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Home My WebLink AboutPermit D10-235 - WESTFIELD SOUTHCENTER MALL - BEAUTY WORKS - TENANT IMPROVEMENTBEAUTY WORKS 182 SOUTHCENTER MALL D10 -235 City AI'ukwila 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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 182 SOUTHCENTER MALL TUKW Suite No: Project Name: BEAUTY WORKS Permit Number: D 10 -235 Issue Date: 10/05/2010 Permit Expires On: 04/03/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: Address: Contractor: Name: BALL CONSTRUCTION Address: 315 E 33 RD , SPOKANE WA 99203 Contractor License No: BALLCC *919PE Phone: Phone: 509 - 370 -2656 Expiration Date: 10/05/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT: INSTALL NEW NON -LOAD BEARING PARTITIONS, ACCESSIBLE RESTROOM, LAUNDRY (STACKED), RETAIL FIXTURES, NEW POWER, LIGHTING, REUSE EXISTING HVAC UNIT, DUCTWORK AND REGISTERS, NEW STOREFRONT SYSTEM (BY WESTFIELD CORP). Value of Construction: $123,000.00 Fees Collected: $2,746.22 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -235 Printed: 10 -05 -2010 City dinukwila • 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 Permit Number: D10-235 Issue Date: 10/05/2010 Permit Expires On: 04/03/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 1,0-s -cb 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o • e - o ance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: - (-t,C> () Date: 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. doc: IBC -10/06 D10 -235 Printed: 10 -05 -2010 • 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:/lwww.ci.tukwila.wa.us Parcel No.: 9202470010 Address: 182 SOUTHCENTER MALL TUKW Suite No: Tenant: BEAUTY WORKS PERMIT CONDITIONS Permit Number: D10 -235 Status: ISSUED Applied Date: 08/30/2010 Issue Date: 10/05/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D10 -235 Printed: 10 -05 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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 m 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 mrn) 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) 20: 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) 21: 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) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: 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) 24: 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) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 ram) wide. The word "EXIT" shall have letters having doc: Cond -10/06 D10 -235 Printed: 10 -05 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 32: Maintain sprinkler 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) 33: 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) 34: 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 sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: 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. ( FIRE ALARM NOTIFICATION UPGRADE REQUIRED. ALL FIRE ALARM DEVICES TO BE TIED TO MAIN MALL FIRE ALARM PANEL.) 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: Post address on storefront per approved Westfield standards. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D10 -235 Printed: 10 -05 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -235 Printed: 10 -05 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwi la. wa. us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: ) 1-1-N 7/N 4-c_ Date: (© ordinances governing or local laws regulating doc: Cond -10/06 D10 -235 Printed: 10 -05 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. t 0-1 1 e Plumbing/Gas Permit No. VC, (p— 1 'i 2 Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 182 SouthCenter Tenant Name: Beauty Works Property Owners Name: Management: Westfield Corporation King Co Assessor's Tax No.: -10) ,)_4-7--orir el Suite Number: 600 Floor: 1 New Tenant: ❑ Yes ..No Mailing Address: 633 SouthCenter Seattle, WA City State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Greg Cazzanigi, Owner of N.W. Beauty, Inc. Mailing Address: 5320 E. Sprague Avenue E -Mail Address: greg @nwbeauty.com Day Telephone: (509) 483 -9500 Spokane Valley, WA City State Fax Number: (509) 483 -9530 99212 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: J€4414-13e4" v/ G,00, IA c/ Mailing Address: 815 E. 33rd Avenue Contact Person: John Ball E -Mail Address: johnballconst @yahoo.com Contractor Registration Number: CCO1 BALLCC" 919PE Spokane, WA City State Day Telephone: (509) 370 -2656 Fax Number: Expiration Date: 10/05/1112 99203 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Jerry M. Shogan, Architect Mailing Address: 17311 N. Golden Drive Contact Person: Jerry Shogan E -Mail Address: jerryshoganarchitect @comcast.net Colbert, WA City State Day Telephone: (509) 467 -9012 Fax Number: (509) 366 -3130 99005 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: (Not Applicable) Mailing Address: Contact Person: E -Mail Address: H:\Applicat ions \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 123,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant Improvement: Install new non -load bearing partitions, accessible restroom, laundry (stacked), retail fixtures, new power, lighting, reuse existing HVAC unit, ductwork and registers, new storefront system (by Westfield Corp) Will there be new rack storage? ❑ Yes m.. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 1,925 1,925 0 0 IIB M,A3,B 2' Floor 0 3`d Floor 0 Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing 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. BUILDING OWN i RIZED AGENT: Signature: Print Name: hn Ball Mailing Address: 815 E. 33rd Avenue Date Application Accepted: Q ( c) Date: �a�l Day Telephone: 5093702656 Spokane, WA City State 99203 Zip Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line \2010 Applications \7-2010 - Permit Application.doc Revised: 7 -2010 nh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: D10 -235 Address: 182 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/30/2010 Applicant: BEAUTY WORKS Issue Date: Receipt No.: R10 -01978 Initials: User ID: Payee: WER 1655 Payment Amount: $1,666.15 Payment Date: 10/05/2010 08:26 AM Balance: $0.00 JOHN BALL CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5574 1,666.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,666.15 1,661.65 4.50 doc: Receipt -06 Printed: 10 -05 -2010 • City of Tukwila Department of Coninimity 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 RECEIPT Parcel No.: 9202470010 Permit Number: D10-235 Address: 182 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/30/2010 Applicant: BEAUTY WORKS Issue Date: Receipt No.: R10 -01710 Initials: User ID: Payee: WER 1655 Payment Amount: $1,080.07 Payment Date: 08/30/2010 09:02 AM Balance: $1,666.15 JOHN BALL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5226 1,080.07 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000.345.830 1,080.07 Total: $1,080.07 PAYMENT aPtrtFIVFr doc: Receiot -06 Printed: 08 -30 -2010 INSPECTION .;RECORD :Retain -a copy with permit ''.. • INSPECT` ON NO. • _ . : RMIT NO. CITY OF TUKVI/iLA':'B'UILD'�NG.:DIVII 1),1 X35. ION • (20 . 6300 Southcenter Blvd. ;. #100, Tukwila: WA•'98188 31 -3670 Per`mit Inspection•Request Line (206) 431:2451 Project: ev42o '- d/2 £S Type of Inspection: .• for /r1b9 / Address: _2 X09// Date Called: Special Instructions: Date Wanted: _ // b? ti/- /a p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval: r CO ENTS: s A , ,.. -- aT ector: REFECTION FEE REQUIR pa at 6300 Southcenter Blvd. Su Date: ri r to next inspection, fee must be e-1'00. Call to schedule reinspection. � ,•• • . . • '.." INSPECTION RECORD Retain a copy with permit INSPEeTTON NO. PERMIT NO. Lo( -23,r1 F-- .CIT-Y OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ' Project .ft LS-eka t 1. cinspiohijok.. Type o5.,..4 . I I-1 "elf Address: ? rt. 1 itAgi Date aC I Special Instructions: _ Date Wanted: / l'Iq' fd 137r/.311. Requester: Phone No: ..■°.--- _ - • • . INSPECTION RECORb Retain a copy with permit • • INSPECTION NO. ' PERMIT NO. • • 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,:ltilgO, Tukwila. WA 98188 - . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projegezt it xi wor3; Type/ of Inspec on.