) CO CNI 0 0 o co cNi 206 448 4450 E. (r) 0 0 Southcenter WA 98188 as 0 co ce co LLI ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT 0 2012 CALLISON FIRST FLOOR PLAN - POWER AND EMCS E-115 K J H G E D ELECTRIC DOOR STRIKE CONTROLLED BY CARD ACCESS CONTROLLER IN PING /SEC. ROOM ALARM DOOR CONTACT FIRE DEPT. KEYLOCK BOX +6' -6" F.A. ID 67 3 _._ P ALARM DOOR CONTACTS CARD ACCESS READER AIPHONE +60 ", RUN 1/2 "C TO INTERCOM IN FKG /SEC. RM. ALARM DOOR CONTACTS 4 6 7 8 9 10 11 12 13 14 PLANTER ALARM DOOR CONTACTS CORRIDOR STOCK j 112 BREAKGLASS ALARM CONTACT IR DETECTOR raarari►ES1111•11r1•04„. NEW FIRE ALARM ANNUNCIATOR. J -BOX +12 "i SIGNAL CABLE TO VCR EXISTING PANEL GROUP 1SW —Q EXIST. PANEL DP2 120/208V, 3PH EXIST. PANEL 1D 120/208V, 3PH EXIST. PANEL 1H 120/208V, 3PH EXIST. PANEL 1H1 120/208V, 3PH Il��illl �� *4) JANITO 'O7AI 1 /2 "C. UP TO ALTERATIONS TV MONITOR EXISTING PANEL EB, 1201208V, 3PH 1D12A -+f12" ABOVE DISPLAY WINDOW FLOOR. WEST ENTRY I 120E ()ABOVE CEILING At ST RUC A SUNGLASSES 1D12B 1" C. FOR DISPLAY CABLES. 1 I OUNTED FLUSH IN THE FACE OF (SPLAY WINDOW TROUGH. EXISTING PANEL GROUP 1NW EXIST. PANEL DP1 EXIST. PANEL 1A EXIST.. PANEL 10 EXIST. PANEL 1E EXIST. PANEL 1G 1 1 REFR ABOVE r ESPRESSO BAR 105 PROVIDE ALARM CONNNECTION TO JEWELRY I CASEWORK CONTACTS. (TYP)i FEESPiRESS' ST. n ®A 0 MOUNTED DISPLAY 120/208V, 3PH 277/480V, 3PH 120/208V. 3PH 120/208V, 3PH 120/208V, 3PH FLUSH IN THE FACE OF INDOW TROUGH. 8 3 /4 "C. TO SECURITY ALARM ANNUNCIATOR PAN . L IN PKG /SEC. ROOM MOUNTED FLUSH IN THE FACE OF DISPLAY WINDOW TROUGH. BREAKGLASS ALARM CONTACT r 1" C. FOR DISPLAY CABLiES ROLLING DOOR ALARM CONTACT. (TYP OF 2) +12" ABOVE DISPLAY WINDOW FLOOR. PIR DETECTOR AT +8' -0" AFF { DI SHEAR 1D11 DB (AGS I � 6 AY S o A COSVET CS d� 6 BAYS A J -W- RY if• 6 BAYS 1D14 E 0 1D01 j 6 BAYS RA A v =\IS SPORTSW DISPLAY, STDR AR 1D02 1D03 \ IBRAKGLASS ALARM !CONTACT l , PROVIDE NEW INTRUSIOf� ALARM HORN MOUNTED , IN CEILING. CONNECT T9 EXISTING INTRUSION ALARM SYSTEM. MALL FIRE ALARM SYSTEM SUPERVISORY CONNECTION. VERIFY EXACT L CATION AND CONNECTION RE UIREMENTS WITH MALL REPRESENTATIVE PRIOR TO BID. F.A. ZONE 95. 6 BAYS A 6 BAYS F.A. ID 51 +12" ABOVE DISPLAY WINDOW FLOOR. O 8 MALL ENTRY A! 100 UP TO 2ND F DOR OR DETECTOR. ST' B CONDUIT TO DETECTOR ESCALATOR SEATING 1D15 V S E \'S P=TSWEAR LOOR PTO 2 NORTH ENTRY i 150B PIR A A A ESCALATOR SEA 1D16 A 1D04 A PIR E -302 1 C. FOR DISPLAY CABLES. I 1 DISPLAY WINDOW FLOOR. I t ALARM DbOR- CONTACTS I I f —SIR DETEP T OR. STUB CONDUIT I . AL ARM D�, OR CONTACTS FOR ALIT 6MATI C SLIDING POOR - - - - - --i - — ROLLING!DOOR ALARM CONTACTS I 'AT FLOOR JAMB ON BOTH SIDES i • 'AND *"" ,DING EDGE OF DOOR -- -- -- - - -I — - BI PIANO/VENT WALL PLATE JACK WITH PAANEL MOUNT TOGGLE SWITCHI. PIR DETECTOR. STUB CONDUIT TO DETECTOR PS DISPLAY WINDOW FLOOR. E -302 1 1" C. FOR DISPLAY CABLES BREAKGLASS ALARM CONTACT SHEAR WALL P. Oc. S —OES I I nn tB WOv =1 S 0E5 OUTLET MOUNTED IN FLOOR BOX. VE 1D09 1D08 OUTLET MOUNTED IN FLOOR BOX. B S D9 1D07 0 ®c E \IS STORA 152 r7 C. FOR DISPLAY CABLES. bREAKGLASS ALARM COIITAC T F,R \S 1D06 \GS OFE 1 /2 "Cr A A A A MOUNTE FLUSH IN THE FACE OF 1 DISPLAY INDOW TROUGH. ABOVE CEILING 1 E -302 C 1" C. FOR DISPLAY CABLES. ec B MOUNTED FLUSH IN THE FACE OF DISPLAY WINDOW TROUGH. BREAKGLASS ALARM CONTACT �► PLAY STORAGE 1 177 1 J -BOX ABOVE CEILING FOR SOUND SYSTEM F.A. IDS 44 & 70 1 /2 "C. UP TO UPPER LEVEL 8 F.A .EI-[$ X45 LOBBY c ABOVE E -302 ®c CEILING vE\ I O G F.A. ID 31 ABOVE CEILING 1D05 Oc 1/2"C. 1/2"C. BP EXIST. PAIR L SWA \,3P. .4- r, alb FEHC 1/2'C uP 112 "C. UP AT STRUCT. GS cI MEN'S CLOTH F.A. IDS 13 & 26 U +8' -o" C7 ;VV STUB OUT 1/2''C.O. ABOVE CEILING BRASS RAIL AMPLIFIERS] AND TAPE DECK AT +76" AFF 112 "C. NITE BELL LOADING DOCK 167 ALARM DOOR CONTACTS ALARM DOOR CONTACTS F.A. ID 64 AT ® STRUCT. A F.A. ID 65 7 LJI_ CONIECTION TO EXISTING POST` INDICATOR VALVE (PIV), VERIFY EXACT LOCATION IN FIEL PRIOR TO START OF WO , F.A. ID 17. $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME bii3 � RECE& v tLI CITY OF 1 !I<V1/11 A Nnv 1 6,.2012 PERMIT CENTER NOTES' 1. SEE SHT. E -001 FOR > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. SEPAp, PERM.D APPROVAL REQUIRED COPYRIGHT © 2012 CALLISON V z i 0 cc H N w O oz CONSULTANT: O0) 0 - M M M O O M M CC) (O 00 CNI tV www.nordstrom.com CO CALLISON www.callison.com 4 0 (f) z SOUTHCENTER (005) cif 2 CD d Tukwila, WA 981' 88 PROJECT NUMBER ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 FIRST FLOOR PLAN SOUND, SECURITY AND FIRE ALARM E'.116 K H G F E D SH1 -2 -1 -03 (2) 3 "C. SLEEVES AT STRUCTURE FOR TELEPHONE CABLES. SEE 2ND FLOOR FOR CONT. 3 PLANTER E -302 .51_8" STOCK 112 / 3 ACC +5' -8” SH1 -2 -1-32 STAIR 152 WEST ENTRY VESTIBULE r-- 'STORAGE TAILOR/ ALTERATIONS 134 UP JANITO LI GMEESEM MingiEM ISH1 -2 -1 -06 SH1- 2 -1 -26 VH1 -1 -5-39 SH1 -2 -1 11 SH1_ -1 -25 - -_CAMERA_ R OAN SUPPLIES ACCESSOR PH1 -1 -5-14 VH1.1 -5-15 1r. Ali ZIOESMENI 1 -z7 1 IsHt- z - ISH1 -2 -1 -07 ISH1- 2 -1 -16 SH1- 2 -1 -18 WEST ENTRY SH1- 2 -1 -12 1D12A 1206 SH1 -2 -1 -08 PH1 -15 -06 PH1 -1 -5 -07 VH1 -1 -5-08 VH1 -15-09 RISER CONDUITS (SURVEILLANCE VIDEO) -�Y SH1- 2 -1 -15 1 (TYP) 1D12B SH1- 2 -1 -19 PH1 -15-43 1VH1 -1 -5-44 T4 PHI -1 -5-01 VH1 -1 -5-05 VH1 -1 -5 -02 IVH1 -1 -5-03 1 1 `b 1 ®PRESS MBAR ISH1 -2 -1 -02 • VD: rW iI PH1 -1 -5-19 VH1 -1 -5-20 VH1 -1 -5-21 SH1- 2 -1 -28 PH1 -1 -5-47 PH1-1-5-48 VH1- 1-6-01 VH1 -1 -6-02 SH1-2-1-31 T4 SH1- 2 -1 -17 ISH1-2-1-30 ISH1 2 -1 -10 PH1 -1 -5-22 VH1 -15-23 ISH1- 2 -1 -20 ISH1- 2 -1 -21 SH1 -2 1 -14 RA L v - \IS SPORTSWEAR PH1 -1 -5-24 VH1- 1 -5 -25 VH1 -1 -5-26 PH1 -1 -5-27 VH1 -1 -5-28 VH1-1-5-29 1SH1- 2 -1 -24 ISH1- 2 -1 -29 1D02 1D03 CONFIRM EXACT DEVICE LOCATIONS 2" TELEPHONE SERVICE TO REMAIN (2) 4" CONDUITS FOR EXPANDED SERVICE ISH1 -2 -1 -09 1 1 SHEAR WALL ISH1- 2 -1 -22 ISH1 2 -1 -23 I$M-4 -1-04 SM -4 -1 -03 SM- 4-1 -19 ON E -303 ;Ye ESCALATOR SEATING 1D15 IPM-3-2-08 1 (TYP) SPORT VAR ISM- 4 -1 -22 VM-3-2-09 NORTH ENTRY 150B __110R TEL _ENTRY_ 1 VESTIBULE 150A 1 1 1 VM- 3-2 -15 } SM-4-1 -01 MALL ENTRY T4 100 / 1 / I / / / I TAP -1el SM.4 -1 -02 r. LM3 -1.19 LM-3-1-20 LM-3-1-21 LM-3-1-22 LM-3-1-23 LM-3-1-24 1 FOISi STORAGE ESCALATOR SEATING 11 11 MOUNT HORIZON' I' -IN - BASE-- - - - - -- 1D16 -J i t 1D04 ISM- 4 -1 -20 PM- 3-2 -10 PM- 3 -2 -11 VM- 3-2 -12 VM- 3-2 -13 r - -i - - - - - - - - - - - - -- E I SM- 4-1 -14 IVM- 3-1 -26 — \ SM -4-1 -23 ISM -4 -1 -07 - -SHEAR WALL BP. SHO 1D09 PM-3-1-07 =S SM-4-1 -08 W S 0 v 0 1D08 IW E \IS VE S \IS OES is 1D07 \�S 1D06 ISM- 4-1 -24 SM- 4-1 -25 ISM- 4-1 -15 ISM- 4-1 -26 VM3 -1 -09 VM- 3-1 -10 PM-3-1-27 PM-3-1-28 VM-3-1-29 VM-3-1-30 SM-4-1 -16 ISM- 4-1 -10 1 PM-3-2-02 VM -3 -2 -03 IVM- 3-h -12 1 IVM-3-1-32 ISM- 4-1 -13 IVM -3 -1-42 NBA- 3-1-48 VM -3-2 -07 IPM -3.2 -06 SM- 4-1 -17 SM- 4-1 -09 SM- 4-1 -12 PM -3-1 -03 VM-3-1-04 Ism- 4 -1 -11 ELEV LOBBY / 145 PM -3-1-43 PM- 3-1-44 VM -3-1 -45 VM-3-1-46 / v - \'S CLOT AP'1d SM-4-1 -18 PM- 3-2 -16 PM- 3-2 -17 VM- 3-2 -18 VM- 3-2 -19 SM -4-1 -27 1D05 PM -3-1 -05 VM-3-1-06 V SOUND CABINET PM-3-1-39 VM- 3-1-40 M- 3-1 -34 IF V V = M -31 -34 —• - PM-3-1-35 VEST FEC BENCH 146 INCH VEST VEST FEC 162 ISM- 4-1 -28 WEB HUB POS CORRIDOR MEN'S CLOTHING D R s IVM- 3-2 -21 SM- 4-1 -33 IVM- 3-2 -20 / \\ / \ 5 ACC ;`, ISM-4-1 -29 SM-4-1-32 LOADING DOCK 167 TELEPHONE BAKBOARD COORDINATE LQCATION WITH NORDSTROM LOSS PREVENTION PRIOR TO START OF WORK. REL4-..vt L} CITY OF TI I6l.1irLA Nni 1 , ?012 PERMIT CENTER NOTES. 1. SEE SHT. E -001 FOR > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME EPARATE ERMIT AND APPROVAL REQUIRED COPYRIGHT (2) 2012 CALLISON 0 0 V 0 Z� —a) y fg CO Ili 4_7 W a) z �W� a 0 a3 —) cn z O Q 0 o Z co 0 0 co 0) 4 t0 a) 206 448 3376 206 448 4450 O (Z) D 0 z 0 0 SOUTHCENTER 2 Southcenter 0 0 WA 98188 0 0 ISSUED / REVISED DATE FIRST FLOOR PLAN - TELECOMMUNICATIONS E -117 I , 1 1111. 1LIR 1 1111 EECO 1D04 ISM- 4 -1 -20 PM- 3-2 -10 PM- 3 -2 -11 VM- 3-2 -12 VM- 3-2 -13 r - -i - - - - - - - - - - - - -- E I SM- 4-1 -14 IVM- 3-1 -26 — \ SM -4-1 -23 ISM -4 -1 -07 - -SHEAR WALL BP. 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Y -i I__ -I I X51 - -i � -i _�` -Na► = r- 2C-1S4 1 1 1 k= �i ANA-5 2t ti r tu�r P 2A -1A T •_ -I- en Ii , \_ ✓1J:12 41411 3DF1?' � • 1 �I 1t -� 1 �u'J _ I_ 11 -1Di II 3D U -,7C, -4 • I� t t W UDDE/2?�� L2A -- 1EXISTING PANEL GROUP 2NE 1 EXIST. PANEL DP3 120/208V, 3PH j EXIST. PANEL 2A 277/480V, 3PH I EXIST. PANEL 2C 120/208V, 3PH • , EXIST. PANEL .2E_ 120/208V, 3PH EXIST. PANEL 2G 120/208V, 3PH Via' s s - - T I '--1-- - --T ban:ibe RE+ r.-;v �D CITY OF T; l8�VV L Nnv 1 x,2012 PERMIT CENTER NOTES: 1. SEE SHT. E -001 FOR 1 > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME �\SEPAgpTE /PERMITgIyp APPROVAL REQUIRED COPYRIGHT © 2012 CALLISON 2 0 cc H w z 0 O O O O a) ti O v- 0 co 0) 303 4300 E O U 0) • O L M W o-° co O CO CO c 0 0 N N II-{L co M M co 0 1- O (!) J J 0 O Z U 0 c o N ,u) J = =1 N c". 206 448 4450 O (if) 0 z rI 0 0 SOUTHCENTER co 2 0 WA 98188 0 0 r) co N N N 0 IY w z 1- U w 1r ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 SECOND FLOOR DEMOLITION PLAN - LIGHTING E -121 AP 10 11 12 13 14 K 3H1-9 J 3H1 -9 FIT #2 -5 CKT. 2A -28 REGIONAL L:- E.W.C. CONCEAL 215 1 ; J -BOX BEHIND UNIT. CONNECT TO EXISTING 3H1-11 POWER 3H1 -11 3H1 -13 0 EDC #2 -5 KT. 2A -27 EXI FIT #2 -7 CKT. 2A -25 - EATER SOFTENER CONDENSAYERIJIAP CKT. TA -5 BOILER CONTROLS CKT. TA -3 -- rt---- - - - - -- EXISTIN3 EDC 2 -7 TO BE REMOVED. EXISTING FIT 2 -8 TO BE REMOVED AND REPLACED. EXISTING' PANEL GROUP 2NW EXIST. PANEL 2D 120/208V, 3P; "I EXIST. PANEL TA 1201208V, 3PH AIR COMPRESSOR CKT. TAI - 8,10,12 VACUUM TANK CKT. I A� 2,4,6 TA- 19,2$,23 0 0 0 —STEAM IRONS (TYP OF 3) V z i O 1- w 0 o 0 0 co 0 ai ca 0 0 0 co co 0 M co 0 N 1- 0 0 0 E o N .a L 0 IL 3 M 0 t0 0 N TA-7,9,11 ON TO E.0 1 WOMEN)iS ACTIV 1 228 iL - - -� I rte\ 1 7 T\� r 4 rL II . , C 11 1 8 ?� : 3H 17 17�� FIT #2 -4 CKT. 2A- TO EUH #1 i, #4 CKT, 2A- _ _. 3H1 -19 CRM OFFICE 218 3H1- 13:. FIT 2 -9 29 TA -27 1A-28 1A-30 1 A -28,30 1G -8 G-10 G -10 E.D.C. #2 -9 CKT. 1A-28 FIT #210 CKT. 1A-30 TA -27 3H1- 8,10,12 1-15 FIT #2 -9 CKT. 1, STOCK 8RRID` #Rc\1 DN STAR 2S1 1A- 28,30,32,36 H E -201 1-I 1 3H1 DE T ENT 5 -5 +12" ABOVE CEILING CKT. 3H1 -26 4,,,.R /FI TING CONSULTANT: 0 .o v0 Z Now tri N � 1,11 W 0 Z 0cn Z .,_. 11✓ 1 L N t9� 11 0 = co 0 co rn CO EF #27 ___CET_3 1-15________ EDC #2-3 CKT. 2A -34 _/......-----=0--=.2_J b = -� J v= - -, 1 1 f 1 1 I L� iiFIT #2- 3.r!.a - - - -- r - -- CKT. 2A-3 r '.° - T-RTT G D �I 4 • // / 111 I \ \\ p ,/ 11 I 1I \ 4 8 I C I 205 ) EL N3H1 -5 I -,_ .a:- L OCCASION /STUDIO 121/S JOH DR 1 2063H1- $41 -1 j== = ■1 I— =_i=ii -- iii -± - - -- 3H1-1 PETIT FOCUS PCI \T ACTIVE A \D SW \T OF VIE G \DIV D,AEIST 3H1 -5A # 3H'I 5 -2D03 EDC #2 -2 CKT. 2A -32 STOCK 245 1 F EDC #2 -1 CKT. 2A -32 - 1 A- 37,39,41,E 38,40,42 \\ IH1- 3H1- 14 14 TO AC -4 _,RESSES • L 7 \ ' 11 r"`�. FITTING 1 _I 1 _I \ I 201 C hi II .--J -16 II 1 II 1 11 I II L_ \ ��_� ,, ��y L \ik =� //l _1\-` ;- / . COT' ROOM - --I CKTS. 1 INDIVIDUALIST / WOMEN S AC [7-911 (2G -5 ° 2C -24 3RESSE BS -5 BS-5 2 E -26 2E- 26,28 --, I /// \\ \_ /// \\ /// \\ /// -T \\ \I P ' —1F •• \\=1P J \�1F./ \_ 3 1 11 II it I 1 1 11 II II 1 1 11 II II I 1 Lf- -,_ __ II4-- -- - - -.11 .--- -11-r= ` —1 - --4 II I `\ II `\ 111 `\ II II I ! \ 1 1 1 \ I I 1 \ 1 1 1 1 \ I I tr= —I LL tr= JLI tr= J mo' h = —I I -'n` BS -7 STOCK Rg -2 1 D7 1 284 x , -: I I 1 D7 11 II II 1 I II 11 II I II II II 1 I D7 ��; / ?J r7 \\ i /rfI zi /// �L ∎. i - N /// \ \∎. /// \1.4-.1.1.111 J G -5 i i ! 3J1 -8 1 TI343941 E.W.C. CONCEAL J -BOX BEHIND UNIT. CONNECT TO EXISTING POWER - -- N`7 1 I----- - ----- I II 1 I - -L X11 2E -28 12G -39,41 O \ARRAT VE - BS -41 FEHC 2A- 29,31,33,35 �- -.- OFFICE BS-10,12 _.1.,x.,..•...E• 7'' i\ / j \ / I \ / l \ i \ /'i' 7 I c-�ih (' j I �`j I t' j I j I (' I�L I n ii I11 r �� rL: �' - LL D11 j �'� I "� I i "` 1 i 1 D7 „ ._r. - . -- —� rJ 1J_/ tJ U../ IJ -I-48 2 6 -# .` \,/ .WOMEN'S TOILET 272 I - r — — ' r - -m / `,/ `./ I -- -1 VEST • f er <r sa n n l:. , r - -Z — — — t arm 1f- -- r— _121_ y F1t'1$- - - Imo, --\ ACC .1,, _ - - =-ii ii - -1r ST I \ II'D�1vip ;—{-i 1 1G -111 1 2 I ; ► JI I 259 / II I 1 , i\ II �I I Lin" —.4\. �' / \\ II-�- � 1 I I / '\ 1 - -u_ I -y NARRATIVE D R V') 0 0 SOUTHCENTER 100 Southcenter Mall Tukwila. WA 98188 = _ = I I -� 1111111111111111111_ 1,1, ,111 -�-`� 17=17 i - -_ 0 z FIT #2 -16 CKT. 2A -29 EDC #2 -14 CKT. 1A-31 FIT #2 -15 CKT. 2A -29 I EXISTING PANEL GROUP 2NE EXIST. PANEL DP3 120/208V, 3PH I EXIST. PANEL 2A 277/480V, 3PH EXIST. PANEL 2C 120/208V, 3PH EXIST PANEL 2E 120/208V, 3PH EXIST. PANEL 2G 120/208V, 3PH RE�y�aa \ 1.i...il�y CITY OF IIJ<1 'tLA Nnv 1111012 RERMITCENTER ISSUED / REVISED GEN BID /PERMIT DATE 11/12/12 NOTES. 1. SEE SHT. E -001 FOR F> FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. SECOND FLOOR DEMOLITION PLAN - POWER AND EMCS E-122 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (c) 2012 CALLISON K J H G F E D B A FIT #2 -4 CKT. 2A- TO EUH #1 3 4 5 7 8 MOUNT TIGHT TO PARTITION. VATER SOFTENER �hT - -T-A- CONDENSA T `P PUMP CKT. TA -5 BOILER CONTROLS CKT. TA -3 EXISTINGj PANEL GROUP 2NW EXIST. PANEL 2D 120/208V, 3PH EXIST. PANEL TA 1201208V, 3PH AIR COKI1PRESSOR VACUUM TANK STEAM IRONS (TYP OF 3) A 31 -I1 -7 3H1 -7 215 3Hi1 EDC #2 -4, CKT. 2A -3 3H1 -9 FIT #2 -5 1 CKT. 2A -28 REGIONAL L.f. E.W.C. CONCEAL J —BOX BEHIND UNIT. CONNECT TO EXISTING 3H1 -11 POWER 3H1 -11 3H1 -11 EF #22 CKT. 3H 3H1- 17 17 -4- 3H1 -21 3H 3H1 -13 EDC #2 -5 KT. 2A -27 EXI FIT #2 -7 CKT. 2A -25 3G -41 -EDC #2 -0! KT. 2A -23 DUMP 23 21 1 EXISTING EMCP-6 CKT. 10-3 MOUNT �--- M U A #2 ' TO PAR CKT. 1G-34 TA- 7,9,11 TIGHT TITION. ON OE.0 A I MN NUM 1G -t12 Obi E+2 U RSA' #4 212 CKT.2A- 3H1 -19 EF #27 _C _KT CRM OFFICE 1 218 3H1- 13 3H1 -13 F ;-1, 1 1! 224 fl 4 H 1A-28,30 E.D.C. #2-9 CKT. 1A-28 FIT #2-10 CKT. 1A-30 aisewr 3H1-8,10,12 9 FIT #2 -9 CKT. A STAR 2S3 CC CC— E -202 3H1- `,91i1,13,15 TO EMCP AT THIRD FLOOR\ v D ST I I ;I MOUNT TIGiiT TO PIARTITION. I vr IF l 31111 -1 2E -5 \ 3H1 -1 EDC #2 -3 CKT. 2A -34 3H OUNCE 3141 -a1 - -- FORM FINII SHIER. CKT. TA -2p SPOTTING BOARD CKTS. TA -31,33 RATIVE /PETI 3H1 -1 EDC #2 -2 CKT. 2A -32 FIT #2 -2 — CKT . 2A -36 STUDIO 121 MOUNT TIGHT TO PARTITION. v 1E -8 SLIM 121 \I \ 1 I \ \ j \ ' \ 2D08 j H f j j ° • I ; ' }--( i I I A-15 2G1 -21 2D02 i13H1 -5 3H 3H1 -5 3H1 -5 \ \ 3H1 \ \ 4ep 3H1 -5 1E-20 2D07 L L EDC #2 -1 CKT. 2A -32 \ 2E -9 3H1 -3 2G -1 r -- 1A-37,39,41, 38,40,42 2G-1! tiff i 3H1 7 T 2G1-3 .e- 9G- 201 SHOP - -D TOP 2E -9 S OP 2G-!3' - 2G- E119 I ,s 202 3H1 -16 3H 2D06 16 3H1- E -302 CKTS. 1 16 2 ACC INDIVIDUAL1S T /WOMEN' i CTi i OCK 1 'o i 1 1 1 w J I � . COT ROOM T TOR MOTOR OPEN 1-6 BELOW -' 2G -1 1 II) _. • {��1�i1w2 1 VEST 2192 S-31 BS -1 BS -11 BS -3 BS -' BS-7 I II STOCK [-246 1 PO EW SAVVY . FIT #2 -20 CKT. 2A -35 2D03 2D05B BS -5 BS -5 BS -5 12G -5 TO AC #3-- T 2G -5 RESS -S y- - - - - -- -5 MOUNT HORIZONTALLY i IN BASE (TYPICAL). // 2G -5 G-5 ----- ------ -NEW-PANE1:12G1- _- ._-r .._.. ND -CONY TO C-L UR EDC #2 -16 ----- � - - - - -- j -- �--C'T: �7� 33 t.b.c I ELEVATOR 1 LOBBY 269 2G -39.41 E -26 TE2 -6 - 1,3,5,39 41 i TO FXISTII\F` POWER EXISTING EVCP-5 4a CO CONNECT 2D05A / / / / ..,1G -11 1G-7,9 1G -7,9 1A -32 OFFICE E -302 2A- 29,31,33,35 MOUNT TIGHT TO PARTITION. - - -2G-7 AUTOMATIC HAND DRYER (ON GFI G-7 CIRCUIT BREAKER)_ 2E -11 N• 11Cl11111111111111s.1=111111111111111_s.1111111111111111111ts -11 VEST .EIGHT EL OR NEW 2G1 -2,4 2 WQME S E -302 EDC #2 -15 EXIST. PANEL BS ! CKT. 2A -31 1201208V, 3PH 1 FIT #2 -16 CKT. 2A -29 EDC #2 -14 CKT. 1A-31 FIT #2 -15 CKT. 2A -29 2G -7 1 +18 ", OFI, TP MOUNT TIGHT TO PARTITION. EXISTING PANEL GROUP 2NE j EXIST. PANEL 2A 'EXIST. PANEL 20 EXIST. PANEL 2E .EXIS . PANEL 2G 120/208V, 3PH 277/480V, 3PH 120/208V, 3PH 120/208V, 3PH 120/208V, 3PH bur PERMIT CENTER ELECTRICAL CONTRACTOR TO PROVIDE MINIMUM OF 50 POWER CONNECTIONS FOR BACKWALL CASEWORK. COORDINATE EXACT CONNECTION LOCATION WITH CASEWORK CONTRACTOR PRIOR TO ROUGH-IN. NOTES: 1. SEE SHT. E-001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. SEPARATE PEFINTAND APPROVAL REQUIRED COPYRIGHT (0 2012 CALLISON 0 o co 0 Lu 0 ism re co 111 co co coo co co 2 a To 206 303 4319 206 448 4450 CD Lim (f) 0 as 00 00 00 0 I— Southcenter CO cc ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 SECOND FLOOR PLAN - POWER AND EMCS E-125 10 12 13 14 EXISTING PANEL' GROUP 2NW EXIST, PANEL 2D 120/208V, 3PH EXIST, PANEL TA. 120/208V, 3PH 00) 0 CY) Ci) Cri Cf) 00 Ce) (0 (0 0 0 CNI CNI 11. OILER MEETING/ CONF J 1.,.C; STOCK PERSON STY CORRIDCUL1 I F.A. ID 66 CRki OFFICE RIDOR OCK 241 1 ACC PVM 243 RUN 3/4"C. TO ALARM ANNUNCIATOR PANEL IN PKG/SEC, ROOM— E-202 1fl 2D01 ACC15 NtLERY/COLLE R-4_1 -PROVIDE NEW INTRUSION ALARM HORN MOUNTED j IN CEILING. CONNECT TO EXISTING INTRUSION I ALARM SYSTEM. –3/4"C. UP TO PIR DETECTOR ON 3RD FLOOR. – 3/4"C. DOWN TO \ PIR DETECTOR 1 ON _ THR( OW1'4 UP FR FIRST 0 • PIR DETECTOR INDIVIDU [291 IBIS ACTIVE j STOCK 2192 / 314"C:UP TO PIR DETECTOR -1-L- —0N-3RD ELCICIR\ 4-3/4"C. DOWN TO \ PIR DETECTOR ON 1ST FLOOR. 14-------- II ,,rSTOCK 1 246 Ili J 2D03 2D05B STOCK 2D05A 00 03 v- 00 0) VEST 1 279 -3 TO ALARM ANrif&CIATOR PANEL IN P n.EC. ROOM !OLD 274 CORRiDOR 2 UP TO 3RD FLOOR PKG/SEC. ROOM RECEI RT.- STAIR ETS-31 uP 0 co CN w m 0 w --a 0 0- 276 _ .. ., ... srA .1 I , 2S ,„it .; I II -!EXISTING PANEL GROUP 2NE I EXIST. PANEL DP3 120/208V, 3PH j EXIST, PANEL 2A 277/480\1, 3PH EXIST. PANEL 2C 1201208V, 3PH EXIST. PANEL 2E 1201208V, 3PH !EXIST. PANEL 2G 120/208V, 3PH REGbv CITY OF TUKAIt A WV • 9,E012 PERMIT CENTEF ISSUED / REVISED GEN BID/PERMIT DATE 11/12/12 NOTES- 1. SEE SHT. E-001 FOR > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. A SECOND FLOOR PLAN - SOUND, SECURITY AND FIRE ALARM $$$DESIGN$SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT © 2012 CALLISON E-126 10 11 12 13 14. Z 0 Y/ w Z oZ 0 0 0 DO 0 C CO < d` Cr) O N 7. co 0 N-N N. IH 0) c) Cr) 0 c) co O N 1 ACC _OILER 2"C DOWN TELEPHONE BACKBOARD C UP VH1 -1 -6-09 226 IVH1 -1 -6-22 ;RM O. CE 218 HATCH MOM 4!>.No HAT C H "rrrINMEMNItO.MMIMMIIONMMI+Mr ORRiDOR VNV (2)4 "C AT STRUCTURC ABOVE UP TO HC -1 ON THIRD FLOOR j PH14-6 -25 19' P RACK \D VD SLST ISH1 -2 -1-35 I VH1 -1 -6.06 11111111111 11111,,111 PH1 1-6 -10 PH1 1-6=11 VH1- 1.6.12 LOUNGE F VH1- 1-6=28 N 4h CO SH1 -2 -1-37 SH1 -2- 142 :. I FITTING ?D09 PH1 -1 -6-14 A pp-- Lin /4 mamma .411°'11'11111111 1111111111 G !f rE lll A. , VH1- 1-6 -32 11t1'lll 1 11M1111 VH1- 1-6 -39 VH1- 1 -6 -24 ' STUDIO 121 206 FECI ISH1-2-1-41 :. I 2D01 SH1- 2.1 -33. ISH1 -2 -1-36 1 I-SH1 -2 -1-45 SH1- 2.1-43 \ARRAT P -T T SH1 -2 -1-46 NH1-1 -6 -38 2D08 ISH1- 2 -1 -34. 1 ISHl- 2.1 -38 AI +48" A� V 2D02 SH1- 24.40: IVH1- 1.6-04 1 ISH1 -2.1-04 IVH1-1-6-34 . 1 GORE PENETP.ATiONS UP TO ESA IVH1 -1-6 -08 1 -T RE \ I_ D AC --SS. VH1 -1 -6-19 2D07 SH1 -2 -1 -46 SH1 -2 -1-47. ISM-4-1.34 GALLERY/ IPM- 3 -2 -23 1 VM -3 -3-05 ISM- 4 -2 -03. IVM-3-2-24 -I ISM - 4=1.36. I UP T T HIRt LOUNGE P S I -COP - -D SM- 4 -1 -35 UP FR FIRS • 1?M- 3 -2 -25 2M3 -2 -26 VM- 3.2.27 VM-3-2-28 SM -4 -2 -04 Z 0 c J U 2D06 ISM -4 -1-37 SM-4-1 -39 VM- 3 -2 -22 SM-4-1 -38 PM -3-3 -06 DUA; -.1ST /WO EN' „CT1 VM- 3 -2 -30 STOCK 245 SM-4 -2-05 2192 ISM -4 -2-06. STOCK SM-4-2-07 SM-4 -2-01 .1 2D03 2D058 LM-3-2-39 LM -3 -2-40 LM- 3-2-42 PM-3-3-08 SM- 4-1-48 SM -4 -1 -40 SM-4-1-45 STOCK IVM -3 -2-44 `1'IN }1'1 - — I[1dRi11 1111 A r =ME■ PM-3 -2-46 ISM- 4-2 -08 PM -3 -2163 SM1 -1-48 E -302 SM- 4-1-41 E -303 0 1- 3-2-36 SM-4-1-44 PM-3 -2-48 SAVVY D R VM3 -3.02 VM-3 -3.03 2D05A PM-e =3-10 PM- 3.3-11 VM -g -3-12 V■-j -3-13 W +48 VM -3 -4-20 I / VEST., / OFFICE VEST SM- 4-1-43 OR PO (2)4' C EVES C t RRI0OR IVM-3-2-45 I OFFICE 276 IsM -4-2 -09 I (2)2 "C (UP) RECEIVING/ STA1 00 Oa 262 ANiTOR 264 EW0 4"� . EE °E 257 IVM -3- -14 STAIR (2)4 "C UP TO T E -302 STAiR (2) TEL. CONDUITS RE tiV ta) CITY CF TUKIAl A. tar 19;2012 PERMIT CENT EP ISSUED / REVISED DATE GEN BID /PERMIT. 11/12/12 NOTES: 1 SEE SHT. E -001 FOR FLAG NOTES. 2. 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PERmiraliv APPROVAL D REQUiRED COPYRIGHT (E.) 2012 CALLISON CONSULTANT: IIJ CD co til Lc; I co co co 0 CO 0 cNI cO c0 c0 nr l- u. os 0 -J o cia (f) SOUTHCENTER Southcenter CD CO co CO LIJ 0 ISSUED / REVISED DATE GEN BID/PERMIT 1 1/ 12/ 12 THIRD FLOOR DEMOLITION PLAN - LIGHTING E-131 K J H G E D C B A EXISTING NORDSTROM SIGNAGE RADIANT HEAT PANEL EXISTING NORDSTROM SIGNAGE TERRA` CROWAVI.S UR . 3 H1-36' 38 I I N I I 1 1 1 I I J L I 1 I I I I I I I I I I 1 /\\ I //\ I ,'\ 1 ,'\ I /'\ 1 / \ --� -1 IV-' I - - -L I - - -L./ I - --1V I - -J MOUNT TIGHT TO PARTITION 1 `,/ 1 `,/ (`,/ 1 I 1 `,/ p0}I'I0 y1 II +i6O' FOr VCR AND 1 j rr I I S EREO QUIP G -7,9 4. 1 L' 141-77-\ SS PLUM 3 7,9.11 E- 3H -20 3A -42 $-z. 3H -22 348 WOM1_.I.� EMPLOY1 TOIL 3H -24 342 D1 3H -27 XISTING AP CABINET ' �1 _ 1 3H -3t �3A -3$... �- 1I' ING PANEL 3E I 120/208V, 3PH EXISTING PANEL GROUP 3N«J (LOCATED AT UPPER LEVEL STOCK) EXIST. PANEL DP5 120/208V, 3PH EXIST. PANEL 3A 2771480V, 3PH EXIST. PANEL 3C 120/208V, 3PH EXIST, PANEL 3G 120/208V, 3PH SS PLUM DR AC ES$ p. -3G -1 3G -19 3G -5 3G- MiN1TORS. CORR!DG JAN 339 H -28,30 VEST 338 3H -16,18 EXISTING PANEL GROUP 3SW EXIST. PANEL DP4 120/208V, 3P EXIST. PANEL 3D 120/208V, 3PH EXIST. PANEL 3H 120/208V, 3P EXIST. PANEL 3H1 1201208V, 3P 1?O11 E.W.C. CONCEAL J--BOX BEHIND UNiT,��I E AR i O EXIST IN 1 R 2E- p,10 -•-4 EXISTING EMCP -1 EXISTING EMC P -9 1 1 1 D1h .)U3H -4 PROVIDE BLANK COVERPLATE L.-PROJECTOR REC$PTACLE CKT. 3G -11 I W.P 3G -5 4 I3%35 2_E?1--- 2E- 1-- -2E=1 -- I.G.. I.G. I.G. r( 0 3H- 23,25, 27,29 —1 E ., BAB TO ;D 1 MONITOR CKT, 3G -31 -- CAE F- 3DO8 TO HP -4 I 359 1 E STAIR 2E- 36(REG1 3J1 -9 K1- --EXISTING NQRDSTR M SIGNAGE 22 a.. PAC AGES SE H1 -32 I.n l D6 -1 DIGITAL COUNTER PUSHBUTTON. 1 RE- CONNECT TO EXISTING DIGITAL\ COUNTER <-2 ?1 -------- - - - --F E.W.C. 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CKT. 3D-31 -31 WASHR /DRYER CKT. S- EXISTING TELEPHONE BACK EXISTING P.O.S. BACKBOARD sow Now 1 E -201 RADIANT HEAT CKT. 2A-j10 PANEL TIE EXISTING NORDSTROM SIGNAGE 120./208V,30 1201208V,30 120/20841,30 bo, Ri..YJE vL.J CITY OF TUK' LA NOV 19, 2012 PERMIT CENTER NOTES- 1. SEE SHT. E -001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. SEPgqq 1p QUlgE-Ar p $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (2) 2012 CALLISON CONSULTANT: 0 0 0 CD w L 4.+ v/ L CU a0i 0 0 CO 303 4300 rn M M 0 co CD 0 00 N N II- co 1•- M M co co 0 N F • z 0 cn J J U 0 Z U 0 c N_ O J A a3 Q V 206 448 4450 vir) 0 z SOUTHCENTER 2 Southcenter ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 THIRD FLOOR DEMOLITION PLAN - POWER AND EMCS E -132 K J H G F E D C B EXISTING NORDSTROM SIG NAGE 3 4 5 6 8 9 10 12 13 14 EXISTING NORDSTROM SIGNAGE FA ZONE #31 3/4 "C. TO FA ANNUN. PANEL IN PKG /SEC. ROOM. 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FLOW & TAMPER DEVICES IN 2ND FLOOR STAIR #1 CONNECT TO AIPHONE/ INTERCOM STATION IN PKG /SEC. ROOM. CARD ACCESS READER CONTROLLER SE CUR IYPAD- - - EXISTING PANEL GROUP 3N■'V (LOCATED AT UPPER LEVEL STOCK) EXIST.. PANEL DP5 120/208V, 3PH EXIST, PANEL 3A 277/480V, 3PH EXIST. PANEL 3C 120/208V, 3PH EXIST. PANEL 3G 120/203V, 3PH AP -3f --- 1- -FA- 4E #49 - -- PAGE AMPLIFIER AT +60" A.F.F. , -PjIPHONE �1 L� L i1 359 1 ROLLING DOOR FIREFLY DEVICE STAIR VEST 316 FEC < JS' WEA G RES L J -BOX FOR SPRINKLER RISER CONNECT TO TAMPER & FLOW SWITCH. FA ZONE #31. 1"C. TO F.A. ANNUN. PANEL IN PKG /SEC. ROOM. 3/4 "C. TO SEC. ANNUN. PANEL IN PKG /SEC. ROOM: PUSHBUTTON FOR EMPL. E NTR.`3,NCE- IDO =OP. -S =R K& S ECURI'TY KEYPAD - SECURITY ALARM ANNUN. CONTROL PANELS - -°-- --- ---°�I- PIT WATER ALARM PANEL FIRE ALARM ANNUN. 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(8 PLACES) DT-30 TYP (6 PLACES Ll (a,b) EXISTING PANEL GROUP 31\1\N (LOCATED AT UPPER LEVEL STOCK) EXIST, PANEL DP5 120/208V, 3PH EXIST. PANEL 3A 2771480V, 3PH EXIST. PANEL 30 120/208V, 3PH EXIST. PANEL 3GE 120/208V, 3PH K-7,9,11 \\\ \\\\\ -,\\\ \ EXISTING NORDSTROM SIGNAGE PANE4 120/208V,30 PANEL 120/208V,30 CITY OF TUK.0 ;II A PERMIT CENTER 1. SEE SHT. E-001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. APPROVAL REQUIRED COPYRIGHT (0 2012 CALLISON 0 o CONSULTANT: cc wz cc 0 0 0 o CD • o o 0 0 co co co 0 CNI CO (0 0 0 co 0 CO 0 CNI 206 44 "8 4450 0 0 0 0 0 co u. (f) SOUTHCENTER (005) Southcenter 0 CO CO 0 CO CNI CV 0 O. ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 THIRD FLOOR PLAN - LIGHTING E-134 EXISTING NORDSTROM SIGNAGE rt 3 6 8 10 11 12 13 14 RADIANT HEAT PANE] E -301 SURVEILLANCE VIDEO j CABINET HC1 -2 10' -0' TO BOTTOM 1 OF BACKBOARD - EXISTING NORDSTROM SIGNAGE MOUNT TIGHT TO PARTITIQN. A - -4- GFI, TP LL 3H-20 MOUNT TIGHT 1 1 TO PARTITIOI!V. 31 -20 3H -20 I, 11;1 3H -2p I� XISTING AP CABINET ;HIl 3H-30, A- 38_m__: - r— tr.A r6iiiiiNG PANEL 3E- 120/208V, 3PH 3 3H -34 3 ' =4 H-22 VENDIN 1 13H -27 x;12 3H -27 EXISTING PANEL GROUP 3NW (LOCATED AT UPPER LEVEL STOCK) EXIST. PANEL DP5 120/208V, 3PH EXIST. PANEL 3A 277/480V, 3PH EXIST, PANEL 30 120/208V, 3PH EXIST, PANEL 3G 120/208V, 3PH EQUIP, CABINET UMP /HOI t8 353 , 7,9,41 AC ES SIR S >. ti 3G -5 .... 