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HomeMy WebLinkAboutPermit D11-401 - WESTFIELD SOUTHCENTER MALL - VANS - TENANT IMPROVEMENTTOTT iQ TWIN llJNI2I3 IIJ f10S 118 SNVA City o/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 811 SOUTHCENTER MALL TUKW Suite No: Project Name: VANS Permit Number: D11 -401 Issue Date: 02/10/2012 Permit Expires On: 08/08/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STARR DE LA CRUZ Address: 2413 PACIFIC COAST HY, SUITE 202 , LOMITA CA 90717 Contractor: Name: J R LENNEN CONSTRUCTION Address: 1136 W FREMONT ST , STOCKTON CA 95203 Contractor License No: JRLENC *990JZ Lender: Name: Address: Phone: 310 - 606 -2078 Phone: Expiration Date: 07/12/2013 DESCRIPTION OF WORK: NEW TENANT - INTERIOR ALTERATION TO EXISTING MALL SPACE. NEW PARTITIONS, REFLECTED CEILING WORK, NEW LIGHTING, NEW STORE FIXTURES, MINOR MECHANICAL. NO CHANGE IN USE. Value of Construction: $170,000.00 Fees Collected: $3,386.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC-7/10 D11 -401 Printed: 02 -10 -2012 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating • I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: 6/092 t� /4-z Date: - /P- / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. doc: IBC -7/10 D11-401 Printed: 02 -10 -2012 7: All rack storage requires a separate pert sued through the City of Tukwila Permit Ce . Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Install mechanical stops on the shelving units or along the tracks so that when rolling shelving units are rolled together, a minimum 6 inch transverse flue space is maintained every 4 ft. along the length of the shelving units. If additional information is needed, contact Al Metzler, Tukwila Fire Dept. 206 - 971 -8718. 14: 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) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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. (IF'C 1011.1) doc: IBC -7/10 D11 -401 Printed: 02 -10 -2012 24: Every exit sign and directional exit signal have plainly legible letters not less than 6 es (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: 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) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 29: 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) 30: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS SHALL BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: Post address on storefront per approved Westfield standards. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -401 Printed: 02 -10 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. 101, I Lt ) ( Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION gel King Co Assessor's Tax No.: Site Address: "8D Southcenter Mall Suite Number: 544 Floor: 1 Tenant Name: Vans New Tenant: 0 Yes ❑ ..No PROPERTY OWNER Name: Stan De La Cruz Name: Westfield City: Lomita State: CA Zip: 90717 Address: 2800 South Center Mall Email: starr@permitsdirect.com City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Stan De La Cruz Address: 2413 Pacific Coast Hwy. Suite 202 City: Lomita State: CA Zip: 90717 Phone: (310) 606 -2078 Fax: (310) 606 -2077 Email: starr@permitsdirect.com GENERAL CONTRACTOR INFORMATION Company Name: TBD i t / v'� .1 Address: Phone: (602) 293 -3300 Fax: (310) 606 -2077 Email: info @permitsdirect.com City: * State: Zip: Phone: Fax: Email: info @permitsdirect.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:Upplications\Forme- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Pleger/Henry Architecture Architect Name: Timothy Pledger Address: 15640 North 7th Street City: Phoenix State: AZ zip: 85022 Phone: (602) 293 -3300 Fax: (310) 606 -2077 Email: info @permitsdirect.com ENGINEER OF RECORD Name: Company Name: City: State: Zip: Engineer Name: Louie C Panopio Address: 15640 North 7th Street City: Phoenix State: AZ Zip: 85022 Phone: (602) 293 -3300 Fax: (310) 606 -2077 Email: info @permitsdirect.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 170,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Interior alteration to elnterior alteration to existing retail store. New partitions, reflected ceiling work, new lighting, new store fixtures, minor mechanical. No Change in usexisting retail store. New partitions, refllnterior alteration to existing retail store. New partitions, reflected ceiling work, new lighting, new store fixtures, minor mechanical. No Change in useected ceiling work, new lighting, new store fixtures, minor mechanical. No Change in use. Will there be new rack storage? Yes &Q( LIB D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders ❑ 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 Sa.J tL�y 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\Forma- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 nn Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1g Floor 3,305 IIB IIB 2°d Floor 3td Floor Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders ❑ 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 Sa.J tL�y 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\Forma- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 nn Page 2 of 4 I,PERKiit APPLICATION NentSr -5 :' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. H: Upplications'Forns- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docs Revised: August 2011 bh Date: .t r' I( ^� Day Telephone: 3 lb-4b( l u5NmA A &Pr `" / fl- City State zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.e,ov RECEIPT Parcel No.: 9202470010 Permit Number: D11-401 Address: 811 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/20/2011 Applicant: VANS Issue Date: Receipt No.: R12 -00589 Payment Amount: $2,053.90 Initials: JEM Payment Date: 02/10/2012 10:48 AM User ID: 1165 Balance: $0.00 Payee: JACK LENNEN (BY PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 010781 ACCOUNT ITEM LIST: Description 2,053.90 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,053.90 2,049.40 4.50 doc: Receiot -06 Printed: 02 -10 -2012 SET RECEIPT RECEIPT NO: R11 -02762 Initials: Payment Date: 12/20/2011 User ID: 1655 Total Payment: 1,514.70 Payee: PERMITS DIRECT SET ID: 122011 SET NAME: VANS SET TRANSACTIONS: Set Member Amount D11 -401 1,332.11 EL11 -1130 109.13 M11 -179 73.46 TOTAL: 1,332.11 TRANSACTION LIST: Type Method Description Amount Payment Check 2154 1,514.70 TOTAL: 1,514.70 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 109.13 1,405.57 1,514.70 INSPECTION NO. INSPECTION RECORD Retain a copy with permit t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431 -36 0 Permit inspection Request Line (206) 431 -2451 Project: it-M.iS.. Type of Inspection: Address: • -e r Date Called: Special Instructions: Date Wanted: . — ?1- i2 Requester: Phone No: ddc - (06 -9 100 ,Approved per applicable codes. ElCorrections required prior to approval. 1 COMMENTS: 0 4,0612' /A/6 - Flap ,P01✓Fo j4 'rA" ;74 (/6 in f %i,/r/,.1') o Pe 7/ P4 ARV/ »PPD . R INSy CTION FEE REQUIRED. • rior to ext inspection. fee must be p • id 1.6300 Southcenter Blvd.. Sul e 100. Call to schedule reinspection. • ' • t. • • 1 • INSPECTION RECORD Retain a copy with permit INSPECTION. NO. PERMIT NO. • • • CITY OF' TUKWILA BUILDING DIVISION 'Om Southcenter 8Ivd., #100, Tukwila. WA 98188 I-2. (206) 431-3670 Permit lnspedion Request Line (206) 431-2451 v. Project: . 1./.4 Type of Inspection: //'V4 L Addreks: 41/A4,19M/ t Date Called: pecialln'Structions: • I • . -, • • . . . . • • • Date Wanted: Requester: Phone No: e,209- — 6,61.- c:9/4o C., EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6544gZei/V& th15 ft1zi(7?-1 nspec ...91014.017 Date INSPECTION FEE REQUIRkD. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd2 Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit •• INSPECTION NO:..': PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1'Z (206) 431 -3670 . " 'Permit Inspection Request Line (206) 431 -2451 ,o /i- Va / • • 4r . y . • 1. • i.. er Project:'.. .__ V /:W ... Type of Inspection: Efte At" y ,z/G,4/7.,v6 Address: Date Called: Special'Instructions: • . • --, Date Wanted:. -„?9 — /6 12- ‘A93.) p.m. Requester: Phone No: Approved per applicable codes. ECorrections required prior to approval. COMMENTS: SPECTION FEE REQjIRED. Prig f to next inspection. fee must be id at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IISPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 I)/ / -y9/ Project: - 149.,/S Type of Inspection: c -- F.4$1,aeFcl'Vl /,G /i j Address: 4,'/ .:Sd n.'' mA7r/ Date Called: /ICI f4I C./.-c.ti•'PrcA4 -7,e' Special Instructions: , • Date Wanted:.m: 3 _ /2- /2_ m.. Requester: Phone No: EJApproved per applicable codes. ECorrections required prior to approval. COMMENTS: 0 i/, hf. /ICI f4I C./.-c.ti•'PrcA4 -7,e' 00 /e 4,4/ 1, d1 -111 / i4 Inspec - / -7/A Date:, PECTION FEE REQUIRED. P ior to ne t inspection, fee must be paid at 6300 Southcenter Blvd., Sui - 100. C ll to schedule reinspection. • • it. • • ry. • • re • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 4A.45 Type of Inspection: r/7.4h44/ ^/ t Address: _ tg /r fr,"7// Date.Called: Special Instructions: • Date Wanted:. o? Ze - /Z a.m. 0- �, Requester: Phone No: ?79 ''--6.C2 -R /0 C� Approved per applicable codes. D Corrections required prior to approval. COMMENTS: / 912 J 71/4% 42),04‘400' - ,gyp c"./.0, L Dat 2 S -/z SPECTION FEE REQUIRED. Prior /next inspection. fee must be "iid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSP ON NO. INSPECTION RECORD Retain a copy with permit PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p_. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1/44/ 5 Type of Inspection: /7? el/ 7 - /Tv Ad ess: e// i2i7G -6. Date Called: 'Special Instructions: Date Wanted: . a. Requester: o Phone No co&c — 4 es 2- 8/o -V ElApproved per applicable codes. 1 Corrections required prior to approval. 51 COMMENTS: o A. '" i ! ?pot ,o✓rc> /2,44%,7 AS Fir Ire , , 41/ Inspec Date: 62 -2 5—/ IINSPECTION FEE REQUIRE ' Prior to n t inspection, fee must be id at 6300 Southcenter Blvd.. uite 100 ' - IL to schedule reinspection. SPECTION RECORD Retain a copy with permit DR '40 ( INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: f ` NJC Type pec ion44 Address(, l 4 ( IAA Date Called: Special Instructions: le —6-41 • P1 ? 0 -s IV SI KS') Date Wanted:. �7 r�,,q,�.. 7 —Z1 -ft.-- p.m. Requester: 2 ( Ph 1 NO:(e/ 0 01 —if9-7g Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'T VA a-g(P 'I--/ ` Ord. / o nITAXa r ■1 i A pf,.., 3 A e / ft.%tu ... --n---e..4 Z }Sr° eAJnr9 L A 5., ( D 1 4 - 1 1 - - e A r 0 J el Jeii.f-- fikn,5' JA) ) e t .e4 t f LJ /i� rdU AJA :k A -.b co 6-ba / /4 .)n •(tt CIA/ WAG 6 _A" 13.e I,)DAe --- .1■4) `jj- ki S - P-- -- j ,\� 3 Li1 r S 6 , 1 .P ST sr\ l� l ( b YC rG- l'� Inspe A ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Id- - S - t f/ ,44, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ()MPs Sprinklers: Fire Alarm: Type of Inspection: Sf co Address: 2 1 t Suite #: S_ (_ p 04-C L_ - Contact Person: Special Instructions: Phone No.: ,'i Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: walf J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: //0-5„--‘, l ^ C c9----- Date: Z/9 7/ / Z Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 4 a lama INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /i/1— yell /2- F-- o3'9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: i - "s ni c3 Type of Inspection: ,.......,s iii /.4 a •-s-v /i I, e -- /. 4=/F•� Address: 8./ 5 Suite #: ' .41 / Contact Person: we Special Instructions: 4 . Phone No.: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: ni c3 . /.ia AL.ta wi 0 ,/,S .? .5 . '54 0-• v/_ Fire Alarm:.. `& F. _ 6) ye.4c / 400 we Monitor: ,.. 4 . b ® . __.... _ ... _ .. ....... _. Occupancy Type: S.A0Yicr4.„4, -Li .0 ',/(AS .. V Q"Oe.oe , 1... r..y / ;API G,044),)1•4•44 Needs Shift Inspection: ni c3 Sprinklers: Hrs.: Fire Alarm:.. Hood & Duct: Monitor: ,.. 4 . Pre -Fire: \ Permits: = . `�� «� — Occupancy Type: Inspector: ni c3 Date: 3) Ili Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from -City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Worc1 /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • . • t s g r . • -. r. rot w 'Vw. .. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1711 -1/01 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: MAWS Sprinklers: Fire Alarm: Type of Inspection: 5 (9 10 Ue- Address: Suite #: 1 I S - ( -� C- Contact Person: Special Instructions: V 41- hn.letS 7 444- —014 AJ 6 " Phone No.: Approved per applicable codes. Zkorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . A-0 A E O L SL641 a/-1 70 #49// P/Atvct, //Nc. ' V 41- hn.letS 7 444- —014 AJ 6 " €., s -fet4 , --CO Cli Pilo, s 3. P66 l-7► i 5Q/ S --t -o 14 t1 riAvl ouPrS 1 O ,/,-e r -t'A/tJ ,a ;, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ®� Date:-721,-A- /9_ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address n('� { Attn: 3e S S r co- ►�0L- 4s upj%Company Name: Croon! Address: Cp d ( P 113 City: 01,11 Clree+k 1 State: L./— Word /Inspection Record Form.Doc 6/11/10 Zip: G T.F.D. Form F.P. 113 Pt 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential NOME, ��,�� Iii te'riorGxLighting r tip, Fn, rkFrv.• -'+ -A,. C:atY�r, 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ProjectAddress Westfield Southcenter, Space No. 544 Date 12/13/2011 2800 Southcenter Mall For Building Department Use ._ ,,,,,,,,. f � a Co- Seattle, WA 98188 Applicant Name: vANs Applicant Address: [�!@�^ --_ Applicant Phone: CODE cOMPLU Project Description �l New Building 1 i Addition ~�I Alteration _ ■; Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3)I 21.0 not changed LUj No changes are being made to the lighting and space use Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed ; :--; s per fl2 ** 1.33 Area in ffz 1653.0 Allowed x Area 2198 SALES RETAIL ty VIEWED FO',/� HACK AREA OFFICE /STOCKROOM CODE cOMPLU GE 0.91 1333.0 1213 BACK AREA TOILET APPROVED 21.0 0.80 56.0 45 SALES MERCHANDISE DISPLAY ■ 1.40 1368.0 1915 34.0 102 ■ FEB 08 20121 F4 — LINE VOLTAGE STRIP FLUORESCENT (2 -32W T8) 1 62.0 ** From Table 15 -1 (over) - document I exceptions on form LTG -LPA Pro vose d Lighting Wattage of TUkw+l� Total Allowed Watt 5372 Location (floor plan /room #) t' ' Fixture Desci'P '0.13 tiniter of Fixtures Fixtures Watts/ Fixture Watts Proposed SALES D — LINE VOLTAGE H. BAY PENDANT MOUNT (1 -100W MH) 12 110.0 1320 SALES B2 — LINE VOLTAGE MULTI —SPOT (2 -21W LED) 4 42.0 168 SALES F — LINE VOLTAGE TRACK FIXTURE (1 -21W LED) 47 21.0 987 SALES C — LINE VOLTAGE REC. DOWNLIGHT (1 -21W LED) 4 21.0 84 SALES E — LINE VOLTAGE DECORATIVE PENDANT (1 -32W CFL) 3 34.0 102 OFFICE /STOR. F4 — LINE VOLTAGE STRIP FLUORESCENT (2 -32W T8) 1 62.0 62 OFFICE /STOR. F8 — LINE VOLTAGE STRIP FLUORESCENT (4 -32W T8) 11 114.0 1254 RESTROOM L — LINE VOLTAGE WALL MOUNTED FIXTURE (2 -17W TB) 1 33.0 33 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4010 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. CITY 0 NALA JAN 112012 PERMIT CENTER INCOMPLETE LTR# 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Art;. re._ ........ "v` 14,;'a, hrtin'g gSuma *ry ael 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage a Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 1521 0.85 ' ' Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T 5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic belles 3. LED lights. -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /ft`) Use' LPA` (Wlft`) 0.91 Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail1', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies° (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of fumiture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. rm for Nonresidential and Multifamily Residential ',04< °e•1h� g ihHSr A'4ki*v2C —Y VV � ;!...r .1 t^ = L 5 y {.now i4^ r _..eaM,'•`L` rc fA uo ] i x," � ,i ra V, CI r M ransmrmit'.t�a,,niJ; . Yi„..,f .,i,,,, }tyAr4 t w.:rl} r . _ ! Pf�fal.!tt s j. FC-nT h ck e,IV. it M el;,,, Arsq.,44., :rW }fii>�Y.„� i• u..1 . i cj sA ,y— y HK Dra T.M :lSL F.+[_ i :..+Y7t•.Yii!'i. Revised December 2010 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address Westfield southcenter, Space No. 544 Date 12/13/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E2 Yes 1513.2 Area controls Maximum limit per switch N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display /exhib /special Indicate separate controls E2 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E2 Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Hotel /motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 I Max. watts 'Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I1511 I Elec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) I1540 (Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: • City • Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 22, 2011 Starr De La Cruz 2413 Pacific Coast Hwy, Suite 202 Lomita, CA 90717 RE: Incomplete Letter #1 Development Permit Application D11 -401 Vans — 811 Southcenter Mall Dear Ms. De La Cruz, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 20, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions regarding the following comment: 1. WSEC Interior Lighting Budget Form is required. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D11-401 W:\Permit Center \Incomplete Letters \2011\D11- 401 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f'ERNT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -401 DATE: 01/11/12 PROJECT NAME: VANS SITE ADDRESS: 811 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: Plain 'vision Public Works ire Prevention Structural MI a 01.11 [Z Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ki Incomplete DUE DATE: 01/17/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 02/14/12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAN • RO TING SLIP ACTIVITY NUMBER: D11 -401 DATE: 12 -20 -11 PROJECT NAME: VANS SITE ADDRESS: 811 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPRTMTS: Duilding Ulvl ion u tic W ks Fire Prevention Structural Planning division Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-22-11 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only 1 INCOMPLETE LETTER MAILED: '� �2--1k LETTER OF COMPLETENESS MOILED: 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: DUE DATE: 01 -19-12 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City . of Tukwilla 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.sukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Plan ChecWPermit Number: D11-401 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Vans Project Address: 81111 Southcenter Mall Contact Person: lb i QYI&4 111 Phone Number: Sri 2, ' 21;, ;, . 3 O Summary of Revision: ?lb V Q t/ I rlil RP cVe eca. L1.6. - ! N -p-° f (iv 4 ( ;) RECEIVED Cif OFTt Mcwu JAN ii.120%1 PE,AA411 CENTER Sheet Number(s): Li-67 - W r "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A Entered in Permits Plus on 07 /i( /(0)-- \applicationsiforms- applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name J R LENNEN CONSTRUCTION UBI No. 602110280 Phone 2099339000 Status Active Address 1136 W Fremont Street License No. JRLENC'990JZ Suite /Apt. License Type Construction Contractor City Stockton Effective Date 4/9/2001 State CA Expiration Date 2/7/2013 Zip 95203 Suspend Date County Out Of State Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date LENNEN, JACK R Owner 01/01/1980 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 CBIC SD0946 02/03/2002 Until Cancelled $12,000.00 02/06/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 Liberty Surplus Ins Corp DGLLA1202371 02/17/2011 02/17/2012 $1,000,000.0002 /16/2011 7 NORTH AMERICAN CAPACITY INS C 88g000194501 02/17/2010 02/17/2011 $1,000,000.0002 /16/2010 6 NORTH AMERICAN CAPACITY INS C 88- 80001945- 00 02/17/2009 02/17/2010 $1,000,000.0002 /17/2009 5 LANDMARK AMERICAN INS CO LHA132731 02/17/2008 02/17/2009 $1,000,000.0002 /19/2008 4 SC BCS0012352 02/17/2006 02/17/2008 $1,000,000.00 03/02/2007 3 MT HAWLEY INSURANCE CO MGL0135932 06/03/2003 06/03/2006 $1,000,000.0002 /07/2006 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 02/10/2012 REVISIONS_ No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Revisions will require a new plan submittal and may include additional plan review flees. SCOPE OF WORK DESCRIPTION: RETAIL TENANT IMPROVEMENT/REMODEL OF EXISTING INTERIOR MALL TENANT LEASE SPACE. PROPOSED WORK INCLUDES DEMOLITION OF EXISTING 'TENANT IMPROVEMENTS, NEW INTERIOR PARTITIONS, CEILINGS, FIXTURES, FINISHES, STOREFRONT AND SUPPORTING ELECTRICAL, MECHANICAL, PLUMBING AND FIRE SPRINKLER FOR THE ABOVE. THE SCOPE OF THIS PROJECT INCLUDES: iXt BUILDING MECHANICAL X ELECTRICAL X PLUMBING X SPRINKLER UNDER SEPARATE PERMIT (DEFERRED SUBMITTAL) • VICINITY MAP SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION ANEW TENANT IMPROVEMENT FOR: WESTFIELD SOUTHCENTER SPACE N0. 544 (LEVEL 1 OF 3) 2800 SOUTHCENTER MALL SEATTLE, WASHINGTON 98188 VENDOR CONTACTS MILLWORK AND METAL FIXTURES: THE CARLSON GROUP TINA PEREZ T (630) 613 -5032 F (630) 613 -50/3 E tina.perezecarlsongroupinc.com PROJECT DATA 7(2&tp- opictyri---- a // reaPried C/ S rJ 24-11 6//ey J'h u 5 1- he- 649 11--€A--P.lif N/ ihcS/L011t) 14,69,a de7 14/4 if 5 �. �� c� �� � s �i c s b � l l p tzio 'd hacieevl Ito 1--6e/( 77-1? wood "-feNe4 i-v)-764/1-- 0 I/7 P114` � e c../e 04 -Kw, 5 i-orie,;40 eec/s Ciqs 5 13 6/0 rz&td cif 71—k• �J�✓'C�► �eOe-S lilO J�--l4%L'P.-1_` 11'4,3 I''e-t7 Pro 6444'7 61,7 ke,t1; &-Al 'a/ -1-/-;6/"` ,S A o 61/ d)li el-47 o ‘,( m cry s1-,� /17'e#/-7 ce_ 0--64 t opi 1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of u ila BUILDING ISION FIB, QOM, Pam* No. Plan review approval is object to more and =Worms Approval of construction documents does net au%i r, 'i the violation of e of moved Fief adopted code or ordiiianc , �-� and ins is sicArcawi,dgEict B City Of11,tk fla BUILDING DIVISION INDEX OF DRAWINGS STORAGE ROOM SHELVING: MOBILE MEDIA JESSICA ROBISON T (800) 184 -8080 F (845) 144 -80010 E rfgemobilemediastorage.com STOREFRONT SIGNAGE: CHANDLER SIGNS PATRICIA PARTIN T (160) 0161 -1003 G (01401) 683 -8168 E ppartinachandIarslens.com LIGHTING: GS ILLUMINATION SUSIE KABANUCK T (760) 411 -1244 F (160) 411-1245 E skabanuckacsilluminatIon.com IT INSTALLER: SNIDER SERVICES JOSHUA GLOVER T (714) 415 -5456 F (8e e) 212 -3565 E joshasniderservIces.com AUDIO SYSTEM: PLAY NETWORK CHRIS FIELD T (425) 6201-21x4 F (425) 6201-21,44 cf le 'dap laynetwork.com SECURITY ALARM SYSTEM: SCARSDALE SECURITY MALCOLM BECK T (914) 122 -2304 F (914) 122 -2228 E malcolmescarsdalesecurity.com 0 KEY PLAN SECURITY CAMERA SYSTEM: CHECKPOINT FELIX MARTINEZ E fellx.martinezecheckpt.com WESTFIELD SOUTHCENTER THIS PROJECT IS IN A: ® COVERED MALL BUILDING EXTERIOR MALL ❑ STREET LOCATION r/1A�7 SPACE NO. 544 macy� C3 CI 0 CI CD © 0 C, o u NORTH SEATTLE, WASHINGTON 98188 EARS PUBLIC RESTROOMS & DRINKING FOUNTAINS WESTFIELD SOUTHCENTER LEVEL 1 OF 3 NORTH 1. PROJECT NAME. VANS 2. PROJECT DESCRIPTION:_ SHOE AND APPAREL SALES - RETAIL 3. PROJECT LOCATION: WESTFIELD SOUTHCENTER - SPACE NO. 544 2800 SOUTHCENTER MALL SEATTLE, WASHINGTON ,48188 CONTACT: CHRISTIAN ALTENBERGER - cfaltenbergerowestfield.com PHONE: (206) 246 -1400 3. TENANT: VANS, INC 6550 KATELLA AVENUE CYPRESS, CALIFORNIA q0630 CONTACT: STEVE McLEOD PHONE: (114) 8801 -3266 4. LANDLORD: WESTFIELD 2800 SOUTH CENTER MALL SEATTLE, WA. 018188 CONTACT: SCOTT PREISTER sprelsterawestfield.com PHONE: (206) 246 -1400 5. ARCHITECT: TIMOTHY 6. PLE6ER R.A. 15640 NORTH 1TH STREET - SUITE 1501 PHOENIX, ARIZONA 85022 CONTACT: JOHN F. HENRY III - johneplegerhenry.com TEL: (602) 2,43 -5300 FAX (602) 2 15 -3506 6. GOVERNING CODES' ALL WORK SHALL BE IN CONFORMANCE WITH BUT NOT LIMITED TO THE REQUIREMENTS OF THE FOLLOWING CODES AND AMENDMENTS: 7. SPACE DATA: 8. MUNICIPAL REVIEW 9. FIRE SPRINKLERS: BUILDING: MECHANICAL: PLUMBING ELECTRICAL: HANDICAP: FIRE: ENERGY: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL PLUMBING CODE 2001 NATIONAL ELECTRIC CODE ADA 20001 INTERNATIONAL FIRE CODE 2001 INTERNATIONAL ENERGY CODE TYPE OF CONSTRUCTION: II B - FULLY SPRINKLERED OCCUPANCY CLASSIFICATION: M - MERCANTILE TOTAL LEASED SQUARE FOOTAGE: 3,305 SQ. FT. PUBLIC AREA: 1,828 SQ. FT. ± 30 = 61 NON PUBLIC AREA: 1,477 SQ. FT. = 100 = 15 TOTAL NO. OF OCCUPANTS: 76 EXITS REQUIRED: 2 EXITS PROVIDED: 2 CITY OF TUKWILLA PERMIT CENTER 6200 SOUTHCENTER BLVD TUKWILLA, WASHINGTON 018188 CONTACT: BILL RAMBO PHONE: (206) 431 -5610 AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES 4 REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL 5E LANDLORD APPROVED. HEADS IN CEILING TILES TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA. NOTE' FIRE SPRINKLER PLANS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED BY THE LICENSED FIRE SPRINKLER CONTRACTOR TO THE GOVERNING MUNICIPALITY FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SHT NAM E BIND T TITLE SHEET 1 SP1 GENERAL SPECIFICATIONS 2 SP2 GENERAL SPECIFICATIONS / SCHEDULES 3 D1 DEMOLITION PLAN 4 Al FLOOR PLAN & WALL LEGEND 5 A2 REFLECTED CEILING PLAN & SYMBOLS LEGEND 6 A3 FIXTURE / FLOOR FINISH PLAN 7 A4.1 STOREFRONT ELEVATION & ENLARGED PLAN 8 A4.2 STOREFRONT SECTIONS 9 A5.1 INTERIOR ELEVATIONS 10 A5.2 INTERIOR ELEVATIONS 11 A6 WALL SECTIONS 12 A7.1 STOREFRONT DETAILS 13 A7.2 CONSTRUCTION DETAILS 14 A7.3 FIXTURE DETAILS 15 M1 MECHANICAL PLAN & NOTES 16 M2 MECHANICAL SCHEDULES & DETAILS 17 El ELECTRICAL POWER PLAN & NOTES 18 E2 ELECTRICAL LIGHTING PLAN & NOTES 19 E3 ELECTRICAL NOTES, SPECS. & SCHEDULES 20 RECEIVED DEC 2 0 2011 PERMIICENTEE col Cr)L aJ V L O w Z sJ� J •. •.■e1•■ z 1 7 00 00 — 00 '� sC ti3 °OM +.1 c c 0 In v t z Elj O � D m cc N t� REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA. FILE NAME: PH 11 -095 -T PROJECT NUMBER: PH 11 -095 LU 2 GENERAL SPECIFICATIONS 00700 GENERAL CONDITIONS WITHIN 5 DAYS OF BEING AWARDED THE PROJECT THE CONTRACTOR MUST PROVIDE THE VANS PROJECT MANAGER WITH THE JOB SUPERINDENDANT'S CELL PHONE NUMBER AND E -MAIL ADDRESS. THE CONTRACTOR SHALL SUPPLY VANS WITH A COMPLETE LIST OF ALL SUB - CONTRACTORS INVOLVED WITH THE WORK, (NAME, ADDRESS AND TELEPHONE NUMBER, ETC. 01010 SUMMARY OF WORK WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS, SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL PRINTING OF SAME. A RESPONSIBILITY SCHEDULE 15 INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. CONTRACTOR RESPONSIBILITY: GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK 15 PERFORMED IN AN EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT UTILITY MANAGER GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND /OR LANDLORD. REGULATORY AGENCIES: ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. REFERENCE STANDARDS: COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. QUALITY ASSURANCE: THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE. FIRE -RATED CONSTRUCTION: WHEREVER A FIRE RESISTANCE CLASSIFICATION 15 INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE RESISTANCE INDEX" FOR THE UL DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. 01030 SHORT/ DAMAGED FREIGHT: INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT: I. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. 2. THERE ARE TIMES WHEN DAMAGE 15 DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR. SIGNS OF DAMAGE OR ABUSE AND THIS 15 TO BE NOTED. 3. SEND A COPY OF THE FREIGHT BILL AND A COPY OF THE ORDER (PROVIDED AT START OF CONSTRUCTION) ALONG WITH ANY OTHER INFORMATION REQUESTED TO THE STORE OWNER 4. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM /HER OF THE LOSS 50 THAT, IF NECESSARY, THE ITEM(5) CAN BE REORDERED. UNLOADING FIXTURES: INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS WITH THE EXCEPTION OF ITEMS FROM OUR DISTRIBUTION CENTER IN HOFFMAN ESTATES. PROTECTION OF MATERIALS / FURNITURE ON SITE: G.C. 15 RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB SITE. G.C. WILL BE BACKCHAROED FOR DAMAGES AND MISSING ITEMS. 01500 EXISTING CONDITIONS: GENERAL CONTRACTOR 15 TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. . EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL. BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. 01510 TEMPORARY PROTECTION: (BARRICADE) GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE ERECTION OF TEMPORARY PROTECTION OF THE CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. THE 6C. SHALL COORDINATE ANY BARRICADE TREATMENTS, GRAPHICS, ETC. WITH VANS AND THE CENTER MANAGEMENT. 01610 PRODUCT HANDLING: DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT MATERIALS FROM CORROSION AND DAMAGE. STORE IN A DRY VENTILATED SPACE, OFF THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT SUPPLIED MATERIAL VENDORS. GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, ACCORDING TO THE TERMS AND CONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL CONTRACTOR. GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES AND GENERAL CONTRACTOR INSTALLS. HE WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN HIS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. 0710 CLEANING / ADJUSTING / MAINTENANCE / WARRANTIES: EXECUTE PERIODIC GLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, 50 THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. CONDUCT GLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS, ANTIPOLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS PROM JOBSITE, ON A DAILY BA515. PROTECTION: PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION 50 THAT IT WILL BE FREE OF DAMAGE AT THE TIME OF ACCEPTANCE BY THE TENANT. COMPLETION: STORE TO BE READY FOR OCCUPANCY - ALL SURFACES GLEAN. 01700 CLEANING / ADJUSTING /MAINTENANCE/WARRANTIES PART I - GENERAL A. FINAL GLEANING I. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL GLEANING SERVICE TO EXECUTE FINAL GLEANING PRIOR TO TURNOVER B. ADJUSTING I. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE TURN -OVER. G. SPARE PARTS AND MAINTENANCE PRODUCTS I. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA SMOOTH AND UNHINDERED OPERATION. D. OPERATION AND MAINTENANCE DATA I. SUBMIT DATA BOUND IN 8- I /2xII INCH TEXT PAGES, THREE D PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. 2. PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION AND MAINTENANCE INSTRUCTIONS ", TITLE OF PROJECT. SIDE RING BINDER WITH DURABLE PLASTIC COVERS. E. WARRANTIES AND BONDS I. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB - CONTRACTORS, SUPPLIERS, AND MANUFACTURERS. PART 2 - PREPARATION / EXECUTION A. FINAL GLEANING I. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. GLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH GLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING GLEANED. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. 02050 DEMOLITION: ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART OF THIS CONTRACT AND SHOULD BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. REQUIREMENTS. THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUT THE ARCHITECT DOES NOT CERTIFY THAT ALL DEMOLITION WORK 15 INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO BE INSPECTED B.T. THE GENERAL CONTRACTOR TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END OF CONSTRUCTION, THE EXISTING WALLS, AREAS, ETC., SHOULD BE LIKE -NEW CONSTRUCTION. ALL DEMOLISHED WORK SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALL TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO DEMOLITION PLAN NOTES. I. SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS AS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. A. PROTECTION OF EXISTING WORK TO REMAIN. B. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. G. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. D. REMOVAL AND GAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. E. DEBRIS REMOVAL AND DISPOSAL. F. REMOVAL OR GORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. 6. REMOVAL OF ANY EXISTING STOREFRONT, INCLUDING OVERHEAD ROLL -UP GRILLE. 2. GENERAL REQUIREMENTS A. THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE REMOVING OF ALL STRUCTURAL ELEMENTS. B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY ALLOWANCES. G. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITS ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM GUTTING AND STRIPPING 50 THAT THE WORK TO REMAIN 15 UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY BE CONNECTED WITH IT. D. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS GUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. E. G.C. TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND /ORCONSTRUGTION SCHEDULES. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL 15 REQUIRED TO PERMIT INSTALLATION OF NEW WORK. F. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. 5. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. 4. MECHANICAL, ELECTRICAL, AND PLUMBING A. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND TI-105E TO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. B. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. GUT AND CAP OR PLUG TO PREVENT ESCAPE OF GAS, LIQUID, ETC.. BEHIND THE BACK OF THE FINISH MATERIAL. G. REPAIR, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO CSI, THE ARCHITECT OR THE LANDLORD. THESE LANDLORD. THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. 03010 CONCRETE: WHEN THE CONCRETE FLOOR SLAB 15 EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLAB FLOOR 15 TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORD'S DIRECTIONS AND SPECIFICATIONS. 03015 FLOOR SLAB MODIFICATIONS: GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS FOR GRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. 05010 STRUCTURAL METALS: THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STORE FRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. 06100 ROUGH CARPENTRY: ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD REQUIREMENTS. PARTICLE BOARD SHALL BE UL GLASS I FIRE - RATED, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE OR PAINTED METAL. LAMINATE. WOOD FRAMING MEMBERS SHALL BE NO. I LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS. PLYWOOD SHALL BE GRADE B -D DOUGLAS FIR, SANDED AND PREPARED YO RECEIVE PLASTIC LAMINATE, METAL LAMINATE OR PAINT. PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION, APA C-17 PLUGGED INT. NOT LESS THAN 3/4" THICK. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING DEVICES. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. 06400 ARCHITECTURAL WOODWORK: FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD COMPLY WITH PREMIUM GRADE WORK AS DESCRIBED IN "ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE ARCHITECTURAL WOODWORD INSTITUTE. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO PERMIT A MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF I/8" IN 8' -O" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. ANCHOR WOODWORK TO ANCHORS, OR BLOCKING BUILT -IN, OR DIRECTLY ATTACHED TO SUBSTRATE. SECURE WITH CONGEALED FASTENERS. ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FINISH PAINTING, AS PER DETAILS AND SCHEDULES. 06410 HARDWARE: HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF THEIR WORK. 07900 SEALANT: PART I - GENERAL A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. I. SILICONE SEALANTS (TYPE 5): ASTM Cg20, SINGLE COMPONENT, NON - SAGGING, NON - STAINING, NON - BLEEDING; FOR USE AS GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXECUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. G. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. 08210 WOOD DOORS: ALL INTERIOR WOOD DOORS SHALL BE SOLID LUMBER CORE (COORDINATE WITH DOOR SCHEDULE) FLUSH CONSTRUCTION, OF THE DIMENSIONS SHOWN, AND SHALL MEET OR EXCEED THE ANSI/NWSA INDUSTRY STANDARD I.S. /SERIES AND AK QUALITY STANDARD FOR ARCHITECTURAL FLUSH DOORS. DOORSKIN FOR PANTED AND VINYL COVERED SURFACES SHALL BE OF PAINT GRADE. OVERALL THICKNESS OF DOORSKIN SHALL BE I/8" AND SHOULD BE BELT SANDED FOR PAINT FINISH. FINAL SANDING BY FIELD FINISHER. WHEN REQUIRED BY CODE, FIRE DOORS SHOULD HAVE THE REQUIRED FIRE RATING. WOOD FRAMES: EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND HAVE BEEN INSTALLED AS REQUIRED FOR PROPER HANGING OF CORRESPONDING DOORS. ALIGN AND FIT THE DOORS IN THE FRAMES WITH THE FOLLOWING UNIFORM CLEARANCES AND BEVELS. TRIM STILES AND RAILS ONLY TO THE EXTENT PERMITTED BY LABELING AGENCY. FOR NON -RATED DOORS, PROVIDE CLEARANCES OP I/8" AT JAMBS AND HEADS, AND I/8" FROM THE BOTTOM OF THE DOOR TO THE TOP OF THE FINISH OR COVERING. FOR FIRE -RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE -RATED FRAMES IN ACCORDANCE WITH REQUIREMENTS OF NFPA NO. 80 EXISTING DOORS: WHEN EXISTING DOOR 15 TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED 3/8" FROM EXISTING FLOOR TO PROVIDE FOR DOOR CLEARANCE IF OVER NEW CARPET. 08341 OVERHEAD ROLLING GRILLES & SIDE FOLDING: GRILLES: STORE FRONT GRILLE(S) WILL BE SUPPLIED BY TENANT G.G. AND INSTALLED BY THE GRILLE CONTRACTOR. GRILLES ARE TO BE SELF - SUPPORTING BUT ARE ATTACHED TO THE MALL STRUCTURE ABOVE FOR LATERAL. SUPPORT ONLY. GENERAL CONTRACTOR 15 TO COORDINATE THESE CONNECTIONS WITH APPLICABLE LANDLORD CRITERIA AND /OR APPROVALS. GENERAL CONTRACTOR 15 TO ACCURATELY "LAY OUT" THE STOREFRONT(S) FOR THE GRILLE CONTRACTOR, SHOWING GRILLE CENTERLINE(S) AND SUPPORT LOCATIONS. RELEASE HANDLE COMPONENTS TO BE INSTALLED IN TENANTS' STOREFRONT BEHIND CLOSURE LINE IN COMPLIANCE WITH GRILLE MANUFACTURER'S SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. 08710 DOOR HARDWARE PART I - GENERAL FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND STOREFRONT DOORS SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN FIELD. FOLLOW PHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AWI (AMERICAN IODWORKIN6 INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. FINISHES: PER HARDWARE SCHEDULE F. KEYING I. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION GORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB. 6. PROVIDE GOMMERGIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS AGGORDIN6 TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. PART 2 - PREPARATION / EXECUTION COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. WHEREVER GUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 GLASS AND GLAZING: PROVIDE GLASS AND GLAZING AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFACTURERS. COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF 6LA55 AND GLAZING PRODUCT INDICATED. PROVIDE GLASS DOORS (WHEN USED) AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFACTURERS. DOORS SHALL BE H6P STYLE "P" FULL WIDTH BOTTOM AND TOP RAILS. DOORS SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH-PULL-5 AND LOCK CYLINDERS INSTALLED BY 6.G. PUSH -PULLS SHALL BE HOP STYLE HB -I, 10" OR APPROVED EQUAL. ALL GLASS DOOR HARDWARE FINISHES SHALL BE H6P #555 BLACK ANODIZED OR APPROVED EQUAL. WHERE SAFETY GLASS 15 INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH ANSI Zg1.l. MIRROR SHALL COMPLY WITH F.S. DD- G- 471C,TYPE I, CLASS I, QUALITY 02, 1/4" THICK. PROVIDE SILVERING, COPPER BACKING AND PROTECTIVE COATING CONFORMING TO F.5. DD- M.411. FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER. ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES SHALL BE GROUND 09250 GYPSUM DRYWALL SYSTEMS: PART I - GENERAL A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS.. COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. • B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS NOTED ON SHEET AI.0 (CONSTRUCTION PLAN). RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. G. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PREPUNGHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE - FINISH ALUMINUM. E. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. STUDS AND FRAMING: ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM G -645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN I I/4" OF THE SIZES AND GAUGES SHOWN. METAL FURRING CHANNELS: HAT SHAPED, 1/8" HIGH, 25 GAUGE GALVANIZED. BACKER PLATES: 20 GAUGE GALVANIZED. HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WI ASTM C -154. HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE F CEILING HANGERS. FURRING ANCHORAGE'S: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE -TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH A G -'754. METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "5" OR 5 -12, PAN HE ADHESIVES: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. REVIEWED FO CODE COMPLIAN APPROVED THER R FEB 0 8 2012 'M City of Tukwila BUILDING DIVISIO TRIM ACCESSORIES: PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS SHOWN SPECIFIED, FABRICATED FROM GALVANIZED STEEL, AND OF THE FOLLOWING TYPE: PROVIDE DRYWALL MOLDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL CORNER BEAD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED FLANGES. CONGEAL FLANGES WITH AT LEAST 2 GOATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY q" ON BOTH SIDES OF THE EXPOSED METAL. WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI - FINISHING CASING BEAD (NO JOINT COMPOUND TREATMENT NECESSARY). TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUT APPROXIMATELY 4" WIDE. THIS 15 TO BE IN THE NORMAL THREE -COAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN COATS. ALL NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE -GOAT FINISH USING THE SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS. SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE WALL FINISH. VERIFY THAT THE EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED. GYPSUM BOARD: 5/8" THICK UNLESS NOTED OTHERWISE. ASTM C56, TAPERED EDGES. PROVIDE "TYPE X" (FIRE RETARDANT) WHERE SHOWN AND AT DEMISING WALLS. WATER RESISTANT GYPSUM BOARD (GREENBOARD) ASTM C -630 TYPE "W ". PROVIDE FOR WET WALLS IN TOILETS. USE "DURLOCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS. ACCESS PANELS: I. 6.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "DIN" AS MANUFACTURED BY: MILCOR, 1101 EAST KIBBY, LIMA, OHIO, 45804. PHONE NUMBER: 41q- 221 -6841q (SIZE AS REQUIRED) 5. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY 6.C. D11 --4o 1 RECEIVED DEC 20 2011 PERMIT CENTER CE O LA m co C1 N VI ID 1 1.1 Q ta- G� r 0 G' -C M • 0 0 Z N mill 4-1 O N Et00 F- uJ W x c/1 z 0 LL V 0 • II • U ■ II • • 00 00 MCl/ O I3 @LI� Vf -C cv Z3 z `tn. m to N tlf SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -SP1 PROJECT NUMBER: PH 11 -095 W N a._ GENERAL SPECIFICATIONS 09300 CERAMIC TILE: SECTION I- PRODUCTS 1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI AI31.1 -I4488 TYPE: CERAMIC TILE, REFER TO MATERIALS SCHEDULE. SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL BE NOMINAL SIZE, REFER TO MATERIALS SCHEDULE. THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS AFTER FIRING AND SHALL SE NOMINAL, REFER TO MATERIALS SCHEDULE. COLOR: REFER TO MATERIALS SCHEDULE. 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI A118. SERIES OR AI56.14112 TYPE I. 1.3 GROUTING MATERIALS: SELECT &ROUT PER ANSI A118.3, AI18.5, A118.6 OR A118.8- Iq '42. POLYBLEND NON - SANDED GROUT. MANUF. : BONSAL CO. COLOR: HONEY. 1.4 WATERPROOFING /ANTI - FRACTURE MEMBRANE: SELECT PER ANSI AI18.10 -141413 AS REQUIRED. 1.5 GROUT SEALER: BONSAL OR EQUAL. SECTION 2- INSTALLATION 2.1 ACCEPTABILITY OF SURFACES A. BEFORE TILING, VERIFY THAT ALL. SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW: WALLS: I/8" IN 8' FLOORS: I/8" IN 10' REPORT ALL. UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. B. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE 15 INSTALLED BY THE THIN -SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE APPROPRIATE SIZE TROWEL, COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR % COVERAGE AS POSSIBLE OF MORTAR TO TILE. RIDGES. OBTAIN AS NEAR AS 100 MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNERS AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL TILES TO ASSURE PROPER BOND COVERAGE CON515TENT WITH INDUSTRY SPECIFICATIONS. 2.3 MAX. GROUT JOINT = I/8 ". 2.4 EXPANSION JOINTS: INSTALL. ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TGA DETAIL EJI11. PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING 15 NOT COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. 2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR PRODUCT SELECTED. 2.1 GLEANING AND PROTECTION A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH GLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST THREE (3) DAYS AFTER GROUTING. 09390 CEMENTITIOUS FIBER BOARD 1/2" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED EQUAL. FRAMING MEMBERS SHOULD BE STRAIGHT, TRUE, UNIFORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH DUROCK 15 FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE PANEL TO BE FLECKED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. JOINT REINFORCEMENT: DUROGK TYPE "P" TAPE. FASTENERS: SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. METAL STUDS MUST BE 20 6A. OR HEAVIER ® NO MORE THAN 16" 0.G.. USE 11/4" 9-12 FLAT WASHER HEAD SCREWS WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH. ALL SCREWS MAY BE PLACED A MAX. OF 8" APART. 09511 ACOUSTICAL LAY -IN CEILING: NOT USED 09650 RESILIENT FLOORING AND BASE: PROVIDE TILE UNITS OF THE COLOR, SIZE AND MANUFACTURER SHOWN. PRIOR TO LAYING FLOORING, SUBFLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED. USE THE PRIMER AND ADHESIVE RECOMMENDED BY THE MANUFACTURER. BUTT FLOORING TIGHTLY TO VERTICAL SURFACE, THRESHOLDS AND EDGINGS. PROVIDE RESILIENT BASE OF THE COLOR, SIZE, TYPE AND MANUFACTURER SHOWN. SECURE BASES TO SURFACES WITH THE ADHESIVE RECOMMENDED BY THE MANUFACTURER, WITH TIGHT JOINTS, KEEPING TOP AND BOTTOM EDGES IN FIRM CONTACT WITH ADJACENT SURFACES. INSTALL THEM IN AS LONG LENGTHS AS PRACTICAL. GENERAL CONTRACTOR WILL SUPPLY AND INSTALL TILE GUARD STRIP. 