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HomeMy WebLinkAboutPermit D11-240 - WESTFIELD SOUTHCENTER MALL - PANDORA JEWELRYPANDORA JEWELRY 516 SOUThCENTELR MALL Di 1-240 �J�.r11�A wqs City oorukwila s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov • DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 516 SOUTHCENTER MALL TUKW Suite No: Project Name: PANDORA JEWELRY Permit Number: D11 -240 Issue Date: 08/19/2011 Permit Expires On: 02/15/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STEPHEN WOOD Address: 1124 EASTLAKE AV EAST, STE 201 , SEATTLE WA 98109 Contractor: Name: SHRADER & MARTINEZ CONST INC Address: 160 DRY CREEK RD , SEDONA AZ 86336 Contractor License No: SHRADMC070BC Phone: 206 957 -6400 X 205 Phone: Expiration Date: 01/12/2013 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF RETAIL SPACE AND BACKROOM FOR JEWELRY STORE. NON - STRUCTURAL WALLS AND INTERIOR FINISHES. Value of Construction: $150,000.00 Fees Collected: $3,113.76 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 D11 -240 Printed: 08 -19 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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: 6(1A/4( Date: 0Cf 9// 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: Date: ?S— (c( 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 CONDMONS * ** 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 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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. doc: IBC -7/10 011 -240 Printed: 08 -19 -2011 1008.1.8.1) 25: Exit hardware and marking shall meet th re equirements of the International Fire Code. (Chapter 10) 26: 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) 27: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 28: 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) 29: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.(ALL FIRE ALARM COMPONENTS TO BE TIED -IN TO THE MAIN MALL FIRE ALARM PANEL.) 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: 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. 35: Post address on storefront per approved Westfield standards. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: 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 D11-240 Printed: 08 -19 -2011 7: All rack storage requires a separate pert sued through the City of Tukwila Permit C . 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguishers) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC doc: IBC -7/10 D11 -240 Printed: 08 -19 -2011 CITY OF TUK A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building P r No. Mechanical Permit No. _ 0 Plumbing/Gas Permit No. i Public Works Permit No. Project No. Applications and plans rust 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: 5 3-(vt GE11 -t6 iL King Co Assessor's Tax No.: Z o Z 1+-7 O O 1 0 Suite Number •t B 8 Floor: Tenant Nary 0 N >D o fL A (L& `% New TetarC g Yes ❑ .. No Property Owners Name: 1,4E S-1" Soo ZH QEa1 TE2 LL t_ Mailing Address: Z 8 t b So %1 Iv( C A 2 SEA 7 T L E W, Pr 1 o 1 B City State Zip CONTACT PERSON - van dome ea a tactvllat3o rpe nitisn3edytobeissned Name: 5 --ri'leter,1 4t O D Day Telephone: Z D C. cM 7- C,14-00 x z0 T. Mailing Address: /I, 2-4- E. AS-TLA(c.. ArdENIU>✓ 'AST SEAT/LE VIA le foci 61/4.)1 IS 2.01 City State Zip E -Mail Address: S TE. P ri e iJ 4 aO S A2;. IN/L0-1 , co v"-1 Fax Number. 2-O G. 9 q ? (0 q-- 0 `I - GENERAL CONTRACTOR INFORMATION - (Cortiactor Lfonnetiat for Mechaieal(ig4) P'Iudigad Gas fr ig(pg5)) Company Name: S H ILA a7 tv iL t`�1 fl L t "" Mailing Address: I(p0 Orr) IR6 �Pd�n� � e`er C0/ M 1 KE Goo L Day 9 State Zip Contact Person: Day Telephone: 28 Z 7 7rI� LI- E-Mail Address: k Goo 144, k9 E M R a--r i k) E$, Ce h Fax Number. c( z-5 te r! 2- 3 "77- g Contractor- Registration Number: S iAt M C T 7 O 6 0, Expiration Date: / 12A 6 hj ARCHITECT OF RECORD - All plans m>stbestampedbyAnditactcifReoad Company Name: Mailing Address: P ■Mr UTE S A s-r L4 t&F ASE N v E R S T 5oITE 20I 5EAT ?LE 4 9.8/oci City State Zip Contact Person: j'CE P K E W. D'0 0 Day Telephone: t '1'07 64-00 E -Mail Address: S T�.P K E •J 1.4 IQ SA 614 (ZC N . CI r•A Fax Number. ZO `l 5 7 - g 4- o y-. ENGINEER OF RECORD - All plans mist beslagipedby Engineer cfR a d Company Nam: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number. State Zip H:Wpplic stFmrs- Appllmtlors On nce\2010 Applications-V-2010 - Pe mit Appiic atl n doc Revised: 7 -2010 hl, Page 1 of 6 [BUIL1IING PERMIT INFORMATI GO Valuation of Project (contractor's bid price): $ 50 GOO Existing Building Valuation: $ IF 4%1 4.. (81 To Scope of Work (please provide detailed information): B L (& [_.co r-( Fo(-. ,J E� eLk,7 5To2>ic ( ) o IJ ST2v CTu 2q L S 1 ('V f- i kU ("S f1ES Mr<c- A. ∎LAL ELE.,C'C/1 =(C4 f F;12--t A'-A2M Ljo✓LIc_ T a �� PELt"liTicia / a/Z A-rE Ly • Will there be new rack storage? ❑ Yes N.. No If yes, a separate permit and plan submittal will be required. Provide All Buil:ling Areas in &¢raae Footagr Belo vv No C H 01-N4C I Al S i-r O2 161-0 Cr q-/t-01 . , PLANNING DIVISION: 'Y I Single family building footpint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling. rr ovide the following: Lot Area (sq ft): , J 1 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide doajn ntation� shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes W No If "yes ", explain FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ Node ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list ofmaterials aryl storage locations on a separate 8 -12" 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 olnren t septic design approved by King County Health Department. H:Wpplicatlas\Foms- Applications On LJre\2010 ApplicatitriA7 -2010 - Knit Applicatlmdoc Revised: 7 -2010 m Page 2 of 6 L cy. Existing I Interior Remodel S Addition to T New I Type of T Type of - Mr BLv C, 1%1.1. . g g 13 ( SF -.iu STCA I IUo C. 114414 c c.�. (N) $�.c 4 4 SQ fir. 1 1''' ALL ( � f'OLL — t2.;.) N i Prt Floors dim Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 'Y I Single family building footpint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling. rr ovide the following: Lot Area (sq ft): , J 1 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide doajn ntation� shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes W No If "yes ", explain FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ Node ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list ofmaterials aryl storage locations on a separate 8 -12" 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 olnren t septic design approved by King County Health Department. H:Wpplicatlas\Foms- Applications On LJre\2010 ApplicatitriA7 -2010 - Knit Applicatlmdoc Revised: 7 -2010 m Page 2 of 6 L cy. • • Valuation of project (contractor's bid price): $ 12,000 Scope of work (please provide detailed information): Add new packaged rooftop heatpump to serve retail area and backroom, new exhaust from restroom into existing toilet exhaust Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric m Gas ❑ Other: Indicate type of mechanical work being installed and the quant'ty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 6 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 1 15 -30 hp /1,000,000 btu suspended/wall/floor mounted heater ventilation system 1 wood/gas stove 30 -50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic other mechanical equipment air handling unit <10,000 cfin 1 incinerator — comm/ind 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 extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: O ' AUTHORIZED A NT: Date: ST V,fc"� 4 oo Mailing Address: I(2(1-EA5T L4 -E Pj \JE t461S-( Day Telephone: S E R -T—r W �4 'i 8 WI -64-00 City State Zip Dat Appli tion A ate Applic. on Expi H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 Valuation of Project (contractor's bid pr $ 8000 • Scope of Work (please provide detailed information): Provide new break room sink, and employee toilet and lavatory. Cold water to be provided from existing in space. Hot water to be provided from instantaneous electric hot water heaters. Waste and vent to tie in to existing. Building Use (per Int'1 Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 1.00 Shower, single head trap Lavatory 1.00 Wash fountain Receptor, indirect waste Sinks 1.00 Urinals Water Closet 1.00 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 2 00 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets 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 extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW 1 AUTHORIZED AG Signature: Date: 7, 2O,ZoG( Print Name: S —CC (1C O O i9 Day Telephone: 7-0 iJ 1 t 7 - Cti, 00 X2 ey Mailing Address: I Date II24 -E�{ST LAKE RJR SST plicatio Accepted: t.J i g I°Y City State Zip Date App t .ices: H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7.2010 bh Staff Initials 1 ' Page 2 of 2 • • • PERMIT APPLICATION NOTES - Applicable In all permits in this application Value of Carstruction - In all cases, a value of construction a oumt 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. Fah ioncfPlai Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building aryl Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each The extension shill be requested in writing and justifiable cause demonstrated. Section 105.32 International Building Code (current edition). Plumbing Permit The Building Official my grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in wilting and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. - 4 Date: 01 I ir17 t I Print Name: `f E e v( D o Mailing Address: ` 1,24 [&k-e.._, Ave, t IDate Application Accepted: 01 IA) Day Telephone: 120 (O' 611.* 7, C oo x33/7- i -e,s01 ea-R{,<,, USA °'� [O° City State Zip Date Application Expires: 0' 17 "' 12- H:\ Applicalions\Fmrs- Applications On Line\2010 Applkatk rs \7 -ammo - Permit Appliraion.doc Revised: 7 -2010 Staff Initials: Page 6 of 6 i • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 9202470010 Address: Suite No: Applicant: PANDORA JEWELRY 516 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -240 ISSUED 07/20/2011 08/19/2011 Receipt No.: R11 -02120 Initials: WER User ID: 1655 Payee: Payment Amount: $63.00 Payment Date: 09/28/2011 10:38 AM Balance: $0.00 SHRADER & MARTINEZ CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 32214 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 09 -28 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D11-240 Address: 516 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 07/20/2011 Applicant: PANDORA JEWELRY Issue Date: Receipt No.: R11 -01807 Initials: LAW User ID: 1632 Payment Amount: $228.56 Payment Date: 08/19/2011 10:00 AM Balance: $0.00 Payee: SHRADER &i MARTINEZ CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 21610 228.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $228.56 224.06 4.50 doc: Receiot -06 Printed: 08 -19 -2011 Ci f of Tukwila. 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -01527 Initials: JEM Payment Date: 07/20/2011 User ID: 1165 Total Payment: 3,084.45 Payee: BEN BRIDGE SET ID: S000001532 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D11 -240 2,885.20 EL11 -0657 91.93 M11 -104 66.11 PG11 -109 41.21 TOTAL: 2,885.20 TRANSACTION LIST: Type Method Description Amount Payment Check 334464 3,084.45 TOTAL: 3,084.45 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: 1,660.34 91.93 1,332.18 3,084.45 INSPECTiION NO. INSPECTION RECORD Retain a copy with permit D1 /-a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projectt:T//Q // �p/�� c6y /T1 e.4eJ 7 Typfe offIIn }sppection: �{ 76 Aaride h.. 1C:144 �� Address: �� //l // Date Called: Special Instructions' Date Wanted:./ (am- /0- 3 `1/ P.m. Requester: Phone No: Q2J— 5J- 17210 I►1 Approved per applicable codes. El Corrections required prior to approval. ' COMMENTS: OA- --729— P‘e)-70-1 1 I REI CTION FEE ' QUIRED. 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 .p (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 6� 0/1 24/0 Project') // i Type opsp e�on: Add.s� � Ala Date Called: J Special Instructior : • Date Wanted:. f // f!/ a.m P.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: I Date:A3v ❑ REINSPECTION FEE R'QUIRED. Prior to next inspection. fee m st be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION 0. INSPECTION RECORD Retain a copy with permit .‘44 �11�2�fQ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' t: _.� � 4�/� ,�„J(U -7 Type Inspection , , �M f? s t4• /I( Ad 1s : Date Called: Special Instructions: 8.--q-1;41-1 Date Wanted 3iQ-- � J ( p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. �O COMMENTS: Inspe Date4 • 3 u-- cr n REINSPECTION FEE REQUIRED. Prior'to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 4 , INSPECTION RECORD Retain a copy with permit WI-20 PERMIT N0. Al CITY OF' TUKWILA BUILDING DIVISION Lj 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSP -C TION NO. Proj q t: T 5 , J A• d2u)eJri Type of Inspection: ')'J S . 66: -- 46, Addfess: Date Called: Special Instructions: Date Wanted �Z �a, —�' p.m. Requester: Phone No:y C ( 4 n t O Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspect f� Dat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300•Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI( -2414 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ft. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ' ct: r A ° (LA- `.-1 -�Q r Type of Inspectio e.�- lAJ. Address: 1 5 (So 5C— k4 U--(d: Date Called: p. Special Instructions: Date Wanted r (� ' r �.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: 1 IDateq ri REINSPECTION FEE REQI)IRED. 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 fa. (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 Or( - 240 4 P`ro ct: — r O J.Lt -. J 1 Typ f Inspection: fr.� Address: / . sC. 'A', Vi Date Called: Special Instructions: • Date Wanted • ` ( — ' / a.m. �_ Requester: Pho No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Ape' J-cc/ Sv zr fi 4 40 • ❑ RE1 PECTION FEE REQUIRED. ° rior to ne inspection, fee must be pai at •300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER V INSPECTION RECORD ' Retain a copy with permit /1_ - ae6 0n '/D PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: r clk&or A Sprinklers: Fire Alarm: Ty a of In ction: sp A /rTii F-e_ 4 / - Address: s•/ 6 Suite #: S (. w'1, 1.- L_ Contact Person: Special Instructions: A Phone'No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: -CA .C, -L - or- ' < < 4-14'0A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 0.„\ ,, .s.--(9_. Date: 9/30/ 0 Hrs.: Li rr,v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • -:a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D// _ c94/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Pcc Type o I spection: 3 p Address: s-/ o Suite #: is-,c_ M/t. CC_ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. MCorrections fired prior to approval. COMMENTS: ) IY/� f<'c, Cou-ci VP 4 ZSPPA cr 7 --?- ,J ts-eg ,'A) k L . ptlVj. ^ dkir-lye. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /. cz,,., 59- Date: g f 2el1( Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department.. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 ti- T.F.D. Form F.P. 113' T. L 'wry T a• -c..: 's-� -- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 1 �f. a :ns-.+. e•w VI-47Z a• •4'x41:•r - -. /I -s- /93 D//- ayo PERMIT NUMBERS . CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project:n 1 Sprinklers: Fire Alarm Type of Inspection: v Address: .5-1 j Suite #: S. C. 4/k L L_ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. R.-Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm Hood & Duct: Monitor;: ' . 1--iftv--e— pf GC ? 35 -r-v .s O Pk $ -eA S rz. t A) 5P € cI l e x. Occupancy Type: Ck -- 7" C ov -e/ Query't,,vs &J, 1L eXcepi- pt) o4- Q SP CDu '77) tA/op Pr . hirorti+, Needs Shil Inspection: Sprinklers: Fire Alarm Hood & Duct: Monitor;: ' . Pre -Fire: Permits: Occupancy Type: Inspector: ,12(,.\ L 5c3 Date: c:03/// Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • ^9 . • HERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -240 DATE: 09/19/11 PROJECT NAME: PANDORA JEWELRY SITE ADDRESS: 516 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued EPART TS:Cl C' ui ding Division Al/A— ' di Iic Works �� N�rt Fire Prevention Structural (W Ay/01 Planning D vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09/20/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route U REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR ORRECTIONS: DUE DATE: 10 /18 /11 Approved �� Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 �ERMIT COORD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -240 DATE: 07/20/11 PROJECT NAME: PANDORA JEWELRY SITE ADDRESS: 516 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: uilt�ina Diviilion V public Works WO 01' Fire Prevention ® Plan Pin Division lj Structural ❑ Permit Coordinator ri DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/21/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IT Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 /18 /11 Approved Approved with Conditions [J Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT piNopiA U■,11.-t SITE ADDRESS: 5 M fLL- PERMIT NO:• 2� -'p ORIGINAL ISSUE DATE: Di I t I( REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITLLS Ofiltti Q6'N LI-4-t( Summary of Revision: P IPj ` 4 fb pffik Imam To a LI1 AT-,---- c`N - U fiol ai3c-C t- N Received by: Tt i 4r (1, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9r. I • 2d — Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: p pk, De, a_ Pt ,1 E,,) $ L,2 i Sro 2 y Project Address: 50o-r14 LA) L L C WES -r Ei EL P s o v-rry ce ,07t) Contact Person: 5 -r E P ll 1.4c .o.0 Phone Number: Zo 6 1'5 7 on )• 2.0F Summary of Revision: $ rtfr( 12.001.A f c z 14.001"4 (co 4L.leED �o �'IA E S�W(l- Lit.) E Con)/1/4JE CTio� ReCIRyED OP TUKwiLA PI92011 PERMIT cFNTER Sheet Number(s): ■2.1 A 2-2- A2. 3/ A 2 LI-- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on H:\ApplicntionsTotms- Applications On Line \2010 Applicstiotu \7 -2010 - Revision Submittal.doc Created: 13-13 -2004 Revised: 7 -2010 kg King County Department of Natural Resources and Parks Wastewater Treatment Division • Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 633. Southcenter Property Street Address Seattle. WA 98188 City State ZIP Westfield Southcenter LLC Owners Name Subdivision Name Lot if Subdiv. # Block It Building Name Westfield Southcenter Mall Of applicable) ( 206) 802 6070 Owner's Phone Number (with Area Code) ( 206 8)J2 6070 Scott Priester Property Contact Phone Number (with Area Code) Owner's Mailing Address 2800 Southcenter, Seattle, WA 98188 For King County _nly Account # No. of RCEs Monthly Rate Property Tax ID # 9202470010 Party to be Billed (if different from owner) Pandora Jewelry SC , c/o Ben Bridge Jewelry, attn. Scott Johnson, 2901 Third Avenue, Suite 200, Seattle, WA 98121, ph. 206 239 6841 City or Sewer District Date of Connection Side Sewer Permit it Please report any demolitions of pre - existing building on thls property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? 0 Yes 0 No Was building on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1/90? D Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .6 Hose bibb (interior) 2.6 2.6 Ciotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 0.30 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: N/A Estimated Wastewater Discharge: ° Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) 0 A B 0.30 0 0.30 RCE cnYNAIRIA ,il►� 2OE2011 ERMIT ° °E DI 2 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of cor ed data for ddeteerrminate , of a revised capacity charge. Signature of Owner/Representative / LY' " �✓ �T G Date 7' . e Print Name of Owner /Representative 1058 (Rev. 9107) White - Nina County Yellow - Local Sewer Aaencv Plnk - Sewer Customer .et;ts, Contractors or Tradespeople Printer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SHRADER & MARTINEZ CONST INC UBI No. 601512842 Phone 6022827554 Status Active Address 160 Dry Creek Road License No. SHRADMC070BC Suite /Apt. License Type Construction Contractor City Sedona Effective Date 1/3/1993 State AZ Expiration Date 1/12/2013 Zip 86336 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MARTINEZ, RONALD M Cancel Date 01/01/1980 Amount SHRADER, SCOTT, 5 12 01/01/1980 DTC08547X208PHX11 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 MERCHANTS BONDING CO WA10038 12/28/2001 Until Cancelled $12,000.00 12/26/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Phoenix Insurance Company, The DTC08547X208PHX11 06/01/2011 06/01/2012 $1,000,000.00 07/11/2011 11 ZURICH AMERICAN INS CO CPO9380982 01/31/2011 01/31/2012 06/13/2011 $1,000,000.00 01/31/2011 10 ZURICH AMERICAN INS CO CP0938098201 01/31/2009 01/31/2011 $1,000,000.00 03/01/2010 9 TRAVELERS INDEMNITY C00208L3811ND08 01/31/2007 01/31/2009 $1,000,000.0001 /28/2008 8 CONTINENTAL CAS CO C2082640069 01/01/2006 01/31/2007 $1,000,000.00 01/11/2007 7 CONTINENTAL CAS CO TCP2081196001 01/01/2005 01/01/2007 $1,000,000.00 12/27/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/19/2011 GENERAL NOTES GENERAL 1. ALL WORK TO BE PROVIDED BY CONTRACTOR UNLESS IT IS SPECIFICALLY NOTED TO BE DONE BY OTHERS. SAFETY 1. CODES: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN FORCE AT THE TIME OF CONSTRUCTION. WORK PRACTICES 1. MATERIALS: ALL MATERIALS ARE ASSUMED TO BE NEW (U.O.N.). 2. SUBCONTRACTOR COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEIR SUBCONTRACTORS AND FOR THE SCHEDULING COORDINATION OF WORK INDICATED ON THE DRAWINGS TO BE DONE BY OTHERS. 3. LAYOUT: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES DISCOVERED. 4. SERVICE SHUTDOWNS: CONTRACTOR TO NOTIFY THE OWNER & LANDLORD (48) HOURS IN ADVANCE OF SERVICE SHUTDOWNS. CONTRACTOR TO OBTAIN THE OWNER AND LANDLORD'S PERMISSION TO SHUTDOWN ANY BUILDING SERVICE. 5. SITE CLEANING: CONTRACTOR TO CLEAN PREMISES AND REMOVE DEBRIS ON A REGULAR BASIS. 6. UNEXPECTED CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONDITIONS WHICH ARE UNCOVERED WHICH DIFFER FROM WHAT IS SHOWN ON THESE DRAWINGS. 7 CONTRACTOR TO COMPLY WITH LANDLORD WORK RULES CONTRACTOR RESPONSIBLE FOR DESIGN /BUILD SPRINKLER AND FIRE ALARM INSTALLATION, PERMITS, AND CONSTRUCTION. DRAWING SPECIFICITY 1. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY NAIL, SCREW, BOLT AND CONNECTION ETC. REQUIRED TO INSTALL A GIVEN ITEM. THE CONTRACTOR IS TO MAKE REASONABLE ASSUMPTIONS AS TO MISCELLANEOUS ITEMS WHICH ARE REQUIRED TO INSTALL ITEMS NOTED ON THESE DRAWINGS. CONTRACTOR TO PROVIDE NECESSARY BACKING , BLOCKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES AND OTHER ITEMS REQUIRING SAME. 3. DIMENSIONS: HORIZONTAL DIMENSIONS ARE FROM FINISHED SURFACE TO FINISHED SURFACE U.O.N. VERTICAL DIMENSIONS ARE FROM TOP OF SLAB .U.O.N. DRAWINGS ARE NOT TO BE SCALED. NOT ALL SYMBOLS SHOWN ARE USED. PROJECT DATA PROJECT ADDRESS WESTFIELD SOUTHCENTER 633 SOUTHCENTER, SUITE 588 SEATTLE, WA 98188 PH 206 246 7400 TAX ASSESSOR'S NUMBER 9202470010 LEGAL DESCRIPTION WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1 -9 WHICH REPLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA BSIP #L10 -032 REC #20101021000765) BUILDING DESCRIPTION EXISTING BUILDING 553,580 SF, BUILT 1969, REINFORCED CONCRETE FRAME. PROJECT DESCRIPTION TENANT IMPROVEMENT TO CONSTRUCT 985 SQUARE FEET OF RETAIL SPACE. WORK INCLUDES NON- STRUCTURAL PARTITIONS, CASEWORK AND FINISHES CONSISTENT WITH TYPICAL T.I. SCOPE OF WORK. ALSO INCLUDED IN SCOPE OF WORK ARE ELECTRICAL AND MECHANICAL DISTRIBUTION AS WELL AS INSTALLATION OF PLUMBING FIXTURES. AUTHORITY HAVING JURISDICTION CITY OF TUKWILA ZONING N/A - EXISTING BUILDING CONSTRUCTION TYPE TYPE -il B FULLY SPRINKLED 'OCCUPANCY TYPE M MERCANTILE OCCUPANT LOAD PER TABLE 1004.1: 30 SF PER OCCUPANT FOR RETAIL SPACE 774/30 = 26 OCCUPANTS 300 SF PER OCCUPANT FOR STORAGE SPACE 109/300 = 1 OCCUPANT 26 OCCUPANTS (RETAIL) 1 OCCUPANT (STORAGE) 27 TOTAL OCCUPANT COUNT REQUIRED EXITS ONE EXIT REQUIRED, PER TABEL 1019.2, UP TO 49 OCCUPANTS AND 75 FEET MAXIMUM TRAVEL DISTANCE REQUIRE ONE EXIT (PROVIDED). REQUIRED EXIT WIDTH PER TABLE 1005.1: EGRESS WIDTH PER OCCUPANT = .15" 27 OCCUPANTS MAXIMUM X .15" = 4.05" EXIT WIDTH REQUIRED. 