3GP 3H -25 { 3H -27 CORRID - 8,10,12,14 3H -16 FEHC EXISTING PANEL GROUP 3SW EXIST. PANEL DP4 120/208V, 3P EXIST. PANEL 3D 120/208V, 3P EXIST. PANEL 3H 120/208V, 3P EXIST. PANEL 3H1 120/208V, 3P EXISTING EMCP -1 -- EXISTING NEW FIRE ALARM NAC PANELS. SEE EMPLOYEE LOUNC -291 330 ITO AC -9 AT SECOND FLOOR. -I 3H-23 2- - -2 _E 1- I.G. I.G. I.G. ( 4) :0 CHILDRENS SHO 3H -36 3H -2,4,6 13H -6 E.W.C. CONCEAL J- BOX �I I BEHIND UNIVI I IE Al �TO EXISTING W R a �Ir- 130vS PROJECTOR RE CKT. 3G -11 3G -3 TACLE 31-1-29 2E -1 j E -304 KID'S EAR VIDEO DISPLAY. MOU T RECEPTACLE IN HUT STRU TURF. MOUNT HORIZONTALLY IN BASE (TYPICAL). - / 35 E M 1 -1j` SWITCHBOARD 3 g I 318 ( 31-1- 1,3,5,7 310-5 1 LAS/ 31 31 33 i ..- . V a.t 10 A ID EQUIP E-N . MOUNT RECEPTACLE AT +80 ". KID .2E 3O r, K- 26.28,30 EXISTING NORDSTROM SIGNAGE 2C1 ACES SE,URIT 3H1 SIPLOYEE LOCKED; 3H -31 314 I NEW FIRE ALARM CONTROL PANEL. SEE 3H -3 1 ADMIN R� 3H- A 303_ i I 3H -5 E.W.C. CONCEAL J -BOX BEHIND UNIT I HR CONNECT TO EXISTING POWER EM -3,23,25 31.3 I - I}— r-------- -_ -1 -- ,17,/ 2 , 3J1 -7,9 r K EXISTING ING DIGITAL COUNTER J f� K-32,34 gy r u'a 45' i 90 . K 1 ;30.32,34.3 32J 31-1 -5 CON1 111 111111111 I17 ( 2A- 37,39,41, I . 38,401,42 22,24 5.=1,42 1 K2= 3.5.7,21 #6. +e;0; 13H -3 CUSTOMER SERVICE TTA) 1 2E -20 ° . 4' 2E -20 JL}h i1,. \ I 3H-13,1577- H- 13,.157 a-FT4 I 17,19,21 1 CUSTCif, ERVICE _ H -21 KT. BS-:e_to sL'A JI l: 5 s r'` 1 WRAP CKTS. 2 KITCHEN .51,1 T' t. 4 H. -•'- — - — - — w +4a / pAt,4 L 2 120/208V,30 PANS. k 1201208V,30 - PA L' K1 120/208V,30 1// (MEN'S CR 398 GFI, TP +18„ 3H- 3s 3H- 15 17 171 3H -13 31-1-13 3H -13 3H -1;3 FEHC 1 - VEST 2G -2 2E -16,18 3J -6 — — — — — 3B -8 3B -8 J 3D04 / LOBBY j / ELEVATOR 4 AUTOMATIC HAND DRYER (ON GFI CIRCUIT BREAKER). STOCK 397 BS -14 BS -20 EMPLOYEEBS -1 TRAINING 3J1 -10 * j *1/13 1=111111.101 ill • 1111111111=Itla 2E -32,34 TE2 -8 HOSIERY 1O NEW PANE TE2 CE SUPPLIES STOCK 3J-2 -6J-2,4,6 'FTC VEST 3 2G -10 HQLJSEKEEPING /LAUN 2G -12, 14,16 1 CEI N *% A C.I 385 I BS- 14,16,18, 20,22,24 BS -24 BS-1 E -302 STAIR P.O.S. / TELE ®i -$ 6 ACC Ii GIFTS STOCK 2G -8,10 ■ 36-8,10 EXISTING I EXISTING P.O.S. BACKBOARD TELEPHONE BACK - - - RADIANT HEAT CKT. 2A.10 PANEL 11E WASH R /DRYER CKT. S- E -201 EXISTING NORDSTROM SIGNAGE TO FtMOUNT ARTITIONTIGHT . $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME I a? ltd115! -1 CITY O F NOV 19, 2012 PERMIT CENTER ELECTRICAL CONTRACTOR TO PROVIDE MINIMUM OF 70 POWER CONNECTIONS FOR BACKWALL CASEWORK. COORDINATE EXACT CONNECTION LOCATION WITH CASEWORK CONTRACTOR PRIOR TO ROUGH -IN. NOTES: 1. SEE SHT. E -001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. . -\ SEPqRATE PERIHR REQUIRED D COPYRIGHT (c) 2012 CALLISON O 0 O : I) z ai 2 crn O >Q -c H ti w o °N. O Z �- CONSULTANT: ai a) O 0 M vr Cr) 0 M Co 0 N 1- CD O N N 0 z U 0 N o 1 a c0 U 0) M M O M CD N 0 E 0 O L O c u 206 448 4450 0 va) z SOUTHCENTER (005) 100 Southcenter Mal Tukwila. WA 98188 0 0 ai co N N N cc w m z 1- 0 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 1 1/1 2/1 2 THIRD FLOOR PLAN - POWER AND EMCS E -135 EXISTING NORDSTROM StGNAGE —F.A. IDS 8 & 23 0 0 0 o 0 • Z r 00 2 c 0) O > a F • h z 0 03 N- 43) oZ —(1) 0 0) cM cY) vr c cv) 0 0 M CO (0 (0 0 0 N N u. www.nordstrom.com J-BOX ABOVE CEILING T EIS. E FOR BRAKGLASS DETECTOR MOTHER'S RO STOCK 0 FOR g BREAKGLASS ALARM DETECTORS DOOR CONTACT TERRACE A ING AP CABINET IEN INC �e LARM DOOR CONTACT 1 ACC CORRIDOR .A.f 338 EXISTIN G iN Y (LOCATED AT UPPER LEVEL STOCK) E °S € . PANEL DP5 120/208V 3PH - - EXIST, PANEL 3A 277/480V, 3PH EXIST, PANEL 30 120 /208V, 3PH EXIST. PANEL` 3C 120/208V; 3PH 0 . v Z emu) w Z o w 0 c�(.0o) W c CO) _ —tea) SI z 0 m o p40 NAGE ABOVE CEILING EXISTING PANEL GROUP 3S EXIST, PANEL DP-. 0/208V, 3P EXIST. PANEL 313 120/208V., 3P EXIST. PANEL 3H 120/208V, 3P EXIST PANEL 3H1 120/208V, 3P 6X6X4 SUIFACCIE MOUNT SOUND SYSTEM CABINET A.T 60" AFF, 8"X8" IN -LINE BOX 4 BP BAKWALL E -304 VIDEO DISPLAYS. M co co 0 N 1— 206 448 4450 N 0 L u. NEW FIRE ALARM ANNUNCIATOR. F.A. ID 58 CONNECT TO AIPHO INTERCOM STATION I PKG/SEC. ROOM..,.... FIRE ALAR CONNECTI 'y, MUSIC SHU ' 1 J -BOX FOR V SIGNAL CABLE E -304 3 "C. CONTINUOUS FROM 2X1 VIDEO WALL TO HEADEND (EQUIPMENT CABINET FOR (1 EA.) LOW VOLTAGE POWER CABLE AND (2 SHALLOT E CEED 100' TOTAENGTH. 3D01 3D09 CARD ACCESS READER CONTROLLER SECLIRILT KY_AD F.A. ID 58 ON UP STAIR F.A. ID 58 VEST STUB 1" C. DOWN INTO SECOND FLO R ACCESSIBLE CEILING SPACE. E303 BP BACKWALL VIDEO DISPLAYS. F.A. ID 58 3D11 F.A. ID 59 F.A. ID 73 314 "C TO SEC. AN UN. PANEL IN PKG /SERC. ROOD PUSHBUTTON FOR EMPL. Ii E N- TRANCE -DQOR ST -RIBKE . a, SECURITY KEYPAD 3 /4"C. I O SEg-aCURI ANNUN. P, EL ROOM, KID'S WEAR VIDEO I j E EQUIPMENT. MOUNT JUNCTION BOX ADJACE FVT A STI IJeJLJ CLEAT +800 3/4"C. DOWN To �I PIR DETECTOR IN 2ND FLR PROVIDE NEW INTRUSION ALARM HORN MOUNTED IN CEILING. CONNECT TQ EXISTING INTRUSION ALARM SYSTEM. J -BOX FOR TV MONITOR +48" AFF, SECURITY ALARM ANNU CONTROL PANELS — PIT WAT E R ALARM x 1NGER FULL ALARM 3/4° "C. DOWN 10 PR DETECTOR 1N 2ND • FLR DOWN SECON I A I CUSTOMER SERVICE CUSTOMER `.SERVICE FINGER FULL' ALARM HP 3 F.. ID 79 F.A. ID 6 2 0 V) J U KITCI E 0 Z U O c H 0 ▪ To 1 U Q ✓ � 3/4"C. TO SECURIT' ALARM ANNUN. PANEL IN PING /SEC. ROOM. — — — 368 "C, TO SECURITY ALARM !I ANNUNCIATOR PANEL iN iI PKG /SEC ROOM ALARM CONTROL PANEL HOLD -,UP BUTTON +48" A.F.F.. ALARM DOOR CONTACT CUSTOMER SERVI 111 lel 111 1_M L \G= 3D02 3 �9 I STRUCT NN----- HOLD -UP BU AT DESK 3D05 ELECTRIC VIBRATION DETECTION DEVICE ON HINGED SIDE OF SAFE DOOR (TYP OF 4) —F.A. ID 47 3D04 SINK LC1rBBY TOR V_i ABOVE CEILING VEST E F.A. IDS 9 & 24 EMPLOYEE TRAINING 395 ABOVE CEILING 3D03 3/4 "C. DOWN TO ALARM i J-SO_X_IA 2_N E QOR - -- STAIR #3 2S3 *isa_ :1s._•t1-> ALARM DOOR CONTACT BREAKGLASS ALARM CONTACT 00 Southcenter Ma Tukwila, WA 98188 0 0 CO N N N cc w Z 1— 0 w 0 cc a AT I=O SEI EPING FRS 'T ELF TOR 6 ACC F.A. IDS 7 & 22 u) LDN STAI PrO.S TE1..:EPHO STRU F.A. ID 40 F.A. ID 29 F.A. ID 68 C' Y OF rj 3 ? A• NOV 9,Z012 PERMIT CENTER F.A. ID 60 ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 NOTES 1. SEE SHT. E -001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. THIRD FLOOR PLAN SOUND, SECURITY AND FIRE ALARM E-136 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2012 CALLISON. 10 11 12 13 14 x4'Hx3 /4 "D PLYWOOD BACKBOARD FOR VIDEO SURVEILLANCE CABINET EXISTING NORDSTROM SIG AGE 0 0) d M cM cr) M 0 0 CO CO CD CO 0 0 N N II- IL MOTHER'S ROOM TERRACE Hit PP e TOOK (1)4 "C SLEEVE ABV CLG (2)4 "C UP TO CLG TE -RRACE E -202 VH1.1 -7-03 1 111 11 111 BOY'S D R VE iDU 351 1 ACC CORRIDOR riin JA VEST 338 FEHC SH1 -2- 2-09 EXIST1N IVH1- 1 -7 -19 I ELEC PANEL GROUP EMPLOYEE E.O UNOE PH1-1-6-46 PH1- 1-6.47 ISH1- 2- 2 -10.. _ .I ISH1 -2 -2-07 `.1 ISH1- 2 -2 -11 I A9.3h VH1- 1 -7 -01 N'S EI+P1_0 TOILET KID'S WEAR VIDEO EQUIPMENT. MOULT I OUTLET AND JUNCTION BOX ADJACENT TO RECEPTACLE AT + 80 ". IPIO.NE ILH1- 1- 6-40. 1 0 CD1° ISH1 -2 -2.08 :_ 1 ISH1- 2 -2 -15 3D01 PM-3- 4-02 VM- 3-4-03 3D09 LH1- 1.6-41 CATEGORY 6 HORIZONTAL CABLE TO KID'S WEAR VIDEO EQUIPMENT. PH1- 1 -7 -12. PH1- 1 -7 -13 VH1-14 -14 VH1- 1.7 -15 ISH1, 2 -2 -12. VM- 3-4.05 <. _ REFERENCE CAFE DRAWINGS FOR DESIGN, EQUIPMENT AND FURNISHING IN THIS AREA. INCLUDE ALL DEVICES SHOWN IN BASE CONTRACT. REFER TO CAFE DRAWINGS FOR EXACT LOCATIONS. PM- 3-4-06 STAIR SH1 -2 -2-01 VEST 316 STUB 1" C. DOWN INTO SECOND FLOOR ACCESSIBLE CEILING SPACE. E -201 ISH1- 2 -2 -06 1 DS' W_ AR G RLS VM -3-4-08 -7 -10 IVH1- 1 -7 -11 VH1 -1 -7 -09 J $ 'INC NO-' DSTRO SONAG' PACKAGES SLCURITY PH1- 1-6-42 PH1. 1-6-43 VH1- 1-6-44 VH1- 1-6-45 EMPLOYEE I_OCKE ISH1- 2 -2 -04 F ISM-4-2.26 fsM- 4.2.16 I SM- 4-2 -25 E 0 Z O c N o ,Q U ISM-4-2.17 ISM - 4-2.29 ISM- 4-2 -28 1 OPEN VEST 36 IVM -3 -4-10 RE LRE VM-3-3-27 ISM- 4-2 -14 1 ER SERVICE MEN'S `1 LI \G 3D02 SM-4-2.11 D LAY Pi AY 399 1 4 "C WITH LE CR 398 ISM- 4-2 -13 1 SM- 4-2 -31 3D05 ISM- 4-2 -19 LM-3 -3-381 ISM- 4 -2 -12 .I SM- 4-2.23 VM- 3 -3 -29 PM3 -3 -36 IVM -3-337 1 IVM -3-3-43 3D04 D LOBBY ELEVATOR PM-3-3-44 PM -3 -3-45 VM-3-3-46 PM-3-3-30 PM- 3 -3 -31 VM- 3 -3 -32 VM-3 -3.33 _ PM- 3-4-13 PM-3-414 VM =3 -4-15 VM- 3-4-16 EEC VEST 375 EMPLOYEE TRAINING PM- 3-3-15 3D03 PM -3 -3-16 - PM-3-3-17 PM -3 -3-18 . PM- 3-3 -19 PM-3-3-20 PM -33 -21 - )4 "C SLEEVE (2)4 "C DOWN RECEIVING! c'TA INC 1 ISM -4.233 DNI 6 ACC PM -3 -3-22 PM -3 -3-23. PM- 3- 3.24..... IVM- 3 -3 -25 ; 1 PMO,S.f/ -TEL E -302 ECH.��. TEL / MC CORE FR M 3RD F.R ULS E -202 RECtivizii CITY OF'�i;1� ^. NOV 19, 2012 PERMIT CENTER TELEPHONE BACKBOARD' P.O.S. BACKBOARD ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 NOTES 1: SEE SHT. E -001 FOR FLAG NOTES. 2 ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. A $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (D 2012 CALLISON 10 11 12 13 14 K 2)3 "C AT STRUCTURE ON ST-A!R EXISTING EMCP -3 EXISTING PANEL tGROUP 3N 'V (LOCATED AT UPPER ILEVEL STOCK) EXIST PANEL DP5 120/208V, 3PH EXIST. PANEL 3A 271/4804', 3PH EXIST. PANEL 3C 124/208V, 3PH EXIST, PANEL 3G 12q/2_0 8V, 3P1-1 0 0 0 C.) co Z 0 .. 3 O M Flo H w M n co w o z 0 c I%- 0Z�V)F"{L CU -1 A4 ; 4 A4 COSMETICS FIRST FLOOR UPPER LEVEL STOCK PLAN - DEMOLITION 0 0 0 Z� a) a.. Irg W iu o Zw o D a 1- c H z 0 co o U) U Z co (/) 2 "C DOWN FOR TELECOM AND LOW VOLTAGE SYSTEMS CABLING. STUB UP AT +10'- 0 "AFF. 3G- 38,40,42 3 A4 � A41 j A A41 A4I A A4 A4 A41 41 4 A4 A4 A41 A4 A4 A41 A2 . A, A4 s 4 1 A4 A41 A4 A4 A4 Z 0 —J CALLISON www.callison.com E 1 OFF DISPLAY STORAGE 4A06 D B4/10 0 PASSE r--- -- EXIS1 G EXIST. PA Iti EL EM1 ENERGY MANAGEMENT ECU - -1 PANL PLAY WORKROO I_.IGH T ING OrilaRIDE PANEL. II0 0 0 (0 ELTR ABANDONED AP CABLE AND DEVICE WA RRIDCR STAIR 405 EXIST. PAN PROJECT NUMBER EXIST. MAIN DIST. PANEL "MIDP2 ", 277/480V, 3PH, 3000 AMP _. 27j 3PH + 48" I 4 4 4 4 4 ABANDONED AP CABLE AND DEVICE OPE; O SEL0 EXIST. PANEL 3J120/208V, 3PH EXIST, PANEL 3B277'48OV 3PH NEW 200AS /3P /200AF DISCONNECT NEW XFMR T -9 AT STRUCTUtMOUNTED AE EXISTING EMCP-4 39 39 41 RECti viE CITY OF T" W, A -NOV, PERMIT CENTER ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 MEN'S AND WOMEN'S SHOES FIRST FLOOR UPPER LEVEL STOCK PLAN - DEMOLITION SCALE: 1/8" = 1' -0" THIRD FLOOR UPPER LEVEL STOCK/OFFICE MEZZANINE PLAN - DEMOLITION SCALE: 1/8" = 1' -0" FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. UPPER LEVEL DEMOLITION STOCK PLANS ELECTRICAL $$$DESIGN $SPECIFICATION$$ US$ SUM $ $$$DATE$$$$ $TIME COPYRIGHT 2012 CALLISON E -141 10 12 13 14 SH1,2,2t1.6 ; - - - Jr—EXISTING FDANEL GR0pP 3NW (LC..)CATED AT UPPER 'LEVEL STa EXIST, PANEL DP5 120/208V, 3PH EXIST. PANEL 3A 271/480V, 3PH EXIST. PANEL 3C 12(1/208V, 3PH EXIST. PANEL 3G 1201/208V, 3PH 1 ISH1-2-2-17 COSMETICS FIRST FLOOR UPPER L_EVEL. STOCK PLAN - ELECTRICAL SCALE: 1/8" =11-0" H • RECEPTACLE AND "jUNCTION BOX _EO 11 EXTERIOR PTZ. FOW4-R-SUPPLY. 7.3.a7:311. A4 A4 A4-- A4 A4 A4 4■— A41 AT, A41 A4 A4 3G-384Q42- 4 A41 A41 A A41 , I irrT7A7t A21 A41 A4 A4 1 A4I A4) A41, 1 A41 1 A2F A4I A41 A4F ] A --A74-F 744! , z 0 CALLISON www.callison.com LOCATED IN PASSENGER ELEVATOR MACHINE ROOM ON ROOF/MEZZANINE LEVEL $M-4-2-37 PASSE EXISTING A.T. F.A. IDS 43 &62 ORKROO EXIST. PANEL EMI LIGHTING LCIV-E-RR PANEL. ISM-4-2-38 r$M-4-2-36 1 F.A. ID 57 EXIST. MAIN DIST. PANEL "MDP2'', 277/480V, '3PH, 3000 AMP 277/ EXIN. PANEL MI 27 BEM F.A. ID 38 REL3tivEL) CITY OF 1-(JKlita! A NOV 2012 PERMIT CENTER 1=1:11,=EI 2"C DOWN FOR TELECOMMUNICATIONS AND LOW VOLTAGE SYSTEMS CABLING I -EXIST. PANEL 1.1120/208V, 3PH EXIST PANEL 36277/480V, 3PH RECEPTACIrE AND JUNCTION BOX AT +10'-0" FOR EXTERIOR PTZ POWER SUPPLY. OPENAO BELO NEW XFMR T-9 MOUNTED AT STRUCT-URE- EXISTING EMCP-4 ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 MEN'S AND WOMEN'S SHOES FIRST FLOOR UPPER LEVEL STOCK PLAN - ELECTRICAL SCALE: 1/8" = 1'-0" THIRD FLOOR UPPER LEVEL STOCK/OFFICE MEZZANINE PLAN - ELECTRICAL NOTES. 1 SEE SHT. E-001 FOR 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. UPPER LEVEL STOCK PLANS - ELECTRICAL $$$DESIGN$SPECIFICATION$$$$$$$$$$$$$ COPYRIGHT © 2012 CALLISON E.142 10 11 12 13 14 O 0 0 a) (/) a) a) L 0 O E 0 v O 0 r O • c+ri o • co O O co co p co co c O O N N IH 3 —3 ;34,36 0 .0 LI 0 Z a oC Wes; W Q) Z 11 +J W ca z F--- • - a� J CO • EC 0 z o • I CO v(OO CO N LO M d Q M CO CO • co 4- O 0 CO N N a) F u. TO BC(J-' 1 1 ROpF REPLACEMENT NOTE' 1. COORDINATE ROOF REPLACEMENT REQUIREMENTS WITH GENERAL ND ROOFING CONTRACTORS PRIOR TO BID. REPLACE EXISTING HVAC EoUIPMENT - -- DISCONNECT- SWITCHES, -SERVICE -RECEPTACLES AND- OTHER EQU1' T —. WHICH MAY BE REQUIR O D TO BE R MOVED TO FACILITATE ROOF RERLACEMENT. REPLACE ALL ROOF PEI IETRATION WHICH MAY BECOME DAMAGED 9R WHICH BE REQUIRED TO RE RELOCATED. I i I 1 1 I I 0 Lf) RECEIvE CITY CF°'i I a A NOV 15 2012 PERMIT CENTER ISSUED / REVISED GEN BID /PERMIT DATE 11/12/12 NOTES- 1. SEE SHT. E -001 FOR FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. ROOF DEMOLITION PLAN ELECTRICAL $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (0 2012 CALLISON E -151 10 11 12 13 19 EXTERIOR PTZ CAMERA. COORDINATE EXACT LOCATION WITH NORDSTROM LOSS PREVENTION. SH1 -2 -2-31 3/4" C. DOWN THROUGH ROOF. PROVIDE 75' SPARE SEALTITE CONDUIT FOR CONNECTION TO CAMERA HOUSING. SECURE CONDUIT TO PARAPET WALL. PROVIDE 60' LENGTH OF COMPOSITE CABLE AT ROOF. COORDINATE WITH CAMERA INSTALLER. 0 0 0 r N -+- +. a3 (I) 1 c 1 a) 0 0 0 CD — 38,40,42 ROOF !REPLACEMENT NOTES: j 1 COORDINATE ROOF REPLACEMENT REQUIREMENTS WITH GENERAL ANT ROOFING CONTRACTORS PRIOR TO BID. REPLACE EXISTING HVAC EQUIPMENT DISCONNECT SWITCHES, SERVICE RECEPTACLES AND OTHER EQUIPMENT WHCH MAY BE REQUIRED TO BE REMOVED TO FACILITATE ROOF REPLACEMENT. - REPLACE-ALL-ROOF- PEN ETRATiON RICH -MAY BECOME-DAMAGE-D -OR j ICH - -- MAY BE REQUIRED TO BE RELOCATED. 2. REF=ER TO DETAILS A9 AND Al 1 ON SHEET A518 FOR ROOF PENETRATION DETAILS. I • E Z E 0 Z cn H c o 1- J c6 Q a" V t) ROOF HYDRANT, F.A. ID 32. VERIFY EXACT LOCATION. I 0 0 CO r N " CO N Q) a N C Q CD W U > 2 = Z 0 w 3 0 0 1- te a 3/4" C. DOWN THROUGH ROOF! PROVIDE 75' SPARE SEALTITE CONDUIT FOR CONNECTION TO CAMERA HORSING: SECURE CONDUIT TO PARAPET WALL. PROVIDE 60' LENGTH OF COMPOSITE CABLE AT ROOF. COORDINATE WITH CAMERA INSTALLER. SM- 4.2-40 4p RECEIVE° CITY OF ThK 1A NOV 19,2012 .. PERMIT CENTER EXTERIOR PTZ CAMERA. COORDINATE EXACT LOCATION WITH NORDSTROM LOSS PREVENTION. ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 NOTES - 1. SEE SHT. E -001 FOR > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. ROOF PLAN -. ELECTRICAL $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT © 2012 CALLISON A • E Z E 0 Z cn H c o 1- J c6 Q a" V t) ROOF HYDRANT, F.A. ID 32. VERIFY EXACT LOCATION. I 0 0 CO r N " CO N Q) a N C Q CD W U > 2 = Z 0 w 3 0 0 1- te a 3/4" C. DOWN THROUGH ROOF! PROVIDE 75' SPARE SEALTITE CONDUIT FOR CONNECTION TO CAMERA HORSING: SECURE CONDUIT TO PARAPET WALL. PROVIDE 60' LENGTH OF COMPOSITE CABLE AT ROOF. COORDINATE WITH CAMERA INSTALLER. SM- 4.2-40 4p RECEIVE° CITY OF ThK 1A NOV 19,2012 .. PERMIT CENTER EXTERIOR PTZ CAMERA. COORDINATE EXACT LOCATION WITH NORDSTROM LOSS PREVENTION. ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 NOTES - 1. SEE SHT. E -001 FOR > FLAG NOTES. 2. ALL WORK SHOWN ON THIS PLAN IS EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. ROOF PLAN -. ELECTRICAL $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT © 2012 CALLISON EQUIPMENT RACK Inc HORIZ (UP) RPOS (2)4"C & (1)3"C (DOWN) RELOCATE PCs ON FLOOR TO SERVER RACK (RACK 1). SEE DETAIL 3 ON SHEET E -202. SERVER RACK PBX 12"W LADDER TRAY TEMPORARILY RELOCATE LRE RELAY RACK TO FACILITATE INSTALLATION OF NEW VIDEO SURVEILLANCE RACKS. MAINTAIN ALL LONG RANGE ETHERNET (LRE) CONNECTIONS DURING CONSTRUCTION. AT COMPLETION OF PROJECT, DEMOLISH EXISTING LRE RACK, EQUIPMENT AND CABLING AND RETURN TO OWNER. DEMARC WALL MOUNTED SHELF W/ CISC O 1700 (2)4"C & (1)2"C (DOWN) (1)2 "C (UP) 66 BLOCKS 2 "C (UP) 1- 1112 "C (FIBER, UP) (2)2"C (DOWN) (2)1 "C & (1)3/4 "C (UP) RELOCATE EQUIPMENT RACK PER DETAIL 1 ON SHEET E -202 UPS (POWERWARE) 10" TMGB PC LOCATED ON FLOOR -- ELECTRICALPNL'IE' FIRE EXTINGUISHER 13'''V LADDER TRAY - --WORK BENCH AND SHELVING 1 REMOVE WALL MOUNT SHELVING ABOVE WORKBENCH I (2)2':C ( HORIZ, UP) ▪ \\ I 1 -1 /2 "C (FIBER, UP) 3 "C (DOWN) GROUNDING CONNECTION REMOVE UPS AND RETURN TO OWNER WALL PHONE JACK VOICE JACK 15" LADDER TRAY EQUIPMENT RACK EXISTING TEL / MC ELECTRICAL /. TELECOMMUNICATIONS PLAN SCALE: 1/4" = 1' -0" EXISTING HC -1 ELECTRICAL / TELECOMMUNICATIONS PLAN SCALE: 1/4" = 1' -0" NOT USED NO SCALE 0 0 0 V Z • ,„ — ai O . co E c) a:¢� H � CC Z O O ti o Z 0 0 M M 0 4o 4-- o ca N 0 CO 1• u. 206 303 4319 O .o ✓ 0 �y T — ai N ▪ cn 0 v" Z O U) ao • C-7) Z w Q ILI "CO Q 3 Si , ed Z 0 m www.nordstrom.com • Q O I co CO I- IL 3 REMOVE RMFC AND FIBER ADAPTER PANELS FOLLOWING CUTOVER TO NEW OFC BACKBONE. RETURN EQUIPMENT TO OWNER. WIRELESS CONTROLLER SERVER RACK EQUIPMENT RACK RELOCATE EQUIPMENT RACK PER DETAIL 3 ON SHEET E -202 INTELLEX DVR (1 CAMERA) EQUIPMENT SHELF POE ETHERNET SWITCH REMOVE CABLE MANAGEMENT RING (TYP) e ROUTER CABLE MANAGE , ENT- -- 1 37 ETHERNET SWITCH ' 37 ' 35 r' 3—PA CI-I PAI.fl �T WIRELESS a , 34 3 a 11 , 4 t' ETHERNET SWITCH RELOCATE KEYBOARD AND MONITOR TO RACK 1 PER DTL 3 ON SHT E -202 (BY OWNER) REMOVE EQUIPMENT SHELF & RETURN TO OWNER RELOCATE SERVER TO RACK 1 PER DETAIL 3 ON SHT E -202 (BY OWNER) REMOVE EQUIPMENT SHELF & RETURN TO OWNER EXISTING SURVEILLANCE VIDEO CAMERA POWER SUPPLIES TO BE REMOVED FOLLOWING CUTOVER TO NEW SURVEILLANCE VIDEO SYSTEM KV X11 SWITCH RELOCATE SERVERS IN RACK PER DETAIL 3 ON SHT E -202 (BY OWNER) CAT 6 24 -PORT WIRELESS PATCH PANEL 000000 0 000000 0 RELOCATE FIREWALL TO RACK 2 (BY OWNER) RELOCATE KVM SWITCH TO RACK 1 (BY OWNER) CAT 5e 24-PORT PATCH PANEL HORIZONTAL PDU EXISTING VIDEO SURVEILLANCE ENCLOSURE TO BE REMOVED LLOWING CUTOVER TO NEW 1� . rreraparii FO SURVEILLANCE VIDEO SYSTEM ---- —j .: .I. .:. RELOCATE PCs ON FLOOR TO RACK 1 PER DETAIL 3 ON SHT E -202 (BY OWNER) SERVER ---- - ----�. --.. RELOCATE PC AND MODEM TO RACK 1 PER DETAIL 3 ON 5 SHT E -202 (BY OWNER) REMOVE EQUIPMENT SHELF & RETURN TO OWNER E L .i R i:i " RACK 3 NOTES: 1. SCHEDULE IN ADVANCE THE RELOCATION OF EXISTING EQUIPMENT WITH OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION OF ON -GOING OPERATIONS. 2. REMOVE EXISTING CABLING FROM CABLE MANAGEMENT RINGS MTD ON SIDE OF RACK. ROUTE NEW AND EXISTING CABLING WITHIN NEW VERTICAL CABLE MANAGEMENT PANELS AS SHOWN IN REVISED RACK ELEVATION, DETAIL 4 ON SHEET E -202. EXISTING TEL / MC RACK ELEVATION DETAIL SCALE: NONE EXISTING SECURITY (LP) ROOM PLAN SCALE: 1/41=11-0" EXISTING EAS SYSTEM CONTROLLER TO REMAIN. EXISTING INTRUSION DETECTION SYSTEM POWER SUPPLY TO REMAIN. EXISTING GENERATOR ANNUNCIATOR PANEL. EXISTING ELEVATOR PIT HIGH WATER ALARM PANEL. I STAIR p Q CORRI OR PACKAG SECJRITY EXISTING FIRE ALARM CONTROL PANEL AND POWER SUPPLY TO BE REMOVED. STAIR n 3S1 CORRIDOR E EXISTING INTRUSION DETECTION ALARM PANELS TO REMAIN. NEW FIRE ALARM CONTROL PANEL EXISTING FIRE ALARM POWER SUPPLY TO BE REMOVED. NEW FIRE ALARM NAC PANELS (TYPICAL). RECi E ) CITY OF TUKWILA Nnv 1 y, 2012 PERMIT CENTER EXISTING EMPLOYEE ENTRANCE DOOR ELEASE PUSHBUTTON. EXISTING INTRUSION DETECTION PANELS TO REMAIN. SH1- 2 -2 -28 ISH1- 2 -2 -29 1 1... ELME NEW MANUAL FIRE ALARM PULL STATION. EXISTING MILLWORK TO BE MODIFIED AS REQUIRED TO FACILITATE NEW FIRE ALARM PANEL INSTALLATION. NEW FIRE ALARM NAC PANELS F.A. ID 59 ISH1- 2.2 -27 EXISTING ABANDONED ACCESS CONTROL PANEL TO BE REMOVED. EXISTING GENERATOR ANNUNCIATOR PANEL TO REMAIN. EXISTING HIGH WATER ALARM \ IIL.� PANEL. ARVIN EXISTING PACKAGE SECURITY ROOM ELECTRICAL PLAN SCALE: 1/41=11-0" E -201 W lTY 2G1-12 z 0 rn Q U vik) 0 z E 0 Z 0 o u) 1- a o a co 2 Southcenter 0 0 0 co co N N w z 1- 0 w a F.A. ID 73 EXISTING FIRE ALARM CONTROL PANEL TO BE D27 REMOVED. EXISTING ABANDONED ACCESS CONTROL PANEL TO BE REMOVED. NEW DUPLEX RECEPTACLE FOR PRINTER MOUNTED 12" ABOVE COUNTER. NEW FIRE ALARM SYSTEM PRINTER. EXISTING FIRE ALARM SYSTEM PRINTER TO BE REMOVED. ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 NEW FIRE ALARM CONTROL PANEL ADMIN 1 308 2G1- 6,8,10 NEW FIRE ALARM SYSTEM PRINTER. 1_ NORTH ELEVATION EAST ELEVATION L� NEW PACKAGE SECURITY ROOM. ELECTRICAL / TELECOMMUNICATIONS PLAN SCALE: 1/4' =1' -0" PACKAGE SECURITY ROOM ELEVATION SCALE: 1/4' =1' -0" $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ . $$$DATE$$$$ $TIME COPYRIGHT © 2012 CALLISON LARGE SCALE PLANS AND DETAILS E -201 3 15 "W LADDER TRAY, SECURE TO TOP OF SERVER RACK (2)4 "C SLEEVES 3/4 "Dx4'- 0 "Wx8- 0 "H FIRE- RETARDANT TELEPHONE BACKBOARD (2)4 "C DOWN 15 "W LADDER TRAY 3J1-6,8 +42" 4 6 7 8 9 10 11 12 13 14 RACK 3 SM-4-2-41 N I 8 3t -311 F.A. ID 60 VIDEO SURVEILLANCE RACK (TYP OF 2) { RACK 5 RACK 4 TE -27,29 6 "W DOUBLE -SIDED VERTICAL CABLE MANAGEMENT PANEL (TYPOF2) (2)4 "C SLEEVES TE -23,25 (2)4 "C DOWN 15 "W LADDER TRAY PROVIDE 10" TGB RELOCATED EQUIPMENT RACK MOUNT RECEPTACLE TO SIDE OF LADDER TRAY. PM- 3-4.18 PM- 3-4-19 NOTES: 1. SCHEDULE IN ADVANCE THE RELOCATION OF EXISTING EQUIPMENT WITH OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION OF ON -GOING OPERATIONS. 2. EXISTING EQUIPMENT SHOWN IN LIGHT LINE TYPE. MOUNT ABOVE CASEWORK (2) 300 -PAIR 110 BLOCKS MTD ON BACKBOARD. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. 3/4" FIRE- RETARDANT PLYWOOD BACKBOARD ABOVE WORKBENCH REVISED MC / PHONE ROOM ELECTRICAL / TELECOMMUNICATIONS PLAN SCALE: 1/4" = 1' -0" (2)4 "C SLEEVES UP TO CLG (1)4 "C SLEEVE (2)4 "C DOWN • 6 "W DOUBLE -SIDED VERTICAL CABLE MANAGEMENT PANEL 1 V K3 aI• 7 TE2 -1, 3 F--1 (2)4"C SLEEVES ABV CLG Ti!- ------ - - - - -- 10111111111111111111111111L 11111111111111111111U NOTES: 1. SCHEDULE IN ADVANCE THE RELOCATION OF EXISTING EQUIPMENT WITH OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION OF ON -GOING OPERATIONS. 2. EXISTING EQUIPMENT SHOWN IN LIGHT LINE TYPE. REVISED HC -1 ELECTRICAL 2 TELECOMMUNICATIONS PLAN - SCALE: 1/4" = 1' -O" (4) 50 -PAIR UTP CABLES TO 110 BLOCKS MTD ON BACKBOARD RELOCATED MONITOR & KEYBOARD (BY OWNER) KEYBOARD/ MONITOR COMBINATION EQUIPMENT SHELF RELOCATED KVM SWITCH (BY OWNER) RELOCATED SERVER (BY OWNER) 0 CPU SHELF RELOCATED MODEM (BY OWNER) RELOCATED SERVER (BY OWNER) RELOCATED PC (BY OWNER) CPU SHELF 45 44 43 42 41 39 38 — 37 35 34 u 33 32 31 30 29 - 28 27 26 25 24 423 22 ,21 20 - 19 �- 018 17 16 15 14 13 412 g11 10 2 1 ■10411\ • we 1111 43 42 O 41 0 40 39 t• a 38 37 36 O 35 34 33 32 ! w It 31 30 1111 29 O 3 28 27 - 25 25 w - 24 is 23 22 21 20 1s - N ,a8•II 11 17 16 15 14 13 12 a A 11 10 9 8 7 6 5 4 3 2 1 CAT 6 CABLING TO WORKSTATION DEVICES 6 "W DOUBLE -SIDED VERTICAL CABLE MANAGEMENT PANEL (TYP OF 2) RELOCATED EQUIPMENT RACK 2 RU RMFC WITH (2) 6- DUPLEX LC MM MTP PRE - TERMINATED CASSETTES AND (4) BLANK 44 PANELS 43 42 41 LAN 38 37 LAN 36 LAN 35 1010101 31 30 90 PP#2 27 26 23 22 PP#4 19 18 . —} 15 14 13 VPP#2 11 10 I o00000 0 000000 0 0 • 9 8 7 6 5 4 3 2 Racza RACK 3 NOTES: 1. SCHEDULE IN ADVANCE THE RELOCATION OF EXISTING EQUIPMENT WITH OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION OF ON -GOING OPERATIONS. 2. EXISTING EQUIPMENT SHOWN IN LIGHT LINE TYPE. REVISED TEL / MC RACK ELEVATION DETAIL SCALE: NONE OPTICAL FIBER CABLE MANAGEMENT PANEL ETHERNET SWITCH BY OWNER (TYP) CAT 6 48 -PORT PATCH PANEL (TYP) CAT 5e 48 -PORT VOICE PATCH PANEL (TYP). TERMINATE (2) PAIRS PER PATCH PANEL PORT RELOCATED FIREWALL (BY OWNER) EQUIPMENT GROUND CPI VERTICAL POWER STRIP CATEGORY 6 48 -PORT PATCH PANEL FOR CATEGORY 6 CABLES TO CAMERA LOCATIONS. SEE SIDE VIEW DETAIL 7 ON THIS SHEET FOR ADDITIONAL INFORMATION. CATEGORY 6 48 -PORT PATCH PANEL FOR CATEGORY 3 TRUNK CABLING TO HC -1 -2 CABINET. TERMINATE (4) PAIRS PER PATCH PANEL PORT. SEE DETAIL 7 ON THIS SHEET FOR ADDITIONAL INFORMATION. 1 -RU CABLE MANAGEMENT PANEL (TYP) EQUIPMENT GROUND PER NEC, EIA/TIA STANDARDS 4 40 39 38 37 36 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 RACK 4 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 [ 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 RACK 5 VIDEO SURVEILLANCE RACK (TYP OF 2) WINSTED VERTICAL POWER STRIP TEL / MC VIDEO SURVEILLANCE RACK ELEVATION DETAIL SCALE: NONE �5 19 18 17 16 15 14 13 12 11 10 9 a 7 6 5 4 3 2 0 0 Iioioioic: 1 /r 1i o i o i o i o i! JR CAT 6, 48 -PORT PATCH PANEL FOR CAT 6 CABLES TO CAMERA LOCATIONS CABLE MANAGEMENT (TYP) >-- ,PATCH PANELS AND PATCH CABLE MANAGEMENT BY CAMERA INSTALLER 0 0 WALL MOUNT CABLE MANAGEMENT CABINET CAT 6, 48 -PORT PATCH PANEL FOR CAT 3 TRUNK TO TEL / MC. TERMINATE (4) PAIRS PER PATCH PANEL PORT. EQUIPMENT GROUND PER NEC, EIA/TIA STANDARDS (TYP) RACK REQUIREMENTS: CONTRACTOR SHALL PROVIDE WALL MOUNTED CABINET ASSEMBLY, INCLUDING ANCHOR BOLTS, CLAMPS, RACKS, AND MISC. INSTALLATION HARDWARE. CONTRACTOR SHALL INSURE EACH RACK ENCLOSURE IS EQUIPPED AS SHOWN, AND AS DESCRIBED IN THE SPECIFICATIONS. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED GROUNDING ELECTRODE SUBSYSTEM WITH #6 AWG CU., STRANDED, GREEN GROUNDING CONDUCTOR. HC -1 -2 VIDEO SURVEILLANCE RACK ELEVATION DETAIL SCALE: NONE 3RD FLR STOCK 348 HC -1 0 REMOVE 12- STRAND MM OFC FOLLOWING CUTOVER TO NEW OFC BACKBONE TEL /MC 389 66 BLOCKS TELEPHONE BACKBOARD MC 2ND FLR I 1ST FLR STOCK 220 --2J(3 -PAIR UTP TELEPHONE BACKBOARD #2 RACK 2 100-PA1R UTP STOCK 348 r SHOE STOCK 171 TELEPHONE BACKBOARD #1 NOTE: 1. SCHEDULE IN ADVANCE WITH OWNER'S REPRESENTATIVE ANY WORK REQUIRING EQUIPMENT TO BE SHUT DOWN. HC-1 3RD FLR I 1 1 EXISTING 24- STRAND 50/125 MM OFC (4) 50 -PAIR UTP CABLES (4) 50 -PAIR UTP 66 BLOCKS TELEPHONE BACKBOARD (2) 300 -PAI R 110 BLOCKS TEL /MC 389 I 2ND FLR 1 1ST FLR STOCK 220 SHOE STOCK 171 200 -PAIR UTP TELEPHONE BACKBOARD #2 r+� 24- STRAND 50/125 MM OFC C 1 RACK 3 100- PA1R UTP TELEPHONE BACKBOARD #1 NOTE: 1. EXISTING CABLING AND EQUIPMENT SHOWN IN LIGHT LINE TYPE. 2. SCHEDULE IN ADVANCE WITH OWNER'S REPRESENTATIVE ANY WORK REQUIRING EQUIPMENT TO BE SHUT DOWN. REVISED TELECOMMUNICATIONS EXISTING AND REVISED RISER DIAGRAMS SCALE: NONE (4) 50-PAIR UTP CABLES V z 2 0 1– H w z O o 0 0 0 r— ai z ca) N. 0 0 1 0 o co 0) c0 0 U) 0 .0 ✓ 0 Z 0 4 CA N ILI - ILI 1-1; 0 Z w MIS 00 • co 0) a u) 1(00 •••• ino co 0 N I- 206 co ▪ d' M co 4 .4.. 1- co co 00 z 0 N N N g X coU)I•IL z 0 t1) 1 J U N co PATCH PANELS ON VIDEO SURVEILLANCE RACK SHALL BE INSTALLED ON MIDDLE RAIL LOCATED IN THE CENTER OF THE RACK DEPTH. CATEGORY 6 JACKS OF THE PATCH PANELS TO FACE REAR OF THE RACK. L.L Wu) w g RACK RAILS 0 w —J 1' -4" 0 z co RACK 4 SIDE VIEW 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31. 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10. 8 7 6 5 4 3 2 1 VIDEO SURVEILLANCE RACK ELEVATION DETAIL SCALE: NONE CAT 6 CABLING TO WORKSTATION DEVICES (4) 50 -PAIR UTP CABLES TO TEL / MC 1 -RU RMFC WITH (2) 6 -LC DUPLEX MTP PRE- TERMINATED CASSETTES AND (1) BLANK PANEL ETHERNET SWITCH BY OWNER (TYP OF 4) CAT 6 48 -PORT PATCH PANEL (TYP OF 3) 6 "W DOUBLE -SIDED VERTICAL CABLE MANAGEMENT PANEL 1 :: 39 38 37 36 35 34 MOW I—_- i-+ :: 17 6 VPP#1 5 4 3 1 24- STRAND 50/125 MM OFC TO TEL / MC CABLE MANAGEMENT PANEL (TYP) RELOCATED SWITCH (BY OWNER) RELOCATED PATCH PANEL CAT 5e 48 -PORT VOICE PATCH PANEL (TYP OF 2). TERMINATE (2) PAIRS PER PATCH PANEL PORT. CPI VERTICAL POWER STRIP NOTES: 1. SCHEDULE IN ADVANCE THE RELOCATION OF EXISTING EQUIPMENT WITH OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION OF ON -GOING OPERATIONS. 2. EXISTING EQUIPMENT SHOWN IN LIGHT LINE TYPE. REVISED HC -1. 8 i RACK ELEVATION DETAIL ALE: NONE SCALE: ELECTRIC DOOR LOCK RELEASE PUSHBUTTON FOR EMPLOYEE ENTRANCE DOOR. PUSHBUTTON SHALL OPERATE IN PARALLEL TO PUSHBUTTON IN PACKAGE SECURITY. E -301 SH1- 2 -2 -24 T V /SECURITY ROOM ISH1- 2 -2 -18 1 SH1- 2 -2 -19 SH1- 2 -2 -20 SH1- 2 -2 -21 PLUGMOLD WITH 20A RECEPTACLES 12" O.C. MOUNTED AT +64" VH1- 1 -7 -16 ILH1- 1 -7 -17 N/111-1-7-18 SH1- 2 -2 -22 SH1- 2 -2 -23 I f DETENTION RbOM ® [ EMERGENCY PAGE ENABLE SWITCH MOUNTED AT +46 ". LOCATED TO CLEAR WALL - MOUNTED MONITORS. 4 "X4" 'PANDUIT' TYPE "E" SLOTTED WALL DUCT FROM 2" ABOVE CEILING TO TOP OF COUNTER BACKSPLASH 3H1-2,4,6 1SH1- 2 -2 -25 SH1- 2 -2 -26 RECEPTACLE AND JUNCTION BOX FOR ENTRANCE DOOR INTERCOM POWER SUPPLY. CIRCUIT 3H1 -2. ENTRANCE DOOR INTERCOM MASTER STATION TO OPERATE IN PARALLEL TO MASTER STATION IN PACKAGE SECURITY. NEW SECURITY (LP) ROOM PLAN SCALE: 1/4' =1' -0" PARTICLE BOARD BACKBOARD. ELEC. DOOR LOCK RELEASE PUSHBUTTON FOR EMPLOYEE ENTRANCE DOOR. MOUNT ON UNDERSIDE OF COUNTER. EMERGENCY PAGE ENABLE SWITCH MICROPHONE OUTLET D IX 3‘•8 4 "x 4" PANDUIT TYPE "E" SLOTTED WALL DUCT FROM CEILING TO TOP OF COUNTER BACKSPLASH. EXTEND 2" INTO ACCESSIBLE CEILING SPACE. 4 11 PLUGMOLD. FOURPLEX RECEPTACLE. REG tJ CITY OF TUKWILA. NOV 192012 PERMIT CENTER VOICE OUTLET. FOURPLEX RECEPTACLES AND DATA /VOICE OUTLET. ETD RECEPTACLE AND J -BOX FOR DOOR INTERCOM STATION POWER SUPPLY DOOR INTERCOM STATION $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME 10 NEW SECURITY (LP) ROOM ELEVATION SCALE: 1/2 " =1' -0" :EPARA, APPRir p REQ� � AC COPYRIGHT (0 2012 CALLISON 0 0 z Lt) O O S 100 Southcenter Mal Tukwila, WA 98188 0 0 co N N N w z 1- 0 w ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 LARGE SCALE PLANS AND DETAILS E -202 10 12 13 14 H1- 1 -1 -01, 02 DRAWING SYMBOL EXAMPLE OF LABELING TO "HC1" ORS DATA ICON- PURPLE LAN DATA ICON -RED DIGITAL VOICE ICON -BLUE ANALOG VOICE ICON -GREY LH1- 1 -1 -01 VH1- 1 -1 -02, NOTES: CONTRACTOR SHALL DELETE "L ", "V", OR "Va" WHEN LABELING OUTLETS AS JACK ICON IDENTIFIES JACK USE. TELECOMMUNICATIONS ROOM DESIGNATION RACK DESIGNATION PATCH PANEL DESIGNATION — PORT DESIGNATION H1- 1 -1 -01, 02 H1- 1 -1 -03 ti DRAWING SYMBOL EXAMPLE OF LABELING TO "HC1" LH1- T -1 -01 LH1-1 -1 -02 VH1- 1 -1 -03 DRAWING SYMBOL EXAMPLE OF LABELING TO "MC" WORK AREA OUTLET SCALE NONE LM- 3 -1 -01 LM- 3 -1 -02 VM- 3 -1 -03 VaM- 3 -1 -04 3 1/2".--k• 4 1/4" 11 2 3/4" 11 — - d LO WALL - MOUNTED TELEPHONE DEVICE PLATE. TELEPHONE MOUNTING HARDWARE (FURNISHED AND INSTALLED BY OWNER). TELEPHONE (FURNISHED AND INSTALLED BY OWNER). NOTE - MAINTAIN CLEARANCE AROUND VOICE OUTLET TO ACCOMODATE PHONE INSTALLATION PER ABOVE DIMENSIONS. PROVIDE CLEARANCE FROM RECEPTACLES, SWITCHES, INTERCOMS, CASEWORK, SHELVING STANDARDS AND OTHER INTERFERENCES. WALL MOUNTED PHONE DETAIL SCALE: NONE NOT USED SCALE: NONE NOT USED NO SCALE 0 Z R E 0 1- 0 w� z VP o . O 0 Z`!)(1) H M W o au Z ▪ N co O Cnw 1 W z • (1) 0 ;. • 4-' — =� � � • 0 CO o • d0 C UZCDCOH 303 4300 O N (0 ti M M oo ° 0 CV ROOF PTZ CAMERA PARAPET PTZ COMPOSITE CABLE LABEL: R -02 ROOF MOUNTED PTZ CAMERA AND MOUNT PROVIDED AND INSTALLED BY SENSORMATIC 3/4" SEALTITE CONDUIT FROM ROOF PENETRATION TO DOME MOUNT BY EC ROOF PENETRATION BY ROOFING CONTRACTOR CABLE TRUNK BETWEEN HC -1 -2 AND MC (2) 50 -PAIR CAT3 AND (1) 25 -PAIR CAT3 FREIGHT ELEVATOR MACHINE ROOM - (1) CAT 6 CABLE TO DESIGNATED RACK SPLICE BOX FOR ELEVATOR CAMERA ADJACENT TO ELEVATOR CABLE HARNESS RACEWAY.PROVIDE 110 WIRING BLOCK CONSOLIDATION POINT MOUNTED INSIDE SPLICE BOX. TERMINATE CAT 6 CABLE FROM ELEVATOR HARNESS AND SURVEILLANCE VIDEO CAT 6 HORIZONTAL CABLE ON C4 CLIP. PASSENGER ELEVATOR MACHINE ROOM (1) LE DESIGNATED CAT 6 CAB RACTO K SPLICE BOX FOR ELEVATOR CAMERA ADJACENT TO ELEVATOR CABLE HARNESS RACEWAY.PROVIDE 110 WIRING BLOCK CONSOLIDATION POINT MOUNTED INSIDE SPLICE BOX. TERMINATE CAT 6 CABLE FROM ELEVATOR HARNESS AND SURVEILLANCE VIDEO CAT 6 HORIZONTAL CABLE ON C4 CLIP. ROOF/ MEZZANINE SPLICE BOX FOR LIGHTNING PROTECTION UNITS PTZ POWER SUPPLY (1) CAT 6 CABLE TO DESIGNATED RACK. COIL ENOUGH CABLE AT POWER SUPPLY TO REACH ROOF CAMERA FOR FUTURE APPLICATIONS (TYPICAL) (1) CAT 6 CABLE AND (1) POWER CABLE PER FTV TO DESIGNATED RACK(TYPICAL) EXTERIOR FTV CAMERA Q (1) CAT 6 CABLE AND (1) POWER CABLE PER PTZ (TYPICAL) TO POWER SUPPLY AT DESIGNATED RACK TO DESIGNATED RACK (1) CAT 6 CABLE PER FTV (TYP.) (1) CAT 6 CABLE PER PVM (TYP.) 48 -PORT PATCH PANEL FOR CAT 6 CABLES FROM PVMs, FTVs AND PTZs AND TRUNK CABLES FROM HC -1 -2 ENCLOSURE 16 -PORT PATCH PANELS PROVIDED AND INSTALLED BY CAMERA INSTALLER TEL / MC ROOM 48 PORT 110 PATCH PANEL 48 PORT 110 PATCH PANEL 48 PORT 110 PATCH PANEL 48 PORT 110 PATCH PANEL, NVT POE PATCH PANEL NVT POE PATCH PANEL NVT POE PATCH PANEL MC MC RACK #4 RACK #5 CAMERA POWER SUPPLY 16 PORT • CAMERA POWER SUPPLY 16 PORT CAMERA POWER SUPPLY 18 PORT CAMERA POWER SUPPLY 18 PORT LEAVE 25' COIL AT EQUIP. RACKS POWER SUPPLIES BY CAMERA INSTALLER TO DESIGNATED RACK PACKAGE I (1) CAT 6 CABLE COMM CR SECURITY ROOM ROOM (1) DATA -B CABLE 1 d, (1) CAT 6 LABEL I "KBD -ESA" , CABLE RUN CABLE TO 4 (1) CAT 6 T- (1) CAT 6 BELOW ESA I CABLE CABLE COUNTERd KBD MON PVM PVM PVM CAMERA SYSTEM ESA PVM COMM CR PVM WALL CONTROL STATION. SUSPENDED ROOM PVM MOUNTED AT MONITOR & KEYBOARD FROM CEILING SUSPENDED 5' -8 "AFF ON ESA COUNTER FROM AT WINDOW CEILING SURVEILLANCE VIDEO PLYWOOD BACKBOARD 6'Wx4' Hx3 /4 ", 1 0'-0" TO BOTTOM STOCK 346 48 -PORT PATCH PANEL FOR CAT 6 CABLES FROM PVMs, FTVs AND PTZs 16 -PORT PATCH PANELS PROVIDED AND INSTALLED BY CAMERA INSTALLER 48 -PORT PATCH PANEL FOR CAT 3 CABLE TRUNK TO MC/TEL ROOM 48 PORT 110 PATCH PANEL 48 PORT 110 PATCH PANEL NVT POE PATCH PANEL NVT POE PATCH PANEL NVT POE PATCH PANEL 48 PORT 110 PATCH PANEL CAMERA POWER SUPPLY 16 PORT CAMERA POWER SUPPLY 16 PORT CAMERA POWER SUPPLY 16 PORT CAMERA POWER SUPPLY 16 PORT HC1 -2 ENCLOSURE WALL MOUNTED POWER SUPPLIES BY CAMERA INSTALLER THIRD FLOOR (1) CAT 6 CABLE AND (1) POWER CABLE PER PTZ (TYPICAL) TO POWER SUPPLY AT DESIGNATED RACK TO DESIGNATED RACK (1) CAT 6 CABLE PER FTV (TYP.) PERCAT 6 CABLE PVM (TYP.) TO DESIGNATED RACK LP CAMERA ROOM LP DETENTION ROOM I I (4) CAT 6 CABLES • MON (2) DATA -B CABLE LABEL "KBD -LPC" RUN CABLE TO BELOW LP COUNTER 4-(2) CAT 6 CABLES /(4) LP ROOM 23 "LCD MONITORS MOUNTED ON WALL ABOVE COUNTER. MON t-(2) CAMERA SYSTEM CONTROL STATIONs. MONITOR & KEYBOARD ON. LP COUNTERTOP e. (1) DATA -B ! CABLE LABEL ; "KBD -LPD" : (1) VIDEO i CABLE — I RUN CABLE TO BELOW LP DESK (1)CAT6 CABLE E 4(1) CAT 6 CABLE PVM DETENTION PVM J -BOX BELOW DESK KBD MON CAMERA SYSTEM CONTROL STATION. MONITOR & KEYBOARD ON LP MANAGER'S DESKTOP (1) CAT 6 CABLE TO MC RACK RUN CABLE TO BELOW LP COUNTER KVM KVM INTERFACE LOCATED ON LP ROOM COUNTER 31,9 SECOND FLOOR PROVIDE 3/4" CONDUIT CHASE THROUGH WALL. CUT CONDUIT FLUSH WITH EXTERIOR OF BUILDING. COORDINATE LOCATION OF PENETRATION WITH NORDSTROM LOSS PREVENTION (1) CAT 6 CABLE AND (1) POWER CABLE PER PTZ (TYPICAL) TO POWER SUPPLY AT DESIGNATED RACK TO DESIGNATED RACK (1) CAT 6 CABLE PER FTV (TYP.) (1) CAT 6 CABLE PER PVM (TYP.) I E ;tivto CITY OF TUKVALA NOV 19 2012 PERMIT CENTER FIRST FLOOR CAMERAS, POWER SUPPLIES, RECORDERS, COMPUTERS AND OTHER ACTIVE EQUIPMENT UIPMENT FURNISHED AND INSTALLED BY OTHERS. UTPSURYF!LLAN:.FVID€OQA BLEE RISER DIAGRAM SCALE: NONEH.. CABLE NOTES: 1. LEAVE A 25' SPARE COIL OF CABLE AT ALL FTV CAMERA LOCATIONS ON THE SALES FLOOR 2. LEAVE 25' SPARE CABLE AT ALL OTHER LOCATIONS (I.E. BACKBOARDS, L.P. ROOMS, FTV RACK) 3. TERMINATE EACH CAT 6 CABLE DROP AT THE DEVICE END ONTO A MODULAR PLUG. 4: ALL CAT 6 CABLES SHALL BE LABELED AS INDICATED ON FLOOR PLANS 5. LEAVE 50' SPARE COIL OF CABLE AT ALL PTZ CAMERA LOCATIONS ON THE SALES FLOOR TOTAL CABLE QUANTITIES REQUIRED. 6 SEE FLOOR PLANS FOR EXACT. LOCATION AND TO C QU Q $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ CABLE LEGEND: $$$DATE$$$$ $TIME CABLE BACKBONE CAT 6 CABLE — 18/2 POWER CABLE DATA -B CABLE, BELDEN 88770 OR EQUIVALENT PTZ COMPOSITE CABLE VIDEO CABLE SEPA PE ; 1T ��Il A T P X411 t RER���AL �; wriED COPYRIGHT (c.) 2012 CALLISON EXTERIOR www.callison.com G 0 d 0 (if) CO CO L 03 0 0 C Q .r✓ o CO v 0 1— ca O 0 M CO C CV N w ca w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ELECTRICAL DETAILS E -301 3 -1/ C 48 "4- WHERE 'AIPHONE INTERCOM IS SHOWN ON PLANS 8" 4" , 4 3/4" NOT USED NO SCALE TEMP. SENSORS WHICH ARE IN SALES FLOOR ABOVE SHALL BE VIEW CONCEALED FROM MAIN AISLES, ENTRIES, & ESCALATOR AREAS COORDINATE SCONCE LOCATIONS WITH HORN /STROBES AND TEMP. SENSORS LOCATED ON SAME BUMP/WALL, ETC. TYPICAL GUIDELINES OF LOCATION WITHIN DRESSING ROOMS /OFFICES: 6" } SHORN /STROBE +80" A.F.F. TEMP. SENSOR +66" A.F.F. (OFFICES & DRESSING ROOMS) 0-- u- SWITCH(ES), VOLUME CONTROL, THERMOSTATS +46" A.F.F. -, OUTLETS, +18" A.F.F. DRESSING ROOM ENTRANCE DO NOT LOCATE TEMP. SENSORS AT END OF CORRIDORS IN DRESSING ROOMS. COORDINATE FINAL LOCATION OF ALL ELECTRICAL DEVICES WITH FIRE EXTINGUISHER CABINETS, SHELVING, PARTITIONS, DESKS, BULLETIN BOARDS, ARTWORK, ETC. DEVICES INCLUDE RECEPTACLES, SWITCHES, VOLUME CONTROLS, HORN /STROBES, AND TEMPERATURE SENSORS. HORN /STROBE COVERPLATES TO BE PAINTED THE SAME AS WALL FINISH IN PUBLIC AREAS, INCLUDING: a. ALL SALES FLOOR AREAS b. CUSTOMER SERVICE C. PUB /CAFE /RESTAURANT /ESPRESSO BAR d. DRESSING ROOMS AND RESTROOMS DISPLAY WINDOW LOCATION 11 T.S. 8. KEEP ELECTRICAL DEVICES OFF PRESENTATION RAIL WALLS. 9. REFER TO ARCHITECTURAL INTERIORS, RESTAURANTS, KITCHEN AND NORDSTROM CASEWORK DRAWINGS FOR COORDINATION. 10. WHEN POSSIBLE, ALIGN VERTICALLY ALL ELECTRICAL DEVICES. DEVICE LOCATION COORDINATION CRITERIA NO SCALE 6" EXISTING EMCP TERMINALS TYP. N. EXISTING LINE 120V CKT LINE SIDE EXISTING EMCP PANELS: 24VAC FROM EMCP, 2VA MAX. NEW EMCP PANELS: 24VAC FROM E3 1CP, 2 VA MAX EXISTING PILOT RELAY C. - EXISTING LINE NEW PILOT RELAY 1 N ON • ®• OFF i •NEW LIGHTING CONTACTOR, 1 120V. COIL TYPICAL. CONFIRM VOLTAGE BEFORE ORDERING NEW CONTACTORS. SEE PANEL` SCHEDULES FOR NUMBER OF POLES. low moo mi. low m• OAD SIDE CONTACTOR PIGGYBACK DETAIL NO SCALE EQUAL EQUA SUSPENDED ACT CEILING FIXTURE TYPE "CC" MIRROR FITTING AREA MIRROR DETAIL SCALE AS NOTED RECESSED FIXTURES IN CEILING EQ N A EQ JUNCTION BOX ABOVE A.C.T. CEILING W / 1/2" C. CONCEALED IN WALL DOWN TO BRACKET FIXTURE JUNCTION BOX ABOVE ACCESSIBLE TYPE "B1" FIXTURE TYPE "D" 7' -2" TYPE "0" FIXTURE LIGHTING OUTLET BOX HEIGHT AS INDICATED ON FLOOR PLANS THREE -WAY MIRROR THREE -WAY MIRROR f A ELEVATION NOTES: 1. TYPE "D" FIXTURES SHALL BE MOUNTED AT +86" AFF OR PLATFORM MIRROR DETAIL NO SCALE SECTION A -A ROUND GFRG, COLUMN MICROPHONE OUTLET (WHERE SHOWN ON PLANS) m� HUBBELL 5352 BY CASEWORK CONTRACTOR (IVORY) AT FRONT AND BACK WRAPS IN POV AND NARRATIVE HUBBELL 5352 BY CASEWORK CONTRACTOR (IVORY). LABEL "PC ONLY ". DATA/ VOICE OUTLET (WHERE SHOWN ON PLANS) BY DATA/ VOICE CONTRACTOR. DATA/ VOICE CONTRACTOR TO PROVIDE LOW PROFILE SURFACE MOUNTED DEVICE BOX. SEE SPECIFICATIONS. PH VH MULTI - SERVICE FLOOR BOX OR COMBINATION POKE - THRU DEVICE BY ELECTRICAL CONTRACTOR. SINGLE GANG BOX Ii - - 48 -5/8" - 'AIPHONE' INTERCOM COLUMN OUTPOST E CENTER LINE WALL PHONE MOBILE POS COLUMN OUTPOST CASEWORK TYPICAL AT ROUND COLUMNS AT MIRRORED SQUARE COLUMNS, MOUNT OUTLETS HORIZONTAL, CENTERED IN BASE. TYPICAL DEVICE LOCATION AT MPOS COORDINATION AT COLUMN _ OUTPOST NO SCALE TELECOMMUNICATIONS CONDUIT OR CABLE. PH VH f B DATA AND VOICE CA LES PROVIDED BY DATA CONTRACTOR. ATTACH SECURLY AND NEATLY IN BACK OF CASEWORK. TYPICAL BOTH SIDES. NOTES: 1. DETAIL OF CASHWRAP IS FOR FRONT OR ISLAND WRAP, BACKWRAP OR THOSE AGAINST WALL WILL BE SIMILAR. 2. PROVIDE SPIRAL WRAP PROTECTION FOR ALL DATA/VOICE CABLING WITHIN CASHWRAP. JUNCTION BOX IN CASEWORK BY CASEWORK CONTRACTOR. FLEX CONDUIT WITH EQUIPMENT GROUNDING WIRE BY CASEWORK CONTRACTOR. DATA/ VOICE OUTLET (WHERE SHOWN ON PLANS) BY DATA/ VOICE CONTRACTOR. DATA/ VOICE CONTRACTOR TO PROVIDE LOW PROFILE SURFACE MOUNTED DEVICE BOX. SEE SPECIFICATIONS. HUBBELL 5352 BY CASEWORK CONTRACTOR (IVORY). LABEL "PC ONLY ". HUBBELL 5352 BY CASEWORK CONTRACTOR (IVORY) AT FRONT AND BACK WRAPS IN POV AND NARRATIVE MINIMUM 48" LENGTH OF FLEX CONDUIT BY CASEWORK CONTRACTOR. FINAL CONNECTION TO FLOOR BOX BY ELECTRICAL CONTRACTOR. POS REGISTER (TYPICAL) CASHWRAP COUNTER WIRING DETAIL. NO SCALE NOTE: LEAVE SPARE COIL OF EACH CABLE TYPE COILED BELOW FLOOR BOX, ABOVE CEILING OF FLOOR BELOW, FOR FUTURE RELO- CATION OF POKE -THRU DEVICE. BASE OF CASHWRAP CONCRETE FLOOR OR METAL DECK DATA AND VOICE CABLES TO OUTLETS IN CASHWRAP WALKER FLUSH POKE THRU DEVICE RC7AFF WITH CONDUIT ADAPTERS FLEX CONDUIT TO CASHWRAP rA1951411111111111 c d ° o O 0 0o 0� o o o c o O ° ° ° O ° a O ° °o ° O C o r0 f ° a °O lio 0 O °° • p 0 • 0 0 • a • p • a 00 9 00 0 • pO S -S P.O.S. AND DATA/VOICE CABLES RUN UP IN COMMUNICATIONS SECTION OF POKE -THRU DEVICE. ALL CABLES TO RUN EXPOSED IN PLENUM SPACE ABOVE CEILING TO TERMINATION POINTS. II 11 O 0 11_ 11 0 a 0 O • 0 • • 0 b 0 O °8 0 ,O 0 • • CORE o 0 • :c CARPET ,06 V '0 • . 0 0 ° O O O v 8 ° o ° 0 ° a CASHWRAP SERVICE WITH POKE -THRU DEVICE. NO SCALE O L JUNCTION BOX FOR POWER ATTACHED TO STRUCTURE 3/4" FLEXIBLE CONDUIT EDGE OF WALL 12" - �- co WALL PHONE. CENTER DEVICE ON FITTING AREA OUTPOST. COORDINATE WITH CASEWORK CONTACTOR PRIOR TO ROUGH -IN. EDGE OF MIRROR FITTING AREA mPOS OUTPOST DEVICES AT FITTING ROOM MIRROR NO SCALE METAL STUD PULL CORD TO ABOVE CEILING OR AT STRUCTURE CADDY PLASTER RING SUPPORT CLIP, PROVIDE OTHER MEANS OF SUPPORT WHEN DEVICE IS NOT MOUNTED TIGHT TO STUD. DEVICE PLATE AS NOTED ON FLOOR PLAN PLASTER RING C. DRYWALL' LIMITED VOLTAGE (:j0 OUTLET MOUNTING DETAIL NO SCALE TELEPHONE AND DATA N EF EMCP TERMINALS 24 VAC FROM EMCP, 2 VA MAX IDEC PILOT RELAY` POWER RELAY (120V COIL) CONTACTS RATED FOR FAN SIZE 120 VAC SINGLE PHASE MOTORS LARGER THAN 1/4 HP EMCS LOW VOLTAGE 120 VAC • NO NC IDEC RH3B- U -AC24V RELAY. "PROVIDE ONE FOR EACH CONTACTOR. 120V CKT N • EF• EMCP TERMINALS 24 VAC FROM EMCP, 2 VA MAX FAN Hp RATED RELAY I GE CR2790E100A8 J OR EQUAL 120 VAC SINGLE PHASE MOTORS 1/4 HP AND BELOW LIGHTING CONTACTOR, 120V, COIL TYPICAL SEE PANEL SCHEDULES FOR NUMBER OF POLES: SIMILAR FOR MAGNETIC MOTOR STARTER EXCEPT PROVIDE FUSE PROTECTED 480V/120V STEP -DOWN TRANSFORMER. ON OFF THREE PHASE MOTORS AND LIGHTING EMCS _. RELAY INTERFACE DETAIL pM- 3=1 -01, 02 ENGRAVE WHERE APPLICABLE 7' ■ FAX PRINTER DATA / VOICE / FOURPLEX RECEPTACLE (FAX AND PRINTER) fie r J DATA / DATA-/ VOICE / FOURPLEX-/DUPLEX--RECEPTACLE (PC WORKSTATION) FOURPLEX / FOURPLEX RECEPTACLE / DATA / DATA / VOICE / VOICE (2 MANAGERS) TYPICAL OUTLET CONFIGURATION DETAILS NO SCALE $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ PLUGMOLD MOUNTED ON UNDERSIDE METAL GRID. WIREMOLD V2400 WITH 20A RECEPTACLES 12" O.C. CONNECTED TO ALTERNATE CIRCUITS. (2 CKT) TRACK LIGHT. SEE ARCHITECTURAL RCP PLANS FOR EXACT LOCATION DUPLEX RECEPTACLE 12" ABOVE DISPLAY WINDOW PLUGMOLD, VERTICAL EACH SIDE OF WINDOW ADJACENT TO LIGHT PIPE. WIREMOLD V2400 WITH 20A RECEPTACLES 12" O.C. (1 CKT). JUNCTION BOX OR DISPLAY CABLES AT +12 ". DUPLEX RECEPTACLE RECESSED IN FRONT WALL OF TROUGH (TYPICAL OF 3). STRIP FLUORESCENT FIXTURE IN TROUGH. NOTE: ALL PLUGMOLD AND PLUGMOLD DEVICES SHALL BE BLACK IN COLOR. tA.11-3 --0 RECtivEa CITY OF Ti IKIM A NnV 1 ?012 PERMIT CENTEP ENTRANCE DOOR TO DISPLAY WINDOW (STOCK ROOM SIDE). 'DRAPER' SHADE CONTROL SWITCH, LABEL "DISPLAY WINDOW SHADE" LIGHTING SWITCHES, LABEL "DISPLAY WINDOW LIGHTS" (TYPICAL OF 6). DUPLEX RECEPTACLE. JUNCTION BO X RECESSED IN FRONT WALL OF TROUGH FOR DISPLAY CABLES. \___ADJACENT STOCK ROOM FLOOR. SCALE: NONE $$$DATE$$$$ $TIME SEPA pERRArF. REQUIRE s- D COPYRIGHT (c) 2012 CALLISON 0 0 0 • Z 4) 2 O > N- u.] o o Z - 0 0 M v- v.) 0 cn co 0 N h • CALLISON 0 0 0 co V 0 ei 0 0 D 2 1 w a 0 0 0 o 0 y WA 98188 co H 0 0 PROJECT NUMBER 212283 ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ELECTRICAL DETAILS E -302 FLOOR OR ROOF DECK. e A o o A,. 6 Co .o • e n o•,e oep o06 o•,e oe6 v 6 O • e • STRUCTURAL BEAM OPEN CEILING (STOCK) • 6D • D• O p p D a •D Oop D o D • 0 • 0 SLEEVE CABLE TIES AT MID -SPAN PARTITION OR WALL 1. RUN AT UNDERSIDE OF DECK OR ALONG BOTTOM FLANGE OF BEAMS. THREADED ROD SECURED TO DECK OR BEAM. UNISTRUT spa J -HOOK OR SADDLE SUPPORT z J J w ce 0 0 NOTES: O D p D -. e • V D p D b •.. Y. O p - • • • e v THREADED ROD SPRINKLER- PIPING 18" MIN 51-0" MAXIMUM oeA po • o• p oep °oo, V. ooe • o • v DUCTWORK 12" MIN n p e p o• 0 NO PHYSICAL CONTACT WHERE CROSSING PIPING OR STRUCTURE. /%//%////%/////////////////%//////////////////,/////////////////%////////./%/%///%///////////////////// % / / / / / / / / / / / / / / / / / / / / / / % / / / / /// ffM 0 U 2• . z < U w E 2 ACT OR GWB CEILING ABOVE SUSPENDED CEILING 1. SUPPORT CABLING A MINIMUM OF 18" ABOVE CEILING: 2. ALTERNATE SUPPORT - INDEPENDENT SUPPORT WIRE FROM STRUCTURE TO GRID. USE BATWING TYPE CABLE CLIP. FOR USE WITH SINGLE CABLE SERVING DEVICE IN CEILING. (SPEAKERS, STROBE LTS., ETC:) 0000 0, • • CABLE TRAY WITH SUPPORT BRACKET BRIDLE RING 12" MIN. (TYPICAL) v ao o 0 • o p 0, • e 1 _. ._ .. .. J STRUCTURAL BEAM 0 0• o b, 0 0• a 0,0 0• o D, o 0•o p o 0. 0 0 D• p 6 • . o • co 6 D •.° • D O D• D 6 • A 0 D 6 4.. • o.••.: • o • 1∎ • o • v o • o TWO - LEVEL STOCK -(10) CABLES MAXIMUM UNISTRUT BRIDLE RING OR J -HOOK AS NEEDED 1. AVOID RUNNING LV CABLES IN TWO -LEVEL STOCK AREAS WHEN POSSIBLE. 2. RUN CABLES WITHIN FLUTE OF PAN DECKING OR SUPPORTED ALONG BEAMS AS INDICATED. 3. MAINTAIN MINIMUM 7' -6" CLEAR TO FLOOR AT ALL LOCATIONS: 4. CABLE TRAY IN TWO -LEVEL STOCK MUST BE SPECIFICALLY COORDINATED WITH DESIGN TEAM. 1. SEE SPECIFICATION SECTION 260500 FOR ADDITIONAL CABLE SUPPORT AND SPACING CRITERIA. 2. PROVIDE GROUPED SUPPORTS OR INDIVIDUAL SUPPORTS AS NEEDED. 3: J- HOOKS, SADDLE TYPE SUPPORTS OR CABLE TRAY REQUIRED FOR ALL CAT 6 CABLES PER SPECIFICATIONS. BRIDLE RINGS ACCEPTABLE FOR ALL OTHER CABLES. 4. DO NOT MIX CABLE TYPES WITHIN INDIVIDUAL SUPPORTS. KEEP SYSTEMS SEPARATE. 5. ALL SUPPORTS TO BE RIGID, NO CEILING WIRES ALLOWED. 6. ASSURE 12" MINIMUM CLEARANCE BETWEEN LV CABLING AND ANY PARALLEL BRANCH CIRCUITS. 7. COORDINATE WITH OTHER TRADES TO ASSURE MINIMUM CLEARANCES ARE MET. LOW VOLTAGE CABLING SUPPORT DETAILS NO SCALE PLD POWER TRIP BREAKER. SIZE TAG ON DRAWINGS. INDICATED BY FIXTURE T -BAR CANOPY LIGHTOLIER "9033WH ". PLD POWER TRIP BREAKER. SIZE INDICATED BY FIXTURE TAG ON DRAWINGS. LIGHTOLIER "9033WH" DOUBLE DIRECTION CANOPY FEED (LAY -IN CEILING INSTALLATION ONLY) PLD POWER TRIP BREAKER: SIZE INDICATED BY FIXTURE TAG ON DRAWINGS. T -BAR CANOPY LIGHTOLIER "9099WH ". LIGHTOLIER "9099WH" SINGLE DIRECTION T -BAR CANOPY (LAY -IN CEILING INSTALLATION ONLY) CADDY IDS SERIES SUPPORT. SUSPEND FROM STRUCTURE. PROVIDE MINIMUM TWO SUPPORTS PER INDIVIDUAL SECTION OF LIGHT TRACK. PROVIDE ACORN NUT AND THREADED STUD TO MATCH SIZE OF LIGHTOLIER CLIP STUD. MINIMUM 1/4. CLEARANCE LAY-IN CEILING 1 ,``,•„ i,nuuuuum a e�. LIGHTOLIER "9155WH" IN -LINE CONNECTOR LIGHTOLIER "9108WH" 8' LIGHT TRACK. A LIGHT TRACK AT 90 DEGREE BEND (GYPBOARD OR LAY -IN CEILING INSTALLATION) T -BAR CANOPY. INSTALL SYMMETRICAL ABOUT CEILING GRID INTERSECTION LIGHT TRACK CANOPY ADJACENT POWER FEED LOCATION (LAY -IN CEILING INST ALLATION ONLY) JUNCTION OR PULL BOX BY ELECTRICAL CONTRACTOR. LIGHTOLIER "9108" TYPE "P" 8' LIGHT TRACK. SECURE TO GRID WITH T -BAR MOUNTING CLIPS- JUNCTION BOX BY ELECTRICAL CONTRACTOR MC CABLE BY ELECTRICAL CONTRACTOR LIGHTOLIER POWER TRIP DUAL FEED CONNECTOR "9033WH" LIGHTOLIER "9153WH" VARIABLE ANGLE CONNECTOR W/ 2 #12 WIRES. LIGHTOLIER "9108WH" 8' LIGHT TRACK. r ,t 4gi LIGHT TRACK AT 45 BEND (GYPBOARD OR LAY -IN CEILING INSTALLATION) T -BAR CANOPY. INSTALL CANOPIES IN CENTER OF CEILING TILE WHERE TRACK INSTALLED AT 45 DEGREES TO GRID "FALSE TEE" ROUTED INTO 2X4 CEILING TILE "SUB" OR "MAIN" TEE T -BAR CANOPY. INSTALL CENTERED ON CEILING GRID INTERSECTION LIGHT TRACK CANOPY SINGLE DIRECTION FEED LOCATION S G_ N (LAY -IN CEILING INSTALLATION ONLY) LIGHTOLIER "9149WH" MINI COUPLER. SEE DETAIL THIS SHEET. TYPE "A" LIGHT FIXTURE LAY -IN CEILING MINIMUM 1/4" CLEARANCE LIGHTOLIER "56430WH" DEAD END COVER. LIGHTOLIER "9108WH" TYPE "P 8' LIGHT TRACK FIELD CUT TO FIT. LIGHTOLIER "9149WH" MINI COUPLER. 1' LIGHTOLIER "56430WH" DEAD END COVER. LIGHTOLIER "9108WH" TYPE "P" 8' LIGHT TRACK. FIXTURE DOOR TO OPEN AWAY FROM LIGHT TRACK TYPICAL. TYPE "P" LIGHT TRACK DETAIL (SECTION THRU ACOUSTICAL TILE CLG.) NO SCALE NOTE: SEE ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION. LAY -IN CEILING ICI LIGHTOLIER "9149WH" MINI COUPLER ,40 LIVE END POWER FEED LIGHTOLIER "9148WH" PAINT CLIP TO MATCH CEILING GRID WHERE INSTALLED FOR DIAGONAL TRACK LIGHTOLIER "9189" T -BAR MOUNTING CLIP USE LIGHTOLIER "9188" AT 45 DEGREE BEND. ion STRAIGHT 90° LEFT "' m 90° RIGHT LIGHTOLIER "9155WH" "L "/ IN -LINE FEED CONNECTOR LIGHTOLIER "9151 WH" "T" CONNECTOR JUNCTION OR PULL BOX BY ELECTRICAL CONTRACTOR. LOCATE JUNCTION OR PULL BOX ABOVE ACCESSIBLE CEILING. MC CABLE OR FLEX CONDUIT BY ELECTRICAL CONTRACTOR. GYPBOARD CEILING ;;,;,,,,,,, , 11111111111111111111111111 MINIMUM 1/4" CLEARANCE 111111111111111111111111111000111111 1 •, : illllll 111il lllllll llll 1111!lilllll1lilll1iiillllllill ❑11!!11011 ;;I LIGHTOLIER "56430WH" DEAD END COVER. LIGHTOLIER "9108WH" TYPE "P" 8' LIGHT TRACK FIELD CUT TO FIT. D - LIGHTOLIER "9149WH" MINI COUPLER. SEE DETAIL THIS SHEET. I� LIGHTOLIER POWER TRIP DUAL FEED CONNECTOR "9033WH" LIGHTOLIER "9108WH" TYPE "P" 8' LIGHT TRACK. TYPE "P" LIGHT TRACK DETAIL (SECTION THRU GYPBOARD CLG.) NO SCALE LIGHTOLIER "56430WH" DEAD END COVER. 0 O O N- O ' z w - . -00) 2 M O > Q d d. F- X00 ya▪ .. C)ch w CI 0 4 0 0 z 0 CO N N o (0I-� 0 .o O o Z w H (1) OC W 4-. c m c+i) 0 0 co 0 co c M1 M < c) co co o N a� CF NOT USED SCALE: 1/2"=1-0" NOT USED SCALE: 1/2"=1'-0" MULTIMEDIA OUTLET MOUNTED HORIZ. 