09670 WOOD FLOORING A. MATERIALS: WOOD FLOORING MATERIAL, AS INDICATED BELOW OR OTHERWISE, I5 PROVIDED BY THE GENERAL CONTRACTOR FOR INSTALLATION BY THE GENERAL CONTRACTOR EXAMINATION: I. EXAMINE SUBSTRATES, AREAS 4 CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WOOD FLOORING. a. FLOORING 15 ADHESIVELY APPLIED - VERIFY THAT SUBSTRATES ARE FREE OF CRACKS, RIDGES, DEPRESSIONS, SCALE AND ALL FOREIGN DEPOSITS THAT MIGHT INTERFERE WITH ADHESION OR APPEARANCE. b. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. c. INSTALL PLANKS IN A RANDOM PATTERN AND WITH NO BOARDS OF THE SAME WIDTH ADJACENT TO EACH OTHER. 2. CONCRETE MOISTURE TESTING: PERFORM ANHYDROUS CALCIUM CHLORIDE TEST PER ASTM F 186'4, AND AS FOLLOWS: a. PERFORM TESTS 50 THAT EACH TEST AREA DOES NOT EXCEED 200 50. FT. AND PERFORM NOT LESS THAN 2 TESTS IN EACH INSTALLATION AREA TEST AREAS SHALL BE EVENLY SPACED WITHIN THE INSTALLATION AREA. b. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM MOISTURE- VAPOR - EMISSION RATE OF 3 LB. OF WATER/I000 SQ. FT. PERFORM ALKALINITY AND ADHESION TESTS RECOMMENDED IN WRITING BY MANUFACTURER OR, IF NONE ACCORDING TO NWFA'S "INSTALLATION GUIDELINES: WOOD FLOORING ". PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING. d. SUBMIT TEST RESULTS TO TENANT'S FIELD REPRESENTATIVE. 3. INSTALLATION a. ALLOW MATERIAL TO ACCLIMATE AND INSTALL PER MANUFACTURER'S REQUIREMENTS FOR ENVIRONMENTAL CONDITIONS. Id. DO NOT INSTALL BOARDS THAT ARE DAMAGED, HAVE VISIBLE KNOTS OR ARE OF IMPROPER COLOR/SHADE OR FINISH. c. INSTALL IN FULL BED OF TOWELED ADHESIVE PER MANUFACTURES' INSTALLATION INSTRUCTIONS AND WITHOUT RAW/UNFINISHED EDGES EXPOSED. 1. GRIND HI6H SPOTS AND FILL LOW SPOTS ON CONCRETE SUBSTRATES TO PRODUCE A MAXIMUM I/8 INCH DEVIATION IN ANY DIRECTION WHEN CHECKED WITH A 10 -FOOT STRAIGHT EDGE AND 1/2" MAXIMUM OVERALL DEVIATION. a. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, TO FILL CRACKS, HOLES, AND DEPRESSION IN SUBSTRATES. b. LEVELING COMPOUNDS SHALL ACHIEVE FULL ADHESION AND GURIN6 AND BE SUITABLE FOR DIRECT GLUE METHOD OF SOLID FLOOR INSTALLATION. 2. REMOVE COATINGS, INCLUDING CURING COMPOUNDS, AND OTHER SUBSTANCES ON SUBSTRATES THAT ARE INCOMPATIBLE WITH INSTALLATION ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. G. PREPARATION: 3. BROOM OR VACUUM GLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE PROJECT INSTALLATION. AFTER CLEANING, EXAMINE SUBSTRATES FOR MOISTURE, ALKALINE SALTS, CARBONATION, OR DUST. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. D. INSTALLATION: I. COMPLY WITH FLOORING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, BUT NOT LESS THAN APPLICABLE RECOMMENDATIONS IN NWFA'S 'INSTALLATION GUIDELINES: WOOD FLOORING ". MAINTAIN A MINIMUM TEMPERATURE OF 65 DEGREES F (18 DEGREES G) AND A MAXIMUM TEMPERATURE OF 15 DEGREES (24 DEGREES G) WITH A RELATIVE HUMIDITY OF 35 -50% IN SPACES TO RECEIVE WOOD FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. STORE WOOD FLOORING MATERIALS IN SPACES WHERE THEY WILL BE INSTALLED FOR AT LEAST 48 HOURS BEFORE BEGINNING INSTALLATION. SUBSEQUENTLY, MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES F (13 DEGREES G) IN AREAS WHERE WORK 15 COMPLETED. MAINTAIN RELATIVE HUMIDITY LEVELS WITHIN TOLERANCES OF MANUFACTURER BEFORE, DURING, AND AFTER INSTALLATION. 2. CONCRETE SLAB PRIMER: NON - STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 3. ADHESIVES (CEMENTS): WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. ADHESIVE SHALL BE BOSTIK'S BEST WOOD FLOORING URETHANE ADHESIVE. PERFORM ANY ADDITIONAL SURFACE PREPARATION, ETC. AS REQUIRED BY ADHESIVE MANUFACTURER'S INSTRUCTIONS. 4. DO NOT INSTALL WOOD FLOORING OVER CONCRETE SLABS UNTIL THE LATTER HAS BEEN CURED AND SUFFICIENTLY DRY TO ACHIEVE BOND WITH ADHESIVE AS DETERMINED BY WOOD FLOORING MANUFACTURER'S RECOMMENDED BOND AND MOISTURE TEST, AND AS OUTLINED ABOVE. SUBMIT TEST RESULTS TO FOSSIL'S PROJECT MANAGER PRIOR TO BEGINNING INSTALLATION. 5. SET WOOD FLOORING IN ADHESIVE. PROVIDE 1/2" MIN. EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND TERMINATIONS OF FLOORING. HOLD GWB ABOVE FLOOR LINE AS REQUIRED. 6. ATTACH BASEBOARD TO WALL. DO NOT ATTACH ANY TRIM MOLDINGS TO FLOORING. E. PROTECTION: 1. PROTECT INSTALLED WOOD FLOORING DURING REMAINDER OF CONSTRUCTION PERIOD WITH COVERING OF I/8" THICK MASONITE. ALL JOINTS SHALL BE TAPED IN ANY CASE. DO NOT USE PLASTIC, SHEET OR FILM THAT MIGHT CAUSE CONDENSATION. a. DO NOT MOVE HEAVY AND SHARP OBJECTS WITHOUT ADDITIONAL PROTECTION AS MAY BE REQUIRED. 99680 CARPET: SECTION NOT USED 09900 PAINTING: PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL OPAQUE OR NATURAL, PRIME, INTERMEDIATE OR FINISH GOATS OF FIELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. PROVIDE TOP -OF- THE -LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL DESCRIPTIONS BASED ON SHERWIN- WILLIAMS: BENJAMIN MOORE, PPG INDUSTRIES, SHERWIN- WILLIAMS, PRATT $ LAMBERT, GLIDDEN, NAPCO, BUTE PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS HARDWARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY GLEAN OFF GRIME, GREASE, DIRT, CHALK, DUST, LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY BETWEEN EACH SUCCEEDING GOAT OF PAINT. FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH. GLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A GLEAN, ACCEPTABLE CONDITION. DRYWALL: PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX, "REGAL WALL SATIN" (FLAT). WOODWORK: PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) GOATS OF "REGAL AQUAGL0" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES ARE GALLED FOR, USE MULTIPLE GOATS TO PRODUCE GLASS - SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. METAL WORK: PRIME METAL SURFACES (AG REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADEQUATE PRIMER AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURFACES 0.D. DUCTS WHERE VISIBLE THROUGH REGISTERS OR GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES THAT HAVE BEEN SHOP - PRIMED. METAL DOORS: PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) GOATS OF SATIN FINISH ENAMEL AS SCHEDULED. 10430 ILLUMINATED SIGNS AND CEILING ELEMENTS: SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION TO ASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND LANDLORD CRITERIA. 10440 INTERIOR SIGNAGE: SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR AS PER MANUFACTURER'S INSTRUCTIONS. REFER TO DRAWINGS FOR TYPE AND LOCATION. 10800 TOILET ACCESSORIES: PROVIDE PRODUCTS AS SHOWN. FURNISH INSERTS AND ANCHORING DEVICES FOR THE TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONGEALED FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH FASTENERS FINISHED TO MATCH THE ACCESSORIES. THE TEN. S.C. SHALL. PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF ALL ITEMS AS REQUIRED. TOILET ACCESSORY SCHEDULE AC -1 BOBRICK 8 -5806 SERIES 36" STAINLESS STEEL HORIZONTAL GRAB BAR AC -2 BOBRICK 8 -5806 SERIES 42" STAINLESS STEEL HORIZONTAL GRAB BAR AC -3 BOBRICK 8 -5806 SERIES 18" STAINLESS STEEL VERTICAL GRAB BAR AC-4 BOBRICK 8 -12860 SURFACE MTD. PAPER TOWEL DISPENSER AC -5 1306RIGK 8 -2730 SURFACE MTD. TOILET TISSUE DISPENSER AC-6 BOBRICK 5-40 SURFACE MTD. LIQUID SOAP DISPENSER AC-7 BOBRICK 5-2q2 24 X 36" WALL MIRROR W. 5/5 FRAME AND SHELF AC -8 BOBRICK 5-221 SURFACE MOUNTED SEAT COVER DISPENSER NOTE: NO SUBSTITIONS WILL BE ACCEPTED WITHOUT APPROVAL BY VANS PM MISCELLANEOUS NOTES: I. THE RECEIPT AND USE OF THESE DOCUMENTS CONSTITUTES AGREEMENT THAT EXISTING PROJECT CONDITIONS, INCLUDING THE PRESENCE OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS, ARE AND REMAIN ISSUES OUTSIDE THE SCOPE ADDRESSED BY THESE DOCUMENTS AND THAT THE ARCHITECT PREPARING THESE DOCUMENTS SHALL NOT, IN ANY WAY, BE LIABLE FOR THE PRESENCE, DISCOVERY, REMOVAL OR HANDLING OF SUCH MATERIALS. 2. ANY WORK NOTED ON DRAWINGS AS BY TENANT SHALL 5E THE RESPONSIBILITY OF THE CONTRACTED GENERAL CONTRACTOR. 3. THESE SPECIFICATIONS MAY INCLUDE SECTIONS WHICH ARE NOT INCLUDED IN THE 60:41 SCOPE OF WORK. tleo.# END OF DIVISION 015000 MECHANICAL: 1. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. 016000 ELECTRICAL: 1. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. END OF SPECIFICATIONS 0 RESPONSIBILITY SCHEDULE ITEM FURNISHED INSTALLED I EXIST. INA NOTE: G.C. TO COORDINATE SCHEDULING -; AND INSTALLATION OF ALL OWNER PROVIDED ITEMS. EXIST. O z TENANT CONTRACTOR LANDLORD TENANT CONTRACTOR NO CHANGE z 0 � < NOT APPLICABLE STOREFRONT GENERAL CONSTRUCTION 'ELECTRICAL LOC. & EXTEND CONDUIT • F -2 BRUCE *100 E- 3500 -10I 1 -PLY, 3" PLANK NATURAL BIRCH HARDWOOD FLOORING. W/ DURA LUSTER PLUS FINISH. APPLY WITH MANUFACTURERS RECOMMENDED ADHESIVE. CONTACT VIRGINIA HARDWOOD CO. AZUSA, CA (626) 815 -0540 • EXISTING SHEET VINYL FLOOR TO REMAIN. STRIP $ RE -WAX / SEAL • INCLUDING I -BEAM PLATFORM RAISED PLATFORM BASE WIRE FEEDERS • 4" HIGH X 3/4" SOLID BIRCH PLYWOOD WALL BASE WITH CLEAR COAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER. GUT TO LENGTHS AS REQUIRED IN FIELD. APPLY WITH CONSTRUCTION ADHESIVE. NO EXPOSED FASTENERS ARE PERMITTED. B -2 • B -3 JOHNSONITE *01 "SNOW WHITE" 4" HIGH COVED VINYL BASE. APPLY TO WALL WITH MANUFACTURERS RECOMMENDED ADHESIVE. • EXISTING 6" HIGH COVED SHEET VINYL BASE. STRIP $ RE -WAX / SEAL GLAZING SYSTEM bII 1-10 SERVICE DISCONNECT SW. • WAINSCOT • 48" X 416" X 3/4" BIRCH PLYWOOD WAINSCOT AND 3/4" X 4" CHAIR RAIL WITH CLEAR GOAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER WS -2 • PATCH, REPAIR 4 CLEAN AS REQUIRED. BREAK MTL. BASE & TRIM STOREFRONT WOOD TENANT'S ELECT. PANELS • 5 -5/8" X RANDOM LENGTH PRE - FINISHED T *G WOOD SIDING AS PROVIDED BY THE OWNERS VENDOR. OVER 3/4" PLYWOOD. ALL. CORNERS PER DETAILS. COLOR SHADES OF THE STAIN VARY. THE 6.0 SHALL COORDINATE THE COLOR PLACEMENT AND SEAM LOCATIONS IN THE FIELD. • • WOOD FINISH (WD -1) SEE ELECTRICAL DRAWINGS • • MW -044 STOREFRONT SIGN • • • • COORDINATE W/ G.C. BLADE SIGN ALL DISTRIBUTION • • • SUSPENDED GRID • • • • ARA�� GRID SUSPEND & HOOKS LIGHT FIXT. SUSPEND • • • • Sa1�t UNISTRUT, ALLTHREAD, BRACING, ETC. BUZZER / CHIME SYSTEM • • CURRENT LIMITING PANELS • • yew LIFE SAFETY FIRE SPRINKLER WORK • • FLOORING / BASE CONCRETE SLAB INCLUDING SHOP DRAWINGS FIRE ALARM SYSTEM • • G.C. TO PREPARE FOR NEW FINISHES CONCRETE PREP. FIRE EXTINGUISHERS • • • • CONC. SAWCUT OR CORE J • • USE APPROPRIATE METHOD CONCRETE SEALER SPECIALTIES / OTHER • • LAMINATED WOOD FLORG. INCLUDING PICK -UP • • TOILET FLOORING & BASE CONSTRUCTION BARRICADE • • • SEE FINISH SCHEDULE F -3 RUBBER BASE COORDINATE WITH CTR. MANAGEMENT • • • ALL TRANSITIONS • • TELEPHONE SYSTEM • • COMPUTER / P.O.S. SYST. • • WALLS DEMISING PART. STUDS CODE RELATED SIGNAGE • • • DEMISING PART. DRYWALL TEL. EQUIP. BOARD (T.T.B.) • • SEE SHEET Al NEW INTERIOR PARTITIONS T.V. / AUDIO SYSTEM • • • • METAL STUDS, GYP. BD & FINISH BACKING & BLOCKING G.C. TO PROVIDE POWER PER SHT El FINAL CLEANING AS REQUIRED CORNER GUARDS • • MW -072 BIRCH PLYWD WAINSCOT • • MW -068 BIRCH PLYWD CHAIR RAIL • • MW -065 FRP WAINSCOT ® TOILET • SEE FINISH SCHEDULE WS -2 CEILINGS PREPARE FOR OPEN CLG. • • PAINT SALES AREA ABOVE • • GYP. BD. CEILINGS • • REVIEWED FOR GYP. BD. SOFFITS & HDR. • • CODE COMPLIANCE APPROVED FEB 0 8 2012 DOORS City of Tukwila GLASS ENTRY DOORS • • G DIVISION FITTING ROOM DOORS • • CASED OPG, TRIM • • TOILET ROOM DOOR(S) • SEE DOOR SCHEDULE STOCK RM. DOOR & FRAME • • REAR SERVICE DOOR • • RE -KEY PER VAN'S REQUIREMENTS. MILLWORK/ FIXTURES OUTRIGGER SYSTEM • • ALL MILLWORK PER SCHED. • • ALL ITEMS ON MLWRK. SCHED, SHT A3 STOCK RM. SHELVING SYST • • FLOOR SAFE • • INTERIOR GRAPHICS • • HVAC I; SPLIT SYSTEM • • SEE MECHANICAL SHEETS M1, M2 SUPPLY & RET. DUCTWORK • • S.D. IN RETURN AIR DUCT • • DIFFUSERS / GRILLES • • THERMOSTATS(S) • • TOILET RM. EXHAUST FAN • AIR BALANCE & REPORT • • } PLUMBING LOCATE & EXTEND LINES • LAVATORY • CLEAN AND REFURB. AS REQUIRED WATER CLOSET • CLEAN AND REFURB. AS REQUIRED FLOOR DRAIN III MOP SINK. • CLEAN AND REFURB. AS REQUIRED WATER HEATERS(S) • VERIFY OPERATIONAL. REPL. IF REQ. TOILET ACCESSORIES • • SEE SCHEDULE THIS SHEET INSULATE PIPES 0 LAV. • • } • RESPONSIBILITY SCHEDULE (CONT) 1 ITEM FURNISHED INSTALLED EXIST. NA NOTE: G.C. TO COORDINATE SCHEDULING AND INSTALLATION OF ALL OWNER PROVIDED ITEMS. LANDLORD TENANT CONTRACTOR LANDLORD TENANT CONTRACTOR NO CHANGE LI cc z O < NOT APPLICABLE 'ELECTRICAL LOC. & EXTEND CONDUIT ARDEX - "CONCRETE GUARD ACRYLIC CONCRETE SEALER WITH CLEAR MATTE FINISH. CONTACT ARDEX (124) 203 -5000. APPLY MIN. 2 -GOATS F -2 BRUCE *100 E- 3500 -10I 1 -PLY, 3" PLANK NATURAL BIRCH HARDWOOD FLOORING. W/ DURA LUSTER PLUS FINISH. APPLY WITH MANUFACTURERS RECOMMENDED ADHESIVE. CONTACT VIRGINIA HARDWOOD CO. AZUSA, CA (626) 815 -0540 F -3 EXISTING SHEET VINYL FLOOR TO REMAIN. STRIP $ RE -WAX / SEAL • BASE WIRE FEEDERS B -1 4" HIGH X 3/4" SOLID BIRCH PLYWOOD WALL BASE WITH CLEAR COAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER. GUT TO LENGTHS AS REQUIRED IN FIELD. APPLY WITH CONSTRUCTION ADHESIVE. NO EXPOSED FASTENERS ARE PERMITTED. B -2 3/4" CURVED BIRCH VENEER PLYWOOD "SKATE RAMP" BASE. FURNISHED BY OWNERS MILLWORK PROVIDER. SEE DETAIL ON PLANS B -3 JOHNSONITE *01 "SNOW WHITE" 4" HIGH COVED VINYL BASE. APPLY TO WALL WITH MANUFACTURERS RECOMMENDED ADHESIVE. • EXISTING 6" HIGH COVED SHEET VINYL BASE. STRIP $ RE -WAX / SEAL bII 1-10 SERVICE DISCONNECT SW. PEZMITCENTER WAINSCOT WS -1 48" X 416" X 3/4" BIRCH PLYWOOD WAINSCOT AND 3/4" X 4" CHAIR RAIL WITH CLEAR GOAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER WS -2 • PATCH, REPAIR 4 CLEAN AS REQUIRED. STOREFRONT WOOD TENANT'S ELECT. PANELS WD -1 5 -5/8" X RANDOM LENGTH PRE - FINISHED T *G WOOD SIDING AS PROVIDED BY THE OWNERS VENDOR. OVER 3/4" PLYWOOD. ALL. CORNERS PER DETAILS. COLOR SHADES OF THE STAIN VARY. THE 6.0 SHALL COORDINATE THE COLOR PLACEMENT AND SEAM LOCATIONS IN THE FIELD. • SEE ELECTRICAL DRAWINGS ELECTRICAL TRANSFORMER • LIGHTING CONTACTORS • • ALL DISTRIBUTION • • ALL LIGHT FIXTURES • • LIGHT FIXT. SUSPEND • • UNISTRUT, ALLTHREAD, BRACING, ETC. BUZZER / CHIME SYSTEM • • CURRENT LIMITING PANELS • • LIFE SAFETY FIRE SPRINKLER WORK • • INCLUDING SHOP DRAWINGS FIRE ALARM SYSTEM • • FIRE EXTINGUISHERS • • J SPECIALTIES / OTHER BUILDING PERMIT FEES • INCLUDING PICK -UP DEMOLITION • CONSTRUCTION BARRICADE • • COORDINATE WITH CTR. MANAGEMENT TEMPORARY POWER • • DUMPSTER TRASH REMOV. • TELEPHONE SYSTEM • • COMPUTER / P.O.S. SYST. • • CODE RELATED SIGNAGE • • TEL. EQUIP. BOARD (T.T.B.) • • T.V. / AUDIO SYSTEM • • G.C. TO PROVIDE POWER PER SHT El FINAL CLEANING • FINISH SCHEDULE FLAME CLSPREAD & SMOKE DEVELOPED INDEX ASH REQUIRED IN THE IBC SECTION 402.8 - ASS B: MALL & EXIT ENCLOSURES /CLASS C INTERIOR SPACES PAINT P -1 BENJAMIN MOORE AQUA -GLO *N33IB "OFF WHITE" LATEX PAINT. SHEEN: Eggshell. COLOR FORMULA: OY -15 1/2, 6Y -23 1/2, BY -1, OG -3 1/2. THIS PAINT OCCURS ON ALL WALLS UP TO 12" A.F.F. CONTACT: BENJAMIN MOORE PAINTS, JASON WALKER (113) 5411 -86'48 P -2 BENJAMIN MOORE AQUA -6L0 *N332B "SKY BLUE" LATEX PAINT. SHEEN: EGGSHELL. COLOR FORMULA: 0Y -2 , 6Y -16, BB -18, BK -12, MA -8. THIS PAINT OCCURS ON ALL WALLS ABOVE 12" A.F.F. AND THE CEILING IN THE SALES AREA ONLY. CONTACT: BENJAMIN MOORE PAINTS, JASON WALKER (T13) 5411 -86418 P -3 BENJAMIN MOORE AQUA-61-0 *N33I13 "OFF WHITE" LATEX PAINT. SHEEN: SEMI -SLOSS COLOR FORMULA: OY -I5 1/2, 6Y -23 1/2, BY -I, 06 -3 1/2. THIS PAINT OCCURS ON ALL WALLS UP TO 12" A.F.F. CONTACT: BENJAMIN MOORE PAINTS, JASON WALKER (113) 5q'7 -86418 P_4 BLACK POWDER COAT FINISH ON BREAK METAL TO MATCH KAWNEER *2q BLACK FLOORING F -1 ARDEX - "CONCRETE GUARD ACRYLIC CONCRETE SEALER WITH CLEAR MATTE FINISH. CONTACT ARDEX (124) 203 -5000. APPLY MIN. 2 -GOATS F -2 BRUCE *100 E- 3500 -10I 1 -PLY, 3" PLANK NATURAL BIRCH HARDWOOD FLOORING. W/ DURA LUSTER PLUS FINISH. APPLY WITH MANUFACTURERS RECOMMENDED ADHESIVE. CONTACT VIRGINIA HARDWOOD CO. AZUSA, CA (626) 815 -0540 F -3 EXISTING SHEET VINYL FLOOR TO REMAIN. STRIP $ RE -WAX / SEAL BASE B -1 4" HIGH X 3/4" SOLID BIRCH PLYWOOD WALL BASE WITH CLEAR COAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER. GUT TO LENGTHS AS REQUIRED IN FIELD. APPLY WITH CONSTRUCTION ADHESIVE. NO EXPOSED FASTENERS ARE PERMITTED. B -2 3/4" CURVED BIRCH VENEER PLYWOOD "SKATE RAMP" BASE. FURNISHED BY OWNERS MILLWORK PROVIDER. SEE DETAIL ON PLANS B -3 JOHNSONITE *01 "SNOW WHITE" 4" HIGH COVED VINYL BASE. APPLY TO WALL WITH MANUFACTURERS RECOMMENDED ADHESIVE. B -4 EXISTING 6" HIGH COVED SHEET VINYL BASE. STRIP $ RE -WAX / SEAL bII 1-10 ( RECEIVED DEC 2 0 2011 PEZMITCENTER WAINSCOT WS -1 48" X 416" X 3/4" BIRCH PLYWOOD WAINSCOT AND 3/4" X 4" CHAIR RAIL WITH CLEAR GOAT SEAL FINISH. FURNISHED BY OWNER'S MILLWORK PROVIDER WS -2 EXISTING 48" HIGH WAINSCOT MATERIAL. PATCH, REPAIR 4 CLEAN AS REQUIRED. STOREFRONT WOOD WD -1 5 -5/8" X RANDOM LENGTH PRE - FINISHED T *G WOOD SIDING AS PROVIDED BY THE OWNERS VENDOR. OVER 3/4" PLYWOOD. ALL. CORNERS PER DETAILS. COLOR SHADES OF THE STAIN VARY. THE 6.0 SHALL COORDINATE THE COLOR PLACEMENT AND SEAM LOCATIONS IN THE FIELD. Q DC cu 0 J 0 U z� 0 .1 m vl z LL 0 u 0- LU V7 0- W VI CL • I w -J 0 LU U z LL. • II IN IN • • fl57 co 00 M W u cu "1-1 ti) O � -aO: -• z O AWN Q' O W (D O > N VI REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -SP2 PROJECT NUMBER: PH 11 -095 W NJ 8 GENERAL DEMOLITION NOTES I. GENERAL CONTRACTOR AND /OR SUBCONTRACTORS SHALL REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO THE OWNER DESCRIBING THE FOLLOWING (BUT NOT LIMITED TO). 