72" EXIT WIDTH PROVIDED. FIRE - PROTECTION _ FULLY SPRINKLERED STRUCTURE WITH FIRE -ALARM TO BE PROVIDED IN NEW TENANT SPACE. ADJACENT TENANTS TO THE PROPOSED JEWELRY STORE ARE CURRENTLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEMS DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13. " PROJECT AREAS TOTAL AREA OF NEW WORK = 985 SF ENERGY & ENVELOPE INFORMATION NO CHANGE TO BUILDING ENVELOPE APPLICABLE CODES - BUILDING: 2009 INTERNATIONAL BUILDING CODE - HVAC: SEE MECHANICAL DRAWINGS - PLUMBING: SEE PLUMBING DRAWINGS FIRE PROTECTION: SEE MECHANICAL DRAWINGS - ELECTRICAL: NATIONAL ELECTRICAL CODE LATEST EDITION - ACCESSIBILITY: ADA & WASHINGTON STATE ACCESSIBILITY CODE - OCCUPATIONAL SAFETY: OSHA & WISHA PERMIT INFORMATION 1. CITY OF TUKWILA PROJECT #: 2. BUILDING PERMIT #: TBD OTHER RELATED PERMIT SUBMITTALS 1. PREVIOUSLY SUBMITTED RELATED PERMITS: FIRE - SPRINKLER DESIGN TO BE SUBMITTED FOR PERMIT SEPARATELY BY THE EVENTUAL FIRE - SPRINKLER CONTRACTOR. PROVIDE QUICK - RESPONSE SPRINKLER HEADS. FIRE -ALARM DESIGN TO BE SUBMITTED FOR PERMIT SEPARATELY BY THE EVENTUAL FIRE -ALARM CONTRACTOR, TBD. LOW- VOLTAGE CABLING TO BE SUBMITTED FOR PERMIT SEPARATELY BY EVENTUAL LOW- VOLTAGE CONTRACTOR, TBD. SEPARATE E PL MI T REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila pUILDlNG DIVISION PROJECT TEAM OWNER ' BEN BRIDGE JEWELERS 2901 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 PHONE: (206) 239 -6841 EMAIL: SJOHNSON©BENBRIDGE.COM ATTN: SCOTT JOHNSON TENANT'S REPRESENTATIVE THE KLINKAM COMPANY 3718 MAGNOLIA BLVD. W. SEATTLE WA 98199 PHONE: (206) 624 -9735 FAX: (206) 283 -2446 E -MAIL: CRAIG@KLINKAM.COM ATTN: CRAIG KLINKAM LANDLORD WESTFIELD SOUTH CENTER MALL 2800 SOUTHCENTER SEATTLE, WA 98188 PHONE: (206) 802 -6070 CELL: (323) 578 3849 E -MAIL: SPRIESTER@US.WESTFIELD.COM ATTN:J. SCOTT PRIESTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2011 City of BUILDING ARCHITECT SABARCHITECTS, INC. 1124 EASTLAKE AVE EAST, SUITE 201 SEATTLE, WA 98109 PHONE: (206) 957 -6400, EXT. 205 FAX: (206) 957 -6404 E -MAIL: STEPHENW @SABARCH.COM ATTN: STEPHEN WOOD MECHANICAL ENGINEER RUSHING CO. 1725 WESTLAKE AVE. NORTH SUITE 105 SEATTLE, WA 98109 PHONE: (206) 285 -7100 FAX: (206) 285 -7111 E -MAIL: JEFFL@RUSHINGCO.COM ATTN: JEFF LYNCH ELECTRICAL ENGINEER RUSHING CO. 1725 WESTLAKE AVE. NORTH SUITE 105 SEATTLE, WA 98109 PHONE: (206) 285 -7100 FAX: (206) 285 -7111 E -MAIL: HOLLISH@RUSHINGCO.COM ATTN: HOLLIS HERRON GENERAL CONTRACTOR SHRADER MARTINEZ PHONE: 928- 282 -7554 EXT. 203 E -MAIL: MCOOK @SHRADERMARTINEZ.COM ATTN: MIKE COOK SPRINKLER DESIGN /BUILD CONTRACTOR TO BE DETERMINED PANDORA SUITE 588 I ma. 1 its.1•0916-ampir-, II r Mil s 1 r iii PooP � uu' ruD NORDSTROM ALL PLAN NOT TO SCALE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will .require a new plan submittal and may include additional plan review fees. cwiia VISION DOCUMENT LIST DRAWINGS ARCHITECTURAL A0.1 GENERAL PROJECT INFORMATION A0.2 SYMBOLS AND ABBREVIATIONS A0.4 SPECIFICATIONS A1.1 SITE PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A2.3 CASEWORK AND EQUIPMENT PLAN A2.4 FINISH PLAN A3.1 INTERIOR ELEVATIONS & ENTRY ELEVATION A3.2 INTERIOR ELEVATIONS A6.1 WALL TYPES. DOOR AND FINISH SCHEDULES A9.1 DETAILS A9.2 DETAILS A9.3 DETAILS MECHANICAL M0.00 MECHANICAL M0.01 MECHANICAL M0.02 MECHANICAL M0.03 MECHANICAL M1.01 MECHANICAL M2.01 MECHANICAL M2.02 MECHANICAL M5.01 MECHANICAL SYMBOLS AND ABBREVIATIONS MATERIALS AND SPECIFICATIONS MATERIALS AND SPECIFICATIONS MATERIALS AND SPECIFICATIONS SCHEDULES FLOOR PLAN ROOF PLAN DETAILS PLUMBING P0.00 PLUMBING SYMBOLS AND ABBREVIATIONS P1.00 PLUMBING SCHEDULES P2.00 PLUMBING BELOW GRADE PLAN P2.01 PLUMBING FLOOR PLAN P5.01 PLUMBING DETAILS ELECTRICAL E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.01 ELECTRICAL RISER & MEP COORDINATION SCHEDULES E0.02 WSEC AND SWITCH BANK DETAILS E2.01 ELECTRICAL FLOOR PLAN -POWER & LOW VOLTAGE E2.02 ELECTRICAL FLOOR PLAN - LIGHTING E2.03 ELECTRICAL ROOF PLAN - E3.00 ELECTRICAL OUTLINE SPECIFICATIONS FIRE SPRINKLER & FIRE ALARM TO BE SUBMITTED UNDER SEPARATE PERMIT WESTFIELD SOUTHCENTER MALL 633 SOUTHCENTER, SUITE 588. SEATTLE, WA 98188 S 150Ih St 1-5 5151st crt 4,43 u s 150th St S 14 t St o w SA BArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 ®T 206 957 6400 206 957 6404 ` REGISTERED l ARCHITECT ateae6(taSitteasetWA-- 1 STATE OF MSHINGTONI FILE COPY Permit No. Plan review approval Is subject to errors and omiesiA , Approval of construction documents does not autho the violation of any adopted code or ordnance. Receipt of approved Field Copy and • • • I 1 • is acknowledged: By Aiveiiimesa City Of Titkwua BUILDING DIVISION crtYBSCMIA JUL 2 0-2011 PERMIT(ENER N 518 s 152nd St 2 a 405 4 sow` �►twa .,::, o Unfits p TUKWILA PKWY 3160th St eh 6 N tsdth St - ith St it g re rL 1. a to `Y 155th St q S 161st St '0 • 5 163x4 Pt a ttatn st 0' RI hield :tioentei To pity pg S 165th St 0, N 5 1117th St 5 185th Ln v. 5 168th St Baker plud Strander Blvd SNItheAhhat Paza 153 S.165th $t O' S 170th St S Inttk St 0, m .......h:trd.Aua.R yt ca■:lrnw3 sy;aktvor.e. "'VICINITY MAP NOT TO SCALE 0, 3 siAed JeAoDUv Trnk [?7 Indll;r ai Y Q 0 k c M ?f K 02011 Goagle -Map data 02011 Google - ; 7.19 .2011 PAND6FAM WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 PROJECT INFO SCALE:. DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A0.1 ABBREVIATIONS F A PAC ACC AO ADA PDD tam APT AOJ ALT 1 MICH MOD PP ARCH ASSY AUT AUTO PBX AV BAL ec BD BRUM BLDG BIM ODD DDT ERG T BBSSC BSMT BTW C CPT ce CEN CER CFO CFH. CO CH CHILD CHAN CHAM CIP a CU CLG CLKG LR CMU CO COL COMB COMM COMP CONC COND CONK CONST COW COORD CORR CS CSFD CSK CT CW cws D DC DDL DEG DEL DEU DEMO DEPT DET OF DI DIA DIALOFF DIM 01 ON DR ORRM DS OW DWG DWI WIN $TOWN130®98m ANCHOR BOLT ACOUSTIC /ALTERNATING CURRENT AUTOCLAVE ACCESSORY OCCUPANT LOAD AREA DRAIN ACOUSTIC CEILING TILE AMERICANS W/ DISABIUTIES ACT ADDENDUM ADDITIONAL ADJUSTABLE /ADJACENT ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE /ALTERATION AMPERES ANCHOR ANODIZED ACCESS PANEL ARCHITECT ASSEMBLY AUTOCLAVE (STERIUZER) AUTOMATIC AUXILIARY AUDIO VISUAL BALANCE BOTTOM OF CURB BOARD BITUMINOUS BUILDING BLLOOCCK(ING) BASIS OF DESIGN BOTTOM BEARING BRACKET BOTH SIDES /BACK SET RIO-SAFETY CABINET BASEMENT BETWEEN CABINET CARPET CATCH BASIN /CHALKBOARD CENTRIFUGE CERAMIC CONTRACTOR FURNISHED CONTRACTOR INSTALLED CHEMICAL FUME HOOD CORNER GUARD COAT HOOK CHILDREN CHANNEL CHAMFER CAST -IN -PLACE (CONCRETE) CONSTRUCTION JOINT CLEARANCE CEIUNG CONTROL JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNITS CLEAN OUT COLUMN COMBINATION /COMBUSTIBLE COMMUNICATION COMPRESSED (ION)/ COMPACT(OR)(ED)(ION)/ COMPOSITE(ION) CONCRETE CONDUIT, CONDITION CONFERENCE CONNECT ION) CONSTRUCTION CONTINUE/ .CONTINUOUS COORDINATE CORRIDOR CUP SINK COMBINATION SMOKE & FIRE DAMPER COUNTERSINK /COUNTERSUNK CERAMIC TILE CENTER COLD WATER (DOMESTIC) COUNTERSUNK WOOD SCREW PENNY (NAILS) DIRECT CURRENT DOUBLE DEGREE(S) DEPARTMENT OF EARLY LEARNING DELI -STYLE REFRIGERATOR DEMOLISH /DEMOLITION DEPARTMENT DETAIL DRINKING FOUNDATION/ DOUGLAS FIR DEIONIZED WATER DIAMETER DIAGONAL DIFFUSER DIMENSION(S) DIRECTOR(S) DEAD LOAD DOWN DOOR DRAIN DRAWER DOWNSPOUT DISH WASHER DRAWING(S) DRAWER EXISTING EACH EXPANSION BOLT EXPANSION JOINT ELEVATION (GRADE) ELEVVA OR /EELEVATION EMERGENCY EMERGENCY POWER ENCLOSED EQUAL EQUIPMENT EMERGENCY SHOWER EXHAUST EXISTING EXPOSED /EXPANSION EXTERIOR EXTRUDED EYEWASH F FA FB FFOONN FE FEC FF RIC FH FHMC FNReNrlls FIC FIN FI0 FNTV FL RASH FLEX FLG FLR FLUOR F.O. FDIC FP RIM FRP FRZ FS FT FTC FURR AVC FZ Haw Inures) FAHRENHEFF FIRE ALARM FIAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HYDRANT FIRE HOSE CABINET FLAT HEAD MACHINE SCREW FLAT HEAD SCREW FLAT HEAD WOOD SCREW FURNISHED AND INSTALLED BY CONTRACTOR FINISH(ED) FURNISHED AND INSTALLED BY OWNER FURNISHED AND INSTALLED BY OWNER OR VENDER FLOOR UNE /FLOOR FLASHING FLEXIBLE FLANGE FLOORING) FLUORESCENT FACE OF... FURNISHED BY OWNER INSTALLED BY CONTRACTOR FIREPROOFING) FERMENTOR FIBERGLASS REINFORCED PANEL FREEZER FULL SIZE /FLOOR SINK FOOT /FEET FOOTING FURRING FABRIC WALL COVERING FREEZER GAS OUTLET GAUGE/GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERAL/GENERATOR GROUND FAULT INTERRUPT GLASS FIBER REINFORCED CONCRETE GLASS /GLAZING /GLAZED GLUE LAMINATED GROUND GLASSWASHER GYPSUM WALLBOARD GYPSUM H HC HANDICAP HCW HOLLOW CORE WOOD/ HOT & COLD WATER HORD HARDWOOD MDR HEADER HM HOLLOW METAL HORIZ HORIZONTAL HP HORSEPOWER /HIGH PRESSURE /HIGH POINT HPL HIGH PRESSURE LAMINATE HR HOUR HS HOOK STRIP /HIGH STRENGTH HT HEIGHT WC HEATING HTR HEATER HVN HEATING/VENTILATION /AIR CONDITIONING HW HOT WATER(DOMESI1C) MD HYDRANT HOAR HARDWARE 1 IBC ICW ID NlW INC Nr INCA N NFO T L NT ,111 J JAN JBOX JNT K KO KP KS LAB LAV U3(S) LLFFH URI UN LL LOC LTC LTG NtERNATIONN. BUILDING CODE CE MACHINE NDUSTRIAL COLD WATER NSIDE DIAMETER/INSIDE DIMENSION NDUSTRIAL HOT WATER NCH NCUBATOR NCANDESCENT NCLUDE(ING) NFORMATION NSULATE(D)(ING) NTERIOR NVERT JANITOR JUNCTION BOX JOIST JOINT KNOCK OUT KICK PLATE KNEE SPACE LABORATORY IAVATORY POUND(S) LABORATORY COLD WATER LINEAL FOOT /UNEAR FOOT LAMINAR FLOW HOOD LABORATORY HOT WATER WAD 0 LOCATED/LOCATION(S) CATEED/ /LOCATION(S) LEARNING RESOURCE CENTER LIGHT LIGHTING NAMP11111115 til§A§INEE N NEG NG MC NOM NTS MACHINE MAINTENANCE MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDIUM DENSITY FIBERBOARD MECHANICAL MEDICAL/MEDIUM MEMBRANE MECHANICAL/ ELECTRICAL/PLUMBING MANUFACTURING MANUFACTURER MANAGER MINIMUM /MINUTE MIRROR MISCELLANEOUS MOULDING MODULAR /MODIFIED MOUNT MOUNTED MOUNTING METAL MOTOR MULLION MICROWAVE OVEN NORTH NEGATIVE NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE 0 0 OUTLET OC ON CENTER NTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OFF OFFICE OH OVERHEAD /OVERHANG OPH OPPOSITE HAND OPP OPKG) OP OSflEE) PB PANIC BOLT /PUSH BUTTON PBD PARTICLEBOARD POC PRECAST CONCRETE PED PEDESTAL PERT PERFORATED(D) PERIM PERIMETER PERP PERPENDICULAR PG PLATE GLASS PH PHASE PL PLATE P -LAM PLASTIC LAMINATE PLYWD PLYWOOD PM. PANEL POL POLISH(®) PORT PORTABLE PRINT PRINTER PRELIM PRELIMINARY PREP PREPARATION PRESS PRESSURE PROJ PROJECT(ION) PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREAT(ED) PTD/W PAPER TOWEL DISPENSER W/ WASTE RECEPTACLE PT OISP PAPER .TOWEL DISPENSER PVC POLYVINYL CHLORIDE Mg RR POWER QT QUARRY TILE /QUART QTR QUARTER QUOIN QUANTITY R Re RCP RD REC RED RECT REF REINF REG RESL REV RM RND RO RTN RTU 8 SBC SIN SC SCD SCR SOIED SO SECT SESF RV SHF SHK Kew SRI SJ SLOG SLR SAID SN/TD SNT RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN /ROAD RECEIVING RECEPTION RECTANGULAR REFRIGERATOR REFERENCE REINFDRCE(D) ING)(MENT) REQUIRE(0) /REQUIREMENT RESILIENT RETURN REVISION ROOM ROUND ROUGH OPENING RETURN ROOF TOP UNIT SEATTLE BUILDING CODE SANITARY SOLID CORE SEAT COVER DISPENSER SHOWER CURTAIN ROD SCHEDULE SOAP DISPENSER /SOAP DISH SECTION NETWORK SERVER SQUARE FEET /FOOT SHELF /SHELVING SHAKER SHEET SHEATHING SIMILAR STEEL JOIST SLIDING SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN/TAMPON DISPENSER SEALANT S (CONTINUED) SPEC SPK SPC sa SS, SL SSTIA Il SRA STR STRUC SUBFL SUPP SURF SUSP SV SYM SYN SPECIFICATION /SPECIFIED SPEAKER SPECIAL SQUARE STAINLESS STEEL STANDARD STEEL STEAM STONE STORAGE. STRAIGHT STRUCTURAL SUBFLOOR(ING) SUPPORT SURFACE SUSPEND(ED) SHEET VINYL SYMMETRICAL SYNTHETIC TTOP, TREAD, TOILET TM TOP AND BOTTOM TB TOWEL BAR/TACK BOARD TBD TO BE DETERMINED TC TOP OF CURB/TOP OF CONCRETE TD TOWEL DISPENSER TEL TELEPHONE TEMP TEMPERATURE/TEMPERED/ TEMPORARY TAG TONGUE & GROOVE THERMO THERMOSTAT 11O( THICK(NESS) THRU THROUGH TJI TRUSS -JOIST INTERNATIONAL TOC TOL TOL TOS TPD TPH TPNN TRD TS TWS TYP TOP OF CONCRETE TOILET TOLERANCE TOP OF STEEL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TREAD TUBE STEEL TEACHER WORK STATION TYPICAL u WIC UNIFORM BUILDING CODE UC UNDER COUNTER LINO UNLESS NOTED OTHERWISE VV VOLTS V/VAC VACUUM OUTLET VAPOR VAR IS VINYLS E/VACUUM BREAKER/VAPOR BARRIER VCT VINYL COMPOSITION TILE VD VOLUME DAMPER VENT VENTILATION/VENTILATE/ VENTILATOR VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIB VIBRATION VIF VERIFY IN FIELD VIA VENDING MACHINE VOC VOLATILE ORGANIC COMPOUND VOL VOLUME WC VINYL WALL COVERING 14% 4siloss4igsswEgEiE* WIDE/WEST/WASTE /WATER WITH WITHOUT WHITE BOARD/WOOD BASE WATER CLOSET WOOD WASHER /DRYER WINDOW WIDE FLANGE (STEEL) WIRE GLASS/WALL GRILL WATER HEATER WORK WATERPROOF/WEATHERPROOF WATERPROOF MEMBRANE WOOD SCREWS/WATERSTOP WEATHERSTRIP/WET STAND PIPE WEIGHT/WATERTIGHT WELDED WIRE FABRIC WELDED WIRE MESH Y YD YARD DRAIN SYMBOLS L ANGLE O AT CENTERUNE ♦ PER i PERPENDICULAR R PLATE r# ROUND OR PHASE (ELECTRICAL) O DIAMETER • DELTA * PLUS OR MINUS SYMBOLS THESE SYMBOLS REPRESENT THOSE USED ON THE ARCHITECTURAL DRAWINGS. FOR SYMBOLS USED ON THE DRAWINGS OF OTHER DISCIPLINES, SEE LEGEND SPECIFIC TO THAT DISCIPLINE. PLAN SYMBQLS NORTH ARROW DATUM OR BENCH MARK HALL SF R1 32 CG (7/A5.2)- A9. . .O. NMI MOW IMini4,1 PLUMBING FIXTURES PLAN ELEV X ORD. FLOOR ELEVATION COLUMN GRID SYMBOLS ROOM IDENTIFICATION WALL TYPE WINDOW TYPE DOOR NUMBER RELITE NUMBER CORNER GUARD INTERIOR ELEVATIONS NUMBER IDENTIFICATION SHEET NUMBER (A5. #) DETAILS NUMBER IDENTIFICATION SHEET NUMBER (A9. # #) DETAIL PLAN NUMBER IDENTIFICATION SHEET NUMBER EXTERIOR ELEVATION BUILDING SECTION REVISION INDICATOR SINKS /LAVATORIES SHOWER Ei TOILET URINAL FLOOR DRAIN FLOOR SINK JANITOR'S SINK DRINKING FOUNTAIN WALL LEGEND MONO .1011010 INSIOND =WOO =EMI CEILING LEGEND WALL TO BE DEMOLISHED EXISTING NON —RATED WALL TO REMAIN 1111111111111111 NEW WALL - - - EQUIPMENT PLAN A9 (pc HVAC PLAN ELEV 0 DEVICES BAN +A- ►7M IR • DC 11 ELEV. 0 a 00 00 0 ARE ALARM 1 N BEY EXISTING 1 —HR RATED .WALL EXISTING 2 -HR RATED WALL EQUIPMENT NUMBER PLAYGROUND EQUIPMENT FIRE EXTINGUISHER CLASS 2A, TYP. THERMOSTAT LOW WALL RETURN DUPLEX RECEPTACLE QUADPLEX RECEPTACLE SPECIALTY RECEPTACLE LIGHT SWITCH LIGHT SWITCH WITH DIMMER 3 -WAY LIGHT SWITCH DATA OUTLET TELEPHONE OUTLET COMBO TEL /DATA OUTLET CARD READER MAGNETIC HOLD OPEN (CONNECTED TO FIRE —ALARM SYSTEM) REQUEST TO EXIT (REX) INFRARED DETECTOR DOOR CONTACT C © FIRE ALARM PULL STATION 0 FIRE ALARM STROBE DEVICE FIRE ALARM STROBE & HORN DEVICE ACOUSTIC CEILING TILE GWB CEILING RE V E VVE:D FOR GOD A= L? CE: APPROVED AUG 03 2011 City of Tukwila BUILDINGDIVISION CITIRSARRA 3i41 0 2011 PERMIT CENTER S A B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 REGISTERED ARCHITECT I aittekc.A9eadge4,40L- STATE IF WASHINGTON 7.19 .2011 PANDORA" WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 SYMBOLS AND ABBREVIATIONS SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A0.2 GENERAL SPECIFICATIONS WORK AND PRODUCTS TO COMPLY WITH THE FOLLOWING REFERENCE STANDARDS IN ADDMON TO THE INFORMATION SUPPLIED IN THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY ADD111ONAL CLARIFICATION. SECTION 03505: SELF- LEVELING UNDERLAYMENT 1.01 REFERENCES A. ASTM C 109/C 109M - STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS (USING 2 -IN. OR (50 -MM) CUBE SPECIMENS); 2005. B. ASTM C 348 - STANDARD TEST METHOD FOR FLEXURAL STRENGTH OF HYDRAULIC- CEMENT MORTARS; 2002. C. ASTM C 472 - STANDARD TEST METHODS FOR PHYSICAL TESTING OF GYPSUM, GYPSUM PLASTERS AND GYPSUM CONCRETE; 1999 (REAPPROVED 2004). D. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS; 2005. SECTION 06114: WOOD BLOCKING AND CURBING 1.01 REFERENCES A. ASTM A 153/A 153M - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE; 2005. B. ASTM 0 2898 - STANDARD TEST METHODS FOR ACCELERATED WEATHERING OF ARE- RETARDANT - TREATED WOOD FOR FIRE TESTING; 1994 (REAPPROVED 2004): C. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS; 2005. D. AWPA C2 - LUMBER, TIMBER, BRIDGE TIES AND MINE TIES -- PRESERVATIVE TREATMENT BY PRESSURE PROCESSES; AMERICAN WOOD- PRESERVERS' ASSOCIATION; 2002. E. AWPA C9 - PLYWOOD -- PRESERVATIVE TREATMENT BY PRESSURE PROCESSES; AMERICAN WOOD- PRESERVERS' ASSOCIATION; 2003. F. AWPA C20 - STRUCTURAL LUMBER -- FIRE RETARDANT TREATMENT BY PRESSURE PROCESSES; AMERICAN WOOD- PRESERVERS' ASSOCIATION; 2002. G. AWPA C27 - PLYWOOD -- FIRE - RETARDANT TREATMENT BY PRESSURE PROCESSES; AMERICAN WOOD- PRESERVERS' ASSOCIATION; 2002. H. AWPA U1 USE CATEGORY SYSTEM: USER SPECIFICATION FOR TREATED WOOD; AMERICAN WOOD- PRESERVERS' ASSOCIATION; 2005. 1. PS 1 - CONSTRUCTION AND INDUSTRIAL PLYWOOD; NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF COMMERCE); 1995. J. WCLB (GR) - STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17; WEST COAST LUMBER INSPECTION BUREAU; 2004. K. WWPA G -5 - WESTERN LUMBER GRADING RULES; WESTERN WOOD PRODUCTS ASSOCIATION; 2005. SECTION 06200: FINISH CARPENTRY AND MILLWORK 1.01 COUNTERTOP AND MILLWORK INSTALLATION A. COMPLY WITH AWI QUALITY STANDARDS AND MARK EACH PIECE WITH MANUFACTURER'S IDENTIFICATION AND AWI QUALITY GRADE. IDENTIFY ARE- RETARDANT TREATED MATERIALS IN A MANNER ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. COMPLY WITH DETAILS SHOWN FOR PROFILE AND CONSTRUCTION FEATURES. B. SHOP FINISH ALL WORK PRIOR TO DELIVERY TO JOB SITE. FIELD -PAINT PAINTED FINISH WORK WITH 2 COATS PER SECTION 09900 - PAINTING. PROTECT AND TOUCH -UP WORK AT SITE AS REQUIRED. C. INSTALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT, SCRIBE AT FIT. ANCHOR SECURITY WITH CONCEALED FASTENERS. D. REPAIR OR REPLACE DAMAGED WORK AND CLEAN. ADJUST AND PROTECT WORK UNTIL FINAL ACCEPTANCE. E. BACK PRIME WORK AND INSTALL PLUMB, LEVEL AND STRAIGHT WITH TIGHT JOINTS; SCRIBE WORK TO AT. F. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. USE NON - CORROSIVE FASTENERS FOR EXTERIOR WORK. COORDINATE WITH WORK OF OTHER SECTIONS. G. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR CUTTING, HANDLING, FASTENING AND WORKING TREATED MATERIALS. 1.02 INSTALLATION: WOOD DOORS, METAL -CLAD WOOD WINDOWS AND DOORS A. INSTALL ALL WOOD DOORS AND WINDOWS AS SCHEDULED, DRAWN AND NOTED. B. COMPLY WITH NWMA I.S. -1 AND AWI QUALITY STANDARD. PREAT DOORS TO FRAMES. PREMACHINE DOORS FOR HARDWARE LISTED ON ANAL SCHEDULES. FACTORY BEVEL DOORS. 1.03 SUBMITTALS A. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK. SECTION 07840: FIRESTOPPING 1.01 REFERENCES A. ITS (DIR) - DIRECTORY OF LISTED PRODUCTS; INTERTEK TESTING SERVICES NA, INC.; CURRENT EDmON. B. FM P7825 - APPROVAL GUIDE; FACTORY MUTUAL RESEARCH CORPORATION; CURRENT EDFON. C. UL (FRD) - ARE RESISTANCE DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. SECTION 07900: JOINT SEALERS 1.01 REFERENCES A. ASTM C 1193 STANDARD GUIDE FOR USE OF JOINT SEALANTS; 2005A. B. ASTM D 1667 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS -- POLYVINYL CHLORIDE) FOAM (CLOSED - CELL); 2005. SECTION 08110: STEEL DOORS AND FRAMES 1.01 REFERENCES A. ANSI /ICC A117.1 - AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES; INTERNATIONAL CODE COUNCIL; 2003. B. ANSI A250.8 - SDI -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES; 2003. C. ANSI A250.10 - TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES; 1998 (R2004). D. DHI A115 SERIES - SPECIFICATIONS FOR STEEL DOORS AND FRAME PREPARATION FOR HARDWARE; DOOR AND HARDWARE INSTITUTE; 2000 (ANSI /DHI A115 SERIES). E. NAAMM HMMA 840 - GUIDE SPECIFICATIONS FOR INSTALLATION AND STORAGE OF HOLLOW METAL DOORS AND FRAMES; THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS; 1999. F. NFPA 80 - STANDARD FOR FIRE DOORS AND FIRE WINDOWS; NATIONAL ARE PROTECTION ASSOCIATION; 2007. G. 11 (BMD) - BUILDING MATERIALS DIRECTORY; UNDERWRITERS LABORATORIES INC.; CURRENT EDITION. H. UL 10C - STANDARD FOR POSITIVE PRESSURE ARE TESTS OF DOOR ASSEMBLIES; 1998. 1.02 SUBMITTALS A. PROVIDE SHOP DRAWINGS FOR ALL STEEL DOORS AND FRAMES. SECTION 08211: FLUSH WOOD DOORS 1.01 DOOR QUALITY LEVEL: 1. CUSTOM GRADE, EXTRA HEAVY DUTY PERFORMANCE, IN ACCORDANCE WITH WDMA I.S.1 -A. 2. WOOD VENEER FACED DOORS: 5 -PLY UNLESS OTHERWISE INDICATED. 3.1 -3/4 INCHES THICK UNLESS OTHERWISE INDICATED; FLUSH CONSTRUCTION. 4. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS. 5. WOOD VENEER FACING WITH FACTORY TRANSPARENT FINISH WHERE INDICATED ON DRAWINGS. 1.02 SUBMITTALS PROVIDE SHOP DRAWINGS FOR ALL FLUSH WOOD DOORS AND SAMPLE OF WOOD FINISH. SECTION 09260: GYPSUM BOARD ASSEMBLIES 1.01 REFERENCES A. AISI SG02 -1 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS; AMERICAN IRON AND STEEL INSTITUTE; 2001 WITH 2004 SUPPLEMENT. (REPLACED SG -971) B. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC- COATED (GALVANIZED) OR ZINC -IRON ALLOY - COATED (GALVANNEALED) BY THE HOT -DIP PROCESS; 2005A. C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT COMPOUND AND JOINT TAPE FOR FINISHING GYPSUM BOARD; 2002. D. ASTM C 645 - STANDARD SPECIFICATION FOR NONSTRUCTURAL STEEL FRAMING MEMBERS; 2004A. E. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING; 2001. F. ASTM C 754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS .T0 RECEIVE SCREW - ATTACHED GYPSUM PANEL PRODUCTS; 2004. G. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD; 2005. H. ASTM C 1002 - STANDARD SPECIFICATION FOR STEEL SELF - PIERCING TAPPING SCREWS FOR THE APPLICATION OF GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL STUDS; 2004. I. ASTM C 1047 - STANDARD SPECIFICATION FOR ACCESSORIES FOR GYPSUM WALLBOARD AND GYPSUM VENEER BASE; 2005. J. ASTM C 1396/C 1396M - STANDARD SPECIFICATION FOR GYPSUM BOARD; 2004. K. ASTM E 72 - STANDARD TEST METHODS OF CONDUCTING STRENGTH TESTS OF PANELS FOR BUILDING CONSTRUCTION; 2005. . L. ASTM E 90 - STANDARD TEST METHOD FOR LABORATORY MEASUREMENT OF AIRBORNE SOUND TRANSMISSION LOSS OF BUILDING PARTITIONS AND ELEMENTS; 2004. M. ASTM E 413 - CLASSIFICATION FOR RATING SOUND INSULATION; 2004. N. GA -226 - APPLICATION OF GYPSUM BOARD TO FORM CURVED SURFACES; GYPSUM ASSOCIATION; 1996. 0. GA -600 - ARE RESISTANCE DESIGN MANUAL; GYPSUM ASSOCIATION; 2006. SECTION 09511: SUSPENDED ACOUSTICAL CEIUNGS 1.01 REFERENCES A. ASTM C 635 STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS; 2004. B. ASTM C 636 - STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL 1111 AND LAY -IN PANELS; 2004. C. ASTM E 580 - STANDARD PRACTICE FOR APPLICATION OF CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS IN AREAS REQUIRING SEISMIC RESTRAINT; 2002. `D. ASTM E 1264 - STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS; 1998 (REAPPROVED 2005) 1.02 SUBMITTALS A. PROVIDE MATERIAL SAMPLE AND COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT. SECTION 09900: PAINTS AND COATINGS 1.01 REFERENCES A. MPI (APL) MASTER PAINTERS INSTITUTE APPROVED PRODUCTS UST; MASTER PAINTERS AND DECORATORS ASSOCIATION; CURRENT EDITION, WWW.PAINT1NFO.COM. B. MPI (APSM) - MASTER PAINTERS INSTITUTE ARCHITECTURAL PAINTING SPECIFICATION MANUAL; MASTER PAINTERS AND DECORATORS ASSOCIATION; 2004. SECTION 10523: ARE EXTINGUISHERS, CABINETS AND ACCESSORIES 1.01 SUBMITTALS A. SHOP DRAWINGS: INDICATE CABINET PHYSICAL DIMENSIONS. B. PRODUCT DATA: PROVIDE EXTINGUISHER OPERATIONAL FEATURES. C. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE SPECIAL CRITERIA AND WALL OPENING COORDINATION REQUIREMENTS. SECTION 10800: TOILET, BATH, AND LAUNDRY ACCESSORIES 1.01 SUBMITTALS A. PRODUCT DATA: PROVIDE DATA ON ACCESSORIES DESCRIBING SIZE, FINISH, DETAILS OF FUNCTION, ATTACHMENT METHODS. B. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE SPECIAL PROCEDURES AND CONDITIONS REQUIRING SPECIAL ATTENTION. SECTION 15000: MECHANICAL 1.01 REFER TO MECHANICAL DRAWINGS. A. PROVIDE INFORMATION ON FINISHES OF EXPOSED PRODUCTS. SECTION 15400: PLUMBING 1.01 REFER TO PLUMBING DRAWINGS A. PROVIDE COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT INCLUDING SINKS, FIXTURES, ETC. SECTION 16000: ELECTRICAL 1.01 REFER TO ELECTRICAL DRAWINGS A PROVIDE COMPLETE PRODUCT INFORMATION FOR EACH PRODUCT INCLUDING ALL LIGHTING FIXTURES, DEVICE FINISHES /COLORS & COVER PLATES, ETC. SECTION 08700: FINISH HARDWARE 1.01 REFERENCES A. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 ADA ACCESSIBILITY GUIDE (ADAAG) AS REGULATED BY THE STATE OF WASHINGTON AND AUTHORITIES HAVING JURISDICTION. B. ANSI /BHMA STANDARDS FOR BUILDERS HARDWARE A156. C. ANSI 117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. D. DOOR AND HARDWARE INSTITUTE (DHI) PUBUCATIONS: SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE, ABBREVIATIONS AND SYMBOLS USED IN ARCHITECTURAL DOOR AND HARDWARE SCHEDULES AND SPECIFICATIONS, RECOMMENDED PROCEDURES FOR PROCESSING HARDWARE SCHEDULES AND TEMPLATES, KEYING SYSTEMS AND NOMENCLATURE. E. NFPA -80 -1999 - STANDARD FOR FIRE DOORS AND WINDOWS. F. NFPA- 101 -2000 - LIFE SAFETY CODE. G. NFPA -105 -1999 - STANDARD FOR SMOKE AND DRAFT CONTROL ASSEMBLIES. H. OR UL1OC, POSFTNE PRESSURE FIRE TEST OF DOOR ASSEMBLIES. GH,rre0'7'Z -004 ar73C gR tv /0-i /. 1.02 SUBMITTALS A. PROVIDE COMPLETE HARDWARE SCHEDULE AND CUT SHEETS INDICATING THE HARDWARE GROUP AND MANUFACTURER FOR EACH ITEM PROPOSED. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 032011 City of Tukwila BUILDING DIVISION bft1Hb cnrtnralivtA JUL 20 2011 PERMIT CENTER S A B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 O 206 957 6404 REGISTERED ARCHITECT I attithcaldeoragrzet... STATE OF VASHMGTO4 7.19 .2011 PANDORA" WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED BCC AAF 10008.03 A0.4 NORDSTROM 1 748 1 MALL PLAN SCALE:1 "= 9008 11001 9009 1 628 1 11081 n1n 632 636 9010 1 120 1 1ATM21 1 640 1 1 644 1 1 652 1 1656 1 SITE PLAN NOTES 2. 3. 4. BUILDING FOOTPRINT IS EXISTING, NO CHANGE IN BUILDING AREA. NO CHANGE TO BUILDING ENVELOPE. NO CHANGE TO SITE. STORE IS EXISTING SPACE, INTERIOR TENANT IMPROVEMENT PROJECT ONLY. DRAWING SHOWN FOR CLARITY ONLY NNW UMW rndcys 1 200 1 1 204 1 1 208 1 1 212 1 1 660 1 1 664 1 1 668 1 SEARS m .5 bl4 :I 115601 0 CLASSIC 15501 IONIA awl r1:: a 1580 Rmaar 0 O 0 O O x N 1 236 1 1 1 568 1 1 556 1 1 552 1 PANDORA STORE LOCATION 1 81 1 0 0 FASHION FOR 011 RD 1530 EMI E 1 PR2 1 11130 • 1 548 1 544 0 0 M 0 1 312 1 MAINSTREAM FAMILY Lemo■ 1 540 1 to 04 1 324 1 1 328 J 1 332 J 1 340 1 1 420 1 9070 1 416 1 1 4081 1150 1145 1155 ERTAINM 1 145 1 R3 1 1 PR3 1 114401 9140 114251 m EVER CONVENIEN _ 4 0 112301 KIDS • 13101 404 184041 112401 Ammon 1 16281 ERY ,,__ �ti--, rOIVENI\NCE CO 358 3481 I J]% I 354-1 3�� 9075 154001 I_ VIII,;;,,,,,, 113051 00, JCPenney 4 \\P"71 30'. 60' 120' D REVIEWED FOR _. CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION 44 arvn JUL 20•'2011 PERAMT(:ENIER S A BA rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 C) 206 957 6404 1 REGISTERED I ARCHITECT atelik,C.4:5204-442w4t. STATE OF WASHINGTON 7.19 .2011 PANDORA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 SITE PLAN SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A1.1 EXISTING WALL TO REMAIN LEASE LINE VERIFY WITH TENANT COORDINATOR 51' -" 42' -O 35' -03" 8' -11/" 6" JAMB FOR RECESSED GLAZING CHANNEL. PANDORA CASEWORK BY NK NEWLOOK, INSTALLED BY NK NEWLOOK AND CONTRACTOR. SEE SHEET A2.3 GWB FURRING AROUND EXISTING COLUMN SS -1 ENTRY SURROUND 1/2" TEMPERED GLASS STOREFRONT DOORS AND WINDOWS TOILET PAP DISPENSER ER PROVIDE 5/8" PLY WOOD SHEET PAINT PT -1 FOR PHONE PANEL, ALARM, VIDEO BOXES, NET WORK GEAR, RELOCATED ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND SPECIFICATIONS SERVICE HALLWAY ) — ALIGN MEN 6" JAMB FOR RECESSED GLAZING CHANNEL ALIGN FACE OF WALL WITH END OF FIXTURES r S. STL. GRAB BAR FLOOR PLAN N SCALE: 1/4"= 1' -0" 1' TRASH 3' 4' C) 8' FLOOR PLAN NOTES 1. DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE 2. FOR PARTITION INFORMATION SEE DRAWING A6.4 3. FOR DOOR & HARDWARE INFORMATION SEE DRAWINGS A6.4 4. PROVIDE WALL BACKING AT CASEWORK AND OVERHEAD SHELVING LOCATIONS. 5. SEAL PENETRATIONS IN FIRE - RATED PARTITIONS PER SBC SECTION 712 6. CASEWORK IN RETAIL SPACE SUPPLIED BY NK NEWLOOK AND INSTALLED BY NK NEWLOOK AND CONTRACTOR. 7. CASEWORK IN STAFF ROOM F.C.I.C. 6. DOOR DIMENSIONS A. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION CORNER TO HINGE SIDE OF DOOR OPENING IS 6" (U.O.N.) B. DIMENSION TO PUSH SIDE OF DOOR: MIN DIMENSION FROM PARI111ON CORNER OT TH LATCH SIDE OF A DOOR OPENINGS IS 12" ON THE PUSH SIDE OF THE DOOR (U.O.N.) C: DIMENSION TO THE PULL SIDE OF DOOR: MIN DIMENSION FROM A PARTITION CORNER TO THE LATCH SIDE OF A DOOR OPENING IS 18" ON THE PULL SIDE OF THE DOOR (U.O.N.) 12' IAKI c ELEC CD REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION WALL LEGEND — EXISTING 1 -HR RATED WALL EXISTING NON -RATED WALL 111.111111111111 NEW WALL . crtYREMILa JUL 2 zo» PERMIT CENTER 5 A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 0 206 957 6404 REGISTERED I ARCHITECT actixardfaireAte".... STATE OF WASHINGTON 7.19 .2011 PANDORA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A2.1 GWB CLG. 14' -8" AFF 8" X 8" GWB. TROUGH FOR TRACK LIGHTING GWB SOFFIT 14' -0" A.F. 30' -1Y" V.I.FWI FIXTURES, TYP. GWB SOFFIT 4' -11 ' - 31/2" A.F.F. C CO �. 5' -6" 5' -6" 5' -6" 5' -6" 5' -6" — — �— r--n :1-7 as . I. I.d� W3 1 c. it - —E-E Q -,---1-1 Alialk ! It o n , nI d 1 3 -6 3 -6 3'-6" 1 'r CENTER W/ WALL -, `' r -I� GRAPHIC F 'a- �TI-t 'u� r ®N1 1► ®l„ , W CSI • — ] -I :- ! NT M 1-.... .,�,�r.�..•�,...r. 4 I . t s- 2- _ —. L _ CENTER LIGHTS W3 r-- _ _ _ — –� _ - ABOVE FIXTURES �L.I_ l� ,Iiwj 1 1 Y �D 1 I CEILING MOUNTED EXIT SIGN 6" OFF WALL SS -1 © 9`-6" AFF, TYP GWB CLG. 14' -8" AFF Frl EXE ACT -1 11' - 0" A.F.F. 6' -11 %" SLOT SUPPLY AIR DIFFUSER, TYP 8" X 8" GWB. TROUGH FOR TRACK LIGHTING REFLECTED CEILING PLAN SCALE: 1 /4 "= 1' -0" WB SOFFIT CONTINUOUS SLOT RETURN AIR DIFFUSER , n, y, ., n, LIGHTING SCHEDULE 1 1 1 TYPE SYMBOL MANUFACTURER! ITEM NUMBER FINISH LAMP 1 1 VOLTAGE WATTAGE LOCATION P !� VQLTG ME008- GHOST -CHAND -- CF DIMMABLE 120 150 SALES FLOOR - CENTER OF ISLAND OR FOCAL AREA N1 AMERLUX C3R1- 30- LED -E -WT- 120 -NF -WT -3000 WHITE LED 120 18 CENTER BACK AREA N2 AMERLUX C3R -30- LED -E -WT- 120- NF -NF -WT -3001 WHITE LED 120 60 OVER CASES [ 11 W AMERLUX C3R1 -30- LED -W-WT- 120- WF -WF -WT -3000 WHITE (2) 34 W LED NARROW FLOOD 15 120 ALONG PERIMETER [Z] T -TRACK HALO L652P — NO 120 — TRACK FOR WINDOW LIGHTS T1 Vr C3 V-30- LED -E -WT 120- NF -TN1 -3000 WHITE LED 120 34 ALONG WINDOW B METALUX 20R8- 232- QHE2X32T8ISN =SC -U WHITE (2) F028/841PECO 120/277 48 LAY IN CEILING EX TCP 22743 LED .43 5 BACK OF HOUSE EXIT EXE ® JUNO - NXESB -1 -R WH LED 120/277 3.7 FRONT ENTRANCE EM a TCP POLYCARBONATE SQUARE EMERGENCY LIGHTS WHITE (2) 5.4W 6 VOLT LAMPS 120 5.4 BACK OF HOUSE EM1 0 CONCEALITE F5- 2 -90-PT WHITE NO 120 12 SALES FLOOR EMERGENCY W3 ® AMERLUX- CAV -11 LED WHITE LED 120 64 LARGE WALL GRAPHIC WALL WASHER 12' 16' SHEET LEGEND LIGHT FIXTURE 2'X4' RECESSED FLUORESCENT (2) 32W T8 LAMPS, 58.OW INPUT LIGHT FIXTURE RECESSED LINEAR FLUORESCENT (1) T5 LAMPS PER FIXTURE, REFER TO ELEC. FOR SPECIFICATIONS 0 LIGHT FIXTURE METAL HALIDE ADJUSTABLE LIGHTING (1) T6 LAMP PER FIXTURE LIGHT FIXTURE METAL HALIDE RECESSED FIXTURE, 22 WATTS LIGHT FIXTURE METAL HALIDE RECESSED FIXTURE, 39 WATTS LIGHT FIXTURE PENDANT, (1) T10 HALOGEN LAMP ®(� EXIT LIGHT, LED WALL MOUNTED BATTERY- POWERED EMERGENCY EGRESS LIGHT FIXTURE GYPSUM BOARD CEILING EXHAUST FAN, SEE MECHANICAL DRAWINGS LINEAR DIFFUSER PER MECHANIC RCP NOTES GENERAL 1. ALL GYPSUM CEILINGS AT 10' -6" A.F.F. U.O.N. VERI STOREFRONT WINDOW HEIGHTS IN FIELD. 2. ALL ACOUSTIC LAY IN CEILINGS TO BE 9' -0" A.F.F. 3. PROVIDE SEISMIC BRACING AT ALL ACOUSTIC TILE CEILINGS PER DETAIL 1/A9.1. 4. CEILING GRIDS SHALL BE CENTERED IN ROOMS UON. 5. NOT ALL FIXTURES SHOWN ARE USED 6. PROVIDE SUPPORT FOR. SUSPENDED GYPSUM CEILINGS PER DETAIL 1 OF A9.2 7. VERIFY TOP OF WINDOW FOR CEILING HEIGHTS 8. FINAL DIMENSIONS TO BE PROVIDED WITH CONSTRUCTION DOCUMENT SET REVIEWED FOR . CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION LIGHT FIXTURES 1. SEE ELECTRICAL DWGS FOR EXACT . LIGHT FIXTURE SPECIFICATIONS 2. SEE ELEC DRAWINGS FOR "LIGHTING SUMMARY FORM." RCP ISSUES RELATED TO MECH., PLUMB. AND ELEC. 1. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. ELECTRICAL TAKES PRECEDENCE FOR FIXTURE SPECIFICATIONS. 2. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER MECHANICAL PLANS FOR DIFFUSER PLACEMENT. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION AND OTHER TECHNICAL INFORMATION. 3. CONTRACTOR'S EVENTUAL SPRINKLER SUB - CONTRACTOR TO COORDINATE SPRINKLER HEAD LOCATIONS WITH THIS CEILING LAYOUT. 4. HVAC DIFFUSERS + GRILLES TO BE WHITE, UNO. t%) imo crry JUL 20•Y011 PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 OT 206 957 6400 206 957 6404 REGISTERED ARCHITECT atelfe-ta61,afe-Aggs•t-. STATE /ASHINGTON 7.19 .2011 PAN D O RA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 REFLECTED CLG. PLAN • SCALE: AS NOTED DRAWN: SEW CHECKED: AAF PROJECT NO: 10008.03 A2.2 PANDORA CASEWORK BY NK NEWLOOK, INSTALLED . MY NK NEWLOOK AND CONTRACTOR. STAINLESS STEEL ENTRY SURROUND EXTEND NEW FURRED OUT WALL TO ALIGN WITH FIXTURES CASEWORK AND EQUIPMENT PLAN MODIFY STANDARD CASEWORK TO ADDITIONAL ADJUSTABLE SHELF BELOW MODIFY STANDARD CASEWORK TO HAVE (2) LOCKING DRAWERS. I ;51TE l!/EE5 POI CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION 12' 16' SCALE: 1/4 "= 1' -0" FIXTURE SCHEDULE KEY NAME/ DESCRIPTION DIMENSIONS FURNISHED ADA ADA FIXTURE 44" X 21 518" X 34" NK NEWLOOK GL.1 SMALL DISPLAY COUNTER 24 3/4" x 21 5/8" x 39 3/4" NK NEWLOOK GL.2 LARGE DISPLAY COUNTER 36.1" X 21.7" X 39.8" NK NEWLOOK GL.3 SMALL DISPLAY COUNTER 24 3/4 " "X 21 5/8" X 39 3/4"" NK NEWLOOK GL.5 STRAIGHT SHOWCASE 24 3/4" X 21 5/8" X 39 3/4" . NK NEWLOOK HJ.4 STRAIGHT SHOWCASE 21 5/8" X 21 5/8" X 4911/16" NK NEWLOOK JT.2 STRAIGHT SHOWCASE 55 3/4" X 21 5/8" X 39 3/4" NK NEWLOOK KP.1 CASH AND PACK COUNTER 361/16" X 21 518" X 39 3/4" NK NEWLOOK KP.2 CASH REGISTER 36 3/8" X 21 5/8" X 39 3/4" NK NEWLOOK LA -1 STRAIGHT SHOWCASE 52" X 9 13/16" X 29" NK NEWLOOK MM.1 EARRING CASE 18.2" X 12.6" X40.1" NK NEWLOOK VIEW FROM ENTRY - LOOKING EAST FIXTURE SCHEDULE CONT'D KEY NAME / DESCRIPTION DIMENSIONS FURNISHED PL.1 STRAIGHT SHOWCASE 44" X 49 1/2" NK NEWLOOK PO.1 STRAIGHT SHOWCASE 52" X 913/16" X 16 1/2" NK NEWLOOK RA.1 PANDORA IMAGE FRAME 11" x 4" x 11" NK NEWLOOK SEK.2 STRAIGHT SHOWCASE 35 3.8" X 9 13/16" X 86 9/16" NK NEWLOOK SEK.3 STRAIGHT SHOWCASE 35 3/8" X 913/16" X 86 9/16" NK NEWLOOK SP.1 MIRROR 23 19/32" X 5 5/16" X 86 19/32" NK NEWLOOK TF.1 TOUCH AND FEEL DISPLAY CASE 18 1/16" X 12 9/16" X 41 1/8" CHIPPENHOOK UD.1 STRAIGHT SHOWCASE 17 5/8" X 93/ex 86 5/8" NK NEWLOOK UD.1.1 STRAIGHT SHOWCASE 17 5/8" X 9 3/4" X 86 5 /8" NK NEWLOOK WIN.3 STRAIGHT SHOWCASE 3213/16" X 1515/16" X 55" NK NEWLOOK CASEWORK & EQUIPMENT NOTES 1. SEE SEPARATE PANDORA DESIGN GUIDE FOR CASEWORK TYPES AND UNIT DIMENSIONS. 2. SEE ELECTRICAL DRAWINGS FOR CIRCUTING AND OUTLET TYPES. ELEC DRAWINGS TAKE PRECEDENCE OVER ARCH DRAWINGS FOR TECHNICAL OUTLET INFO, ARCH DRAWINGS TAKE PRECEDENCE OVER ELEC DRAWINGS FOR DIMENSIONAL LOCATION. 3. THIS DRAWING TAKES PRECEDENCE OVER ELECTRICAL DRAWINGS FOR DIMENSIONAL LOCATION OF ELECTRICAL, LOW- VOLTAGE & OTHER DEVICES. 4. PROVIDE BACKING AS REQUIRED FOR CASEWORK AND FIXTURE ATTACHMENT 5. FINAL DIMENSIONS TO BE PROVIDED WITH CONSTRUCTION DOCUMENTS SET VIEW FROM CASH WRAP - LOOKING WEST btl 2M.O cm/R59Nnu► JUL 2U`2011 F'ERMITCENTER 5 A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 ® 206 957 6400 206 957 6404 REGISTERED I ARCHITECT .,.wade' r..s._. STATE Or WASHINGTON 7.19 .2011 PANDORA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 CASEWORK AND EQUIPMENT PLAN SCALE: AS NOTED DRAWN: SEW CHECKED: AAF PROJECT NO: 10008.03 A2.3 WB -1 WLF -1 BID, VCT-1 ROOM WLF -1 FLOORING, PROVIDED BY OWNER INSTALLED BY GC i\•11111 .:11i �r IUI wi ■%L ■ ;.IAri:11 MMUS .ourmk A2.4 WB -1 INFILL AREA INSIDE LEASE LINE WITH MALL TILE LOCATION OF WOOD BASE SHOWN DASHED. INSTALL WOOD BASE AFTER FIXTURE INSTALLATION. SAE FINISH PLAN SCALE: 1/4"= 1' -0" 0 1' 2' 3' 4' CODE REVIEWED FOR . COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION 8' 12' 16' VINYL FLOORING AS SCHEDULED, INSTALL PER MFR'S RECOMMENDATIONS SCHLUTER- RENO T T9/25 AE SATIN ANODIZED ALUMINUM TRANSITION WOOD LAMINATE AS SPECIFIED. SEE ATTACHED FLOOR INSTALL INSTRUCTIONS FLOOR TRANSITION SCALE: 1/4"= 1' -0" MALL TILE FLOORING , INSTALL PER MFR'S RECOMMENDATIONS FINISH PLAN NOTES 1. FOR FINISH SCHEDULE SEE DRAWING A6.1 2. FOR MATERIAL SCHEDULE SEE DRAWING A6.1 3. PROVIDE TRANSITION STRIPS AT ALL DISSIMILAR FLOORING MATERIALS. 4. GWB CEILINGS TO BE PAINTED. 5. RETAIL FLOORING TO BE PROVIDED BY PANDORA. 6. BACK ROOM AND RESTROOM FLOORING TO BE PROVIDED BY CONTRACTOR. SCHLUTER- RENO T T9/25 AE SATIN ANODIZED ALUMINUM TRANSITION WOOD LAMINATE AS SPECIFIE SEE ATTACHED FLOOR INSTAI INSTRUCTIONS FLOOR TRANSITION SCALE: 1/4"= 1' -0" CITYRK0lALA JUL 20-7m1 PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 0 206 957 6404 REGIS1ERED 1 ARCHITECT C iC,a6'cw—. STATE OF wnsHnlGrQ1I 7.19 .2011 PANDORA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 FINISH FLOOR PLAN • SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A2.4 (3) EQUAL N PL2 COUNTER WITI-r PL2 BACKSPLASH LP \ O 3' -0" 2' -1" 7" 7-6" BACK ROOM CASEWORK SCALE: 1/2" = 11-0" ADJ SHELVING PL2, TYP PL2 UPPER, TYP BOBRICK B -2112 SOAP DISPENSER 10' -0" OA. (4) EQUAL PL2 COUNTER WITH f - PL2 BACKSPIASH 1 I 1 MONITOR INSTALL 3" 1- GROMMET IN COUNTER TOP 1 COMPUTER AMSEC SAFE, 37 1/4"H, 24 "D, 25"W VERIFY W/ OWNER F.0.1.0. Q `_ 7-0-7 -'i- _ J 1 L_- _JL_ -_.1 7 ``�/ i MUSIC EQUI ON N ^� !/ r- - - - - --I [VIDEf El @IP] ,--"*I \�/ 8'` I PL2 COUNTER WITH f - PL2 BACKSPIASH 1 I 1 MONITOR INSTALL 3" 1- GROMMET IN COUNTER TOP 1 COMPUTER AMSEC SAFE, 37 1/4"H, 24 "D, 25"W VERIFY W/ OWNER F.0.1.0. Q `_ 7-0-7 -'i- _ J '17 L_- _JL_ -_.1 7 ``�/ 9N N N ON N ^� !/ r L_ J ,--"*I \�/ 8'` i''I- _ 1 1 1' -2Y" 2' -6" 3' -0" 1' -3" 2' -0" 10' -0" BACK ROOM N N ;/n CASEWORK SCALE: 1/2" = ENTRY AXON OM ETRI C SCALE: 1/2" = 1' -0" NEW GWB WALL, EXISTING SAW TOOTH PARAPET BEHIND FROSTED FILM LOGO ON CLEAR GLASS, RECESSED WEDGE LOCK FRAME SIGN IA, TYP ADJ SHELVING P11 ON KV BRACKETS AND STANDARDS, TYP. ADJ SHELVING PL2, TYP. }' MICROWAVE, MARLITE F570, ALUMINUM TOP EDGING BOBRICK B2620 PTD ULTRASONIC AND STEAMER DEDICATED OUTLET FRP -1 OVER GWB WATER DISPENSER 4' -O" -UNDER COUNTER REFRIGERATOR, F.OJ.C., MODEL TO BE GE GMR04HASCS, STAINLESS STEEL FINISH OR EQUAL. VERIFY HEIGHT WITH COUNTER HEIGHT. c, 3'-6" 1' -6" .7/ ��♦ (.3-1 PAINTED GWB WALL 4, -0" MARLITE F570, ALUMINUM TOP EDGING �- BOBRICK B 165 24" X 36" BOBRICK MIRROR PTD FRP -1, OVER GWB BOBRICK B -2112 SOAP DISPENSER S amPlaa 60" MIN. 7, 1' -6" to- i INSULATED PIPE PROTECTION SOUTH RESTROOM ELEV. SCALE: 1 /2" = 1' -0" 1' -0" C 3' -4" / STAINLESS STEEL GRAB BAR, TYP. 4' -6" -„ BOBRICK B -386 CLASSIC TOILET PAPER DISPENSER, TYP. EAST RESTROOM ELEV. SCALE: 1 /2" = 1' -0" • (PNT -1) CODE COMPLIANCE APPROVED AUG 032011 City of BUILDING O N SOLID SURFACE MATERIAL GL -1 1/2" LAMINATED GLASS WITH POLISHED EDGES WHERE EXPOSED & SECURITY FILM ON BACK SIDE, 1=, RECESSED ALUM WEDGE LOCJ CHANNELS CLAD IN STAINLESS STEEL WHERE VISIBLE SIGN ID /IE, TYP. SIGN IB, TYP CUSTOM DOOR HANDLE, SIGN IC. EXISTING PAINTED GWB NEUTRAL PIER Ss-1 P 4' -9" SS-1 36 11A a CD 0 5' -233A" 1' —On 6' -0" ENTRY ELEVATION SCALE: 1/2" = 1' -0" SS-1 1' -0" 5'-23/6" Q s" EXISTING SAW TOOTH PARAPET PAINTED GWB. SOLID SURFACE MATERIAL RECESSED ALUM WEDGE LOCK CHANNEL TENANT BIADE SIGN -1 PAN D6 GL -1 1/2" LAMINATED GLASS SABA rch itects 1 124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 OO 206 957 6404 IREGISTE ARCHITECT RED atter-taZ9.4Wee-Agrz.1- STATE OF WASHINGTON 7.19 -.2011 PANDoRK WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 SOLID SURFACE MATERIAL PORTAL BEYOND ALUM WEDGE LOCK CHANNEL, CLAD IN STAINLESS STEEL ENTRY WALL SECTION INTERIOR ELEVS. ENTRY ELEVATION SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 SCALE: 1/2" = 1' -0" zoo crASIBII.a Jul 20-201t PERMIT CENTER A3.1 (PNT-1) 1 1 POSTER GRAPHIC 1 1 1 1 1 1 TYP. (PNT -1) (PNT-1) (PNT -1 NORTH ELEVATION SCALE: 1/4 "= 1' -0" TYP. PO.1 c T1) n n n ROM n n n PANDORA 1 (PNT-1) PANDORA PL.1 SOUTH ELEVATION SCALE: 1/4"= 1' -0" n n n PANDORA ISLAND AXONOMETRIC SCALE: 1/4 "= r.. MIND MIMI. ONO 1111 POSTER GRAPHIC 1 1 1 1 MOW 4111111 MOP WWI c 0 • -- 8 "x24" ONE WAY GLASS VISION PANEL CO b r WALL GRAPHIC 11 L 11 1 ISLAND AXONOMETRIC SCALE: 1/4 "= 1' -0" EAST ELEVATION ws -1 RB -1 CONTINUOUS BASE AROUND TOE KICK W/ PREMANUFACTURED CORNERS SCALE: 1/4 "= 1' -0" 0.111.1 vm 1 1 RB -1 CONTINUOUS BASE AROUND TOE KICK W/ PREMANUFACTURED CORNERS SOUTH ISLAND ELEVATION SCALE: 1/4 "= " • SS -1 ) / / / / / / / / / / WEST ELEVATION SCALE: 1 /4 "= 1' -0" RB -1 CONTINUOUS BASE AROUND TOE KICK W/ PREMANUFACTURED CORNERS EAST ISLAND ELEV. SCALE: 1/4"= 1' -0" / / / / J REVIEWED FOR CODE COMPLIANCE /APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION co RB -1 CONTINUOUS BASE AROUND TOE KICK W/ PREMANUFACTURED CORNERS NORTH ISLAND ELEV. SCALE: 1/4"= 1' -0" D SA B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 206 957 6404 REGISTERED I ARCHITECT ateirdcatz9lereasze•L. STATE OF WASHINGTONI 7.19 .2011 P SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 INTERIOR ELEVATIONS SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A3.2 cnviRILa JUL 202011 PERMIT CENTER DOOR SCHEDULE TAG ORIENTATION DOOR FRAME GROUP COMMENTS �t3 FIRE DOOR SIZE REQ FIRE STC THCK MAT FIN GLAZ TYPE MAT • , FIN HEAD DET JAMB DET SILL DET MATERIAL THK NUM FROM ROOM TO ROOM HAND W X H RATING TYPE FIRST FLOOR <30-3> RATING VALUE SECT ,/ *•ar METAL DETAIL A9.1 FIRE NR STRUCT _ STC PT-1 PT-1 PT-1 FRAME: SIZE /GAUGE 100 EXTFRICA RETAIL SPACE 101 10' -6" U.N.O. A 3 5/8" / 22 24" WLF -1 RB -1 FACING: MATERIAL SSTL. GWB - - - I-1W -1 PROVIDE HANDLES PER ELEVATION 101.1 RETAIL 101 BACK ROOM LH 30X7-0 NR B 1414 WD PT GL-2 Fl I-11A PT 3//41 2/A9.1 - Ff#2 SOLID CORE, WELDED FRAME 1012 SBMCEHALL BMX RC M Ltd 30X7-0 NR A 144 I-M PT - P1 I41 PT 9/A9.1 2/A9.1 - I-I#,3 SOLID CORE, WELDED FRAME 102 BACK RCM BATH:OOM U- f1 30X7-0 NR A 1.314 WD PT - F1 SECTION PER CEILING Fr WA9.1 2/A9.1 - I-NIF4 SOLID CORE, WELDED FRAME ;1 -1/2' CLEAAT GLASS PCUSHED EDGES GL-2 -1/ 4' PRIVACY, Tom, asE WAYV15tCN PANEL DOOR SCHEDULE LEGEND NUM. = DOOR NUMBER REFERS TO NUMBERS ON FLOOR PLAN. FROM ROOM = ROOM FROM WHICH ONE APPROACHES. THE CONTROLLED SIDE OF DOOR TO ROOM = ROOM TO WHICH ONE SEEKS TO GAIN ENTRY. HAND = DOOR HANDING (LH = LEFT HAND, RH = RIGHT HAND LHR = LEFT HAND REVERSE, RHR = RIGHT HAND REVERSE 'A' = DENOTES ACTIVE SIDE) DOOR SIZE = DOOR SIZE (WIDTH X HEIGHT, IN FEET & INCHES) FIRE RATING = CODE REQUIRED ARE RATING (NR = NOT RATED) TYPE = THCK = DOOR MAT = DOOR FIN = GLAZ = DOOR TYPE: SEE "DOOR TYPES" ON THIS SHEET. DOOR THICKNESS: IN INCHES DOOR MATERIAL (HM = HOLLOW METAL WD = SOUD CORE WOOD, GALV = GALVANIZED) DOOR FINISH (PT = PAINT, ST= STAIN, GALV = GALVANIZED, FAB = FABRIC) DOOR GLAZING: SAFETY GLAZING & OTHER GLASS TYPES SEE NOTES ON A6.3 FRAME TYPE = DOOR FRAME TYPE SEE "FRAME TYPES" ON THIS SHEET FRAME MAT = DOOR FRAME MATERi,A, (AL = ALUMINUM, HM = HOLLOW METAL, WD = WOOD, GALV = GALVANIZED) FRAME FIN = DOOR FRAME FINISH (PT= PAINT, GALV= GALVANIZED, CL = CLEAR ANODIZED) DOOR TYPES W A REUTE FRAME TYPE F1 HARDWARE GROUPS HW -1 STORE ENTRY 2 DEAD BOLTS AT SILL 2 FRAMELESS WEDGE LOCK DOOR BOTTOM 2 W/ RECESSED PIVOTS W/ CLOSER FUNCTION 2 FRAMELESS WEDGE LOCK DOOR TOP PIVOTS 2 SILENCERS (2) CUSTOM DOOR HANDLES PER DETAIL 1/A9.3 BY GC, FABRICATED BY MAGNA SIGN INTERNATIONAL HW -2 BACK ROOM 3 HINGES • 1 CLEAR ACRYLIC PUSH PLATE 1 HANDLE BACK ROOM SIDE 1 OVER HEAD CLOSER 1 WALL STOP, 3 SILENCERS 1 KICK DOWN DOOR STOP 1 12" CLEAR ACRYLIC KICK PLATE HW -3 TOILET 3 HINGES 1 CLASS ROOM FUNCTION LOCK SET 1 OVER HEAD CLOSER 1 WALL STOP, UNO 3 SILENCERS 1 12" S.S. KICK PLATE fl-- FRAMELESS WEDGE LOCK TOP PIVOT 1/2" TEMPERED GLASS POLISHED EDGES FRAMELESS WEDGE LOCK BOTTOM, RECESSED PIVOT DOOR CLOSER C REUTE WALL TYPES >A03> RATING VALUE SECT �t3 FIRE NR STRUC STC - SEE DETAIL 4/A9.1 GWB FRAME: SIZE /GAUGE SPACING 3 5/8" / 22 24" j WEST FACING: MATERIAL THK GWB TYPE X 5/8" P1kti FIRST FLOOR <30-3> RATING VALUE SECT ,/ *•ar METAL DETAIL A9.1 FIRE NR STRUCT _ STC PT-1 PT-1 PT-1 FRAME: SIZE /GAUGE SPACING TACK TOP CEILING -HI:: 10' -6" U.N.O. BRACING PER 6/ 3 5/8" / 22 24" WLF -1 RB -1 - FACING: MATERIAL THK GWB GWB 5/8" ACT 1 - 11' -0" SAtt 4 <352> RATING VALUE SECT %, /l.. METAL BRACING PER DETAIL 6/ A9.1 FIRE NR STRUC ®�!r STC FRP /PT-1 20 GA. TOP TRACK �'° 1 .�.► 11' -0" FRAME: SIZE /GAUGE SPACING 3 5/8" / 22 24" CEILING FACING: MATERIAL THK GWB GWB 5/8" PJtii 41" D06 RATING VALUE r STRUC // / ///> / / / % /J / // / / / /// SECT FIRE NR SECTION PER CEILING STC FRAME: SIZE /GAUGE SPACING 6" / 20 24" 1/4- SS-1 FINISH GLUM TO 5/8" ARE TREADED PLY WD. FACING: MATERIAL THK 7 P1ALL PLY WOOD 5/8" + —+ DOOR FRAME AND HARDWARE NOTES DOOR FRAMES STEEL FRAMES, PAINTED TO MATCH WALL COLOR, SEMI GLOSS FINISH FRAMELESS DOOR & WINDOWS HINGES: LOCKSET: 4" WEDGE LOCK DOOR/ WINDOW BOTTOM AND HEAD, CR LAURENCE SQUARE FRAME, fl4 STAINLESS FINISH OR EQUAL SATIN STAINLESS FINISH, CR LAURENCE J990 SERIES HEAVY WEIGHT FLOOR MOUNTED CLOSERS, DOUBLE ACTING, CEMENT BOX BRUSHED SS COVER PLATE WHERE FRAME IS VISIBLE FULL MORTISE, HEAVY DUTY HINGE, SATIN STAINLESS FINISH YALE, TS THAMES CYLINDER, SATIN CHROME FINISH FUNCTIONALITY 1. EGRESS: ALL DOORS TO BE OPERABLE FROM INSIDE (IN DIRECTION OF EGRESS) WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR CLOSERS: SHALL BE LISTED TO ALLOW (5) SECONDS TO CLOSE FROM OPEN POSmON. 