* Address. i 1 8 ?.... ..5 c AAA-0 . Date Called: - - Special Instructions: . . • • . . Date Wanted: 1 t . i,. Requester: Phot;8 N, o11 ,.." Approved per-aPplieable Codes. Corrections required prior to approyal. .." COM'MENTS: 6z 41.0.1— IDate://.... 7,10 INSPECTION FEE. EQUIREb Prior to next inspection. fee must be id at 6300 Southceri qr BLvd.. uite 100..Catt to•sehedule reinspection. • • • ' INSPECTION RECORD Retain a copy with .permit . INSPECTION NO: PERMIT NO • CITY.O.F TU'KWI'LA B;U.ILDING.DIVISION 6300 Southcenter.BIvd., #100;•Tukwitfa. WA 981'88. (206) 431. 3670. • Permit Inspection Request Line (206) 431 -2451 •.1•-• • Pro' ct: c. j p Type of spection: N Ad'dress= ? Date Called: Special ln'structions:. • . -•- - - — — Date Wanted: + L. r ,�"" aim. p.m. Requester: Phone No: 5 0 — ^� 3 - a - 2 4 5 70 ly1,.Approved per applicable codes. COMMENTS: • Corrections required•prio.r to approval:. . ; • • r • O R .pa Date: . - /(• 1 ' '0 PECTION FEE: EQUIRED: P, iorto hezt..insp'ection. fee must be ••• at 6300 Southcenter Blvd.: S to 100. Cale io schedule reinspection: . r INSPECTION NUMBER INSPECTION RECORD Retain a Copy •with permit �:. • . 'PERMFrtNUMBERS CITY OF T.UKVVILA FIRE DEPARTMENT . 444 Andover Park East, Tukwila , Wa. 98188 206- 575 -4407 Project: � S . Type of spection: Address: / Suite #: S. Contact Person: Special Instructions: Monitor Phone No.: proved per applicable codes. riCorrections required prior to approval. COMMENTS: 04 Lirr r e d rn +'cam- ci + -' P r+j "bra Obi) fie. fiLoo4L Needs Shift Inspection: y Sprinklers: Fire Alarm : V Hood & Duct: 0 Monitor 6 3 J Pre -Fire: Permits: _ Occupancy_ Type 11 .- _ , .ra. T .... • Date: 0117/41 Hrs.: I n $80.00 REI:NSPECTION! -FEE. REQUIRED. l ou will 'receive an. •invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. • Word /Inspection Record Forin.Doc 1/13/06 T.F.D. Form F.P. 113 • • INSPECTION RECORD Retain a coptwith permit 0/6 2. a io _2„1.0"-• • ! NUMBERS. CITY'OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East Tukwila Wa. 98188 206-575-4407 • INSPECTION NUMBER PERMIT project: Be 4.4 Lao, 2 it.,s a 4 ;1 Type of Inspection: 5P 4 ot,oce- Address: / 82 S.G. #1ALL Suite #: Contact Person: T., •re7 Special Instructions: 1. . i Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: ok C.6 vie et. . 2,) *CO d16 h ead4 4 4,1, 642 .. 40 7 4') /502;3 1147/1 Needs Shift Inspeciron:. • ---°- Sprinklers: ' Fire Alarm: - Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: IIiisPectoi: AO/ 3 . . '. • .•-.7 1 . Date:. • - Hrs:.: S80.00.REIRSPECTION FEE REQUIRED. You 11 receive an invoice from he City of Tukwila'Finance Departmeni. Call to schedule a reinspection. Word/Inspection Record Form.Doc . X13/06.:' T.F.D. Form F.P. 113 : f • of Tu Jim Haggerton, Mayor Department of Community Development September 8, 2010 Greg Cazzanigi 5320 E Sprague Av Spokane Valley, WA 99212 RE: Correction Letter #1 Development Permit Application Number D10 -235 Beauty Works —182 Southcenter Mall Jack Pace, Director Dear Mr. Cazzanigi, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No D10 -235 W:\Pennit Center \Correction Letters \2010\D10 -235 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • Building Division Review Memo Date: September 2, 2010 Project Name: Beauty Works Permit #: D10 -235 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As of July 1 2010 City of Tukwila adopted the 2009 International Building codes. Please review plan sheets and revise plan notes to show plans and details in compliance with the current 2009 International Building codes including 2009 UPC, 2006 WSEC, 2003 ANSI as well as all other related local building codes. Code references shall be noted on the cover sheet. 2. Egress plan shown with emergency illumination indicated will not provide sufficient emergency pathway illumination. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) 3. Mechanical ventilation shall be provided at each station that creates odors, fumes or vapors. Show mechanical ventilation over each beauty station. Mechanical ventilation shall discharge directly to an approved location at the exterior of the building. Ventilation shall not be recirculated to another dissimilar occupancy. Ventilation shall be designed to supply the minimum outdoor airflow rate determined in accordance with Table 403.3. Please show mechanical ventilation for stations requiring ventilation. Also on the mechanical drawing shows a reference key (3). Remove the key (3) or provide notes for that key reference. This information shall be included in the mechanical permit. (IMC Chapter 4 with Washington State Amendments) 4. This tenant requires two exits. The back door (105) is a required exit and leads to the rear exit corridor. However the corridor exit door swings in the wrong direction. Required exit doors shall swing in the direction of egress travel. Show that corridor door reversed to swing in the direction of egress travel. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • 1 PER PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -235 DATE: 09 -17 -10 PROJECT NAME: BEAUTY WORKS SITE ADDRESS: 182 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: guiiding Ivision Public Works ❑ Fire Prevention Structural Planning Division 111 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-21 -10 Not Applicable n 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 10 -19 -10 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing stip.doc 2 -28 -02 • City of Tukwila . Steven M Mullet Mayor Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.waus Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: ( 1 " - - i 1 0 Plan Check/Pertnit Number D10-235 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City BuilAing Inspector or Plans Examiner Project Name: Beauty Works Project Address: 182 Southcenter Mall Contact Person: T.ey Irk/ S ►1e 3 n Phone Number: 50q/ l % - CD / Summary of Revision: M revised shee-k arc Gtouded w i-k t rev 1sl on r eked amend e..o r rer_. -i a . I� nf e, i 1 2) s� � E- 3_) sew. M -1 '4) sew A -2 A .1720M PElMRCENT13i Sheet Number(s): T — ( l 41 1 A2) A3 1 P —1 I M 1) "Cloud" or highlight all areas of revision including rev' Received at the City of Tukwila Permit Center by: in E n t e r e d in P e r m i t s Plus on —7 — [q-( 1applicadmnlfonns applicatimn on tinekevision submittal Created: 8-13 -2004 Revised: • PEA �T ,�O k COPY • R 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -235 DATE: 08 -30 -10 PROJECT NAME: BEAUTY WORKS SITE ADDRESS: 182 SOUTHCENTER MALL X Original Plan ubmittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP RTMENTS: Id g iv ion 1911 -WO Public Work Pu s Ire Prevention r ] Plannirig Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08 -31 -10 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions ❑ DUE DATE: 09-28 -10 0 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (13-9-" CORRECTION LETTER MAILED: ID Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: cuc Documents/routing slip.doc 2 -28-02 La 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 Property Street Address c.-4 (i JA , Gl City ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ 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 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 / ty Sink, bar or lavatory 2 1 / 7 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 spy 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 ( Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE �-1 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B // c S RCE RCE RECEIVED AUG 3 0 2010 PERMIT CENTER 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 certifytFTat:the information given is corre . I underst.. • that the capacity charge levied will be based on this information and any deviation will require resubmission of co}f�fect- - =f9r determination of a revised capacity charge. Signature of Owner /Representative /(/ / Date Print Name of Owner /Representative 1058 (Rev. 9107) White - Kina County Yellow - Local Sewer Aoencv Pink - Sewer Customer Contractors or Tradespeople Peter 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 BALL CONSTRUCTION UBI No. 602958672 Phone 5093702656 Status Active Address 315 E 33Rd License No. BALLCC'919PE Suite /Apt. License Type Construction Contractor City Spokane Effective Date 10/5/2009 State WA Expiration Date 10/5/2011 Zip 99203 Suspend Date County Spokane Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JOHNBBC90509 JOHN BALL CONSTRUCTION INC Construction Contractor General Unused 9/29/2010 9/29/2012 Active Business Owner Information Name Role Effective Date Expiration Date BALL, JOHN HOWARD Owner 10/05/2009 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 1 PLATTE RIVER INS CO CLB2712817 09/28/2009 Until Cancelled $12,000.00 10/05/2009 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 1 OHIO CAS INS CO 54270694 09/28/2009 09/28/2011 $1,000,000.00 08/04/2010 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 10/05/2010 JERRY M. SHOGAN ARCHITECT ARCHITECTURE. FACILITIES PLANNING•INTERIOR DESIGN. N. 1 731 1 GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 FAX 466-3130 E-MAIL: J.SHOGANARCH @MSN.COM 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. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila sulumG DIVISION I REVIEWED FOR CODE COMPLIANCE APPROVED SEPP 2 8 2010 -AT City of BUILDING kwila IVISION FE LE C P Permit No., t)10"--1-9A- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tr, violation of any adopted code or ordinance. Receipt n: approved Field Copy and conditions is acknowledged: By fry Date' City Of Tukwila BUILDING DIVISION NORDSTROM BE,1tiY WO 600 0 0 macys ❑ ❑ 0 SEARS CORRECTION LT R# RECEIVED e aut ors T7 .JCPeriney 4wilae U O ci) p. 72) to IU�•��J - ra) �o— z�s a� 182 Southcenter Mall, Tukwila, Washington Corrected Plan Review Set: September 14,2010} / B AU y WORKS SPAC 600 182 SOU C UKVVILA WA 98188 N R MALL, PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS, SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. a PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WARE WASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NON - RATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, U.N.O.. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS, 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 182 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP - Si APPLICABLE CODES: 200' T°' ' TIONAL B• 11G ODE WITH WASHINGTON STATE AMENDMENTS 2009 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2009 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2009 WASHINGTON NON RESIDENTIAL ENERGY CODE 2009 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 2003 ANSI ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 1,925 SQ. FT. Si - STOCK 251 SF /300= 1 M - SALES 1,674 SF /30 = 59 TOTAL OCCUPANT LOAD 60 PROPOSE USE: MERCANTILE- RETAIL ARCHITECT: Jerry Shogan, Architect 17311 N. Golden Drive Colbert, WA 99005 t: 509 - 467 -9012 (c) 509 - 768 -8328 f: 509 - 466 -3130 PROJECT MANAGER: Jerry Shogan MECHANICAL & No Consultant Provided PLUMBING: Existing HVAC will be used g \ ) 1 J 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX - RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTOR ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. 9. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE-PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 FLOOR PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A -4 INTERIOR ELEVATIONS /SECTIONS A-5 INTERIOR ELEVATIONS F -1 FIXTURE PLAN PLUMBING P -1 PLUMBING PLAN NOTES AND SCHEDULES MECHANICAL M -1 HVAC PLAN & NOTES M -2 MECHANICAL SPECIFICATIONS Q i ELECT. AL E 1 ELECTRICAL POWER /LIGHTING PLANS CODE F� CO ®E OOMPLIA APPRnVE SEP 2 8 2010 r� of Tukwila City �i'a TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T SITE PLAN ®U�Ldll�(,7 �IVI� VICINITY MAP V s.I PROJECT LOCATION SEPARATE SUBMITTALS I f maCyS J FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. N•RDSTROM �-! en -� JC J n ey SCOPE OF WORK SOUTHCENTER PKW BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL /LIGHTING SYSTEMS. ON SITE: NO WORK 6 U4DTYRORKS V i SEAR „ { SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL SEE OTHER DESIGN DISCIPLINES ABBREVIATIONS ARCHITECTURAL SYMBOLS ACOUS, ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR SLAB ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM (SLAB) ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.LP. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.0. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F, DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG, DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS,LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW I - - - I ITEM S i 0 MATERIALS REVISION CLOUD OR N.I.C. DETAIL IDENTIFICATION DETAIL PROJECT NORTH CUT LINE - DEFINES THE r ARROW �- �� J DETAILED ELEMENT . A8.01 ,, TRUE NORTH ASII AND DELTA GYPSUM BOARD _ - SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION @io, CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7,01 LOUVER - SHEET WHERE DRAWN BUILDING SECTION itp DETAIL IDENTIFICATION 6 EQUIPMENT - A3.01 SHEET WHERE DRAWN ® EXTERIOR ELEVATION DETAIL IDENTIFICATION ROOM $ ROOM-ROOM INDICATOR MARK 50' -0" A.F.F. WORK, CONTROL CONCRETE ITEM S.O.LC OR S.I.C. EARTH -DOOR CODE - . REFER TO GRAVEL CMU OR BRICK OR DATUM POINT SCHEDULE SLOPE DOWN RECITE OR 1/8" PER FOOT MARK SLOPE DIRECTION NEW CONSTRUCTION - SHOWN SOLID WITH DATUM MARK PLYWOOD RIGID INSULATION WINDOW SPRINKLER MAIN - REFER BATT INSULATION WOOD MEMBER TO SCHEDULE ir CONSTRUCTION EXISTING TO REMAIN MARK - SHOWN LIGHT BACKGROUND WOOD BLOCKING %- PROPERTY LINE EQUIPMENT IN N = mi FINISHED WOOD NUMBER -REFER TO SCHEDULE FENCE ACOUSTICAL TILE f STEEL x x x x x x x x MARK EXISTING CONSTRUCTION TO BE NAME ALUMINUM BREAK LINE REMOVED - SHOWN DASHED A3.02 SHEET WHERE DRAWN 100 --ROOM NUMBER INTERIOR ELEVATION IDENTIFICATION \ - € E.I.F.S. V - \ ® SOUND INSULATION COLUMN GRIDS WALL TYPE MARK y RECEIVED / DETAIL 5.03 6 411* WALL TYPE Q FE FIRE EXTINGUISHER SEP 17 2010 SHEET WHERE DRAWN NOTE PERMIT CENTER istior CE I11 CITY OF TUKWILA CORRECTED SHEET JERRY M. SHOGAN, ARCHITECT 1731 1 N, GOLDEN DRIVE COLBERT, WA 99005 (509) 467-901 2 - FAX (5091 466.31 30 jerryshoganarchitect @comcast.net REGISTERED ARCHITECT STATE OF WASHINGTON ;ft. Lt CI ° W Z‘)°45 m Z 0 r■C:) „S a � a 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS 9/14/10 JOB TITLE: B EAUTY WORKS 182 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: PROJECT INFORMATION DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8 -24 -1 ❑ DRAWING NO. T -1 OF . SHEETS WALL PARTITION ATTACH TO ' GWB BY LL 6 SLOTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE 3 5/8" 20 GAGE METAL 2X4 SUSPENDED CEILING OR GWB\ STRUCTURE ABOVE SALES SIDE - 2X4 SUSPENDED /CEIUNGOR GWB - - i., 2X4 SUSPENDED CEILING OR GWB CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH 3 5 8" 20 GAGE METAL STUDS AT 16" O.C. WITH GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. TENANT SIDE SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. 145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT 6011-1 SIDES 1 1 3 5 8 20 STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD TO 6 ABOVE a S 5/8' 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. ONE LAYER 5/8 GYPSUM FINISHED CEILING..` BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. STOCK ROOM SIDE 4 STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES 4 FOR FLOOR FINISH ,v NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. �,,,r / NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. ,i NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH %!� / MUST BE SCREWED TOP SIDES. 0 WALL PARTITION <>WALL PARTITION 0 1 HOUR WALL PARTITION UL N0. U465 L_` 6' SLOTTED TRACK _ (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR VENTILATION RETURN TENANT SIDE 1 r 1 1 ATTACH TO STRUCTURE ABOVE '1 i. '� 6 SLOTTED TRACK ATTACH TO R EQ.) STRUCTURE ABOVE 3 5/8" 20 GAGE METAL TENANT SIDE i . CEILINSGU OR GWB 1- -- i 1 -- STOCK ROOM SIDE STUDS AT 16" 0.C. WITH ONE LAYER 5/8" GYPSUM BOARD. ` . >6" 20 GAGE METAL STUDS AT 16" 0.C. WITH ONE LAYER 5/8" GYPSUM BOARD. 3 5/8" 20 GAGE METAL STUDS AT 16 O C. WITH " ." 