2. ANY UN NOTED EXISTING CONDITION WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATING, OR REMOVAL TO COMPLETE THE PROJECT SHALL BE IDENTIFIED 50 THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT REQUIREMENTS. 3. CARE SHALL BE TAKEN DURING DEMOLITION 50 AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS. THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 DISCLOSED DURING DEMOLITION. 4. IN ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING OR GAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT 15 DISCLOSED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT BUILDING AREAS THAT ARE NOT IN THIS CONTRACT. 5. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 6. ALL GAS, WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND GAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT AREAS, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. (PATCH FLOOR BACK PRIOR TO TOPPING) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. 8. DEMISING PARTITION WORK TO BE REMOVED SHALL BE PERFORMED IN ACCORDANCE WITH LANDLORD'S CRITERIA. ALL INTERIOR DEMOLITION WORK TO BE BY TENANT'S G.G. Q. REMOVE OR RELOCATE ANY SPRINKLER LINES, AS REQUIRED, IN FIELD PER LANDLORD'S AND /OR LOCAL AUTHORITY APPROVALS. 10. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL CEILINGS, WALLS AND FLOORS, AS REQUIRED, TO RECEIVE NEW FINISHES. (6.C. TO MAINTAIN I -HOUR FIRE RATED CONSTRUCTION THROUGHOUT TENANT'S SPACE WHEN REQUIRED). KEYED DEMOLITION NOTES 0 EXISTING DEMISING PARTITION TO REMAIN. NO CHANGES. 20 EXISTING NEUTRAL PIER TO REMAIN. 6.G. TO PROTECT FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. IF DAMAGED THE G.G. SHALL PERFORM REPAIRS AT HIS OWN EXPENSE. O THE TENANT'S G.G. SHALL PROVIDE, ERECT, AND REMOVE A TEMPORARY STOREFRONT BARRICADE AND DOOR IN ACCORDANCE WITH THE CENTER'S REQUIREMENTS. VERIFY ALL. DETAILS AND CONDITIONS WITH THE CENTER MANAGEMENT. NOTIFY VANS VISUAL. GRAPHICS DEPARTMENT FOR OPPORTUNITIES FOR TEMPORARY BARRICADE GRAPHICS O EXISTING PREVIOUS TENANT'S STOREFRONT TO BE REMOVED IN IT'S ENTIRETY, INCLUDING ENTRY DOORS, GLAZING, BASE, HEADERS, SOFFITS AND ALL ASSOCIATED CONSTRUCTION. PREPARE THE MALL OPENING FOR NEW STOREFRONT CONSTRUCTION AS DESCRIBED IN THESE PLANS. O EXISTING TENANT'S SIDE DEMISING WALL SURFACE. THE TEN. G.G. SHALL REMOVE ANY APPLIED FINISHES DOWN TO EXISTING GYP. BD. SUCH AS BUT NOT LIMITED TO WALL COVERING, PANELING, ETC. O EXISTING TOILET ROOM WALLS, PLUMBING FIXTURES AND ACCESSORIES TO REMAIN. O EXISTING NON BEARING INTERIOR PARTITION / FURRING TO BE REMOVED IN IT'S ENTIRETY. 80 REMOVE EXISTING INTERIOR DOOR, FRAME AND HARDWARE IN IT'S ENTIRETY. O REMOVE AND DISCARD ANY AND ALL PREVIOUS TENANT'S FIXTURES AND ACCESSORIES THAT HAVE BEEN LEFT BEHIND. VERIFY DETAILS IN FIELD BEFORE BIDDING. 10 REMOVE ALL EXISTING FLOOR FINISHES THRU OUT THE SPACE. (STOREFRONT, SALES AREA, STOCK ROOM AND TOILET). AFTER REMOVAL PREPARE THE EXISTING CONCRETE SLAB SURFACE BELOW BY SCRAPING, SANDING, GRINDING, OR WHAT EVER MEANS NECESSARY TO PROVIDE A SUITABLE SUBSURFACE FOR THE TENANT'S NEW FLOORING AS DESCRIBED IN THESE PLANS. II CEILING DEMO - REMOVE ALL EXISTING GYP. BD AND T -BAR, CEILING SYSTEMS, LIGHTING HVAG SUPPLY AND RETURN DIFFUSERS (BACK TO SOURCE) REMOVE ALL SUPPLEMENTAL FRAMING SUSPENSION SYSTEMS, UTILITY SUPPORT FOR THE AFOREMENTIONED. REMOVE ANY OF THE SAME PREVIOUS CONSTRUCTION ELEMENTS THAT MAY HAVE BEEN ABANDONED FROM PREVIOUS CONSTRUCTION ABOVE THE CEILING. (FIELD VERIFY) AND PREPARE THE EXISTING CEILING SPACE TO BE EXPOSED AND PAINTED. AS DESCRIBED ON SHEET A2. (TYPICAL THROUGH -OUT) 12 13 14 15 I6 17 18 la 20 EXISTING ELECTRICAL PANELS, TIMECLOGKS, ETC. TO REMAIN IF FEASIBLE SEE ELECTRICAL DRAWINGS. EXISTING MALL STRUCTURAL COLUMN 4 ENCLOSURE TO REMAIN. VERIFY EXACT LOCATION AND CONDITION IN FIELD. EXISTING WATER HEATER, SEE PLUMBING DRAWING SHEET I. EXISTING MOP SINK, SEE PLUMBING DRAWING SHEET PI. EXISTING OUTSIDE AIR DUCT, SEE MECHANICAL DRAWINGS, SEE SHEET MI. EXISTING SUSPENDED AHU TO BE REMOVED, SEE SHEET MI EXISTING 3" SPRINKLER MAIN ® 13' -II" A.F.F. TO REMAIN. EXISTING EXHAUST FAN TO REMAIN, SEE MECHANICAL SHEET MI. EXISTING REAR SERVICE DOOR TO REMAIN, SEE PLANS Al 4 A3. EXISTING A /C/ COMPRESSOR TO REMAIN, SEE PLANS MI. REMOVE THE FOLLOWING WHEN THEY OCCUR FROM THE EXISTING RESTROOM (TO BE REPALCED BY G.C.) TOILET PAPER DISPENSER, PAPER TOWEL DISPENSER, MIRROR, SEAT COVER DISPENSER 4 SOAP DISPENSER MALL CORRIDOR 143' -1" - LEASE DIMENSION ADJACENT TENANT CA / / 7 lab' -7" - LEASE DIMENSION ADJACENT TENANT 8 DEMOLITION PLAN SCALE: 1/4" = I' -O" 143' -I" - LEASE DIMENSION H MALL CONCOURSE 1 ADJACENT TENANT 1 T 14' -6" 128' -7" - LEASE DIMENSION /"\ ADJACENT TENANT O 2 O ;t N REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION toi ito 0 DEMOLITION PLAN (Cont.) SCALE: 1/4" = I' -0" RECEIVED DEC 2 0 2011 PERMIT CENTER L 0 LSI 01 M CO 01 CIJ N M O I L- `J ce "t2 O � ^O CL gy m pM t z N D ON E z z z 0 OJ N w WO z • • ■1•N 00 eu al — 00 c u 4 w • o _ 0 z w co O r0 >o_N � V'f SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -D1 PROJECT NUMBER: PH 11 -095 D 0 DOOR SCHEDULE KEY DESCRIPTION GLA55 ENTRY DOORS: #s BLACK PIN S/5 DOOR AND / D1 IXI NEW ❑ PAIR 4' -0" POWDER COATED KEYED CYLINDERS FLOOR STRIKES #HD8001 TBK 516NAGE: EXISTING - PROVIDE AS NOTED BELOW IF NOT EXISTING OR 15 UNSUITABLE. x 10' -0" x 1/2" CLEAR TEMPERED GLASS DOORS 'HERCULITE' OR EQUAL WITH 12" BOTTOM BAR AND TOP RAIL AND INSET PIVOTS. PROVIDE 'BEST' 7 WITH THUMBTURNS ON INSIDE (WITH CONSTRUCTION GORES), RECESSED AT CLOSED AND q0 OPEN POSITION. PULLS SHALL BE FORMS AND SURFACES 'TECHBLAGK' MATTE FINISH BACK -TO -BACK. (BY TENANT 6.G.) DOOR STATING IN I" HIGH LETTERS ON A CONTRASTING BACKGROUND "THIS UNLOCKED WHILE THE BUILDING 15 OCCUPIED" WHEN REQUIRED BY CODE HANDICAP ACCESSIBLE AND TACTILE EXIT SIGNAGE AS CALLED FOR ON PLAN BY CODE. • SIGN ABOVE TO REMAIN • PROVIDE OR REQUIRED HANDICAP ACCESSIBLE FITTING ROOM DOOR: +12" IN (PRE FINISH: D2 ® NEW ❑ DOOR: NEW CUSTOM CUSTOM BIRCH HUNG) AND HARDWARE: QUANTITY: EXISTING - PROVIDE AS NOTED BELOW IF NOT EXISTING OR 15 UNSUITABLE. 3' -O" X 5' -O" X 1 -3/4" SOLID CORE BIRCH VENEER WOOD DOOR MOUNTED AT VENEER FRAME (PROVIDED AS PART OF THE FIXTURE PACKAGE) NOTE: DOOR HARDWARE ARE FURNISHED BY OWNER 4 INSTALLED BY G.G. MANUFACTURER / DESCRIPTION / MODEL NO. (3) EA. STANLEY #FBBIgq 4 -1/2" X 4 -1/2" FULL MORTISE BUTT HINGES U52612 (I) FALCON #W511 LEVER TYPE PRIVACY SET (KEY ALL F.R. DOORS ALIKE) U526D 5IeNAGE: I' • PROVIDE HANDICAP ACCESSIBLE SIGNA6E AS GALLED FOR ON PLAN AND / OR REQUIRED BY CODE. PITTING ROOM DOOR: +12" IN (PRE `< FINISH: D3 ►,1 NEW ❑ DOOR: NEW CUSTOM CUSTOM BIRCH HUNG) AND HARDWARE: QUANTITY: EXISTING - PROVIDE AS NOTED BELOW IF NOT EXISTING OR 15 UNSUITABLE. 2-6" X 5' -0" X1-5/4" SOLID GORE BIRCH VENEER WOOD DOOR MOUNTED AT VENEER FRAME (PROVIDED AS PART OF THE FIXTURE PACKAGE) NOTE: DOOR HARDWARE ARE FURNISHED BY OWNER 4 INSTALLED BY G.G. MANUFACTURER / DESCRIPTION / MODEL NO. (3) EA. STANLEY #FBBIgq 4 -1/2" X 4 -1/2" FULL MORTISE BUTT HINGES U526D (I) FALCON #W5I1 LEVER TYPE PRIVACY SET (KEY ALL F.R. DOORS ALIKE) U5260 SIGNAGE: • PROVIDE HANDICAP ACCESSIBLE SIGNAGE AS GALLED FOR ON PLAN AND / OR REQUIRED BY CODE. r° STOCK ROOM DOOR: C£ I$ K/D ". FINISH: D4 I NEW .❑ EXISTING DOOR: NEW 3' -0" X11-0" 18 6A. STEEL HARDWARE: QUANTITY: - PROVIDE AS NOTED BELOW IF NOT EXISTING OR 15 UNSUITABLE. x I -3/8" SOLID CORE PAINT GRADE WOOD DOOR IN TIMELY 'G' SERIES DRYWALL FRAME COLOR: PAINT PER INTERIOR ELEVATIONS MANUFACTURER / DESCRIPTION / MODEL NO. I (3) EA. STANLEY #FBBIgq 4 -1/2" X 4 -1/2" FULL MORTISE BUTT HINGES U526D I' (I) BEST #15KC -O -N- 1512 -53 -626 LEVER TYPE PASSAGE SET U5260 (I) LGN #4040T SERIES "SMOOTHES" U526D (I) IVES #WS220GVX WALL STOP. 2 -1/2" X 3/8 "T X I "P (I) 12" H X 34" W ALUMINUM KICK PLATE (ON PUSH SIDE) II SIGNA6E: • PROVIDE "EMPLOYEES ONLY" SI6NAGE AT 60" A.F.F. CENTERED ON DOOR. COORDINATE WITH VANS PM. TOILET ROOM DOOR(5): K/D <€ FINISH: D5 ❑ NEW DOORS: NEW 3' -0" XT-0" 18 6A. STEEL HARDWARE; QUANTITY: EXISTING - PROVIDE AS NOTED BELOW IF NOT EXISTING OR 15 UNSUITABLE. x 1 -3/4" SOLID GORE PAINT GRADE WOOD DOOR IN TIMELY 'G' SERIES DRYWALL FRAME COLOR: PAINT PER INTERIOR ELEVATIONS MANUFACTURER / DESCRIPTION / MODEL NO. (3) EA. STANLEY #FBBIgq 4 -I/2" X 4 -1/2" FULL MORTISE BUTT HINGES U526D (I) BEST #73KC- O- L- 1512 -S3 -626 LEVER TYPE PRIVACY SET U526D (I) SGHLAGE #8571 OCCUPANCY INDICATOR THUMBTURN LOCK U526D (I) LGN #4040T SERIES "SMOTHEE" U526D 1; (I) IVES #W5220GVX WALL STOP. 2 -1/2" X 3/8 "T X I "P (I) 12" H X 34" W ALUMINUM KICK PLATE (ON PUSH SIDE) SIGNAGE: • PROVIDE HANDICAP ACCESSIBLE SI6NAGE AS CALLED FOR ON PLAN AND / OR REQUIRED BY CODE. REAR SERVICE / EXIT DOOR: I' 11 FINISH: I` ;DG, ❑ NEW ❑ DOOR: 3' -0" x 7' -O" HARDWARE QUANTITY: NOT USED El EXISTING - PROVIDE AS NOTED BELOW IF NOT EXISTING OR IS UNSUITABLE. x 13/4" I -HR. RATED HOLLOW METAL DOOR AND FRAME MANUFACTURER / DESCRIPTION / MODEL NO. (3) EA. MGKINNEY 4ST4A3786 4 -1/2" X 4 -1/2" X NRP X 626 BUTT HINGES US26D (I) SARGENT #AL 8810 X 630 SINGLE ACTION ALARMED PANIC BAR - EXIT DEVICE (I) MGKINNEY #W5401 X 626 WALL STOP (I) PEMKO # 58812 X DOOR SIZE FIRE / SMOKE SEAL (1) PEMKO #18100 GNB X DOOR SIZE DOOR BOTTOM (I) ROCKWOOD #622 1-HR RATED DOOR VIEWER MOUNT AT 60" A.F.F. L' 516NAGE: 11 • PROVIDE HANDICAP ACCESSIBLE SIGNAGE AS GALLED FOR ON PLAN AND / OR REQUIRED BY CODE. • KEY WALL LEGEND SYMBOL DESCRIPTION nT SALES AREA / STOCK ROOM WALL HALL WAY / STOCK ROOM WALL SALES AREA / VESTIBULE. FITTING ROOM STOCK ROOM / VESTIBULE, FITTING ROOM, HALLWAY / VESTIBULE EXISTING: PATCH 8 REPAIR AS REQUIRED TO RECIEVE NEW PAINT FINISH. VESTIBULE / FITTING ROOM FITTING' ROOM / ADA FITTING ROOM SALES AREA FURRING WALL • EXISTING DEMISING PARTITION EXIST DEMISING, PARTITION / STOCK ROOM EXIST DEMISING PARTITION / HALLWAY EXIST DEMISING PARTITION / EXISTING TOILET ROOM EXISTING: PATCH 4 REPAIR AS REQUIRED TO RELIEVE NEW PAINT FINISH. +1- 143' -I" - LEASE DIMENSION 64' -6" 4' -8" I7' -6" (5) OUTRIGGERS • 4' -0" O.G. = 20' -0" (4) OUTRIGGERS • 4' -O" 0.G. = 16' -0" 2' -3" 2' -5" BOLTWALL PANELS ILLUM. EXIT SIGN ABOVE. 5E SHEET A2 REFLECTED CEILING PLAN (TYPICAL) EXIST. DEMISING WALL. SEE LEGEND THIS SHEET ADJACENT TENANT NEW OUTRIGGER TYPE MERCHANDISING SYSTEM. SEE DETAILS NOTE: G.G. TO CALL VANS P.M. DURING FRAMING STAGE TO DISCUSS ANY FIELD DIMENSION DISCREPANCIES PRIOR TO FRAMING. ESPECIALLY OVERALL SALES FLOOR AND STOCKROOM DIMENSIONS. FAILURE TO DO 50 CAN RESULT IN G.C. RE- FRAMING AT THEIR EXPENSE. EXISTING NEUTRAL PIER .v■,_.INNIP '.•■•7■■% ∎.��■■■My ∎. .A■IM.MOMP./IIM.IIINK/ANW. ∎.�. ∎/■•■��.���.�.� iwi AMI/II UMiMIVi•1111/i�i■•■■•7∎i■ViMIIIiANINVAflZ �i�iMiINIMP, ■./. 1 EL r H L_ w -__—i I - -- - --1 1 t. a ”,∎. /.� _s.,■ri ∎i ∎i ∎ice 1 / / // < /� // - // 2 LINE OF FREESTANDING FIXTURES SHOWN FOR REFERENCE. SEE FIXTURE PLAN. LINE OF PRO SHOP COUNTER. SEE SHEET A3 CASH / WRAP LINE OF GASH / WRAP 4 BACK / WRAP COUNTER. SEE SHEET A3 / rIMIZZ51 Yalta 1,121:021 WSW 1361=1 �L r L_ GASH / WRAP ELECTRICAL $ DATA' STUB -UP LOCATION Fir 1 e. SALES AREA LEASE LINE ADJACENT TENANT J1L 34" (MAX.) H I GI4 \ ACCESSIBLE TRANSACTION SURFACE. MIN. HEIGHT 28" J D1 OUTRIGGER TYPE MERCHANDISING SYSTEM. SEE DETAILS Jll +12" risisisisisisi∎•/∎,∎ sisisis sisisis isisisis,”/..∎isis/„■ . si■isi� d 17' -6" - BOLTWALL PANELS 12' -0" PRO SHOP EXISTING MALL STRUCTURAL COLUMN 4 ENCLOSURE TO REMAIN, V.I.F. (TYPICAL OF 12 COLUMNS) (8) 0UTRI66ERS • 4' -0" 0.G. = 32' -0" EXISTING DEMISING WALL TO REMAIN. SEE LEGEND THIS SHEET I' -O" +/- 126' -7" - LEASE DIMENSION HOLD 4' -8" H 1 12" HIGH RAISED DISPLAY PLATFORM 1/2" CLEAR TEMP. S.F. GLAZING IN ALUM. S.F. FRAME, SEE SHEET A4 LEASE LINE ■ri Z PR. CLEAR FRAMELESS, z0 TEMPERED GLASS DOORS. N SEE DOOR SCHEDULE 4 0 MALL CONCOURSE ILLUMINATED EXIT SIGN ABOVE. SEE SHEET A2 REFLECTED CEILING PLAN 1/2" CLEAR TEMP. S.F. GLAZING IN ALUM. S.F. FRAME, SEE SHEET A4 12" HIGH RAISED DISPLAY PLATFORM NEW FIRE EXTINGUISHER m CABINET BY &G.�_ DOOR NOTES I. UNDERCUT ALL BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FLOORING MATERIAL BY 1/4" MIN. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEAD BOLTS, NO SLIDING BOLTS, ETC,. 3. HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 34 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, OR OTHER HARDWARE WHICH DOES NOT REQUIRE THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN THE EGRESS DIRECTION. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLACE OF SLIDING, OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.. 5. MAXIMUM ELEVATION CHANGE ACROSS THRESHOLD OF EXIT DOORS SHALL NOT EXCEED 1/4" WITHOUT ADDITIONAL SLOPED TRANSITION. (F) 0 DIMENSION FLOOR PLAN SCALE: 1/4" = 1' -0" +/- 143' -1" - LEASE DIMENSION 57' -6 3/4" 12' -0 1/2" MALL CORRIDOR (4 1/4" 5:-0:: 2-10 1/2" 41' -O 3/4" 5' -O 1/4" ILLUM. EXIT SIGN ABOVE. SEE SHEET A2 REFLECTED CEILING PLAN (TYPICAL) EXIST. DEMISING WALL. SEE LEGEND THIS SHEET EXISTING MALL STRUG'NRAL COLUMN TO REMAIN, V.I.F. (TYPICAL OF 12 COLUMNS) ADJACENT TENANT LEASE in D6 g u ELECT. EQ In HALLWAY 1,411.1r/AIIMPVINIV2■111/741111/ a1111i111Ii�i� IIMIVAINWZ■I1P1ZaMlr/IIIIWi_ /MZ∎iii_/I=1'Z_i /■IM'AUi�i_i / ∎IM'A / _i_i�i_i�VAIIMYiIIWi�i_i�iIIIIP'Z_i_i� EXISTING TOILET W.G. D5 D4 60" x 54" GLR. FLR. SPACE 30" x 48" C.L. R FLR. SPACE EXIST 51 NK r -� MOP 0 1'6" 7' -0" EXIST. 