3. DOOR THRESHOLDS: SHALL BE A MAXIMUM OF 1/2" HEIGHT. MATERIAL SCHEDULE PEC CODE MANUFACTURER SPECIFICATION REMARKS kg 2000 FINISH CARPENTRY AND MILLWORK PLASTIC LAMINATE LAMIN -ART FORMICA. MEL -1 WILSONART- SOLID SURFACE 5048 -T AUTUMN ODYSSEY TEXTURED 949 -58 WHITE -MATTE FINISH WHITE MELAMINE D354 - DESIGNER WHITE LOWER AND UPPER CABINETS LAMINATE COUNTERTOPS -STAFF ROOM INTERIOR OF CASEWORK STORE FRONT 95100 ACCOUSTIC CEILING TILE ACT -1 ARMSTRONG USG Orion 210 Clima Pius; 24" X48" X 1/2 ", WHITE, SQUARE EDGE LAY IN CEILING TILE, CLASS 'A' BACK ROOM AND RESTROOM 95300 .CEILING GRID GRD -1 ARMSTRONG PRELUDE ML 15/16" EXPOSED TEE GENERAL CEILING GRID 96513 ' RUBBER BASE MANNINGTON 935 CAMEO WHITE LUMBER TRIM FOR PAINTED SW7008, SEMI GLOSS FINISH 3" COVE TOE KICK AT FIXTURES PRE MANUFACTURED OUTSIDE CORNERS WALL BASE ,RETAIL SPACE, POPLAR, HEMLOCK, OR ASPEN 96500 FLOORING WLF-1 HARO TRINITY 100, LC PLUS / GRAN VIA 4V - BAVARIAN OAK SV -1 ARMSTRONG SHEET VINYL MEDLEY, H8681 TOUCH STONE RETAIL SPACE, W/ 2MM SILENT PRO SUPPLIED BY PANDORA AS PART OF FIXTURE PACKAGE, INSTALLED BY GC RESTROOM 96519 VINYL COMPOSITION TILE VCT -1 MANNINGTON SOLID POINT 363 ITALIAN STRAW 12" X 12" TILES, BACK ROOM 97200 WALL COVERINGS FIBER REINFORCED PANELS MARLI1E S 100 WHITE WASHABLE SURFACE, ALUMINUM TRIM MOLDING I EDGES AND BETWEEN PANELS 99000 PAINT PNT -1 SHERWIN WILLIAMS PNT-2 SHERWIN WILLIAMS 10800 TOILET BATH ACCESSORIES GB -1A GB-18 GB -2 SW7008, ALABASTER EGGSHELL FINISH TYPICAL WALL COLOR SW7007, BRIGHT CEILING WHITE , FLAT FINISH GYPSUM CEILNG COLOR BOBRICK B-6806 SERIES GRAB BAR, HORIZONTAL, 42 ", 1 -1/2" DIAMETER STAINLESS STEEL BOBRICK B-6806 SERIES GRAB BAR, HORIZONTAL, 36 ", 1 -1/2" DIAMETER STAINLESS STEEL MIR -1 BOBRICK 8-6806 SERIES PTD -1 SD -1 TP -1 BOBRICK B -165 2436 BOBRICK CLASSIC SERIES B -2620 BOBRICK BOBRICK ROOM FINISH SCHEDULE 8 -2112 CLASSIC SERIES B-2888 GRAB BAR, VERTICAL, 18 ", 1 -1/2" DIAMETER STAINLESS STEEL 24" X36" MIRROR WITH STAINLESS STEEL CHANNEL FRAME SURFACE MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED SOAP DISPENSER SURFACE MOUNTED TOILET PAPER DISPENSER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION ROOM FLOOR BASE WALLS CEILING REMARKS NUM 1 NAME TYPE 1 DETAIL NORTH ) SOUTH [ EAST j WEST TYPE I FINISH I HEIGHT(A.F.F.) FIRST FLOOR 100 RETAIL SPACE WLF -1 WB -1 - PT-1 PT-1 PT-1 PT-1 GYPSUM - 10' -6" U.N.O. WB -1, 3/4 X 4" WOOD BASE 101 BACK ROOM WLF -1 RB -1 - PT-1 PT-1 PT-1 PT-1 ACT 1 - 11' -0" 102 RESTROOM \sv1 SV -i - FRP/PT-1 FRP/PT-1 FRP/PT-1 FRP /PT-1 ACT-1 - 11' -0" BID ALTERNATE VCT -1 FOR BACK ROOM b k 2.4 cmRdRSAu► JUL 20'2011 PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 UT 206 957 6400 0 206 957 6404 REGISTERED ARCHITECT I avelfocadieeeeAtuot. STATE OF WASHINGTON 7.19 .2011 PAN DoRK WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE. WA 98188 WALL TYPES DOOR AND .FINISH SCHEDULE SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A6.1 GYPSUM CEILING SCALE: 1 -1/2" = 1' -0" 5/8" GWB CEIUNG, PAINTED (E) STRUCTURE 12" GA VERTICAL WIRE 1" PIN AL 27 TO STRUCTURE 4' -0" OC EA. WAY. DIAGONAL BRACING AS REQUIRED PER CODE. METAL CEILING CROSS RUNNER 0 4' OC. 1 1/2" x1 1/2" 20 GA 'L' 4' -0" OC. FASTEN TO STRUCTURE MAIN HEAVY DUTY METAL GWB CEIUNG RUNNER AT 2' OC 1 1/2" HIGH AND 1 1/2" WIDE FLANGE 5/8" GWB CEILING PER RCP DRAWING NAME SOFFIT ENTRY SCALE: 1-1/2" = METAL FRAMING 0 24" OC FASTEN TO STRUCTURE ABOVE 0 24" OC MAX. PAINTED GWB ON METAL FRAMING SEALANT & BACKER ROD, PUSH BACK 1/2" FROM FACE OF GWB BOTT OF GWB SOFFIT. EL. 7' -3 1/2" AFF RETAIL DISPLAY FIXTURE. FIXTURE FABRICA i R TO PROVIDE WD. BLOCKING FOR SEALANT CLOSURE GWB SOFFIT DETAIL SCALE: 1 -1/2" = 1' -0" PLENUM MAIN HEAVY DUTY METAL -- GWB CEILING RUNNER AT 2' OC 1 1/2" HIGH AND 1 1/2" WIDE FLANGE METAL CEILING CROS RUNNER 0 4' OC. - (E) CONC. DECK 12" GA VERTICAL WIRE 1" PIN AL 27 TO STRUCTURE 4' -0" OC EA. WAY. DIAGONAL BRACING AS REQUIRED 8' -0" OC. MIN AT HEIGHT TRANSITIONS CEILING CROSS RUNNER AT 4' OC MAIN HD CEILING RUNNER 0 24" OC. 5/8" GWB CEIUNG PER RCP L DRAWING NAME DRAWING NAME 12" GA VERTICAL WIRE 1" PIN AL 27 TO STRUCTURE 4' -0" OC EA, WAY. - DIAGONAL BRACING AS REQUIRED, 4' -O" OC. MIN AT GRILLE WALL PER PLAN GWB, PAINT CEILING COLOR, ALL VISIBLE FRAMING AND GWB ABOVE CEILING PAINT BLACK RETAIL �_. STAFF ROOM /RESTROOM CEILING RETURN AIR SLOT SCALE: 1-1/2" = 1' -0" DRAWING NAME 0 0 ::::: 1/2" EMT CONDUIT ' 3/4" EMT CONDUIT _ -=i:: ® < 22 GUAGE STUD FASTEN TO ••n n .nr ROOF DECK OR FLOOR DEC CONCRETE (3) HILTI X -ZF 22P8T OR EQ CROSS BRACING MEMBERS - 3 5/8 "x22 GA. STEEL STUDS INSTALLED AT 12' -0" OC TYP AND ATTACHED W/ (3) #6 SHEET METAL SCREWS ALTERNATE DIRECTION OF BRACING - ATTACH CROSS BRACING TO PARTITION W/ (3) #6 SHEET MTL SCREWS FOR WALL TYPES AND CONSTRUCTION MATERIALS SEE FLOOR PLAN 3" SOUND INSULATION BAITS WHERE INDICATED SEE FLOOR PLAN FINISHED CEILING WALL HEAD CO ABOVE CEILING SCAT.& 3" • 1'4" FOR WALL TYPES & CONST MATERIALS SEE FLOOR PLAN & WALL SCHEDULE SOUND INSULATION WHERE INDICATED ON FLOOR PLAN 4" SHEET VINYL SELF COVE W/ CANT. SILICONE SEALANT OVER METAL TRIM 4" RUBBER BASE, SEAL TO. FLOORING WITH SILICONE CAULKING CONi1NUOUS SIttL TRACK ANCHORED TO FLOOR 0 2' -0" O.C. FASTERNERS TO BE HILTI X- ZF22P8T ACCOUSTICAL SEALANT VCT FLOORING FLOORING ADHESIVE �`-- SUBFLOOR TYPICAL WALL BASE WALE, 3' * FOR WALL TYPES & CONST MATERIALS SEE FLOOR PLAN & WALL SCHEDULE SOUND INSULATION WHERE INDICATED ON FLOOR PLAN 4" PAINTED WOOD BASE, SEAL TO WALL AND FLOORING WITH SILICONE CAULKING 5/8" PARTICAL BOARD WHERE WB -1 OCCURS, FOR NAILING WB -1 TO WALL ACOUSTICAL SEALANT FLOORING PER SCHEDULE TYPICAL WB -1 BASE 6C41.E= 3" • 1140" SEE 6/A9.1 FOR TYPICAL NOTES NOTES: 1. LATERAL FORCE BRACING: LATERAL FORCE BRACING SHALL BE 12' -0" O.C. (MAXIMUM) AND BEGIN NO FARTHER THAN 6' -0" FROM WALLS. WIRES SHOULD BE TAUT WITHOUT CAUSING CEIUNG TO LIFT. SPLAY WIRES ARE TO BE (4) 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. 2. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. (SEE BELOW) EMT CONDUIT 1/2" EMT CONDUIT UP TO 6' -O" 3/4" EMT CONDUIT UP TO 8' -6" 1" EMT CONDUIT UP TO 10' -O 1 METAL STUD 1 5/8• METAL STUD (25 GAGE) UP TO 6' -2" 2 1/2" METAL STUD (25 GAGE) UP TO 10' -6 3. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPT. AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). THERE SHALL BE A MINIMUM 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. 4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS OR MAIN IS WITHIN 8" OF THE PERIMETER WALL. 5. HANGER (SUSPENSION) AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. HANGER WIRES SHAD. BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 LB . EVl iI+ EDFOt 7. BRACE LIGHT FIXTURE AS PER IBC STANDARDS. SEISMIC BRACING AT CEILING GRID (NOTE NO. NOTE NO. 2 45 OR LESS NOTE NO. 1 45' OR LESS 45' OR LESS / LESS � / 2" MAX TYP CROSS TEE MAIN B 12 GAGE SPLAYED BRACE WIRES 1 - LATERAL FORCE BRACING AND SPLAY WIRE SEISMIC CATAGORY "C" WALL CUP WALL COLE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION MAX. 8" 4. :MIN. AT UNATTACHED WALLS 7/8" SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMITER COMPONENTS FROM SPREADING APART ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACES 4 FOOT ON CENTER - WALL MOLDING WALE: 3' • 114' �uinuininii IIIiIIIII UIIIIIII IIMMTIIIITIINME D -CLNG- Brace -ISC FLOOR / ROOF STRUCTURE 1" DEFLECTION HEAD INSTALLED PER UL SYSTEM # HW -D -0043 SEE REFLECTED CLG PLANS FOR CEIUNG NOTES SEE CONSTRUCTION PLANS FOR WALL TYPES & CONSTRUCTION MATERIALS CONT STh TRACK, SET IN TWO ROWS OF ACOUSTICAL SEALANT WHERE ACOUSTICAL INSULATION IS REQ'D, ANCHOR TO FLOOR FASTENERS 0 24" O.C. MAX . FASTENERS TO BE HILTI X- ZF22P8T, OR EQUAL. BASE FINISH FLOOR LINE FLOOR UNE TYPICAL UNRATED WALL SECTION Scale: 3' = 1'-0" UNRATED WALL TO CONCRETE STRUCTURE GWB PARTITION PER PLAN DOUBLE STUD 0 DOOR JAMB HOLLOW METAL DOOR FRAME DOOR PER SCHEDULE 1/2 J L_ 1 2" GWB PARTITION PER PLAN METAL BOX BEAM HEADER 0 OPENINGS MORE THAN 4' -0" WIDE HOLLOW METAL DOOR FRAME. TYP HM DOOR HEAD SCALE: 3" • 11-0' u4b crtYRERINVILA JUL 20'2011 PERMIT CENTER SA BArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 206 957 6404 REGISTERED ARCHITECT I alltleittrA161114"SrA." STATE OF WASHINGTON 7.19 .2011 PAN D�RAM WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A9.1 4,4 TOP OF PLY WD EL 15' -6" AFF LEASE LINE - 1 1 1 1 7 5/8" GWB ON 6" 20 GA. MTL 1 STUDS 0 24" oc. SOUD SURFACE MATERIAL GLUED TO 5/8" FIRE TREATED PLY WOOD 6" 20 GA STUD 0 24" OC TYP. 5/8" FIRE TREATED PLY WOOD, SCREW TO JOIST W/ # 6 GWB SCREWS 6" OC ON EDGES AND 8" OC IN FIELD, PAINT WHITE TYP. 6" 20 GA JOIST C 24" OC TYP. EXISTING BLDG SAN 00TH STORE HEADER 6" 20 GA STUD 0 24" OC TYP. 6" 20 GA BRACE 0 8' -O" OC TYP. FASTEN TO STUD AND JOIST W/ (3) #6 SHEET METAL SCREWS 1 1 1 1 1 1 4, BOTT OF GWB EL 14' -0" AFF 1 CONTINUOUS 6" 20 GA BOX BEAM HEADER, TYP. BOTT OF GWB CEILING EL. 14' -0" AFF CEILING PER RCP 5, -0" BOTT OF SS -1 HEADER - EL. 10' -0" AFF ittagt CONTINUOUS 3 5/8" X 6" 20 GA BOX BEAM HEADER, TYP. 3 5/8" 20 GA STUD 0 24" OC TYP. LING CEILING PER RCP LEASE LINE 1/4" SOLID SURFACE MATERIAL GLUED TO 5/8" FIRE TREATED PLY WOOD 4" 22 GA STUD 0 16" OC TYP. WO =MO Mb Oirw _ - iM - -IM MMOID .O MOOD FIRE TREATED WOOD BLOCKING AS REQUIRED LINE OF SOUD SURFACE OF' PORTAL BULK HEAD ABOVE WINDOW of ....iUS MOON* OM 0110 OM OHO 1/2" TEMPERED GLAZING WITH POLISHED EDGES WHERE EXPOSED, OPEN BUTT JOINTS WHERE OCCUR. ARCHITECT TO REVIEW / APPROVE GLASS JOINT LOCATIONS WINDOW SHOP DRAWINGS PRIOR TO CONSTRUCTION 4" 20 GA STUD AT EACH SIDE OF GLAZING CHANNEL ONINININD 1/2" TEMPERED GLASS DOOR WITH POLISHED EDGES, SEE DOOR SCHEDULE FOR HARDWARE NOTES NEUTRAL GWB TENANT DEMISING WALL LEASE UNE — —` 1/8" x 1/8" REVEAL 0 GWB WALL, TYP. -SOLID SURFACE MATERIAL GLUED TO 5/8" FIRE TREATED PLY WOOD Oh SOLID SURFACE MATERIAL GLUED TO 5/8" ARE TREATED PLY WOOD CONTINUOUS 6" 20 GA BOX BEAM HEADER, TYP. RECESSED ALUMINUM GLAZING CHANNEL 1/2" TEMPERED GLAZING FIRE TREATED WOOD BLOCKING AS REQUIRED FIRE TREATED . WOOD BLOCKING AS REQUIRED 1/2" TEMPERED GLAZING WITH POLISHED EDGES WHERE EXPOSED �.= NEW GWB WALL ABOVE AT SAW TOOTH STORE FRONT ABOVE RECESSED ALUMINUM GLAZING CHANNEL FIELD VERIFY ALL DIMENSIONS WITH ACTUAL FIELD CONDTITIONS STOREFRONT WINDOW HEAD DETAIL SCALE: 31 • I' -0" 2" —� 1/2" TEMPERED GLAZING STAINLESS STEEL CLADDING, #4 FINISH ALUMINUM SILL FRAME FINISH FLOOR PER SCHEDULE CONCRETE FLOOR SLAB ALUMINUM HAT CHANNEL ANCHOR TO FLOOR W/ EXPANSION ANCHOR 24" OC MAX.. STOREFRONT WINDOW SILL DETAIL SCALE: 3" • 1' ■0" FIELD VERIFY ALL DIMENSIONS WITH ACTUAL FIELD CONDTITIONS 1/8" x 1/8" REVEAL 0 GWB WALL, TYP. STOREFRONT JAMB DETAIL SCALE: 1/2" TEMPERED DOOR GLAZING POLISHED EXPOSED EDGES STAINLESS STEEL CLADDING, #4 FINISH ALUMINUM SILL FRAME —FINISH FLOOR PER SCHEDULE CONCRETE FLOOR SLAB CONCEALED FLOOR DOOR CLOSER STOREFRONT DOOR SILL DETAIL SCALE: 3' • P-0' 12" STOREFRONT DOOR SURROUND- PLAN SCALE: 3' • i'-0" 1' -1" 2' -0" U.NO. MEL -1 PLAM INTERIOR 20" DEEP SHELF AT MICRO WAVE PLAM PROVIDE BLOCKING AS REQ'D TYP 1` -�PLAM FRONT EDGE AND BACKSPLASH DRAWER o MEL OVER 3/4" • PLYWD. ADJ. SHELF, . TOP & BTM. W/ o 3mm PVC EDGE. ° • MEL -1 -- INTERIO M 2X W OCKING PLAM PROVIDE BACKING AS REVD, TYP ADJ SHELF HOLES & SUPPORTS E3 BUBBER BASE TYPICAL CASEWORK SECTION SCALE: 1" = I' -0" PER ELEVATIONS REVIEWED F CODE COMPLIANCE ROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION p ii-zoo crtYRFAVAu► JUL 2 01011 PERMIT CENTER 5 A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 ® 206 957 6404 �REGISTERED , ARCHITECT I attiekaderaarawt... STATE OF WASHINGTON 7.19 .2011 PANDoRK WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A9.2 ENTRY DOOR HANDLE ELEVATION NTS DOOR HANDLE SECTION NTS intrZfittaa7,0■131.13en1,4 rt oaa:Ca REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2011 City of Tukwila BUILDING DIVISION b o arriVtattA JUL 201011 PERMIT CENTER A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 C) 206 957 6400 0 206 957 6404 \ ARCHITECT I avagadeeavArtireA. 7.19 .2011 PAND(5R WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 OM DETAILS • SCALE: AS NOTED DRAWN: SEW CHECKED: AAF PROJECT NO 10008.03 A9.3 16x12 /SL1 i 16x12/2 "SL1 ABBREVIATIONS GENERAL ACT ACOUSTICAL CEILING TILE AD • ACCESS DOOR AD) ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BHP BRAKE HORSE POWER BS BIRD SCREEN BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR COD CABLE - OPERATED DAMPER COND CONDENSATE C/L CENTERLINE CLG CEIUNG CO CARBON MONOXIDE CO2 CARBON DIOXIDE DET DETAIL DIA DIAMETER DISCH . DISCHARGE DN DOWN DWG DRAWING DWV DRAIN, WASTE, VENT (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EFF EFFICIENCY EWT ENTERING WATER TEMPERATURE EXIST EXISTING F (F) FLEX FLG FLR FOIC FP FPM FAHRENHEIT FUTURE FLEXIBLE FLANGE FLOOR FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FIRE PROTECTION FEET PER MINUTE FT FOOT; FEET FURN FURNISH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GWB GYPSUM WALL BOARD HP . HORSE POWER ID INSIDE DIAMETER/DIMENSION LF LINEAL FOOT LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M/N MODEL NUMBER MTD MOUNTED ABBREVIATIONS CONTINUED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY REQD REQUIRED RPM REVOLUTIONS PER MINUTE SF SPEC SQ STD TBD 11 TOC TOS TYP SQUARE FOOT SPECIFICATION SQUARE STANDARD TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VD VFD VARIABLE AIR VOLUME VOLUME DAMPER VARIABLE FREQUENCY DRIVE W/ WITH w/o WITHOUT HVAC AC AIR CONDITIONING AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT CC CFM COD CU CV COOLING COIL CUBIC FEET PER MINUTE CABLE OPERATED DAMPER CONDENSING UNIT CONSTANT VOLUME DB DRY BULB DIFF DIFFUSER DMPR DAMPER EA EAT ESP EXH EXHAUST AIR ENTERING AIR TEMPERATURE EXTERNAL STATIC PRESSURE EXHAUST GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HRC HEAT RECOVERY COIL HVAC HEATING, VENTILATION, AND AIR CONDITIONING ABBREVIATIONS CONTINUED LAT LEAVING AIR TEMPERATURE MAT MIXED AIR TEMPERATURE MC MECHANICAL CONTRACTOR MD MOTORIZED DAMPER MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP SA SAT SD SF SL SLSM SM SP TG TOD TSP RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UH UNIT HEATER VAV VARIABLE AIR VOLUME VD VOLUME DAMPER WB WC WG PIPING WET BULB WATER COLUMN WATER GAUGE AAV AUTOMATIC AIR VENT AGA AMERICAN GAS ASSOCIATION AS AIR SEPARATOR BP BACKFLOW PREVENTER CD CONDENSATE DRAIN CDWR CONDENSER WATER RETURN CDWS CONDENSER WATER SUPPLY CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CT • CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FO FOR FOS FOV HRR HRS HWR HWS FIRE HOSE VALVE FUEL OIL FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT HEAT RECOVERY RETURN HEAT RECOVERY SUPPLY HOT WATER RETURN HOT WATER SUPPLY LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT RLL REFRIGERANT LIQUID LINE RSL REFRIGERANT SUCTION LINE TOP TOP OF PIPE HVAC AND DUCTWORK ACCESSORIES , COD SUPPLY AIR AIRFLOW DIRECTION RETURN AIR AIRFLOW DIRECTION EXHAUST AIR AIRFLOW DIRECTION TRANSFER AIR AIRFLOW DIRECTION OUTSIDE AIR AIRFLOW DIRECTION FLEXIBLE EQUIPMENT /DUCTWORK CONNECTION MANUAL VOLUME DAMPER CABLE OPERATED VOLUME DAMPER (OPERATOR ACCESSED AT DIFFUSER FACE UNO) ---] MOTORIZED DAMPER AIRFLOW MONITOR --BDD BACKDRAFT DAMPER COUNTER-BALANCED BACKDRAFT DAMPER GREENHECK MODEL EM -10 (HORIZ.) /EM -30 (VERT.) WITH APC OR EQUAL BACKDRAFT DAMPER RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 1500 FPM BACKDRAFT DAMPER RUSKIN MODEL BD2 /A2, LOCAL VELOCITY < 2500 FPM BACKDRAFT DAMPER RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM SMOKE DETECTOR VERTICAL FIRE DAMPER (1 -1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD -150 HORIZONTAL FIRE DAMPER (1 -1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD -150 VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD -350 3 HR HORIZONTAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD -350 SMOKE DAMPER HORIZONTAL COMBINATION SMOKE AND FIRE DAMPER VERTICAL COMBINATION SMOKE AND FIRE DAMPER DUCT HEATER CB-BDD BDD -L. BDD -M BDD -H 3 HR INDICATES AIRFLOW DIRECTION GRILLES, REGISTERS, DIFFUSERS, AND LOUVERS t I t L.D. ® T.G. 1 E.G. CEILING DIFFUSER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, WITH FILLER FOR 24" x 24" LAY -IN MODULE TITUS MODEL MCD, BORDER TYPE 3 - KRUEGER SERIES 1244, FRAME 23 (USE X "0 RUNOUT) TITUS ML -38, 2 SLOT, 1 -WAY LINEAR DIFFUSER WITH MLP -38 INSULATED PLENUM TRANSFER AIR GRILLE ALUMINUM EGGCRATE WITH 1/2" x 1/2" x 1/2" CORE TITUS MODEL 50F / KRUEGER EG -5 EXHAUST AIR GRILLE ALUMINUM EGGCRATE WITH 1 /2" x 1/2" x 1/2" CORE TITUS MODEL 50F / KRUEGER EG -5 S.R.G. SIDEWALL RETURN GRILLE FIXED 35 DEGREE DEFLECTION BLADES, WITHOUT O.B.D. TITUS MODEL 350RL / KRUEGER MODEL S8OH NOTE: NOTE: NOTE: NOTE: BALANCE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL DIFFUSERS THROWS. THE " /FD" CALLOUT INDICATES A GRILLE WITH U.L. CLASSIFIED RADIATION DAMPER TO BE INSTALLED IN RATED FLOOR/CEILING OR ROOF /CEILING ASSEMBLIES. USE RUSKIN MODEL CFD. INCLUDE THERMAL INSULATION BLANKET FOR LAY -IN T BAR CEILINGS. ALL SUPPLY DIFFUSERS ARE TO BE INSTALLED WITH A DIFFUSER CAN W/ PERF DIVIDER, GENSCO REGISTER BOX W/ FLEX COLLAR & DIFF, MODEL COLDC21 OR EQUIV. FOR EXPOSED DUCTWORK WITH SUPPLY EXHAUST GRILLES TAKEOFFS TO BE GRILLE SIZE PLUS 2" TO MATCH GRILLE FRAME. DUCTWORK SYMBOLS AND FITTINGS ROUND SUPPLY DUCT UP ROUND SUPPLY DUCT DN ROUND RETURN DUCT UP ROUND RETURN DUCT DN ROUND EXHAUST DUCT UP ROUND EXHAUST DUCT DN CEO ETD E21:0 =ED =OD Ea:0 120 12x12 12x12/W 12" ROUND ID SHEET METAL DUCT 12 "x12" ID RECTANGULAR SHEET METAL DUCT RECTANGULAR SUPPLY DUCT UP RECTANGULAR SUPPLY DUCT DN RECTANGULAR RETURN DUCT UP RECTANGULAR RETURN DUCT DN RECTANGULAR EXHAUST DUCT UP RECTANGULAR EXHAUST DUCT DN 16 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 1" SOUND LINING (OD OF DUCT IS 18 "X14 ") 16 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 2" SOUND LINING (OD OF DUCT IS 20 "X16 ") 12 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 1" WRAP (OD OF DUCT WITH WRAP IS 14 "X14 ") FLEXIBLE ROUND DUCT TURNING VANES EQUIPMENT TAG LEGEND FN -01 -01 EQUIP. TYPE --I LOCATION EQUIPMENT DESIGNATION PROJECT LOCATION VICINITY MAP: 2800 SOUTHCENTER MALL TUKWILA, WA 98188 MECHANICAL DRAWING INDEX ciARIVIKKA JUL 20 2011 PERMIT CENTER SHEET NUMBER SHEET TITLE SHEET SCALE PERMIT SET 7/19/2011 M0.00 MECHANICAL SYMBOLS AND ABBREVIATIONS NTS M0.01 MECHANICAL MATERIALS & SPECIFICATIONS NTS M0.02 MECHANICAL MATERIALS & SPECIFICATIONS NTS M0.03 MECHANICAL MATERIALS & SPECIFICATIONS NTS M1.01 MECHANICAL SCHEDULES NTS M2.01 MECHANICAL FLOOR PLAN 1/4" = 1' -0" M2.02 MECHANICAL ROOF PLAN 1/4" = 1' -0" q xPpAtto, AP,‘ M5.01 MECHANICAL DETAILS NTS b 1)..)-10 S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 RIMING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL SYMBOLS AND ABBREVIATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.00 DUCT SYSTEM OR SECTION SMACNA PRESSURE CLASS MATERIALS (DUCT, LINING) CLEANLINESS AND USE DURING CONSTRUCTION FITTINGS (SHOP BUILT) INSULATION . (INDOOR, OUTDOOR) SEISMIC (BESIDES NORMAL HANGARS) NOTES HVAC SUPPLY LOW PRESSURE ACU'S TO DIFFUSERS, SMACNA +1/2" PRESSURE UNLINED GALVANIZED DUCT, SEE SUBMITTAL FOR GAUGE AND REINFORCEMENT. RECTANGULAR MAY BE S +D, ROUND MAY BE SNAPLOCK. FLEX: 8' MAX. LENGTH, THERMAFLEX GKM OR EQUAL EXTERNAL ISOLATION TYPE (REMARKS) CENTERLINE RADIUS OF 1.50 OR MITERED 90S WITH VANES. SPIN -IN BRANCHES OK. CL RADIUS OF 1.00 ON DUCTS LARGER THAN 24" BANK S&C: NO INSULATION FOR SERIES FAN POWERED BOXES. SQUEEZE BOXES, FOLLOW REQUIREMENTS FOR MEDIUM PRESSURE ABOVE. SMACNA SHL OF B APPROVAL OF ATTACHMENTS TO STRUCTURE BY OTHERS . CONCRETE FOR INERTIA BASE DUCT FLEX CON/YFCTION REQUIRED CONNECTION DUCT FLEX BY CONCRETE LEVELING PAD (REMARK 7) NOTES: 1. ALL DUCTWORK TO BE CONSTRUCTED TO SMACNA SEAL CLASS A STANDARDS: ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PNENTRATIONS TO BE SEALED. 2. ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. HVAC DUCT MATERIALS SPECIFICATION MATRIX DUCT SYSTEM OR SECTION SMACNA PRESSURE CLASS MATERIALS FITTINGS INSULATION REMARKS ROOFTOP PACKAGE HEAT PUMPS AND ACU'S SUPPLY & RETURN SMACNA +1" PRESSURE SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS OVAL AND SPIRAL LOCK SEAMS DO NOT REQUIRE SEALING INDOORS: 1" LINED GALVANIZED DUCT OUTDOORS: 2" LINED GALVANIZED DUCT OUTDOORS FLEX: 8' MAX LENGTH, THERMAFLEX GKM OR APPROVED EQUAL. CENTERLINE RADIUS OF 1.0 DIAMETER OR MITERED 90S WITH VANES, SPIN -IN BRANCHES OK. 2" LINED WHERE OUTDOORS, COAT THREE SIDES WITH RCD CORP. #15 WEATHER BARRIER COATING REMARKS 1: ALL DUCT WORK TO BE CONSTRUCTED TO SMACNA SEAL CLASS A STANDARDS: ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS TO BE SEALED. 2: ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. ISOLATION c TIEDOWN SCHEDULE — EQUIPMENT, PIPING, & DUCTWORK REMARKS: 1: SEE INDMDUAL EQUIPMENT SCHEDULES FOR UNIT SIZE AND WEIGHT. SEE MECHANICAL PLANVIEW DRAWINGS FOR EQUIPMENT LOCATIONS. 2: PROVIDE WASHINGTON STATE STAMPED SEISMIC TIEDOWN CALCULATIONS PER 2003 INTERNATIONAL BUILDING AND MECHANICAL CODES WITH SEATTLE AMENDMENTS AND SEATTLE DIRECTORS RULE 2005 -29. ALL AREAS OF THE BUILDING ARE CONSIDERED CATEGORY III PER 2003 IBC WITH SEATTLE AMENDMENTS TABLE 1604.5 AND REQUIRE A SEISMIC FACTOR OF 1.25. 3: THE LIST OF EQUIPMENT BELOW IS A LIFE SAFETY COMPONENT AND REQUIRES AN IMPORTANCE (Ip) FACTOR = 1.5 FOR SEISMIC CALCULATIONS. A: 4: MC TO VERIFY WITH FIELD DETAILER AND /OR INSTALLER INSTALLATION DETAIL (TO VERIFY UNIT ATTACHMENT TYPE TO STRUCTURE) PRIOR TO ISOLATION VENDOR PERFORMING SEISMIC TIEDOWN CALCULATIONS AND PRIOR TO SEISMIC TIEDOWN PACKAGE BEING SUBMITTED FOR TEAM REVIEW. 5: BASIS OF DESIGN FOR ISOLATOR PRODUCTS (MC MAY PROPOSE ON ALTERNATE MANUFACTURERS FOR TEAM REVIEW). ALL SPRINGS TO BE SEISMICALLY RESTRAINED: A: WAFFLE PAD - MASON M/N SUPER WWITH MINIMUM 0.15" STATIC DEFLECTION (NOTE: ALL EQUIPMENT MOUNTED ON WAFFLE PAD TO HAVE NEOPRENE WAHSER GROMMETS AT TIEDOWN BOLTS) B: 2" DEF SPRING - FLOOR MOUNTED - MASON M/N SLRFH C: 2" DEF SPRING - HUNG - MASON MIN 30N D: NEOPRENE - FLOOR MOUNTED - MASON M/N WITH MINIMUM 0.15" STATIC DEFLECTION E: NEOPRENE - HUNG - MASON MIN HD WITH MINIMUM 0.15" STATIC DEFLECTION F: PUMP INERTIA BASE WITH 2" SPRING - MASON M/N BMK (INERTIA BASE WEIGHT TO BE APPROXIMATELY TWO TIME THE EQUIPMENT WEIGHT) G: NEOPRENE PIPE FLEXIBLE CONNECTIONS SINGLE BELLOW - MASON M/N SFEJ (2" AND LARGER) OR MASON M/N SFU (AT 3/4" TO 2 ") H: NEOPRENE PIPE FLEXIBLE CONNECTIONS - DOUBLE BELLOW - MASON M/N SFEDJ I: BRAIDED STAINLESS STEEL HOSE - MASON M/N MN 6: UNIT TO BE PROVIDED FROM FACTORY INTERNALLY ISOLATED. 7: UNIT TO SET ON 3 -1/2" HIGH CONCRETE LEVELING PAD. LEVELING PAD TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. MC TO COORDINATE FINAL SIZE AND LOCATION OF EQUIPMENT PADS IN FIELD SHOP DRAWINGS. 8: UNIT TO BE MOUNTED DIRECTLY TO BUILDING CONCRETE FLOOR SLAB (WITHOUT CONCRETE LEVELING PAD). CONCRETE SLAB BY OTHERS. 9: UNITTO SET ON CONCRETE SLEEPERS OR CONCRETE LEVELING CURB. CONCRETE SLEEPS OR CURB TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. 10: UNIT TO BE HUNG FROM CONCRETE SLAB ABOVE OR FROM METAL DECKING WITH UNISTRUT TO SPAN JOISTS. CONCRETE SLAB AND METAL DECKING /JOISTS BY OTHERS. 11: UNIT TO BE HUNG FROM STRUCTURE ABOVE. STRUCTURE ABOVE BY OTHERS. 12: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO CONCRETE ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. MC TO PROVIDE SHEET METAL FLASHING AT FACTORY ROOF CURB. 13: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO LEVELING ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. ARCHITECT TO SPECIFY ROOF CURB MATERIAL TO BE PROVIDED BY OTHERS. 14: UNIT TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. SEISMIC SPRING ISOLATION TO BE WELDED TO TOP OF STANCHION BY MC. 15: DUCTWORK AND PIPING TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. biV ).4Q iF:fiPAAArE. nAPPRovAi QuiRkid CITY OF iUKWLA Jul 2 0-'2011 PERMIT CENTER SABArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUS1I'ING Engineering - Vials - Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.01 IPMENT TYPE EQU GENERIC EQUIPMENT TYPE: DESCRIPTION ACCESSED FROM LEVEL SUPPORTED FROM LEVEL MOUNTING LOCATION ATTACHMENT TYPE REMARK � 4) EXTERNAL ISOLATION TYPE (REMARKS) EXTERNAL ISOLATION BY INTERNAL ISOLATION TYPE INTERNAL ISOLATION BY CONCRETE FOR INERTIA BASE DUCT FLEX CON/YFCTION REQUIRED CONNECTION DUCT FLEX BY CONCRETE LEVELING PAD (REMARK 7) CONCRETE LEVELING CURS (REMARK 12) LEVELING CURB (REMARK 13) SUPJ�DRT STANCHION [REMARKS 14,15) SEISMIC TIEDOWN CALCULATIONS By REMARKS 1,Z3.4.1 REMARKS TAG4` ACU -R -1 PACKAGED ROOFTOP HEATPUMP ROOF ROOF FLOOR BY MC N/A BY MC N/A • SF'S NEOP. - COMP. ACU MANUF. NA YES - SUPPLY CONN. & R/A CONK. . BY MC N/A BY OTHERS BY MC NA BY MC • 1,2,3,4,5,6,7,12 DUCTWORK DUCTWORK - HUNG ALL SIZES SEE PLANS SEE PLANS HUNG BY MC NA NA NA NA NA NA NA NA NA NA NA BY MC 1,2,3,4,10 REMARKS: 1: SEE INDMDUAL EQUIPMENT SCHEDULES FOR UNIT SIZE AND WEIGHT. SEE MECHANICAL PLANVIEW DRAWINGS FOR EQUIPMENT LOCATIONS. 2: PROVIDE WASHINGTON STATE STAMPED SEISMIC TIEDOWN CALCULATIONS PER 2003 INTERNATIONAL BUILDING AND MECHANICAL CODES WITH SEATTLE AMENDMENTS AND SEATTLE DIRECTORS RULE 2005 -29. ALL AREAS OF THE BUILDING ARE CONSIDERED CATEGORY III PER 2003 IBC WITH SEATTLE AMENDMENTS TABLE 1604.5 AND REQUIRE A SEISMIC FACTOR OF 1.25. 3: THE LIST OF EQUIPMENT BELOW IS A LIFE SAFETY COMPONENT AND REQUIRES AN IMPORTANCE (Ip) FACTOR = 1.5 FOR SEISMIC CALCULATIONS. A: 4: MC TO VERIFY WITH FIELD DETAILER AND /OR INSTALLER INSTALLATION DETAIL (TO VERIFY UNIT ATTACHMENT TYPE TO STRUCTURE) PRIOR TO ISOLATION VENDOR PERFORMING SEISMIC TIEDOWN CALCULATIONS AND PRIOR TO SEISMIC TIEDOWN PACKAGE BEING SUBMITTED FOR TEAM REVIEW. 5: BASIS OF DESIGN FOR ISOLATOR PRODUCTS (MC MAY PROPOSE ON ALTERNATE MANUFACTURERS FOR TEAM REVIEW). ALL SPRINGS TO BE SEISMICALLY RESTRAINED: A: WAFFLE PAD - MASON M/N SUPER WWITH MINIMUM 0.15" STATIC DEFLECTION (NOTE: ALL EQUIPMENT MOUNTED ON WAFFLE PAD TO HAVE NEOPRENE WAHSER GROMMETS AT TIEDOWN BOLTS) B: 2" DEF SPRING - FLOOR MOUNTED - MASON M/N SLRFH C: 2" DEF SPRING - HUNG - MASON MIN 30N D: NEOPRENE - FLOOR MOUNTED - MASON M/N WITH MINIMUM 0.15" STATIC DEFLECTION E: NEOPRENE - HUNG - MASON MIN HD WITH MINIMUM 0.15" STATIC DEFLECTION F: PUMP INERTIA BASE WITH 2" SPRING - MASON M/N BMK (INERTIA BASE WEIGHT TO BE APPROXIMATELY TWO TIME THE EQUIPMENT WEIGHT) G: NEOPRENE PIPE FLEXIBLE CONNECTIONS SINGLE BELLOW - MASON M/N SFEJ (2" AND LARGER) OR MASON M/N SFU (AT 3/4" TO 2 ") H: NEOPRENE PIPE FLEXIBLE CONNECTIONS - DOUBLE BELLOW - MASON M/N SFEDJ I: BRAIDED STAINLESS STEEL HOSE - MASON M/N MN 6: UNIT TO BE PROVIDED FROM FACTORY INTERNALLY ISOLATED. 