6 " ABOVE CENTERLINE SEE NOTE #1. RUN VIDEO SURVEILLANCE CABLE EXPOSED IN STUD. CAVITY AND INTO BACK OF LOW VOLTAGE SECTION OF BOX. DRESSING ROOMS N DRESSING ROOM GRAPHIC P.V.M. --+9'-0" AFF TO CENTERLINE PVM MOUNTING BASE. PROVIDE PLYWOOD BLOCKING AS NECESSRY FOR MOUNTING OF PVM. /DRESSING ROOM CASED OPENING BELOW/ ELEVATION DRESSING ROOM PVM PVM MOUNTING DETAIL SCALE: NONE SUSPENDED ACP CEILING RUN VIDEO SURVEILLANCE CABLE EXPOSED IN STUD CAVITY AND INTO BACK OF LOW VOLTAGE SECTION OF BOX. P.V.M. MULTIMEDIA OUTLET MOUNTED VERTICALLY 6" OFF CENTERLINE SEE NOTE #1. GWB SOFFIT 0 PVM MOUNTING BASE. PROVIDE PLYWOOD BLOCKING AS NECESSARY FOR MOUNTING PVM. NOTE: SEE ARCHITECTURAL DETAIL FOR EXACT LOCATION ELEVATION NOTES ENTRY PVM 1. PROVIDE HUBBELL JLOAD MULTIMEDIA OUTLET WITH DIVIDED BACKBOX, SIMPLEX RECEPTACLE, CAT 6 KEYSTONE JACK AND BLANK INSERT -BLACK OR WHITE TO MATCH FINISH. WHITE: RJ62WTR/OR- KS6A- 88/0R- KSB10 -88 BLACK: RJ62BKTR /OR- KS6A- 00/0R- KSB10 -00 BACKBOX: HUBBELL RJ600 METAL STUD FRAMING CONCEAL MC CABLE OR CONDUIT FROM VIEW LIGHT FIXTURE FASTENED THRU GWB TO FURRING TEES FIXTURE TYPE "T" OR "V" N \ O 0 1 O GWB FURRING TEES 0 O O 11 O "'°91111:1G=191CiCC=211111 C kaIICI UCEENU 91{iii%i IZIEENTUI ICHIIII. ACOUSTICAL CEILING TILES VARIES 6" SEE ARCHITECTURAL DETAIL G11 / A -807 LIGHT COVE DETAIL NO SCALE SHEET METAL BACKING/ BLOCKING AS NECESSARY FOR ATACHMENT OF LIGHT FIXTURES bD3b8 NOT USED NO SCALE • 0 Z 9. O c N0 ca 1 J To Q . t� 3 206 NOT USED NO SCALE METAL DECK r ERICO CADDY "SCH" SERIES STRUT CLAMP MOUNTED TO ERISTRUT MC CABLE STRUCTURAL BEAM MC CABLE (TYP) - ERICO CADDY "SCH SERIES STRUT CLAMP MOUNTED TO ERISTRUT BEAM CLAMP ERICO CADDY "SCH" SERIES STRUT CLAMP MOUNTED TO ERISTRUT ERICO "ERISTRUT ERICO CADDY "SCH" SERIES CABLE STRUT CLAMP TIGHT TO UNDERSIDE OF DECK 1 ALL LOCATIONS ALLOWED. 2 RUN ABOVE BEAMS WHERE POSSIBLE 3. RUN WITHIN FLUTE OF PAN DECKING WHERE POSSIBLE. .. - ..i 44 . k•I. Al. k• AL • At ► ®i 4 _ Ina nO iota, 66, non, Y MC CABLE. (TYP) LARGE - CAPACITY SUPPORT tier THREADED ROD TO STRUCT. GENERAL NOTES 1. SEE SPECIFICATION SECTION 260583 FOR ADDITIONAL REQUIREMENTS. 2. REMOVE THE REEL "TWIST" FROM ALL CABLES PRIOR TO SUPPORTING. 3. ALL CABLES SHALL RUN STRAIGHT, BE EVENLY SPACED AND HAVE MINIMUM AMOUNT OF SLACK. 4. ALL CABLES PATHWAYS SHALL BE AS HIGH AS POSSIBLE IN ALL AREAS. 5. IN NO CASE SHALL CABLES BE CLOSER THAN 18" TO ACT CEILINGS. 6. COORDINATE ALL MC CABLE PATHWAYS WITH OTHER CABLE SYSTEMS TO MAINTAIN SPECIFIED CLEARANCES. ' 7,' CABLE TRAY MAY BE USED IN MOS T LOCATIONS AS SPECIFIED. 8, BUNDLED CABLES TO COMPLY WITH NEC 310.15 DERATING REQUIREMENTS. STRUCTURAL BEAM SMALL CAPACITY SUPPORT METAL DECK THREADED ROD TO STRUCTURE 'CADDY' MCS SERIES SUPPORT MC CABLE (TYP) ATTACHED TO BOTTOM FLANGE 1. ALL LOCATIONS ALLOWED: 2. EVENLY SUPPORT CABLING AT ELEVATION ABOVE BOTTOM FLANGE OF BEAMS. 3. MULTIPLE SMALL CAPACITY SUPPORTS NOT TO BE USED IN LIEU OF LARGE CAPACITY SUPPORT. 0 0 v p RACK IN CABLE TRAY LAYERS WITH SUPPORT WHEN BRACKET REQ'D. 1." ALL. LOCATIONS ALLOWED EXCEPT TWO -LEVEL STOCK. 2. EVENLY SUPPORT CABLING AT ELEVATION OF BOTTOM FLANGE OF BEAMS; 10D •:•, • •••- • • • • • • ATTACHED TO BOTTOM FLANGE TWO- LEVEL STOCK • TIGHT TO UNDERSIDE OF DECK (SINGLE OR MULTIPLE) 1. AVOID RUNNING MC CAB LE IN TWO -LEVEL STOCK AREAS WHEN POSSIBLE. 2: MAINTAIN MINIMUM 7' -6" CLEAR TO FLOOR AT ALL LOCATIONS. 3. RUN ABOVE BOTTOM FLANGE OF BEAM. 4. RUN WITHIN FLUTE OF PAN DECKING WHERE POSSIBLE. 5. CABLE TRAY IN TWO -LEVEL STOCK MUST BE SPECIFICALLY COORDINATED WTH DESIGN TEAM. MC CABLE BRANCH CIRCUIT SUPPORT DETAILS SCALE: NONE $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ CC P IDT P - i - 30 t_ ,4" I i I "mg ®®a ® ei IVA Ia1 Z75^ ILF MI 0 -10V DIMMER AND (2) WALL SWITCHES WITH COMMON FACEPLATE TYPICAL DRESSING ROOM OCCUPANCY SENSOR LOCATION DETAIL NO SCALE 2G -35 (VIA EMS) EH1 -11 0 2B -18 (VIA EMS) roe N (116 Q 0 Om POWER PACK SaSbSDc _ Il 11 Q TO POWER SUPPLY MODULE 0 -10 VDC DIMMER RED- I I -PURPLE BLUE GREY UNSWITCHED (LOCALLY) NORMAL LIGHTING POWER MOUNT LVS MODEL RRU -2 WITHIN J- BOX. REFER TO MANUFACTURER'S INSTALLATION SHEET FOR RECOMMENDED SIZING. TO DIMMING BALLAST PURPLE LEADS T O DIMMING BALLAST GREY LEADS DESCRIPTION: THE UL924 LISTED RRU -2 EMERGENCY SHUNT RELAY ALLOWS EMERGENCY LUMINAIRES CONTROLLED BY A 0-10V OR DIGITAL LOW VOLTAGE CONTROL SIGNAL TO BE AUTOMATICALLY ILLUMINATED TO FULL BRIGHT DURING A UTILITY POWER FAILURE OR ROOM POWER INTERRUPTION USING A N.O. CONTACT TO BREAK THE CONTROL SIGNAL. 0 -10V DIMMABLE EMERGENCY LUMINAIRE RELAY CONTROL DEVICE WIRING DIAGRAM RECtivw CITY OF 1111014! A A NOV 1' 4 ?012 PERMIT CENTER. NO SCALE ro r• 1111 IHfr ba Ib 11 a p LIGHTED MIRRORS WATTSTOPPER DT -305 OCCUPANCY SENSOR WITH POWER PACK (CONTROLS a,b LEGS) L3 DOWNLIGHTS (LOUNGE) 10 1 U5 FLUORESCENT CC MIRROR LIGHT. FITTING AREA (NO LOCAL SWITCHES, EMS ONLY) DRESSING ROOM LIGHTING - TYPICAL CONTROL CONCEPT NO SCALE NOTE: THIS DETAIL IS GENERIC. INDIVIDUAL DRESSING. ROOMS MAY VARY: DRESSING ROOM LIGHTING DETAILS NO SCALE $$$DATE$$$$ $TIME P LIGHT TRACK U5EM FLUORESCENT 1 U5 FLUORESCENT DRESSING ROOM SEPARATE PERMIT AND APPROVAL REQUIRED COPYRIGHT g 2012 CALLISON 0 ROJECT ISSUED / REVISED DATE GEN BID /PERMIT 1 1/1 2/1 2 ELECTRICAL DETAILS E -303 ROOF PC HQUADPCIAVOLLER PLANAR POWER SUPPLY PLANAR LOW VOLTAGE POWER CABLE PLANAR QUAD CONTROLLER PLANAR SHIELDED CAT6E CABLE PLANAR SHIELDED CAT6E CABLE PLANAR LOW VOLTAGE POWER CABLE 55A LCD PLANAR SHIELDED CAT6E CABLE PLANAR SHIELDED CAT6E CABLE PLANAR POWER SUPPLY WALL - MOUNED CABINET LOCATED IN BP STOCK ROOM PLANAR LOW VOLTAGE POWER CABLE PLANAR SHIELDED CAT6E CABLE PLANAR SHIELDED CAT6E CABLE 55A LCD BP PLANAR LOW VOLTAGE POWER CABLE PLANAR SHIELDED CAT6E CABLE PLANAR SHIELDED CAT6E CABLE DVD PLAYER 1 DVDP COMPONENT VIDEO /STEREO AUDIO FIXTURE ON CASTERS 20A LCD WOMEN'S APPAREL BP 2x1 VIDEO WALL 2x1 VIDEO WALL THIRD FLOOR I DVDP COMPONENT VIDEO /STEREO AUDIO FIXTURE ON CASTERS 20A LCD WOMEN'S APPAREL SECOND FLOOR 15A LCD /DVD 15A LCD /DVD COSMETICS FIRST FLOOR MISC. VIDEO DIAGRAM NO SCALE J SURGE ARRESTOR IN -LINE DEVICE 2 -WAY WIDE BAND SPLITTER 1 LEG POWER PASS 10 DIRECTV SATELLITE DISH 3RD FLOOR VIDEO RISER J -BOX ABOVE CEILING -- LA282 LAUNCH AMP NO CONNECTION 4 -WAY MULTI - SWITCH +20V +14V +20V +14V 22KHz 22KHz HRPID1422 POWER INSERTER NO CONNECTION 11 12 DBS DVD PC ,-SWITCHER /SCALER STEREO /AUDIO 13 ROOF SVGA DISTRIBUTION AMP VGA CAT5E KIDS STOCK ROOM USB EXTENDER 32B LCD KIDS HUT THIRD FLOOR SECOND FLOOR FIRST FLOOR SATV DISTRIBUTION RISER DIAGRAM SCALE: AS NOTED 00000D0I0I0DOIDIDOI0 0OI0D 'MIDDLE ATLANTIC' DWR2422 WALL- MOUNTED ENCLOSURE WITH (2 EA.) 'MIDDLE ATLANTIC' QFAN FAN KITS OEM M 0 0 OWNER FURNISHED COMPUTER EQUIPMENT 0 et 0 0 0 0 0 0 as g 0 0 NH 00000.000000 0000000000000 0000000000 DO DD0D0000 BLANK PANEL 'PLANAR' QUAD CONTROLLER 'LOWELL' ACR1509 POWER PANEL (NON -EMCS) BLANK PANEL BLANK PANEL `PLANAR' POWER MODULE 'MIDDLE ATLANTIC' QFP2 FAN KIT BP VIDEO EQUIPMENT CABINET ELEVATION NO SCALE LCD DISPLAY IN PORTRAIT ORIENTATION (TYPICAL OF 2). INTEGRAL DISPLAY MOUNTING BRACKET (TYPICAL. TV OUTLET. VERIFY MOUNTING HEIGHT WITH AUDIONIDEO SYSTEMS INSTALLER PRIOR TO ROUGH -IN (TYPICAL OF 2). DEPARTMENT AUDIO VIDEO RAC K ELEVATIONS NO SCALE NOT USED NO SCALE MIC LEVEL SPKR LEVEL - DUPLEX RECEPTACLE. MOUNT IN HANDYBOX INSIDE CABINET ON SIDE WALL OPPOSITE TO DOOR HINGES: �{] 24" 3" C. FOR VIDEO WALL POWER CABLES 15" /—/ CLEAR LAN OUTLET 1" C. STUB TO +12' -0" AFF. FOR VIDEO WALL DATA CABLES MIDDLE ATLANTIC DWR -2422 SECTIONAL WALL CABINET BP Q VIDEO EQUIPMENT CABINET _ NO SCALE p 0 PC (FOIC) WALL MOUNTED SHELF DBS RECEIVER DVD PLAYER SCALER/SWITCHER WALL MOUNTED SHELF KID'S HUT VIDEO EQUIPMENT Li r 0 , 14 0 0 0 0 u z E c� O >Q oca H di wrO+r Z O 0 CO O Z -V) 0 . 0 V 0 Z 0 to ▪ 0 ▪ (-0 N Zo) — L ✓ co 0 U, 0 11' 0 z O o • Xcb CALLISON www.callison.c0m F 206 448 4450 www.hargis.biz RECtIv to CITY F TII 1111, 4` NOV 1 yZ012 PERMIT CENTER DUPLEX RECEPTACLE MOUNTED IN MONITOR BOX. - INTERACTIVE LCD DISPLAY ON MOUNTING BRACKET IN KID'S HUT MONITOR BOX. @ KID'S HUT DISPLAY HINGED FRONT MONITOR BOX TRIM —CHASE UP FROM FLOOR IN HUT STRUCTURE FOR POWER AND AUDIO / VIDEO CABLING. FLEXIBLE CONDUIT UP THROUGH CHASE TO RECEPTACLE. SEPARATE PER Irmo OVAL UIRED KID'S VVEAR VIDEO. EQUIPMENT ELEVATI NO SCALE • $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT g 2012 CALLISON G 0 0 si► co 0 0 Cr) CO CV N w 2 z 1— 0 w a ISSUED / REVISED DATE GEN BID /PERMIT 11/12/12 ELECTRICAL DETAILS E -304 10 11 12 13 14 (E) XF T VA (E) XFMR Ti 30kVA (E) XFMR .. 4 5 kVA (E) MAIN DISTRIBUTION ION PANEL i'MDP 2" 3000 AMP, 277/480V,, ° 0, 4W — (E) XFMR T6 225kVA UTILITY METER , (E) PULSE METER F )Iv11 S480V 9277/48 j120/2= (E) 50kVV DIESEL GENERATOR, 277/480V.-30-4W. (E) 3A 277/43 (E) LIGHTING CONTACTORS ORS "3k'', AND "3m", E 100A LIGHTING CONTACT ��++,,ORS "3 �43a1'E, E9t��.+b 3b1" AND "3d"" E) LIGHTING CONTACTOR " XFMR T4 .5kVA FEEDER CONDUCTORS IN FLEXIBLE CONDUIT TO REDUCE NOISE TRANSMISSION BONDING JUMPER TRANSFORMER DISTRIBUTION PANELBOARD r GROUNDING ELECTRODE CONDUCTOR TO NEAREST AVAILABLE EFFECTIVELY GROUNDED STRUCTURAL STEEL DRY -TYPE TRANSFORMER GROUNDING NOT TO SCALE (E) LIGHTING CONTACTOR "3 "3(11" AND 302 ". (E) LIGHTING CONTACTOR "3� THIRD FLOOR UPPER LEVEL & ROOF NEW LIGHTING CONTACTOR "3G -3" (E) LiR CTONTA ! (E) 3J`I 1120/208 NEW 2G1 120/208 NEW LIGHTING CONTACTOR "2G1 -1" IN NEMA 1 SURFACE- MOUNTED ENCLOSURE ) LIGHTING CONTACTORS "3f` °, '3h ", "3h1" AND "3 €'`. 41--(E CONCRETE -ENCA U 1 ILITY SECONDARY SERVICE. E) XFMR T 112.5kVA (E) K X0/2081 K (E ) K2 208 120/208 THIRD FLOOR NEW LIGHTING CONTACTORS "201 -1" IN NEMA 1 SURFACE- MOUNTED ENCLOSURE (E) TA E) 2D I20/20S : 120/208 NEW 2D1 120/208 IGH IN D. T fa C°e O R 'K2" �'v �"5 f L.f �' ii (E) LIGHTING CONTACTOR §'2" SECOND FLOOR ) UGHTIN ONTACTO 3 S "ib2 ", NEW LIGHTING CONTACTOR "1H2-1" IN NEMA 1 SURFACE- MOUNTED ENCLOSURE (E) LIGHTING CONTACTORS " AND "SWA °2F' E) XFMR T2 112.5kVA (E) XFMR T9 75kVA E) LIGHTING CONTACTORS "2h" and "2j" E) LIGHTING CONTACTORS "2a z, "2b ", "2d ", "2a1" and "2b1 (E) XFNIR TI 225kVA (E) 200A/3P (E) 1H2 120/208 (E) 1C 120/208 (E) lc 120/208 DP2.. 20/208 E) 1H1 20/208 (E) LIGHTING CONTACTORS "l d" "1 n ", � ", "l p" AND "1 r.4f (E) EB 120/208 NEW LIGHTING CONTACTOR "1H1.1" IN NEMA 1 SURFACE - MOUNTED ENCLOSURE FIRST FLOOR $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ (E) 1NW (E) LIGHTING CONTACTORS "a ", "l j" "1 k" AND "13ai°' (c) L1 GHTIN G CONTACTORS "la", ?:1b", "lc", "1d,. AND "1 e -. " , POWER RISER DIAGRAM NOT TO SCALE NOTE: ALL ITEMS SHOWN ON THIS RISER DIAGRAM ARE EXISTING TO REMAIN, EXCEPT AS NOTED OTHERWISE. b14).--368 ELECTRICAL LOAD SUMMARY HIGH kW DEMAND LOAD PER PSE METER NUMBER Z009855031 (August 2012 EXISTING DEMAND LOAD PER NEC 220.87 NEW LIGHTING (CONTINUOUS @ 125 %) NEW GENERAL POWER (@ 100%) NEW MOTOR (LARGEST AT 125%A) NEW MOTORS (REMAINING © 100 %) NEW HEATING (ac100 %) NEW COMPUTER LOADS ( ©100 %) NEW RECEPTACLES (FIRST 10kVA 100 %) NEW RECEPTACLES (REMAINING © 50%) SUBTOTAL 140550 kVA / 480 * d3 = TOTAL LOAD RED;colk,t3 CITY OF T1IK s9 .:.._A NOV 19,2012 PERMIT CENTER 822.4 kW 1546 AMPS 48125 kVA 8700 kVA 875 kVA 0 kVA 11305 kVA 22420 kVA 10000 kVA 5710 kVA 107135 kVA 129 AMPS SEPARATE PERM'AND 1675 APPROVAL QUIRED 0 0 0 6 z E 0 O O) 0 C) M O N d M N o O co c 0 m co 0 fV CV F. IL 0 . 0 v o z� z ig W ,; z w ' m Z Q M 1.. III H _ N 0 z O a 0 N N 0 • z 0 C) J V N N 0 1 CO IL G Lon 0 z 0 0 SOUTHCENTER 0 0 M co N N N PROJECT NUMBER ISSUED / REVISED DATE GEN BID /PERMIT 1 1/1 2/1 2 COPYRIGHT © 2012 CALLISON POWER RISER DIAGRAM E -401 10 DER SCHEDULE (ALL CONDUIT SIZES. BASED ON THHN WIRE TYPE AND COMPACT ALUMINUM CONDUCTORS FEEDER ( FEEDER. - NUMBER AMPS FEEDER E - NUMBER AMPS FEEDER NUMBER FEEDER SIZE AMPS FEEDER _ NUMBER FEEDER SIZE AMPS FEEDER NUMBER FEEDER SIZE AMPS O OCPD � FEEDER NUMBER _ FEEDER SIZE AMPS FEEDER SIZE OCPD COND FEEDER SIZE OCPD COND OCPD COND OCPD COND OCPDI COND OCPD COND #12 CU GND. 4 #1 /0 CU & 1 #6 CU GND. 4 #3 /0 AL & 1 #4 AL GND. '150 150 155. � ND: 14 3 #2 CU &1 #8CUG 1 / C , 90 _ 95 . � 2 -1/2 C. 3 #300 KCMIL CU & 1 #4 CU GND. „ IL AL & 1 #2 AL GND. 3 C:, 3.#400 KCMIL 250 285 .270 � (2) 2 1/2 C. 3 #300 KCMIL CU & 1 #1 CU GND: O 3" _ (2) 3 C. 3 KCMIL AL & 1 #1 /0 AL GND. O , 550 570 540 ® O C., (4) 3" C. 4 #350 KCMIL CU & 1 #310 CU GND. _ KCMIL AL 1 #250 KCMIL AL GND. 3-1/2" C., (4) 31/2 C. 4 #500 KCM L & ( ) 1200 1240 1240 0 0 � #10 CU GND. _ #2/ 1 CUG 4 0CU& #6 4#4 /UAL &1 #4ALGND 175 17 5 1$0 1 8 CU GND. 4 2 U& # 112 C. #C / 90 95' � 3" C. 4 KCMIL CU & 1 #4 CU GND. 3 C. -4#400 KCMIL AL & 1 #2 AL GND. 250 285 7 2 0 � (2) 3" C. 4 #300 KCMIL CU & 1 #1 CU GND. 3" (2) 3 C. 4 KCMIL AL & 1 #1/0 AL GND. O 550 570 540 (5) 31/2 C., 4 #400 KCMIL CU & 1#4/0 CU GND. , 4" (5) 4 C. 4 #600 KCMIL AL & 1 #350 AL GND. O # 1600 1700 0 0 30 #8 CU GND. 4 #3 /0 CU & 1 #6 CU GND. 4 #250 KCMIL & 1 #4 AL GND. 00 200 2 00 2 _ 1 1 2 C. 3 #1 CU & 1 #6 CU GND. / C., 2 C. 3 #2/0 AL & 1 #4 AL GND. 2" 100/125 1 3 1 0/1 0 115/135 n KCMIL CU & 1 #4 CU GND. 3 C. 3 #350 ,� 3 C., 3 #500 KCMIL AL & 1 #2 AL GND. , 300 310 310 (2) C . 5 0 KCMIL CU & 1 #1 CU GND. O 3" C , 3 #3 0 3" AL 1 GND. (2) 3 C. 3 #500 KCMIL A & #2/0 CU G 600 620 620 - 1 KCMIL CU GND. (6) 31/2 C: 4 #400 KCMIL CU & #250 C CU G O , 4" C., (6) 4 C. 4 #600 KCMIL AL & 1 KCMIL AL GND. 2000 2010 2040 0 Iii/ 31 _ Q #6 CU GND. ® 4#4/0 CU & 1 #4 CU CND. 4 00 KCMIL AL & 1 #2 AL GND. 225 230 230... ® 1 -1/2 C. 4 #1 CU & 1 #6 CU GND. C., �� . 4 2 AL & 1 #4 AL GND. 2 C # /0 _ _._ 100125 110/130 115/135 0 3 C. 4 #350 KCMIL CU & 1 #4 CU GND. L 1 2 AL GND. 3 112 C. 4 #500 KCMIL A & # " . _ 300 310 310 ® KCMIL 1 #1 CU GND. (2) 3" C., 4#350 KCM CU & „ -1 2 C. 4 #500 KCMIL AL & 1 #210 AL GND. (2) 3 / O C., 600 620 620 7 4" C. 4 #500 KCMIL CU & 1 #350 KCMIL CU GND. C., - AL 1 #600 KCMIL AL GND. 7 5 C. 4 #700 KCMIL & #F'i " C., 2500 2660 2625 0 GND. #4 CU G _ 4 #250 KCMIL CU & 1 #4 CU G ND: 4#350 KCMIL AL & 1 #2 AL GND. 4#350 KCMIL CU & 1 #4 CU CND. 4 #500 KCMIL & 1 #2 AL GND. 250 300 255 250 310 310 � 3 � 1-1/2" C. 3 #1 /0 CU & 1 #6 CU GND. C., 2" C. 3 AL & 1 #4 AL GND. , C., 2" C., 4 #1/0 CU & 1 #6 CU GND. n 2 -112 C. 4 #310 AL & 1 #4 AL GND. C., 150. 150 150 155 150 155 � �� KCMIL CU 1 #4 CU GND. 3 C., 3 KCM CU & „ KCMIL AL & 1 #2 AL GND. 31/2 C., 3 C 3-1/2" 4 KCMIL 3 C., #400 C „ 4" C., 4#600 KCMIL AL & 1 #2 AL GND. 300 300 30 335 340 335 340 2 3 C., 3 #400 KCMIL CU & 1 #1 /0 CU GND. (2) 3" _ (2) 3 1/2 C. 3 KCMIL AL & 1 #310 AL GND. O (2) 3" C. 4 KCMIL CU GND. O n KCMIL AL 1 AL GND. (2) 4" C:, 4 #600 C & 650 650 670 680 670 680 � O C., (8) 3-1/2" C., 4 #500 KCMIL CU & 1 #400 KCMIL CU GND. KCMIL AL & 1 #600 KCMIL AL GND. (8) 5 C. 4 #750 KCMI #6. O , (1) 21/2, C.,4#4 /0CU &1#2CUG_. O - n 1 3 C., 4 #300 KCMIL AL & 1 #1/0 AL GND: (1) 3000 225 x.04 3 80 0 230 230 ® 40A Q #2 CU GND. #1 CU GND. #1 /O CU GND: 1 10 CU GND. 314 C., 3 #10 CU & # 3 /4 "C: 4 #10 CU & 1 #10 CU CND. 30 30 30 30 0 2" C., 3 #210 CU & 1 #6 CU GND. ,� 2 C. 3 #4 /0 AL & 1 #4 AL GND. 2" C., 4 #2 /0 CU & 1 CU GND. " - #4/0 AL GND. 21/2 C., 4 175 175 175 1 80 175 180. .. 3" C: 3 #500 KCMIL CU & 1 #3 CU GND. _ n 3 1/2 C., 3 #750 KCMIL AL & 1 #1 AL GND. , 3 -1/2" C., 4 #500 KCMIL CU & 1 #3 CU GND. �+ , 4 C. 4 KCMIL & 1 #1 AL GND. 350 350 380 385 380 385 (2) 3" C., 3 #500 KCMIL CU & 1 #1/0 CU GND. (.) 2 3-1/2" C. 3 #750 KCMIL AL & 1 #310 AL GND. (2) , (2) 3 -1/2" C. 4 #500 KCMIL CU & 1 #1/0 CU GND. O (2) 4" 3-1/2" ° 4 #750 KCMIL KCMIL & 1 AL GND. O C., 750 750 760 770 760 770 42A 1 3 C. 4 #2 CU GND. O (1) 3" C., 4 #350 KCMIL AL & 1 #1 /0 AL GND. O , (1) 3 -1/2" C., 4 #500 KCMIL CU & 1 #1 /0 CU GND: O ,� 1 4 C. 4 #750 KCMIL AL & 1 #3 /0 AL GND. (1) 250 350 2. 55 250 380 __. ® • 0 4) Q . , #2/0 CU GND. n 3/4 C. 3 #8 CU & 1 #10 CU GND. 40 40 Q 2" C., 3 25 & 1 MI CU GND. �� 2-1/2" C., 3 #250 KCMIL & 1 #4 AL GND. 200 200 205 2 2" C. 3 #3/0 CU & 1 #3 CU GND:- O _ n K " C., (2) 2-1/2" C., 3 #250 KCMIL AL & 1 #1 AL GND. 4 00 400 410 s5 (3) 2 -1/2" C., 3 #300 KCMIL CU & 1 #2/0 CU GND. O 3" KCMIL AL & 1 AL GND. (3) 3 C., 3 #400 KC 800 855. 810 5sa (2) 3" C., 4 #250 KCMIL CU & 1 #1 /0 CU GND. 3" (2) 3 C., 4 #350 KCMIL AL & 1 #310 AL GND. O , 500 510, 500 • #310 CU GND. ,� 1 C., 4 #8 CU & 1 #10 CU GND. 40 4 0 2 C., 4 CU & 1 #6 CU GND. 2" „ 3 C. 4 #250 KCMIL AL & 1 #4 AL GND. 200 200 205 O C., (2) 2 1/2 C. 4 #310 CU & 1 #3 CU GNb: ,, 2 3 C. 4 #250 KCMIL AL & 1 #1 AL GND. O 400 400 410 (3) 3" C., 4 #300 KCMIL CU & 1 #2/0 CU GND. O 3 3 -1/2 C. 4 #400 KCMIL AL & 1 #3/0 AL GND. O 800 855 810 60A (2) 3" C. 4 #350 KCMIL CU & 1#210 CU GND. O , n 2 3 -1/2 C., 4 #500 KCMIL AL & 1 #4/0 AL GND: O__ 600 620 620 0 #4 /0 CU GND. 1 C. 3 #6 CU & 1 #8 CU GND. " 50 55 0 2" C. 3#4/0 CU & 1 #4 CU GND. 2-1/2" C, 3 #300 KCMIL AL & 1 #2 AL GND. 225 230 230 - 2" (2) 2 C. 3 CU & 1 #2 GND. _ „ (2) 2 1/2 C., 3 #300 KCMIL AL & 1 #1 /0 AL GND. 450 460 460 ® (3) 3" C. 3 KCMIL CU & 1 #210 CU GND. O 3" (3) 3 C. 3 #500 KCMIL AL & 1 AL GND. O 900 930 930 66A 3 3" C., 4 #300 KCMIL CU & 1 #2%0 CU GND. (. ) _ �� (3) 3 1/2 C., 4#400 KCMIL AL & 1#4/0 AL GND. ( ) 800 855 810 0 12 4 #4 CU & 1 #8 CU GND. 70 70 2 1 C. 4 #6 CU & 1 #8 CU GND. 50 55 Q 2-1/2" C. 4 CU & 1 #4 CU GND. „ 1 #2 AL GND. 3 C•, 4 #300 KCMIL AL & # 225 230 230 - " 2 2 1/2 C. 4 CU & 1 #2 GND. „ (2) 3 C. 4 #300 KCMIL & 1 #110 AL GND. O , � 450 460 460 " C., 4 #350 KCMIL CU & 1 CU GND. (3) 3 C , # _ „ (3) 3 1/2 C., 4 #500 KCMIL AL & 1 AL GND. O 00 930 930 (3) 3 1/2 C. 4 #400 KCMIL CU & 1 #310 CU GND. O C., n 3 4 C: 4 #600 KCMIL AL & 1 #250 AL GND. (1 1000 1005 1020 4 #2 CU & 1 #8 CU GND. 90 95 _ 1 1 CU & 1 #8 CU GND /4 C , 3 #4 70 70 41 _ �� C. 3 #250 KCMIL CU & 1 #4 CU GND 21/2 C., 3 #350 KCMIL AL & 1 #2 AL GND. 2 250 255 2Q 2 -1 2 #250 KCMIL CU & 1 #2 CU GND. (2) / C , 3 # O (2) 3" C., 3 #350 KCMIL AL & 1 #1/0 AL GND. 500 510 500 "C. 3 KCMIL CU & 1 #2/0 CU GND. (3) 3 , O 3-1/2" (3) 3.1/2 C., 3 #60.0 KCMIL AL & 1 #4/0 AL GND. 1005 1020 . 4 00 KCMIL CU & 1 #250 CU GND. (5) 3-1/2" C , #400 ( ) 4" AL ND (5) 4 C. 4 KCMIL AL & 1 #400 A G O C., 1600 1675 1 700 0 � 4 #1 CU & 1 #6 CU GND. 4 #2/O AL & 1 #4 AL GND. 100/125 110/130 115/135 �� 1 1/4 C. 4 #4 CU & #8 CU GND 70 70 KCMIL CU GND. 3" C., 4 #250 C „ 3 C.; 4 #350 KCMIL AL & 1 #2 AL GND. _ 250 255 250 ss � _ 1 2 CU GND. 2 3 C: 4 #250 KCMIL CU # O , (2) 3" C. 4 #350 KCMIL AL & 1 #1 /0 AL GND. _( ) , 500 510 500 zo � 3 3 C. 4 #400 KCMIL CU & 1#2/0 CU GND. �) , 4" (3) 4 C. 4 #600 KCMIL AL & 1 #4/0 AL GND: ( ) 1000 1005 1020 . 12 13 14 FOR SPACE RESTRICTIONS ON NEW PA SEE FLOOR PLANS O R S C EQUIPMENT SIZES. ALL NEW EQUIPMENT MUST BE SIZED TO FIT SPACE ALLOTTED AND CODE CLEARANCES REQUIRED. NEW TRANS FORMER MOUNTING: FOR ALL NEW SUSPENDED TRANSFORMERS, SUBMIT DESIGN -BUILD SUPPORT PLANS AND CALCULATIONS TO THE PLAN CHECK OFFICE PRIOR TO CALLING FOR INSPECTION. 3. ALL NEW PANELS SHALL BE FULLY RATED. 0 0 0 NE a) • rn a) 2 ▪ ca) O > OC, H CO • fir` W rt 0 Z 0 N- O Z • O 0 0 M 0 M io 0 CV 1- 0 M ,t M 0 0 N 0 LL www.nordstrorn.com 0 . 0 ✓ 0 Z H W W � o Z m ( :co C) Z < c)) � W cu op < 1— ` ' -0) 510u)-7;(0 0 O • a 0 N N 0=OC)F 206 448 4450 (E) 4) SETS OF 2 .. #3 /0 EACH. E) #110 60A /3P (E) MA DISTRIBUTION PANEL 'MDP2n 3000 AMP, 277/480V., 30, 4W, BRACED FOR 100,000 AIC (E) 50kW DIESEL GENERATOR, 277/480V.- 30-4W. E) 1/0 000A B! )OA BUS P : EL DP5, 600A, B. 12O/208V -30-4W THIRD FLOOR UPPER LEVEL & ROOF E) #1/0 et 0 1 U /F )P 1CB, 120/208V -30 -4W IOOA BUS _____________ THIRD FLOOR TEL DP4, 400A. X (E (E) 200A13P G 0 CALLISON (E) (E Z�`'�0 CO CNA 1)[),q4.368 400A BUS SECOND FLOOR (a co 0o L co. CD 0) C 0 rig 0 I- N_ .0 c,) (E) PANEL DP3, 400A. ICB, 120/208V -30 -4W 0 0 Cr) co N N N w CO 1— 0 w 0 C 200A/3P (E) #250kCMIL E) 1 O0 REGttv CITE' OF TUK‘1 ntA NOV 1' 2012 PERMIT CENTER RECORD NO. SHORT CIRCUIT CALCULATION SUMMARY VOLTAGE L-L SYMMETRI CAL RMS CURRENT F1 F2._. F3 F4_ F5 480 480 480.: 208 480 208 56,500 45,102 15,329 9;968 5,151 LOCATION (DOWNSTREAM EQUIPMENT. SEE NOTES BELOW). UTILITY MDP XFMR T1 PRIMARY PANEL DP1 XFMR T2 PRIMARY PANEL DP2 ISSUED / REVISED GEN BID /PERMIT DATE 11/12/12 400A Bt.US 600A BUS FIRST FLOOR FAULT CALCULATION NOTES: (E) PANEL DP2, 400A. MCB, 120/208V -30 -4W MAXIMUM AVAILABLE FAULT CURRENT = 56,500 AMPS $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ E) PANEL DP1, 600A. MOB, 120/208V -30 -4W ONE LINE DIAGRAM NOT TO SCALE NOTES: 1. ALL ITEMS SHOWN ON THIS ONE LINE DIAGRAM ARE EXISTING TO REMAIN, EXCEPT AS NOTED OTHERWISE. 2. ALL EXISTING FEEDERS INDICATED ARE COPPER. 1. ALL NEW SWITCHGEAR AND PANELBOARDS SHALL HAVE MINIMUM BRACING AND RATING GREATER THAN THE AVAILABLE SYMMETRICAL RMS CURRENT INDICATED ABOVE: 2. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED FOR THE AVAILABLE CURRENT OR SHALL BE SERIES RATED IN COMBINATION WITH THEIR UPSTREAM CIRCUIT BREAKERS. CIRCUIT BREAKERS USED IN SERIES RATED COMBINATIONS SHALL BE U.L. LISTED FOR SUCH USE. 3. SUBMIT A WRITTEN NARRATIVE WITH COMPLETE DOCUMENTATION INDICTING THE METHOD USED AND THE RATING OF EACH COMBINATION OF DEVICES AS APPLICABLE TO THIS PROJECT. 4. ALL PANELS DOWNSTREAM OF THIS DISTRIBUTION SYSTEM SHALL BE RATED FOR THE AVAILABLE FAULT CURRENT INDICATED. 5. WHERE A U.L. LISTED SERIES RATED SYSTEM IS USED, LABELING FOR EACH ITEM OF SWITCHGEAR OR PANELBOARD IN THE SERIES RATED SYSTEM SHALL BEAR LABELING INDICATING THAT ALL CIRCUIT BREAKERS IN THAT PART OF THE SYS • �, � ° � T OF A SERIES RATED SYSTEM. LABELING SHALL INDICATE THE U.L. LISTS E = ` -4;} COMBINATION RATING VALUES. APPROVAL REQUIflI $$$DATE$$$$ $TIME COPYRIGHT U 2012 CALLISON ONE LINE DIAGRAM E -402 10 12 13 MAIN SWITCHBOARD SCHEDULE : 0812212012 (E) MAIN SWITCHBOARD 'MDP2' PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM (E) TRANSFORMER 'Utility XFMR puf MOUNTING. FLOOR VOLTAGE: 480W277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 3000A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED AIC: 100,000 LOCATION: ELECT ROOM 411 GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT ' NO SWITCH LOAD (VA) FUSE 0 LOAD (VA) SW TCH FUSE CKT ITEM DESCRIPTION NOTE AMPS POLE AMPS AMPS POLE AMPS NO 3 (E) TRANSFORMER 18 1 100 3 100 12970 A 16010 60 100 3 2 AUTO (E) TRANSFER SWITCH 'ATV 20 6900 B11475 6 600 20 100 12670 B 11650 - 5 - - 6000 C - - 20 1 100 8500 C 12090 7 7 3 1 A 9300 (E) TRANSFORMER 721 7 4 3 225 29360 A 22991 200 200 3 8 (E) PANEL 'PA' 9000 600 20 10 - TRACK LTS - 2ND FLOOR S.W. SALES 225 35800 B 22991 200 - - 10 8400 - 20 .. 11 TRACK LTS - 2ND FLOOR S.W. SALES 20 225 31510 C 22991 200 - 12 - 3 14 (E) TRANSFORMER 73" 13 200 3 200 34230 A 42100 200 200 3 14 (E) PANEL IA' 16 16 - 15 SPARE 17 200 30100 B 42236 200 - 16 18 - TRACK LI'S - 2ND FLOOR aw. SALES X,2 17 - 100 200 29810 C 41220 200 3 - 18 PANEL '2D1' TRACK LTS - ND FLOOR SW. SALES - (E) TRANSFORMER TI 19 600 3 450 42100 A 39094 200 200 3 20 (E) PANEL 2.8; SPARE - 23 21 - 5020 450 44700 B 37535 200 - TRACK LTS - 2ND FLOOR aw. SALES 27 LOAD CALCULATIONS TRACK LTS - 2ND FLOOR NIKE LOAD DESCRIPTION 23 MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: - 450 45763 C 40870 200 NOTES: (N)NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. - 24 SPARE TRACK LTS - 2ND FLOOR NIKE 27 (E) TRANSFORMER 'T4' 25 200 3 200 34385 A 37116 200 200 3 26 (E) PANEL '3A' 29 20 1 27 - 600 200 39180 B 39855 200 LOAD CALCULATIONS - 28 31 20 1 600 29 - 20 200 30150 C 33735 200 TRACK LTS - 2ND FLOOR ADIDAS 33 20 1 600 (E) PANEL "313' 31 200 3 200 40000 A SPARE - 35 32 NO SPACE 600 C - 33 1 - 200 40453 B SPARE 37 - - 600 A 600 20 35 38 SPARE 200 39510 C 39 - - 36 B 600 20 (E) PANEL 37 800 3 800 209593 A 58399 400 400 3 38 (E) TRANSFORMER 76" 20 1 42 39 LOAD CALCULATIONS - 800 209593 B 55948 400 125% 100% 125% 125% 100% 100% - 50% - 189001- 125% 23625 40 - PHASE A 6,000 VA 50 A PHASE B: 6,900 VA 58 A PHASE C: 6,000 VA 50A 18,660 23,043 TOTAL CALCULATED LOAD: 23,625 VA TOTAL CALCULATED AMPS: 66 A 41 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A 3 POLE CONTACTOR le 2. 3. 4. 5. NOTES: (N)=NEW CIRCUIT, NEW BREAKER; )7--NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A, 3 POLE CONTACTOR '2g" 2. 3. 4. . 800 209593 C 62767 400 - 42 (E) PANEL 'M' 43 600 3 60C1 134937 A 0 3 44 SPARE 45 600 134877 B - - 46 - 47 600 133360 C - 48 NO SPACE 49 - 30 3 50 SPARE 51 52 53 - NO SPACE 20193 100 100 3 56 (E) TRANSFORMER "TV 57 18325 100 59 - 20197 1 - 60 LOAD CALCULATIONS LOAD DESCRIPTION CONN. A) DEMAND FACTOF CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS.. RECEPTACLE RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING. KITCHEN (EQUIP = 57) TRACK LIGHTING (0 FEET, 0 VA) TOTALS: 25% - LOAD SUMMARY 58480 00% 58480 457989 125% 572486 TOTAL 132000 125% 165000 CONNECTED LOAD AMPS 692480 100% 692480 PHASE A 773,478 VA 2 792 A 10000 100% 10000 147715 50% 73858 PHASE B: 775,913 VA 2601 A 60270 100% 60270 589233 100% 589233 PHASE C: 762,066 VA 2,751 A 106890 65% 69479 564001- 125% 70500 TOTAL CALCULATED LOAD: 2,361,786 VA TOTAL CALCULATED AMPS: A,842 A 2,311457 2,361,786 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. . 