20 GAGE METAL STUDS AT 16" 0.C. WITH ONE LAYER 5/8" GYPSUM BOARD. " 3 5/8 20 GAGE METAL ., STUDS AT 16 O.C. WITH f ONE LAYER 5/8 GYPSUM ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDES. " " 1 CORE BD. 2 -1/2 CT STUD ' GWB SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN.145 AT 18 O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN..145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH ¢ F S NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. <>WALL PARTITION UL NO. U465 <>WALL PARTITION UL NO. U465 0 1 HOUR WALL PARTITION UL NO. U465 8' -6" 2 1 /4" EX'G ELECTRICAL PANELS INSTALL SUB METER AS PER CITY OF TUKWILA STANDARDS 105 Alta 106A 5'- " 4. I W/D (STACKED, a P1 1 11 STOCK ROOM 106 — 10" 4' -5" (104) RESTROOM 104 P2 N in 5' -7„ -� 3' -9" EXISTING DEMISING WALL TO REMAIN 5' -0" 2' -3" SHAMPOO 107 5' -0" 006B) rs KEY NOTES EXTEND RESTROOM AND EXIT HALL WALLS TO UNDERSIDE OF DECK ABOVE; X 5' -0„ —6" RELOCATED STOREFRONT SYSTEM FROM PREVIOUS OUTLET\ SALON 103 14' -0" REVIEWED FOR CDE COMPLIANCE APPWWED St? 2B "Z111 City oqUIviIa � BUILDING DIVISION CASH WRAP 102 0 N) If COUNTER MUST COMPLY AALACG/ANSI -Al 17.1 -200.3 9' -6" LEGEND DENOTES EXISTING WALL DENOTES EXISTING WALL TO BE REMOVED DENOTES NEW METAL STUDS W /SOUND BATTS DENOTES NEW METAL STUDS EQ RETAIL 101 2, 1 EQ 32' -0" 0 gyp- 2.35 NEW TENANT PERIMETER WALL BY LANDLORD NEW STOREFRONT AND ENTRY DOORS BY LANDLORD —0 GENERAL NOTES 1. TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON -SITE TENANT COORDINATOR BEFORE PROCEEDING WITH THE WORK. 2. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. 3. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE LOCAL FIRE DEPARTMENT REQUIRES THE SUBMITTAL OF CUT SHEETS FOR ALL INTERIOR FINISHES FOR FIRE DEPARTMENT APPROVAL. 4. DEMISING WALLS ARE NOT DESIGNED TO SUPPORT MERCHANDISE OR FIXTURE. WALL FIXTURE LOADS MUST BEAR ON AN INDEPENDENT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. 5. INSTALL 3" SOUND BATTS AT ALL RESTROOM WALLS RECEIVED SEP 17 2010 PERMITCENTER BEAUTY WORKS 600 KEY PLAN CITY OE TUKWILA CORRECTED SHEET DWG 00 -00 A0 -0 1/4 JERRY M. SHOGAN, ARCHITECT 17311 N, GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466 -3130 jerryshoganarchitect @comcast.net REGISTERED CHITECT fioaan JE Y M. SHAN STATE OF WASHINGTON ;*••1 w CO oa P.C.) 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE QCITY OF TUKWILA CORRECTIONS /14/10 JOB TITLE: B EAUTY WORKS 182 S ❑UTHCENTER MALL TUKWILA, WA S HEET TITLE: FLOOR PLAN DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT N❑. DATE 2010-03 B-24-10 DRAWING NO. A -1 OF . SHEETS SHEET VINYL RUBBER TRANSITION STRIP - BLACK TILE TILE TO STOCK FL. TRANSITION SCALE: N.T.S. TILE THRESHOLD MALL FINISH ENTRANCE FL. TRANSITION SCALE: N.T.S. TILE METAL SLUDDER STRIP - ZINC CARPET CARPET TO TILE FL. TRANSITION SCALE: N.T.S. VINYL CARPET TO VINYL FL. TRANSITION SCALE: N.T.S. DOOR SCHEDULE SEE RESPONSIBILITY SCHEDULE ON 11. FINISH LEGEND ® sEE RESPONSIBILITY SCHEDULE ON 11. NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS 6.1 PAINT BENJAMIN MOORE "SUMMERDALE GOLD" # HC -17 FRONT ENTRY 6' —O" X T -0" BR ALUM /GLASS GLASS ALUM. BRONZE ALUM © 4, 5, 6 6.2 PAINT BENJAMIN MOORE "HENDERSON'S BUFF" # HC -15 6.3 PAINT BENJAMIN MOORE "KENDALL CHARCOAL" # HC -166 C: STOCK ROOM 3' -0" X 8' —O" METAL P -2) METAL P -2 — A O 1, 2, 5, 6, 6.4 PAINT BENJAMIN MOORE "WET CONCRETE" # 2114 -40" 6.5 PAINT BENJAMIN MOORE "BASIC WHITE" 0 RESTROOM 3' -0" X 6' -8" METAL P -2 METAL P -2 OB 1, 2, 5, 6, PAINT — — — PAINT — — 0 REAR EXIT 3' -0 "X7'-0" 20 MIN. RATED METAL P2 METAL © 3,4,5, 6, 9 PAINT — — P -2 — PAINT — - DOOR HARDWARE F -1 KENYA RUGGINE; GLAZED PORCELAIN; SIZE 13 "x13 ", 20 "x20" PLUS TRIM; "VARIATION V3 "; OA ENTRY PUSH /PULL HARDWARE W/ LOCKSET, CLOSER F -2 LEE'S CARPETS; "SQUARED "; MOONTRAIL; MOUNTAIN SHADOWS; SIZE 18 "x18 "; © PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. F -4 CARPET INTERFACE FLOR 1ST AVENUE 8144 TAUPE 19.69X19.69 F -5 QUARTZ TILE DAL TILE NQ -13 BLACK SUEDE 24X24 0 PANIC BAR HARDWARE WITH ALARM AND CLOSER F -6 CARPET INTERFACE FLOR FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 F -7 QUARTZ TILE DAL TILE NQ -50 CULTURED PEARLS 24X24 DOOR NOTES F -8 CARPET INTERFACE FLOR URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 F -9 CONCRETE EXISTING CLEAN AND SEAL 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.C. . 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEIUNG AT CASHWRAP AND OFFICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE SAFETY CODE 1997 EDITION CHAPTER 5- 2.1.5.1 5, INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL. 6. INSTALL DOOR SILENCERS. 7. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL 10C -DSTHO "HOLD OPEN ARM' 8. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE F -10 MALL TILE BY MALL CONFIRM WITH MALL F -11 VCT MOHAWK CH17 ANTIQUE WHITE 12X12 G -1 GROUT POLYBLEND 5 SABLE BROWN G -2 GROUT POLYBLEND #386 OYSTER GRAY G -3 GROUT POLYBLEND #60 CHARCOAL G -4 GROUT POLYBLEND #11 SNOW WHITE GENERAL NOTES 8-1 4.1 JOHNSONITE; COLOR: BLACK (VERIFY HT w /OWNER) 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WIDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER 2. T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A10BC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT W THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW — WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. CONTRACTOR'S NOTE FLOOR FINISH NOTES WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY AM11CO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. - -- -- Lf ii(l'\ 2---001 V " APPLICATION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. - lir B.C. 2 %06 NOTES AFTER INSTALLATION NOTES 1. INTERIOR FINISH : CLASS C: FLAME SPRD 76 -200; SMOKE— DEVELOPED 0 -450 AS PER IBC -24Grax 9.0 2. GLAZING SUBJECT TO HUMAN IMPACT LOADS AND LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH IBC ..2$6G AM11CO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. STOCK PT6.2 ROOM REVIEWED LIANC CODE CO E poanvEn SLr' 2 8 "LULU City of Tukwila BUILDING DIVISION FINISH PLAN 0 1' 2' 4' SID 2:305 RECEIVED SEP 17 2010 PERMIT CENTER CITY OF TUKWILA CORRECTED SHEET JERRY M. SHOGAN, ARCHITECT 1 731 1 N. eOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466-3130 jerryshoganarchitect @comcast.net REGISTERED CHITECT ho an JE Y M. SHOGAN STATE OF WASHINGTON ti) pmmLle ;14•. ° w CO z 4■IJ 0 P•C) 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS /14/10 JOB TITLE: B EAUTY WORKS 162 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: FLOOR FINISHES WALL FINISHES DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24-10 DRAWING NO. A -2 OF . SHEETS 9/14/10 IN SEISMIC ZONES: COMPRESSION POST © 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGES. STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0" ON CENTER EACH WAY. LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8" OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12' -0" O.C. MAX. AND 6" MAX. FROM WALLS AND SPLAYED 90° © 45' ANGLE MAXIMUM FROM PLANE OF CEILING. H.D. T -BAR SYSTEM CROSS RUNNER MAIN RUNNER 3/4" MIN. SELF - TAPPING 1 -5/8" DRY WALL SCREWS © 24" O.C. PERIMETER WIRE i 1 WALL ANGLE 1" MIN. T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVETS PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS CEILING 7:>*" 0- WALL ANGLE TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL STRUT SIZE 3/4" DIA. RIGID METAL CONDUIT 1" DIA. RIGID METAL CONDUIT MAX. LENGTH 8' -6" 10' -0" SINGLE 2 -1/2" x 20 GA. METAL STUD (MIN. =0.18 IN. 11' -6" BACK TO BACK 2 -1/2 "x 20 GA. METAL STUD 15' -0 SCREWED TOGETHER © 24" O.C. BRACING (T BAR) NOT TO SCALE 12' -0" MAXIMUM 6" 7 �, 1 4' -O" MINIMUM 0 m 82' .r° FINISH CEILING HEIGHT 0 CEILING BRACING 3 IN SEISMIC ZONES: COMPRESSION STRUTS © 12' -0" ON CENTER EACH WAY. 3/8" MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT WALL, TO CEILING MAIN, AND TO CROSS RUNNERS. PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE AT LIGHT FIXTURES ATTACH NO. 12 GAUGE HANGER WIRE WHICH SHALL BE ATTACHED TO THE GRID MEMBER WITHIN 3" OF EACH CORNER OF EACH FIXTURE, TYPICAL EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE S ONE c7 TRUCTURE ABOVE, 3» EACH END,TYP LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END (9) SUSPENDED CLG. @ LIGHT NOT TO SCALE EXIT HALL 105 HEADER HEIGHT REFLECTED CEILING LEGEND R - RXWCA RELOCATED R - RELOCATED FIXTURE N - NEW FIXTURE TRACK HEADS ® EXIT SIGN - CEILING OR WALL MOUNTED 11 A/C SUPPLY GRILLE LIGHT WITH ' EMERGENCY LIGHT - CEILING MOUNTED RETURN AIR GRILLE I 1 2 X 4 FIXTURE PRISMATIC a EXHAUST FAN w/ TIMER � 4' UNDER CABINET STRIP LIGHT ■■■■■■ 2 X 4 FIXTURE PARABOLIC ■■■ ■■■ � RECESSED DOWN LIGHT $ EXHAUST VENT GRILLE MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 9' -6" AFF STOCK ROOM 106 �N-ODE COMPLIANCE APPROVED SEP 2 8 2010 City of Tukwila BUILDING DIVISION i0 0 HEADER HEIGHT 10' -6" AFF • T SOFFIT HEIGHT 14' -0" AFF 4, HEADER HEIGHT 10' -6" AFF REJECTED CEILING PLAN 0l.! 2' 4' 6' 10' SOFFIT HEIGHT 14' -0" AFF KEYNOTES CEILING HEIGHT: 9' -6" MOUNT CAN LIGHTS IN LINE WITH THE CENTER OF MILLWORK FINAL LOCATION OF FLEXIBLE LIGHTS ARE TO ALIGN WITH CENTER OF SATe EIVED SEP 17 2010 PERMIT CENTER CITY OF TUKWILA CORRECTED SHEET JERRY M. SH❑GAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 FAX 15091 466.3130 jerryshoganarchitect@comcast.net STATE OF WASHINGTON 182 Southeenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS JOB TITLE: B EAUTY WORKS 182 S 0 UTH C ENTER MALL TUKWILA, WA S HEET TITLE: REFLECTED CEILING PLAN DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24 -1 ❑ DRAWING NO. A -3 OF . SHEETS REVISIONS: NO. DESCRIPTION DATE 3/8" METAL EDGE OR BULLNOSE TOP COURSE 30" X 36" MIRROR LEVER CONTROLS X 0 GWB (PAINTED) ON 1/2" M.R. GWB THIS WALL 2' —O" 6" 3/8" METAL EDGE OR BULLNOSE TOP COURSE SEAT COVER DISP. CD 0 rr) r0 rr) C.TILE BASE WITH 3/8" COVE 1' -6" H.C. RESTRD D M ELEV. SCALE 1/2" = NOTE; p��p UUPPPU?ED AND ED 11fECONiRACIiOR Asr PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAMS TEXT: SC901 "WHITE". FIELD "BLUE" 1 1HIK, C g�_ FIN (UNSEX REST ROOM) e— TOILET SIGNAGE UNISEX $s ISE 1'— /) d- N) 0 SCHEDULED WALL, TYPICAL 2' -6" 2'— 1'— 1) HANDICAPPE ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. LEVER CONTROLS SOAP DISP. N') X r7 TEMPERATURE SHIELDING - ON SUPPLY AND DRAIN LINES H.C. RESTRODM ELEV. OSCALE 1/2" = 1' —O" —4" 4' -6" co r�) ro 1-1/2" DIA. GRAB BARS TOILET PAPER DISP. I 0 O H.C. RESTRO D M ELEV. 0 SCALE 1/2" = 1' -0" RESTRD O M NOTES 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1 —1/2"- FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER— RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL —OUT SEE 2.02. y1' -0" 7 2' -6" 2'— 0 VIRROR L__--- ALI3N CENTER OF MIRROR & "SNAKE" LIGHTS WITH CENTERLINE OF STATION MIRROR do 00 00 00 VIR ROR N IR ROR 0 .,...-REVIEWED FOR CODE COMPLIANCE � Appp al City of Tukwila BUILDING DIVISION ff 2' -0" 3' -0" 2' -0" 3, -0" SALON WALL SCALE 1/2" = 1' -0" 8" 3' -0" 2' -0" 3' -0" 2' -0" H.C. RESTRDOM ELEV. SCALE 1/2" = 1' -0" 4' -0" == c: L J 0 N H.C. RESTRO D M PLAN SCALE 1/2" = 1' -0" RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH 0 LAVATORY AND FAUCET G.C. / G.C. HANDICAPPED ACCESSIBLE WHITE /CHROME WATER CLOSET G.C. / G.C. HANDICAPPED ACCESSIBLE WHITE O GRAB BARS G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. STAINLESS STEEL TEXTURED GRIP O PAPER TOWEL DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC © TOILET PAPER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC © MIRROR G.C. / G.C. 30" X 36" HANDICAPPED MOUNTING HEIGHT STAINLESS STEEL FRAME O TOILET SEAT COVER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC 0 SOAP DISPENSER G.C. / G.C. MOUNT ON MIRROR FACE CLEAR ACRYLIC O DOOR SIGNS G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE BLACK WITH WHITE LETTERING O EXHAUST FAN G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH WHITE 0 I\ 1' -6" 3'— PI SHAMPOO SCALE 1/2" = 1 ' -0" 1�10�23� RECEIVED SEP 17 2010 PERMJTCEN1"ER SECTION SCALE 1/2" = 1' -0" : DWG \00- 00 \AO -1 1/2" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467.9012 - FAX 1509) 466.3130 jerryshoganarchitect @comcast.net tOr) pftle W P- W CO Z 414■1 0 Q F.J::::) 182 Southcenter Mall Tukwila, Washington JOB TITLE: B EAUTY WORKS 182 S ❑ UTH CENTER MALL TU KWI LA, WA S HEET TITLE: INTERI ❑R ELEVATIONS DRAWN BY: CHECKED BY: SCALE: AB SHOWN PROJECT NO. DATE 2010-03 6-24-10 DRAWING NO. A -4 OF . SHEETS �— LEASE LINE EXISTING BULKHEAD SIGN BAND FINISH BY TENANT OVER i" PLYWD. — SIGNAGE BY TENANT LEASE LINE —� beauty orks A SALON & BEAUTY STORE ri NEW STOREFRONT GLAZING AND DOORS STORE ENTRY ELEVATION 1' 2' 5' DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' -6" AFF COORDINATE IN FIELD WITH LL REP. EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) NEW STOREFRONT GLAZING EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) LEASE LINE SIGNAGE AND FINISH BACKING BY TENANT NEW STOREFRONT GLAZING AND DOORS ©08T° REFRONT SECTI ❑N ®SECTION 2' 5' 0 LIGHT COVE FASCIA S.S. 20 GA. 3/4" METAL REVEAL TOP AND SIDES /, / /- • ®SIDE ELEVATION // // / RELOCATED GLASS PARTITION beauty O works A SALON & BEAUTY STORE 'mod =- -6"-- -- 77(2-9v1 e CAAC,61- wtr.kkW\ OACCACA,1 IA0\4 \art W?.- VT' ®GASH WRAP C❑UNTE • 0 1' 2' S' 1 `� STACKED W/D 5' -0" ®9TDDK ROOM COUNTER 35 REVIEWED FOR CODE COMPLIANCE APPOIlVFI SEA' 28 2 .Lra City of Tukwila BUILDING DIVISION" RECEIVED SEP 17 2010 PERMIT CENTER : DWG \00- 0O \A0 -0 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. 9OLOEN DRIVE COLBERT, WA 99005 (509) 457-9012 - FAX (509) 466.3130 jerryshoganarchitect@comcast.net 3539 RE CHITECT ‘,.yho an JERRY Y M. SHO AN STATE OF WASHINGTON vI real c W fta 12 !:! W cso ta) Pt: Cr) PRICZi Z 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE JOB TITLE: B EAUTY WORKS 182 S O UTH C ENTER MALL TU KWI LA, WA S HEET TITLE: STOREFRONT ELEVATIONS DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. A -5 ▪ OF . SHEETS /./ z // z beauty orks A SALON & BEAUTY STORE ri NEW STOREFRONT GLAZING AND DOORS STORE ENTRY ELEVATION 1' 2' 5' DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' -6" AFF COORDINATE IN FIELD WITH LL REP. EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) NEW STOREFRONT GLAZING EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) LEASE LINE SIGNAGE AND FINISH BACKING BY TENANT NEW STOREFRONT GLAZING AND DOORS ©08T° REFRONT SECTI ❑N ®SECTION 2' 5' 0 LIGHT COVE FASCIA S.S. 20 GA. 3/4" METAL REVEAL TOP AND SIDES /, / /- • ®SIDE ELEVATION // // / RELOCATED GLASS PARTITION beauty O works A SALON & BEAUTY STORE 'mod =- -6"-- -- 77(2-9v1 e CAAC,61- wtr.kkW\ OACCACA,1 IA0\4 \art W?.- VT' ®GASH WRAP C❑UNTE • 0 1' 2' S' 1 `� STACKED W/D 5' -0" ®9TDDK ROOM COUNTER 35 REVIEWED FOR CODE COMPLIANCE APPOIlVFI SEA' 28 2 .Lra City of Tukwila BUILDING DIVISION" RECEIVED SEP 17 2010 PERMIT CENTER : DWG \00- 0O \A0 -0 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. 9OLOEN DRIVE COLBERT, WA 99005 (509) 457-9012 - FAX (509) 466.3130 jerryshoganarchitect@comcast.net 3539 RE CHITECT ‘,.yho an JERRY Y M. SHO AN STATE OF WASHINGTON vI real c W fta 12 !:! W cso ta) Pt: Cr) PRICZi Z 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE JOB TITLE: B EAUTY WORKS 182 S O UTH C ENTER MALL TU KWI LA, WA S HEET TITLE: STOREFRONT ELEVATIONS DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. A -5 ▪ OF . SHEETS EXIT HALL 105 REVIEWED FOR CODE COMPLIANCE APPRf VED SEF 2 8 20110 City of Tukwila BUILDING DIVISION FIXTURE PLAN 0 1' 2' 4' 6' 10' pro RECEIVED SEP 17 2010 PERMIT CENTER DWG \00- 00 \A0 -0 1/4" JERRY M. 5HOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (5091 467-9012 • FAX (5091 466•3130 jerryshoganarchitect @comcast.net REGISTERED ARCHITECT STATE OF WASHINGTON CI) ;ft. 1LCji ° W m Z*) Z 404 0 � a C3 `a � 4) r■CZI 182 Southcenter Mall Tukwila, Washington REVISIONS: ND. DESCRIPTION DATE JOB TITLE: BEAUTY WORKS 182 SOUTHCENTER MALL TU KWI LA, WA SHEET TITLE: FIXTURE PLAN DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. F -1 OF . SHEETS 9/14/10 GENERAL PLUMBING NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30 -60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR PVC AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE PVC. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 17. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH 1" RIGID URETHANE FOAM INSULATION AND 1" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB WITH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE TENANT'S PROJECT MANAGER. 