7: UNIT TO SET ON 3 -1/2" HIGH CONCRETE LEVELING PAD. LEVELING PAD TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. MC TO COORDINATE FINAL SIZE AND LOCATION OF EQUIPMENT PADS IN FIELD SHOP DRAWINGS. 8: UNIT TO BE MOUNTED DIRECTLY TO BUILDING CONCRETE FLOOR SLAB (WITHOUT CONCRETE LEVELING PAD). CONCRETE SLAB BY OTHERS. 9: UNITTO SET ON CONCRETE SLEEPERS OR CONCRETE LEVELING CURB. CONCRETE SLEEPS OR CURB TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. 10: UNIT TO BE HUNG FROM CONCRETE SLAB ABOVE OR FROM METAL DECKING WITH UNISTRUT TO SPAN JOISTS. CONCRETE SLAB AND METAL DECKING /JOISTS BY OTHERS. 11: UNIT TO BE HUNG FROM STRUCTURE ABOVE. STRUCTURE ABOVE BY OTHERS. 12: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO CONCRETE ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. MC TO PROVIDE SHEET METAL FLASHING AT FACTORY ROOF CURB. 13: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO LEVELING ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. ARCHITECT TO SPECIFY ROOF CURB MATERIAL TO BE PROVIDED BY OTHERS. 14: UNIT TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. SEISMIC SPRING ISOLATION TO BE WELDED TO TOP OF STANCHION BY MC. 15: DUCTWORK AND PIPING TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. biV ).4Q iF:fiPAAArE. nAPPRovAi QuiRkid CITY OF iUKWLA Jul 2 0-'2011 PERMIT CENTER SABArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUS1I'ING Engineering - Vials - Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.01 MECHANICAL CONTRACTOR NOTES 1. ALL MECHANICAL SHEET METAL AND PIPING TO COMPLY WITH ALL APPLICABLE CODES. 2. MECHANICAL CONTRACTOR TO PROVIDE AS -BUILT MECHANICAL DRAWINGS THAT OUTLINE ALL CHANGES FROM MECHANICAL CONSTRUCTION DRAWING SET AND COMPLY WITH 2009 SEATTLE ENERGY CODE PROJECT COMPLETION REQUIREMENTS. ALL DUCTWORK TO BE CONSTRUCTED AND INSTALLED TO SMACNA STANDARDS IN ACCORDANCE WITH THE SPECIFICATIONS OUTLINED IN THE SHEET METAL DUCT SPECIFICATION. DUCT SIZES INDICATED ON PLANS ARE MINIMUM SIZES AND DEVIATIONS FROM THESE SIZES AS REQUIRED DURING DETAILERS SHALL BE APPROVED BY RUSHING. 4. MECHANICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MECHANICAL ENGINEER REVIEW PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL DUCTWORK OR EQUIPMENT. 5. ALL DUCTWORK TO BE INSULATED PER 2009 SEATTLE ENERGY CODE REQUIREMENTS AS INDICATED IN THE SHEET METAL DUCT SPECIFICATION. 6. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL -OUT SUCH AS 12x12/SL INDICATES A DUCT THAT IS 12x12 INSIDE DIMENSION WITH 1" SOUNDLINER (THEREFORE NET OD IS 14x14). 7. MECHANICAL PIPING TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS. PIPE SIZES INDICATED ON PLANS ARE MINIMUM SIZES AND DEVIATIONS SHALL BE APPROVED BY RUSHING. PIPING DRAIN VALVES ARE TO BE PROVIDED AT ALL PIPING LOW POINTS. ADDITIONAL ISOLATION VALVES MAY BE REQUIRED FOR SERVICING THE SYSTEM THAT ARE NOT SHOWN ON SCHEMATICS AND SHALL BE PROVIDED WHEN REQUIRED FOR PROPER SYSTEM MAINTENANCE. 8. MECHANICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MECHANICAL ENGINEER REVIEW PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL PIPING OR EQUIPMENT. ALL PIPING TO BE PRESSURE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS OUTLINED AND ALL APPUCABLE CODES. 10. ALL THROUGH PENETRATIONS OR MEMBRANE PENETRATIONS FOR DUCTWORK AND PIPING SHALL BE FIRESTOPPED AS REQUIRED BY THE 2009 WASHINGTON STATE BUILDING AND MECHANICAL CODES. 11. ALL DUCTWORK, PIPING AND EQUIPMENT TO BE SEISMICALLY RESTRAINED PER THE ISOLATION & TIEDOWN SCHEDULE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ATTACHMENT DETAILS FOR EACH PIECE OF EQUIPMENT OR PIPING AND SEISMIC CALCULATIONS REQUIRED BY CODE WITH PROJECT STRUCTURAL ENGINEER. STRUCTURAL ENGINEERING SUPPORT FOR THIS FUNCTION IS IN THE MECHANICAL CONTRACTOR'S SCOPE OF WORK. 12. EQUIPMENT SHALL BE PROVIDED AS INDICATED IN MECHANICAL SCHEDULES. THE EQUIPMENT HAS AN INDICATED "BASIS OF DESIGN" MANUFACTURER AND HAS BEEN COORDINATED WITH THE DESIGN TEAM AS SHOWN. IF ALTERNATE MANUFACTURERS ARE USED BY THE MECHANICAL CONTRACTOR THEN THE CONTRACTOR SHALL INCLUDE COSTS FOR ALL ASSOCIATED ENGINEERING AND ARCHITECTURAL SERVICES REQUIRED TO RE-ENGINEER AROUND THE ALTERNATE VENDOR IN THE SUBSTITUTION REQUEST PRICING TO THE GENERAL CONTRACTOR. THESE SERVICES INCLUDE, BUT ARE NO LIMITED TO, MECHANICAL DESIGN, CONTROLS DESIGN, ARCHITECTURAL DESIGN, STRUCTURAL DESIGN, ETC. 13. ALL ACCESS PANELS IN WALLS AND /OR CEILINGS ARE PROVIDED AND INSTALLED BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE REQUIRED LOCATION AND SIZE WITH CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. 14. BALANCING CONTRACTOR TO REVIEW AND PERFORM SPECIAL BALANCING REQUIREMENTS CALLED OUT IN PROJECT COMPLETION REQUIREMENTS AND NOTES ON THE DIFFUSER PLAN SHEETS. 15. MECHANICAL CONTRACTOR SHALL REMOVE ALL NON - FACTORY COVERINGS FROM SUPPLY GRILLES AND RETURN GRILLES PRIOR TO BALANCING AND DUCT CLEANING. EXISTING SUPPLY GRILLES AND RETURN GRILLES SHALL BE FIELD VERIFIED AS FREE FROM OBSTRUCTIONS PRIOR BALANCING AND DUCT CLEANING. 16. ALL WORK SHALL BE DONE WITHOUT INTERRUPTION OF THE BUSINESS OF THE TENANTS. THIS WILL INVOLVE A VERY HIGH LEVEL OF COORDINATION WITH THE OWNER. ADDITIONALLY, A CONSIDERABLE AMOUNT OF THIS SCOPE WILL BE DONE OFF HOURS AND THE CONTRACTOR IS DIRECTED TO INCLUDE ALL OFF HOUR WORK IN THE CONSTRUCTION BUDGET. 17. THE CONTRACTOR SHALL MAKE SAFE ALL SYSTEMS PRIOR TO A WORK SHIFT AND SHALL BRING ALL SYSTEMS BACK ON LINE FOLLOWING THE WORK SHIFT. 18. CLEAN AND PRESSURE TEST ALL EXISTING SUPPLY AIR DUCTWORK AS INDICATED IN SPECIFICATION. ALL DUCT CLEANING AND DUCT PRESSURE TESTING BY MECHANICAL CONTRACTOR. ACCESS PANELS PROVIDED FOR DUCT CLEANING SHALL BE PERMANENT AND OF GOOD QUALITY. GENERAL COORDINATION NOTES 1. ALL TRADES TO LEAVE A MINIMUM 36" CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. NOTE: SOME ELECTRICAL PANELS MAY REQUIRE MORE CLEARANCE COORDINATE WITH ELECTRICAL CONTRACTOR FOR CLEARANCE REQUIREMENTS. 2. CUTTING, FRAMING, PATCHING AND PAINTING OF WALL, CEILING AND FLOOR OPENINGS SHALL BE BY OTHERS. 3. ROOF CURBS, FLASHINGS, SLEEPERS, PITCH POCKETS, AND CUTTING AND PATCHING OF ROOF OPENINGS SHALL BE BY OTHERS. ROOF CURBS, SLEEPERS, AND CANT STRIPS TO BE BUILT AND ATTACHED TO THE ROOF BY OTHERS. CURBS AND SLEEPERS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY MECHANICAL CONTRACTOR SHOP DRAWINGS. SHIM AS REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL. TOP OF CURB OR SLEEPER MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. SEE EQUIPMENT TIEDOWN SCHEDULE FOR MORE DETAIL. 5. LEVELING CURBS AND SLEEPERS TO BE ATTACHED TO THE ROOF BY OTHER& CURBS AND SLEEPERS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY MECHANICAL CONTRACTOR SHOP DRAWINGS. TOP OF CURB AND SLEEPERS MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. SEE EQUIPMENT TIEDOWN SCHEDULE FOR MORE DETAIL. FINAL PAINTING OF GRILLES, REGISTERS, AND DIFFUSERS, AS MAY BE REQUIRED BY ARCHITECT, SHALL BE DONE IN THE FIELD BY OTHERS. IN NO INSTANCE SHALL OTHER TRADES HANG OR SUPPORT EQUIPMENT, CEILING WIRES, LIGHT FIXTURE HANGERS, ETC, FROM HVAC EQUIPMENT OR DUCTWORK. PLUMBER SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM OUTSIDE AIR INTAKES. 9. ALL ACCESS PANELS IN WALLS AND /OR CEILINGS ARE PROVIDED AND INSTALLED BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE REQUIRED LOCATION AND SIZE WITH CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. ELECTRICAL COORDINATION NOTES WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT COMES COMPLETE FROM THE FACTORY WITH MOTOR CONTROLS AS REQUIRED. ELECTRICIAN SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT REQUIRES FIELD INSTALLED MOTOR STARTERS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL MOTOR STARTERS (OR CONTACTORS WHERE INDICATED), PROVIDE SERVICE AND DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. HOLDING COIL CIRCUIT SHALL BE POWERED BY ELECTRICAL CONTRACTOR (120/1 UNLESS INDICATED OTHERWISE). ALL STARTERS SHALL BE PROVIDED WITH WO -A SWITCH. 3. WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT IS SERVED BY A VARIABLE FREQUENCY DRIVE (VFD). VFD'S ARE PROVIDED BY THE MECHANICAL CONTRACTOR AND ARE INSTALLED (MOUNTED) AND WIRED BY THE ELECTRICAL CONTRACTOR. ALL REQUIRED DISCONNECTS ARE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 4. ALL BUILDING HARMONIC STUDIES FOR THE IMPACT OF THE VARIABLE FREQUENCY DRIVES ON THE BUILDING ELECTRICAL SYSTEM AND ON THE POWER GRID FROM THE BUILDING ARE BY THE ELECTRICAL DESIGN CONSULTANT AND /OR ELECTRICAL CONTRACTOR. IT IS THE RESPONSIBILTY OF THE ELECTRICAL DESIGN. CONSULTANT AND /OR ELECTRICAL CONTRACTOR TO COORDINATE ANY ADDITIONAL INPUT LINE REACTORS, HARMONIC FILTERS, OR OTHER ASSOCIATED ELECTRICAL VFD DEVICES TO PROVIDE A FULLY COMPLIANT ELECTRICAL SYSTEM WITH RUSHING AND /OR THE MECHANICAL CONTRACTOR. A FIRE AND /OR SMOKE DETECTION AND ALARM SYSTEM, AS MAY BE REQUIRED BY THE OWNER, ARCHITECT, OR CODE AUTHORITY, IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INTERLOCK THE ABOVE DEVICES WITH THE CENTRAL FIRE AND /OR SMOKE DETECTION AND ALARM SYSTEM. PROJECT COMPLETION REQUIREMENTS THE BELOW PROJECT COMPLETION REQUIREMENTS ARE PER 2006 WASHINGTON STATE ENERGY CODE. SECTION NUMBER INDICATE THE APPROPRIATE ENERGY CODE SECTION. MECHANICAL CONTRACTOR TO COMPLY WITH ALL REQUIREMENTS BELOW INCLUDING PROVIDING ALL REQUIRED PROJECT COMPLETION DOCUMENTATION. MECHANICAL CONTRACTOR AND /OR PLUMBING CONTRACTOR TO APPLY FOR AND SECURE ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO, PRESSURE VESSEL, GAS PIPING, REFRIGERANT PIPING, PLUMBING, AND LOW VOLTAGE WIRING FOR THEIR ASSOCIATED SCOPE OF WORK. 1416 MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS 1416.1 GENERAL: COMMISSIONING IS A SYSTEMATIC PROCESS OF VERIFICATION AND DOCUMENTATION THAT ENSURES THAT THE SELECTED BUILDING SYSTEMS HAVE BEEN DESIGNED, INSTALLED AND FUNCTION PROPERLY, EFFICIENTLY, AND CAN BE MAINTAINED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN ORDER TO SATISFY THE BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL REQUIREMENTS. DRAWING NOTES SHALL REQUIRE COMMISSIONING AND COMPLETION REQUIREMENTS IN ACCORDANCE WITH SECTION 1416. DRAWING NOTES MAY REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. 1416.1.1 SIMPLE SYSTEMS: FOR SIMPLE SYSTEMS, AS DEFINED IN SECTION 1421, AND FOR WAREHOUSES AND SEMI - HEATED SPACES, COMMISSIONING SHALL INCLUDE, AS A MINIMUM: • A COMMISSIONING PLAN, • SYSTEM TESTING AND BALANCING, • CONTROLS FUNCTIONAL PERFORMANCE TESTING, • A PRELIMINARY COMMISSIONING REPORT, • POST CONSTRUCTION DOCUMENTATION IN THE FORM OF O&M AND RECORD DRAWING REVIEW, AND • A FINAL COMMISSIONING REPORT. 1416.1.2 ALL OTHER MECHANICAL SYSTEMS: FOR ALL OTHER MECHANICAL SYSTEMS, COMMISSIONING SHALL INCLUDE, AS A MINIMUM: • A COMMISSIONING PLAN, • SYSTEM TESTING AND BALANCING, • EQUIPMENT FUNCTIONAL PERFORMANCE TESTING, • CONTROLS FUNCTIONAL PERFORMANCE TESTING, • A PRELIMINARY COMMISSIONING REPORT, • POST CONSTRUCTION DOCUMENTATION (ALL), AND • A FINAL COMMISSIONING REPORT. 1416.2 COMMISSIONING REQUIREMENTS 1416.2.1 COMMISSIONING PLAN: THE PLANS SHALL REQUIRE TESTS MANDATED BY THIS SECTION BE PERFORMED AND THE RESULTS RECORDED. THE PLANS SHALL REQUIRE PREPARATION OF PRELIMINARY AND FINAL REPORTS OF TEST PROCEDURES AND RESULTS AS DESCRIBED HEREIN. AT A MINIMUM, THE PLANS SHALL IDENTIFY THE FOLLOWING FOR EACH TEST: • A DETAILED EXPLANATION OF THE ORIGINAL DESIGN INTENT, • EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING THE EXTENT OF TESTS, • FUNCTIONS TO BE TESTED (FOR EXAMPLE, CALIBRATION, ECONOMIZER CONTROL, ETC.), • CONDITIONS UNDER WHICH THE TEST SHALL BE PERFORMED (FOR EXAMPLE, WINTER AND SUMMER DESIGN CONDITIONS, FULL OUTSIDE AIR, ETC.), • MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE. 1416.2.2 SYSTEMS BALANCING 1416.2.2.1 GENERAL: CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT ALL HVAC SYSTEMS BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. AIR AND WATER FLOW RATES SHALL BE MEASURED AND ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN 10% OF DESIGN RATES, EXCEPT VARIABLE FLOW DISTRIBUTION SYSTEMS NEED NOT BE BALANCED UPSTREAM OF THE CONTROLLING DEVICE (FOR EXAMPLE, VAV BOX OR CONTROL VALVE). CONSTRUCTION DOCUMENTS SHALL REQUIRE A WRITTEN BALANCE REPORT BE PROVIDED TO THE OWNER. DRAWING NOTES MAY REFER TO SPECIFICATIONS FOR FURTHER SYSTEMS BALANCING REQUIREMENTS. 1416.2.2.2 AIR SYSTEM BALANCING: AIR SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES THEN, FOR FANS WITH SYSTEM POWER OF GREATER THAN 1 HP, FAN SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW CONDITIONS. 1416.2.2.3 HYDRONIC SYSTEM BALANCING: HYDRONIC SYSTEMS SHALL BE PROPORTIONATELY BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES, THEN THE PUMP IMPELLER SHALL BE TRIMMED OR PUMP SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW CONDITIONS. EXCEPTIONS: 1. PUMPS WITH PUMP MOTORS OF 10 HP OR LESS. 2. WHEN THROTTLING RESULTS IN NO GREATER THAN 5% OF THE NAMEPLATE HORSEPOWER DRAW ABOVE THAT REQUIRED IF THE IMPELLER WERE TRIMMED. EACH HYDRONIC SYSTEM SHALL HAVE EITHER THE ABILITY TO MEASURE PRESSURE ACROSS THE PUMP, OR TEST PORTS AT EACH SIDE OF EACH PUMP. 1416.2.3 FUNCTIONAL PERFORMANCE TESTING 1416.2.3.1 EQUIPMENT /SYSTEMS TESTING: FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM, AND SYSTEM -TO- SYSTEM INTERTIE RELATIONSHIP IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. THIS DEMONSTRATION IS TO PROVE THE OPERATION, FUNCTION, AND MAINTENANCE SERVICEABILITY FOR EACH OF THE COMMISSIONED SYSTEMS. TESTING SHALL INCLUDE ALL MODES OF OPERATION, INCLUDING: • ALL MODES AS DESCRIBED IN THE SEQUENCE OF OPERATION, • REDUNDANT OR AUTOMATIC BACK -UP MODE, . • PERFORMANCE OF ALARMS, AND • MODE OF OPERATION UPON A LOSS OF POWER AND RESTORED POWER. 1416.2.3.2 CONTROLS TESTING: HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 1416.2.4 POST CONSTRUCTION COMMISSIONING 1416.2.4.1 GENERAL: CONSTRUCTION DOCUMENTS SHALL REQUIRE POST CONSTRUCTION COMMISSIONING BE PROVIDED TO THE BUILDING OWNER. DRAWING NOTES MAY REFER TO SPECIFICATIONS FOR FURTHER COMMISSIONING REQUIREMENTS. POST CONSTRUCTION COMMISSIONING SHALL INCLUDE, AS A MINIMUM, REVIEW AND APPROVAL OF OPERATION AND MAINTENANCE MATERIALS, RECORD DRAWINGS, AND SYSTEMS OPERATIONAL TRAINING. 1416.2.4.2 OPERATION AND MAINTENANCE (0 & M) MANUALS: THE 0 & M MANUAL SHALL BE IN ACCORDANCE WITH INDUSTRY ACCEPTED STANDARDS AND SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. • OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED, • NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY. • HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. • A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE INCLUDING: i. A DETAILED EXPLANATION OF THE ORIGINAL DESIGN INTENT. Ii. THE BASIS OF DESIGN (HOW THE DESIGN WAS SELECTED TO MEET THE DESIGN INTENT). ill. A DETAILED EXPLANATION OF HOW NEW EQUIPMENT IS TO INTERFACE WITH EXISTING EQUIPMENT OR SYSTEMS (WHERE APPUCABLE). iv. SUGGESTED SET POINTS. NOTE: SEQUENCE OF OPERATION IS NOT ACCEPTABLE AS A NARRATIVE FOR THIS REQUIREMENT. 1416.2.4.3 RECORD DRAWINGS: RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND. THE TERMINAL AIR AND WATER DESIGN FLOW RATES OF THE ACTUAL INSTALLATION. 1416.2.4.4 SYSTEMS OPERATIONAL TRAINING: THE TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND /OR SYSTEM SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING: • SYSTEM /EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES AND WHICH OTHER SYSTEMS AND /OR EQUIPMENT DOES IT INTERFACE WITH). • REVIEW OF THE AVAILABLE O&M MATERIALS • REVIEW OF THE RECORD DRAWINGS ON THE SUBJECT SYSTEM /EQUIPMENT. • HANDS -ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING. MODES, AND ALL EMERGENCY SHUTDOWN AND START-UP PROCEDURES. 1416.2.5 COMMISSIONING REPORTS 1416.2.5.1 PRELIMINARY COMMISSIONING REPORT: A PRELIMINARY REPORT OF COMMISSIONING TEST PROCEDURES AND RESULTS SHALL BE COMPLETED AND PROVIDED TO THE OWNER. THE PRELIMINARY COMMISSIONING REPORT SHALL IDENTIFY: • DEFICIENCIES FOUND DURING TESTING REQUIRED BY THIS SECTION WHICH HAVE NOT BEEN CORRECTED AT THE TIME CONDITIONS. OF REPORT PREPARATION AND THE ANTICIPATED DATE OF CORRECTION. • DEFERRED TESTS WHICH CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION DUE TO CLIMATIC • CLIMATIC CONDITIONS REQUIRED FOR PERFORMANCE OF THE DEFERRED TESTS, AND THE ANTICIPATED DATE OF EACH DEFERRED TEST. 1416.2.5.2 FINAL COMMISSIONING REPORT: A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. THE FINAL COMMISSIONING REPORT SHALL IDENTIFY: • RESULTS OF ALL FUNCTIONAL PERFORMANCE TESTS. • DISPOSITION OF ALL DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. • ALL FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE COMMISSIONING PROCESS INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE, PROVIDED HEREIN FOR REPEATABILITY.�� EXCEPTION: DEFERRED TESTS WHICH CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION DUET ATE CLIMATIC CONDITIONS. jAND 1416.3 ACCEPTANCE REQUIREMENTS �� 1416.3.1 ACCEPTANCE: BUILDINGS OR PORTIONS THEREOF, REQUIRED BY THIS CODE TO COMPLY WITH THIS SE' NOT BE ISSUED A FINAL CERTIFICATE OF OCCUPANCY UNTIL SUCH TIME THAT THE BUILDING OFFICIAL DETERMIN THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.5.1 HAS BEEN COMPLETED. u/O Cott PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 O 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.02 APPLICABLE CODES AND STANDARDS 1. 2009 WASHINGTON STATE ENERGY CODE (WSEC) WITH 2006 SEATTLE SUPPLEMENT 2. 2009 WASHINGTON STATE MECHANICAL CODE (WSMC) 3. 2009 WASHINGTON STATE FUEL GAS CODE (WSFGC) 4. 2009 WASHINGTON STATE FIRE CODE (WSFC) 5. 2009 WASHINGTON STATE BUILDING CODE (1NSBC) 6. 2009 UNIFORM PLUMBING CODE WITH SEATTLE KING COUNTY AMENDMENTS 7. 2009 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ) SECTIONS 202 AND 206 OF 8. ALL APPLICABLE LOCAL JURISDICTION AMENDMENTS HVAC AND PLUMBING CONTRACTOR NOTES GENERAL 1. IF THERE IS A CONFLICT BETWEEN DESIGN DOCUMENTS AND THE RFP, THE CONTRACTOR WILL IDENTIFY THE DISCREPANCY AND REQUEST A CLARIFICATION PRIOR TO RFI RESPONSE. MISCELLANEOUS SCOPE 1. PROPERTY LINE ACOUSTIC CALCULATIONS, IF REQUIRED, WILL BE BY THE HVAC AND PLUMBING CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE THE REQUISISTE ANALYSIS TO ASSURE THE TEAM OF ACCEPTABLE ACOUSTICAL PERFORMANCE OF EACH SYSTEM. 3. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR ALL STRUCTURAL CALCULATIONS REQUIRED FOR THE SUPPORTING STRUCTURE FOR PERMIT INTAKE. 4. MC AND PC SHALL INCLUDE STRUCTURAL TIEDOWN CALCULATIONS FOR ALL EQUIPMENT AS REQUIRED BY THE 2009 IBC AND ASCE 7 -05. 5. MECHANICAL AND PLUMBING CONTRACTORS ARE TO PROVIDE AND INSTALL FIRE STOPPING OF ALL THROUGH AND MEMBRANE PENETRATIONS AS REQUIRED BY THE IBC AND OTHER APPUCABLE CODES. FLOOR PENETRATIONS TO INCLUDE WATERTIGHT SEAL WHERE NOTED ON PLUMBING PLANS AND /OR DETAILS. 6. ALL DUCTWORK, PIPING, PLUMBING, AND EQUIPMENT ARE TO BE SEISMICALLY RESTRAINED AS REQUIRED BY THE 2009 SBC. 7. ALL ACCESS PANELS IN WALLS AND /OR CEILINGS ARE PROVIDED AND INSTALLED BY THE MECHANICAL AND PLUMBING CONTRACTORS. MECHANICAL AND PLUMBING CONTRACTORS ARE TO COORDINATE REQUIRED LOCATIONS AND SIZES WITH THE CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. . 8. THE CONTRACTORS WILL PROVIDE AND INSTALL PHENOLIC TAGS IDENTIFYING EACH SPECIFIC PIECE OF EQUIPMENT. FINAL TAGGING IS TO BE APPROVED BY THE OWNER. 9. ALL PIPING WILL BE LABELED EXTENSIVELY IN COMPLIANCE WITH ACCEPTED INDUSTRY STANDARDS AND BUILDING STANDARDS. 10. VFD DRIVEN MOTORS ARE TO BE INDICATED AS VFD COMPATIBLE WITHIN EQUIPMENT SUBMITTALS. 11. ALL VFD'S ARE PROVIDED BY THE HVAC AND PLUMBING CONTRACTORS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. DISCONNECTS WILL BE PROVIDED SEPARATE FROM THE VFD'S AND WILL BE BY EC. 12. THE CONTRACTORS WILL FULLY COORDINATE WITH PSE, SCL, AND SPU AS REQUIRED FOR THE OWNER TO RECEIVE THE INCENTIVES. 13. THE CONTRACTORS WILL INCLUDE A TRANING PROGRAM DEDICATED TO ASSISTING FACILITY PERSONEL WITH OPERATIONS AND MAINTENANCE. INCLUDE A MINIMUM OF 16 HOURS FOR PLUMBING SYSTEMS AND 20 HOURS FOR HVAC SYSTEMS. TRAINING PROGRAMS ARE TO BE SUBMITTED TO 3RD PARTY OBSERVATION TEAM FOR APPROVAL. . COMPLETION 1. ALL FINISHED SURFACES SHALL BE PROTECTED FROM TOOLBOXES, ETC. AT THE TRIM STAGE. NO TOOLS, . APPLIANCE PANELS, ETC. ARE TO BE PLACED UPON ANY FINISHED COUNTERTOP DURING TRIM OUT. 2. WHEN TRIM WORK IS COMPLETED, WALLS, CEILING, ETC. WILL REMAIN CLEAN AS FOUND. 3. ALL WORK CONTRACTED FOR MUST BE ACCEPTED BY ALL APPLICABLE INSPECTORS INCLUDING SITE SUPERINTENDENT, GC QUALITY CONTROL PERSONNEL, OWNER'S REPRESENTATIVE (RUSHING) OR THEIR ASSIGNS. 4. WARRANTY PERIOD TO EXTEND FOR ONE YEAR FROM DATE THE PROJECT IS OCCUPIED BY THE PURCHASER. WARRANTY IS NOT APPUCABLE TO DEFECTIVE ITEMS DUE TO FAULTY WORK OF TRADES. 5. EQUIPMENT STARTUP, TESTING, BALANCING, AND COMMISSIONING IN FULL COMPLIANCE WITH THE 2006 WSEC SECTION 1416 LS BY THE INSTALLING CONTRACTOR. SEE ADDITIONAL NOTES. 6. AS- BUILTS: PROVIDE OWNER WITH ELECTRONIC AS -BUILT DRAWINGS WITHIN TWO WEEKS OF SUBSTANTIAL COMPLETION. AS- BUILTS WILL REFLECT ALL CHANGES FROM THE CONSTRUCTION DRAWING SET AND WILL COMPLY WITH 2006 SEATTLE ENERGY CODE PROJECT COMPLETION REQUIREMENTS. 7. O&MS: PROVIDE HARD COPY AND ELECTRONIC COPIES OF O &MS FOR ALL SYSTEMS WITHIN TWO WEEKS OF SUBSTANTIAL COMPLETION. HVAC CONTRACTOR NOTES HVAC CRITERIA: 1. INDOOR WINTER DESIGN: 70 °F 2. INDOOR SUMMER DESIGN: 74 °F 3, NON - RESIDENTIAL OUTDOOR WINTER DESIGN: 24 °F 4. OUTDOOR SUMMER DESIGN: 86 °F DB / 66 °F WB 5. RELATIVE HUMIDITY: NO REQUIREMENT FOR CONTROL. 6. VENTILATION: COMMERCIAL RETAIL: 0.30 CFM /SF 7. VENTILATION: 20 CFM / PERSON 8. LIGHTING RETAIL WATTS /SF: 3 WATT/SF 9. RETAIL EQUIPMENT WATTS /SF: 3000 W 10. OTHER NON- RESIDENTIAL EQUIPMENT WATTS /SF: 1.5 WATTS / SF PLUMBING CONTRACTOR NOTES GENERAL: 1. ALL PLUMBING AND PIPING TO COMPLY WITH APPICABLE PLUMBING CODES. 2. INSTALLATION WILL COMPLY WITH BUILDING STANDARDS. 3. ALL PIPE SIZES NOTED ON THE DRAWINGS ARE THE MINIMUM SIZE TO BE USED. 4. PROVIDE CLEANOUTS ON SANITARY SEWER SYSTEM AS REQUIRED BY CODE AND AS INDICATED ON DRAWINGS. 5. PLUMBING DRAWINGS ARE SCHEMATIC AND DO NOT INDICATE EVERY OFFSET REQUIRED FOR ROUTING. IT SHALL BE THE PLUMBING CONTRACTORS RESPONSIBILITY TO COORDINATE PIPE ROUTING AND ELEVATIONS WITH OTHER TRADES BEFORE CONSTRUCTION. WHERE CONFLICTS OCCUR, REROUTING MAY BE REQURIED. 6. • PLUMBING CONTRACTOR IS TO VERIFY ALL DRAIN AND PIPE LOCATIONS WITH ARCHITECTURAL, STRUCTURAL, AND OTHER CONSULTANT DRAWINGS. 7. PLUMBING TO BE INSULATED PER 2009 SEATTLE STATE ENERGY CODE REQUIREMENTS. 8. ALL PIPING TO BE PRESSURE TESTED IN ACCORDANCE WITH CODE AND ACCEPTED STANDARDS. 9. ALL ISOLATION VALVES ARE TO BE INSTALLED IN ACCESSIBLE LOCATIONS. PLUMBING CONTRACTOR IS TO PROVIDE AND COORDINATE ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES. 10. ALL FIXTURES TO BE PROVIDED AND INSTALLED TO COMPLY WITH WASHINGTON STATE ACCESSIBLITY CODES. 11. ALL FIXTURES TO BE PROVIDED AND INSTALLED TO COMPLY WITH WASHINGTON STATE WATER CONSERVATION PERFORMANCE STANDARDS OR BETTER PER THE PLUMBING FIXTURE SCHEDULE. 12. THE PLUMBING CONTRACTOR SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM OUTSIDE AIR INTAKES. 13. ALL PIPING SHALL BE SECURED IN PLACE WITH STRAPS OR HANGERS SPECIFICALLY DESIGNED FOR THE PURPOSE TO PREVENT RATTLING AND VIBRATION. PIPING AND F ITINGS AT ALL WATER OUTLETS SHALL BE RIGIDLY FASTENED TO STRUCTURE TO PREVENT MOVEMENT. LONG RUNS OF PIPING SHALL BE INSTALLED WITH PROVISIONS FOR EXPANSION AND CONTRACTION. 