600 STEWART ST., SUITE 1000 2. SEATTLE WA 98101 3, 4. PH. (206) 4413-3376 5, FAX (206) 448-4450 DIST. PANEL SCHEDULE : 08/2212012 (E) DIST. PANEL 'DPI' PROJECT Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMER 71' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 600A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED A1C: 10,000 LOCATION: 1NW GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS. POLE AMPS POLE POLE (E) PANEL '213' 1 225 3 6000 A 12155 225 3 2 (E) PANEL 'TA' TRACK LTS - 2ND FLOOR S.W. SALES 20 LTS - 161" FLOOR TRACK LTS - 2ND FLOOR WEST SALES - 20 6900 B11475 6 600 20 1 4 TRACK LT'S - 2ND FLOOR SW. SALES 1 - 5 - - 6000 C 11123 - 20 1 .. RACK LTS - 2N0 FLOOR S.W. SALES 1120 SPACE 7 7 3 1 A 9300 200 3 8 (E) PANEL IC' TRACK LTS - 2ND FLOOR SIN, SALES B LTS - 3RD FLOOR TRACK LTS - 2ND FLOOR WEST SALES _ 20 1 600 9000 600 20 10 - TRACK LTS - 2ND FLOOR S.W. SALES 400 - 11 11 .. 1 C 8400 - 20 12 12 TRACK LTS - 2ND FLOOR S.W. SALES 20 (E) PANEL I G" 13 200 3 7985 A A - 3 14 SPACE TRACK LTS - 2ND FLOOR S.W. SALES 1 SPARE 5 - - 11265 B B - - 16 16 TRACK LTS 2N0 FLOOR SM. SALES 18 SPARE SPARE 17 17 - 12920 C C 600 - 18 - TRACK LI'S - 2ND FLOOR aw. SALES X,2 (E) PANEL '1E 19 100 3 5680 A 980 100 3 20 PANEL '2D1' TRACK LTS - ND FLOOR SW. SALES - SPARE 21 21 20 3760 B 2300 600 - 22 22 TRACK LTS - 2N0 FLOOR 8.W, SALES SPARE - 23 23 - 5020 0 2300 600 - 24 - TRACK LTS - 2ND FLOOR aw. SALES 27 LOAD CALCULATIONS TRACK LTS - 2ND FLOOR NIKE LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC . A) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% - 22870 100% 22870 39180 125% 48975 3795 125% 4744 5338 100% 5338 10000 100% 10000 13940 50% 6970 14460 100% 14460 1080 100% 1080 21900 1- 125% 27375 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 42,100 VA 351 A PHASE II 44,700 VA 373 A PHASE C: 45,763 VA 381 A TOTAL CALCULATED LOAD: 141,812 VA TOTAL CALCULATED AMPS: 394 A 132,563 141,812 NOTES: (N)NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. _ HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE : 08122/2012 (E) PANEL '2D` PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL DPV MOUNTING: PANEL GROUP VOLTAGE: 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 ENCLOSURE: NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE LTS - 1ST FLOOR TRACK LTS - 2N0 FLOOR WEST SALES 1 20 1 600 A 600 20 1 2 TRACK LTS - 2ND FLOOR S.W. SALES 20 LTS - 161" FLOOR TRACK LTS - 2ND FLOOR WEST SALES 3 20 1 600 6 600 20 1 4 TRACK LT'S - 2ND FLOOR SW. SALES 1 LTS - 2N0 FLOOR TRACK LTS - 2ND FLOOR WEST SALES 5 20 1 600 C 600 20 1 6 RACK LTS - 2N0 FLOOR S.W. SALES 1120 LTS - 2N0 FLOOR TRACK LTS - 2ND FLOOR WEST SALES 7 20 1 600 A 600 20 1 6 TRACK LTS - 2ND FLOOR SIN, SALES B LTS - 3RD FLOOR TRACK LTS - 2ND FLOOR WEST SALES 9 20 1 600 B 600 20 1 10 TRACK LTS - 2ND FLOOR S.W. SALES 400 LTS - 3RD FLOOR TRACK LTS - 2ND FLOOR WEST SALES 11 20 1 600 C 600 20 1 12 TRACK LTS - 2ND FLOOR S.W. SALES 20 LTS - 3RD FLOOR UPPER LEVEL TRACK LTS - 2ND FLOOR WEST SALES 13 20 1 600 A 600 20 1 14 TRACK LTS - 2ND FLOOR S.W. SALES 1 SPARE TRACK LTS - 2ND FLOOR WEST SALES 15 2 1 600 B 600 20 1 16 TRACK LTS 2N0 FLOOR SM. SALES 18 SPARE SPARE TRACK LTS - 2ND FLOOR WEST SALES 17 20 1 600 C 600 20 - 1 18 TRACK LI'S - 2ND FLOOR aw. SALES X,2 SPARE TRACK LTS - 2ND FLOOR WEST SALES 19 20 1 600 A 600 0 1 20 TRACK LTS - ND FLOOR SW. SALES - SPARE TRACK LTS - 2N0 FLOOR WEST SALES 21 20 1 600 B 600 20 1 22 TRACK LTS - 2N0 FLOOR 8.W, SALES SPARE SPARE TRACK I_ S - 2ND FLOOR WEST SALES 23 20 1 600 C 600 20 1 24 TRACK LTS - 2ND FLOOR aw. SALES 27 LOAD CALCULATIONS TRACK LTS - 2ND FLOOR NIKE 25 20 1 600 A TOTAL CONNECTED LOAD AMPS 20 1 26 SPARE 'TRACK HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 SPARE TRACK LTS - 2ND FLOOR NIKE 27 20 1 600 B 900 20 1 28 LTS - 2N0 FLR N.W. DRESSING R S. CONN. (VA) DEMAND FACTOR CALC. (VA) SPARE TRACK LTS - 2ND FLOOR NIKE 29 20 1 600 C 600 20 1 30 SPARE X,3 LOAD CALCULATIONS TRACK LTS - 2ND FLOOR NIKE 31 20 1 600 A 600 20 1 32 SPARE NOTES; 1. 30A, 8 POLE CONTACTOR ° 2D1-1" 2. 3. 4. TRACK LTS - 2ND FLOOR ADIDAS 33 20 1 600 B 600 20 1 34 SPARE SPARE TRACK LTS - 2ND FLOOR ADIDAS 35 20 1 600 C 600 20 1 36 SPARE Z WATER FOUNTAIN SPARE 37 20 1 600 A 600 20 1 38 SPARE X,3 SPARE SPARE 39 20 1 600 B 600 20 1 40 SPARE SPARE SPARE 41 20 1 600 C 600 20 1 42 SPARE LOAD CALCULATIONS LOAD CALCULATIONS LOAD CALCULATI ONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 'm) TOTALS: 125% 100% 125% 125% 100% 100% - 50% - 189001- 125% 23625 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 6,000 VA 50 A PHASE B: 6,900 VA 58 A PHASE C: 6,000 VA 50A 18,660 23,043 TOTAL CALCULATED LOAD: 23,625 VA TOTAL CALCULATED AMPS: 66 A 1%900 23,625 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A 3 POLE CONTACTOR le 2. 3. 4. 5. NOTES: (N)=NEW CIRCUIT, NEW BREAKER; )7--NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A, 3 POLE CONTACTOR '2g" 2. 3. 4. . HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08122/2012 (E) PANEL 'EM' PROJECT: Nordstrom Soutticenter CLASSIFICATION: LIFE SAFETY FED FROM AUTO (E) TRANSFER SWITCH 'ATS' MOUNTING SURFACE VOLTAGE 480Y/277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 14,000 LOCATION: MAIN ELECT ROOM GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEIVI DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE LTS - 1ST FLOOR 1 20 1 3400 A 300 20 1 2 LTS - ROOF TRACK LTS - 1ST FLR NORTH SALES 20 LTS - 161" FLOOR 3 20 1 1600 B B 20 14SPARE 1 4 TRACK LTS - 1ST FLR NORTH SALES 1 LTS - 2N0 FLOOR 5 20 1 3000 C C 20 1 6 SPARE TRACK LTS - 1ST FLR NORTH SALES 1120 LTS - 2N0 FLOOR 7 20 1 3000 A A 20 1 8 SPARE TRACK LTS - 1ST FLR NORTH SALES B LTS - 3RD FLOOR 9 20 1 3770 B B 20 1 10 SPARE TRACK ITS - 1 T F R NORTH SALES 400 LTS - 3RD FLOOR 11 20 1 3990 C C 20 1 12 SPARE TRACK LTS - 1ST ELR NORTH SALES 20 LTS - 3RD FLOOR UPPER LEVEL 13 20 1 2030 A A 20 1 14 SPARE TRACK LTS - 1ST FLR NORTH SALES 1 SPARE 15 20 1 1 B 8 20 1 16 SPARE TRACK LTS - 1ST FLR NORTH SALES 18 SPARE SPARE 17 20 1 1 C C 20 1 18 SPARE TRACK LTS - 1ST FLR NORTH SALES X,2 SPARE 19 20 1 1 A 7280 40 3 20 (E) TRANSFORMER 'Tr TRACK LTS - BRASS RAIL - SPARE 21 20 1 1 8 6280 - - 22 - TRACK LTS - BRASS RAIL SPARE SPARE 23 20 1 1 0 5100 600 - 24 - TRACK LTS - BRASS RAIL 27 LOAD CALCULATIONS TRACK LTS - 1ST FLR NORTH SALES LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: - 125% - 1130 100% 1130 38120 125% 47650 500 125% 625 um% 100% 50% LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE k 16,010 VA 58 A PHASE B 11650 VA 42 A PHASE C: 12,090 VA 44A TOTAL CALCULATED LOAD: 49,405 VA TOTAL CALCULATED AMPS: 39 A 39,750 49,405 NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 4. . HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL 'IC' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL ,VOLTAGE FED FROM (E) DIST, PANEL DPI ' MOUNTING PANEL GROUP 208Y/120V 30, 4-W1RE SECTON 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED NC; 10,000 LOCATION: 1NW GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS ° POLE RECEPTACLE - LINGERIE LOUNGE , , TRACK LTS - 1ST FLR NORTH SALES 20 1 180 A 1600 600 1 2 SPARE TRACK LTS - 1ST FLR NORTH SALES 20 SPARE TRACK LTS - 18T FLR NORTH SALES 3 20 1 600 B 600 20 1 4 TRACK LTS - 1ST FLR NORTH SALES 1 SPARE TRACK LTS - 1ST FLR NORTH SALES 5 20 1 600 C 600 20 1 6 TRACK LTS - 1ST FLR NORTH SALES 1120 SPARE TRACK LTS - 1ST FLR NORTH SALES 7 20 1 600 A 600 20 1 8 TRACK LTS - 1ST FLR NORTH SALES B SPARE TRACK LTS - 1ST FLR NORTH SALES 9 20 1 600 B 600 20 1 10 TRACK ITS - 1 T F R NORTH SALES 400 SPARE TRACK LTS - 1ST FLR NORTH SALES 11 20 1 600 C 600 20 1 12 TRACK LTS - 1ST ELR NORTH SALES 20 SPARE TRACK LTS - 1ST FLR NORTH SALES 13 20 1 600 A 600 20 1 14 TRACK LTS - 1ST FLR NORTH SALES 1 SPARE TRACK LTS - 1ST FLR NORTH SALES 15 20 1 600 8 600 20 1 16 TRACK LTS - 1ST FLR NORTH SALES 18 SPARE SPARE TRACK LTS - 1ST FLR NORTH SALES 17 20 1 600 C 600 20 1 18 TRACK LTS - 1ST FLR NORTH SALES X,2 SPARE TRACK LTS - 1ST FLR NORTH SALES 19 20 1 600 A 600 20 1 20 TRACK LTS - BRASS RAIL - SPARE TRACK LTS - 1ST FLR NORTH SALES 21 20 1 600 B 600 ' 20 1 22 TRACK LTS - BRASS RAIL SPARE SPARE TRACK LTS - 1ST FLIR NORTH SALES 23 20 1 600 C 600 20 1 24 TRACK LTS - BRASS RAIL 27 SPARE TRACK LTS - 1ST FLR NORTH SALES 25 20 1 600 A 600 20 1 26 TRACK LTS - BRASS RAIL SPARE TRACK LTS - 1ST FLR NORTH SALES 27 20 1 600 B 600 20 1 28 TRACK LTS - BRASS RAIL CONN. (VA) DEMAND FACTOR CALC. (VA) SPARE TRACK LTS - 1ST FLR NORTH SALES 29 20 1 600 C 600 20 1 30 TRACK LTS - BRASS RAIL X,3 LOAD CALCULATIONS LTS - WEST ENTRY VESTIBULE 31 20 1 1500 A 600 20 1 32 TRACK LTS - BRASS RAIL NOTES; 1. 30A, 8 POLE CONTACTOR ° 2D1-1" 2. 3. 4. LTS - WEST ENTRY VESTIBULE 33 20 1 1200 B 600 20 1 34 TRACK LTS - 1ST FUR NE, SALES SPARE TRACK LTS - ESCALATOR 35 20 1 600 C 600 20 1 36 TRACK LTS - 1ST FLR N.E. SALES LOAD DESCRIPTION WATER FOUNTAIN TRACK LTS - ESCALATOR 37 20 1 600 A 600 20 1 38 TRACK LTS - 1ST FLR NE SALES X,3 SPARE TRACK LTS - EAST SALES 39 20 1 600 B 600 20 1 40 'TRACK TRACK LTS - 1ST FLR NE SALES SPARE TRACK LTS - EAST SALES - 41 20 1 600 C 600 20 1 42 LTS - 1ST FLR N.E. SALES LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING; LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: - 125% - - 100% - 26700 125% 33375 125% - 100% .. 100% _ _ 50% - LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 9,300 VA 78 A PHASE B: 9,000 VA 75 A PHASE C: 8,400 VA 70 A TOTAL CALCULATED LOAD: 33,375 VA TOTAL CALCULATED AMPS: 93A 18,660 23,043 26,700 33,375 NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. . NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A 3 POLE CONTACTOR le 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 1010212012 PANEL '2D1' PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'DPI' MOUNTING: SURFACE VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 10,000 LOCATION: STOCK 241 GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMP POLE 1 RECEPTACLE - LINGERIE LOUNGE 1 20 1 180 A 1600 20 1 2 SPARE 3 20 SPARE 3 20 1 720 8 600 20 1 4 TRK LTS - 2ND FLR. NW. DRESSING RMS 20 1 SPARE 5 20 1 1 C 900 20 1 6 TRK LTS - 2ND FLR. NW DRESSING RMS 1 1120 SPARE 7 20 1 1000 A X 20 1 8 SPARE 1120 B SPARE 9 20 1 1000 B ' 500 20 1 10 SPARE C 400 SPARE 11 20 1 1000 C 1500 20 1 12 SPARE 400 20 SPARE 13 20 1 1600 A 800 20 1 14 BP BACKWALL VIDEO EQUIPMENT 20 1 SPARE 15 20 1 17 3 800 20 1 16 SP BACKWALL VIDEO EQUIPMENT 1 18 SPARE SPARE 17 20 1 20 C 900 20 1 18 SP BACKVVALL VIDEO EQUIPMENT 20 SPARE X,2 SPARE 19 20 1 1 A , 1530 20 1 20 SPARE - SPARE 21 20 1 360 B 900 20 1 22 TRK LTS - 1ST FLR. I4W. DRESSING RMS Z SPARE SPARE 23 20 1 A C 600 20 1 24 TRK LTS - 1ST FLR. NW. DRESSING R.MS SPARE 27 SPARE 25 20 1 1500 A 1 201. 1 26 SPARE 22 SPARE 27 20 1 1080 B i 20 1 28 SPARE LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) SPARE 29 20 1 PHASE A: 5,680 VA 47 A PHASE B 3,760 VA 31 A PHASE C: 5,020 VA 42A C 14,460 14,460 20 1 30 SPARE X,3 LOAD CALCULATIONS 31 LOAD DESCRIPTION CONN. A DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 2400 100% 2400 - 125% 125% - 100% , 180 100% 180 50% - 30001- 125% 3750 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 980 VA 8A PHASE B: 2,300 VA 19 A PHASE C: 2,100 VA 19A TOTAL CALCULATED LOAD : 6,330 VA TOTAL CALCULATED AMPS: 18 A SPARE 5,580 6,330 NOTES; 1. 30A, 8 POLE CONTACTOR ° 2D1-1" 2. 3. 4. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E ) PANEL 'EMV PROJECT: Nordstrom Southcenter CLASSIFICATION: LIFE SAFETY FED FROM (E) TRANSFORMER 17' MOUNTING. SURFACE VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN CIRCUIT BREAKER NEUTRAL 100% RATED A1C: 10 000 LOCATION: MAIN ELECT ROOM GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION! NOTE AMPS POLE AMPS POLE -*IRE SPRINKLER BELUGONG 1 20 1 50 A 1600 20 1 2 LTS - 1ST FLOOR STOCK 3 20 SECURITY ALARM PANELS 3 20 1 720 B 1600 20 1 4 LTS - 1ST FLOOR ESC. AND ENTRIES 20 1 SPARE 5 20 1 1 C 690 20 1 6 SPARE 1 1120 ESCALATOR TREAD ITS- FIRST FLOOR 7 20 1 1000 A X 20 1 8 SPARE 1120 B ESALATOR TREAD LTS - SECOND FLOOR 9 20 1 1000 B ' 500 20 1 10 LTS - PASS ELEV. CAB LTS C 400 ESCALATOR TREAD LTS - THIRD FLOOR 11 20 1 1000 C 1500 20 1 12 LTS- 3R0 FLOOR EGRESS 400 20 LTS - RESTAURANT 13 20 1 1600 A 1500 20 400 14 LTS - 3RD FLOOR EGRESS 20 1 SPARE 15 20 1 17 B - 1500 20 1 16 LTS - 3RD FLOOR EGRESS 1 18 SPARE SPARE 17 20 1 20 C 1500 20 1 18 LTS - 3RD FLOOR EGRESS 20 SPARE X,2 SPARE 19 20 1 1 A , 1530 20 1 20 LTS - 2N0 FLOOR EGRESS - ELEVATOR CONTROLS 21 20 1 360 B 600 20 1 22 LIS - 2N0 FLOOR EGRESS Z SPARE SPARE 23 20 1 A C 600 20 1 24 LTS - FREIGHT ELEV . CAB LTS SPARE 27 SPARE 25 20 1 1500 A 1 20 1 26 SPARE 22 SPARE 27 20 1 1080 B i 20 1 28 SPARE LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) SPARE - 125% - 100% - 125% - 125% - 100% - - 100% - 50% . 14460 • 100% 14460 20 TOTAL CONNECTED LOAD AMPS PHASE A: 5,680 VA 47 A PHASE B 3,760 VA 31 A PHASE C: 5,020 VA 42A • 14,460 14,460 20 1 30 SPARE X,3 SPARE 31 20 1 1500 A 900 20 1 32 SPARE SPARE 33 20 1 1500 B 360 20 1 34 SPARE - SPARE 35 50 2 540 C 4000 20 1 36 SPARE LOAD DESCRIPTION WATER FOUNTAIN 37 20 1 300 A 1080 20 1 38 SPARE 1,X X,3 SPARE 39 20 1 500 B 5560 20 1 40 SPARE SPARE 41 20 1 360 C Lf 500 20 1 42 OSA LOUVERS LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTAL • - 125% - 1130 100% 1130 17030 125% 21288 500 125% 625 100% 100% 50% LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 7,280 VA 61 A PHASE B: 6,280 VA 52 A PHASE C: 5,100 VA 43A TOTAL CALCULATED LOAD : 23,043 VA TOTAL CALCULATED AMPS: 64 A TOTAL CALCULATED LOAD: 35,702 VA TOTAL CALCULATED AMPS: 99 A 18,660 23,043 NOTES (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER (Z)=RE-LABELED CIRCUIT 1. SR CIRCUIT BREAKER 2. 3. 4. 5. NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. . HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08/22/2012 (E) PANE '1E PROJECT: Nordstrom SOLithcOntor CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL DPI' MOUNTING. PANEL GROUP VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 LOCATION: 1NW GROUND: ISOLATED ENCLOSURE NEMA 1 NOTE X ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POS - COSMETICS 1 20 1 1120 A 400 20 1 2 MPOS NARRATIVE z X POS - COSMETICS 3 20 1 1120 B 1 20 1 4 SPARE - X POS - COSMETICS 5 20 1 1120 C 1120 20 1 6 POS - JEWELRY 690 X POS - COSMETICS 7 20 1 1120 A 400 20 1 8 MPOS - ACTIVE AND SWIM A X POS - COSMETICS 9 20 1 1120 B 1120 20 1 10 POS -JEWELRY 360 X POS - COSMETICS 11 20 1 1120 C 400 20 1 12 IVIPOS -ACCESSORIES 1 X PDS - COSMETICS 13 20 1 1120 A 400 20 1 14 MPOS - MEN'S SPORTSWEAR 20 X )18POS - THE RAIL 15 20 1 400 B POWER POLE - SECOND FLOOR 20 1 16 SPARE 15 X POS -COSMETICS 17 20 1 540 C 16 20 1 18 SPARE LTS-1STFLOORNW&SWSTOCK X MPOS - MEWS CLOTHING 19 20 1 400 A 1 20 1 20 SPARE X,2 LTS - 1ST FLOOR NW DRESSING ROOMS 19 21 20 1 A B 20 201 20 22SPARE - ALTERATIONS PRESS 23 20 1 1500 C 720 20 1 24 REC - TRAINING OM STEAM IRON Z SPARE 25 20 1 - A 720 20 1 26 REC - TRAINING ROOM 24 EDC #1-6 SPARE 27 30 2 - B 1500 20 1 28 SPARE 1 26 REC - TAILOR SHOP WEST 22 REC - ALTERATIONS EAST 27 20 1 1080 B 30 SPARE 20 1 LOAD CALCULATION REC - TAILOR SHOP CENTER LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR; MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: - 125% - 100% - 125% - 125% - 100% - - 100% - 50% . 14460 • 100% 14460 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 5,680 VA 47 A PHASE B 3,760 VA 31 A PHASE C: 5,020 VA 42A TOTAL CALCULATED LOAD: 14,460 VA TOTAL CALCULATED AMPS: 40 A 14,460 14,460 NOTES: (N)=NEW CACUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08122/2012 (E) PANEL `TA' PROJECT: Nordstrom Sotdhconter CLASSIFICATION: NORMAL FED PROM: (E) DIST. PANEL DP1' MOUNTING. PANEL GROUP VOLTAGE: 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 10,000 LOCATION: 2NW GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE AMPS WATER SOFTENER 1 20 1 900 A 690 20 3 2 AIR COMPRESSOR BOILER CONTROLS 3 20 1 500 B 690 - - 4 - - CONDENSATE PUMP 5 20 1 1588 C 690 20 - 6 CASEWORK milis- GIFTS REC - ALERATIONS WEST 7 20 1 720 A 1265 20 3 8 VACUUM TANK SPARE REC - ALTERATIONS WEST 9 20 1 360 B 1265 - 1 10 FIT 2-11 HP -6 (RECEIVING) REC - ALTERATIONS WEST 11 2Q 1 360 C 1265 - 1 12 EUH 31 10 REC - ALTERATIONS CENTER FLOOR 13 20 1 360 A 360 20 1 14 POWER POLE - SECOND FLOOR 30 - PRESS 15 20 3 1500 B 360 20 1 16 POWER POLE - FIRST FLOOR A 5817 LTS-1STFLOORNW&SWSTOCK 17 - 1 1500 C 360 20 1 18 POWER POLE - FIRST FLOOR 30 X,2 LTS - 1ST FLOOR NW DRESSING ROOMS 19 - - 1500 A 540 20 1 20 RECEPTS. - TOILET, RAIL DRESSING - ALTERATIONS PRESS 21 20 3 1500 B 1500 20 2 22 STEAM IRON X,3 19 EUH-3 23 - - 1500 0 1500 20 1 24 EDC #1-6 X,3 EUH-4 25 - - 1500 A 540 20 1 26 REC - TAILOR SHOP WEST 22 REC - ALTERATIONS EAST 27 20 1 1080 B 360 20 1 28 REC - TAILOR SHOP CENTER X,3 - • REC - ALTERATIONS EAST 29 20 1 900 C 360 20 1 30 REC - TAILOR SHOP CENTER X,3 SPOTTING BOARD 31 20 1 1500 A 900 20 1 32 REC - TAILOR SHOP CENTER SPOTTING BOARD 33 20 1 1500 B 360 20 1 34 REC - TAILOR SHOP CENTER - RECEPTS.ISHADE - DISPLAY WINDOW 35 20 1 540 C 4000 20 1 36 SPARE LOAD DESCRIPTION WATER FOUNTAIN 37 20 1 300 A 1080 20 1 38 HAND DRYER 1,X X,3 EMCS PANEL 39 20 1 500 B 5560 20 1 40 SPARE RECEPT. - EMPLOYEE 41 20 1 360 C 200 20 1 42 EMCS PANEL LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: 125% 19470 100% 19470 125% 3795 125% 4744 1588 100% 1588 8820 100% 8820 50% 1080 100% 1080 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS TOTAL CONNECTED LOAD AMPS PHASE A: 12,165 VA 101 A PHASE B.. 11,475 VA 96 A PHASE C: 11,123 VA 93A TOTAL CALCULATED LOAD: 35,702 VA TOTAL CALCULATED AMPS: 99 A 34,753 35,702 NOTES (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER (Z)=RE-LABELED CIRCUIT 1. SR CIRCUIT BREAKER 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST, SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08/2 2012 (E) PANEL '1A' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) MAIN SWITCHBOARD "MDP2' MOUNTING. PANEL GROUP VOLTAGE 480Y/277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC. 14600 LOCATION: 1NW GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE AMPS LTS - WEST SALES FLOOR FLUOR 1 20 1 2520 A 3070 20 3 2 FC-1 LTS WEST SALES FLOOR FLUOR 3 20 1 2520 13 3070 - - 4 - - ITS - WEST SALES FLOOR FLUOR 5 20 1 2920 C 3070 20 - 6 CASEWORK milis- GIFTS LTS - WEST SALES FLOOR FLUOR 7 20 1 2940 A 3000 20 1 8 EDC #2-10 SPARE LTS - WEST SALES FLOOR FLUOR. SOFFIT 9 20 1 2520 B 1656 20 1 10 FIT 2-11 HP -6 (RECEIVING) LTS - WEST SALES FLOOR FLUOR. SOFFIT 11 20 1 2205 C 3300 20 1 12 EUH 31 10 LTS - NW OFFICES AND TAILOR ROOM 13 20 1 2660 A 5000 30 3 14 EDC #1-8 AND EDC #1-9 30 - LTS - MEN'S TOILET AND TAILOR ROOM 15 20 1 2730 B 5000 - 1 16 REC - 1ST FLOOR N.E. SALES A 5817 LTS-1STFLOORNW&SWSTOCK 17 20 1 1715 C 5000 - 1 18 REC - 1ST FLOOR NE. SALES 30 X,2 LTS - 1ST FLOOR NW DRESSING ROOMS 19 20 1 770 A 2830 20 1 20 FIT 1-2 , EDC #1-2, EDC tri-1 - EUH-2 21 20 1 2000 B 1670 20 1 22 FIT 1-7 X,3 19 EUH-3 23 20 1 2000 C 2000 20 1 24 EDC #1-6 X,3 EUH-4 25 20 1 2000 A 3000 20 1 26 EDC #1-7 22 FIT 1-3 AND FIT 1-5 27 20 1 3660 13 1500 20 1 28 EDC 2-9 X,3 - • LTS - TREE GRATES 29 20 1 2400 0 700 20 1 30 FIT 2-10 X,3 MUA-1 31 20 3 790 A 2400 20 1 32 FIT 2- AND FIT 2-14 SENSORMATIC EAS WEST ENTRY 33 20 - 790 , B 4000 20 1 34 EDC #1-3 AND EDC #1-5 - - 35 20 1 790 C 4000 30 1 36 EDC #2-12 AND EDC #2-13 LOAD DESCRIPTION ESCALATOR MOTOR 37 40 3 5560 A 5560 40 3 38 ESCALATOR MOTOR b HARGFpA:H..((:1660:44:48_81:60, INC. 0 SEATTLE, WA 98101 0 600 STEWART ST, SUITE 1000 X,3 UGHTS DISPLAYWNDOW 39 20 1 5560 B 5560 20 1 40 - SENSOR TIC EAS - NORTH ENTRY 41 20 - 5560 C 5560 20 - 42 FIT 1-SAND EF-16 LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: 125% - 100% - 25900 125% 32375 16680 125% 20850 25890 100% 25890 100% 50% - 57086 10036 57086 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 7,985 VA 67 A PHASE B: 11,265 VA 94A PHASE C: 12,920 VA 108 A PHASE A, 42,100 VA 152 A PHASE B: 42,236 VA 152A PHA,SE C: 41,220 VA 149A TOTAL CALCULATED LOAD: 136,201 VA TOTAL CALCULATED AMPS: 164 A 125,556 136 201 , NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER (Z)=RE- LABELED CIRCUIT. 1. 20A, 2 POLE CONTACTOR 'le Z 20A, 2 POLE CONTACTOR lb" 3. 20A, 2 POLE CONTACTOR °le 4. 20A 2 POLE CONTACTOR le 5. 204, 2 POLE CONTACTOR le HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08/2212012 (E) PANEL '10' PROJECT Nordstrom Southeentor CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL "DP1" MOUNTING: PANEL GROUP VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AJC : 1 , 000 LOCATION: 1NW GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO • BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE AMPS !MC - 2ND FLOOR TOWN SQUARE 1 20 1 900 A 540 20 1 2 REC - SECOND FLOOR GIFTS REC - 2ND FLOOR TOWN SQUARE 3 20 1 900 B 700 20 1 4 CASEWORK LIGHTS - GIFTS - REC - 2ND FLOOR INDIVIDUALIST 5 20 1 1080 C 800 20 1 6 CASEWORK milis- GIFTS REC - POIVI OFFICE 7 20 1 1080 A 180 20 1 8 REC - 2ND FLOOR NW SPARE REC - POM 9 20 1 900 5 360 20 1 10 REC - 2ND FLOOR NW HP -6 (RECEIVING) REC - STAIR 3 11 20 1 900 C 1260 20 1 12 REC - 2ND FLOOR NORTH DRESSING ROOM 10 RECEPTS./SHADE - DISPLAY WINDOWS 13 20 1 540 A 900 20 1 14 AEC - 1ST FLOOR N,E. SALES 30 - 'RECEPTS. - BLDG. EXTERIOR 15 20 1 1080 8 900 20 1 16 REC - 1ST FLOOR N.E. SALES A 5817 LTS AND REC - WEST ENTRY 17 20 1 1480 C 720 20 1 18 REC - 1ST FLOOR NE. SALES 30 X,2 RECEPTACLE - RAIL FLOOR 19 20 1 180 A - 20 1 20 SPARE - SPARE 21 20 1 30 B 1200 20 1 22 LIGHTS - DISPLAY WINDOW X,3 19 CASE LIGHTS - MEN'S SUITS 23 20 1 1500 C 1200 20 1 24 UGHTS-DISPLAYWJNDOW X,3 RECEPTS./SHADE- DISPLAY WINDOW 25 20 1 540 A 20 1 26 SPARE 22 REC - FIRST FLOOR SALES NW 27 20 1 9013 B 1200 20 1 28 LIGHTS - DISPLAY WINDOW X,3 - • REC - FIRST FLOOR STOCK NW 29 20 1 1080 C 100 20 1 30 SPARE X,3 LIGHTS - DISPLAY WINDOW 31 20 1 1200 A 800 20 1 32 LTS - WEST ENTRY SENSORMATIC EAS WEST ENTRY 33 20 f 500 8 300 20 1 34 EF-14 AND MU A-2 - UGHTS - DISPLAY WINDOW 35 20 1 1200 C 300 20 1 36 EF-13 AND FIT 2-13 LOAD DESCRIPTION SPARE 37 20 1 A 1125 20 1 38 TF-1 b HARGFpA:H..((:1660:44:48_81:60, INC. 0 SEATTLE, WA 98101 0 600 STEWART ST, SUITE 1000 X,3 UGHTS DISPLAYWNDOW 39 20 1 1200 6 1125 20 1 40 TF-1 SENSOR TIC EAS - NORTH ENTRY 41 20 1 500 C 900 20 1 42 FIT 1-SAND EF-16 LOAD CALCULATIONS LOAD DESCRIPTION CONN, (VA) DEMAND FACTOR CALC, (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: - 125% 1000 100% 1000 12480 125% 15600 1125 125% 1406 2625 100% 2625 10000 100% 10000 4940 50% 2470 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 7,985 VA 67 A PHASE B: 11,265 VA 94A PHASE C: 12,920 VA 108 A TOTAL CALCULATED LOAD: 33,101 VA TOTAL CALCULATED AMPS: 92A 32,170 33,101 NOTES: (N)=NEW CIRCUIT, NEW BREAKER: (X)----NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 20A 2 POLE CONTACTOR mlf" 2. 20A 4 POLE CONTACTORIlle 3. 20A, 12 POLE CONTACTOR -tr 4. - HARGLS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0 / 212012 (E ) PANEL 'PA' PROJECT: Nordstrom Southoontor CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD "MDP2' MOUNTING: SURFACE VOLTAGE 480Y/277V 30, 4-W1RE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AIC 14 ,000 LOCATION: First Floor Shoe Stock GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO SW TCH LOAD (VA) FUSE 0 LOAD (VA) SWITCH FUSE CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS AMPS POLE AMPS SPARE 1 30 5817 30 30 3 2 CARDBOARD BALER - B 5817 30 - - - C 5817 30 - - SPARE 7 30 3 A 5540 30 30 3 8 HP -6 (RECEIVING) 5540 30 - 10 11 - 5540 30 - 12 TRASH COMPACTOR 13 30 3 30 5817 A 5817 30 30 3 14 TRASH COMPACTOR 15 30 5817 B 5317 30 16 - 17 - 30 5817 C 5817 30 - 18 - SPARE 19 100 3 - A - 100 3 20 SPARE 21 22 23 - - • 24 SPARE 25 100 100 26 SPARE 27 - - - - - 28 29 - - 30 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. A MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10WA: TOTALS: 125% 100% 125% .. 17451 125% 21814 51522 100% 51522 100% 50% LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 22,991 VA 83 A PHASE B: 22,991 VA 83A PHASE C: 22,991 VA 83 A TOTAL CALCULATED LOAD: 73,338 VA TOTAL CALCULATED AMPS: 88 A Km NOTES: 1. . b14147.7313336 z 4. b HARGFpA:H..((:1660:44:48_81:60, INC. 0 SEATTLE, WA 98101 0 600 STEWART ST, SUITE 1000 $$$DES1GN$SPECIFICATION$$$$$$$$$$$$$ SUDATE$$$$ STIME SEPARATE PERMITAND APPROVAL REQUIRED REG& EL) CITY OF TUKWILA NOV 'I 92012 PERMIT CENTER PANEL SCHEDULE KEY PLAN COPYRIGHT (2) 2012 CALLISON •- c.) - 2 c O (>) cd • N. w 0 z #, 0 N- o • 0 C) Z N- o o co 0 • cr) cc) < el co 00 co co a.)- 7. co co CNI cou. I■ www.nordstrom 0 CALLISON www.callison.com SOUTHCENTER (005) 100 Southcenter Mali Tukwila, WA 98188 ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 PANEL SCHEDULES E-501 10 11 12 13 1 PANEL SCHEDULE : 08/2212012 (E) PANEL 'S A' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMER 79 MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC' 10,000 LOCATION: STOCK 1SE GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE CKT ITEM DESCRIPTION NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE AMPS RECEPTS./SHADE - DISPLAY WINDOW 1 20 1 540 A 1200 20 1 2 LTS - S.E. STOCK 1 2 SPARE 3 20 1 REC - HOSIERY STOCK B 1200 20 1 4 LTS - SE. STOCK 20 1 SPARE 5 20 1 - C 1200 20 . 