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM 1" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS /BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE #46SSTL LAV ADVANCE 7 -PS -50 STAINLESS STEEL SINK, LEVER OPERATED DRAIN K -26, S.S. BASKET K -6, ADVANCE FAUCET K -9, WH A.O. SMITH ELJF -10 1-0-G.A. STORAGE CAPACITY, 3.0 INPUT, 208V. ELECTRIC WATER HEATER FD ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. FR-500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO ADJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN -- WALL. CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANB- 1460 -9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. SINK BY TENANT BY TENANT PROVIDED BY TENANT N) FD N SINK . -WC TO TRAP PRIMER CONNECTION AT FD ()WATER RISER WASHER INSTALL A NEW REDUCED PRESSURE BACKFLOW PREVENTOR ABOVE CEIUNG INSIDE OF TENANT SPACE; "WATTS" REDUCED PRESSURE ZONE ASSEMBLY VERIFY SUPPLY LINE SIZE: - o SUPPLY UNE: MODEL NO. 909AG -A; SERIES 009 OR SERIES 009M2/M3; TACO CX -15 EXPANSION TAN FDA AND ASME APPROVED FOR POTABLE WATER. VACUUM RELIEF VALVE (VALVE AND TEE ABOVE WATER HEATER) • NUNION 10 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP GALV PAN W /SOLDERED SEAMS. TERMINATE INDIRECTLY INTO FLOOR DRAIN Nv ROUTE AUX. DRAIN TO APPROVED RECEPTOR SUCH AS TATTLETAIL DRAIN ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY ACT LOCATION IN FIELD. DIAGRAM (N.T.S.) PROVIDE AND INSTALL WC, 4" V.T.R. —1 WCO WC WCO 3" FD W /TRAP PRIMER EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. WCO 3" FD W /TRAP PRIMER G\A/ & V RISER DIAGRAM (N.T.S.) � (0- 2-3 s RECEIVED SEP 17 2010 sEpigHTCENT R PERMIT AND APPROVAL REQUIRED CITY OF TUKWILA CORRECTED SHEET DWG \DO- 00 \AO –O 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466-3130 jerryshoganarchitect@comcast.net REGISTERED ARCHITECT STATE OF WASHINGTON 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS JOB TITLE: B EAUTY WORKS 182 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: RISER DIAGRAMS PLUMBING NOTES DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. P -1 OF . SHEETS t Lo- ..' 23s RECEIVED SEP 17 2010 PERWENINEFE PERMIT AND APPROVAL REQUIRED CITY OF TUKWILA CORRECTED SHEET GENERAL NOTES 1. CONTRACTORS SHALL PROVIDE EQUIPMENT AND SPECIALTIES INDICATED HERE —IN TO PROVIDE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK. ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING CONDITIONS BEFORE SUBMISSION OF BIDS. NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATION. 4. CONTRACTOR SHALL PROVIDE A COMPLETED OPERABLE SYSTEM AS HERE —IN DESCRIBED. IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATION ON THOSE ITEMS REQUIRING CLARIFICATION. IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED. 5. ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF EQUIPMENT. DO NOT SCALE DRAWINGS. 6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTION AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE. 'CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTIONS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. 7. BASE BID FOR EQUIPMENT IS TO BE UNITS SCHEDULED. PRICING USING ALTERNATE ACCEPTED AND LISTED MANUFACTURES SHALL STATE ALTERNATE MANUFACTURER AND MODEL NUMBER AS PART OF BID. VOLUNTARY ALTERNATES FOR EQUIPMENT NOT LISTED SHALL ONLY BE WITH WRITTEN ACCEPTANCE OF THE ENGINEER PRIOR TO BIDDING. VOLUNTARY ALTERNATES WILL NOT BE REVIEWED FOR ACCEPTANCE BY THE ENGINEER DURING THE 7 DAYS PRIOR TO BID DATE. 8. CONTRACTOR SHALL PROVIDE, STORE, PLACE AND INSTALL ALL NECESSARY EQUIPMENT REQUIRED. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE. 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE. 9. AFTER INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECTORS' APPROVAL AND CLEAN UP. SHEET METAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK. PROVIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIAL RADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. 2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRIOR TO THE FABRICATION OF ANY WORK. 3. DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 4. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. 5. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC. WITH ARCHITECTURAL TRADES. 6, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7. INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER LOCATIONS AS SHOWN ON PLANS. 8. PROVIDE FLEXIBLE CONNECTION AT DIFFUSER NECK. ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -0" IN LENGTH. 9. DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED. 10. IF APPLICABLE: COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11. CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM. IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR AS TO A PROPER COURSE OF ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES — FIREPROOF, WRAP, ETC.) 12ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. MECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1" INSULATION MINIMUM. 3. PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION. ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE COMBINATION FIRE /SMOKE DAMPERS ACTIVATION OF DAMPER SHALL BE SIGNALED TO FIRE ALARM PANEL. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, CORING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF THE SYSTEM. 5. PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM. 6. THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF N.F.P.A. SMACNA, THE LOCAL MECHANICAL CODE, LOCAL ORDINANCE, AND AUTHORITIES HAVING JURISDICTION. 7. EACH CONTRACTOR SHALL COORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES DURING CONSTRUCTION. 8. CONTRACTOR SHALL NOT RUN ANY PVC, PLASTIC MATERIALS OR ANY OTHER COMBUSTIBLE MATERIAL INSIDE THE RETURN AIR PLENUM. 9. MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO ANY EQUIPMENT PURCHASE. 10.TESTING & BALANCING — ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDRONIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA "BALANCING AND ADJUSTMENT MANUAL ". THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED. 1 1 START —UP FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START —UP REPRESENTATIVE. INCLUDE FINAL REPORT AND CERTIFICATE. PROVIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT. 12ALL EQUIPMENT AND COMBUSTION VENT TERMINATION ETC. SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES. 13 CONTRACTOR SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL LOCATIONS WITH ARCHITECTURAL TRADES. CONTROLS NOTE FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE —INTO EXISTING CONTROLS FOR OPERATION. NOTE: EACH BEAUTY (SALON) STATION SHALL BE MECHANICALLY VENTILATED AS PER 2009 IMC, CHAPTER 4, TABLE 403.3. SPECIALTY SHOPS (BEAUTY AND NAIL SALONS); OCCUPANCY: BASED ON NET OCCUPIABLE AREA OF SHAMPOO AREA. VENTILATION MUST GO DIRECTLY TO EXTERIOR AND NOT RECIRCULATED. VERIFY EXISTING ROOF TOP MOUNTED EXHAUST FAN WILL ACCOMMODATE (2) SHAMPOO FANS AND NEW RESTROOM EXHAUST FAN. VENTILATION FOR THESE SPACES SHALL MEET MINIMUM OUTDOOR AIRFLOW RATE IN ACCORDANCE WITH IMC TABLE 403.3. STOCK ROOM 106 EXIT HALL SHAMPOO RESTROOM 14" DIA. EXISTING HVAC PACKAGE UNIT ON ROOF: VERIFY EXISTENCE OF DUCT SMOKE DETECTOR IN SA /RA DUCT AS REQUIRED BY LOCAL CODE. ALSO VERIFY EXISTING FAN SHUTDOWN IS IN PLACE AND IS WORKING PROPERLY SALON CASH WRAP 10" DIA: 45" CLINCH COLLAR OR ROUND SPIN —IN FITTING- CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) RECTANGULAR SUPPLY DUCT CEILING TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN) MANUAL AIR VOLUME DAMPER W/ LOCKING ADRANT (TYPICAL) TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) CLAMP (TYP) CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL NOT TO SCALE AT CEILING REGISTER ATTACH NO. 12 GAUGE HANGER WIRE WHICH SHALL BE ATTACHED TO THE GRID MEMBER WITHIN 3" OF EACH CORNER OF EACH FIXTURE, TYPICAL MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90' BEND. MAX.) MECHANICAL SYMBOL LEGEND: RETAIL NOTE: THE FOLLOWING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS. ixSD -1: 24 "x24" SUPPLY DIFFUSER / - RG -1: 24 "x24" RETURN GRILLE 0 THERMOSTAT (VERIFY OPTIMUM LOCATION) Jvy DUCT FLEX EACH CEILING REGISTE' TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE © EACH END,TYP..: CEILING MOUNTED INLINE EXHAUST FAN. MECHANICAL KEYED NOTES: (MECHANICAL KEYED NOTES APPLY TO THIS SHEET ONLY) MECHANICAL PLAN CEILING REGISTER NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END CONNECT NEW RESTROOM EXHAUST TO EXISTING EXHAUST FAN ON ROOF EXHAUST 450 CFM FROM PLENUM 3 14 DIA. MALL EXHAUST DUCT DIRECTLY TO OUTSIDE PROVIDED SUSPENDED CLG. @ REGISTERS (1 NOT TO SCALE BY MALL ROUTE 14" DIA. EXHAUST (1600 CFM) (AS REQUIRED) UP THRU ROOF TO EXISTING EXHAUST FAN. COORDINATE EXACT DUCT ROUTING AND FAN LOCATION WITH MALL REP. AND ARCHITECT. DUCT ENCLOSURE PROVIDED BY MALL. 5 ! ROUTE NEW SHAMPOO EXHAUST DUCTS TO EXISTING EXHAUST FAN ON ROOF 10' : DWG \00'00 \AO -0 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. DOLOEN DRIVE COLBERT, WA 99005 (509) 457-9012 - FAX (509) 455-3130 jerryshoganarchitect @comcast.net STATE OF WASHINGTON ` 14., (1! 