14. THE AIR GAP BETWEEN PARTY WALLS IS TO MITIGATE SOUND TRANSFERENCE. PIPES PLACED WITHIN THIS AIR SPACE AIR TO BE ISOLATED FROM THE STUDS THEY PASS THROUGH. PIPES SERVING ANY SPECIFIC UNIT MUST BE PLACED WITHIN THE STUD DEPTH OF THE WALL SERVING THAT UNIT ONLY. RUN ALL WATER UNES IN WARM AREAS, AVOIDING EXTERIOR WALLS AND BLIND CORNERS. 15. THE PLUMBING SUBCONTRACTOR IS RESPONSIBLE TO REVIEW PLANS TO DETERMINE WHICH WALLS, IF ANY, SHOULD BE INCREASED IN DEPTH FROM THAT SHOWN ON THE PLANS TO ACCOMMODATE THE SUBCONTRACTOR'S PIPING. THE PLUMBING SUBCONTRACTOR SHALL MEET WITH THE SUPERINTENDENT AND FRAMER TO COORDINATE THIS SIZING WITH THE REQUIREMENTS OF OTHER TRADES. 16. THE PLUMBING SUBCONTRACTOR WILL SUPPLY LEAD BOOT ROOF FLASHINGS FOR PIPE PENETRATIONS PRIOR TO ROOFING AS SCHEDULED BY THE SUPERINTENDENT. ROOF FLASHINGS MOPPED IN BY ROOFING CONTRACTOR. KEEP ONE EXTRA FLASHING OF EACH SIZE FOR POTENTIAL USE IN CASE OF LOSS OR DAMAGE UNTIL COMPLETION OF ROOFING OPERATIONS. ALL PENETRATIONS SHALL BE KEPT A MINIMUM OF EIGHTEEN INCHES (18 ") AWAY FROM HIPS, CRICKETS AND VALLEYS OR AS REQUIRED BY ROOFING CONTRACTOR. WASTE AND VENT SYSTEMS . 1. UNLESS NOTED OTHERWISE HORIZONTAL AND VERTICAL WASTE PIPING IS TO BE ABS OR PVC. HORIZONTAL WASTE PIPING OVER RESIDENCE LIVING SPACES OR BEDROOMS (OUTSIDE OF BATHROOMS) WILL BE NO-HUB CAST IRON. ALL RESIDENCE ABS OR PVC WASTE PIPING IS TO BE FULLY WRAPPED IN CARPET PAD OR EQUIVALENT MATERIAL FOR SOUND ISOLATION PURPOSES. 2. VENT PIPING IS TO BE ABS OR PVC. 3. CENTER ALL VERTICAL WASTE UNES IN THE INTERIOR WALLS AND HOLD TO THE WARM SIDE OF THE VAPOR BARRIER IN EXTERIOR WALLS TO AVOID CONDENSATION FORMATION IN WALL CAVITIES. PIPES, WHICH PROTRUDE BEYOND THE PLATE OR WALL PLANE WILL BE DEEMED INCORRECTLY INSTALLED AND WILL BE MOVED BY THE PLUMBING SUBCONTRACTOR. PIPE HOLES SHALL BE APPROPRIATELY SIZED TO MEET APPUCABLE CODES BUT NOT OVERSIZED SO AS TO INHIBIT FIRE - STOPPING OF PENETRATIONS. SUBCONTRACTOR IS RESPONSIBLE TO VERIFY CORRECT SIZE OF HOLE NECESSARY FOR PIPE TO MEET APPLICABLE CODE FOR FIRE STOPPING. 4. NAIL PLATES SHALL BE INSTALLED WHEREVER NEEDED AND WHEN PIPING IS WITHIN 1 -1/2 INCHES OF THE EDGE OF A FRAMING MEMBER AND AS REQUIRED BY CODE. LEAKS DUE TO DRYWALL NAILS /SCREWS PENETRATING PIPES DUE TO OMISSION OF OR INCORRECTLY INSTALLED NAIL PLATES WILL BE REPAIRED AT SUBCONTRACTORS' EXPENSE. 5. CLEANOUTS TO BE PROVIDED PER CODE. WALL TERMINATIONS ARE TO BE UTILIZED IN LIEU OF FLOOR CLEANOUTS. PROVIDE WITH STAINLESS WALL PLATES. 6. ALL ABOVE GROUND WASTE AND VENT PIPING IN THE GARAGE SHALL BE ABS, SCHED 40 PVC SOLVENT WELDED, OR CAST IRON. COORDINATE BOLLARDS OR STEEL PLATE PROTECTION ASSEMBLIES FOR ALL PIPING EXPOSED TO POSSIBLE DAMAGE FROM VEHICLES. 7. UNDERGROUND WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC SOLVENT WELDED OR CAST IRON OR ABS. 8. WASTE CLEAN OUTS SHALL BE INSTALLED IN THE GARAGE OR OTHER UNFINISHED SPACE WHENEVER POSSIBLE. OTHERWISE LOCATE WITHIN WALL AND COVER BY AN APPROVED METAL ACCESS CAP. PC IS RESPONSIBLE FOR VERIFYING WALL THICKNESS • PRIOR TO INSTALLING PIPE. 9. ALL PLUMBING SHALL BE PLUGGED AND CAPPED DURING INSTALLATION AND KEPT FREE OF CONTAMINATION AND DEBRIS. 10. PROVIDE APPROPRIATELY SIZED CONDENSATE TRAP AND CONDENSATE LINES AS REQUIRED BY CODE FOR ALL COMMON AREA HVAC UNITS., TRAP DEPTH AND SIZING WILL BE PER THE DETAILS IN THE DRAWINGS AND APPROVED BY THE ENGINEER OF RECORD OR PER THE MANUFACTURER INSTALLATION INSTRUCTIONS. CONDENSATE PIPING SHALL BE COPPER. 11. SEWER CONNECTIONS SHALL BE COORDINATED WITH THE CIVIL ENGINEER. THE UTILITY CONTRACTOR IS TO MAKE ALL SIDE SEWER CONNECTIONS. SIDE SEWER SIZES AND LOCATIONS ON THE DRAWINGS ARE PROVIDED FOR INITIAL COORDINATION. FINAL SIZING AND LOCATIONS TO BE CONFIRMED BY THE PC. DOMESTIC WATER SYSTEMS 1. INDIVIDUAL DCW AND DHW ISOLATION VALVES SHALL BE LOCATED IN THE UTILITY CLOSET OR OTHER LOCATION AS SPECIFIED BY THE OWNER, AND BE EASILY ACCESSIBLE AFTER INSTALLATION AND PROVIDE WITH A PRE - PRINTED LABEL "UNIT WATER SHUT OFF ". MARKING OF DRYWALL WITH FELT PEN OR OTHER MEANS IS NOT ACCEPTABLE. 2. PROVIDE SERVICE SIZE CALCULATIONS FOR REVIEW AND APPROVAL ON PERMIT DRAWINGS PRIOR TO INSTALLATION. 3. BASED UPON INFORMATION PROVIDED BY THE CIVIL ENGINEER, LOCAL PRESSURE IS ADEQUATE TO AVOID PROVIDING A BOOSTER PUMP SKID. AN ACTUAL WATER AVAILABILITY CERTIFICATE IS REQUIRED TO VERIFY THE BOOSTER PUMP DECISION. PROVIDE PRESSURE CALCULATIONS ON DRAWINGS FOR REVIEW AND APPROVAL BY OWNERSHIP TEAM PRIOR TO INSTALLATION. PLUMBING FIXTURES AND APPLIANCES 1. ARCHITECT TO COORDINATE WHERE ADA ACCESS UNITS ARE TO BE LOCATED AND WHAT SPECIAL PLUMBING FIXTURES ARE REQUIRED FOR THESE UNITS. PC IS TO REFER TO ARCHITECTURAL DRAWINGS FOR QUANTITIES OF UNITS WITH ADA ACCESS. S A B Architects 1124 Eastlake Ave East. Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 RUSHING Engineering-Essentlais-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: cmru ua JUL 20 20N PERMIT CENTER 10008.03 M0.03 FAN SCHEDULE TAG # EF -1 BASIS OF DESIGN MANUFACTURER GREENHECK MODEL SP -B110 DESIGN DATA AREA SERVED RESTROOM EXHAUST / SUPPLY / RELIEF EXHAUST LOCATION RESTROOM QUANTITY OF FANS FAN PROVIDED BY BY MC FAN TYPE /SIZE DETAILS FAN TYPE CEILING CABINET CFM 85 CFM E.S.P. 0.75" E.S.P. FAN RPM 950 RPM OR MOTOR WATTS 80 W VOLTAGE /PHASE 115/60/1 MOTOR EFFICIENCY CODE MIN. MOTOR TYPE (ODP/TEFC/EXPLOSION PROOF /OTHER) ODP ELECTRICAL DATA DISCONNECT BY EC MANUAL STARTER (PROVIDED & INSTALLED BY EC) NA MAGNETIC STARTER (PROVIDED & INSTALLED BY EC) BY MANUF. VFD (PROVIDED BY M.C. & INSTALLED BY EC) NA VFD BYPASS NA 120/1 SERVICE OUTLET WITHIN 25 FEET BY EC EMERGENCY POWER NO STANDBY POWER NO SMOKE DETECTOR (REMARK 1) NO _ CONTROL DATA TYPE OF CONTROL WALL SWITCH WALL SWITCH &. WIRING BY EC SPECIFICATION DATA _ DIRECT DRIVE/BELT DRIVE DIRECT DRIVE PHYSICAL DATA OVERALL HEIGHT 7.94" OVERALL HEIGHT ABOVE ROOF NA OVERALL WIDTH 11.5 OVERALL LENGTH 13.875 FAN WEIGHT 10 MOTOR WEIGHT NA TOTAL WEIGHT (LESS SITE BUILT CURB) 10 ACOUSTICAL DATA (AT NORMAL OPERATING CFM WITH SOUND LEVELS 0 5 FT FROM FAN) 63 39 125 61 250 58 500 57 1000 • 56 2000 49 4000 43 8000 37 LwA 59 dBA 48 SONES 4.4 MISC. DETAILS PARTS AND LABOR WARRANTY FROM PROJECT SUBSTANTIAL COMPLETION DATE YES . FREIGHT FOB JOBSITE SHIPPING INSTRUCTIONS - SHRINK WRAP & COVER ALL OPENINGS YES ELECTRONIC SUBMITTAL YES ELECTRONIC INSTALL/O&M MANUAL YES ROOFTOP PACKAGE UNIT SCHEDULE (HEAT PUMP TAG # ACU -R -1 BASIS OF DESIGN MANUFACTURER TRANE MODEL 4WCC3036A1000A NOMINAL TONAGE 3 LOCATION ROOFTOP SERVICE SUPPLY FA N I N FO R MA TIO N SUPPLY FAN TYPE CENTRIFUGAL, DIRECT DRIVE SUPPLY CFM (CAPACITY) 1,200 MAX SUPPLY E.S.P. (EXISTING) REQUIRED ESP (NEW) 1.0 (EST) MOTOR BHP 0.85 MOTOR HP 0.5 INDOOR FAN RPM 1075 MINIMUM OUTSIDE AIR CFM 300 COOLING INFORMATION COOLING COIL EAT (DB/WB) 80/64 UNIT LAT ( DB/WB) 54.5/53.5 COOLING MBH TOTAL (GROSS /NET) 35.00 COOLING MBH SENS (GROSS /NET) 8.10 AMBIENT CONDENSER TEMPERATURE (COOLING) 62 KW 3.18 CODE REQUIRED MIN SEER/EER 13 SEER UNIT SEER 13 SEER HEATING INFORMATION (HEAT PUMP) HEATING CAPACITY 35,000 ELECTRICAL INFORMATION VOLTAGE /PHASE 208/230 -3 -60 UNIT MCA 18.2 UNIT MOCP 30 UNIT DISCONNECT FLA 22 UNIT DISCONNECT LRA 74 SUPPLY FAN VOLTAGE 208/230 -1 -60 SUPPLY FAN- HP SUPPLY FAN - FLA 4.9 COMPRESSOR VOLTAGE COMPRESSOR QTY COMPRESSOR HP (EACH) COMPRESSOR RLA (EACH) 12.8 COMPRESSOR LRA (EACH) 60 CONDENSER FAN VOLTAGE CONDENSER FAN QTY 1 CONDENSER FAN HP 1 CONDENSER FAN(S - FLA 1,0 UNIT' M I S C INFORMATION FACTORY ROOF CURB HEIGHT • 14 FACTORY CURB WEIGHT 122 ADAPTER CURB REQUIRED? NO UNIT HEIGHT 35 -3/8 OVERALL WIDTH 48 -7/8 OVERALL LENGTH 41 -5/16 TOTAL WEIGHT (LESS SITE BUILT CURB) 175 FILTER QTY 4 FILTER SIZE 16 "x20 "x2" APPLICABLE NOTES 1,2 REMARKS: 1. MOUNT UNIT ON ROOF CURB, MAKE ALL CONNECTIONS. TRANE, CARRIER OR APPROVED 2. PROVIDE DRY BULB OUTSIDE AIR ECONOMIZER - MODEL BAYECON101A ECONOMIZER/RAIN HOOD 3. PROVIDE STANDALONE CONTROLS CAPABLE OF MEETING 2009 WSEC REQUIREMENTS FOR HEAT PUMP CONTROLS 4. AHRI CERTIFIED & LISTED IN CERTIFIED PROGRAM PER AHRI - pSc.....F:PAkATE LRMITAND APpRovAi QUiREL3 CITY OF TUKWLA JUL 20 2011 PERMIT CENTER SABArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering - Essentials - Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PAN D6RA° WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL SCHEDULES SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M1.01 FIELD-COORDINATE DUCT ROUTING WITH LIGHTING FIXTURE SUPPORT & ALL EXISTING CONDMONS. 16x12/SL S/A UP TO ACU-R-1 PROVIDE BOOT FITTING AT PLENUM TAKEOFF (TYP„ S/A) CABLE-OPERATED DAMPER (TYP). PROVIDE YOUNG REGULATOR MODEL 5020CC, 270-275ML CABLE CONTROL KIT, CABLE, & ALL NECESSARY ACCESSORIES FOR SYSTEM BALANCING (OR APPROVED EQUAL). LOCATE CONTROLLERS IN DIFFUSER PLENUMS. REFER TO DETAIL 2/M5.01. 6" ARCHITECTURAL REVEAL FOR RETURN AIR. REFER TO ARCH PLANS FOR DETAILS. —7"4111111111111114011•MI - - --- TO ACU-R-1 SERVICE HALLWAY 16x1 2 OPEN-ENDED DUCT (R/A). FIELD-COORDINATE DUCT ROUTING WITH LIGHTING FIXTURE SUPPORT AND /IILL EXISTING CONDMONS. 1 1 z 1 16x12/SL R/A UP TO ACU-R-1 5' @ 44 CFM/FT (TYP 5) MECHANICAL FLOOR PLAN SCALE: 1/4" = V-0" • 1...n., • UNDERCUT DOOR 1/2" FOR AIR TRANSFER TO RESTROOM. CONNECT TO EXISTING TOILET EXHAUST SYSTEM. POINT OF CONNECTION TO BE. FIELD-VERIFIED. MEN TRASH ) JAN PERMIT AND APPROVAL REQUIRED cnylingo JUL 20•011 PERMIT CENTER SABArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RIMING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 7- /1-/./ PERMIT SET 7.19.2011 PAN DoRK WESTFIELD SOUTHCENTER. STOREFRONT 588 TUKWILA, WA MECHANICAL FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M2.01 10x12 S/A &R/A DN. FIELD - COORDINATE FINAL LOCATION OF UNIT WITH EXISTING CONDITIONS, STRUCTURE, & LIGHTING SUPPORTS. REFER TO 1/M5.01 FOR SUPPORT & FLASHING DETAILS. ACU -R-1 OUTSIDE AIR INTAKE TO BE A MINIMUM OF 10' FROM ALL EXHAUST OUTLETS, & 15' FROM ALL PLUMBING VENTS. FINAL UNIT LOCATION WILL REQUIRE FIELD- COORDINATION TO ENSURE THIS REQUIREMENT. MECHANICAL ROOF PLAN SCALE: 1/4" =1'-0" r•E'Rmir,4 APPFOVAL.41) ewUIRs. cITYsFTUKWILA JUL 20/011 PERMIT CENTER SABA rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering - Essentials- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PAND6RAM WESTFIEID SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL ROOF PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M2.02 GENERAL NOTES: A. SEISMIC TIE DOWN DESIGN & INSTALL TO BE PROVIDED BY M.C. . TOP OF ROOF CURB TO BE FLAT TO ENSURE PROPER SEAL. GASKET SEAL BETWEEN TOP OF CURB & UNDERSIDE OF MECHANICAL UNIT. SEISMIC RESTRAINT STRAP ROOF FELT, STOP BEFORE CURB LIP. (EXISTING) SHEETMETAL FLASHING (EXISTING) CANT STRIP (EXISTING) ROOFTOP UNIT INTERNAL CURB FRAME MEMBER WITH GASKET SEAL BETWEEN DUCT FLANGE & UNDERSIDE OF UNIT. STEEL ANGLE TO PROTECT EXPOSED EDGE OF SOUND LINER. 2 "x6" WOOD BACKING BY OTHERS FACTORY CURB BY M.C. 2" RIGID INSULATION BY OTHERS ROOF INSULATION v. METAL DUCT WITH 1" SOUND LINER SOUNDSEAL DUCT PERIMETER THROUGH ROOF PENETRATION SO THAT UNDERSIDE OF ACU IS NOT DIRECTLY EXPOSED TO AREA BELOW ROOF ARE. LEVELING CURB BY OTHERS HEIGHT DETERMINED BY OTHERS BASED ON DEPTH OF INSULATION AT THAT LOCATION EQUIPMENT CURB WITH SEISMIC RESTRAINTS SCALE: NOT TO SCALE MAIN DUCT SEE FOR TYPE AND SIZE BRANCH DUCT FLEX DUCT VOLUME DAMPER OPERATED THROUGH FLEX. CABLE AIR OUTLET/INLET SEE PLANS FOR TYPE AND SIZES 4cr INSULATED PLENUM FLEXIBLE CABLE BRACKET SECURE TO DUCT cnRVRVII.n JUL 20'2011 PERMIT CENTER LINEAR DIFFUSER SCALE: NOT TO SCALE' SEPARATE P.fMIT AND APPROVAL REQUIRED S A BA rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 O 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA" WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M5O1 ABBREVIATIONS GENERAL ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BHP BRAKE HORSE POWER BS BIRD SCREEN BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR COND CONDENSATE C/L CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE DET DETAIL DIA DIAMETER DISCH DISCHARGE DN DOWN DWG DRAWING DWV DRAIN, WASTE, VENT (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EFF EFFICIENCY EWT ENTERING WATER TEMPERATURE EXIST EXISTING F (F) FLEX FLG FLR FOIC FP FPM FT FURN GA GALV GC GPM GWB FAHRENHEIT FUTURE FLEXIBLE FLANGE FLOOR FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FIRE PROTECTION FEET PER MINUTE FOOT; FEET FURNISH GAUGE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GYPSUM WALL BOARD HP HORSE POWER ID INSIDE DIAMETER/DIMENSION LF LINEAL FOOT LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M/N MODEL NUMBER MTD MOUNTED N/A NC NEG NIC NO NOM NTS NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER ABBREVIATIONS CONTINUED POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY REQD REQUIRED RPM REVOLUTIONS PER MINUTE SF SPEC SQ STD TBD 11 TOC TOS TYP SQUARE FOOT SPECIFICATION SQUARE STANDARD TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VD VFD VARIABLE AIR VOLUME VOLUME DAMPER VARIABLE FREQUENCY DRIVE W/ WITH W/o WITHOUT PLUMBING CO CLEAN OUT; CARBON MONOXIDE DCVA DOUBLE CHECK VALVE ASSEMBLY DCW DOMESTIC COLD WATER DF DRINKING FOUNTAIN DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DW DISHWASHER EWC ELECTRICAL WATER COOLER FCO FLOOR CLEANOUT FD FLOOR DRAIN GD GV GW GARAGE DRAIN GREASE VENT GREASE WASTE . HB HOSE BIBB IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW INDIRECT WASTE J JANITOR SINK LAV LAVATORY NFHB NON- FREEZE HOSE BIBB NPCW NON POTABLE COLD WATER ORD OVERFLOW ROOF DRAIN ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RD ROOF DRAIN RL RAIN WATER LEADER RPBP REDUCED PRESSURE BACKFLOW PREVENTER S SINK S /DW SINK WITH ATTACHED DISHWASHER SD STORM DRAIN SH SHOWER/TUB SS SANITARY SEWER ABBREVIATIONS CONTINUED VTR VENT THROUGH ROOF W . WASTE WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER WSP WET STANDPIPE FIRE PROTECTION DCVA DOUBLE CHECK VALVE ASSEMBLY FA FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FP FIRE PROTECTION WSP WET STANDPIPE PIPE FITTINGS J } 1•1111■111111•■■ VINO 01__•10_ — — ----0 TEE UP TEE DOWN WYE / DOUBLE WYE (SAN TEE/WYE) 90° ELBOW 45° ELBOW CROSS TEE ELBOW DOWN ELBOW UP EQUIPMENT TAG LEGEND FN -01-01 EQUIP. TYPE LOCATION EQUIPMENT DESIGNATION PLUMBING FIXTURE TAG PLUMBING RISER TAG POINT OF CONNECTION PIPE BREAK MARK GENERAL VALVES 3 -WAY CONTROL VALVE GLOBE VALVE MANUAL LEVER .""..."""KrIH""".. """""""""1(5"."" """""""it""""""'". 2 -WAY CONTROL BALL VALVE BUTTERFLY VALVE BUTTERFLY VALVE MANUAL LEVER MANUAL LEVER GEAR VALVE PLUG VALVE TEE LEVER SPECIALTY ITEMS DIAPHRAGM BALANCE VALVE BALANCE VALVE VALVE (CIRCUIT SETTER) (PRESSURE INDEPENDENT) PRESSURE PRESSURE CHECK PIPE TO PRESSURE SAFETY REDUCING VALVE REGULATOR VALVE VALVE DRAIN VALVE AAV -MAV AUTOMATIC AIR VENT - i WYE STRAINER WITH VALVE AND HOSE END CAP MANUAL AIR VENT -41/2AvATezvy-- - HEAT TRACED PIPING WYE STRAINER VACUUM BREAKER PUMP SUCTION DIFFUSER D-- - - -p---- - L� - ----� CONCENTRIC ECCENTRIC ECCENTRIC END CAP TRANSITON TRANSITION TRANSITION (FOT) (FOB) ---- III ---- — INSTRUMENTATION FLOW ARROW HOSE END AND CAP PRESSURE SWITCH PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE SWITCH BMS WATER METER (BMS) EXPANSION DIFFERENTIAL PRESSURE TRANSMITTER WATER METER (NOT BMS) EXPANSION EXPANSION JOINT LOOP PRESSURE PRESSURE GAUGE GAUGE WITH SNUBBER PRESSURE TEMPERATURE PORT FLOW METER ALIGNMENT GUIDE TEMPERATURE INDICATOR FLOW SWITCH PRESSURE GAUGE WITH PIGTAIL TEMPERATURE SENSOR - --- ail ---- -_ ORIFICE PLATE ANCHOR FLEX CONNECTION DOUBLE BELLOWS SINGLE BELLOWS POINT (METAL BRAIDED) CONNECTION CONNECTION GENERAL PLUMBING - REDUCED PRESSURE DOUBLE CHECK BACKFLOW ASSEMBLY VALVE ASSEMBLY Y FUNNEL DRAIN hill STANDPIPE FUNNEL DRAIN FLOOR DRAIN FLOOR SINK O ROOF DRAIN • ROOF OVERFLOW DRAIN —3 END CAP END OF LINE CLEANOUT X" — OMONINIMINUM 0111■1■•■• - HEAT TRACED SLOPE SYMBOL PIPING (X" PER FOOT) HOSE BIBB FLOW ARROW PLUMBING SYSTEMS ONNIIIMIN COD 01•1 1=1 DHW — — DHWC NPW 01111■1•11= OW OM Ole 11111101•111M O M — N WM. 411/101N1M. OMNI =NMs WO PW ss, - -- 011111110 OM* — y.,- MIMEO _-_ —_ SD — — .1■011.1 MOP —LSD— -- -w PSD OM. G MPG HPG PROJECT LOCATION DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC DOMESTIC TEMPERED WATER NON - POTABLE WATER SANITARY WASTE BELOW GRADE SANITARY WASTE GREASE WASTE PUMPED WASTE SANITARY SEWER SANITARY VENT STORM DRAIN BELOW GRADE STORM DRAIN PUMPED STORM DRAIN OVERFLOW RAINWATER LEADER RAINWATER LEADER NATURAL GAS - LOW PRESSURE NATURAL GAS - MEDIUM PRESSURE NATURAL GAS - HIGH PRESSURE VICINITY MAP: 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LOCATION /SITE MAP PLUMBING DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET SCALE PERMIT SET 7/19/2011 P0.00 PLUMBING SYMBOLS AND ABBREVIATIONS NTS X P1.00 PLUMBING SCHEDULES NTS X P2.00 PLUMBING BELOW GRADE PLAN 1/4" = 1' -0" P2.01 PLUMBING FLOOR PLAN 1/4" = 1' -0" X E;MMM),; 12Y14 0101 P5.01 PLUMBING DETAILS NTS X '`�`�'` CITY LA JUL 20 2011 PERMIT CE R S A BArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 O 206 957 6404 RUSIIING Engineering - Essentl a Is - Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 W PANDORA WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA PLUMBING SYMBOLS AND ABBREVIATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 P0.00 1 1 i PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION MODEL CONNECTION CW HW TEMP W CHRONOMITE LABORATORIES WC -1. WATER CLOSET, ADA COMPLIANT, BARRIER FREE. EX WATER CLOSETS - VALVE REPLACMENT ONLY SR40/208 FIXTURE: KOHLER WELLWORTH MODEL K -3432 3/8 - - 2 11/2 SEAT: BEMIS 1655 -C NOTES: MOUNT TO MEET ADA AND LOCAL CODES. L -1 LAVATORY WALL MOUNT ADA COMPLIANT FIXTURE: KOHLER "GREENWHICH" WALL MOUNT LAVATORY WITH 4" CENTERS, LESS SOAP DISPENSER HOLE 1/2 1/2 - 11/2 11/2 FAUCET: KOHLER "CORALAIS" CENTERSET LAVATORY FAUCET. PROVIDE WITH 0.5 GPM AERATOR NOTES: PROVIDE SINK WITH P -TRAP AND SHROUD FOR ADA COMPLIANCE S -1 SINGLE COMPARTMENT SINK - SELF - RIMMING FIXTURE: KOHLER "TOCCATA" MODEL K-3348 SELF - RIMMING KITCHEN SINK 1/2 1/2 - 11/2 11/2 FAUCET: AMERICAN STANDARD "RELIANT MODEL 4205.104 SINGLE CONTROL KITCHEN FAUCET WITH PULL -OUT SPRAY DISPOSER: . N/A DRAIN: JUST 3-35 CRUMB CUP WITH 1 -1/2" TAILPIECE TRAP: R364, 1 -1/2" X 1 -1/2" 17 GAUGE, CHROME PLATED SUPPLIES: EASTMAN C5M20 FD -1 FLOOR DRAIN WEIGHT WITH WATER - - - 2 1 1/ 2 FIXTURE: JR SMITH MODEL 2010 -F-CP NOTES: 1 YEAR ELECTRIC WATER HEATER SCHEDULE TAG # DHW -1 DW'H -2 PROJECT PANDORA PANDORA BASIS OF DESIGN MANUFACTURER CHRONOMITE LABORATORIES CHRONOMITE LABORATORIES MODEL NUMBER SR20L/208 SR40/208 SERVICE RESTROOM EMPLOYEE BREAK ROOM LOCATION RESTROOM (BELOW LAV) EMPLOYEE BREAK ROOM DESIGN PARAMETERS ENTERING WATER TEMPERATURE (F) 45 45 RATED TEMPERATURE RISE (F) 102 102 RATED FLOW RATE (GPM) • 0.5 1.0 MINIMUM FLOW RATE (GPM) 0.4 0.65 ELECTRICAL INFORMATION TOTAL WATTS 4160 W 8320 W NUMBER OF ELEMENTS 1 1 VOLTAGE/PHASE 208/1 (20A) 208/1 (40A) DISCONNECT BY E.C. BY E.C. EMERGENCY POWER NO NO STANDBY POWER NO NO SPECIFICATIONS HEIGHT x DIAMETER 9.625Wx6.25Hx2.75D 9.625Wx6.25Hx2.75D SHIPPING WEIGHT (LBS) 5 5 WEIGHT WITH WATER 5 5 ASME RATED - - MISC. DETAILS . PARTS AND LABOR WARRANTY FROM PROJECT SUBSTANTIAL COMPLETION DATE 1 YEAR 1 YEAR FREIGHT . FOB JOBSITE FOB JOBSITE SHIPPING INSTRUCTIONS - SHRINK WRAP & COVER ALL OPENINGS YES YES ELECTRONIC SUBMITTAL YES YES ELECTRONIC INSTALL/O&M MANUAL YES YES REMARKS 0 3 3 $?pi1 0 CITYRFASILA JUL 2 0>jf11 PERMIT CENTER SABArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING E vineerYng- Essentials- Deliyvery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PAND6RAM WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA PLUMBING SCHEDULES SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 P1.00 UP TO wco FD 0-7N LV rL 4 j/F wco Sc WC PLUMBING BELOW GRADE PLAN SCALE: 1/4" = it -0a 3" W. CONNECT TO SHELL AND CORE PROVIDED LOCATION. FIELD VERIFY ROUTING , LOCATION, & SIZE. V UP (TYP.2) SA BArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 RUSHING Engineering - Essentials- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA° WESTFIELD � SOUTHCENTER b I HM'TAr Ct1YRKA JUL 2 0 2011 PERMIT CENTER STOREFRONT 588 TUKWILA, WA PLUMBING BELOW GRADE PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 P2.00 1 •sswijw■..cerw■..1 qMOS~WP~~,11Ltj X LA DWH-2 NT OF USE TER HEATER 1/2" D , -I ZP.1 -1-- (E. • PANDORA STORE _ c. ioo ZtP.1 ) 774 SF tl ij [1 sERvr HALL 3/4" DON FROM SHELL & CORE. POINT OF CONNECTION TO BE DETERMINED 2" V. CONNECT TO SHELL & CORE V. SIZE AND LOCATION OF POC TO BE FIELD VERIFIED. SAW ONO IMP VN/V• 1/2" DHW IL. MEN c DWH-1 POINT OF USE WATER HEATER TRASH ) PLUMBING FLOOR PLAN SCALE: 114" = 1'-0" b JAN ( L 64 n/ r artRFORRILA JUL 20 7011 PERMIT CENTER SABArchitects 1 124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering-Essentlals-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA PLUMBING FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 P2.01 WALL CHASE SHOWN WIDENED FOR CLARITY p wco LAV . 0. ■ i ■ .0 .""4 f `�.•. ....`• ''...... 2" V SINK FD WCO 1 -1/2" VENT FROM FLOOR DRAIN , a.. .�-. — 1 -1/2" VENT FROM FLOOR DRAIN SINK N FLOOR DRAIN PRIME -EZE WATER SAVER TRAP PRIMER GRAVITY LINE 1 " IrZI /- 1 -I' 100%..„ WC "•"'" y.W . . o �', • • _ T -, - 4. _ ., - .' - -- - a. �o- .. ° y __ `— 1..... „I ,p UNCONTAINED GRAVITY LINE - 0 TRAP PRIMER DETAIL WASTE 8t VENT ISOMETRIC SCALE: NOT TO SCALE SCALE: NOT TO SCALE bu24o 41:p., pit) v4AIND pizsr.,74; p: s:4,)„ Ci1Y U'F'M'IJIMVIALA JUL 202011 PERMIT CENTER S A B A rc h itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering - Essentlals •- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDoRK WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA PLUMBING DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 P5.01 i ABBREVIATIONS A AK) AHU AIC C CAT CU DISC EC FA G, GND GC GFI GFCI HP IBC IB kVA KW KCMIL MCA MDP MIN MISC MLO MSB (N) N/A NEC NTS OS PH, 0 PVC REV SCL SWBD TBB TBD TYP UG UNO VA VFD w WP XFMR Y AMPERE AUTHORITIES HAVING JURISDICTION AIR HANDLING UNIT AMPERE INTERRUPTING CURRENT ALUMINUM CONDUIT CATEGORY COPPER DISCONNECT EXISTING ELECTRICAL CONTRACTOR FIRE ALARM GROUND GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER HORSE POWER INTERNATIONAL BUILDING CODE JUNCTION BOX KILOVOLT AMPERE KILOWATT THOUSAND CIRCULAR MILS MAIN CIRCUIT BREAKER MAIN DISTRIBUTION PANEL MINIMUM MISCELLANEOUS MAIN LUGS ONLY MAIN SWITCHBOARD NEW NOT APPLICABLE NATIONAL ELECTRICAL CODE NOT TO SCALE OCCUPANCY SENSOR PHASE POLYVINYL CHLORIDE REVISION SEATTLE CITY UGHT SWITCHBOARD TELECOMMUNICATIONS BACKBOARD TO BE DETERMINED TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VOLTS VOLT AMPERES VARIABLE FREQUENCY DRIVE WATT; WIRE WEATHERPROOF TRANSFORMER WYE SCHEMATIC / ONE LINE CURRENT TRANSFORMER WITH METER ENCLOSURE (METER PROVIDED BY UTILITY UNO) 400A/3P CIRCUIT BREAKER N'&"%.