1' -3" MIN. +/- 14' -6" - LEASE DIMENSION 11 11 11 11 11 11 H II`. H HF 11 113- II 1 II 1 II 1 1 11 11 11 11 1 1 11 11 11 11 1 1 11 11 11 11 1 1 11 11 11 11 1 1 1 11 11 11 1 I 11 11 11 11 1 _I Lao... ._J 1 11 11 11 11 11 1 1 11 11 11 11 11 1 1' 11 11 11 11 11 1 1 11 11 11 11 11 1 1 11 11 11 11 11 1 1 11 11 11 11 11 1 STOCK ROOM I i » ».. -1 f_..... , 11 »..I 1.. ».......» 11- ..» .._..f I._ 1 11 11 11 11 1I 11 11 11 11 11 11 11 11 11 I 11 11 11 I1 1 11 11 11 11 11 1 1 11 11 11 11 11 1 11 11 11 11 11 11 1 1 11 11 11 11 11 1 11 11 11 11 CASED OPENING LINE (.--ILLUM. EXIT SIGN ABOVE. SEE SHEET A2 REFLECTED CEILING PLAN (TYPICAL) NEW NEUTRAL PIER BY TENANT G.G. POST SIGN ABOVE DOOR STATING: "THIS DOOR TO , REMAIN UN- LOCKED WHEN BUILDING 15 OCCUPIED" LETTERS SHALL BE MIN. I" HIGH ON A CONTRASTING BACKGROUND. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION VESTIBULE D2 3' -0" 2' -7:: ITfING ROOM FITTING ROOM ot. CASED OPENING 30" LATERAL TRANSFER SPACE 5' -0" CLEAR. 48" LONG FIXED BENCH r - mm- r- -- - II 11 11 11 11 1 11 1 11 1 H 11 1 1 11 11 I 11 11 1 11 11 lT w_1 l _--. J ..._ 11 11 11 11 1 11 11 11 11 1 11 1.1 11 11 1 Fu- 11 11 11 11 1 11 11 11 11 1 11 11 11 11 1 11 11 11 11 1 ti 1 LINE OF ROLLING SHELVING SYSTEM UNITS. SEE 5HT A3 - EXISTING DEMISING WALL TO REMAIN. SEE LEGEND THIS SHEET 58' -5" ADJACENT TENANT LEASE LINE LINE OF ROLLING SHELVING SYSTEM UNITS. SEE SHT A3 5-' +/- 128' -7" - LEASE DIMENSION 0 DIMENSION FLOOR PLAN (Cont.) SCALE: 1/4" = I' -O" m 4 RECEIVED DEC 20 2011 PERMIT CENTER 0 m OM1 N 'o I 1:2 0 -C 0 0'h0 CL fir§ • l7 O m Z N o E cc 00 00 11-2 c O c 4' a) "c O In • Z O a) to O > % N L#1 REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A1 PROJECT NUMBER: PH 11 -095 REFLECTED CEILING KEY SYMBOL MANUFACTURER/ DESCRIPTION A PENDANT MOUNTED HIGH HID BAY FIXTURE AT XX' -X" A.F.F. 62 RECESSED, ADJUSTABLE COMPARTMENTAL LIGHT FIXTURE HOUSING B3 GONTEGH #RANI5038- X3- 5-21LBL RECESSED, ADJUSTABLE COMPARTMENTAL LIGHT FIXTURE HOUSING CON -TECH #RL38- 2ILBL/ 6" RECESSED DOWN LIGHT WITH 21 WATT LABEL. SPECULAR REFLECTOR 4 WHITE TRIM SILVER LIGHT TRACK LENGTH PER PLAN D2,4,6,8,I2 DECORATIVE PENDANT LIGHT WITH SURFACE MOUNT SATIN NICKEL FINISH CANOPY EF RECESSED EXHAUST FAN - SEE MECHANICAL SHEETS F CON -TECH LIGHTING #GTL838 /2 -U PAR38 ADJUSTABLE TRACK FIXTURE WITH BLACK FINISH. H4 4' FLUORESCENT OPEN STRIP LIGHT SUSPENDED AT 14' A.F.F. UNLESS NOTED OTHERWISE H8 8' FLUORESCENT OPEN STRIP LIGHT SUSPENDED AT 14' A.F.F. UNLESS NOTED OTHERWISE WALL MOUNTED FLUORESCENT FIXTURE MOUNTED OVER LAVATORY L3,4,6,8,12 TRACK SECTION WITH NATURAL ALUMINUM FINISH. LENGTH AS DESIGNATED. SURFACE MOUNTED LED ILLUMINATED EXIT SIGN XI SURFACE MOUNTED EDGE LIT EXIT SIGN WITH UNIVERSAL MOUNTING CANOPY SURFACE MOUNTED EMERGENCY LIGHTING UNIT WITH SEALED BATTER BACK -UP SPEAKER ABOVE PAINT LINE FURNISHED AND INSTALLED BY OWNERS VENDOR (TYP) G.G TO COORDINATE x LARGE CEILING MTD. SUPPLY AIR DIFFUSER. SEE MECHANICAL PLAN FOR EXACT SIZE. SMALL CEILING MTD. SUPPLY AIR DIFFUSER. SEE MECHANICAL PLAN FOR EXACT SIZE. RETURN AIR GRILLE. SEE MECHANICAL PLAN. SMOKE EXHAUST GRILLE. SEE MECHANICAL PLAN. NOTE: SEE SHEET E3 FOR COMPLETE LIGHT FIXTURE SCHEDULE 0 CEILING TYPES SALES AREA CL -1 NO CEILING. (OPEN TO DECK ABOVE) THE TENANT'S G.G. SHALL PREPARE THE CEILING' AREA TO BE EXPOSED. RUN ALL CONDUIT, PIPING, DUCTWORK, ETC PARALLEL AND PERPENDICULAR TO THE DEMISING WALLS. REMOVE ANY UNUSED OR ABANDONED EQUIPMENT OR PREVIOUS CONSTRUCTION. IN SALES AREA ONLY PREPARE ALL SURFACES ABOVE 12' -0" TO 5E PAINTED INCLUDING DECK, STRUCTURE, EQUIPMENT, PIPES, DUCTWORK, ETC. MASK OFF ANY IDENTIFICATION LABELS ON ANY MALL OR TENANT UTILITIES OR EQUIPMENT BEFORE PAINTING THEN REMOVE LABELS BEFORE TURNOVER. COORDINATE WITH THE CENTER MANAGEMENT ANY UTILITIES (SUCH AS LIFE SAFETY LINES OR DEVICES) THAT ARE NOT ALLOWED TO BE PAINTED. USE COMMON SENSE BEFORE PAINTING. GYP. BD CEILINGS: CL -21 5/8" TYPE 'X' GYP. BD (AT HEIGHT PER PLAN) ON 3 5/8" x 20ga. METAL STUD FRAMING (PER DETAILS) TAPE, SPACKLE 4 SAND SURFACE. PREPARE FOR PAINT OR OTHER FINISH PER PLANS. STOCK ROOM: CL -3 NO CEILING. (OPEN TO DECK ABOVE) THE TENANT'S G.G. SHALL PREPARE THE CEILING AREA TO BE EXPOSED. RUN ALL CONDUIT, PIPING, DUCTWORK, ETC PARALLEL AND PERPENDICULAR TO THE DEMISING WALLS. REMOVE ANY UNUSED OR ABANDONED EQUIPMENT OR PREVIOUS CONSTRUCTION. THE STOCKROOM AREAS ARE TO REMAIN UNFINISHED ONCE EXPOSED. REAR VESTIBULE (2 -HR RATED): CL -41 2 LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE OF 3 -5/8" X 20ga. METAL. STUD FRAMING. SEE DETAIL E /A6. TAPE, SAND SMOOTH, PREPARE FOR PAINT FINISH. 5' -O" 4' -O" 10' -O" 10' -O" I0' -0" 10' -0" 10' -O" 5' -6" Vi X LUX BEAM TO BE MOUNTED AT 12' -0" A.F.F. COORDINATE WITH VANS PROJECT MANAGER BEFORE INSTALLING. OPEN TO DECK ABOVE - PAINT SPEAKER ABOVE PAINT LINE FURNISHED AND INSTALLED BY OWNERS VENDOR (TYP) NOTE: G.G. TO CALL VANS P.M. BEFORE * HANGING LIGHT FIXTURES DUCTWORK, UNISTRUT, ETC. TO REVIEW HEIGHTS. FAILURE TO DO 50 CAN RESULT IN 6.G RE- HANGING AT THEIR EXPENSE. O i in O 0 F FW F F F 1 1 _ _ 1 1 _ ... 71 10' -0' A.F.F. PAINTED GYP. BD. SUSPENDED WIRE ('! GRID SUSPENDED 4" BELOW .FILING. HOOKS BY 6.G. 13' -5' A.F.F. PAINTED GYP. BD. Iu LINE OF FIXTURES BELOW. (SHOWN FOR REFERENCE) EXPOSED DUCTWORK IN SALES AREA TO BE PAINTED :T:2'TE:EI:: -.... e� __...... I 11 1 STOREFRONT SIGN FRAME. SEE STOREFRONT ELEVATION. -- ILLUMINATED EXIT SIGN WITH BATTERY BACK UP 10-0' A.F.F. BIRCHWOOD T66 FINISH, WD-I 10' -0' A.F.F. Q 1!1 1L1 11_1 -r1- $- -._. i T. i� PAINTED GYP. BD. 1L1 121 1!1 110 =T - _ ILI f!1 1 1 1 'Owl 121 I101 O in 1 1 Q ■ •■■ ■■E■Q ■■■ ■■ ■■■ ■■ ■R■■■ ■R •■■ MINIM ■N■ ■9 MEESE MERE& MW -066 SUSPENDED WIRE ('S GRID SUSPENDED 4" BELOW CEILING. HOOKS BY G.G. 13' -5' A.F.F. PAINTED GYP. BD. E X SPEAKER ABOVE PAINT LINE FURNISHED AND INSTALLED BY OWNERS VENDOR (TYP.) 5' -0" 4' -0" LUX BEAM TO BE MOUNTS P AT 12' -0" A.F.F. COORDINATE WITH VANS PROJECT MANAGER BEFORE INSTALLING. OPEN TO DECK ABOVE - PAINT SPEAKER ABOVE PAINT LINE FURNISHED AND INSTALLED BY OWNERS VENDOR (TYP) 10' -O" 10' -0" IO' -0" 10' -0" 10' -O" 0 REFLECTED CEILING PLAN SCALE: I/4" = I' -O" EQ. 16' -O" 16' -0" EQ. 5' -O" EQ. NOTE: SUSPENDED GRID IN SHOW ,WINDOW 15 SUPPLIED IN 2' X 4' SHEETS. 6.0 SHALL GUT TO FIT IN FIELD AS REQ. AND SUPPLY MOUNTING HARDWARE. TOGGLE BOLTS OR EQ. (NOT MOLLYS) ILLUMINATED EXIT SIGN WITH BATTERY BACK UP 3" FIRE SPRINKLER MAIN 13' -11" A.F.F. OPEN TO DECK ABOVE NO PAINT (EM) (NL) CL -2 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION 10' -0' A.F.F. PAINTED GYP. BD. EXIST. WATER HEATER ABOVE II 11 II II 11 11 it 11 11 I 1 11 11 H I11 11148 2' -O ": 'I' -6" I' -6" 2' -0" 148 (EM) (NL) EXIST. GYP. BD. CEILING, PAINT. 3" FIRE SPRINKLER MAIN a 13' -11" A.F.F. 11 ■ 11 1 11 I II 1 1 II I1 1 11 1 1 11 11 1 11 1 1 OPEN TO DECK ABOVE NO PAINT �1}R d 2' -II° 12' -O" 12' -O" 12' -0" 12' -0" 8 CONT. REFLECTED CEILING PLAN SCALE: 1/4" = I' -0" 10' -0' A.F.F. PAINTED GYP. BD. flHO 1 RECEIVED DEC 2 0 2011 PERMIT CENTER 0133 O .+O u u • awi ono C LL�-EE o oa t0 IOA CO 01 w N M 0 LO • &• LI t7 p M S Z N S ON E to W N z W 0 17 =J Z J j p W 03 m V � 5 b Z L9 W Z LJL J W W W oC V V • • • O 1 7 a co co v- L � cu " a V .� 4_, s C. c 0 in •_u stu Z O O > NNN REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A2 PROJECT NUMBER: PH 11 -095 w x N N 0 ROOM FINISH SCHEDULE NO. ROOM NAME WALLS FLOOR BASE CEILING 101 SALES AREA P -1 P -2 +12' B -1 OPEN PT -2 102 STOCK ROOM(S) P -1 F -1 B -1 OPEN UNFIN 103 VESTIBULE P -1 + 4' WC -1 F -1 B -1 P -1 104 FITTING ROOM(S) P -1 F -2 B -1 P -1 105 TOILET(S) P -1 G + 4' WC -2 F -3 B -3 P -1 106 HALLWAY P -1 + 4' WC -1 F -1 B -1 P -1 NOTES SEE INTERIOR ELEVATIONS SEE REFLECTED CEILING PLAN SEE INTERIOR ELEVATIONS SEE INTERIOR ELEVATIONS SEE INTERIOR ELEVATIONS SEE INTERIOR ELEVATIONS *A = VARIES - SEE FLOOR FINISH PLAN SHEET A3 *B = VARIES - SEE REFLECTED CEILING PLAN SHEET A2 8 FIXTURE SCHEDULE SYMBOL DESCRIPTION IMSR 24X481 I UNIVERSAL RACK FF -2 3' -2" ASR 24X1 T -SHIRT TABLE FF -3 e 3' -O" NESTING TABLES FF-4 GASH / WRAP - 2 WELL POS 5 PLY BIRCH W/ CLEAR SATIN FINISH SIZE: 7' -6" X 2' -6" MW -001 IMSR 24X48 I BACK / WRAP - PLASTIC LAMINATE FINISH. SIZE. II -II X 2 -6 MW-002 FOOTWEAR BENCH - LARGE WITH CENTER RISER MW -003 FOOTWEAR BENCH - WOMEN'S MW-004 3' -4" 42" BOLTWALL RAMP MW -007 SMALL NESTING TABLE W/ SMALL RISER 4 ROLLING CUBE MW -009 - ADA ACCESSIBLE FITTING ROOM BENCH. SIZE: 24" X 48" MW -01 0 STANDARD FITTING ROOM BENCH. SIZE: 18" X 36" MW -011 SMALL COLUMN INSERT. SIZE: 22 "W" X 42 "H MW -012 SKATEBOARD DISPLAY CASE FIXTURE MW -013 FITTING ROOM MIRROR. SIZE: 30 "1"1 X 60 "H MW -015 FITTING ROOM MIRROR. SIZE: 30 "1"1 X 6O "H (NO FRAMES) MW-015A PAM IMAGE FRAME MW -018 SMALL CUBE. SIZE: 6" X 6" X 6" MW -019 MEDIUM CUBE. SIZE: 12" X 12" X 12" MW -020 LARGE CUBE. SIZE: 18" X 18" X 18" MW -021 SMALL T -SHIRT TABLE. SIZE: 31" X 41" MW -023 PRO SHOP SLATWALL WITH BRACKETS MW -039 COLUMN MIRROR W/ FRAME. SIZE:21" X 50" MW -040 GASH / WRAP - 3 WELL POS 5 PLY BIRCH W/ CLEAR SATIN FINISH SIZE: 12' -II" X 2' -6" MW -042 STANDARD FITTING ROOM DOOR. SIZE: 30 "X X 60 "H IN CUSTOM WOOD FRAME. (PRE -HUNG) MW -047 ADA FITTING ROOM DOOR. SIZE: 36 "X X 60 "H IN CUSTOM WOOD FRAME. (PRE -HUNG) MW -048 MANAGER'S DESK. SIZE: 24" X 48" WITH PLASTIC LAMINATE FINISH MW -050 MANAGER'S DESK SHELVING. SIZE: (4) 48" X 12" ON ADJUSTABLE STANDARDS AND BRACKETS MW-051 WALL MOUNTED STOCK ROOM SHELVING. SIZE: (4) 616" X 12" ON ADJUSTABLE STANDARDS AND BRACKETS MW -052 42" BOLT WALL PANEL W/ PUCKS AND COPING MW -053 28" BOLT WALL PANEL W/ PUCKS AND COPING MW -054 42" BOLT WALL PANEL W/ (2) BIRCH SQUARES AT TOP MW -055 42" BOLT WALL PANEL W/ (I) BIRCH SQUARE AT TOP MW -056 28" BOLT WALL PANEL W/ (1) BIRCH SQUARE AT TOP RIGHT MW -057 28" BOLT WALL PANEL W/ (I) BIRCH SQUARE AT TOP LEFT MW -058 28" BOLT WALL RAMP MW -059 CORRIDOR TRIM PACKAGE MW -060 48" STEEL CORNER GUARD MW -072 24" X 48" X 10' HIGH MOBILE SHELVING RACK MSR -24X48 12" X 48" X 10' HIGH MOBILE SHELVING RACK MSR -12X48 24" X 36" X 10' HIGH MOBILE SHELVING RACK MSR -24X36 12" X 36" X 10' HIGH MOBILE SHELVING RACK MSR -12X36 24" X 48" X 10' HIGH FIXED SHELVING RACK FSR -24X48 12" X 48" X 10' HIGH FIXED SHELVING RACK FSR -12X48 24" X 36" X 10' HIGH FIXED SHELVING RACK FSR -24X36 12" X 36" X 10' H161-1 FIXED SHELVING RACK FSR -12X36 NOTE: G.G. TO PROVIDE 2" X 2" ALUMINUM CORNER GUARDS W AT ALL. OUTSIDE CORNERS. EVEN ON WAINSCOT ALL NOTE: SHOE STORAGE SHELVING SHALL BE BRACED TO 4 RESIST LATERAL FORGES AND UPLIFTING. 11 -6" 20' -0" 8' -0" 16' -0" BOL I WALL WALL FIXTURES BOLTWALL BACK / WRAP COUNTER. SEE DETAILS, 51-IT. 1.3 CASH / WRAP WALL FIXTURES ADJACENT TENANT TYPICAL 48" OUTRIGGER BAY. SEE DETAILS MW -053 MW -053 MW -053 W1 -CL 2AI015C FIRE EXTINGUISHER ON BRACKET GASH / WRAP COUNTER. SEE DETAIL 31/A1.3 MW -001 FLOORSTONE TRAN ITION, SEE ETAIL 00000'0 CASH / WRAP COUNTER. SEE DETAIL 31/A1.3 34" (MAX.) HIGH ACCESSIBLE TRANSACTION SURFAGE.MIN. 28" RAISED STOREFRONT DISPLAY PLATFORM. +12" W/ 3" HARDWOOD PLANK FLOORING MALL CONCOURSE —LEASE LINE FOOTWEAR BEACH W/ CENTER RISER L WOOD REDUCER. SEE DETAIL. TENANT G.G. TO INSTALL NEW TILE TO MATCH EXISTING MALL TILE UP TO CLOSURE LINE PAIR OF NEW CLEAR TEMPERED GLASS DOORS, SEE SHEET Al MW-013 PRO SHOP COUNTER SALES AREA PRO SHOP MW -053 MW -053 MW-039 W1 -CL MW -039 MW -039 RAISED STOREFRONT DISPLAY PLATFORM. +12" W/ 3" HARDWOOD PLANK FLOORING BOLTWALL OUTRIGGER BAYS AT PRO -SHOP WITH SLAWALL ADJACENT TENANT TYPICAL 48" OUTRIGGER BAY. SEE DETAILS SHOE SHELVING CALC. SIZE OF STORAGE UNITS (X 10' HIGH U.O.N.) CAPACITY PER UNIT QUANTITY OF UNITS 24" X 48" 200 PAIR 34 24" X 36" 160 PAIR 30 12 "X48" 12 "X36" 12 X24 100 PAIR 80 PAIR 50 PAIR TOTAL STORAGE CAPACITY MALL CORRIDOR F -3 0 11' -6" 12' -O" BOLT WALL 32' -O" WALL FIXTURES FIXTURE / FLOOR FINISH PLAN FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED IN 4p ACCORDANCE WITH APPLICABLE CODES. FINAL FIRE EXTINGUISHER tel PLACEMENT 15 SUBJECT TO THE FIRE MARSHALL'S INSPECTION AND DIRECTION. TOTAL PER UNIT 6,800 4,800 200 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. Q cY) cu 0 t0 C1m N O to ° 1 ` a W .0 tM 0- pM t Z N o N E1 co L1J J w J Q D W Z = u gL� CL V! t!1 LL L.L L7 .1 7 ADJACENT TENANT ELECTRICAL EQUIPMENT. SEE E SHEETS MW -068 BIRCH VENEER PLYWOOD WAINSCOT WITH CHAIR RAIL. EXTENT AS SHOWN BY DASHED LINE. SEE ALSO INTERIOR ELEVATIONS FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE EXISTING MALL STRUCTURAL COLUMN ENCLOSURE. HALLWAY 106 VESTIBULE TIMELINE GRAPHIC EXISTING TO I LET EXIST. MOP SINK EQUIP. r RACK I L- Ck NN MANAGER'S DESK UNIT MW-010 LOCKERS STOCK ROOM 2AIOBG FIRE FE EXTINGUISHER ON BRACKET ;II REVIEW D FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 BUILDING Tukwila DIVISION 102 GRAPHICS SCHEDULE GR -1 24" X 48" 6RAPHIG GR -2 48" X 48" FITTING ROOM GRAPHIC GR -3 72" X 48" FITTING ROOM GRAPHIC GR-4 48" X 48" FITTING ROOM GRAPHIC GR -5 /2" X 108" TIMELINE GRAPHIC GR -6 FRAMED MAGAZINE COVER GRAPHIC (8) GR -7 612" X 72" BACKWRAP GRAPHIC H.G. ACCESSIBLE TOILET ROOM. SEE ELEVATIONS SHEET AS IMSR 24X481 I I IMSR 24X481 I 3' -2" 3' -2" ASR 24X1 e 3' -O" 5R -2 IMSR - 24X481 IMSR 24X48 I SR-24X341 3' -4" N Ck - EQUIP. r RACK I L- Ck NN MANAGER'S DESK UNIT MW-010 LOCKERS STOCK ROOM 2AIOBG FIRE FE EXTINGUISHER ON BRACKET ;II REVIEW D FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 BUILDING Tukwila DIVISION 102 GRAPHICS SCHEDULE GR -1 24" X 48" 6RAPHIG GR -2 48" X 48" FITTING ROOM GRAPHIC GR -3 72" X 48" FITTING ROOM GRAPHIC GR-4 48" X 48" FITTING ROOM GRAPHIC GR -5 /2" X 108" TIMELINE GRAPHIC GR -6 FRAMED MAGAZINE COVER GRAPHIC (8) GR -7 612" X 72" BACKWRAP GRAPHIC H.G. ACCESSIBLE TOILET ROOM. SEE ELEVATIONS SHEET AS I N i IMSR 24X481 I I IMSR 24X481 I 3' -2" 3' -2" , e 3' -O" IMSR - 24X481 IMSR 24X48 I I N i iffiffigNiMb In I IMSR 24X481 I 3' -2" e 3' -O" IMSR 24X48 I iffiffigNiMb In FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE MOBILE SHELVING RACK (MSR) AS SHOWN. SEE FIXTURE SCHEDULE FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE ADJACENT TENANT FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE EXISTING MALL STRUCTURAL COLUMN ENCLOSURE. 0 FIXTURE / FLOOR FINISH PLAN (Cont.) SCALE: 1/4" = I' -O" MOBILE SHELVING RACK (MSR) AS SHOWN. SEE FIXTURE SCHEDULE NOTE: G.G. TO PROVIDE 2" X 2" a, ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS. EVEN ON WAINSCOT WALL. I NOTE: SHOE STORAGE SHELVING a, SHALL BE BRACED TO RESIST LATERAL FORGES AND UPLIFTING. SEE SHEET 51 FOR DETAILS RECEIVED DEC 2 0 2011 PERMIT CENTER a 00 00 w u N O -I-+ a) a Z cp O (0 O co Vca.NV REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A3 PROJECT NUMBER: PH 11 -095 m f e 3' -O" IMSR -24X48 FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE MOBILE SHELVING RACK (MSR) AS SHOWN. SEE FIXTURE SCHEDULE FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE ADJACENT TENANT FIXED SHELVING RACK (FSR) AS SHOWN. SEE FIXTURE SCHEDULE EXISTING MALL STRUCTURAL COLUMN ENCLOSURE. 