1 6 LTS - S. E. STOCK - - REC - S.E. SALES 7 20 1 1080 A 1200 20 1 8 LTS - S.E. STOCK A 100 REC - S.E. SALES 9 20 1 1080 B 1200 20 1 10 ,LTS - S.E. U.L.S. 540 B REC - S.E. SALES 11 20 1 1080 C 1200 20 1 12 LTS - S.E. U.L.S. 1 900 REC - STOCK ROOMS AND SOUND EQUIPMENT 13 20 1 720 A 1200 20 1 14 LTS - S.E. U.L.S. 20 1 -SPARE 15 20 1 20 B 1200 20 1 16 LTS - S.E. U.L.S. 15 20 SPARE 17 20 1 - C 1200 20 1 18 LTS - SE. U.L.S. RECEPTS. - EBAR STOCK, DISPLAY WINDOW 17 SPARE 19 20 1 C A 600 20 1 20 LTS - LOADING DOCK INTERIOR LOAD CALCULATIONS REC - HARD AISLE COLUMNS WEST SPARE 21 20 1 900 B 600 20 1 22 LTS - LOADING DOCK EXTERIOR EX 1Z SPARE 23 20 1 1 C 720 20 1 24 REC - LOADING DOCK CASEWORK - COSMETICS 2,X SPARE 25 20 1 20 A 1000 20 1 26 COILING DOORS EAST - LOADING DOCK 24 CASEWORK -COSMETICS SPARE 27 20 1 25 B 1000 20 1 28 COILING DOOR WEST - LOADING DOCK 1 26 SPARE 29 20 1 1 C 1200 20 1 30 LTS - SE STOCK 20 1 SPARE 31 20 1 1 A 29 20 1 32 SPARE 32 SPARE 'SPARE 20 SPARE 33 20 1 1 B CASEWORK - COSMETICS 20 1 34 SPARE A 900 SPARE 35 20 1 SPARE C C 20 1 36 SPARE 1000 B SPARE 37 20 1 1 A 12653 100 3 38 (E) PANEL 'EB' 1 720 SPARE 39 20 1 1 B 12045 600 3,X 40 37 20 1 SPARE 41 20 1 20 C 13597 SPARE 20 42 CASEWORK - COSMETICS 39 20 LOAD CALCULATIONS 1000 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT 8, MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: KITCHEN (EQUIP = 16): TOTALS: 26% - 100% - 19520 125% 24400 1740 125% 2175 3127 100% 3127 5580 100% 5580 - 50% - 240 100% 240 28508 65% 18530 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 20,193 VA 168A PHASE B: 18,325 VA 153 A PHASE C: 20,197 VA 168 A TOTAL CALCULATED LOAD: 54,052 VA TOTAL CALCULATED AMPS: 150 A 68,715 54,052 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)z-4■IBA/ 1. 20A, 4 POLE CONTACTOR ''SINA-1" 2. 20A, 4POLE CONTACTOR "SWAr? 3. 4. 5. CIRCUIT, EXISTING BREAKER. (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE : 08/22/2012 E) PANEL '1H1' PROJECT Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL DP2' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS'. 225A MAIN LUGS ONLY NEUTRAL: 100% RATED Ale: 10,000 LOCATION: 1SW GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE NO AMPS POLE AMPS POLE (E) PANEL '2G' R EC - HOS EFtY STOCK 1 20 1 900 A 200 20 1 2 SPARE 3 20 REC - HOSIERY STOCK 3 20 1 1080 B - 20 1 4 SPARE 20 - REC - HOSIERY STOCK 5 20 1 1080 7200 - - 6 - SPARE 1 (E) PANEL '2E' CASE LTS - HANDBAGS 7 20 1 1200 A 100 20 1 8 SPARE 600 B RECEPTS /SHADE - DISPLAY WINDOW 9 20 1 540 B - 20 1 10 SPARE C - RECEPTS. - BLDG. EXTERIOR 11 20 1 900 C 1000 20 1 12 'CASEWORK CASEWORK - COSMETICS 600 LOAD CALCULATIONS LTS - EXTERIOR WEST 13 20 1 400 A 1000 20 1 14 -COSMETICS 2,)( HARGIS ENGINEERS, INC. 600 STEVVART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 REC - MALL ENTRY 15 20 1 720 B - 20 1 16 SPARE 1 X RECEPTS. - EBAR STOCK, DISPLAY WINDOW 17 20 1 720 C - 20 1 18 SPARE 20 TRACK LTS - IST FLR SALES S.E. LOAD CALCULATIONS REC - HARD AISLE COLUMNS WEST 19 20 1 900 A 720 20 1 20 RECEPTS. - COSMETICS FLOOR EX 1 REC - MALL ENTRY 21 20 1 720 B 1000 20 ' 1 22 CASEWORK - COSMETICS 2,X TRACK LTS -1ST FLOOR SALES &W. REC - MALL ENTRY 23 20 1 1080 C 1000 20 1 24 CASEWORK -COSMETICS 2,X 27 COILING DOORS - WEST AND SOUTH ENTRY 25 20 2 800 A 720 20 1 26 RECEPTS. - COSMETICS FLOOR ZX 20 1 27 C - 800 B 900 20 1 28 EXISTING LOAD 20 1 TIME CLOCK #2 29 20 1 300 C 32 SPARE 'SPARE 20 1 30 SPARE 1 3,X CASEWORK - COSMETICS 31 20 1 1000 A 900 30 2 32 SPARE 600 C CASEWORK-COSMETICS 33 20 1 1000 B TRACK LTS - 1ST FLOOR SALES S.W. 37 20 1 600 A 3,X RECEPTS. - COSMETICS FLOOR 35 20 1 720 C 39 20 1 36 SPARE 600 3,X CASEWORK - COSMETICS 37 20 1 1000 A 20 20 1 38 SPARE 20 3,X CASEWORK - COSMETICS 39 20 1 1000 B 600 20 1 40 TRK LTS IST FLR SVV. SALES 3,X , 3,X RECEPTS. - COSMETICS FLOOR 41 20 1 720 C 720 20 1 42 RADIENT HEAT - ROOM 111 LOAD CALCULATIONS LOAD CALCU ATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (V MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 1200 100% 1200 9600 125% 12000 1600 125% 2000 - 100% - 10000 100% 10000 1520 50% 760 6001- 125% 750 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 8,640 VA 72 A PHASE B: 8,360 VA 70 A PHASE C: 7,520 VA 63A TOTAL CALCULATED LOAD: 26,710 VA TOTAL CALCULATED AMPS: 74 A 22500 28,125 24,520 26,710 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 20A, 2 POLE CONTACTOR "lp" 2. 20A, 10 POLE CONITACTOR'lr" 3, 30A. 12 POLE CONTACTOR "1H1-1" 4. . HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 . PH. (206) 448-3376 FAX. (206) 448-4450 DIST. PANEL SCHEDULE : 0812212012 E) DIST. PANE 'DP3' PROJECT Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMER 'T3' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 400A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED AIC: 10,000 LOCATION: 2NE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE TRACK LTS - 1ST FLOOR SALES S.W. (E) PANEL '2G' 1 225 3 13130 A 8100 200 3 2 (E) PANEL '2C' TRACK LTS - 1ST FLOOR SALES S.W. 3 20 1 600 8 12420 B 7200 - 4 CASEWORK - COSMETICS 1,X TRACK LT - 1ST FLOOR SALES SAM 5 20 - 5 . - 13610 C 7200 - - 6 - 20 1 (E) PANEL '2E' 7 100 3 5760 A 7240 100 3 8 (E) PANEL 7E' 1 600 B 600 - - 3500 B 6980 - - 10 1 600 C - 11 1 12 TRACK LTS- 1ST FLOOR SALES SOUTH 2720 C 6280 - 20 12 600 A 600 LOAD CALCULATIONS 13 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING; TRACK UGHTING (0 FEET, 0 \m) TOTALS: 125% - 3700 100% 3700 16620 125% 20775 1600 125% 2000 1000 100% 1000 10000 100% 10000 10220 50% 5110 28000 100% 28000 500 100% 500 225001- 125% 28125 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 34,230 VA 285 A PHASE B: 30,100 VA 251 A PHASE C: 29.810 VA 24&A TOTAL CALCULATED LOAD: 99,210 VA TOTAL CALCULATED AMPS: 276 A 94,140 99,210 NOTES: (N )=NEW CIRCUIT, NEW BREAKER', (X)=NEW 1. 2. 3. 4. 5. CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 600 STEVVART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 DIST. PANEL SCHEDULE : 0812212012 (E) DIST. PANEL `DP2' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) TRANSFORMER 77 MOUNTING'. PANEL GROUP VOLTAGE 208Y/120V 30, 4-WIRE SECTION 1 OF 1 MAINS'. 400A MAIN CIRCUIT BREAKER NEUTRAL 100% RATED AEC: 10 000 LOCATION: 1$W GROUND EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS- POLE AMPS POLE TRACK LTS - 1ST FLOOR SALES S.W. (E) PANEL1 H2' 1 100 3 6260 A 2960 225 3 2 (E) PANEL '1H' TRACK LTS - 1ST FLOOR SALES S.W. 3 20 1 600 8 5040 B 10840 4 TRACK LTS - 1ST FLOOR SALES SOUTH 4 CASEWORK - COSMETICS 1,X TRACK LT - 1ST FLOOR SALES SAM 5 20 1 600 C 600 4040 C10320 6 TRACK LTS - 1ST FLOOR SALES SOUTH - 1,X TRACK LTS - 1ST FLOOR SALES S.W. 7 20 1 (E) PANEL ID' 7 200 3 8700 A 2800 100 3 8 PANEL '2G1' 1 600 B 600 20 - 8400 B 3160 TRACK LTS - 1ST FLOOR SALES S.W. 11 10 1 600 C 600 11 1 12 TRACK LTS- 1ST FLOOR SALES SOUTH 8400 C 1230 - 20 12 600 A 600 (E) PANEL '1141' 13 100 3 8640 A 15 100 3 14 MALL SHOW LIGHTS 600 20 1 15 15 20 8360 B 20 - 600 16 - 20 1 - 17 - - 7520 C 1 - - 18 20 1 20 TRACK LTS - IST FLR SALES S.E. LOAD CALCULATIONS TRACK LTS - 2ND FLOOR N.E. SALES LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 4950 100% 4950 61800 125% 77250 4500 125% 5625 1600 100% 1600 10000 100% 10000 8360 50% 4180 2160 100% 2160 3300/ 125% 4125 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 29,360 VA 245A PHASE B: 35500 VA 298 A PHASE C: 31 510 VA 263 A TOTAL CALCULATED LOAD: 109,890 VA TOTAL CALCULATED AMPS: 305 A 96,670 109,890 NOTES: (N)=NEW CIR UST, NEW BREAKER; (X)=NEW CIRCUIT. EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. . HARGIS ENGINEERS, INC. 600 STEVVART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08122/2012 (E) PANEL '1D1 PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'DP2' MOUNTING: FIELD VERIFY VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED AC: 10,000 LOCATION: 1SW GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD cVA) 0 LOAD VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE TRACK LTS - 1ST FLOOR SALES S.W. 1 20 1 600 A 600 20 1 2 TRACK LTS - 1ST FLOOR SALES SOUTH 2 CASEWORK - COSMETICS 1,X TRACK LTS - 1ST FLOOR SALES S.W. 3 20 1 600 8 600 20 1 4 TRACK LTS - 1ST FLOOR SALES SOUTH 4 CASEWORK - COSMETICS 1,X TRACK LT - 1ST FLOOR SALES SAM 5 20 1 600 C 600 20 1 6 TRACK LTS - 1ST FLOOR SALES SOUTH 6 CASEWORK - COSMETICS 1,X TRACK LTS - 1ST FLOOR SALES S.W. 7 20 1 600 A 600 20 1 8 TRACK LT S- 1ST FLOOR SALES SOUTH 8 CASEWORK -COSMETICS 1X TRACK LTS- 1ST FLOOR SALES S. W. 9 20 1 600 B 600 20 1 10 TRACK LTS - 1ST FLOOR SALES SOUTH 10 RECEPTS, -COSMETICS FLOOR 1,X TRACK LTS - 1ST FLOOR SALES S.W. 11 20 1 600 C 600 20 1 12 TRACK LTS- 1ST FLOOR SALES SOUTH 12 CASEWORK -COSMETICS 600 TRACK LTS - 1ST FLOOR SALES S.W. 13 20 1 600 A 600 20 1 14 TRACK LTS - 1ST FLR SALES S.E. 14 CASEWORK -COSMETICS 'TRACK LTS - 1ST FLOOR SALES S.W. 15 20 1 600 B 600 20 1 16 TRACK LTS -1ST FLR SALES S.E. 15 20 TRACK LTS - 1ST FLOOR SALES S.W. 17 20 1 600 C 600 20 1 18 TRACK LTS - 1ST FLR SALES S.E. 18 LP OFFICE 17 TRACK LTS - 1ST FLOOR SALES S.W. 19 20 1 600 A 600 20 1 20 TRACK LTS - IST FLR SALES S.E. 20 - TRACK LTS - 2ND FLOOR N.E. SALES TRACK LTS - 1ST FLOOR SALES S.W. 21 20 1 600 B 600 20 1 22 LIGHTS - SOUTHEAST 22 SPARE 1 TRACK LTS - 1ST FLOOR SALES S.W. 23 20 1 600 C 600 20 1 24 TRACK LTS - 1ST RR SALES S.E. 24 SPARE TRACK LTS -1ST FLOOR SALES &W. 25 20 1 600 A 600 20 1 26 TRACK LTS - 1ST FLR SALES S.E. 26 SPARE TRACK LTS - 2ND FLOOR S .E. SALES TRACK LTS - 1ST FLOOR SALES S.W. 27 20 1 600 B 600 20 1 28 TRACK LTS- 1ST FIR SALES S.E. 28 SPARE 'TRACK LTS -1ST FLOOR SALES S.W. 29 20 1 600 C 600 20 1 30 TRACK LTS - 1ST FLOOR SALES SOUTH 30 SPARE 1 TRACK LTS -1ST FLOOR SALES S.W. 31 20 1 900 A 600 20 1 32 TRACK LTS - 1ST FLOOR SALES SOUTH 32 SPARE 'SPARE 20 TRACK LTS - 1ST FLOOR SALES S.W. 33 20 1 600 B 600 20 1 34 TRACK LTS - ALCOVE WEST 34 900 TRACK LTS - 1ST FLOOR SALES S.W. 35 20 1 600 C 600 20 1 36 TRACK LTS - ALCOVE WEST 36 SPARE B TRACK LTS - 1ST FLOOR SALES S.W. 37 20 1 600 A 600 20 1 38 TRACK LTS - ESCALATOR 38 SPARE 200 T CK LTS 1ST FLOOR SALES S.W. 39 20 1 600 B 600 20 1 40 TRACK LTS - ESCALATOR 40 SPARE 1 TRACK LTS - 1ST FLOOR SALES S.W. 41 20 1 600 C 600 20 1 42 TRACK LTS - ESCALATOR 42 SPARE 20 LOAD CALCULATIONS LOAD CALCULATION& LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CA C. A) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 100% - 22800 25% 28500 125% 100% 100% - 50% 27000- 125% 3375 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 8,700 VA 73A PHASE B: 8,400 VA 70 A PHASE C: 8400 VA 70 A TOTAL CALCULATED LOAD: 31,875 VA TOTAL CALCULATED AMPS: 89 A TOTAL CALCULATED LOAD: 18,815 VA TOTAL CALCULATED AMPS: 52 A 31 875 2 00 , NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X )NEW CIRCUIT, EXISTING BREAKER, (Z)RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 1. 225A, 3 POLE CONTACTOR "Id" 600 STEWART ST., SUITE 1000 2. SEATTLE, WA 98101 3. 4. PH. (206) 448-3376 5. FAX. (206) 448-4450 PANEL SCHEDULE : 08/2212012 (E) PANEL 111H2' PROJECT Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL 'DP2' MOUNTING'. PANEL GROUP VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS :100A MAIN LUGS ONLY NEUTRAL: 100% RATED NC: 10,000 LOCATION: 1SW GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS, POLE AMPS POLE 1,X CASEWORK - HANDBAGS 1 20 1 1000 A 1000 20 1 2 CASEWORK - COSMETICS 1,X TRACK LTS - 2ND FLOOR S.E SALES CASEWORK - COSMETICS 3 20 1 1000 B 1000 20 1 4 CASEWORK - COSMETICS 1,X 4 REC - COSMETIC STOCK 5 20 1 360 C 1000 20 1 6 CASEWORK - COSMETICS 1,X 1,X CASEWORK-JEWELRY 7 20 1 1000 A 400 20 1 8 CASEWORK -COSMETICS 1X 1,X CASEWORK.JEWELRY 9 20 1 1000 B 540 20 1 10 RECEPTS, -COSMETICS FLOOR 1,X ZX RECEPTS. -COSMETICS 11 20 1 180 C 1000 20 1 12 CASEWORK -COSMETICS 600 C RECEPTACLE NEXT TO PANEL 13 20 1 4 360 A 1000 20 1 14 CASEWORK -COSMETICS 1 600 SPARE 15 20 1 14 8 1500 20 316ACUNT 15 20 1 SPARE 17 20 1 1 C 1500 X,1 - 18 LP OFFICE 17 20 SPARE 19 20 1 20 A 1500 - - 20 - TRACK LTS - 2ND FLOOR N.E. SALES 19 SPARE 21 20 1 600 B 1 20 1 22 SPARE 1 TRACK LTS - 2N0 FLOOR N.E. SALES SPARE 23 20 1 R C 20 20 1 24 SPARE X,1 SPARE 25 20 1 600 A 600 20 1 26 SPARE TRACK LTS - 2ND FLOOR S .E. SALES X,1 SPARE 27 20 1 1 B A 20 1 28 SPARE 26 TRACK US - 2ND FLOOR S.E. SALES SPARE 29 20 1 20 C 600 20 1 30 SPARE 1 28 SPARE 31 20 1 29 A 1 20 1 32 SPARE 'SPARE 20 1 SPARE 33 20 1 TRACK LTS - 2ND FLOOR ESCALATOR B 20 20 1 34 900 20 SPARE 35 20 1 C 33 20 1 36 SPARE B 1200 SPARE 37 20 1 A SPARE 20 1 38 SPARE 200 C SPARE 39 20 1 TRACK LTS B 20 1 40 SPARE 1 1200 SPARE 41 20 1 38 C 20 1 42 SPARE 20 1 LOAD CALCULATION& B LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) NI1SCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: 125% 100% 9400 125% 11750 4500 125% 5625 100% 1440 100% 1440 - 50% - LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 6,260 VA 52A PHASE B: 5,040 VA • 42A PHASE C: 4,040 VA 34 A TOTAL CALCULATED LOAD: 18,815 VA TOTAL CALCULATED AMPS: 52 A 41 15,340 18,815 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 1. 30A, 12 POLE CONTACTOR 9H2-IM 600 STEWART ST., SUITE 1000 2. PROVIDE GR CIRCUIT BREAKER SEATTLE, WA 98101 3. 4. PH. (206) 448-3376 . FAX. (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL '2C' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL '0P3' MOUNTING: PANEL GROUP VOLTAGE: 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10 000 LOCATION: 2NE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 TRACK LTS - 2N0 FLOOR NE. SALES 1 20 1 600 A 600 20 1 2 TRACK LTS - 2ND FLOOR S.E SALES 5 TRACK LTS - 2ND FLOOR N.E SALES 3 20 1 600 B 600 20 1 4 TRACK LTS - 2ND FLOOR S.E SALES Z TRACK LT - 2N0 FLOOR N.E. SALES 5 20 1 600 C 600 20 1 6 TRACK LTS - 2ND FLOOR S.E SALES TRACK LTS - 2ND FLOOR ME SALES 7 20 1 600 A 600 20 1 8 TRACK LTS - 2ND FLOOR S.E SALES TRACK LTS - 2ND FLOOR N.E SALES 9 20 1 600 B 600 20 1 10 'TRACK TRACK LTS - 2ND FLOOR 5.E SALES X,1 TRACK LTS - 2ND FLOOR N.E SALES 11 20 1 600 C 600 20 1 12 LTS - 2ND FLOOR S.E SALES X,1 TRACK LTS 2ND FLOOR N.E. SALES 13 20 1 600 A 600 20 1 14 TRACK LTS - 2ND FLOOR S.E SALES X,1 TRACK LTS - 2ND FLOOR N.E. SALES 15 20 1 600 B 600 20 1 16 TRACK LTS - 2ND FLOOR S.E. SALES X,1 TRACK LTS - 2ND FLOOR N.E. SALES 17 20 1 600 C 600 20 1 18 TRACK LTS - 2ND FLOOR S.E. SALES TRACK LTS - 2ND FLOOR N.E. SALES 19 20 1 600 A 600 20 1 20 TRACK LTS - 2ND FLOOR ESCALATOR 1 TRACK LTS - 2N0 FLOOR N.E. SALES 21 20 1 600 R 600 20 1 22 TRACK LTS - 2ND FLOOR ESCALATOR X,1 TRACK LTS - 2ND FLOOR NE, SALES 23 20 1 600 C 600 20 1 24 TRACK LTS - 2ND FLOOR S .E. SALES X,1 X, 1 TRACK LTS - 2ND FLOOR N.E. SALES 25 20 1 600 A 600 20 1 26 TRACK US - 2ND FLOOR S.E. SALES Z TRACK LTS - 2ND FLOOR N.E. SALES 27 20 1 600 13 600 20 1 28 TRACK LTS - 2ND FLOOR S.E SALES X, 1 TRACK LTS - 2ND FLOOR N.E. SALES 29 20 1 600 C 600 20 1 30 TRACK LTS - 2ND FLOOR S.E SALES TRACK LTS - 2ND FLOOR ESCALATOR 31 20 1 600 A 900 20 1 32 TRACK LTS 2ND FLI1 NS DRESSING RMS. 34,140 32,420 TRACK LTS - 2ND FLOOR ESCALATOR 33 20 1 600 B 1200 20 1 34 SPARE SPARE 35 20 1 200 C 600 20 1 36 TRACK LTS X,1 SPARE 37 20 1 1200 A 600 20 1 38 TRACK LTS TRACK LTS - GIFTS 39 20 1 600 B 720 20 1 40 SPARE TRACK LTS - GIFTS 41 20 1 600 C 720 20 1 42 SPARE LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR • CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 100% 125% 125% 100% .. 100% 50% 22500 1- 125% 28125 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 8,100 VA 68 A PHASE B- 7,200 VA 60 A PHASE C 7,200 VA 60A TOTAL CALCULATED LOAD: 28,125 VA TOTAL CALCULATED AMPS 78 A 22500 28,125 NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 225A 3 POLE CONTACTOR -20. 2. 3. , 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08/22/2012 (E) PANEL '1H' PROJECT: Nordstrom Southcerger CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'IDPZ MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 LOCATION: 1SW GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 SPARE 1 20 1 1080 A 1080 20 1 2 SPARE 5 SPARE 3 20 1 1080 8 1200 20 1 4 LIGHTS - DISPLAY WINDOW Z SPARE 5 20 1 1080 C 1080 20 1 6 SPARE SPARE 7 20 1 1260 A 1440 20 1 8 SPARE SPARE 9 20 1 1500 B 1200 20 1 10 LIGHTS - DISPLAY WINDOW X,1 LIGHTS - DISPLAY WINDOW 11 20 1 1200 C 1200 20 1 12 LIGHTS - DISPLAY WINDOW X,1 SPARE 13 20 1 2500 A 1080 20 1 14 SPARE X,1 LIGHTS - DISPLAY WINDOW 15 20 1 1200 B 1200 20 1 16 LIGHTS - DISPLAY WINDOW X,1 LIGHTS - DISPLAY WINDOW 17 20 1 1200 C 900 20 1 18 SPARE SPARE 19 20 1 1350 A 1080 20 1 20 SPARE 1 SPARE 21 20 1 1350 B 1200 20 1 22 LIGHTS - DISPLAY WINDOW X,1 LIGHTS - DISPLAY WINDOW 23 20 1 1200 C 1200 20 1 24 LIGHTS - DISPLAY WINDOW X,1 X, 1 SPARE 25 20 1 600 A 1500 20 1 26 SPARE Z LTS - SOUTH ENTRY 27 20 1 1000 B 1200 20 1 28 SPARE X, 1 LTS - WEST ENTRY 29 20 1 1000 C 2500 20 1 30 SPARE SENSORMATIC EAS - MALL ENTRY 31 20 1 500 A 540 20 PHASE A: 12,970 VA 108 A PHASE B: 12,670 VA 106 A PHASE C: 8,500 VA 71 A 32 RECEPTS./SHADE - DISPLAY WINDOW 34,140 32,420 CEILING RECEPTACLES 33 20 1 720 B 1200 20 1 34 LIGHTS - DISPLAY WINDOW ECNIP CONTROL VOLTAGE 35 20 1 200 C 1200 20 1 36 LIGHTS - DISPLAY WINDOW X,1 NORDSTROM MALL SIGN 37 20 1 1200 A 720 20 1 38 CEILING RECEPTACLES NORDSTROM MALL SIGN 39 20 1 1200 8 720 20 1 40 CEILING RECEPTACLES ORDSTROM MALL SIGN 41 20 1 1200 C 720 20 1 42 CEILING RECEPTACLES LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: 125% - 700 100% 700 20000 125% 25000 - 125% - 100% 3420 100% 3420 50% - LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 2,960 VA 25A PHASE B: 10,840 VA 90 A PHASE C: 10,320 VA 86A TOTAL CALCULATED LOAD: 29,120 VA TOTAL CALCULATED AMPS: 81 A PHASE A: 5,760 VA 48A PHASE a 3,500 VA 29 A PHASE C: 2,720 VA 23A 24,120 29,120 1 1 1,499 134,37 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2 -RE-LABELED CIRCUIT 1. 20A, 36 POLE CONTACTOR "In" ((3) 12 POLE CONTACTORS) 2. 20A, 4 POLE CONTACTOR °le 3. 4. 5. HARGIS ENGINEERS, INC. 600 STBNART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE : 08122/2012 E) PANEL 'BS' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) TRANSFORMER T8' MOUNTING SURFACE VOLTAGE 208Y/120V 30, 4-WIRE SECTION- 1 OF 1 MAINS: 200A MAIN CIRCUIT BREAKER NEUTRAL 100% RATED AC : 10,000 LOCATION: STOCK 28E GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO TEM DESCRIPTION NOTE AMP S1 POLE AMPS, POLE. 1 REC - SECOND FLOOR S.E OFFICES 1 20 1 1080 A 1080 20 1 2 REC - SECOND FLOOR S.E OFFICES 5 REC - SECOND FLOOR SE OFFICES 3 20 1 1080 5 1080 20 1 4 REC - SECOND FLOOR S.E OFFICES Z RE0 - SECOND FLOOR S.E OFFICES 5 20 1 1080 0 1080 20 1 6 REC - SECOND FLOOR SE OFFICES REC - SECOND FLOOR S.E OFFICES 7 20 1 1260 A 1440 20 1 8 REC - SECOND FLOOR 8 E OFFICES FIT 2-19 AND FIT 2-20 9 20 1 1500 6 900 20 1 10 REC - SECOND FLOOR SE OFFICES WASHER 11 20 1 1200 C 1080 20 1 12 REC - SECOND FLOOR SE. OFFICES DRYER 13 30 2 2500 A 1080 20 1 14 REC - THIRD FLOOR S.E. OFFICES SPARE 15 - 1 2500 B 1080 20 1 16 REC - THIRD FLOOR S.E". OFFICES COPIER - OFFICE 360 17 20 1 1600 C 900 20 1 18 RC - THIRD FLOOR S.E OFFICES TRACK LTS - WOMEN' S LOUNGE 19 20 1 1350 A 1080 20 1 20 REC - THIRD FLOOR SE OFFICES 1 TRACK LTS - WOMEN' 5 LOUNGE 21 20 1 1350 8 1080 20 1 22 REC - THIRD FLOOR S.E OFFICES 1 TRACK LTS - 2N0 PLR. St DRESSING RMS. 23 20 1 600 C 360 20 1 24 REC - THIRD FLOOR aE OFFICES X, 1 TRACK LTS - 2ND FLR. SE. DRESSING RMS 25 20 1 600 A 1500 20 1 26 REC - C.R. C.P.U. Z TRACK LTS - 2N0 FL.R. SE. DRESSING RMS. 27 20 1 900 6 1200 20 1 28 TRACK LTS - 2N0 FLR. SW. DRESSING RM . X, 1 TRACK LTS - 2N0 FLR. St DRESSING RMS. 29 20 1 600 C 2500 20 1 30 SPARE LOAD CALCULATIONS , 31 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING; LARGEST MOTOR: MOTORS: RECEPTACLE RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS - 125% 6200 100% 6200 2700 125% 3375 125% - 100% - 10000 100% 10000 6740 50% 3370 3100 100% 3100 1500 100% 1500 39001- 125% 4875 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 12,970 VA 108 A PHASE B: 12,670 VA 106 A PHASE C: 8,500 VA 71 A TOTAL, CALCULATED LOAD: 32,420 VA TOTAL CALCULATED AMPS 90 A SPARE 34,140 32,420 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 30A, 8 POLE CONTACTOR "BS-t' 2. 3. 4. 5. HARM ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANE '2E' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL '0P3' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE • SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 100% RATED AC : 10,000 LOCATION: 2NE GROUND: ISOLATED ENCLOSURE NEMA 1 NOTE' ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POL 1 REG - EMPLOYEE LOUNGE 1 20 1 540 A 400 20 1 2 MPOS - LINGERIE 5 SPARE 3 20 1 2520 B 2520 20 1 4 SPARE Z SPARE 5 20 1 1610 C 1610 20 1 6 SPARE MPOS - INDIVIDUALIST 7 20 1 400 A 1890 20 1 8 SPARE MPOS - TOP SHOP 9 20 1 400 B 900 20 1 10 SPARE SPARE 11 20 1 3465 C 900 20 1 12 SPARE SPARE 13 20 1 1205 A 2520 20 1 14 SPARE SPARE 15 20 1 1120 B 400 20 1 16 MPOS - ENCORE SPARE 17 20 1 2555 C 3490 20 1 18 SPARE MPOS - MEN'S SHOES 19 20 1 400 A 1200 20 1 20 REG - CUSTOMER SERVICE MPOS - WOMEN'S SHOES 21 20 1 400 B 2220 20 1 22 SPARE SPARE 23 20 1 3000 C 3520 20 1 24 SPARE POS - BP SHOES 25 20 1 560 A 400 20 1 26 MPOS POINT OF VIEVol Z SPARE 27 20 1 2000 B 2725 20 1 28 SPARE MPOS - KID'S WEAR 29 20 1 400 C 2500 20 1 30 SPARE REC - TOWN CENTER 31 20 1 360 A 3000 20 1 32 SPARE 'REC - TOWN CENTER PRINTER 33 20 1 1100 B 1000 20 1 34 SPARE REC - INDIVIDUALIST 35 20 1 360 C 400 20 1 36 MPOS - BP REC - TOWN CENTER 37 20 1 1100 A 400 20 1 38 MPOS - KID'S SHOES LIGHTS - SAVVY 39 20 1 1200 B 5560 20 - 40 SPACE LIGHTS - SAVVY 41 20 1 1200 C 360 20 1 42 RECEPTACLE BY PANEL LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 101A/A: COMPUTER: TOTALS - 125% - 100% - 2400 125% 3000 . 125% - 100% - 360 100% 360 50% 9220 100% 9220 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 13,130 VA 109A PHASE a 12,420 VA 104 A PHASE C: 13,610 VA 113A PHASE A: 5,760 VA 48A PHASE a 3,500 VA 29 A PHASE C: 2,720 VA 23A TOTAL CALCULATED LOAD: 12,580 VA TOTAL CALCULATED AMPS 35 A 1 1 1,499 134,37 11,990 12,580 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 NOTES (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 2. 3. 4. 6. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 0 0 0 e- PANEL SCHEDULE : 0812212012 (E) PANEL '2A' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) MAIN SWITCHBOARD 'IVIDP2' MOUNTING'. PANEL GROUP VOLTAGE 480)0277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED Ala 14,000 LOCATION: 2NE GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 LTS - 1ST FLOOR EAST SALES FLUOR. 1 20 1 2170 A 2590 20 1 2 LTS - 2ND FLOOR SALES FLUOR. 5 LTS- 1ST FLOOR EAST SALES FLUOR 3 20 1 2520 B 2520 20 1 4 LTS - 2ND FLOOR SALES FLUOR. LTS ST FLOOR EAST SALES FLUOR 5 20 1 1610 C 1610 20 1 6 EDC #12-11 LTS - 1ST FLOOR EAST SALES FLUOR 7 20 1 1890 A 1890 20 1 8 FIT 2-12 LTS - 1ST FLOOR EAST FLUOR SOFFIT 9 20 1 3465 B 900 20 1 10 SPARE LTS - 1ST FLOOR EAST FLUOR SOFFIT 11 20 1 3465 C 900 20 1 12 SPARE LTS - IST FLOOR NS STOCK 13 20 1 1205 A 2520 20 1 14 LTS - 2N0 FLOOR EAST DRESSING ROOMS LTS - 1ST FLOOR N.E. DRESSING ROOM 15 20 1 1120 B 2450 20 1 16 LTS - 2ND FLOOR EAST STOCK LTS - 2N0 FLOOR COVE FLUOR 17 20 1 2555 C 3490 20 1 18 LIS - 2ND FLOOR EAST OFFICES/TOILET RM. LTS - 2N0 FLOOR COVE FLUOR. 19 20 1 3255 A 2100 20 1 20 -LTS LTS - 2ND FLOOR SOUTH DRESSING ROOMS LTS - 2ND FLOOR COVE FLUOR. 21 20 1 3395 B 2220 20 1 22 - 2N0 FLOOR SOUTH OFFICES EDC -6 23 20 1 3000 C 3520 20 1 24 LTS - 2ND FLOOR SOUTH OFFICES FIT 2-6 AND FIT 2-7 25 20 1 1600 A 2754 20 1 26 LTS - 2ND FLOOR SOUTH STOCK EDC #2-5 27 20 1 2000 B 2725 20 1 28 FIT 2-4 AND FIT 2-5 'EDC 2-15 FIT 2-16 AND FIT 2 17 29 20 1 2400 C 2500 20 1 30 #2-4 ;FIT EDC #2-14 AND #2-15 31 20 1 3000 A 3000 20 1 32 EDC #2-1 AND EDC #2-2 EDC #2-16 AND EDC #2-17 33 20 1 3000 B 1000 20 1 34 EDC #2-3 FIT 2-18, FIT -219, FIT-220 AND FIT 2-21 35 20 1 3200 0 2400 20 1 36 FIT 2-2 AND AT 2-3 ESCALATOR MOTOR 37 40 3 5580 A 5560 40 3 38 ESCALATOR MOTOR - 39 20 1 5560 B 5560 20 - 40 COILING DOOR - 1ST FLOOR NORTH ENTRY REC - POM COPY 41 20 , 5560 C 5560 42 LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION . CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS _ 125% - - 100% - 50814 125% 63518 16680 125% 20850 16680 100% 16680 - 100% - 50% - 33325 100% 33325 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 13,130 VA 109A PHASE a 12,420 VA 104 A PHASE C: 13,610 VA 113A PHASE A: 39,094 VA 141 A PHASE a 37535 VA 136 A PHASE C: 40,870 VA 148 A TOTAL CALCULATED LOAD: 134,373 VA TOTAL CALCULATED AMPS: 162 A 1 1 1,499 134,37 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT. EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 20A, 4 POLE CONTACTOR '12a1; 6. 20A, 2 POLE CONTACTOR "2b1" Z 20A, 4 POLE CONTACTOR "21" 7. 3. 20. OPOLE CONTACTOR '2c' a. 4. 20A 3 POLE CONTACTOR "2d" 9. 5. 20A, 2 POLE CONTACTOR "2a1R 10. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL '2G' PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'DP3' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-W1RE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AC : 10.000 LOCATION: 2NE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO TEM DESCRIPTION NOTE AMPS POLE AMPS POLE REC - 2ND FLOOR ESCALATOR DISPLAY 1 20 1 720 A 1080 20 1 2 REC - LINGERIE REC - ESCALATOR PIT 3 20 1 1120 B 900 20 1 4 REC - LINGERIE REC - 2ND FLOOR SALES EAST 5 20 1 1260 C 360 20 1 6 REC - ESCALATOR DISPLAY RE - 2N0 FLOOR EAST 7 20 1 900 A 720 20 1 8 REC - 3RD FLOOR STOCK REC - 2N0 FLOOR EAST 9 20 1 900 9 900 20 1 10 REC - 3RD FLOOR STOCK REC - 2N0 FLOOR EAST 11 20 1 900 C 900 20 1 12 REC - MAIL ROOM REC - 1ST FLOOR NORTH SALES 13 20 1 900 A 1000 20 1 14 REC - MAIL ROOM REC - 1ST FLOOR NORTH SALES 15 20 1 900 B 1000 20 1 16 REC - MAIL ROOM REC - 1ST FLOOR N.E. STOCK 17 20 1 900 C 1600 20 1 18 COPIER - OFFICE FIRST FLOOR REC - 1ST FLOOR N.E. STOCK 19 20 1 1260 A 500 20 1 20 RADIANT HEAT PANEL - 3RD FLOOR STOCK REC - MEN'S SHOES DISPLAY LIGHTS 21 20 1 1200 9 900 20 1 22 LTS - 1ST FLOOR SALES EAST REC - MEN'S SHOES DISPLAY LIGHTS 23 20 1 1200 C 990 20 1 24 LTS - 1ST FLOOR ESCALATOR REC - BRASS PLUM SOUND SYSTEM 25 20 1 200 A 990 20 1 26 LTS - 1ST FLOOR ESCALATOR SPARE 27 20 1 3 1500 20 1 28 LTS - 1ST FLOOR ESCALATOR REC - 1ST FLOOR 29 20 1 900 C 1500 20 1 30 LTS - 1ST FLOOR ESCALATOR REC - 1ST FLOOR 31 20 1 900 A 1440 20 1 32 LTS - 1ST FLOOR ESCALATOR AUTOMATIC SLIDING DOOR 33 20 1 500 B 1440 20 1 34 LTS - 1ST FLOOR ESCALATOR AUTOMATIC SLIDING DOOR 35 20 1 500 0 1440 20 1 36 ITS - 1ST FLOOR ESCALATOR EMCP #5, GIFTS CANDY 37 20 1 900 A 1820 20 1 38 LT 1ST FLOOR ESCALATOR REC - POM COPY 39 20 1 360 B 800 20 2 40 COILING DOOR - 1ST FLOOR NORTH ENTRY REC - POM COPY 41 20 , 360 C 800 42 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS 125% - 2700 100% 2700 14220 125% 17775 1600 125% 2000 1000 100% 1000 10000 100% 10000 9140 50% 4570 500 100% 500 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 13,130 VA 109A PHASE a 12,420 VA 104 A PHASE C: 13,610 VA 113A TOTAL CALCULATED LOAD: 38,545 VA TOTAL CALCULATED AMPS: 107 A 39,1641 38,545 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 20A, 2 POLE CONTACTOR lh* Z 20A 10 POLE CONTACTOR ''217 4. 5 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 REGtiv `&:) CITY OF TUK‘AIII,. A NOV • 9,2012 PERMIT CENTER • 0 Z 0 c cn en Cl) . _ = t). t.) ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 $$$DES1GN$SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME SEPARATE PERMIT AND APPROVAL REQUIRED PANEL SCHEDULES ANEL SCHEDULE KEY PLAN COPYRIGHT © 2012 CALLISON E-502 10 11. 12 13 11 PANEL. SCHEDULE : 1010212012 PANEL '2G1' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL DP2' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4-WIRE SECTION 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 10,000 LOCATION: STOCK 288 GROUND: EQUIPMENT ENCLOSURE NEhAA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE RECEPTACLES - DR, LOUNGES 1 20 1 720 A 1080 20 1 2 HAND DRYER TRACK LTS - 3RD FLOOR aW. SALES IBM 3174 CONTROL RECEPTACLES - LOUNGES 3 20 1 720 B 1080 20 1 4 HAND DRYER TRACK LTS - 3RD FLOOR S.W. SALES 4 RECEPTACLE - MOTHER'S ROOM 5 20 1 180 C 800 20 1 6 FIREALARMCONTROL PANEL TRACK LTS RD FLOOR 5.W. SALES - SPARE 7 20 1 600 A 1000 20 1 8 FIRE ALARM NAC PANELS TRACK LTS - 3RD FLOOR 5 . W SALES 20 SPARE 9 20 1 600 B 1000 20 1 10 FIRE ALARM NAC PANELS TRACK LT - 3RD FLOOR a SALES 400 SPARE 11 20 1 600 C 250 20 1 12 FIRE ALARM PRINTER 3 C SPARE 13 20 1 600 A 600 20 1 14 SPARE TRACK LTS - ESCALATOR 1000 SPARE 15 20 1 600 B 600 20 1 16 SPARE TRACK LTS - ESCALATOR 2 SPARE 172o 20 1 600 C 600 20 I18SPARE 18 TRACK LTS ESCALATOR 17 SPARE 19 20 1 600 A 600 20 1 20 SPARE TRACK LTS - 3RD FLOOR EAST SALES 19 RECEPTACLES - TREND ACCESS. FLOOR 21 20 1 360 B 600 20 1 22 SPARE TRACK LTS - 3RD FLOOR EAST SALES - SPARE 23 20 1 600 C 600 20 1 24 SPARE TRACK LTS - 3RD FLOOR EAST SALES SPARE 25 20 1 600 A 600 20 1 26 SPARE TRACK LTS - 3RD FLOOR EAST SALES IREC - WOMEN'S LOUNGE/MOTHERS ROOM SPARE 27 20 1 600 B 600 20 1 28 SPARE TRK LTS - 3RD FLR NW. DRESSING RMS. RECEPTACLE SPARE 29 20 1 1 C 600 20 1 30 SPARE TRK LTS - 3RD FLR NW. DRESSING RMS. 28 LOAD CALCULATIONS 31 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE RECEPTACLES OVER 10kVA: ELECTRIC HEATING TOTALS: - 125% - 3050 100% 3050 125% - 125% - 100% . 1980 100% 1980 - 50% 2160 100% 2160 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 2,800 VA 23A PHASE B: 3,160 VA 26 A PHASE C: 1,230 VA 10 A TOTAL CALCULATED LOAD: 7,190 VA TOTAL CALCULATED AMPS: 20 A 7 190 7,100 , NOTES: 1. 30A, 8 POLE CONTACTOR1G1-1" 2. GFI CIRCUIT BREAKER 3. PROVIDE HANDLE-LOCK ON DEVICE 4. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08122/2012 (E) PANEL '3D' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) Dim% PANEL DP4' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120W 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE TRACK LTS - 3RD FLOOR SW. SALES 1 20 1 600 A 600 20 ' 1 2 TRACK LTS - 3RD FLOOR aW. SALES IBM 3174 CONTROL TRACK LTS - 3R0 FLOOR SW, SALES 3 20 1 600 B 600 20 1 4 TRACK LTS - 3RD FLOOR S.W. SALES 4 TRACK LTS - 3R0 FLOOR 5 W . SALES 5 20 1 600 C 600 20 1 6 TRACK LTS RD FLOOR 5.W. SALES - TRACK LTS - 3RD FLOOR SW SALES 7 20 1 600 A 600 20 1 8 TRACK LTS - 3RD FLOOR 5 . W SALES 20 TRACK LTS - 3RD FLOOR SM. SALES REC - UPPER LEVEL DISPLAY WORKROOM 20 1 600 8 600 20 1 10 TRACK LT - 3RD FLOOR a SALES 400 TRACK LTS 3RD FLOOR 3 . . SALES 11 20 1 600 0 600 20 1 12 TRACK LT - 3RD FLOOR S.W. SALES C TRACK LTS - 3RD FLOOR SW. SALES 13 20 1 600 A 600 20 1 14 TRACK LTS - ESCALATOR 1000 TRACK LTS - 3RD FLOOR SM. SALES 15 20 1 600 B 600 20 1 16 TRACK LTS - ESCALATOR 2 TRACK LTS - 3RD FLOOR S.W. SALES 17 20 1 600 C 600 20 1 18 TRACK LTS ESCALATOR 17 TRACK LTS RD FLOOR SA. SALES 19 20 1 600 A 600 20 1 20 TRACK LTS - 3RD FLOOR EAST SALES 19 TRACK LTS - 3RD FLOOR S.W. SALES 21 20 1 600 B 600 20 1 22 TRACK LTS - 3RD FLOOR EAST SALES - TRACK LTS - 3RD FLOOR SW SALES 23 20 1 600 C 600 20 1 24 TRACK LTS - 3RD FLOOR EAST SALES TRACK ITS - 3RD FLOOR SW. SALES 25 20 1 600 A 600 20 1 26 TRACK LTS - 3RD FLOOR EAST SALES IREC - WOMEN'S LOUNGE/MOTHERS ROOM TRACK LTS 3RD FLOOR SW. SALES 27 20 1 600 B 600 20 1 28 TRK LTS - 3RD FLR NW. DRESSING RMS. RECEPTACLE SPARE 29 20 1 1 C 600 20 1 30 TRK LTS - 3RD FLR NW. DRESSING RMS. 28 SPARE 31 20 1 1 A 600 20 1 32 TRACK LTS - CUSTOMER SERVICE 1 X 'TRACK LTS - 3RD FLR. SW. DRESSING RMS. 33 20 1 900 B 600 20 1 34 TRACK LTS - CUSTOMER SERVICE TOTAL CONNECTED LOAD AMPS TRACK LTS - 3RD FLR. SW. DRESSING RMS 35 20 1 900 C 600 20 1 36 TRACK LTS - CHILDREN'S APPAREL B TRACK LTS - MOTHER 'S ROOM 37 20 1 1800 A 750 20 1 38 MICROWAVE - LUNCHROOM 360 TRACK LTS - WOMENS LOUNGE 39 20 1 1800 B 900 20 1 40 TRK LTS - 3RD FLR SE. DRESSING RMS. 1 TRACK LTS - WOMEN 5 LOUNGE 41 20 1 1800 C C 20 1 42 SPARE 20 LOAD CALCULATIONS LOAD CALCULAT ONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: - 125% - 750 100% 750 23400 125% 29250 - 125% - - 100% - 100% - 50% - 3900 1- 125% 4875 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 9,150 VA 76A PHASE B: 10,200 VA 85A PHASE C: 8,700 VA 73A TOTAL. CALCULATED LOAD: 34,875 VA TOTAL CALCULATED AMPS: 97 A TOTAL CALCULATED LOAD: 38,697 VA TOTAL CALCULATED AMPS: 107 A 28,050 4,875 NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 1. 20A, 4 POLE CONTACTOR Ile 600 STEWART ST., SUITE 1000 2. 20A, 8 POLE CONTACTOR Pr SEATTLE, WA 98101 3. 20A, 8 POLE CONTACTOR le 4. PH. (206) 448-3376 5. FAX (206) 448-4450 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 225A, 3 POLE CONTACTOR If' 2. 3. 4. 5. HARGLS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE : 08/2212012 (E) PANEL '3J' PROJECT:Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMER 'T5' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 100A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED AIC: 10,000 LOCATION: 3NE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE NOTE\ ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE REC - UPPER LEVEL OFFICES 1 20 1 1080 A 900 20 1 2 REC - P.O.V. IBM 3174 CONTROL REC - CHILDRENS REC - UPPER LEVEL OFFICES 3 20 1 1080 R 1080 20 1 4 REC - P.O.V. 4 NCR T-9100 REC - UPPER LEVEL OFFICES 5 20 1 1080 C 1260 20 1 6 REC -P .0.V. - 6 REC - UPPER LEVEL DISPLAY WORKROOM 7 20 1 1080 A 900 20 1 8 REC -P.O.V. 20 1 REC - UPPER LEVEL DISPLAY WORKROOM 9 20 1 720 B 500 20 1 10 REC - BLOCK HEATER 400 20 REC - MAINT. SUPPLIES 11 20 1 1260 C 500 20 1 12 REC - BATTER CHARGER CIRC. PUMPS C 400 REC - MAINT SUPPLIES 13 20 1 720 A 1130 20 1 14 EF-9 1000 A TRACK LTS BRASS PLUM 15 20 1 600 B 600 20 1 16 TRACK LT S- BRASS PLUM 2 1200 TRACK LTS - BRASS PLUM 17 20 1 600 C 600 20 1 18 TRACK LT BRASS PLUM 17 - TRACK LTS - BRASS PLUM 19 20 1 600 A 600 20 1 20 TRACK LTS - BRASS PLUM 19 20 TRACK LTS - BRASS PLUM 21 20 1 600 9 600 20 1 22 TRACK LTS - BRASS PLUM - 21 TRACK LTS - BRASS PLUM 23 20 1 600 0 600 20 1 24 TRACK LTS - BRASS PLUM RECEPTS. - RACK 1 TRACK LTS - BRASS PLUNI 25 20 • 600 A 1000 20 1 26 AC-8 IREC - WOMEN'S LOUNGE/MOTHERS ROOM NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. TRACK urp- BRASS PLUM 27 20 1 600 B 1000 20 1 28 AC -8 RECEPTACLE REC - WOMEN'S LOUNGE/MOTHER'S ROOM TRACK LTS - BRASS PLUM 29 20 1 600 C 900 20 1 30 EF-7 AND EF-24 28 3 TRACK LTS - BRASS PLUM 31 20 1 600 A 1000 20 1 32 RADIANT HEATER 3RD FLOOR UPPER LEVEL 1 30 TRACK LTS - BRASS PLUM 33 20 1 600 B 1200 20 1 34 LTS - N.E. TERRACE TOTAL CONNECTED LOAD AMPS PHASE A: 7,240 VA 60 A PHASE B: 6,980 VA 58 A PHASE 0 6,280 VA 52A TRACK LTS - BRASS PLUM 35 20 1 600 C 1200 20 1 36 COPIER - 3R0 FLOOR UPPPER LEVEL B 1300 NORDSTROM SIGN EAST 37 20 1 1000 A 677 20 1 38 EF-8 AND EMCP-7 360 C NORDSTROM SIGN EAST 39 20 1 1000 B 1360 20 1 40 EF-5 AND EF-19 1 300 NORDSTROM SIGN EAST 41 20 1 1000 C 1260 20 1 42 EF-6, EF-lO EF-Il AND EF-12 20 1 LOAD CALCULAT ONS B LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: 125% - 2200 10035 2200 13800 125% 17250 1360 125% 1700 3967 100% 3967 10000 100% 10000 1160 50% 580 3000 100% 3000 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 11,887 VA 99 A PHASE B: 11,540 VA 96A PHASE C: 12,060 VA 101 A TOTAL CALCULATED LOAD: 38,697 VA TOTAL CALCULATED AMPS: 107 A 35,487 38,697 NOTES: (N)=NEW CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 1. 20A, 4 POLE CONTACTOR Ile 600 STEWART ST., SUITE 1000 2. 20A, 8 POLE CONTACTOR Pr SEATTLE, WA 98101 3. 20A, 8 POLE CONTACTOR le 4. PH. (206) 448-3376 5. FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL 7E' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) DIST, PANEL 'DP3' MOUNTING: SURFACE VOLTAGE: 208Y/1213V 30, 4-WIRE SECTION 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 100% RATED AEC: 10,000 LOCATION: TEUMC ROOM GROUND ISOLATED ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE REC - SOUTH WALL 1 20 1 360 A 900 20 1 2 IBM 3174 CONTROL REC - CHILDRENS SPARE RECEPTS. - SURVEILLANCE VIDEO 3 20 1 500 B 1200 20 2 4 NCR T-9100 REC - CHILDRENS 5 RECEPTS. - SURVEILLANCE VIDEO 5 20 1 500 C 1200 1000 - 6 - REC - CHILDRENS ASE LIGHTS 20 PANEL TE2 7 20 3 1800 A 400 20 1 8 POS BACKBOARD CONCENTRATORS VENDING MACHINES 1 SPARE REC - COPIER - 20 1 1000 400 20 1 10 POS BACKBOARD CONCENTRATORS VENDING MACHINES . 11 - - 900 C 400 20 1 12 POS BACKBOARD CONCENTRATORS VENDING MACHINES A HUMIDIFIER 13 20 1 1000 A 360 20 1 14 REC - POS WORKBENCH VENDING MACHINES 200 ' TEL SYSTEM CABINET 15 20 2 1200 B 360 20 1 16 REC - POS ORKBENCH REC - CHILDREN'S STOCK AND DRESSING RM. 20 1 17 17 - 1200 C 720 20 1 18 REC - MODEM SHELF REC - SOUND SYSTEM EQUIPMENT 1 TEL SYSTEM CABINET 19 20 2 1200 A 360 20 1 20 REC - MODEM SHELF REC - CHILDREN'S STOCK 22 EL . PIT SUMP PUMP - 21 - 20 1200 B 360 20 1 22 RECEPTACLE - GI DEFINITY REC - OFFICES 3RD FLOOR WEST RECEPTS. - RACK 1 23 20 1 500 C C 20 1 24 SPARE IREC - WOMEN'S LOUNGE/MOTHERS ROOM NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. RECEPTS. = RACK 1 25 20 1 500 A 360 20 1 26 RECEPTACLE REC - WOMEN'S LOUNGE/MOTHER'S ROOM SPARE itECEPTS. - RACK 3 27 20 1 500 B 360 20 1 28 RECEPTACLE REC - OFFICE 3RD FLOOR WEST 31 RECEPTS. - RACK 3 29 20 1 500 C 360 30 1 30 EXISTING EQUIPMENT (OFF) REC - OFFICE 3RD FLOOR WEST 20 LOAD CALCULATIONS REC - PACKAGE SECURITY LOAD DESCR PTION CONN. A DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: - 125% . 1000 100% 1000 125% - 125% 100% 720 100% 720 - 50% - 18780 100% 18780 LQAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 7,240 VA 60 A PHASE B: 6,980 VA 58 A PHASE 0 6,280 VA 52A TOTAL CALCULATED LOAD: 20,500 VA TOTAL CALCULATED AMPS: 57 A 20,500 20,500 NOTES: (N)=--NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E ) PANEL '3H' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL '12)P4' MOUNTING PANEL GROUP VOLTAGE 208Y/120V 30, 4-W1RE SECTION: 1 OF 1 MAINS; 225A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 10,000 LOCATION: 3SW GROUND: EQUIPMENT ENCLOSURE NEN1A 1 NOTE NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 ' LOAD (VA) BREAKER CKT NO j ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE TRK LTS. - 3RD FLR. NE. DRESSING RMS REC - GIFT RAP 1 20 1 900 A 900 20 1 2 REC - CHILDRENS SPARE 3 REC - PERSONNEL OFFICE - HR 3 20 1 900 B 900 20 1 4 REC - CHILDRENS 5 20 REC - MANAGER'S OFFICE 5 20 1 900 C 1000 20 1 6 REC - CHILDRENS ASE LIGHTS 20 1 RE - CUSTOMER SERVICE AND STOCK 7 20 1 1260 A 1000 20 1 8 VENDING MACHINES 1 SPARE REC - COPIER 9 20 1 1000 5 1000 20 1 10 VENDING MACHINES 0 REC - COPIER 11 20 1 1000 C 1000 20 1 12 VENDING MACHINES A 500 REC - 3RD FLR S.E STOCK 13 20 1 1080 A 1000 20 1 14 VENDING MACHINES 200 ' 20 REC - C.R. 15 20 1 1260 8 1260 20 1 16 REC - CHILDREN'S STOCK AND DRESSING RM. 20 1 REC - CR. 17 20 1 360 C 180 20 1 18 REC - SOUND SYSTEM EQUIPMENT 1 20 'ELEV. PIT SUMP PUMP REC - CUSTOMER SERVICE 19 20 1 1080 A 1080 20 1 20 REC - CHILDREN'S STOCK 22 EL . PIT SUMP PUMP REC - CUSTOMER SERVICE 21 20 1 540 B 1080 20 1 22 REC - OFFICES 3RD FLOOR WEST LOAD CALCU TIONS REC - EMPLOYEE LOUNGE 23 20 1 360 C 1260 20 1 24 IREC - WOMEN'S LOUNGE/MOTHERS ROOM NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. SPARE REC - EMPLOYEE LOUNGE 25 20 1 360 A 720 20 1 26 REC - WOMEN'S LOUNGE/MOTHER'S ROOM SPARE 29 REC - EMPLOYEE LOUNGE 27 20 1 720 B 720 20 1 28 REC - OFFICE 3RD FLOOR WEST 31 20 REC - EMPLOYEE LOUNGE 29 20 1 720 C 720 20 1 30 REC - OFFICE 3RD FLOOR WEST 20 REC - PACKAGE SECURITY 31 20 1 835 A 1000 20 1 32 EXISTING EQUIPMENT 1 LTS - S.W. TERRACE 33 20 1 1200 B 1300 20 1 34 FIT 3-3 AND EF-25 A TIME CLOCK MODEM 35 20 1 360 C 600 20 1 36 FIT 3-1 AND FIT 3- B TIME CLOCK #1 37 20 1 300 A 1000 20 1 38 NORDSTROM SIGN SOUTH 628,779 661,779 20 RADIANT HEATER PANEL 39 20 1 1500 B 1000 20 1 40 NORDSTROM SIGN SOUTH PHASE A. 2937 VA 24 A PHASE B: 2877 VA 24 A PHASE C: 1,360 VA, 11 A TOTAL CALCULATED LOAD : 7,749 VA TOTAL CALCULATED AMPS: 22 A SOUND SYSTEM - C.R. 41 20 1 500 C 1000 20 1 42 NORDSTROM SIGN SOUTH LOAD DESCRIPTION LOAD CALCU ATIONS MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: TOTALS; LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 101.VA: COMPUTER: ELECTRIC HEATING: TOTALS - 125% - 5500 100% 5500 5200 125% 6500 - 125% - - 100% - 10000 100% 10000 12095 50% 6048 660 100% 660 3400 100% 3400 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 33,090 25, PHASE A: 12,515 VA 104A PHASE B: 14,380 VA 120A PHASE C: 9,960 VA 83 A TOTAL CALCULATED LOAD: 32,108 VA TOTAL CALCULATED AMPS: 89 A HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 36,855 32,108 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 20A, 8 POLE CONTACTOR "3h" 2. 20A, 2 POLE CONTACTOR Ihr 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 08 012 (E) PANE '3J1' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMERIT10' MOUNTING: SURFACE VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 200A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED A C: 10,000 LOCATION: RECEIVING GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE Awe POLE POLE TRK LTS. - 3RD FLR. NE. DRESSING RMS 1 20 1 900 A 100 20 1 2 ROOF P'TZ POWER SUPPLY MPOS - SP SHOES RECEPTS. - LP CAMERA ROOM SPARE 3 20 1 1 B B 20 1 4 SPARE Z MPOS - MEN'S SPORTSWEAR SPARE 5 20 1 20 C 360 20 1 6 RECEPTS. SURVEILLANCE VIDEO X 8 SPARE 7 20 1 7 A 360 20 1 8 RECEPTS. - SURVEILLANCE VIDEO X 1 SPARE 9 20 1 SPARE B 1200 20 1 10 CANDY CASE B 20 SPARE 11 20 1 0 11 20 1 12 SPARE C C ELEVATOR LIGHTS 13 20 1 400 A 500 20 1 14 REC - SOUND SYSTEM CABINET MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: 125% 100% - 125% 125% 100% 100% 50% - 3600 100% 3600 ELEVATOR SUMP 15 20 1 800 NOTES: 1. 2. 3. 4. 5. 200 ' 20 1 16 FRT. ELEV. SHAFT CEILING LIGHT 20 1 ELEVATOR SUMP 17 20 1 800 0 200 20 1 18 ENICS PANEL 17 20 SPARE 19 20 1 20 A 617 20 1 20 'ELEV. PIT SUMP PUMP REC - ND FLOOR S. . SALES 19 SPARE 21 20 1 180 B 677 20 1 22 EL . PIT SUMP PUMP REC - 2ND FLOOR a SALES SPARE 23 20 1 B C 20 20 1 24 SPARE LOAD CALCU TIONS SPARE 23 20 1 1000 C 180 20 1 26 SPARE REC - CARD ACCESS READER NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. SPARE 27 20 1 1 B A 20 20 28 SPARE • 26 HAND DRYER SPARE 29 20 1 20 C 1080 20 1 30 SPARE 1 28 SPACE 31 20 1 29 A 1 20 1 32 SPACE 20 1 SPACE 33 20 REC - SWITCHBOARD ROOM 13 20 20 360 34 SPACE 600 20 SPACE 35 20 1 C 33 20 1 36 SPACE B 200 SPACE 37 20 1 A FAX - SWITCHBOARD ROOM 20 1 38 SPACE 400 C SPACE 39 20 1 REC - EMPLOYEE LOUNGE B 20 1 40 SPACE 1 900 SPACE 41 20 1 38 C 628,779 661,779 20 1 42 SPACE 1 LOADCALCULATIONS B LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TRACK LIGHTING (0 FEET, OVA) TOTALS: . 125% _ 2000 100% 2000 600 125% 750 800 125% 1000 2154 100% 2154 720 100% 720 50% - 900/- 125% 1125 LOAD SUIINL1ARY TOTAL CONNECTED LOAD AMPS PHASE A. 2937 VA 24 A PHASE B: 2877 VA 24 A PHASE C: 1,360 VA, 11 A TOTAL CALCULATED LOAD : 7,749 VA TOTAL CALCULATED AMPS: 22 A 7,174 7,749 NOTES: (N)=NEVV CIRCUIT, NEW BREAKER (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT HARGIS ENGINEERS, INC. 1, 30A, 12 POLE CONTACTORII1-1" 600 STE-WART ST., SUITE 1000 2. SEATTLE, WA 98101 3. 4, PH. (206) 448-3376 5. FAX (206) 448-4450 PANEL SCHEDULE : 11102/2012 PANEL 'TE2' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) PANEL Pre MOUNTING. SURFACE VOLTAGE: 208Y1120V 30, 4-WIRE SECTION: t OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL 10056 RATED AC: 10,000 LOCATION: Coniclor 390 GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE RECEPTS. - HC RACK 1 20 1 500 A 400 20 1 2 MPOS - SP SHOES RECEPTS. - LP CAMERA ROOM RECEPTS. - HC RACK 3 20 1 500 B 400 20 1 4 MPOS - MEN'S SPORTSWEAR RECEPTS. - LP CAMERA ROOM - RECEPTS. - SURVEILLANCE VIDEO HC*1-2 5 20 1 500 C 400 20 1 8 MPOS - DRESSES RECEPTS. - LP CAMERA ROOM 3 RECEPTS. - SURVEILLANCE VIDEO HC1-2 7 20 1 500 A 400 20 1 8 MPOS - LINGERIE REC - WTC STOCK AND DRESSING ROOMS 44000 SPARE 9 20 1 1 B B 20 1 10 SPARE REC - WTC STOCK AND DRESSING ROOMS SPARE 11 20 1 1 C C 20 1 12 SPARE REC - ACTIVE DR LOAD CALCULATIONS REC - 2ND FLOOR SW. SALES LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CA C. A) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: 125% 100% - 125% 125% 100% 100% 50% - 3600 100% 3600 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A. 1,800 VA 15 A PHASE a 900 VA 8 A PHASE C: 900 VA BA TOTAL CALCULATED LOAD: 3,600 VA TOTAL CALCULATED AMPS: 10* 3,600 3,600 NOTES: 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE : 08/22/2012 (E) PANEL '3H1' PROJECT: Nordstrom Southcentar CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL '0P4' MOUNTING PANEL GROUP VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AC : 10,000 LOCATION: 38W GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 REC - 2ND FLOOR WEST SALES 1 , 20 1 1080 A 360 20 1 2 RECEPTS. - LP CAMERA ROOM - REC - 2ND FLOOR WEST SALES 3 20 1 1080 B 720 20 1 4 RECEPTS. - LP CAMERA ROOM - RC - 2ND FLOOR SALES AND OFFICE 5 20 1 1620 C 360 20 1 6 RECEPTS. - LP CAMERA ROOM 3 44000 EC - 2ND FLOOR S. SALES 7 20 1 1080 A 900 20 1 8 REC - WTC STOCK AND DRESSING ROOMS 44000 REC - 2ND FLOOR 5 W SALES 9 20 1 1080 B 900 20 1 10 REC - WTC STOCK AND DRESSING ROOMS 44000 REC - 2ND FLOOR SAN. SALES 1 1 20 1 1080 C 720 20 1 12 REC - ACTIVE DR - REC - 2ND FLOOR SW. SALES 13 20 1 1080 A 900 20 1 14 REC - GALLERY STOCK ROOM HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 -16- REC - 2ND FLOOR S.W. SALES 15 20 1 720 8 900 20 1 16 REC - GALLERY STOCK ROOM - 18 REC - 2ND FLOOR S.W. SALES 17 20 1 1080 C 870 20 1 18 PRINTER - EMPLOYEE TIMECLOCK 20 SPACE REC - ND FLOOR S. . SALES 19 20 1 720 A 180 20 1 20 REC - FKG/SEC. NCR ALARM REC - 2ND FLOOR a SALES 21 20 1 1080 B 720 20 1 22 REC - TM. MONITORS LOAD CALCU TIONS REC - 2N0 FLOOR aW. SALES 23 20 1 1000 C 180 20 1 24 REC - CARD ACCESS READER NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 EXISTING LOAD 25 20 1 900 A 1080 20 1 26 HAND DRYER 2,X X RECEPTS. - LP CAMERA ROOM 27 20 1 1080 B 900 20 1 28 REC - WET BAR P.S. HOLD Z SPARE 29 20 1 19945 C 900 20 1 30 REC - CHILDREN'S SHOES VCR REC - SWITCHBOARD ROOM 31 20 1 360 A 600 20 1 32 FAX - COPY ROOM REC - SWITCHBOARD 1ROOM 33 20 1 360 B 200 20 1 34 REC - PKG/SEC FAX - SWITCHBOARD ROOM 35 20 1 400 C 1000 20 1 36 REC - EMPLOYEE LOUNGE EXISTING LOAD 37 20 1 900 A 1000 20 1 38 REC - EMPLOYEE LOUNGE 628,779 661,779 MICROWAVE- LUNCHROOM 39 20 1 900 B 900 20 1 40 REC - CHILDREN 5 SHOE STOCK SPARE 'EXISTING LOAD 41 20 1 900 C 300 20 1 42 EMCPS 42 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: TOTALS; - 125% - 4980 100% 4980 - 125% - . 125% _ 100% - 10000 100% 10000 15160 50% 7580 1870 100% 1870 1080 100% 1080 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 11,140 VA 93A PHASE B: 11,540 VA 96A PHASE C: 10,410 VA 87A TOTAL CALCULATED LOAD: 25,510 VA TOTAL CALCULATED AMPS: 71 A TOTAL CONNECTED LOAD AMPS 33,090 25, PHASE A: 40,000 VA 144A PHASE B: 4Q453 VA 146 A PHASE C: 39,510 VA 143A NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BR5AKER, (Z)=RE-LABELED CIRCUIT 1. 20A, 6 POLE CONTACTOR "3f 2. PROVIDE GFI CIRCUIT BREAKER 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE ; 08122/2012 (E) PANEL 'MI PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD `NIDP21 MOUNTING SURFACE VOLTAGE: 480V 30, 3-WIRE SECTION: 1 OF 1 MAINS: 800A MAIN LUGS ONLY NEUTRAL 100% RATED AFC : 14,000 LOCATION: MAIN ELECT ROOM GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE (E) TRANSFORMER 710' 1 100 3 2937 A A 9150 3 2 SPACE 2 (E) PANEL ID' EF-20 - 2877 B 3060 - - 4 - - 1360 C - - - 6 768 - AC-1 7 200 3 44000 A 44000 200 3 8 AC -2 11140 200 3 8 - - 44000 44000 - - 10 3720 11540 3000 11 - - 44000 44000 - 11 12 - 9960 C AC-3 13 200 3 44000 A - 3 14 SPACE CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVk. COMPUTER: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 11730 100% 11730 28600 12536 35750 125% 100% 10000 100% 10000 37255 50% 18628 7750 100% 7750 4480 100% 4480 3900 1- 125% 4875 15 TOTAL CONNECTED LOAD AMPS PHASE A: 34,385 VA 287 A PHASE B: 39,180 VA 327 A PHASE C 30,150 VA 251 A 44000 103,715 93,213 NOTES (N)NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER (2)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 -16- 15 .- - 17 - - 44000 1 16 EDC #4-2 - 18 17 SPACE 19 - 3 3300 A 1 - EUH-1 20 SPACE SPARE 19 21 1 13850 A 5000 30 - - EDC #4-1 FIT 3-8 AND FIT 3-9 23 20 1 2400 0 5000 - - 24 - LOAD CALCU TIONS EDC #3-5 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 2000 100% 2000 600 125% 750 800 125% 1000 2154 100% 2154 720 100% 720 50% - 396000 100% 396000 900 /- 125% 1125 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 134,937 VA 487A PHASE B: 134,877 VA 487A PHASE C: 133,360 VA 481 A TOTAL CALCULATED LOAD: 403,740 VA TOTAL CALCULATED AMPS: 486 A 403,174 403,749 , NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 DIST. PANEL SCHEDULE : 0812212012 (E) DIST. PANEL 'DP4' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) TRANSFORMER 'T4' MOUNTING PANEL GROUP VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 400A MAIN CIRCUIT BREAKER NEUTRAL 100% RATED AIC 10000 LOCATION: 35W GROUND: EQUIPMENT ENCLOSURE NEMA1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE (E) PANEL le 1 lact 3 1580 A 9150 200 3 2 (E) PANEL ID' EF-20 - 3060 B 10200 - - 5 - 1080 C 8700 768 - - 6 - (E) PANEL 3H 7 200 3 12515 A 11140 200 3 8 (E) PANEL '3H1' FIT 3-6 AND FIT 7 143809 3720 11540 3000 - 10 10 EDC #3-4 11 11 - 9960 C 10410 - 20 12 12 SPARE LOAD CALCULATIONS CU -2 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVk. COMPUTER: ELECTRIC HEATING: TRACK LIGHTING (0 FEET, 0 VA): TOTALS: 125% 11730 100% 11730 28600 12536 35750 125% 100% 10000 100% 10000 37255 50% 18628 7750 100% 7750 4480 100% 4480 3900 1- 125% 4875 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 34,385 VA 287 A PHASE B: 39,180 VA 327 A PHASE C 30,150 VA 251 A TOTAL CALCULATED LOAD: 93,213 VA TOTAL CALCULATED AMPS: 259 A 103,715 93,213 NOTES (N)NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER (2)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (5) PANEL '3B' PROJECT Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) MAIN SWITCHBOARD `MDP2' MOUNTING: PANEL GROUP VOLTAGE 480Y/277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AIC 14 ,000 LOCATION: 3NE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE EF-2 AND EF-3 1 20 3 1160 A 766 20 3 2 EF-20 1169 8 766 - - 1169 C 768 - - 6 - CU -1 7 30 3 3720 A 3600 20 1 8 FIT 3-6 AND FIT 7 - 3720 8 3000 20 1 10 EDC #3-4 11 - - 3720 C 20 1 12 SPARE CU -2 13 30 3 3720 A 7479 20 1 14 SPARE 15 - - 3720 9 3000 20 1 16 EDC #4-2 17 - 720 C 3300 20 1 18 EUH-1 SPARE 19 20 1 13850 A 5000 30 3 20 EDC #4-1 FIT 3-8 AND FIT 3-9 21 20 1 2400 5 5000 - 22 - EDC #3-5 23 20 1 3000 0 5000 - 24 - EDC #3-6 25 20 1 4000 A 2138 20 3 26 FIT-201 SPACE 27 - 1 19945 8 2138 - 28 - SPACE 29 1 19945 C 2775 - - 30 - CU-3 31 20 3 4000 A 33000 150 1 32 SPARE 33 - - 4000 B 33000 - 1 34 SPARE . 