---- NUMBER OF POLES BREAKER SIZE GROUND CONNECTION MISCELLANEOUS EQUIPMENT AS NOTED GENERIC TAG VOLTAGE HP /MCA MECHANICAL EQUIPMENT TAG FLAG NOTE DETAIL / PLAN IDENTIFIER REVISION CALLOUT CASEWORK TAG FOR EXISTING CONSTRUCTION: EXISTING DEMO NEW DESCRIPTION 0 * RECEPTACLES DUPLEX RECEPTACLE WIRING 0 EXISTING CONDUIT CONDUIT, EXPOSED OR CONCEALED CONDUIT (UNDERGROUND) CONDUIT OR CABLE DOWN CONDUIT OR CABLE UP CABLE CAPPED CONDUIT CONTINUATION /BREAK II L______ H OME - INDICARUN TES PHASE CONDUCTORS - INDICATES NEUTRAL - INDICATES GROUND - INDICATES ISOLATED GROUND FEEDER DESIGNATIONS: L.) 2 "C, 3 #1/0,1 #2 GND Z GROUND CONDUCTOR QTY & SIZE PHASE CONDUCTOR QTY & SIZE CONDUIT SIZE QTY RUNS a I LIGHTING WALL SWITCH - SUBSCRIPT INDICATES: 3 = 3 -WAY 4 = 4 -WAY M = MOTOR RATED WP WEATHERPROOF LV = LOW - VOLTAGE NS = NIGHT SETBACK a = LOWER CASE LETTERS INDICATES SWITCHING GROUP DESIGNATION OS = OCCUPANCY SENSOR F1 6a,b DIMMER SWITCH OCCUPANCY SENSOR, CEILING MOUNTED FLUORESCENT LIGHT FIXTURE, SIZES VARY. REFER TO FIXTURE TYPE. TYPICAL AU. FIXTURES: ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP FLUORESCENT FIXTURE ON EMERGENCY CIRCUIT SIZES VARY. REFER TO FIXTURE TYPE. PENDANT FIXTURE (� RECESSED TRACK HEAD an ILLUMINATED EXIT SIGN - SINGLE FACE DIRECTION OF AU.. ARROWS AS SHOWN, WHERE INDICATED 1=t EMERGENCY LIGHTING UNIT FIRE ALARM CLG WALL MTD MTD 0 04 1 DI FIRE ALARM STROBE FIRE ALARM HORN /STROBE OUTLET MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE CENTERLINE OF 711E OUTLET TO THE FINISHED FLOOR, UNO RECEPTACLES +18 INCHES VERTICAL LIGHT SWITCHES +48 INCHES SET VERTICAL PANEL BOARDS +6 FEET TO TOP OF PANELBOARD TELECOM OUTLET -DESK +18 INCHES VERTICAL TELECOM OUTLET-WALL +18 DOES VERTICAL MANUAL STATION +48 INCHES VERTICAL FIRE ALARM CONTROL PANEL +6 FEET TO TOP . FIRE ALARM VISUAL ALARM UGHT +80 INCHES OR 6 INCHES BELOW CEILING, WHICHEVER 15 LOWER FIRE ALARM SPEAKER HORN, CHIME +80 INCHES OR 6 INCHES BELOW . CEILING, WHICHEVER IS LOWER POWER RECEPTACLE OUTLET: SUBSCRIPT NUMBER INDICATES PANEL CIRCUIT NUMBER SUBSCRIPT LETTER INDICATES: WP - WEATHERPROOF DUPLEX RECEPTACLE GM DUPLEX RECEPTACLE ABOVE COUNTER DUPLEX RECEPTACLE EQUIPMENT CONNECTION 030A SPECIAL PURPOSE RECEPTACLE, DEVICE RATING AS SHOWN CD J -BOX CP30A FLOOR BOX, DEVICES AS SHOWN NON -FUSED DISCONNECT SIZE AS INDICATED FUSED DISCONNECT a AMP FUSE SIZE (40 AF) AMP SWITCH SIZE (60 AS) MOTOR STARTER COMBINATION MOTOR STARTER - DISCONNECT SWITCH /a MOTOR CONNECTION MOTOR CONNECTION - 3 PHASE 480Y/277V ELECTRICAL PANEL 208Y/120V ELECTRICAL PANEL PANEL, TYPE AS NOTED LCP - LIGHTING CONTROL PANEL DATA / COMMUNICATION Vx L_J' 1 TELECOM OUTLET, ONE CAME CABLE EACH UNO BY SUBSCRIPT X - QTY CAT5E CABLES CAMERA (BY OTHERS) GENERAL NOTES: 1. ALL ROUGH -IN AND DEVICE MOUNTING HEIGHTS SHALL BE VERIFIED WITH ARCHITECTURAL ELEVATIONS. COMPLY WITH NATIONAL ELECTRIC CODE 2008 AND WAC 296 -46. THE LOCATIONS OF ELECTRICAL DEVICES AND LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS AND ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. ELECTRICAL DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET SCALE PERMIT SET 7/19/2011 E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS NTS X E0.01 ELECTRICAL RISER & MEP COORDINATION SCHEDULE NTS X E0.02 . WSEC AND SWITCH BANK DETAILS NTS X E2.01 ELECTRICAL FLOOR PLAN - POWER & LY• 1/4" =1' -0" X E2.02 ELECTRICAL FLOOR PLAN - LIGHTING 1/4" =1' -0" X E2.03 ELECTRICAL ROOF PLAN 1/4" = 1' -0" X E3.00 ELECTRICAL OUTLINE SPECIFICATIONS NTS X 140 EPA AT AgRANTAN - PRovAL V ER�EO CIDS IK�IAI.A JUL 20 ?fill PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 OT 206 957 6400 0 206.957 6404 RUSHING Engineering - Essentials - Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL SYMBOLS AND ABBREVIATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E0.00 Project Subject: Equip. No. PANDORA WESTFIELD MEP COORDINATION SCHEDULE 3 PANEL SCHEDULE XFMR 480D PANEL: Pi LOCATION: STARTER DISCONNECT General Comments Service /Description Location OC PROTECT FEEDER FED FROM: LOAD CIRCUIT DESCRIPTION TYPE TYPE FURNISHED BY FURNISHED TYPE BY 1 P H quantity Voltage phase FRAME TRIP C WIRE MCA TOTAL KW 15 16 15 , 16 208V 3 PHASE SECTION 2 1 20 0.75 . MSC REFRIGERATOR WEST CASEWORK REC 0.85 20 1 3 B C A B C A B C A B C A B 4 1 ACU -R -1 ROOF TOP UNIT ROOF 1 208 3 30 30 • 3/4" 3#10 &1 #10G 18 6.5 NA 1 20 Fused MLsc X CASHWRAP (2) QUADS 208V 1 PHASE SECTION 0.72 20 1 7 8 1 20 1.08 REC BOH GENERAL (6) RECEPS GENERAL (4) RECBPS IN RETAIL SPACE REC 0.72 20 1 DWH -1 WATER HEATER BATHROOM 1 208 1 30 30 3/4" 2 #10 &1 #10G 20 4.2 NA 2 11 Fused 12 X 20 DWH -2 WATER HEATER BACK ROOM 1 208 1 60 50 2" 2 #3/O & 1 #2G 40 8.3 NA 30 2.18 Fused ACU R 1 X DIW 1 • REC 120V 1 PHASE SECTION 30 2 15 16 - - 2.18 MISC - - REC 2.0E - - 17 EF -1 BATHROOM EXHAUST 11 1 120 1 20 15 1/2" 2 #12 & 1 #12G 1 0.08 1 19 X 20 1 20 o:I:1e cy sensor MTR EXHAUST FAN RETAIL LIGHTING LTG 1.23 20 1 21 22 1 20 0.18 REC ROOF RECEP MAIN ELECTRICAL ROOM ____ ______w+ ____. �r_ __r�___�_�_�______r.______rM_�_ _ - _ M. _ _ P. _ _� NEW PANDORA BACK OFFICE r...... IIMPP MOM*. PM PM PIM 11111. OM =MM. IMP MI MI MINOM1 1 1ST FLOOR �SECION 1 I BECTON 2 TSEC[ON 3 ZSEC[ON 4 f EE6I 5 1 SEQON 6 1 SECIaV 71 BECTON 8� 1 1 1 1 1 1 14 i 1 1 �1 9 0 1 1 1 I3 4.1 1 1 1 ;MJ 8 1 1 1 1 1 15, 6. 0 it 1 1 1 1 ' INCOMING' LSE nOJ _..__1 MAIN DISTRIBUTION PANEL 3000A,208Y/120V, 65kAIC i 1 1 1 1 1 1 1 1 1 1 (6) EX ' 1 METERS ___1__,__l_____ ____J__ =__j____ 1 1 1 1 1 208V 100A COPPER FEEDER SCHEDULE, 3 PANEL SCHEDULE XFMR 480D PANEL: Pi LOCATION: PANDORA BOH VOLTS: 208 Y/ 120 P 3 AIC RATING: 65,000 NEUTRAL: 100% W: 4 JFLUSH AMP: 100 MLOD MCB X MOUNT: X SURFACE TYPE: EXISTING X NEW STYLE: FED FROM: LOAD CIRCUIT DESCRIPTION TYPE LOAD KVA CKT BKR P CIR # 1 P H CIR # P CKT % BSR WAD KVA LOAD CIRCUITD N BAST CASEWORK REC 0.84 20 1 1 A 2 1 20 0.75 . MSC REFRIGERATOR WEST CASEWORK REC 0.85 20 1 3 B C A B C A B C A B C A B 4 1 20 0.50 MIsC MICROWAVE CENTER CASEWORK & FRONT CASEWORK REC 0.53 20 1 5 6 1 20 1.00 MLsc STEAMER DUPLEX CASHWRAP (2) QUADS REC 0.72 20 1 7 8 1 20 1.08 REC BOH GENERAL (6) RECEPS GENERAL (4) RECBPS IN RETAIL SPACE REC 0.72 20 1 9 10 1 20 1.00 MISC . VIDEO EQUIPRECEP DHW -2 REC 4.16 50 2 11 12 1 20 •0.72 REc BOH (2) QUADS - REC 4.16 - 13 14 3 30 2.18 MISC ACU R 1 DIW 1 • REC 2.08 30 2 15 16 - - 2.18 MISC - - REC 2.0E - - 17 18 - - 2.18 M1SC RETAIL LIGHTING LTG 1.11 20 1 19 20 1 20 0.08 MTR EXHAUST FAN RETAIL LIGHTING LTG 1.23 20 1 21 22 1 20 0.18 REC ROOF RECEP 20 1 23 24 1 20 20 1 25 26 1 20 20 1 27 28 1 20 20 1 29 C A B C A B C 30 1 20 20 1 31 32 1 20 20 1 33 34 1 20 20 1 35 36 1 20 20 1 37 38 l 20 20 1 39 40 1 20 , 20 1 41 42 1 20 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND CONNECTED PHASE LOADING LIGHTING LTG 234 KVA RESIDENT LTG/RECPT RES 0.00 KVA SMALL APPLIANCE RES 0.00 KVA LARGEST MOTOR 0.00 KVA REMAINING MOTORS MIR 0.08 KVA GEN PURPOSE RECFF RI C 18.13 KVA COMPUTERRECPT MISC 0.00 KVA EQUIP /OTHER MISC 9.79 KVA HEATING MISC 0.00 KVA ELEVATOR ELEV 0.00 KVA KITCHEN EQPT KITCH 0.00 KVA 2.93 KVA (125%) 0.00 KVA ( 100/35/25 %) 0.00 KVA ( 100/35/25 %) 0.00 KVA (125 %) 0.08 KVA (100%) 14.06 KVA (50%> 10KVA) 0.00 KVA (100%) 9.79 KVA (100%) 0.00 KVA (100%) . 0.00 KVA @ 100% 0.00 KVA @ 65% 26.M KVA 74.55 AMPS AT INDICATED DEMAND AT 100% PHASE A: 10.92 KVA PRASE B: 8.74 KVA PHASE C: 10.67 KVA NOTES: 1 NOTES TOTALS 3034 KVA 84.20 AMPS LOAD TYPE NOTES: "COMB" = OOMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG/RECPT OR SMALL APPLIANCE WAD TAKEN "MJSC "= EQUIP, COMPUTER RI C OR LUG LOAD ON INDICATED CIRCUIT ____ ______w+ ____. �r_ __r�___�_�_�______r.______rM_�_ _ - _ M. _ _ P. _ _� NEW PANDORA BACK OFFICE r...... IIMPP MOM*. PM PM PIM 11111. OM =MM. IMP MI MI MINOM1 1 1ST FLOOR �SECION 1 I BECTON 2 TSEC[ON 3 ZSEC[ON 4 f EE6I 5 1 SEQON 6 1 SECIaV 71 BECTON 8� 1 1 1 1 1 1 14 i 1 1 �1 9 0 1 1 1 I3 4.1 1 1 1 ;MJ 8 1 1 1 1 1 15, 6. 0 it 1 1 1 1 ' INCOMING' LSE nOJ _..__1 MAIN DISTRIBUTION PANEL 3000A,208Y/120V, 65kAIC i 1 1 1 1 1 1 1 1 1 1 (6) EX ' 1 METERS ___1__,__l_____ ____J__ =__j____ 1 1 1 1 1 208V 100A SCHEDULE NOTES 1, Conduit sizing based on Rigid Galvanized Steel Conduit, Type THW wire taking into account both conduit fill & Jamb ratio. 2. Ampacities (NEC Table 310 -16) are based on the following: a. 75° Rating for wire sizes upto & including AWG #1. b.. 90° rating for 5W feeders de -rated to 80% where predominantly harmonic currents are present. Neutrals > or = to 1/0 are paralleled on 5W feeders. 3. Increase raceway size for other types of raceways & difficult or . long pulls. 4. Set of Phase, Neutral and Ground conductors are to be installed in each raceway noted. SECTION 6 METER INFORMATION: 1. HDS SPACE #576, SUITE 1: 200A/3P 2. LA CHATEL SPACE #580, SUITE 504: 200A/3P 3. SPARE, 200A/3P ' 4. FRANCESCA'S COLLECTION, SUITE 611: 100A/3P 5. CHAROLETTE RUSSE, SUITE 621: 200A/3P 6. EXISTING M'S STORE (NEW PANDORA METER), SUITE 516: 100A/3P FLAG NOTES: WORK BY LANDLORD AS DESCRIBED IN THE WESTFIELD MALL ENGINEERING CRITERIA MANUAL: PULL BACK EXISTING 90A FEEDER TO PANEL P1 IN PANDORA SPACE. PULL NEW 100A FEEDER THROUGH EXISTING CONDUIT IF POSSIBLE. OTHERWISE, PROVIDE NEW CONDUIT FROM EXISTING 100A METER SOCKET (POSITION 6 IN SECTION 6 IN MAIN ELECTRICAL ROOM) TO EXISTING PANEL FOR PANDORA SPACE. REMOVE EXISTING 90A MCB IN PANEL P1. PROVIDE NEW 100A MAIN CIRCUIT BREAKER IN PANEL P1. EC TO PROVIDE NEW CIRCUIT BREAKERS AS NECESSARY TO ACCOMODATE NEW EQUIPMENT IN PANDORA SPACE. b zoo r R R CITY JUL 20 2011 PERMIT CENTER 5 A BArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 RUSHING Engineering- Essentlais- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA" WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL RISER & MEP COORDINATION SCHEDULE SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E0.01 COPPER FEEDER SCHEDULE, 3 XFMR 480D PANELS XFMR 208Y/120V MAX LOAD AMPS SYSTEM TAG NO. OF RACEWAYS RACEWAY SIZE PHASE CONDUCTORS NEUTRAL GROUND AMPSICOND AMPS CB 100A 76 4W 100.4 1 1-1/4" 3 #2 1 #2 1 #8 95 95 100 SCHEDULE NOTES 1, Conduit sizing based on Rigid Galvanized Steel Conduit, Type THW wire taking into account both conduit fill & Jamb ratio. 2. Ampacities (NEC Table 310 -16) are based on the following: a. 75° Rating for wire sizes upto & including AWG #1. b.. 90° rating for 5W feeders de -rated to 80% where predominantly harmonic currents are present. Neutrals > or = to 1/0 are paralleled on 5W feeders. 3. Increase raceway size for other types of raceways & difficult or . long pulls. 4. Set of Phase, Neutral and Ground conductors are to be installed in each raceway noted. SECTION 6 METER INFORMATION: 1. HDS SPACE #576, SUITE 1: 200A/3P 2. LA CHATEL SPACE #580, SUITE 504: 200A/3P 3. SPARE, 200A/3P ' 4. FRANCESCA'S COLLECTION, SUITE 611: 100A/3P 5. CHAROLETTE RUSSE, SUITE 621: 200A/3P 6. EXISTING M'S STORE (NEW PANDORA METER), SUITE 516: 100A/3P FLAG NOTES: WORK BY LANDLORD AS DESCRIBED IN THE WESTFIELD MALL ENGINEERING CRITERIA MANUAL: PULL BACK EXISTING 90A FEEDER TO PANEL P1 IN PANDORA SPACE. PULL NEW 100A FEEDER THROUGH EXISTING CONDUIT IF POSSIBLE. OTHERWISE, PROVIDE NEW CONDUIT FROM EXISTING 100A METER SOCKET (POSITION 6 IN SECTION 6 IN MAIN ELECTRICAL ROOM) TO EXISTING PANEL FOR PANDORA SPACE. REMOVE EXISTING 90A MCB IN PANEL P1. PROVIDE NEW 100A MAIN CIRCUIT BREAKER IN PANEL P1. EC TO PROVIDE NEW CIRCUIT BREAKERS AS NECESSARY TO ACCOMODATE NEW EQUIPMENT IN PANDORA SPACE. b zoo r R R CITY JUL 20 2011 PERMIT CENTER 5 A BArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 RUSHING Engineering- Essentlais- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA" WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL RISER & MEP COORDINATION SCHEDULE SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E0.01 51 1 6" NORTH LIGHTING SOUTH LIGHTING Oc 0 'Date 7/12/2011 Storefront ran e e AppOcant Name: Maley rrsaeertthoen e Appkeartt Phone: :e6- 780.4s74 'Project Description • Cu IT>J1 ► VIM:e « on 1 eeeeree a Nochanges are being made to the lighting and space use not clanged • Legation 60% of the fixtures new, installed wattage not increased: & space use not charged. AD*2 MAL WOO VOA SALVO AREA 0.60 311 187 "'From Tabu 15.1(aver) - document all exceptions on lam LTGLPA T Aknwed Wa 2651 e e e e e NORTH LIGHTING SOUTH LIGHTING Oc WALL WASHERS CENTRAL MERCHANDISE TRACK LIGHTS �d ref LINE VOLTAGE SWITCH BANK DETAIL SCALE: NOT TO SCALE INTERIOR INTERIOR WINDOW EXTERIOR CASEWORK LIGHTS LIGHTS LIGHTS SIGN e e LOW VOLTAGE SWITCH DETAIL SCALE: NOT TO SCALE 2009 Washin . n State Erie Code Co lance Form for Nonresidential and Mul8fami Residential Interior Lighting Summary LTG -INT , project Info e 'Date 7/12/2011 Storefront ran e e AppOcant Name: Maley rrsaeertthoen Applicant Address: 171S mortises Avenue north Appkeartt Phone: :e6- 780.4s74 'Project Description • Cu IT>J1 ► VIM:e « on 1 Alteration eons (check appropriate bolo - seo.1132.3) a Nochanges are being made to the lighting and space use not clanged • Legation 60% of the fixtures new, installed wattage not increased: & space use not charged. AD*2 MAL WOO VOA SALVO AREA 0.60 311 187 "'From Tabu 15.1(aver) - document all exceptions on lam LTGLPA T Aknwed Wa 2651 e e e WALL WASHERS CENTRAL MERCHANDISE TRACK LIGHTS �d ref LINE VOLTAGE SWITCH BANK DETAIL SCALE: NOT TO SCALE INTERIOR INTERIOR WINDOW EXTERIOR CASEWORK LIGHTS LIGHTS LIGHTS SIGN e e LOW VOLTAGE SWITCH DETAIL SCALE: NOT TO SCALE 2009 Washin . n State Erie Code Co lance Form for Nonresidential and Mul8fami Residential Interior Lighting Summary LTG -INT , project Info Project Ad ress ttandare Westfield Nall 'Date 7/12/2011 Storefront ran Far Sulking Departrrient Use Tdat#le, Wet AppOcant Name: Maley rrsaeertthoen Applicant Address: 171S mortises Avenue north Appkeartt Phone: :e6- 780.4s74 'Project Description 1 t+ew Wilding CI Addlflon 0 Alteration ■ Plans inducted Refer to WSEC Section 1513 for controls and commissioning requirements, Cu IT>J1 ► VIM:e « on ° Present** • Lighting Potwar Allowance ()Systems Analois (See t�uatilr oat) Checklist lever), indicate Presrxiplt, & LPAspaces dory on plans~) Alteration eons (check appropriate bolo - seo.1132.3) a Nochanges are being made to the lighting and space use not clanged • Legation 60% of the fixtures new, installed wattage not increased: & space use not charged. Maximum Allowed Lighting Wattage Lomb= (floor pMnboorn at Occupancy WaAs lo waed "" urn tnetor Area In le Allowed X Area sal Raerai& nnes 1.33 951 1265 zit AnDIT=cvAL 11,sF !O R samrsaer ormaxaas 2:50 480. 1200 Al AD*2 MAL WOO VOA SALVO AREA 0.60 311 187 "'From Tabu 15.1(aver) - document all exceptions on lam LTGLPA T Aknwed Wa 2651 Proposed Lighting Wattage Location (floorplanftocm Flxtute Desertion Number of Fbdurea Watts/ Fixture Watts Proposed =vas 1 -: ACC= WOW OM) SOW rte SEAM, try ammo 12 60 720 =ME Buliclkig Department Notes LIGHTING CONTROLS (Section 1513) 60 540 Local oontrclthcoess Schedule w type, Indicate locations M1 t acmes Lint ei U) lac tan MOD IMIIIIE Yes 15132 Area cantrots Maximum limit per switch A.A. 1513.3 =1111111 P: n:C1aATx+t MOAN? IIIIIIIIIIEI 150 300 Mrilti IIIIIIIIIIIIO 50 200 nets& a :.2'X4 • Moose egrOSINNONet 64 192 NM 1 nsaMEraasee Ear *see 200 200 1513.5 Exterior shut -Rif Schedule with type and features, indicate location A.A. (a) timer wAsadnrp Indicate location A A. CO Photocell. Indicate location Yee Total Proposed Wells may not exceed To Allowed Welts for Interior Tatar Proposed 2406 2009Washingbon State Energy Code Compliance Form for Nanreesidenbal and Multifamily Residential Lighting, Motor, and Transformers Permit Plans Checklist 21011 Warhingtat We 7 at COde► Oamplienca Foot for Nand and Muldi tndly ReddeMial LTG -CHK Revised N am6ar 2Q10 Project Arlakress waraei sd Han Date 7/12/2011 The fdleaing alternation is necessary to check a pm* application for emplane* with the llOtting, mater, and transformer requirements in the 2009 Weshangtan State Nonresidential Energy Cale. Applicability (yes„ no. n.a.) Codb Section Component locomotion Requirec Location en Pans Buliclkig Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local oontrclthcoess Schedule w type, Indicate locations . Yes 15132 Area cantrots Maximum limit per switch A.A. 1513.3 Dayeght zone control Schedule wile type and features, indicate locations A.A. verticIgI glazing Indicate vertical giasireg an plans A;.A, overhead dazing Micah overhead glazing an plans Yes 1513.4 Disptayiexhihfspeoial Indicate separate controls A..a6 1513.5 Exterior shut -Rif Schedule with type and features, indicate location A.A. (a) timer wAsadnrp Indicate location A A. CO Photocell. Indicate location Yee 1513.6 litter. auto shut-off Indicate location Yee 1513.61 (a) *coup. sensors Schedu lek salt type and locations Yee 15138,2 (b) auto. switches $ he:kite with type and features (back-up, override capab#Ny); ink size of zone on plans el..A. .. , , 1513.7 Hatelfnotel controls indicate tamlico of roan master controls ► Yes 15'13.8 Commissioning indicate/ requirameelts for lighting controls commissioning A EXIT =Ns (Section-'1514) Yea 1 1514 •1Max. welts Irradiate watts far each es* sign LIGHTING POWER ALLOWANCE (Section 1530.1532) 'Tees 1531 interior Lighting Completed and attached, Schedule wNh lhthire type Su Form . I . - ballets, watts • - r fixture A.A. Exterior Lighting Summary Form Ctlmpleted and attached. Schedule with IWurs types, burps, ballasts, watts per fixture MOTORS (Section 1511) 11 -A- • I 1311 IBee motor eflalency IMECH -MOT or Eqidpinent Schedule with tip, rpm, eftciency 1 TRANSFORMERS (Section 1540) N .A. I 1540 'Transformers ,Indk ate size and efle lency 1 1 no to clncled for any question, provide explanation: btli� f#14 SABArchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 Q 206 957 6400 Q 206 957 6404 44 ,irc OVAL CrIYIV ullA JUL 2onl1 PERMIT CENTEF RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA WSEC AND SWITCH BANK DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E0.02 EQUI BACKROOM 'c 101 j IOg SF DHW -2 208V/10 8.32 KW 411/4a_ 13 P1/3, VIA RELAY 2 3,R2 3,R2 CASEWORK SCHEDULE Tag ul Casework Name Quantity Connection Type AFF W /Unit Comments C1 UD.1 Receptacle - 72W Located next to a SEK.2 or 3, plugs directly into SEK.2 or 3. C2 SP.1 Receptacle 18" 36W Cord provided with casweork assembly. Plugs into standard duplex. C3 SEK.2 Hardwired 18" 54W Casework hardwired to junction box recessed in wall. C4 SEK.3 Hardwired 18" 81W Casework hardwired to junction box recessed in, wall. C5 PL.1 Receptacle 50" 24W TV unit plugs directly into receptacle. C6 GL.1 . Floorbox - 30W Cord provided with casweork assembly. Plugs into duplex located in a floorbox, or daisy chain to adjacent equipment. C7 GL.2 Floorbox - 30W Cord provided with casweork assembly. Plugs into duplex located in a floorbox, or daisy . chain to adjacent equipment. C8 GL.3 Floorbox - 30W Cord provided with casweork assembly. Plugs into duplex located in a floorbox, or daisy chain to adjacent equipment. C9 GL.5 Floorbox - 30W Cord provided with casweork assembly. Plugs into duplex located in a floorbox, or daisy chain to adjacent equipment. C10 HJ.4 Floorbox - 24W Cord provided with casweork assembly. Plugs into duplex located in a floorbox, or daisy chain to adjacent equipment. C11 WIN.3A Floorbox - 12W Casework located in front window. Provide a floor mounted NEMA L5 -20R receptacle located below the left leg from the customer side. C12 WIN.3B Receptacle 36" 12W Casework located adjacent to a wall. • Provide a flush mounted NEMA 15 -20R located at 36" AFF C13. JT.2 Floorbox - 54W Cord provided with casweork assembly. Plugs into duplex located in a floorbox. Cord comes from underneath the right leg from the customer side ELECTRICAL FLOOR PLAN -POWER & LOW VOLTAGE EB GENERAL NOTES: 1. ALL CASEWORK RECEPTACLES THAT CONTAIN LIGHTING TO BE ON A RELAY TO SHUT OFF DURING UNOCCUPIED HOURS. OVERRIDE SWITCH TO BE PROVIDED IN BACK OFFICE. REFER TO SHEET E2.02 FOR RELAY SCHEDULE. 2. CCTV CAMERAS TO BE PROVIDED BY AND INSTALLED BY CAMERA VENDOR, AND ARE POWERED BY VIDEO EQUIPMENT IN BACK. VENDOR TO PROVIDE CABLING TO EQUIPMENT. SHOWN ON PLANS FOR LOCATION ONLY. ELECTRICIAN TO PULL CAT5E TO ALL TELECOM LOCATIONS FROM THE EXISTING TELECOM BACKBOARD. TERMINATIONS WILL BE DONE BY THE PHONE INSTALLER. 4. ALL FIRE ALARM DEVICES TO BE TIED IN TO EXISTING BUILDING FA SYSTEM. REFER TO MEP COORDINATION SCHEDULE ON SHEET E0.1 FOR WIRING REQUIREMENTS TO MECHANICAL EQUIPMENT. 6. REFER TO ARCHITECTURAL DRAWINGS FOR DEVICE LOCATIONS AND ELEVATIONS. 7. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. 1 /2 "C, #12AWG OR MC CABLE AS PERMITTED BY LANDLORD. FLAG NOTES: SAW CUT SLAB FOR CONDUIT AND WIRING ROUTING TO FLOOR BOX LOCATION. CONFIRM FLOOR BOX LOCATION WITH CASEWORK PRIOR TO TRENCHING. SAW CUT SLAB AND PROVIDE 3/4 "C TO SERVE TELECOM CABLING TO TELECOM OUTLETS LOCATED ON FLOATING CASEWORK. CONFIRM TELECOM ROUTE PRIOR TO PERFORMING ANY WORK. CONFIRM LOCATION OF OUTLETS WITH ARCHITECT PRIOR TO ROUGH PROVIDE WATTSTOPPER LP12 OR EQUIVALENT RELAY PANEL. PROVIDE TELEPHONE BACK BOARD FOR PHONE SYSTEM IF REQUIRED. CONFIRM REQUIREMENTS WITH PANDORA AND TELECOM PROVIDER PRIOR TO INSTALLATION. PROVIDE SURFACE MOUNTED DUPLEX RECEPTACLES FOR CASH REGISTER AND COMPUTER LOCATED ON CASEWORK. FELD VERIFY LOCATION OF RECEPTACLES IN CASEWORK AND CONFIRM WITH ARCHITECT PRIOR TO ROUGH -IN. SAW CUT SLAB FOR (2) 3/4" CONDUITS TO CASEWORK RECEPTACLES. EXISTING 208Y/120V, 90A, 65kAIC PANEL "P1" TO BE RELOCATED TO EXISTING LOCATION SHOWN BY OWNER AND RE -USED FOR THE NEW PANDORA SPACE. PANEL TO BE UPSIZED. REFER TO RISER FOR ADDITIONAL DETAILS. EXHAUST FAN TO BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. SEE E2.02. CASEWORK DAISY CHAINED TOGETHER AND PLUGGED INTO FLOOR BOX. PLUG AND CORD PROVIDED WITH CASEWORK. tha2)40 0) s A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 Q 206 957 6400 0 206 957 6404 Pizvien aip CITY KWLA JUL 2 0 2011 PERMIT CENTER RUSHING Engineering -- Essentials- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111. PERMIT SET 7.19.2011 PAN D6RAM WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL FLOOR PLAN POWER & LOW VOLTAGE SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E2.01 _21f 21 21 @DE N1 O21 21f 19b 21DEM1 21e 19c E113 19c m 21e N2 19b m 21e 21a N2 21e N2 21e 21DEM1 66 66 Eh 21e 21e 21e 21e Ea tin 19c 19c 19b P 21a 21e 19c 19b )53 i9c 0 19b 0 19b N1 10 EX • © I E 19d 19d MWMW ► -r, ..,rw MMPW...MW..MrrrF..r....mumm. wmlmr. m..rrr..►...rr....m..r...mri um.r...smrar.r,..mm.wr mammimumm • ANIM r WAMMMIWI.AMOrAl mW ELECTRICAL FLOOR PLAN - LIGHTING SCALE: 1/4" =1'-0" GENERAL NOTES: 1. PROVIDE UNSWITCHED CIRCUIT TO EXIT SIGNS AND EMERGENCY LIGHTING UNITS. ALL LIGHTING IN RETAIL SPACE TO BE ON A RELAY TO SHUT OFF ALL LIGHTING DURING UNOCCUPIED HOURS. OVERRIDE SWITCH TO BE LOCATED IN BACK ROOM. REFER TO RELAY SCHEDULE FOR RELAY ZONES. 3. CIRCUIT ALL LIGHTING TO PANEL P1. REFER TO PLAN FOR CIRCUIT NUMBERS /LINE VOLTAGE SWITCH LEGS. 4. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. 1/2 "C, #12AWG OR MC CABLE AS PERMITTED BY LANDLORD. FLAG NOTES: PROVIDE ELECTRICAL CONNECTION TO SIGNAGE LIGHTING. CIRCUIT TO PANEL P1/21 VIA RELAY 5. PROVIDE A DOUBLE GANG BOX WITH (5) LOW VOLTAGE OVERRIDE PUSH. BUTTONS TO INTERFACE WITH RELAYS, WATTSTOPPER #RS OR EQUIVALENT. REFER TO LOW VOLTAGE SWITCH DETAIL ON SHEET E0.02. PROVIDE LABELS AS SHOWN IN DETAIL. REFER TO SWTICH BANK DETAIL ON SHEET E0.02 FOR LINE VOLTAGE SWITCH DETAILS. CONTRACTOR TO PROVIDE LABELS AS SHOWN IN DETAIL. LIGHTING CONTROL PANEL: LCP 1 208Y/120V RELAY LIGHTING FIXTURE SCHEDULE Tag # Lamps Lamp Type Wattage Mfger Fixture Cat. No Fixture Description P 1 T10 HALOGEN 150 FLOS ZEPPELIN S1- FU980009 Dimmable Decorative chandelier for focal areas. Dimensions: 43.3" X 29 "H. Confirm mounting height with architect. N1 1 LED 30 Amerlux C3R -1 -26- LED -E -WT 120- FL -WT- 3000 -DIM Dimmable White LED retail accent light with electronic constant current LED driver and (1) head. Confirm beam spread with architect. N2 2 LED 60 Amerlux C3R -2 -26- LED -E -WT- 120- FL -FL -WT 3000-DIM Dimmable White LED retail accent Tight with electronic constant current LED driver and (2) heads. Confirm beam spread with architect. W 2 LED 60 Amerlux C3R -2 -26- LED -E -WT 120- WF- WF -WT- 3000 -DIM Dimmable White LED retail accent light for main pathways with electronic constant current LED driver and (2) heads. Confirm beam spread with architect. W3 1 LED 68 Amerlux CAV- II -64- LED -E -WT- 120 -WF -3000 Recessed adjustable graphic LED wall washer for back wall. High performance aluminum heat sink with white powder coat paint. Confirm beam spread with architect. B 2 CFL 64 Metalux 2GR8- 232- A- UNV -EB8 . Recessed 2x4 Fluorescent with (2) T8 lamps for back of house space. T - - - Amerlux GES204 -3 Track for window lights. Confirm track length with architect. T1 1 LED 35 Amerlux C3TV 30- LED -E -WT TN1- 120 -FL -3000 -DIM Dimmable White LED track heads along window display. Confirm beam spread with architect. EX 1 LED 0.71 Lithonia LQM- S- W -EL -N Termoplastic LED exit sign with emergency operation. Provide white with green lettering. EXE 1 LED 3.7 Juno NXESBA- 1 -G -WH Surface mount edge -lit exit sign with battery back -up and green letters and white finish. EM 2 5.4W, 6V lamps 10.8 Lithonia ELM Back of house emergency lighting unit. White thermoplastic quick mount unit with lead - calcium battery. EM1 2 20W LED 45 Sure -Lites CEL- 4020 -70 -120 Sales floor concealed emergency lighting with sealed lead calcium battery with 120 minutes of runtime. ELECTRICAL FLOOR PLAN - LIGHTING SCALE: 1/4" =1'-0" GENERAL NOTES: 1. PROVIDE UNSWITCHED CIRCUIT TO EXIT SIGNS AND EMERGENCY LIGHTING UNITS. ALL LIGHTING IN RETAIL SPACE TO BE ON A RELAY TO SHUT OFF ALL LIGHTING DURING UNOCCUPIED HOURS. OVERRIDE SWITCH TO BE LOCATED IN BACK ROOM. REFER TO RELAY SCHEDULE FOR RELAY ZONES. 