0 NIS I- W m fkftn Z 4mo fr Zit (/) Q r■CZ 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE A CITY OF TUKWILA CORRECTIONS /14/10 JOB TITLE: BEAUTY WORKS 182 80 UTH C E NTER MALL TUKWILA, WA SHEET TITLE: REFLECTED CEILING PLAN DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. M -1 OF , SHEETS MECHANICAL SPECIFICATIONS 15010: GENERAL PROVISIONS: (THE WORD "CONTRACTOR" IN THIS ACTION SHALL REFER TO TENANTS PLUMBING, FIRE SPRINKLER AND HVAC MECHANICAL CONTRACTORS). A. GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION PUBLISHED IN STANDARD FORM BY AMERICAN INSTITUTE OF ARCHITECTS, SHALL BE PART OF THIS CONTRACT. 2. THE ARTICLES CONTAINED IN THIS DIVISION AND IN ARCHITECTURAL SPECIFICATIONS MAY AMEND, MODIFY, SUPERSEDE, VOID OR SUPPLEMENT THE ARTICLES OF THE GENERAL CONDITIONS NOTED IN PARAGRAPH 15010(A) ABOVE, AND SHALL TAKE PRECEDENCE OVER THE PROVISIONS OF THE GENERAL CONDITIONS IN 15010(A). 3. THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS WHICH ARE HEREBY MADE PART OF THE CONTRACT. 4. THIS CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, UCENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 5. BIDDERS SHALL VISIT THE SITE AND FAMIUARIZE THEMSELVES, WITH ALL CONDITIONS SURROUNDING THE WORK PRIOR TO SUBMITTING THE BID. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD MECHANICAL WORK BE INSTALLED SUCH THAT IT INTERFERES WITH THE WORK OF OTHER CONTRACTORS, SUCH WORK SHALL BE REDONE AT NO ADDITIONAL COST TO TENANT. 7. AT THE COMPLETION OF THE WORK THIS CONTRACTOR SHALL REMOVE ALL RUBBISH, DIRT AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL MECHANICAL WORK INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. 8. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 9. THIS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SUCH EQUIPMENT AND MATERIAL AS THE OWNER MAY REQUIRE FOR HIS REVIEW. THE OWNERS REVIEW MUST TAKE PLACE BEFORE CONSTRUCTION BEGINS. 10. "RECORD" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION DEVIATES FROM THE ORIGINAL LAYOUT. 11. MOTORS SHALL BE DESIGNED FOR SUPPLY VOLTAGES AS SCHEDULED AND SHALL COMPLY WITH AIEE AND NEMA REQUIREMENTS. PROVIDE ACROSS THE LINE STARTERS AN ALL MOTOR UNLESS NOTED OTHERWISE. MOTORS 1.0 HP AND LARGER SHALL BE HIGH EFFICIENCY. B. CODES ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, COUNTY, CITY, HEALTH AND SAFETY AND ENERGY CODES THAT APPLY, AS WELL AS WITH ALL LANDLORD CRITERIA. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. C. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS WHERE TRADE NAMES AND MANUFACTURES ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURES CONSIDERED AS AN EQUAL OR BETTER IN AT ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY CLIENT'S PROJECT MANAGER OR ENGINEER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO EQUIPMENT BEING ORDERED. F THE MECHANICAL CONTRACTOR WISHES TO SUBMIT ON ALTERNATE EQUIPMENT, THE CONTRACTOR SHALL SUPPLY CUT SHEETS DESCRIBING DIMENSIONAL DATA, UNITS OPERATING WEIGHTS AND ELECTRICAL CHARACTERISTICS TO THE ENGINEER. IN ADDITION, CONTRACTOR WILL SUPPLY ENGINEER WITH COMPUTER GENERATED PERFORMANCE DATA FROM CONTRACTORS EQUIPMENT REPRESENTATIVE FOR ALTERNATE EQUIPMENT. PERFORMANCE DATA SHALL BE CALCULATED FROM DESIGN CONDITIONS LISTED ON THE EQUIPMENT SCHEDULES. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY OTHER CONTRACTORS AS A RESULT OF USING EQUIPMENT NOT SPECIFIED OR SCHEDULED. EXAMPLES WOULD BE LARGER WIRE OR CIRCUIT BREAKER SIZES OR ADDITIONAL STRUCTURAL SUPPORT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTS EXPENSE. 15020 DEMOLITION: A. REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT NOT BEING REUSED. PIPING AND ACCESSORIES ASSOCIATED WITH EQUIPMENT BEING REMOVED, BUT NOT NECESSARILY NOTED ON DRAWINGS, SHALL ALSO BE REMOVED. B. EQUIPMENT AND MATERIALS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT IS DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION.. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPUNGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASTIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT —OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI/MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILUNG WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF TI-HS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING TO, AND INCLUDING CONNECTION TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. I. DOMESTIC HOT WATER FURNISH AND INSTALL ONE (I) A.O. SMITH ELSF -10 OR EQUAL GLASS LINED ELECTRIC WATER HEATER HAVING ONE 3000 WATT ELEMENT COMPLETE WITH SAFETY CONTROLS, AN ASME LABELED TEMPERATURE AND PRESSURE RELIEF VALVE PIPED AS INDICATED ON PLANS AND TWO (2) SHUT —OFF VALVES. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. OPERATING WEIGHT 80 LBS. FURNISH AND INSTALL ONE (1) AMITROL, THERMAL EXPANSION TACK. 2 GALLON CAPACITY MODEL: THERM —X— TROL -ST -5. J. GAS PIPING FURNISH AND METAL A COMPLETE GAS PIPING SYSTEM AS SHOWN ON PLANS. GAS UNES SHALL BE BLACK STEEL, SCHEDULE 40. ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH STANDARD BUTT — WELDED JOINTS FOR 2 -1/2" AND LARGER. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PAINT ALL PIPING EXPOSED ON ROOFTOP WITH RUST — INHIBITING PAINT. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET MIN. SUPPORT AS REQUIRED BY LANDLORD CRITERIA OR BY STANDARD INDUSTRY PRACTICE, IF LANDLORD HAS NO REQUIREMENTS. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NPFA 54 CODES. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS UTIUTY COMPANY AND THE MALL'S OPERATIONS MANAGER. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID IF NOT PROVIDED BY UTILITY COMPANY. K. MISCELLANEOUS PWM8ING ACCESSORIES BACKFLOW PREVENTOR: FURNISH AND INSTALL WATTS SERIES 7, OR APPROVED EQUAL BACKFLOW PREVENTOR WHERE SHOWN ON DRAWING. 15030 FIRE SPRINKLERS: A. SYSTEMS THE FIRE SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE PER TENANTS FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS AND FACILITIES FOR PROPER DRAINAGE. DESIGN WET SPRINKLER SYSTEM FOR ORDINARY HAZARD GROUP 2 PER LATEST EDITION OF NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER LANDLORD. LANDLORDS FIRE INSURANCE UNDERWRITER, AND THE FIRE RATING INSPECTION BUREAU (FACTORY MUTUAL). SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. AFTER RECEIPT OF APPROVAL AND BEFORE PROCEEDING WITH ANY INSTALLATION WORK. TENANT SHALL FORWARD TWO (2) SPRINKLER SHOP DRAWING BLUELINE PRINTS BEARING THE FIRE INSURANCE UNDERWRITERS STAMP OF APPROVAL TO THE LANDLORD FOR HIS RECORDS. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE WINDOWS AND IN HARD SURFACE CEILINGS MUST BE CONCEALED TYPE. HEADS LOCATED IN ACOUSTIC CEILING MAY BE SEMI— RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN NON— CUSTOMER AREAS ONLY. UNLESS OTHERWISE NOTED, ALL FIRE PROTECTION SPRINKLER HEADS SHALL BE QUICK RESPONSE (QR) TYPE. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: ALL SPRINKLER HEADS IN AREAS WITH FINISHED CEIUNGS TO BE RELIABLE MODEL G4QR CONCEALED PENDANT WITH STANDARD WHITE FINISH. ALL SPRINKLER HEADS IN AREAS WITH UNFINISHED CEILING TO BE RELIABLE MODEL F1FR UPRIGHT WITH CHROME FINISH. SPRINKLER IN TOILET ROOMS, OFFICE AND NON— CUSTOMER AREAS WITH FINISHED CEIUNG TO BE RELIABLE MODEL F1FR SEMI — RECESSED PENDANT TYPE. VERIFY TYPES AND FINISHES WITH ARCHITECT. SHUT DOWN OF LANDLORD'S SPRINKLER MAIN SHALL BE ONLY DONE ON A SCHEDULE ESTABLISHED BY LANDLORD: ANY DAMAGE CAUSED BY THIS CONTRACTOR TO LANDLORD'S-SPRINKLER SYSTEM WILL BE REPAIRED BY LANDLORDS CONTRACTOR AT THIS CONTRACTORS EXPENSE. THE SPRINKLER SYSTEM SHALL BE TESTED AT WATER PRESSURE OF 200 PSIG FOR A PERIOD OF TWO (2) HOURS IN THE PRESENCE OF LANDLORDS REPRESENTATIVE OR AS REQUIRED BY LANDLORD. SPRINKLER PIPING SHALL BE SCHEDULE 10 AND SCHEDULE 40 BLOCK STEEL HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF AN EXISTING PACKAGED ROOFTOP UNIT. B. ROOFTOP HVAC PACKAGE UNIT ROOFTOP PACKAGE UNIT IS EXISTING: VERIFY UNIT IS IN PROPER WORKING CONDITION AS PER CURRENT MECHANICAL PLUMBING, ELECTRICAL AND WSEC CODES. 