0 FIXTURE / FLOOR FINISH PLAN (Cont.) SCALE: 1/4" = I' -O" MOBILE SHELVING RACK (MSR) AS SHOWN. SEE FIXTURE SCHEDULE NOTE: G.G. TO PROVIDE 2" X 2" a, ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS. EVEN ON WAINSCOT WALL. I NOTE: SHOE STORAGE SHELVING a, SHALL BE BRACED TO RESIST LATERAL FORGES AND UPLIFTING. SEE SHEET 51 FOR DETAILS RECEIVED DEC 2 0 2011 PERMIT CENTER a 00 00 w u N O -I-+ a) a Z cp O (0 O co Vca.NV REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A3 PROJECT NUMBER: PH 11 -095 m tV O TORRID STF. NEUTRAL NEUTRAL APPLE STF. NEW INTERNALLY ILLUMINATED SIGN WITH TRANSLUCENT WHITE PLEXI PUSH -THRU LETTERS I N MATTE BLACK POWDERCOATED ALUMINUM FACE. SEE SHOP DRAWINGS. -� EXISTING MALL RETURN AIR GRILLE EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD GRAPHIC IMAGE BY VANS (TBD) ON SOFFIT BEYOND. LINE OF GYP. BD. SOFFIT BEYOND, SEE SECTIONS AND REFLECTIVE CEILING PLAN. .040 BLACK POWDER COATED BREAK METAL TRIM. 1/2" CLEAR TEMPERED STOREFRONT GLAZING — GRAPHIC IMAGE BY VANS (TBD) ON SOFFIT BEYOND. LINE OF GYP. BD. SOFFIT BEYOND, SEE SECTIONS AND REFLECTIVE CEILING PLAN. —.040 BLACK POWDER COATED BREAK METAL TRIM. NEW 3/4" BLACK REVEAL LEASE LINE NEW NEUTRAL WITH FIRE EXTINGUISHER CAB. AT LEASE LINE EXISTING NEUTRAL PIER BEYOND. NOTE: G.G. TO COORDINATE WITH MALL REPRESENTATIVE FOR NEW FINISH REQUIREMENTS AT NEW NEUTRAL PIER. BLACK ANODIZED ALUM GLAZING FRAME TOP AND BOTTOM. TYP. SIGN NOTE: U THE SIGN MANUFACTURER itip SHALL PREPARE SHOP DRAWINGS FOR THE PROPOSED SIGN AND SUBMIT TO THE LANDLORD FOR APPROVAL UNDER SEPARATE COVER. 1/2" CLEAR TEMPERED STOREFRONT GLAZING. LEASE LINE EXIST. NEUTRAL PIER BLACK ANODIZED ALUM GLAZING FRAME TOP AND BOTTOM. TYP. 12" HIGH DECORATIVE STRUCTURAL CHANNEL BASE. BLACK WITH CLEAR GOAT FINISH. SEE DETAIL P -4 PAIR 4' -0" X 10 " -0" X 1/2" CLEAR, TEMPERED FRAMELESS GLASS DOORS WITH BLACK BOTTOM RAIL AND CONGEALED PIVOTS. 12" HIGH BLACK BREAK METAL BASE W/ CLEAR GOAT AT STOREFRONT. SEE DTL. (A� STOREFRONT ELEVATION SCALE: I/2" = I' -O" EXISTING DEMISING WALL. SEE SHEET AI LEASE LINE cn ;t 5' -5" BACK OF PLATFORM EDGE. SEE DETAIL -- r RAISED ( +12 ") STOREFRONT PLATFORM. SEE STOREFRONT SECTIONS TORRID STOREFRONT NEW NEUTRAL PIER WITH FIRE EXTINGUISHER C.A. B AT LEASE LINE BY TENANT G.G. NEW 3/4" NEUTRAL REVEAL BY TENANT G.G. i 1 /. LINE OF SOFFIT ABOVE AND PLATFORM BELOW ON LEASE LINE 51_511 TENANT SMOOTH FLOORING TRANSITION. SEE DETAIL— 0 k NMI OPP. i' -4" 1 FLUSH DUST PROOF FLOOR STRIKES 5' -5" PAIR 4' -0" X 10' -0" X 1/2" CLEAR, TEMPERED FRAMELESS GLASS DOORS WITH BLACK BOTTOM RAIL AND CONGEALED PIVOTS. MALL 8' -0" 4 ' 1' -4" BACK OF PLATFORM EDGE. SEE DETAIL —� i LINE OF SOFFIT ABOVE AND PLATFORM BELOW ON LEASE LINE 5I-11 3/4" 24' -O" I/4 X11 ENLARGED STOREFRONT PLAN SCALE: I/2" = I' -0" 12" HIGH DECORATIVE STRUCTURAL CHANNEL BASE. BLACK WITH CLEAR GOAT FINISH. SEE DETAIL EXISTING DEMISING WALL. SEE SHEET Al LEASE LINE RAISED ( +12 ") STOREFRONT PLATFORM. SEE STOREFRONT SECTIONS 1 in APPLE STOREFRONT EXISTING NEUTRAL PIER EXISTING 3/4" NEUTRAL REVEAL 1)t 4 ECEWVE DEC 20 2011 PERMIT CENTER 4t1 V _c O E ■ N E CC, u N00 `+L, = N • LPL .E c >" a o G. 1 57 0 00 Zi3 15 00 c C L 4-+ +.• c c ea 0 � Z O tri O CO N vi SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A4 PROJECT NUMBER: PH 11 -095 EXISTING MALL BULKHEAD AND CEILING METAL ROQF . 0` 410111 =r= = .;rte/ / LIUNIM AI I% EXISTING M 4 STRUM� 3 -5/8" X 2 DI A61 ONAL O.G. TO 5TF REGRSSED LIGHT FIXTURE (WHERE OCCURS) LL DECK V.I.F. ga. METAL STUD BRAC I NG AT 48" . ABOVE 5/8" TYPE GYP. BD W/ PAINT FINIS TO DECK MW-044 6" BOX BEAM IN HEADER. SEE DETAIL q /A7.1 3 -5/8" X 2Oga. METAL STUD FRAMING AT lb" O.G. TYP. GRAPHIC IMAGE BY VANS (TBD) ON SOFFIT BEYOND. 6" BOX BE M IN HEADER. SEE DETAIL q/A . I 5/8" TYPE ' ' GYP. BD OVER METAL 5TU FRAMING (NP) LINE OF STUD COLUMN BEYOND TENANT WOOD CLA[ ENTRY PORTAL (BEYOND) MW-044 MW-044 LEASE LINE LINE OF STUD COLUMN BEYOND MALL 1/2" CLEAR TEMPERED STOREFRONT GLAZING. I/8" MAX BUTT JOINTS WHEN REQUIRED. GRIND EDGES. 12" HIGH RA SED DISPLAY PLATFORM. SEE DETAIL TENANT'S FINISH FLOOR rC1 'KAWNEER" BLACK ANODIZED ALUM GLAZING FRAME TOP, SIDES AND BOTTOM. TYP. 9 EXISTING MALL FINISH FLOOR STOREFRONT SECTION SCALE: I/2" = 1' -0" O i O EXISTING MALL BULKHEAD AND CEILING METAL ROQF Ames v G Ae II EXISTING MALL DECK 4 STRUCTURE V.I.F. 3 -5/8" X 2Oga. METAL STUD DIA6IONAL BRACING AT 48" O.G. TO 5TR. ABOVE NEW INTERNALLY ILLUMINATED DROP -IN SIGN. SEE DETAIL IMw -044 6" BOX BE M IN HEADER. SEE DETAIL q/A .I LINE OP STUD COLUMN BEYOND 6" BOX BEAM IN HEADER. SEE DETAIL q /A1.1 RECRSSED LIGHT FIXTURE (WHERE OCCURS) WOOD GLAIb ENTRY PORTAL (BEYOND) TENANT LINE OF STUD COLUMN BEYOND LEASE LINE PAIR 4' -0" pC 8' -6" X 1/2" CLEAR, TEMPERED FRAMELES GLASS DOORS WITH BLACI BOTTOM RAIL AND PATCH PIVOTS. —__ TENANT'S FINISH FLOOR rBTh EXISTING MALL FINISH FLOOR STOREFRONT SECTION SCALE: 1/2" = I' -O" EXISTING MALL BULKHEAD AND CEILING RECRSSED LIGHT FIXTURE (WHERE OCCURS) METAL ROQF DEG EXISTING MALL DECK ff STRUCTURE V.I.F. 3 -5/8" X 2 ga. METAL STUD DIAGIONAL BRACING AT 48" O.G. TO 5 . ABOVE 5/8" TYPE X GYP. BD W/ PAINT FINISH TO DECK O O GRAPHIC IMAGE BY VANS (TBD) ON SOFFIT BEYOND. 6" BOX BE M IN HEADER. SEE DETAIL q/A 1.1 5/8" TYPE 'X' GYP. 512 OVER METAL STUD FRAMING (TYP) I" RETURN Or METAL CLADDING. IsEE DETAIL _ - -LEASE LINE TENANT LINE OF S D COLUMN BEYOND 1/2" CLEAR TEMPERED STOREFRONT GLAZING. I/8" MAX BUTT JOINTS WHEN REQUIRED. GRIND EDGES. 12" HIGH RA SED DISPLAY PLATFORM. SEE DETAIL TENANT'S FINISH FLOOR 'KAWNEER" BLACK ANODIZED ALUM GLAZING FRAME TOP, SIDES AND BOTTOM. TYP. EXISTING MALL FINISH FLOOR STOREFRONT SECTION REVIEWED FOR APPROVED D FEB 0 8 2072 BUILDING Tukwila DIVISION SCALE: 1/2" = 1' -0" CODE bl1HO' RECEIVED DEC 2 0 2011 PERMIT CENTER 0 N CN E: '0 V N CO _ N• c cu o O a S O Lf1 m oms CU N 7 O u_ 41 c O ^O e -C m p .0 Z S ON E L to t%i z 0 •10111110•1111111111 SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A4 PROJECT NUMBER: PH 11 -095 L W GR -6 (4) FRAMED MAGAZINE COVERS EACH SIDE OF DOOR O N LINE OF STOREFRONT BEYOND- PAINT LINE i LINE OF STOREFRONT BEYOND PAINT LINE IEX1TI 1/2" CLEAR, TEMPERED STOREFRONT GLAZING tr 1/2" CLEAR, TEMPERED STOREFRONT GLAZING N CP-) MW-065 4" BIRCH VENEER PLYWOOD BASE PAIR OF NEW CLEAR TEMPERED GLASS DOORS. SEE DOOR SCHEDULE SHEET Al MW -065 4" BIRCH VENEER PLYWOOD BASE INTERIOR ELEVATION SCALE: 1/4" = 1' -0" (V 1 i- PAINT LINE "GIRLS" GRAPHIC. FURNISHED BY OWNER, INSTALLED BY G.G. P- I 87 -3/8" LINE OF CLEATS BEHIND. HOLD IN 2" FROM EACH END (TYP.)- 52 -3/8" BOLT WALL PANELS HUNG ON FRENCH CLEATS SUPPLIED WITH PANELS I1 -3/8" MW -065 4" BIRCH VENEER PLYWOOD BASE EMERGENCY LIGHTS 6" ABOVE PAINT LINE. PER SHT E2 (TYP. IN SALES AREA) gak Tap 42) G.G. TO VERIFY FINAL PLACEMENT OF THE "OFF * THE WALL" SHOEPRINT GRAPHIC W/ VANS P.M. SHOE PRINT GRAPHIC. FURNISHED BY OWNER, INSTALLED BY G.G. OVER G.G. SUPPLIED BIRCH PANELS. PANELS ARE HUNG ON FRENCH CLEATS 8"1 -3/8" t LINE FIXED PAINT LINE HALL MTD. ILLUM. EXIT SIGN. SEE ELECTRICAL SHEETS LINE OF CLEATS BEHIND. HOW IN 2" FROM EACH END (TYP.) 52 -3/8" 8" SHOE WALL "RAMP" SEE DETAIL 25/A1.2 OPEN TO VESTIBULE CORRIDOR TRIM PACKAGE. MITER TOP CORNERS MI FEATURE BOLT WALL PANELS HUNG ON FRENCH CLEATS SUPPLIED WITH PANELS 8" SHOE WALL "RAMP" SEE DETAIL 23/A1.2 INTERIOR ELEVATION SCALE: 1/4" = I' -O" FLAT SCREEN T.Y. FURNISHED BY G /L- OWNER, INSTALLED BY GC. G.G. TO SUPPLY BACKING IN WALL AS REQUIRED FOR BRACKET MTG.� OFF THE WALL SINGE 66" GRAPHIC. FURNISHED BY OWNER, INSTALLED BY G.G. QED LINE OF GRAPHIC LIGHT BOX PROVIDED BY OWNER INSTALLED BY G.G. MW -053 O 0 00 00 O 0 0 O .0 - o -1:1- "1Y"'" or." O 0 D 0 0 0 0 0 O 0 0 0 0 0 0.. 0. G O 0 0 0 0 MW -007 MW -053 D D g�vnn0.,..�4,m0,, 0 D D 0 'YP'°^.4, D o O o O D D O %�0 0 D O W. O • O O O 0 0 0 0 0 O 0 00 O 0 taiP D 0 4' -O" 8" SHOE HALL "RAMP" SEE DETAIL XEik nifF TYP. 0 \ / I Jr OFF THE 14'AL SINCE`66 BACK / WRAP GRAPHIC. FURNISHED BY OWNER, INSTALLED BY G.G. MW -065 4" BIRCH VENEER PLYWOOD BASE r 4' -O" 0 0 Oa 0 \ PAINT LINE r R \- SCALE: 1/4" = I' -O" 0 (Ni r� [W3A -CL I METAL _ m OUTRIGGER WALL TRACK. 19" SECTIONS GUT AS REQUIRED METAL 1 M1-CL 1 OUTRIGGER POSTS (TYP.) .- ._._... --4-4.-- ... -_. ........»....Z ....»....• ....._.. ----f"--".,- . -"—F------r--- _111.. ...,._._....._...,.,w......_.._ MW-065 4" BIRCH VENEER PLYWOOD BASE rC� INTERIOR ELEVATION SCALE: 1/4" = I' -O" PAINT LINE 0 O W3A CL METAL OUTRIGGER WALL TRACK. 141" SECTIONS GUT AS REQUIRED M1-CL METAL OUTRIGGER POSTS (TYP.) MW -065 4" BIRCH VENEER PLYWOOD BASE \ \ 3 / \ i 4' -O" TYP i EMERGENCY LIGHTS 6" ABOVE PAINT LINE. PER SHT E2 (T(P. IN SALES AREA) \ r` M1-CL METAL OUTRIGGER POSTS (TYP) \ 1 PAINT LINE EMERGENCY LIGHTS 6" (2/.---- ABOVE PAINT LINE. PER SHT E2 (TYP. IN SALES AREA) / R \- SCALE: 1/4" = I' -O" r� "` _ '._. ° " " " "; rv._ gym...,( = .- ._._... --4-4.-- ... -_. ........»....Z ....»....• ....._.. ----f"--".,- . -"—F------r--- _111.. ...,._._....._...,.,w......_.._ .. _ .._...- ..- ........w........,..w,..... / 1 \ \i� / f REVIEWED FOR BMW -0391 METAL SLATWALL SECTIONS AT PRO -SHOP BAYS HANGS ON HANG BAR. 11 L' PAINT LINE GORE TEAM GRAPHIC. FURNISHED BY OWNER, INSTALLED BY G.G. O tF MW -053 00 0 o 0 1Y-t1 _ �.. ...o._ 8..._0 �... ▪ „�.� �® 'C' -• 0- O 0 MW -053 D 0 O 0 0 0 0 0 0 O 0 0 0 0 MW -053 D O 00 O O 0 °'.00 0 0 MW -053 O 0 ((ggOD � O 0 O O O O [MW -053 O 0 00 0 D 0 • 42" 90 00 0 00 00 00 00 0.0 0 o 00 0 o0 0 00 00 o e_ oo 113- 0...'.,pL0 " "er. 7i. Q°_°.D..'.U,. -A'6.._�.D".'.. o--1, -T 'Er- O.-0.....0 .'C.- 11"0"_0 -O- -9._ o._"0 -Tr ...�'. D.....° o. - - - -o. 0 0 lY ""0'� 0 0 0 0 qtr.-4'4:P o D 0 yo„, Tom' 0 0 0 0 0 0 0 0 o D o o D O iV 0 O 0 D V -1i" o o O o D O O O D 00 00 00 00 DO 00 OD 00 00 OD 00 00 DO DO 0 0 o_ II.- O- _0 0 0 _ _o -0• -r o _o _o o °• 0 0 0 0 .. 0_.... o...-a IV-- d o...°�0 .`0,.. 'D..° o°' ...0'..`D' -0- 6" -- 0-01 O 0 DO O o • • O 0 O 0 v 0 0 87 -3/8" LINE OF CLEATS BEHIND. HOLD IN 2" FROM EACH END (TYP.) 52 -3/8" BOLT WALL PANELS HUNG ON FRENCH CLEATS SUPPLIED WITH PANELS I-1 -3/8" Elk Mei MW -007 8 SHOE WALL "RAMP" SEE DETAIL CDD INTERIOR ELEVATION °° APPROVEDNGE SCALE: 1/4" = I' -O" MW-0601 CORRIDOR TRIM PACKAGE. MITER TOP CORNERS 0 1 O O I e N MW -065 4" BIRCH VENEER PLYWOOD BASE FEB 0 8 2012 City of Tukwila BUILDING DIVISION MW -06514" BIRCH VENEER PLYWOOD BASE Q N Q L aJ _c 0 m m at N N At N 0 CI N to I LL qt N O -C M mom Z N SON E . LCI Z 0 Q J W 0 W Z co 00 1 00 L c O 1` V O Ill V V ro uo1 co VI N VII REVISIONS: III 401 SEAL: CORRIDOR TRIM PACKAGE. MITER TOP CORNERS MW -060 OPEN TO HALLWAY C� TIMELINE GRAPHIC. MW -065 4" BIRCH VENEER PLYWOOD TOP RAIL gik 1 4 no TRIM PACKAGE. MITER TOP CORNERS MW -06 IMW -068148" BIRCH VENEER PLYWOOD WAINSCOT Emoom-got ,SAW OPEN TO SALES AREA MW -068 48" BIRCH VENEER PLYWOOD WAINSCOT CB -D NOTE: GUT CHAIR RAIL AT TIMELINE 4, GRAPHIC. WAINSCOT RUNS BEHIND. MW-06514" BIRCH VENEER PLYWOOD BASE 4" BIRCH VENEER PLYWOOD BASE e QEJ INTERIOR ELEVATION SCALE: 1/4" = 1' -0" ECEIVED DEC 2 0 2011 PERMIT CENTER. DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH11- 095 -A5 PROJECT NUMBER: PH 11 -095 uJ N • Le<f2 O d- i WALL MTD. ILLUM. EXIT 516N. SEE ELECTRICAL SHEETS MW -065 4" BIRCH VENEER PLYWOOD TOP RAIL J_ .4 '1' in e - 36" 5/5 GRAB BAR WHITE FRP BOARD TO 1- 24 X 36 FRAMED MIRROR W/ SHELF _ .t I 4' -0" \ REAR SERVICE DOOR AND HARDWARE. SEE DOOR SCHEDULE SHEET AI. a - ��ir •w.. �' cry ■` - 48" A.F.F. W. TRIM C.A. P O c ELECTRICAL EQUIPMENT. (SHOWN APPROXIMATE) TRIM WAINSCOT AT PANELS, ETC. AS REQUIRED. V.I.F.- MW -065 4" BIRCH VENEER PLYWOOD TOP RAIL P -1 COLUMN ENCLOSURE POP -OUT COLUMN ENCLOSURE POP -OUT WAINSCOT SHEETS COME IN 4' X 8' LENGTHS. USE FULL a, SHEETS AND GUT REST TO FIT AS REQUIRED. CORRIDOR TRIM PACKAGE. MITER TOP CORNERS MW -060 MW -065 4" BIRCH VENEER PLYWOOD TOP RAIL MW -068 48" BIRCH VENEER PLYWOOD WAINSCOT MW -06514" BIRCH VENEER PLYWOOD BASE 48" BIRCH VENEER PLYWOOD O WAINSCOT OPEN TO VESTI BUL MW- 06514" BIRCH VENEER PLYWOOD TOP RAIL MW -068 48" BIRCH VENEER PLYWOOD 74- WAINSCOT B -) �FJ INTERIOR ELEVATION (HALLWAY) SCALE: 1/4" = I' -0" NOTE: MIRROR SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS IN A STANDING POSITION. P -I 4 O MW-015 30" X 60" FRAMED FITTING ROOM in MIRROR WITH PICTURE FRAMES • 2' -6" b BACKING IN WALL in FOR MIRROR ATTACHMENT ZO MW -065 4" BIRCH VENEER PLYWOOD BASE —+-6a" —48" =r22" P -I MW-048 B -1 -IMW -0481 BIRCH VENEER H.G. DOOR AND FRAME KIT W/ HOW. MW-065 4" BIRCH VENEER PLYWOOD BASE 0 0 INTERIOR ELEVATION (ACCESSIBLE FITTING ROOM),,.. CF-D m MW -015 30" X 60" FRAMED FITTING ROOM MIRROR WITH PICTURE FRAMES 4 - BACKING IN WALL FOR MIRROR ATTACHMENT O O MW -06514" BIRCH VENEER PLYWOOD BASE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 P -I 111111111 11111111 CORRIDOR TRIM PACKAGE. MITER TOP CORNERS 1 MW -060 0 MW-065 4" BIRCH VENEER PLYWOOD TOP RAIL OPEN TO STOCK ROOM City of Tukwila BUILDING DIVISION WAINSCOT SHEETS COME IN 4' X 8' LENGTHS. USE FULL ales SHEETS AND CUT REST TO FIT AS REQUIRED. -1MW -06514" BIRCH VENEER PLYWOOD TOP RAIL MW-068 48" BIRCH VENEER PLYWOOD WAINSCOT 1i, MW-06514" BIRCH VENEER PLYWOOD BASE �FJ INTERIOR ELEVATION (HALLWAY) G.C. TO PROVIDE A I/8" CLEAR SILICONE BEAD 4, AROUND ALL FIXED ITEMS IN FITTING ROOMS 48" X 48" GRAPHIC PANEL P- I NOTE: 6.G. SHALL SUPPLY BACKING AS REQ. IN ,, WALLS FOR FITTING ROOM MIRROR. ACCESSORIES, GRAPHIC, HOOKS, ETC, 36" FITTING ROOM _ O BENCH O in MGR -2 I 48" X 48" GRAPHIC PANEL —t- L� rT j.i2"i2"1, �r it SKATEBOARD "TRUCK" FITTING ROOM HOOKS =9 t? CD 48" A.F.F. O ON GRAPHIC. lid Sai�hti`��a MW -06514" BIRCH VENEER PLYWOOD BASE MW -0471 BI RGH VENEER H.G. DOOR 0 AND FRAME KIT W/ - HDW. O O MW -065 4" BIRCH VENEER PLYWOOD BASE �H1 INTERIOR ELEVATION (STANDARD FITTING ROOM) SCALE: 1/4" = I' -0" O d1 C/L OF LIGHT J -BOX 3' -0" G.G. TO PROVIDE AND INSTALL MED. DUTY WHITE MELAMINE CLAD SHELVING ON ADJUSTABLE STANDARDS OVER WATER CLOSET AS SHOWN. NOTE: ALL HOT, GOLD WATER B WASTE LINES TO BE INSULATED NOTE: HEIGHT OF REAR GRAB -BAR MAY BE RAISED TO A MAX. HT. OF 36" AS NECESSARY TO ALLOW I Ys" BETWEEN BAR AND TOP OF THE TOILET TANK. NOTE: 6.C. SHALL SUPPLY BACKING AS REQ. IN 4. WALLS FOR ALL TOILET ROOM ACCESSORIES 54" MIN. 341" -4I" P -16 1 AC-5 1 B -3 1 AC -3 18" 5/5 VERTICAL GRAB BAR G.G. TO PROVIDE BACKING AS REQ. °� FOR ALL. TOILET ACCESSORIES. m 48" X 48" GRAPHIC PANEL GR -3 O MW -0111 H.G. FITTING '4" NrROOM BENCH AFFIXED TO WALL C;) O in NOTE: MIRROR SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS IN A STANDING POSITION. O MW -011 H.G. FITTING ROOM BENCH AFFIXED TO WALL" SCALE: 1/4" = I' -0" CP -1l) 12" X 48" GRAPH I C 2'- 11 GR -2 SKATEBOARD "TRUCK" FITTING ROOM HOOKS ® 48" A.F.F. ON GRAPHIC. O d- ,, 2' -0" 18 A7.2 INT. ELEVATION (ACCESSIBLE FITTING ROOM) SCALE: I/4" = WHITE FRP BOARD TO 48" A.F.F. W. TRIM GAP. (TYP. ALL. WALLS) dJ 6" HIGH INTEGRAL COVED SHEET VINYL BASE NOTE: ALL HOT, COLD WATER $ WASTE LINES TO BE INSULATED MW -06514" BIRCH VENEER PLYWOOD BASE 4 in blHoI PAPER TOWEL DISPENSER AC-4 INTERIOR ELEVATION (ACCESSIBLE TOUT ROOM) SCALE: 1/4" = I' -O" 6" HIGH INTEGRAL COVED SHEET RECEIVED VINYL BASE V DEC 2 0 2011 PERMIT CENTER. W L z 0 Q J O z • II • II • • • 157 00 CO 00 L to 0) c c a) s` 4v V ate' O W .E -0 O: Z O W O co to to vi N REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A5 PROJECT NUMBER: PH 11 -095 36" 5/5 GRAB BAR WHITE FRP BOARD TO 1- 24 X 36 FRAMED MIRROR W/ SHELF } ` a AC -6 ��ir •w.. �' ■` MIN. 48" A.F.F. W. TRIM C.A. P O AC -7 E 1. y� (TYP. ALL WALLS) irS ( Via- -_ #OED_:.. 