3. CIRCUIT ALL LIGHTING TO PANEL P1. REFER TO PLAN FOR CIRCUIT NUMBERS /LINE VOLTAGE SWITCH LEGS. 4. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. 1/2 "C, #12AWG OR MC CABLE AS PERMITTED BY LANDLORD. FLAG NOTES: PROVIDE ELECTRICAL CONNECTION TO SIGNAGE LIGHTING. CIRCUIT TO PANEL P1/21 VIA RELAY 5. PROVIDE A DOUBLE GANG BOX WITH (5) LOW VOLTAGE OVERRIDE PUSH. BUTTONS TO INTERFACE WITH RELAYS, WATTSTOPPER #RS OR EQUIVALENT. REFER TO LOW VOLTAGE SWITCH DETAIL ON SHEET E0.02. PROVIDE LABELS AS SHOWN IN DETAIL. REFER TO SWTICH BANK DETAIL ON SHEET E0.02 FOR LINE VOLTAGE SWITCH DETAILS. CONTRACTOR TO PROVIDE LABELS AS SHOWN IN DETAIL. LIGHTING CONTROL PANEL: LCP 1 208Y/120V RELAY LOCATION SERVED FIXTURE TYPE(S) CIRCUIT. CONTROL ON OFF OVERRIDE 1 EAST CASEWORK - P1/1 TC TC S 2 WEST CASEWORK - P1/3 TC TC S 3 CENTRAL CASEWORK P1/5 TC TC S 4 WINDOW CASEWORK - P1 /5 TC TC S 5 STOREFRONT SIGNAGE - P1/21 TC TC S 6 WINDOW LIGHTING T1, N1 P1/21 TC TC S 7 STORE LIGHTING W, Ni, W3 P1/19 TC TC S 8 STORE LIGHTING (CENTRAL) N1, N2, P P1/21 TC TC S 9 SPARE 10 SPARE 11 SPACE 12 SPACE ABBREVIATIONS: TC = TIMECLOCK (ASTRONOMICAL) S = LOW VOLTAGE SWITCH PC = PHOTO CELL PS = PHOTO SENSOR . OS = OCCUPANCY SENSOR b iI -zoo k t,� I 7 AND Ovi L ��V,�,Q� CITYY C1F LA JUL 20-2011 PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 206 957 6404 RIMING Engineering, - Essentials- Delivewry 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 2857111 PERMIT SET 7.19.2011 PAN D6A1M WESTFI ELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL FLOOR PLAN - LIGHTING SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E2.02 iw WP egh ACU-R-1 WP L, -2013V/-30 18.2 MCA P1/14,16,18 ELECTRICAL ROOF PLAN SCALE: 1/4" = 11-0" GENERAL NOTES: 1. REFER TO MEP COORDINATION SCHEDULE ON SHEET E0.1 FOR WIRING REQUIREMENTS TO MECHANICAL EQUIPMENT. FLAG NOTES: PROVIDE NEW RECEPTACLE ON ROOF WITHIN 30' OF NEW MECHANICAL UNIT. MOUNT ON UNIT IF POSSIBLE. OTHERWISE FIELD VERIFY BEST MOUNTING LOCATION. ALTERNATIVELY, FIELD VERIFY IF A RECEPTACLE IS ALREADY PRESENT WITHIN 30' AND PROVIDE A CREDIT TO THE PROJECT IF AVAILABLE. CIRCUIT TO PANEL P1/22. 46) S A B Architects AT. p arrWilivatit Lg. %AL AiPPR ) irAto E2.03 JUL 20 Yin, PERMIT CENT& 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 CI 206 957 6400 10 206 957 6404 RUSHING BvineerIng-Esseritlals-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 PERMIT SET 7.192011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL ROOF PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 ELECTRICAL OUTLINE SPECIFICATIONS SECTION 2600 00 -1 PANDORA JULY 18, 2011. SECTION 26 05 03 EQUIPMENT WIRING CONNECTIONS 1. PROVIDE EQUIPMENT CONNECTIONS AND COORDINATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, MANUFACTURER'S WIRING DIAGRAMS, AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT FURNISHED UNDER OTHER SECTIONS. 3. DETERMINE CONNECTION LOCATIONS AND REQUIREMENTS. 4. SEQUENCE ROUGH -IN OF ELECTRICAL CONNECTIONS TO COORDINATE WITH INSTALLATION OF EQUIPMENT. 5. SEQUENCE ELECTRICAL CONNECTIONS TO COORDINATE WITH START -UP OF EQUIPMENT. SECTION 26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES t PROVIDE BUILDING WIRE AND CABLE AND METAL CLAD CABLE; AND WIRING CONNECTORS AND CONNECTIONS. 2. IN DOOR WIRING SHALL BE THHN OR THWN. 3. OUTDOOR WIRING IN CONDUIT SHALL BE TYPE THWN. 4. WIRING SHALL BE CU. STRANDED FOR #8 AND LARGER; SOLID OR STRANDED FOR #10AWG; SOLID FOR #12AWG AND SMALLER. 5. INSULATION RATING 600V. 6. PROVIDE CONDUIT AND WIRE FOR ALL FEEDERS AND BRANCH CIRCUITS, EXCEPT TYPE MC CABLE IS ACCEPTABLE FOR FINAL VERTICAL DROPS TO RECEPTACLES ONLY 7. TERMINAL LUGS FOR WIRES 6 AWG AND SMALLER: SOLDERLESS, COMPRESSION TYPE COPPER. 8. LUGS FOR WIRES 4 AWG AND LARGER: COLOR KEYED, COMPRESSION TYPE COPPER, WITH INSULATING SEALING COLLARS. SECTION 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 1. PROVIDE CONDUIT AND TUBING, SURFACE RACEWAYS, WIREWAYS, OUTLET BOXES, PULL AND JUNCTION BOXES, AND HANDHOLES PER THE CONTRACT DOCUMENTS. 2. RACEWAY AND BOXES LOCATED AS INDICATED ON DRAWINGS, AND AT OTHER LOCATIONS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND COMPLIANCE WITH REGULATORY REQUIREMENTS. RACEWAY AND BOXES ARE SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. PROVIDE RACEWAY TO COMPLETE WIRING SYSTEM. 3. UNDERGROUND MORE THAN 5 FEET OUTSIDE FOUNDATION WALL: PROVIDE PVC SCHEDULE 40. PROVIDE CAST METAL BOXES OR NONMETALLIC HANDHOLE. 4. UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL: PROVIDE RIGID STEEL CONDUIT. PROVIDE CAST METAL OR NONMETALLIC BOXES. 5. IN OR UNDER SLAB ON GRADE: PROVIDE THIN -WALL NONMETALLIC CONDUIT, PVC SCHEDULE 40. PROVIDE CAST OR NONMETALLIC METAL BOXES. 6. IN SLAB ABOVE GRADE: THICKWALL NONMETALLIC CONDUIT. PROVIDE NONMETALLIC BOXES. 7. CONCEALED DRY LOCATIONS: PROVIDE ELECTRICAL METALLIC TUBING. PROVIDE SHEET-METAL BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED ENCLOSURE FOR LARGE PULL BOXES. 8. EXPOSED DRY LOCATIONS: PROVIDE RIGID STEEL CONDUIT OR INTERMEDIATE METAL CONDUIT. PROVIDE SHEET -METAL BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED ENCLOSURE FOR LARGE PULL BOXES. 9. RIGID STEEL CONDUIT: ANSI C80.1. 10. RIGID ALUMINUM CONDUIT: ANSI C80.5. 11. INTERMEDIATE METAL CONDUIT (IMC): RIGID STEEL. 12. FITTINGS AND CONDUIT BODIES: NEMA FB 1; MATERIAL TO MATCH THE CONDUIT. SECTION 26 05 34 FLOOR:BOXES FOR ELECTRICAL SYSTEMS 1. SECTION INCLUDES FLOOR BOXES; FLOOR BOX SERVICE FITTINGS; POKE - THROUGH FITTINGS; AND ACCESS FLOOR BOXES. 2. ALL FLOOR BOXES TO HAVE RECESSED LIDS TO ALLOW THE FLOOR FINISH TO BE INSERTED AND LEVEL THROUGH WITH THE REST OF THE RETAIL FLOOR SURFACE. SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 1. PROVIDE THE FOLLOWING NAMEPLATES, LABELS,WIRE MARKERS, CONDUIT MARKERS AND UNDERGROUND WARNING TAPE . FOR ELECTRICAL IDENTIFICATION AS FOLLOWS: 2. INSTALL IDENTIFYING DEVICES AFTER COMPLETION OF PAINTING. a. NAMEPLATE INSTALLATION: L INSTALL NAMEPLATES FOR THE FOLLOWING: 1. PANELBOARDS. . 2. SERVICE DISCONNECTS. SECTION 26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 1. SECTION INCLUDES SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY ENCOMPASSING PORTIONS OF ELECTRICAL DISTRIBUTION SYSTEM FROM NORMAL POWER SOURCE OR SOURCES UP TO AND INCLUDING BREAKERS IN SERVICE ENTRANCE SWITCHBOARD; MAIN BREAKER IN SUB- DISTRIBUTION AND MAIN BREAKER IN EACH PANELBOARD. 2. COMPLETE SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY TO MEET REQUIREMENTS OF NFPA 70. 3. REPORT PREPARATION: a. PREPARE STUDY PRIOR TO ORDERING DISTRIBUTION EQUIPMENT TO VERIFY EQUIPMENT RATINGS REQUIRED. b. PERFORM STUDY WITH AID OF COMPUTER SOFTWARE PROGRAM. c. OBTAIN ACTUAL SETTINGS FOR LARGE MECHANICAL EQUIPMENT ITEMS TO BE INCLUDED IN THE WORK. 4. CALCULATE SHORT CIRCUIT INTERRUPTING AND, WHEN APPLICABLE, MOMENTARY DUTIES FOR ASSUMED 3 -PHASE BOLTED FAULT SHORT CIRCUIT CURRENT AND PHASE TO GROUND FAULT SHORT CIRCUIT CURRENT AT EACH OF THE FOLLOWING: a. UTILITY SUPPLY BUS. b. BRANCH CIRCUIT PANELBOARDS. c. BUSWAY. SECTION 26 09 23 LIGHTING CONTROL DEVICES 1. PROVIDE LIGHTING CONTACTORS, LIGHTING RELAYS, AND OCCUPANCY SENSORS FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM. ALL DEVICES TO BE WHITE IN,FINISH. 2. WHERE INDICATED ON DRAWINGS OR REQUIRED BY APPLICABLE CODE, PROVIDE AUTOMATIC SHUTOFF FOR LIGHTING INSIDE BUILDING LARGER THAN 5000 SQUARE FEET (465 SQUARE METERS). CONTROL SHUTOFF BY METHOD CONFORMING TO ICC IECC. SECTION 26 2416 PANELBOARDS 1. MOLDED CASE CIRCUIT BREAKERS: NEMA AB 1, BOLT -ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS, WITH COMMON TRIP HANDLE FOR ALL POLES, LISTED AS TYPE SWD FOR LIGHTING CIRCUITS, TYPE HACR FOR AIR CONDITIONING EQUIPMENT CIRCUITS, CLASS A GROUND FAULT INTERRUPTER CIRCUIT BREAKERS AS INDICATED ON DRAWINGS. DO NOT USE TANDEM CIRCUIT BREAKERS. SECTION 26 27 26 WIRING DEVICES 1. SECTION INCLUDES WALL SWITCHES; WALL DIMMERS; RECEPTACLES; DEVICE PLATES AND DECORATIVE BOX COVERS. 2. PRODUCT DESCRIPTION: NEMA WD 1 GENERAL -DUTY GENERAL • USE RECEPTACLE. 3. DEVICE BODY: WHITE PER ARCHITECTS . SELECTION IN THERMOPLASTIC. 4. CONVENIENCE RECEPTACLE: TYPE 5 -20 AS NOTED ON DRAWINGS 5. GFCI RECEPTACLE: CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER TO MEET REGULATORY REQUIREMENTS. SECTION 26 2813 FUSES 1. SECTION INCLUDES FUSES AND SPARE FUSE CABINET. 2. SELECT FUSES TO PROVIDE APPROPRIATE LEVELS OF SHORT CIRCUIT AND OVERCURRENT PROTECTION FOR THE FOLLOWING COMPONENTS: WIRE, CABLE, BUS STRUCTURES, AND OTHER EQUIPMENT. DESIGN SYSTEM TO MAINTAIN COMPONENT DAMAGE WITHIN ACCEPTABLE LEVELS DURING FAULTS. 3. SELECT FUSES TO COORDINATE WITH TIME CURRENT CHARACTERISTICS OF OTHER OVERCURRENT PROTECTIVE ELEMENTS, INCLUDING OTHER FUSES, CIRCUIT BREAKERS, AND PROTECTIVE RELAYS. DESIGN SYSTEM TO MAINTAIN OPERATION OF DEVICE CLOSEST TO FAULT OPERATES. 4. MOTOR LOAD FEEDER SWITCHES: CLASS RK1 (TIME DELAY). SECTION 26 2819 ENCLOSED SWITCHES 1. SECTION INCLUDES FUSIBLE AND NONFUSIBLE SWITCHES. 2. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS EXPERIENCE. 3. PRODUCT DESCRIPTION: NEMA KS 1, TYPE GD WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION, ENCLOSED LOAD INTERRUPTER KNIFE SWITCH. HANDLE LOCKABLE IN OFF POSITION. 4. FUSE CLIPS: DESIGNED TO ACCOMMODATE NEMA FU 1, CLASS R FUSES. 5. ENCLOSURE: NEMA KS 1, TO MEET CONDITIONS. FABRICATE ENCLOSURE FROM [STEEL FINISHED WITH MANUFACTURER'S STANDARD GRAY ENAMEL. a. INTERIOR DRY LOCATIONS: TYPE 1. b. EXTERIOR LOCATIONS: TYPE [3R] [4]. 6. SWITCH RATING: HORSEPOWER RATED FOR AC OR DC AS INDICATED ON DRAWINGS. 7. SHORT CIRCUIT CURRENT RATING: UL LISTED FOR 10,000 RMS SYMMETRICAL AMPERES WHEN USED WITH OR PROTECTED BY CLASS H OR K FUSES (30 -600 AMPERE). SECTION 26 51 00 INTERIOR LIGHTING 1. SECTION INCLUDES INTERIOR LUMINAIRES, LAMPS, BALLASTS, AND ACCESSORIES. 2. PRODUCT DESCRIPTION: COMPLETE INTERIOR LUMINAIRE ASSEMBLIES, WITH FEATURES, OPTIONS, AND ACCESSORIES AS SCHEDULED. 3. BALLASTS a.STANDARD FLUORESCENT: ELECTRONIC BALLAST, INSTANT START, LESS THAN 10 PERCENT THD, SUITABLE FOR LAMPS SPECIFIED, WITH VOLTAGE TO MATCH LUMINAIRE VOLTAGE. b. CONTROL UNIT: LINEAR SLIDE TYPE, RATED 1000 WATTS. AT 120 VOLTS. c. BALLAST: SELECTED BY DIMMING SYSTEM MANUFACTURER AS SUITABLE FOR OPERATION WITH CONTROL UNIT AND SUITABLE FOR LAMP TYPE AND QUANTITY SPECIFIED FOR LUMINAIRE. d.LAMPS: HIGH CRI, LOW MERCURY, T -5, T5HO AND T8 AS INDICATED IN THE FIXTURE SCHEDULE. SECTION 28 3100 FIRE ALARM SYSTEM 1. SECTION INCLUDES FA STROBES AND HORN/STROBES. 2. NEW FA DEVICES SERVING NEW TENANT SPACE TO BE TIED INTO THE EXISTING BUILDING FA SYSTEM. VERIFY THE MANUFACTURER WITH THE BUILDING LANDLORD. 3. NOTIFICATION DEVICES: a. HORN: ELECTRIC VIBRATING POLARIZED TYPE, 24-V DC, WITH PROVISION FOR HOUSING THE OPERATING MECHANISM BEHIND A GRILLE. HORNS PRODUCE A SOUND- PRESSURE LEVEL OF 96DB, MEASURED 10 FEET FROM THE HORN. b. VISABLE ALARM DEVICES: XENON STROBE LIGHTS LISTED UNDER UL 1971 WITH CLEAR LENS. THE WORD "FIRE" IS ENGRAVED IN MINIMUM 1" HIGH LETTERS. FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND NOR BE LESS THAN ONE FLASH PER SECOND. SHALL BE SUIETABLE FOR INSTALLATION IN A SINGLE GANG OUTLET AND SHOULD BE WHITE IN ALL FINISHED AREAS. END OF SECTION b ll -Z.tID SABArch itects 117A Cs.Nel... Ave East f...t.. 7l11 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 Q 206 957 6400 ® 206 957 6404 RUSHING Engineering- Essenitials Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' PA RA r er1PROV Ui ED CITYRF6Cej 111LA JUL 201011 PERMIT CENTER WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA ELECTRICAL OUTLINE SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 E3.00 PROVIDE 1" FIRE TREATED PLY WOOD BLOCKING OR 20 METAL STRAPPING BEHIND FIXTURES UP TO 7' -0" AFF G WALL TO REMAIN LEASE LINE VERIFY WITH TENANT COORDINATOR 51' -QY" 42' -03/" 35' -03/" 6" JAMB FOR RECESSED GLAZING CHANNEL. PANDORA CASEWORK BY NK NEWLOOK, INSTALLED BY NK NEWLOOK AND CONTRACTOR. SEE SHEET A2.3 EXISTING COLUMN FILL IN DENTS AND PAINT, PT -1 SS -1 ENTRY SURROUND S. STL. G TOILET PA'ER DISPENSER -- =MEMO ---- AMID - SINN -f-J SE 'VICE HALL AY 1/2" TEMPERED GLASS STOREFRONT DOORS AND WINDOWS — ALIGN NG ELECTRICAL PANEL BE RELOCATED SEE ELECTRICAL MEN WINGS SED GLAZING CHANNEL. PROVID PT -1 FO 5/8" PLY WOOD SHEET PAINT PHONE PANEL, ALARM, VIDEO ET WORK GEAR, ALIGN FACE OF WALL WITH END OF FIXTURES 35' -03/" PROVID 20 METAL STRAPPING BEHIND FIXTURES UP TO 7' -0" AFF TRASH 3' 4, O 8' 16' SCALE: 1/4"= 1' -0" FLOOR PLAN NOTES 1. DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE 2. FOR PARTION INFORMATION SEE DRAWING A6.4 3. FOR DOOR & HARDWARE INFORMATION SEE DRAWINGS A6.4 4. PROVIDE WALL BACKING AT CASEWORK AND OVERHEAD SHELVING LOCATIONS. 5. SEAL PENETRATIONS IN FIRE -RATED PARTITIONS PER SBC SECTION 712 6. CASEWORK IN RETAIL SPACE SUPPLIED BY NK NEWLOOK AVD INSTALLED BY NK NEWLOOK AND CONTRACTOR. 7. CASEWORK IN STAFF ROOM F.C.I.C. 6. DOOR DIMENSIONS A. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION CORNER TO HINGE SIDE OF DOOR OPENING IS 6" (U.O.N.) B. DIMENSION TO PUSH SIDE OF DOOR: MIN DIMENSION FROM PARTITION CORNER OT TH LATCH SIDE OF A DOOR OPENINGS IS 12" ON THE PUSH SIDE OF THE DOOR (U.O.N.) C. DIMENSION TO THE PULL SIDE OF DOOR: MIN DIMENSION FROM A PARTITION CORNER TO THE LATCH SIDE OF A DOOR OPENING IS 18" ON THE PULL SIDE OF THE DOOR (U.O.N.) ELEC 0 WALL LEGEND EXISTING 1 —HR RATED WALL EXISTING NON —RATED WALL NEW WALL 0 0 0 CD SEPARATE PERMIT REQUIRED FOR: eahanlcai Electrical elumbIng Comas Piping City of Tukwila BUILDING DIVISION , S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 REGISTERED ARCHITECT atax-tajteeezzate-•t-- STATE OF WASHINGTON FILE COPY Parrett No. ,to IV- 0 PIMr .# f J approval is subject to errors and omissions. constrdction documents does not authorize t; : c i of any adopted code or ordinance. Receipt a: L proveu Ficxi Copy and conditions is acknowledged: - ���.! /I►,1.o By Date: c7' -8-1/ City Of l'Ukwila BUILDING DIVISION Construction Set 9.14 .2011 PANDORA" REVISIONS No changes shall be made to the scope of Work without prior approval of Tukwila Building Division. 1:r17.: revisions will require a new lan submittal c.nd may include additional plan review : -$ REVIEWED FOR CODE COMPLIANCE APPROVED 21 201w,1',n kTJN` City SEP of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK ILA SEP 19 2011 PERMIT CENTER REVI!IO\J NO,__L TF I E LD SOUTHCENTER 516 SOUTHCENTER MALL STOREFRONT 588 SEATTLE, WA 98188 MALL COMMENTS 8.19.2011 SITE CHANGES 8.25.2011 OWNER CHANGES 8.29.2011 FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 t;1-2J10 A2.1 SS -1 @ 9'-6" AFF, TYP 30' -1Y" V.I.FWI FIXTURES, TYP. WB SOFFIT GWB SOFFIT 14' - 0" A.F. - 3 1/2" A.F.F. 4' -11%" 11' -0" ACT -1 A.F.F. CEILING MOUNTED EXIT SIGN NTER W/ WALL PHIC SS -1 © 9'-6" AFF, TYP SOFFIT 0" A.F.F. CENTER LI ABOVE FIXTURES 1 CLOT SUPPLY AIR DIFFUSER, TYP REFLECTED CEILING PLAN GWB SOFFIT 7' - 3 1/2" A.F.F. CONTINUOUS OPENIN . FOR RETU A 0 1' 2' 3' 4' 8' SCALE: 1 /4 "= 1' -0" LIGHTING SCHEDULE TYPE SYMBOL MANUFACTURER/ ITEM NUMBER FINISH LAMP VOLTAGE WATTAGE LOCATION P FLOS / ZEPLIN S1 FU980009 - T10 HSLOGEN 120 150 SALES FLCOR - CENTER OF ISLAND OR FOCAL AREA Q N1 0 AMERLUX / C3R1- 26- LED -E -WT 120- NF -WT- 3000 -DIM WHITE LED 120 30 CENTER BACK AREA N2 AMERLUX / C3R -2 -26 - LED -E -WT- 120- FL- FL -WT- 3000 -DIM WHITE LED 120 60 OVER CASES [•L] W AMERLUX C3R2- 26- LED -E -WT- 120- WF- WF -WT- 3000 -DIM WHITE LED • 120 68 ALONG PERIMETER Uri T -TRACK - NO 120 - TRACK FOR WINDOW LIGHTS AMERLUX /GES204-3 T1 0 AMERLUX C3TV-30-LED-E-WT-TN1-120-FL-3000-DIM WHITE LED 120 35 ALONG WINDOW B WHITE CFL 120/277 LAY IN CEIUNG METALUX 2GR8- 232- A- UNIV-E88 EX LITHONIA / LQM- S- W-EL -N LED 120/277 0.71 BACK OF HOUSE EXIT EXE JUNO- NXESB- 1 -G -WH LED 120/277 3.7 FRONT ENTRANCE - EM tt:12 LITHONIA /ELM WHITE (2) 5.4W 6 VOLT LAMPS 120 10.8 BACK OF HOUSE EM1 SURE LITES / CEL- 4020 - 70-120 WHITE NO 120 12 SALES FLCOR CONCEALED EMERGENCY LIGHT W3 AMERLUX-CAV 11 LED WHITE LED 120 64 LARGE WALL GRAPHIC WALL WASHER ... 12' 16' SHEET LEGEND 1>< 11 LIGHT FIXTURE 2'X4' RECESSED FLUORESCENT (2) 32W T8 LAMPS, 58.OW INPUT LIGHT FIXTURE RECESSED LINEAR FLUORESCENT (1) T5 LAMPS PER FIXTURE, REFER TO ELEC. FOR SPECIFICATIONS o LIGHT FIXTURE METAL HALIDE ADJUSTABLE LIGHTING (1) T6 LAMP PER FIXTURE RCP NOTES GENERAL 1. ALL GYPSUM CEILINGS AT 10' -6" A.F.F. U.O.N. VERIFY STOREFRONT WINDOW HEIGHTS IN FIELD. 2. ALL ACOUSTIC LAY IN CEILINGS TO BE 9' -0" A.F.F. 3. PROVIDE SEISMIC BRACING AT ALL ACOUSTIC TILE CEILINGS PER DETAIL 1/A9.1. 4. CEILING GRIDS SHALL BE CENTERED IN ROOMS UON. 5. NOT ALL FIXTURES SHOWN ARE USED. 6. PROVIDE SUPPORT FOR SUSPENDED GYPSUM CEILINGS PER DETAIL 1 OF A9.2 7. VERIFY TOP OF WINDOW FOR CEILING HEIGHTS 8. FINAL DIMENSIONS TO RO ! ! WITH CONSTRUCTION DO NO 9. ALL STRUCTURAL LOADS THAT GO UP TO THE ROOF OR FLOOR SLAB ABOVE TO BE ON BEAMS AND JOISTS NOT ON METAL DECKS. 10. CEILING SUPPORTS TO COMPLY WITH IBC SEISMIC RESTRAINT REQUIREMENTS FOR THE APPROPRIATE SEISMIC NE HE "'OJECT. �- 0 0' LIGHT FIXTURES 1. SEE ELECTRICAL DWGS FOR EXACT LIGHT FIXTURE SPECIFICATIONS 2. SEE ELEC DRAWINGS FOR "LIGHTING SUMMARY FORM." 7. HVAC DIFFUSERS + GRILLES TO BE WHITE, UNO. LIGHT FIXTURE METAL HALIDE RECESSED FIXTURE, 22 WATTS LIGHT FIXTURE METAL HALIDE RECESSED FIXTURE, 39 WATTS LIGHT FIXTURE PENDANT, (1) T10 HALOGEN LAMP EXIT LIGHT, LED WALL MOUNTED BATTERY- POWERED EMERGENCY EGRESS LIGHT FIXTURE GYPSUM BOARD CEILING EXHAUST FAN, SEE MECHANICAL DRAWINGS LINEAR DIFFUSER PER MECHANICAL GENERAL RCP ISSUES RELATED TO MECH., PLUMB. AND ELEC. 1. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. ELECTRICAL TAKES PRECEDENCE FOR FIXTURE SPECIFICATIONS. 2. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER MECHANICAL PLANS FOR DIFFUSER PLACEMENT. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION AND OTHER TECHNICAL INFORMATION. 3. CONTRACTOR'S EVENTUAL SPRINKLER SUB - CONTRACTOR TO COORDINATE SPRINKLER HEAD LOCATIONS WITH THIS \ CEILING LAYOUT. 4. HVAC DIFFUSERS + ES E WHITE. UNO. 5. S' RINKLERS HEADS IN FRONT SALES ARE TO BE CONCEALED SPRINKLER HEADS. COVERED POP OFF COVER HEADS. 6. PROVIDE HYDRAULIC CALCS FOR SPRINKLER PLANS WITH 20 HEADS OR MORE. REVIMED FOR CODE; COMPLIANCE APPROVED SEP 21 2011 City of Tukwila CI BUILDING DIVISION ROM169/11A LA SEP 19 2011 PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 TO 206 957 6400 0 206 957 6404 1 REGISTERED I 4 ARCHITECT ate-464‘r..4661teee€42- STATE OF WASHINGTON Construction Set 9.14 .2011 PANDORA" WESTFIELD SOUTHCENTER 516 SOUTHCENTER MALL STOREFRONT 588 SEATTLE, WA 98188 MALL COMMENTS 8.19.2011 SITE CHANGES 8.25.2011 OWNER CHANGES 8.29.2011 REFLECTED CLG. PLAN b1l2-iO SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A2.2 °ASV PANDORA CASEWORK BY NK NEWLOOK, INSTALLED MY NK NEWLOOK AND CONTRACTOR. STAINLESS STEEL ENTRY SURROUND NTI ..angeo5. N-ra :a; m POSTER GRAPHIC JvIN.:3 42' -O5A" 30'. ..; tr... . M71µ4 MODIE STANDARD CASEWORK TO ADDITIONAL ADJUST E3LE SHELF BELOW 1 p1113.r it— a PANDORA , `% sTOl E I LEP.1 i a i 9opf:1 STANDARD) CASEWORK TO HAVE (2) LOCKING [» AWERS. L_A.9 T.113. '0 ::> POSTER GRAPHIC — EXTEND NEW FURRED O Vl,LL TO ALIGN FIX '. ! CASEWORK A D EQUIPMENT SCALE: 1/4 "= 1' -O" GL.5 H.1 4 JT.2 KP.1 KP.2 LA-1 MM.1 FIXTURE S i L 1 C IPTIoN ADA FIXTURE SMALL DISPLAY COUNTER LARGE DISPLAY COUNTER SMALL DISPLAY COUNTER STRAIGHT SHOWCASE STRAIGHT SHOWCASE STRAIGHT SHOWCASE CASH AND PACK COUNTER CASH REGISTER STRAIGHT SHOWCASE EARRING CASE INMENSIOVS 44" X 21 5/8" X 34" 24 3/4" x 21 5/8" x 39 3/4" 36.1 "X21.7 "X39.8" 21 3/4 " "X 21 5/8" X 39 3/4 "" 24 3/4" X 21 5/8" X 3' 314' 2'I 5/8" X 21 5/8 } 49 11/16" `55 3/4" X 21 5/8 X 39 3/4 36 1/16" X 21 5/8" X 39 3 /4" 36 3/8" X 21 5/8" X 30 3/4" 52" X 9 13/16" X :_., 18.2" X 12.6" X 40.1" r ISI°IEI NK NEWLOOK P!K NEWLOOK NK NEWLOOK NK NEWLOOK NK NL. WL._OOK t � 1L VUi.. O C1K NK NEWLOOK NK NEWLOOK Ta ;, NEWLOOK NK NEWLOOK tP1 NEWLOOK FIXTURE SCI- CRIPTTzC�r :3'I"RAIGHT SHOWCASE SHOWC ^.s'1.:: RA.1 PANDORA IMAGE FI iE :iK.2 3 T FU GI11 SHOWCASE K.3 STRAIGHT SHOWCASE MIRROR oUC1-I AND FELL DISPLAY CASE STRAIGHT SHOWCASE STRAIGHT SHOWCASE STRAIGHT SHOWCASE IL" e() ,•,:6a,,Y DIMENSK TIEW FRC 1 t.... 44 "X.191/2" 5'2" X 9 13/16" X 16 1/2" 1r x z "x11" 35 3.8" X 913/16" X 86 9/16„ 353/8" X 9 13/16" X 86 9/16" I T gJ 2 5 5/16" X 86 19/32" 118 1116" X 12 9/16" X 41 1/8" 175/8 "X93/4 "X865/8" 17 5/8' X 9 3/4" X 86 5/8" 32 13/16 X 15 15/16" X 55" RAP - LOOKING E-.. -7 NK NEWLOOK NK NEWLOOK NK NEWLOOK NK NEWLOOK NK NEWLOOK NK NEWLOOK CHIPPENHOOK NK NEWLOOK NK NEWLOOK NK NEWLOOK 12' 16' CASEWORK & EQUIPMENT NOTES `SEE SEPARATE PANDORA DESIGN GUIDE FOR CASEWORK TYPES AND UNIT DIMENSIONS. `'. SEE ELECTRICAL DRAWINGS FOR CIRCUTING AND OUTLET TYPES. ELEC DRAWINGS TAKE PRECEDENCE OVER ARCH DRAWINGS FOR TECHNICAL OUTLET INFO, ARCH DRAWINGS -TAKE PRECEDENCE OVER ELEC; DRAWINGS FOR DIMENSIONAL LOCATION. WI If-HS DRAWING NG s A KLS PRECEDENCE OVER ELECTRICAL DRAWINGS FOR DIMENSIONAL LOCATION OF ELECTRICAL, LOW—VOLTAGE & OTHER DEVICES. 4. PROVIDE BACKING AS REQUIRED FOR CASEWORK AND FIXTURE ATTACHMENT 5. FINAL DIMENSIONS TO BE PROVIDED WITH CONSTRUCTION DOCUMENTS SET SEI A : Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 (!;) 206 957 6400 U 2.06 957 6401 REGISTERED ARCHITECT STATE OF WASHINGTON.' Construction Set 9.14 .2011 PANL)6 WESTFIELD SOU TENTER 516 SOUTHCENTER MALL. STOREFRONT 588 SEATTLE, WA 98188 t,;ltr BUILDI€m% RECEIV IiYOFTU LA SEP 19 2011 PERMITCI TER IM CASEWORK AND EQUIPMENT PLAN SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAf= 10008.03 MMIMNI WB -1 8 WB -1 A9.1 WLF -1 FLOORING. PROVIDED BY OWNER JNSTALLED BY GC. MALL TI WLF -1 4�l�fG\ 1 L'I ► l•J i'1'L�PJ •1:1Le7 3.7 i 1.19`1 C _ � 1 BL1` 1: I0DRI ►13C.\ IIITJAZC1I :I_I`1 gi I0: L. J HI Hit - ■ LL i •, 4 3 A2 INUILL AREA II.Iciric 1 CACC I INF WTI-1 MAI 1 TILE WLF -1 u I L 1 RESTROOM4 102 49.4 Sy/ o m w Lj o0 T BACKROOM ( 101 ) 1 1 WLF- ASE BID, i BID ALTSNTE VCT -1 i FOR BACK R0011 —� / 1 T ®11111111 SAFE J-- WB -1 REF 1 _1_ pr FINISH PLAN 01'2'3'4' $' SCALE: 1 /4 "= 1' -0" VINYL FLOORING AS SCHEDULED, INSTALL PER MFR'S RECOMMENDATIONS FLOOR TRANSITION SCHLUTER- RENO T T9/25 AE SATIN ANODIZED ALUMINUM TRANSITION WOOD LAMINATE AS SPECIFIED. SEE ATTACHED FLOOR INSTALL INSTRUCTIONS SCALE: 1/4 "= 1' -0" MALL TILE FLOORING , INSTALL PER MFR'S RECOMMENDATIONS 12' 16' FINISH PLAN NOTES 1. FOR FINISH SCHEDULE SEE DRAWING A6.1 2. FOR MATERIAL SCHEDULE SEE DRAWING A6.1 3. PROVIDE TRANSITION STRIPS AT ALL DISSIMILAR FLOORING MATERIALS. 4. GWB CEILINGS TO BE PAINTED. 5. RETAIL FLOORING TO BE PROVIDED BY PANDORA. 6. BACK ROOM AND RESTROOM FLOORING TO BE PROVIDED BY CONTRACTOR. FLOOR TRANSITION SCHLUTER- RENO T T9/25 AE SATIN ANODIZED ALUMINUM TRANSITION WOOD LAMINATE AS SPECIFIE SEE ATTACHED FLOOR INSTA INSTRUCTIONS SCALE: 1/4"= 1' -0" S A B A rch Itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 REGISTERED ARCHITECT atolet-tadlteeizzaw•t- STATE OF WASHINGTON Construction Set 9.14 .2011 PANDORA" WESTFIELD SOUTHCENTER 516 SOUTHCENTER MALL STOREFRONT 588 SEATTLE, WA 98188 bl12%o REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21. 2011 City of Tukwila BUILDING DIVISION rttetIV o CITV OF TUK MLA SEP 19 2011 PERMIT CENTER FINISH FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: AS NOTED SEW AAF 10008.03 A2.4