1 C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI —STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5' -6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY IS LOWER THAN THE ENTHALPY CONTROL SETTING. ECONOMIZE, DAMPERS SHALL MODULATE TO FULL OPEN POSITION, AS REQUIRED, TO MAINTAIN DISCHARGE AIR TEMPERATURE BETWEEN 52 AND 58 DEGREES FAHRENHEIT. MECHANICAL COOLING /HEATING SHALL BE LOCKED OUT OF ECONOMIZER MODE. WHEN THE SPACE TEMPERATURE SETPOINT IS SATISFIED, THE DAMPER SHALL RETURN TO THE MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED MODE AND CLOSE COMPLETELY DURING UNOCCUPIED MODE. SMOKE ALARM MODE: UPON A SIGNAL FROM THE DUCT SMOKE DETECTORS OR ZONE SMOKE EXHAUST /FIRE ALARM SYSTEM, UNIT(S) SHALL SHUT DOWN, AND THE OUTSIDE AIR DAMPER SHALL CLOSE. E. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATIONS BY LANDLORD ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. F. DUCTWORK CONSTRUCT ALL LOW VELOCITY DUCTWORK OF APPROPRIATE GAUGE SHEET METAL FOR INDICATED SIZES IN ACCORDANCE WITH SMACNA STANDARDS. ROUTE DUCTWORK SUBSTANTIALLY AS SHOWN ON THE CONTRACT DOCUMENTS. ALL BENDS AND CURVES SHALL BE LONG RADIUS. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS: ABOVE 2" W.G. STATIC PRESSURE — SEAL CLASS "A" BETWEEN 1" AND 2" W.G. — SEAL CLASS "B" LESS THAN 1" W.G. — SEAL CLASS "C" DUCT SIZES SHOWN ON DRAWINGS OR INSIDE DIMENSIONS. INSTALL RIGID ALL METAL DUCT SUPPORT SYSTEMS AS INDICATED IN SMACNA STANDARD. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. FLEXIBLE DUCTWORK SHALL BE WIREMOLD WCK OR WK. THERMAFLEX M —KE. FLEXMASTER 3M OR NORFLEX NT -25M. MAXIMUM FLEXIBLE DUCT LENGTHS SHALL BE 5 FT. FLEXIBLE DUCTWORK SHALL BE EXTERNALLY INSULATED WITH UL USTED 1" FLEXIBLE FIBERGLASS AND NON — COMBUSTIBLE VAPOR BARRIER . INSTALL ADJUSTABLE QUADRANT DAMPERS IN ALL BRANCH DUCTS, AND AS REQUIRED TO BALANCE THE AIR SYSTEM. G. BALANCING AIR SYSTEMS TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO A IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AACD) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. THE MECHANICAL CONTRACTOR CAN NOT BE USED TO BALANCE THE SYSTEM. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE BY THE GENERAL CONTRACTOR. THE HVAC CONTRACTOR SHALL BE PRESENT FOR THE AIR BALANCE TO VERIFY ACCESSIBIUTY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES. THE MECHANICAL CONTRACTOR SHALL REMOVE AIR FILTER USED DURING CONSTRUCTION AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE WORK BEING DONE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS AT THE TIME OF PROJECT TURNOVER. ALL CONTROL SEQUENCES SHALL BE TESTED AND CORRECTED /ADJUSTED AS REQUIRED FOR CORRECT OPERATION AS SPECIFIED (INTERLOCKED EQUIPMENT SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER. ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. G.C. TO PROVIDE A COPY OF THE FIND BALANCING REPORT TO LANDLORD, TENANT, CODE OFFICIALS (IF REQUIRED) AND 3 COPIES TO THE ENGINEER. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. H. START UP OF SYSTEMS. GUARANTEE AND INSTRUCTIONS THIS CONTRACTOR SHALL GUARANTEE AND MAINTAIN THE STABILITY OF ALL WORK AND MATERIALS FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL PAYMENT FOR COMPLETION OF THE WORK AS EVIDENCED BY FINAL APPROVAL OF TENANT'S ARCHITECT. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE — MENTIONED PERIOD MUST BE IMMEDIATELY CORRECTED BY THIS CONTRACTOR AT HIS OWN EXPENSE TO THE ENURE SATISFACTION OF TENANT'S ARCHITECT AND ENGINEERS. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHINGS OF THE BUILDING RESULTING FROM THE ORIGINAL DETECTOR REPAIRS THERETO. TENANTS DESIGNATED OPERATING PERSONNEL SHALL BE FULLY INSTRUCTED BY THIS CONTRACTOR IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT IS BEING PUT IN SERVICE. ASSEMBLE IN PORTFOLIO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT IS MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERATION OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL: TITUS, OR APPROVED EQUAL CEIUNG DIFFUSERS AS SCHEDULED. IF CONTRACTOR WISHES TO SUBMIT DIFFERENT GRILLES, REGISTERS, OR DIFFUSERS, CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PURCHASING ANY MATERIAL. L. EXHAUST SYSTEM FURNISH AND INSTALL COOK. PENN, GREENHECK OR EQUAL, CEIUNG EXHAUST FAN WITH BACKDRAFT DAMPERS AND DUCTWORK COMPLETE AS SHOWN ON DRAWINGS. M. INSULATION 1. ALL CONCEALED SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED. a. MATERIAL OWENS— CORNING OR APPROVED EQUAL I/2" REINFORCED FOIL FACED FIBERGLASS (VAPOR SEALED) INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXPOSED SUPPLY DUCTWORK SHALL BE ACOUSTICALLY UNED 10' -0" MINIMUM FROM ANY FAN OR SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE IN OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR AS SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE 1" OWENS- CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. N. SMOKE DETECTORS CONTRACTOR TO FURNISH AND INSTALL PYROTRONICS OR APPROVED EQUAL, IONIZATION TYPE DUCTRECEIVE SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE SUPPLY AIR UNIT UPON ACTIVATION. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETECTOR. SEP 17 2010 Serry ' PSOTAN D : DWG \00- 0O \AO -0 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE DOLBERT, WA 99005 (509) 487-9012 - FAX (509) 468-3130 jerryshoganarchi tect@ comcast.net REGISTERED ARCHITECT STATE OF WASHINGTON 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS 9/14/10 JOB TITLE: B EAUTY WORKS 182 90 UTH C E NTER MALL TUKWILA, WA S HEET TITLE: MECHANICAL S PEC.'S DRAWN BY: CHECKED BY: - SCALE: AS SHOWN CITY OF TUKWILA CORRECTED .-,'T FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. O INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T -1 UNE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GROUND ROD IS IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE OF 0 AWG THWN. NOT USED ® PROVIDE AND INSTALL NEW 30 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW VAV. VERIFY LOCATION IN FIELD. OPROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. ©PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER /METALUX 2GA332A120VEB82 2'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING B LITHONIA 8W1AZ INCANDESCENT RECESSED DOWNLIGHT, 8 ", 32 WATTS C COOPER /METALUX GA232A120VEB81 1'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL -UGHT LXURWELED UTEFORM COLLECTION EXIT LIGHTS/BATTERY BACKUP X2 SUREUTES CC7 EMERGENCY LIGHTING/BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V -WHITE as1 HUBBELL ATP1277W PASSIVE INFRARED AND UTIUZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY as2 hUBBELL ATU1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY LEGEND EGRESS PATH REQUIRING A MIN OF 1 FC EMERGENCY LIGHTING LIGHTING CALCULATIONS WATTS AVAILABLE: 1111 ) TYPE A @ 88W 1,232 WATTS ) TYPE B ®32W = 352 WATTS 1) TYPE C 0 50W = 50 WATTS 33) TYPE D ® 55 W = 1,815 WATTS 2) TYPE E © 40W = 80 WATTS 4) TYPE F ® 50W = 200 WATTS TOTAL 3,729 WATTS USED 1,925 SF x 2 WATTS = 3,850 WATTS ALLOWABLE EX'G ELECTRICAL PANELS STOCK ROOM 106 EXIT HALL 105 SHAMPOO RESTROOM CASH WRAP 0 CEILING HEIGHT 11' -0" AFF ■■■ ■ ■M ■■M ■ ■M RETAIL A 0 lo -NOTE: THESE FIXTURES OVER THE SALON MILLWORK REQUIRE COORDINATION BETWEEN GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR ranli Minn MMM M■M ■ ■M Q D LIGHTING PLAN 0 1' 2' 4' 6' 10' EXIT HALL 105 EX'G ELECTRICAL PANELS STOCK ROOM 106 MOUNT FLUSH IN TOEKICK SALON 103 MOUNT FLUSH IN TOEKICK MOUNT FLUSH IN TOEKICK SOFFIT HEIGHT 14' -0" AFF CASH WRAP 102 CEILING HEIGHT 11' -0" AFF RETAIL 101 POWER PLAN 102" 102':.. III L 02.3S 10' RECEIVED SEP 17 2010 PERMIrcgrr� SEPARATE AND APPROVAL CITY OF TUKWILA CORRECTED Ssgli— : DWG \00- 00 \AO -O 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. BOLDEN DRIVE COLBERT, WA 99005 (509) 457-9012 • FAX (509) 466-3130 j e rryshoganarchi tect @comcast. net RE CIHITECT fioaan JE M. SHAN STATE OF WASHINGTON 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE ACITY OF TUKWILA CORRECTIONS /14/10 JOB TITLE: B EAUTY WORKS 182 S O UTH C ENTER MALL TUKWILA, WA S HEET TITLE: POWER & LIGHTING DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. E -1 ▪ OF . SHEETS