35 - - 4000 C 33000 - 1 36 SPARE (E) TRANSFORMER 75 37 60 3 11887 A LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 1 38 SPARE 628,779 661,779 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER (2)=RE-LABELED CIRCUIT 1. 2 3. 4. 5. - HARGIS ENGINEERS, INC. 600 STEWART ST„ SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 39 - - 11540 13 40 SPARE 41 12060 42 SPARE LOAD CALCULATtONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: 125% - 2200 100% 2200 13800 125% 17250 12000 125% 15000 11132 100% 11132 10000 100% 10000 1160 50% 580 69671 100% 69671 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 40,000 VA 144A PHASE B: 4Q453 VA 146 A PHASE C: 39,510 VA 143A TOTAL CALCULATED LOAD; 125,833 VA TOTAL CALCULATED AMPS: 151 A 119,963 125,833 NOTES: (N)=NEW CIRCUIT, NEW BREAKER: (X)=NEW CIRCUIT. EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEVVART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL " PROJECT Nordstrom Sctuthcenter CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD 'MDP2' MOUNTING SURFACE VOLTAGE 480V 30, 3-WIRE SECTION: 1 OF 1 MAINS: 800A MAIN LUGS ONLY NEUTRAL 100% RATED AC : 14,000 LOCATION: MAIN ELECT ROOM GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE FREIGHT ELEVATOR 1 60 3 10600 A 10600 60 3 2 PASSENGER ELEVATOR 10600 5 10600 - - 10600 C 10600 - - 6 - AC-4 7 200 3 44000 A - 3 8 SPACE 44000 - - 10 11 - - 44000 - 12 AC-7 13 40 3 7479 A 7479 40 3 14 HP-5 15 - 7479 B 7479 - 16 17 7479 C 7479 - - 18 HP-4 19 70 3 13850 A 9695 50 3 20 HP-3 21 - 13850 B 9695 - 22 23 13850 9695 24 HP-1 25 90 319945A19945 90 3 26 HP-2 27 19945 19945 28 - 29 19945 19945 - 30 AC -5 31 150 3 33000 A 33000 150 3 32 AC-6 33 33000 B 33000 - 34 35 - 33000 C 33000 - 36 - LOAD CAL.CULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: 125% 100% - - 125% 132000 125% 165000 496779 100% 496779 100% 50% LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 209,593 VA 756 A PHASE a 209,593 VA 756 A PHASE C: 209,593 VA 756 A TOTAL CALCULATED LOAD: 661,779 VA TOTAL CALCULATED AMPS: 796* 628,779 661,779 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER (2)=RE-LABELED CIRCUIT 1. 2 3. 4. 5. - HARGIS ENGINEERS, INC. 600 STEWART ST„ SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 $$$DESIGN$SPECIFICAT1ON$$$$$$$$$$$$$ $$$DATE$$$$ $TIME SEPARATE PERMITAND APPROVAL REQUIRED RECtivEd CITY 05TUKtAllt A NOV, 1 912012 PERMIT CFNIEF COPYRIGHT © 2012 CALLISON 0 0 0 co Lon WA 98188 ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 PANEL SCHEDULES E-503 PANEL SCPIEDULE : 0812212012 (E) PANEL 13A1 PROJECT: Nordstrom Southeenter CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD ' DP2. MOUNTING: PANEL GROUP VOLTAGE: 480Y1277V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 GROUND: EQUIPMENT LOCATION: 3NW UPPER LEVEL ENCLOSURE: NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CK7 NO. ITEM DESCRIPTION NOTE AMPS POLE Amps POLE (E) PANEL 1 LTS - 3RD FLOOR SALES FLUOR. 1 20 1 2520 A 2940 20 1 2 Lis - 2ND FLR WEST SALES FLOOR FLUOR. REC - BP BUYER REC - BRASS PLUM 3 LTS - 3RD FLOOR SALES FLUOR. 3 20 1 2380 B 2800 20 1 4 LTS - 2ND FLR WEST SALES FLOOR FLUOR. REC - BRASS PLUM - 20 LIS - 3RD FLOOR SALES FLUOR. 5 20 1 1750 C 1850 20 1 6 LTS - 2ND FLR WEST SALES FLOOR SOFFIT 225 20 14120 LTS - 3RD FLOOR SALES FLUOR. 7 20 1 1470 A 3080 20 1 8 LTS - 2ND FLR WEST SALES FLOOR SOFFIT 20 12648 B LTS - 3RD FLOOR SALES FLUOR. SOFFIT 9 20 1 3080 B 840 20 1 10 LTS - 2ND FLOOR WEST STOCK 15068 2 C LTS - 3RD FLOOR SALES FLUOR. SOFFIT 11 20 1 3080 C 1800 20 1 12 LTS - 2ND FLOOR WEST DRESSING ROOMS - A 720 LTS - 3RD FLOOR SALES FLUOR. SOFFIT 13 20 1 1855 A 2965 20 1 14 LTS - ALTERATIONS B 720 ..TS - 3RD FLOOR SALES FLUOR. SOFFIT 15 20 1 1855 B 2135 20 1 16 LTS - ALTERATIONS 600 20 18 • LTS - KITCHEN 17 20 1 2080 C 2305 20 1 18 LTS - 2ND FLOOR N.W. DRESSING ROOMS PHASE k 58,399 VA 487 A PHASE B: 55,948 VA 466 A PHASE C: 62,767 VA 523 A TOTAL CALCULATED LOAD: 166,014 VA TOTAL CALCULATED AMPS: 461 A 177114 166,014 LTS - N.E AND SE. OFFICES 19 20 1 3430 A 1400 20 1 20 LTS - I3RASS PLUM 1 22 PRINTER LTS - DRESSING ROOMS EAST 21 20 1 3290 B 2800 20 1 22 LTS - BRASS PLUM 24 COPIER LTS - EAST STOCK, MAIL, TELJMC 23 20 1 3700 C 2975 20 1 24 LTS - BRASS PLUM PRINTER REC - U.C. REFRIGERATOR SPACE LTS - CUST. SERV. OFFICE AND PKG/SEC 25 20 1 3715 A 2100 20 1 26 LTS - BRASS PLUM REC - U.C. WATER HEATER SPACE LTS - CLERESTORY LTS - EMPLOYEE LOUNGE/S.W. STOCK 27 20 1 3190 B 2100 20 1 28 LTS - BRASS PLUM SPACE REC - BRASS PLUM TV MONITORS 31 LTS - EMPLOYEE LOUNGE/DRESSING ROOMS 29 20 1 2240 C 1925 20 1 30 LTS - BRASS PLUM USED 33 20 LTS - W. TOILET/LOUNGE/OFFICES/STOCK 31 20 1 3085 A 3070 20 3 32 FC,-2 - ALTERATIONS 35 20 1 FIT 2-8 (1HP 4- 4.0kW HEAT) 33 30 1 5485 B 3070 SPACE SPACE 34 37 20 1 900 SPARE 35 20 1 38 C 3070 SPACE USED 36 - 1 900 B LTS - 3R0 FLOOR UPPER LEVEL 37 20 1 3830 A 1656 20 1 38 FIT 4 AND FIT 3-5 677 C 1000 LTS - 3RD FLOOR UPPER LEVEL 39 20 1 3830 B 3000 20 1 40 EDC #3-2 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 10,435 VA 87A PHASE B: 11,220 VA 94A PHASE C: 11,837 VA 99A LTS - 3RD FLOOR UPPER LEVEL 41 20 1 3960 C 3000 20 1 42 EDC *2-1 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CAL.C. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: 125% 100% - 88355 125% 110444 125% _ 00% 100% - 50% 22351 100% 22351 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 37,116 VA 134A PHASE B: 39,855 VA 144 A PHASE 0: 33,735 VA 122 A TOTAL CALCULATED LOAD: 132,795 VA TOTAL CALCULATED AMP 160 A 11O7O6 132795 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 20A, 6 POLE CONTACTOR le' 6. 20A, 2 POLE CONTACTOR "3br 2. 20A, 6 POLE CONTACTOR "3I:, 7. 3. 20A, 6 POLE CONTACTOR le 8. 4. 20A, 4 POLE CONTACTOR le 9. 5. 20/142 POLE CONTACTOR '3ar 10. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 DIST, PANEL SCHEDULE : 08122/2012 (E) DIST, PANEL 'DP5' PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM (E) TRANSFORMER 76 MOUNTING* PANEL GROUP VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 600A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED AIC : 10,000 LOCATION: 3NW UPPER LEVEL GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE, AMPS POLE AMPS POLE POLE (E) PANEL 1 225 3 16444 A 17400 200 3 2 E PANEL '3C' REC UPPER LEVEL STAIR AND EMCP-6 REC - BACK COUNTER REC - BP BUYER REC - BRASS PLUM 3 - 14680 B 17400 - 20 1 4 REC - 4TH FLOOR BUYERS ROOM REC - BEAN GRINDER REC - WOMENS ACTIVE STOCK REC - BRASS PLUM - 20 i362 C 16500 360 - 1 6 REC - 4TH FLOOR BUYERS ROOM REC - U.C. REFRIGERATOR (E) PANEL 'K ' 7 225 20 14120 A A 1080 20 1 PACE RE C- 4TH FLOOR BUYERS ROOM RE - REFRIGEFtATOR KID'S VIDEO EQUIPMENT SPARE 9 20 12648 B B - 1 10 PACE REC - BRASS PLUM DRESSING ROOM OFFEE MACHINE SPARE 11 - 20 15068 2 C 1080 20 12 PACE REC - PHONE N.W. (E) PANEL IG 13 100 3 10435 - A 720 20 14 PACE REC - PHONE N.W. REC - SUMP PUMP SPARE 15 - 20 11220 720 B 720 20 16 PACE REC - SOUTH WALL WORKSTATIONS REC - BLENDER SPARE 17 - - 11837 C C 600 20 18 • PACE PRINTER , LOAD CALCULATIONS AUTO SLIDE DOOR - RESTAURANT LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: KITCHEN (EQUIP = 41): TOTALS: 125% - 3700 100% 3700 71980 125% 89975 835 125% 1044 677 100% 677 10000 100% 10000 3740 50% 1870 6720 100% 6720 1080 100% 1080 78382 65% 50948 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE k 58,399 VA 487 A PHASE B: 55,948 VA 466 A PHASE C: 62,767 VA 523 A TOTAL CALCULATED LOAD: 166,014 VA TOTAL CALCULATED AMPS: 461 A 177114 166,014 NOTES: 1. 2. 4, . HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE - 08/2212012 (E) PANEL 13G! PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL DP5' MOUNTING: PANEL GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10,000 LOCATION: 3NW UPPER LEVEL GROUND: EQUIPMENT ENCLOSURE: NEMA 1 LOCATION: STOCK 1SE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE REC - BRASS PLUM 1 20 1 900 A 360 20 1 2 REC UPPER LEVEL STAIR AND EMCP-6 REC - BACK COUNTER REC - BP BUYER REC - BRASS PLUM 3 20 1 900 B 360 20 1 4 REC - 4TH FLOOR BUYERS ROOM REC - BEAN GRINDER REC - WOMENS ACTIVE STOCK REC - BRASS PLUM 5 20 1 900 C 360 20 1 6 REC - 4TH FLOOR BUYERS ROOM REC - U.C. REFRIGERATOR REC - STORE MANAGER RECEPTS. -BP DRESSING 7 20 1 540 A 1080 20 1 8 RE C- 4TH FLOOR BUYERS ROOM RE - REFRIGEFtATOR KID'S VIDEO EQUIPMENT SPARE 9 20 1 1 B 900 20 1 10 REC - BRASS PLUM DRESSING ROOM OFFEE MACHINE SPARE SPARE 11 20 1 2 C 1080 20 1 12 REC - PHONE N.W. SPARE SPARE 13 20 1 - A 720 20 1 14 REC - PHONE N.W. REC - SUMP PUMP SPARE RECEPTS. - BP SALES FLOOR 15 20 1 720 B 720 20 1 16 REC - SOUTH WALL WORKSTATIONS REC - BLENDER SPARE RECEPTS. - BP BACK VVA I. 17 20 1 1620 C 600 20 1 18 PRINTER REC BLENDER SPARE AUTO SLIDE DOOR - RESTAURANT 19 20 1 835 A A 20 1 20 SPARE REC - BACK COUNITER SPARE LTS - N. W. TERRACE 21 20 1 1000 B 1100 20 1 22 PRINTER °ASTER SPARE LTS - CLERESTORY 23 20 1 1000 C 1600 20 1 24 COPIER SPARE LTS - CLERESTORY 25 20 1 1000 A 1100 20 1 26 PRINTER REC - U.C. REFRIGERATOR SPACE LTS - CLERESTORY 27 20 1 1000 B 720 20 1 28 REC - N.W. REC - U.C. WATER HEATER SPACE LTS - CLERESTORY 29 20 1 1000 C 100 20 ' 1 30 ROOF PTZ POWER SUPPLY PARE SPACE REC - BRASS PLUM TV MONITORS 31 20 1 1000 A 1000 20 1 32 NORDSTROM SIGN WEST REC - ICE MACHINE SPACE • USED 33 20 1 900 B 1000 20 1 34 NORDSTROM SIGN WEST PACE USED 35 20 1 900 C 1000 20 ' 1 36 NORDSTROM SIGN WEST SPACE SPACE USED 37 20 1 900 A 1000 20 1 38 NORDSTROM SIGN NORTH PACE SPACE USED 39 20 1 900 B 1000 20 1 40 NORDSTROM SIGN NORTH SPACE SPACE EF-4 41 20 1 677 C 1000 20 1 42 NORDSTROM SIGN NORTH PACE LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR; MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: 125% - 3700 100% 3700 11000 125% 13750 835 125% 1044 677 100% 677 10000 100% 10000 2160 50% 1080 5120 100% 5120 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 10,435 VA 87A PHASE B: 11,220 VA 94A PHASE C: 11,837 VA 99A TOTAL CALCULATED LOAD: 35,371 VA TOTAL CALCULATED AMPS: 98 A PHASE A: 12,653 VA 105 A PHASE B: 12,045 VA 100 A PHASE C: 13,597 VA 113 A 33,492 35,371 38,295 30,332 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 20A, OPOLE CONTACTOR "1g" 2. 20A, 2 POLE CONTACTOR 3g? 3. 20A, 4 POLE CONTACTOR'13gr 4. 30A, 4 POLE CONTACTOR ''3G-3' 5. HARGIS ENGINEERS, INC. 600 STEWART ST„ SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE : 0812212012 (E) PANEL 'Ea PROJECT: Nordstrom Southcenter CLASSIFICATION: NORMAL FED FROM: (E) PANEL 'SWA' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 MAINS: 100A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED AIC: OF 1 10,000 LOCATION: STOCK 1SE GROUND: EQUIPMENT ENCLOSURE NEMA 1 NOTE NOT: ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOT AMPS POL AMPS POLE TRACK LTS - BRASS PLUM R EC - REGISTER 1 20 1500 240 A 180 20 1 2 REC - BACK COUNTER REC - BP BUYER TRACK LTS - BRASS PLUM - EC - REFRIGERATED DISPLAY CASE 3 20 1 1020 B 1356 20 1 4 REC - BEAN GRINDER REC - WOMENS ACTIVE STOCK TRACK LTS - BRASS PLUM REC - ESPRESSO GRINDER 5 20 1 960 C 660 20 1 6 REC - U.C. REFRIGERATOR REC - STORE MANAGER TRACK LTS - BRASS PLUM REC - ESPRESSO GRINDER 7 20 1 960 A 960 20 1 8 RE - REFRIGEFtATOR KID'S VIDEO EQUIPMENT TRACK LTS - BRASS PLUM REC - U.C. REFRIGERATOR 9 20 1 600 B 3224 40 2 10 OFFEE MACHINE SPARE TRACK LTS:. BRASS PLUM SPRESSO MACHINE 11 40 2 3080 C 3224 - - 12 SPARE TRACK LTS - BRASS PLUM 13 13 - - 3080 A 1740 20 1 14 REC - SUMP PUMP SPARE TRACK LTS BRASS PLUM LIGHTS - ESPRESSO BAR 15 20 1 320 B 1344 20 1 16 REC - BLENDER SPARE TRACK LTS - BRASS PLUM RACK LIGHTS- ESPRESSO BAR 17 20 1 1725 C 1344 20 1 18 REC BLENDER SPARE TRACK LTS - BRASS PLUM RACK LIGHTS - ESPRESSO BAR 19 20 1 1725 A 360 20 1 20 REC - BACK COUNITER SPARE TRACK LTS - BRASS PLUM IGHTS - ESPRESSO U.C. 21 20 1 150 B 1404 20 2 22 °ASTER SPARE TRACK LTS - BRASS PLUM LIGHTS 23 20 1 1200 C 1404 - 24 24 SPARE TRACK LTS - BRASS PLUM LIGHTS 25 20 1 1200 A 660 20 1 26 REC - U.C. REFRIGERATOR SPACE TRACK LTS - BRASS PLUM IR HANDLER FAN 27 20 1 1127 B 1500 20 1 26 REC - U.C. WATER HEATER SPACE TRACK LTS - BRASS PLUM PACE 20 1 1 C C 20 20 1 30 PARE SPACE TRACK LTS - BRASS PLUM SPACE 31 1 1500 A A 1548 20 1 32 REC - ICE MACHINE SPACE • TRACK LTS - BRASS PLUM PACE 33 1 1500 B 600 20 1 34 34 PACE TRACK LTS - BRASS PLUM -- PACE 35 1 1500 C 600 20 1 36 36 SPACE SPACE TRACK LTS - BRASS PLUM PACE 37 1 1500 A A 20 1 38 38 PACE SPACE TRACK LTS - BRASS PLUM PACE 39 - 1 8 20 40 1 40 SPACE SPACE LTS - 3RD FLOOR ESCALATOR PACE 41 1 1 C C 20 1 1 42 PACE LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT II, MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: KITCHEN (EQUIP = 16): TOTALS: 125% 100% 6320 125% 7900 1740 125% 2175 1127 100% 1127 360 100% 360 .. 50% - 240 100% 240 28508 65% 18530 LOAD SUMMARV TOTAL CONNECTED LOAD AMPS TOTAL CALCULATED LOAD: 64,125 VA TOTAL CALCULATED AMPS: 178 A PHASE A: 12,653 VA 105 A PHASE B: 12,045 VA 100 A PHASE C: 13,597 VA 113 A TOTAL CALCULATED LOAD; 30,332 VA TOTAL CALCULATED AMPS; 84 A 38,295 30,332 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. Z 3. 4. HARGIS ENGINEERS, INC. 600 STEVVART ST., SUITE 1000 SEATTLE WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 •I U PANEL SCHEDULE : 0812212012 (E) PANEL '3C' PROJECT: Nordstrom Southeenter CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'DP5' MOUNTING: PANE GROUP VOLTAGE: 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AI(: 10,000 LOCATION: 3NW UPPER LEVEL GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 • LOAD (VA) BREAKER CKT NO. ITEFA DESCRIPTION NOTE AMPS POLE AMPS POLE REC - IDF RACK TRACK LTS - BRASS PLUM 1 20 1 1500 A 1500 20 1 2 TRACK LTS BRASS PLUM REC - BP BUYER TRACK LTS - BRASS PLUM 3 20 1 1500 B 1500 20 1 4 TRACK LTS - BRASS PLUM REC - WOMENS ACTIVE STOCK TRACK LTS - BRASS PLUM 5 20 1 1500 C 1500 20 1 6 TRACK LTS - BRASS PLUM REC - STORE MANAGER TRACK LTS - BRASS PLUM 7 20 1 1500 A 1500 20 1 8 TRACK LTS - BRASS PLUM KID'S VIDEO EQUIPMENT TRACK LTS - BRASS PLUM 9 20 1 1500 B 1500 20 1 10 TRACK LTS - BRASS PLUM SPARE TRACK LTS:. BRASS PLUM 11 20 1 1500 C 1500 20 1 12 TRACK LTS- BRASS PLUM SPARE TRACK LTS - BRASS PLUM 13 20 1 1500 A 1500 20 1 14 TRACK LTS - BRASS PLUM HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 SPARE TRACK LTS BRASS PLUM 15 20 1 1500 B 1500 20 1 16 TRACK LTS - BRASS PLUM SPARE TRACK LTS - BRASS PLUM 17 20 1 1500 C 1500 20 1 18 TRACK LTS - BRASS PLUM SPARE TRACK LTS - BRASS PLUM 19 20 1 1500 A 600 20 1 20 TRACK LTS - 3RD FLOOR ESCALATOR SPARE TRACK LTS - BRASS PLUM 21 20 1 1500 B 600 20 1 22 TRACK LTS - 3RD FLOOR ESCALATOR SPARE TRACK LTS - BRASS PLUM 23 20 1 1500 C 600 20 1 24 TRACK LTS - 3RD FLOOR ESCALATOR SPARE TRACK LTS - BRASS PLUM 25 20 1 1500 A 600 20 1 26 TRACK LTS - 3RD FLOOR N.E. SALES SPACE TRACK LTS - BRASS PLUM 27 20 1 1500 B 600 20 1 28 TRACK LTS - 3RD FLOOR N.E. SALES SPACE TRACK LTS - BRASS PLUM 29 20 1 1500 C 600 20 1 30 TRACK LTS - 3RD FLOOR N.E. SALES SPACE TRACK LTS - BRASS PLUM 31 20 1 1500 A 600 20 1 32 TRACK LTS - 3RD FLOOR N.E. SALES SPACE • TRACK LTS - BRASS PLUM 33 20 1 1500 B 600 20 1 34 TRACK LTS - 3RD FLOOR N.E. SALES •SPACE TRACK LTS - BRASS PLUM 35 20 1 1500 C 600 20 1 36 TRACK LTS - 3RD FLOOR N.E. SALES SPACE TRACK LTS - BRASS PLUM 37 20 1 1500 A • 600 20 1 38 TRACK LTS - 3RD FLOOR N.E. SALES SPACE TRACK LTS - BRASS PLUM 39 20 1500 600 20 40 40 SA8ALLEEsS 33RRDD SPACE LTS - 3RD FLOOR ESCALATOR 41 20 1 600 C . 600 20 1 4420 TTRADCKK LLTT:-. FFLL.0000RR NN:EE . LOAD CALCULATION LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: 125% 100% 51300 125% 64125 125% 100% 100% 50% LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 17,400 VA 145A PHASE B: 17,400 VA 145 A PHASE C: 16,500 VA 138A TOTAL CALCULATED LOAD: 64,125 VA TOTAL CALCULATED AMPS: 178 A 5,720 5,720 51,300 64,125 NOTES-. (N )=NW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. Z 3. 4. 5. NOTES: (N)----NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z;RE-LABELED CIRCUIT 1. 225k 3 poll CONTACTOR "3e" 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 PANEL SCHEDULE ; 0812212012 (E) PANEL 'K' PROJECT Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL 'DP5' MOUNTING: FLUSH VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MANS 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AIC: 10.000 LOCATION: KITCHEN GROUND: EQUIPMENT ENCLOSURE NEN1A 1 NOTE NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE REC - IDF RACK LTS - CAFE 1 20 1 1260 A 20 20 1 2 SPARE REC - BP BUYER I-Ts - CAFE 3 20 1 930 B 20 - 1 4 SPACE REC - WOMENS ACTIVE STOCK LTS - CAFE 520 1 1 1240C 360 20 1 6 REC - CHILDREN'S BUYER RETICKET SPACE REC - STORE MANAGER LTS - CAFE 7 20 1 1330 A 8400 70 3 8 (E) PANEL 'K2' KID'S VIDEO EQUIPMENT LTS - CAFE 9 20 1 900 B 9900 1 10 PRINTER - SA 0IvIEN'S ACTIVE COFFEE URN SPARE LTS - CAFE 11 20 1 1530 C 9600 - 12 12 SPARE LTS - CAFE 13 20 1 950 A 20 1 14 14 SHUNT-TRIP SPACE HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 SPARE LTS - CAFE 15 20 1 840 3 20 20 1 16 SPARE SPARE SPARE 17 20 1 C C 1368 20 1 18 SLICER AND SCALE SPARE USED 19 20 1 500 A 700 20 1 20 TRACK LTS - CAFE SPARE USED 21 20 1 500 B 20 20 1 22 SPARE SPARE SPARE 23 20 1 C C 1840 20 1 24 COMPACTOR SPARE ICE MAKER 25 20 2 920 A 690 20 3 26 WALK-IN FREEZER SPACE 27 27 - - 920 B 690 - - 28 - SPACE WALK-IN COOLER 29 20 2 794 C 690 - 30 30 LETTUCE DISPENSER/SALAD TABLE SPACE 31 31 - 1 794 A 900 20 2 32 SPARE SPACE • SPARE 33 20 1 900 B 1068 20 34 34 MICROWAVE OVEN •SPACE USED 35 20 1 900 C 500 20 1 36 USED SPACE USED 37 20 1 900 A 900 1 38 38 SPARE SPACE SPARE 39 20 - 1 40 40 SPARE SPACE USED 41 20 1 900 C 240 20 1 42 SPARE LOAD CALCULATION LOAD CALCULATIONS LOAD DESCRIPTION LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING; LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: KITCHEN (EQUIP = 17): TOTALS: - 125% - 100% - 9680 125% 12100 125% 100% - - 100% - 50% - 40806 65% 26524 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 16,444 VA 137A PHASE B: 14,680 VA 122 A PHASE 0: 19,362 VA 161 A TOTAL CALCULATED LOAD: 38,624 VA TOTAL CALCULATED AMPS: 107 A 5,720 5,720 50,486 38,624 NOTES-. (N )=NW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. Z 3. 4. 5. NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (2)=RE-LABELED CIRCUIT 1. 20A, 6 POLE CONTACTOR "K-1" (MOUNTED IN PANEL) 2. 30A, 4 POLE CONTACTOR "K-? 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 I L 1 PANEL SCHEDULE ; 0812212012 (E) PANEL '3E' PROJECT: Nordstrom Southconter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL •DP4' MOUNTING, SURFACE VOLTAGE: 208Y/120V 30, 4.WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL 100% RATED AIC: 10,000 GROUND: EQUIPMENT LOCATION: 3RD FLOOR WEST STOCK ENCLOSURE NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE POLE REC - IDF RACK 1 20 1 360 A 360 20 1 2 REC - CHILDREN'S BUYER PC COFFEE MAKER REC - BP BUYER 3 20 1 360 B 1100 20 1 4 PRINTER - CHILDREN'S BUYER ICE TEA DISPENSER REC - WOMENS ACTIVE STOCK 5 20 1 360 C 360 20 1 6 REC - CHILDREN'S BUYER RETICKET REFRIGERATED DISPLAY CASE REC - STORE MANAGER 7 20 1 360 A 500 20 1 8 IMS RECEPT., SA /ACTIVE PC HOT FOOD TABLE KID'S VIDEO EQUIPMENT 9 20 1 500 8 1100 20 1 10 PRINTER - SA 0IvIEN'S ACTIVE COFFEE URN SPARE 11 20 1 1 C 360 20 1 12 REC - WOMEN'S ACTIVE RETICKET SPARE 13 20 1 1 A A 20 1 14 SPARE SPARE HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 SPARE 15 20 1 B 20 1 16 SPARE SPARE 17 20 1 1 C C 20 1 18 SPARE TOASTER SPARE 19 20 1 1 A A 20 1 20 SPARE SPARE 21 20 1 1 8 B 20 1 22 SPARE TOASTER SPARE 23 20 1 1 C C 20 1 24 SPARE SPARE 25 20 1 1 A A - 1 26 SPACE SANE) CH TABLE SPACE 27 27 20 1 1440 B 180 20 28 SPACE RECEPTACLE SPACE 29 29 20 1 C C - 1 30 SPACE LETTUCE DISPENSER/SALAD TABLE SPACE 31 31 20 1 800 A 900 20 32 SPACE SPINNER/MILD AND SODA DISPENSER SPACE • 33 33 20 1 900 B 1068 20 34 SPACE MICROWAVE OVEN •SPACE 35 - 20 • 900 C 1068 - 36 SPACE SPACE 37 - 1 1 A A 900 1 38 SPACE USED SPACE 39 39 20 - 1 40 SPACE RECEPTACLE-GIFTS SPACE 41 41 20 1 C_ C 240 20 42 SPACE MILK DISPENSER LOAD CALCULATION LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: 125% 500 100% 500 125% - 125% •00% 100% 50% 5220 100% 5220 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 1,550 VA 13A PHASE B: 3,060 VA 26A PHASE C: 1,080 VA 9A TOTAL CALCULATED LOAD: 5,720 VA TOTAL CALCULATED AMPS 16 A TOTAL CALCULATED LOAD; 28,684 VA TOTAL CALCULATED AMPS: 80 A 5,720 5,720 41,836 28,684 NOTES-. (N )=NW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. Z 3. 4. 5. FIARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 PANEL SCHEDULE ; 08/22/2012 (E) PANEL 'Ki' PR Eel' Nordstrom Southeenter CLASSIFICATION: NORMAL FED FROM (E) DIST. PANEL 'DP5' MOUNTING: FLUSH VOLTAGE 208Y1120V 30, 4-WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED AC : 10,000 LOCATION: KITCHEN GROUND EQUIPMENT ENCLOSURE NEMA 1 NOTE NOTE, ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE KETTLE DISPOSER 1 20 2 1300 A 2400 30 1 2 COFFEE MAKER - 3600 1300 B 1800 20 1 4 ICE TEA DISPENSER DISHWASHER 5 20 1 1800 C 1332 20 1 6 REFRIGERATED DISPLAY CASE KETTLE RECEPTACLE 7 20 1 720 A 1800 20 1 8 HOT FOOD TABLE SPARE 9 20 1 5 B 3000 40 2 10 COFFEE URN REGISTER 11 20 1 800 C 3000 - 12 12 LOAD CALCULATIONS SPARE 13 20 1 125% - 100% - 125% 125% 100% - - 100% - 50% - 27900 77% 21600 A TOTAL CONNECTED LOAD AMPS 20 2 14 SPARE HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 SPARE 15 20 16 SPARE 17 20 1 C 1400 20 2 18 TOASTER REFRIGERATED DISPLAY CASE 19 20 1 1080 A 1400 20 UNDERCOUNTER REFRIGERATOR 21 20 1 480 B 1400 20 2 22 TOASTER UNDERCOUNTER REFRIGERATOR 23 20 1 480 C 1400 - 24 UNDERCOUNTER REFRIGERATOR 25 20 1 480 A 1440 20 1 26 SANE) CH TABLE JUICE DISPENSER 27 20 1 1440 B 180 20 1 28 RECEPTACLE RECEPTACLE 29 20 1 500 C 1068 20 1 30 LETTUCE DISPENSER/SALAD TABLE PRINTER 31 20 1 800 A 900 20 1 32 SPINNER/MILD AND SODA DISPENSER USED 33 20 1 900 B 1068 20 2 34 MICROWAVE OVEN USED 35 20 • 900 C 1068 - - 36 USED 37 20 1 900 A 900 20 1 38 USED USED 39 20 180 20 1 40 RECEPTACLE-GIFTS 1,X HAND DRYER 41 20 1 1080 C 240 20 1 42 MILK DISPENSER LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS; RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: ELECTRIC HEATING: KITCHEN (EQUIP = 24): TOTALS: 125% 100% 125% - 125% - 100% - 1580 100% 1580 50% - 1600 100% 1600 1080 100% 1080 37576 65% 24424 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A 14,120 VA 118 A PHASE 6: 12,648 VA 105 A PHASE C: 15,068 VA 126A TOTAL CALCULATED LOAD; 28,684 VA TOTAL CALCULATED AMPS: 80 A 41,836 28,684 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER. (Z)=RE-LABELED CIRCUIT 1. PROVIDE GFI CIRCUIT BREAKER 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX (206) 448-4450 CO 0 CY) •:1- Cf) CO OD M- O (.0 00 N i■ PANEL SCHEDULE : 0812212012 (E) PANEL 'K2' PROJECT: Nordstrom Southoonter CLASSIFICATION: NORMAL FED FROM (E) PANEL 'K' MOUNTING: FLUSH VOLTAGE 208Y/120V 30, 4-WIRE SECTION: 1 OF 1 MAINS :100A MAIN LUGS ONLY NEUTRAL 100% RATED AC : 10,000 LOCATION: KITCHEN GROUND: EQUIPMENT ENCLOSURE: NEMA 1 NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE Amps POLE AMPS POLE KETTLE 1 40 3 3600 A 1200 20 1 2 CHEESE MELTER 3600 B 1500 20 1 4 PROOF BOX 3600 C 1200 20 1 6 HOOD AND OVEN KETTLE 7 40 3 3600 A 20 1 8 SPARE 0 5 1200 30 2 10 PANINI GRLL 11 3600 C 1200 12 - LOAD CALCULATIONS LOAD DESCRIPTION CONN, (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS EQUIPMENT & MISCELLANEOUS LIGHTING LARGEST MOTOR MOTORS RECEPTACLE. RECEPTACLES OVER 10kVA: KITCHEN (LARGEST 2): TOTALS: 125% - 100% - 125% 125% 100% - - 100% - 50% - 27900 77% 21600 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 8,400V A 70A PHASE 8: 9,900 VA 83 A PHASE C: 9,600 VA 80 A TOTAL CALCULATED LOAD: 21,600 VA TOTAL CALCULATED AMPS: 60 A 27,900 2 ,6 NOTES: (N)=NEW CIRCUIT, NEW BREAKER; (X)=NEW CIRCUIT, EXISTING BREAKER, (Z)=RE-LABELED CIRCUIT 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448-3376 FAX. (206) 448-4450 .1- 369 Lif) RECtivE0 CITY OF TIJKIA.111A NOV 19Z012 PERMIT CENTER ISSUED / REVISED DATE GEN BID/PERMIT 11/12/12 SEPARATE STAND APPROVAL REQUIRED USDESIGN$SPECIFICATIONS$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT 0 2012 CALLISON i E-504