1 AC m ■ -1 If . : NOTE: ALL HOT, GOLD WATER B WASTE LINES TO BE INSULATED NOTE: HEIGHT OF REAR GRAB -BAR MAY BE RAISED TO A MAX. HT. OF 36" AS NECESSARY TO ALLOW I Ys" BETWEEN BAR AND TOP OF THE TOILET TANK. NOTE: 6.C. SHALL SUPPLY BACKING AS REQ. IN 4. WALLS FOR ALL TOILET ROOM ACCESSORIES 54" MIN. 341" -4I" P -16 1 AC-5 1 B -3 1 AC -3 18" 5/5 VERTICAL GRAB BAR G.G. TO PROVIDE BACKING AS REQ. °� FOR ALL. TOILET ACCESSORIES. m 48" X 48" GRAPHIC PANEL GR -3 O MW -0111 H.G. FITTING '4" NrROOM BENCH AFFIXED TO WALL C;) O in NOTE: MIRROR SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS IN A STANDING POSITION. O MW -011 H.G. FITTING ROOM BENCH AFFIXED TO WALL" SCALE: 1/4" = I' -0" CP -1l) 12" X 48" GRAPH I C 2'- 11 GR -2 SKATEBOARD "TRUCK" FITTING ROOM HOOKS ® 48" A.F.F. ON GRAPHIC. O d- ,, 2' -0" 18 A7.2 INT. ELEVATION (ACCESSIBLE FITTING ROOM) SCALE: I/4" = WHITE FRP BOARD TO 48" A.F.F. W. TRIM GAP. (TYP. ALL. WALLS) dJ 6" HIGH INTEGRAL COVED SHEET VINYL BASE NOTE: ALL HOT, COLD WATER $ WASTE LINES TO BE INSULATED MW -06514" BIRCH VENEER PLYWOOD BASE 4 in blHoI PAPER TOWEL DISPENSER AC-4 INTERIOR ELEVATION (ACCESSIBLE TOUT ROOM) SCALE: 1/4" = I' -O" 6" HIGH INTEGRAL COVED SHEET RECEIVED VINYL BASE V DEC 2 0 2011 PERMIT CENTER. W L z 0 Q J O z • II • II • • • 157 00 CO 00 L to 0) c c a) s` 4v V ate' O W .E -0 O: Z O W O co to to vi N REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A5 PROJECT NUMBER: PH 11 -095 . 3 5/8" 20ga. JOISTS AT - EXISTING METAL PAN DECK. VERIFY DETAILS IN FIELD 20ga. METAL STRAPS 048" O.G. BETWEEN FLUTES WHEN REQUIRED EXISTING METAL PAN DECK. VERIFY DETAILS IN FIELD 20ga. METAL STRAPS 048" O.G. BETWEEN FLUTES WHEN REQUIRED - EXISTING METAL PAN DECK. VERIFY DETAILS IN FIELD 2Oga. METAL STRAPS 048" O.G. BETWEEN FLUTES WHEN REQUIRED n rTh 1\r n/-\ r pit, I .I 1 � -20ga DEEP LEG TRACK W/ 1" MIN OVERLAP. (I) #10 TEK SCREW a EA. STRAP BRACING. (VERIFY EXACT COND. a 48" O.G.) -20ga DEEP LEG TRACK W/ 1" MIN OVERLAP. (I) #10 TEK SCREW ® EA. STRAP BRACING. (VERIFY EXACT COND. a 48" O.G.) t 13 -20ga DEEP LEG. TRACK W/ 1" MIN OVERLAP. (I) #IO TEK SCREW ®EA. STRAP BRACING. (VERIFY EXACT COND. ® 48" O.G.) CONT. 3 -5/8" x 2Oga. TOP TRACK _ ■ CONT. 3 -5/8" x 20ga. TOP TRACK A — CONT. 3 -5/8" x 20ga. TOP TRACK x �� I6 D.G. (WHERE OCCURS) EXIST. ROOF STRUCTURE V.I.F. 3 -5/8" X 20GA. METAL STUDS ®I6" O.G. TO ° " UNDERSIDE OF ROOF DECK 3/4 FIRE TREATED PLYWOOD OVER 5/8" TYPE 'X' 6YP. BD ON TOP OF TOILET ROOMS L EXIST. ROOF STRUCTURE V.I.F. _ . I EXIST. ROOF STRUCTURE V.I.F. 3 -5/8" X 205A. METAL STUDS ® lb" O.G. — — — — — — — 3 5/8" x 20 go. CEILING g JOISTS AT 16" O.G. 3 -5/8" X 2O6A. METAL STUDS a 16" D.G. 3 5/8 # 20ga. LEDGER TO W/ (2) 10 AT EACH STUD 'X' I I I �r O — 11 NIEL 'X' 1 b" x 18ga. CEILING JOISTS AT 12" O.G. 'X' + I _L_.._ rn, V 5/8" TYPE GYP. BD CEILING. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 5/8" TYPE 'X' 6YP. BD BOTH SIDES. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH�� 3 -5/8" X 2OGA. METAL STUDS ®I b" O.G. ZiS O — Z? EL w O _ O 5/8" TYPE GYP. BD CEILING. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH ± ti it) 5/8" TYPE 'X' GYP. BD BOTH SIDES. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 3 -5/8" X 206A. METAL STUDS ®16" O.G. (6" STUDS WHERE INDICATED ON THE PLAN) T } + 5/8" TYPE 'X' 6YP. BD BOTH i- SIDES. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 3 -5/8" X 20GA. METAL STUDS ®I b" O.G. 5/8" TYPE GYP. BD CEILING. TAPE, SPACKLE, i- ry SAND. PREPARE FOR PAINT FINISH 5/8" TYPE 'X' GYP. BD BOTH SIDES. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 3 -5/8" X I6 A. METAL STUDS ®16" O.G. (6" STUDS WHERE INDICATED ON THE PLAN) -' 10,1 VESTIBULE FITTING ROOM b FITTING ROOM / SALES AREA STOCK ROOM SALES AREA OR CONT. 20 6A. BOTTOM TRACK w/ HILTI X -U SHOT PINS INTO SLAB AT 24" D.G. (IGG ESR #2269) EXISTING CONCRETE SLAB. VERIFY DETAILS IN FIELD 1 OR I OR VESTIBULE STOCKROOM OR TOILET ROOM HALLWAY FITTING ROOM STOCKROOM GOVT. I6 6A. BOTTOM TRACK w/ 'HILTI' X -U SHOT PINS INTO SLAB AT 24" O.G. (IGG ESR #226x) EXISTING CONCRETE SLAB. � VERIFY DETAILS IN FIELD OR CONT. 20 GA. BOTTOM TRACK w/ 'HILTI' X -U SHOT PINS INTO SLAB AT 24" O.G. (IGG ESR #226x) EXISTING CONCRETE SLAB. VERIFY DETAILS IN FIELD 1 HALLWAY GOVT. 20 6A. BOTTOM TRACK w/ REVIEWED FOR (��DE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION 'HILTI' X -U SHOT PINS INTO SLAB AT 24" D.G. (IGG ESR INTO S EXISTING CONCRETE SLAB. VERIFY DETAILS IN FIELD ,, , ,% ICJ WALL SECTION „ _ , , SCALE: 3/4 - I -O �B� WALL SECTION SCALE: 3/4 = 11-0" (-- � J WALL SECTION N 0 SCALE: 3/4" = I' -O" (ii::: WALL SECTION „ 3/4 = 11-0" 3/4" FIRE TREATED PLYWOOD OVER 5/8" TYPE; 'X' 6YP. BD ON TOP OF TOILET ROOMS (...,-- EXISTING METAL PAN DECK. EXISTING METAL. PAN DECK. VERIFY DETAILS IN FIELD VERIFY DETAILS IN FIELD r---\ /--\ /--\ /---\ /--\ r Ila ........ pi � ' ,0 ,, 100#11 l I I fi r CONT. 3 -5/8" x 20ga. TOP TRACK ...v� . .- EXIST. ROOF STRUCTURE V.I.F. EXISTING GYP. 5D. SURFACE, REMOVE ALL APPLIED FINISHES BEFORE NEW FINISHES APPLIED GYP. BD. TAPE, SPACKLE, SAND. PREPARE FOR PAINT IL FINISH j + >- ! ,. Ar ell I # (4 I i " ' ` 4 I 1 _ EXIST. ROOF STRUCTURE V.I.F. EXISTING GYP. BD. SURFACE REMOVE ALL APPLIED FINISHES BEFORE NEW FINISHES APPLIED 5/8" TYPE 'X' GYP. BD. TAPE, PREPARE !L SPACKLE, FINISH FOR PAINT 1 ■ + ° _ ti — .__-- ._ - -.__ — ArAIN b" x 18ga. GEILIN6JOISTS AT 12" O.G. I I I O ZA 1 ....��,..,. Pi I *, ° e . CEILING. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 5/8" TYPE 'X' GYP. BD BOTH SIDES. TAPE, SPACKLE, SAND. PREPARE FOR PAINT FINISH 6" X 186A. METAL STUDS ® 16" O.G. �_..... I ' 4 ��� 'InT 70011p 01 EXISTING DEMISING WALL STUDS BY LANDLORD. SEE WALL SCHEDULE SHEET Al. �. 9 I 4 EXISTING DEMISING WALL TO REMAIN 3 -5/8" X 206A. METAL. STUDS FURRING WALL ®I b O.G. ADJACENT TENANT d di 1 HALLWAY ADJACENT TENANT 10r i i 1 SALES AREA OR CONT. 20 GA. BOTTOM TRACK w/ 'HILT!' 'HILTI' X -U SHOT PINS INTO SLAB AT 24" O.G. (IGG ESR #226x) l EXISTING CONCRETE SLAB. VERIFY DETAILS IN FIELD 1 TOILET ROOM STOCKROOM STOCKROOM t I. , 1 0000 . ' CONT. 16 A. BOTTOM TRACK 1.4/ 'HILTI' X -U SHOT PINS INTO SLAB AT 24 O.G. (IGG ESR #226x) EXISTING CONCRETE SLAB. VERIFY DETAILS IN FIELD EXISTING CONCRETE SLAB. I VERIFY DETAILS IN FIELD 1 I • - t u ;, ,e r' RECEIVED DEC 2 0 2011 PERMIT CENTER It) 11 it.. Li 0 1 rG� EXISTING WALL SECTION „ _ _ , �� SCALE. 3/4 - I O JD EXIST. DEMISING WALL ' W/O FURRING „ _ , „ SCALE: 3/4 - I -O rEJ WALL SECTION SCALE: 3/4" = I' -O" CHD NOT USED _ SCALE: 3/4 - I -O a v 0 ■ N E C Le, V • LL o cuC O a W z 0 J • � • I • I � • 157 oo 00 (0 C CD O u CD rin C.0 o w -a o :: z O 0 W co 0 co �Vca_ fNV) SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A6 PROJECT NUMBER: PH 11 -095 w EXISITN6 LANDLORD BULKHEAD �� 3/4 ALUM. REVEAL 5/8" TYPE 'X' 6YP. BD ON METAL STUD I" " , LEASE LINE - ,r , , _v90 - -- - ( - mos 3/4" HARDWOOD l!_ STOREFRONT FINISH (WD -I) OVER 1/2" FIRE TREATED 1/2" PLYWOOD. 5/8 "X O ,,, TENANT MALL EXIST. NEUTRAL PIER 3/4" ALUM. REVEAL BULLN05E PLATFORM FLOORING EDGE. SEE DETAIL 6/A1.I 4 I/2 12" HIGH CHANNEL BASE ON LEASE LINE 2 I/2" iI rr >� 111 iii III ",v v4,11111 '' Ili II FRAMING PIVOT POINT - -� .040 BLACK POWDER COATED BREAK METAL _ CLADDING IN/ 1 II II '' ::::ii !; _.._,......w._...._.._.� : / t 3 18GA. BOX BEAM COLUMNS 3 -5/8' x 20ga. METAL STUD STOREFRONT FRAMING AT I6" O.G. (TYPJ cV 3 -5/8' x 2Oga. METAL 3 -5/8 "X 18GA. BOX BEAM COLUMNS NEW 3 -5/8" X 20ga. METAL STUD FURRING W/ 5/8 TYPE 'X' GYP. BD. � �� STOREFRONT GLAZING BASE BELOW I/2" CLEAR TEMPERED STOREFRONT GLAZING ON ALUM. BASE SEE ELEVATION 1' . All ;11-- '' �G A LEASE LINE 040 BLACK POWDER = COATED BREAK METAL N CLADDING ON FACE W/ I" RETURN z TOP OVER 5/81" GYP. BD. A r A / I _ __ _ — I It :+i 3 -5/8' x 20ga. METAL STUD STOREFRONT FRAMING AT I6" O.G. (TYP.) �� "X 04O BLACK POW R DE :: • _ 3 5/8 "X 186A BOX BEAM COLUMN WITH .040 BLACK il COATED BREAK METAL CLADDING ON= FACE W/ I" RETURN 1 POWDER COATED BREAK METAL CLADDING. I PROVIDE DE CONT. BLOCKING AS REQUIRED STOREFRONT GLAZING ON ALUM. ASE SEE 2 I/2" ELEVATION 6 18GA. BOX BEAM, SEE Fig } DETAIL q /AT.I _ dJ 3/4 HARDWOOD i - ALIGN LEASE LINE _ - -_ 1 I :: 3/4 BLACK ALUM. REVEAL PROVIDE BLOCKING _ .fl = AT PEIMETER OF i FIRE EXTINUISHER CABINET OPENING. V.I.F. SIZE ffiral r 1 I -. •. ..,...: • •. •Sr ' 3 -5/8 "X 18GA. BOX BEAM COLUMNS MITER CORNER (TYP.) J _ I I � I STUD STOREFRONT FRAMING AT lb" O.G. (TYP.) I/2 CLEAR TEMPERED STOREFRONT GLAZING ON CP _ ■ 11 �y' �\ l i ` I - V) ` STOREFRONT FINISH (WD -I) OVER I/2" PLYWOOD 8 5/8" TYPE 'X' GYP. BD. t ?� WD I r •: •• .: -..... � .......... . .. ... t _ .. ..._.. ;. ! ,. _� ) NEW -5/" X 2O . METAL STUD FURRING W/ 5/8 4 I/2" I I I I I L - � Q I _.....• ..... ...�:.,.. x AT BULKHEAD , a ............ ..• ' "' "' 20ga. METAL STUDS I6" O.G. TO MALL BY G.G.. ALUM. REVEAL- NEUTRAL BY LANDLORD TYPE 'X' GYP. BD. I i _� I ALUM. BASE SEE ELEVATION ,.•.. _, , ::.,• �' ::.. 1 .�_ I I , 1' -0" _ I h ����J�� �) „ 5/8 TYPE X GYP. BD ON METAL STUD fI -MITER CORNER LEASE LINE 4 I/2" CLEAR TEMPERED STOREFRONT GLAZING m TENANT MALL I I N U) �� 3/4" EXISTING PIER 3 -5/8' x 20ga. METAL STUD FRAMING NEUTRAL PIER BY G.G. 5/8" TYPE 'X' GYP. BD. PREPARE FOR PAINT FINISH. STOREFRONT GLAZING BASE BELOW ,_ —. I �., FRAMING I; IN ALUM. HEAD MULLION I SEE ELEVATION LEASE LINE F., S. MALL „ I -I I/2° F.S� 3/4” HARDWOOD FINISH (ND-1) 3' -4" 11_4" STOREFRONT OVER 1/2" PLYWOOD. �3J JAMB AT ENTRY PORTAL SCALE: 1 I/2" = 1' -0" C2D ■ NEW NEUTRAL PIER SCALE: 1" = I'_O': C4D STOREFRONT BULKHEAD SCALE:1 1/2" = 1'_O" rTh 0) JAMB AT NEUTRAL PIER SCALE: 1 I/2" = I'_O" I I I I w r 3/4" T4G STOREFRONT FINISH (WD -U OVER 1/2" PLYWOOD. \ REVIEWED FOR ANCY A CODE ::00R0:08TPvuL2101 FE Oj�I� BUILDING DIVISION .. ( / "KAWNEER" BLACK ANODIZED ALUMINUM GLAZING FRAME 1 AND BOTTOM. TYP. I I/4" BEAD OF BUTYL SEALANT TOP CAULK SHIMS L . - - -: + - - - .040 BLACK POWDER COATED a BREAK METAL CLADDING W/ I" ;fl ( I 1 I I 1 1 �+ - - RETURN ON TOP OVER 5/8" GYP. BD. ,, ` -3/4" HARDWOOD STOREFRONT � � " FINISH (WD -I) OVER 1/2 PLYWOOD. EXISITNG LANDLORD Sill I f BULKHEAD !S = =j �\ `- BRUCE HARDWOOD FLOORING. 3/4" PLYWOOD SUBFLOOR - ■ I 1 I 1 SEE FL �. -2 HARDWOOD BLOCKING AS REQ. -1 / / / / / / / / / / I CONT. 2" X 2" STEEL I TO 'G' CHANNEL / 12" O.G. PLYWOOD TO --' L STUDS WELDED A AT 1/2" CLEAR TEMPERED STOREFRONT GLAZING. O LEASE LINE 2 1/2 �� / / / / / / / / / / / / / / / / / / / / / • SHIM AS REQ. I 3 -5/8' x 20ga. METAL STUD STOREFRONT FRAMING STUD I6" O.G. (TYP.) I/2" PLYWOOD BEHIND METAL BASE. DO NOT APPLY METAL BASE OVER FINISH WOOD. N .040 X 12" HIGH BLACK — POWDER COATED METAL BASE W/ 180 BREAK AT TOP EDGE 3 -5/8" X 20ga. METAL STUD DIAGONAL BRACING AT 48" O.G. o 3 -5/8' x 20ga. METAL STUD 1 �� 12IGN MIN. FOR STOREFRONT FRAMING AT I b O.G. (TYP.) N TENANTS PRE - FABRICATED - STOREFRONT SIGN. SEE iv DETAIL SHEET Al AND STOREFRONT ELEVATION SHIM AS REQ. CLEAR. PLANK SE END - _ C12 X 20.1 STRUCTURAL STEEL CHANNEL. BLACK W/ CLEAR l GOAT FINISH. - Z? - •/ LIMI/r/.!_+NNe l!.iVl1X.•:•/:t1'�I.Ne.. V'11LW.AA�i,12. .0%.. Yl_f.'lYr1"+14.,,,, A 1 .' 1 } I . I _ 3/4" HARDWOOD STOREFRONT FINISH 5/8" TYPE 'X' 1 GYP. BD. I EQ. I III I 1 I EQ. I I I- - I I I i_ 3 5/8 X 20ga. PLATFORM - FRAMING STUDS AT I6" O.G. p W/ GONT 20ga TOP AND ! BOT. TRACK L, + - - '' � 1..-. ,.° I 1 I I I (WD -I) OVER 1/2" PLYWOOD. 5/8" TYPE 'X' GYP. BD ON 3 X = I/8" BLACK CAULK BEAD AT FLOOR ,� ,� Ii 11 -5/8" `I' 206A. METAL STUDS AT 16" O.G. _ -6 "X 18GA, BOX BEAM, SEE rT� rT� 4" HIGH BIRCH VENEER BASE CONT. 20 A. BOTTOM d. \ SET A E IN OIUOUS BED B K N LINE OF FINISH FLOOR \ - f + - - DETAIL q /A1.I ; � , -Y - -- _ - � : y '1 AllkiLTNECESIISI TRACK w/ 'HILTI' X -U CONT. 2" X 2" STEEL L SHOT PINS INTO SLAB AT TO 'C.' CHANNEL 4 BOLTED TO 24" O.G. (ICC ESR #226q) FLOOR AT 24" O.G. ;• rf I,yD_I /'•' " _. ' !o -LEASE LINE a ;f k ` �7J NOT USED SCALE: I I/2" = 1' -0" C6D STOREFRONT PLATFORM DETAIL SCALE:1 ' = 1' -0" 8 STOREFRONT BASE DETAIL SCALE: 3" = 1' -O" �5J HEAD @ RECESSED SIGN SCALE: 1 I/2" = I' -O" ELECTRICAL J -BOX ATTACHED TO UNISTRUT WITH 3/8" NUTS AND 1111 II r o II ti...110 3 5/8" x 1 1/4" x 18ga. TRACK FASTENED WITH #10 SCREWS AT 12" O.G. STOREFRONT BEAM. REFER TO CHART BELOW. SIMPSON s/H2.5 CLIP EA. SIDE. G.G. TO FILL ALL HOLES # OLES WITH 10 SCREWS. 3 5/8" x 1 I/4" x 18 a. CONTINUOUS METAL TRACK FASTENED WITH #10 SCREWS AT 12" O.G. (2) 3 5/8" x 1 5/8" x Ibga. METAL STUDS TOE TO TOE. _ _ THREADED EYELET INTO METAL DECK 1I ' ' � � BOLTS. � (flI - . � L--J 0 ONTINUOUS I -5/8 UNISTRUT " CHANNEL SCREWED TO DECK. _,,,,_ _ M ® EXISTING METAL DECKS ELECTRICAL BOX 1.1_ I I L_ �_ I � � � �. / i -' I _.1 �� _ BEAM CLAMP PROVIDED CANOPY AT 1 - GABLE /POWER FEED (I) POWER FEED / (2) GABLES PER EA. 12' SECTION OF LUX BEAM r 1 N 1 1 _ (BEYOND) WHERE OCCURS SUSPENSION CHAIN AS ' SUPPLIED BY LIGHT FIXTURE MANUFACTURER CONDUIT FEED (BEYOND) WHERE OCCURS. FACTORY PROVIDED TRIANGLE HOOK LIGHT FIXTURE HOUSING 45 ELEGTRIGAL BOX ATTACHED TO UNISTRUT ■ LBG22 -IOAG FACTORY INSTALLED GABLE SUPPORT AND CONNECTOR MN ( I 2 PER b BAR OR AT _ " CONTINUOUS 5/8 UNISTRUT CHANNEL. ATTACHED TO BOTTOM CHORD OF ROOF BEAM. V.I.F. -I,- \ TRAGKMASTER MONOPOINT CANOPY OVER ELECTRICAL J -BOX. SEE LIGHT FIXTURE SCHEDULE VARIES. SEE RCP. — LUX BEAM PREFABRICATD TRACK LIGHT SYSTEM. BOX BEAM SCHEDULE KEY SPAN JOIST SIZE. 0 BLACK POWER CORD. GUT TO LENGTH AS REQUIRED TO ACHIEVE SPECIFIED LIGHT FIXTURE HEIGHT 51 B2 B3 B4 B5 8' -O" - II' -II" 12' -0" - 15' -II" I6' -O" - Iq' -11" 20' -0" - 21' -11" 22' -0" - 23'-1 I" (2) b "xl 5/8 "x18 GA (2) 8 "xl 5/8 "x18 6A, (2) 10 "xl 5/8 "x16 GA (2) 12 "xl 5/8 "x14 GA (2) 12 "xl 5/8 "x12 6A Al 1 0 CONTINUOUS Igo END 12�" O.G (BOTH S DREES) AT (2) 3 5/8 x 15/8 x Ibga. METAL STUDS TOE -TO -TOE. CONTINUOUS Ibga. END PLATE W/ 1O SCREWS AT 12 :: 0.0 (BOTH SIDES). rS B.O. TRACK 1 1 1 . ^. I . ^, `I �'. �• ,\\ \ `\ �' j �� �\ �� . 'I I I `� ) , .• TRACK LIGHT FIXTURE. SEE REFLECTED CEILING PLAN 14' -O" A.F.F. (1 CONNECT CHAIN HOOKS THRU PROVIDED HOLES NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. O B.O. FIXTURE �`� �/ �/ SUSPENDED H.I.D. LIGHT FIXTURE (SHOWN HALF SCALE) SEE REFLECTED CEILING PLAN a fir , F v VERIFY V ED 1s RECEIVED DEC 20 2011 PERMIT CENTER �.. », dh12 B.O. FIXTURE J 0 SUSPENDED TRACK LIGHT DETAIL SCALE: N.T.S. 11 SUSPENDED HI -BAY LIGHT DETAIL SALENTS. � � (9J STOREFRONT BEAM DETAIL SCALE: N.T.S. 1�11 D ED LIGHT DETAIL(STOCKROOM) SUSPEND LE1 1/2 = 1 O =_ N E C LLA • CD 00 C • )4' G) o dJ w 0 9 w x G 0 V ■..m. Ill .m co co oo I` O C w •- -O CO O : Z O W � O 03 >L NV REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A7 PROJECT NUMBER: PH 11 -095 I • EXISTING ROOF JOISTS. EXISTING METAL PAN DECK VERIFY EXACT CONDITION. EXISTING ROOF JOISTS. VERIFY EXACT CONDITIONS. CONT. 3 -5/8" x 20ga. TOP EXISTING METAL PAN DECK VERIFY EXACT CONDITION. CONT. 3 -5/8" x 20ga. TOP TRACK (DO NOT SCREW TO DECK) --) VERIFY EXACT CONDITIONS. — 3 -5/8" x 20ga. METAL STUD BOX BEAM BETWEEN EXIST. STR. JOISTS 3" X 3" X IBga. CLIP ANGLE 3 -5/8" X 20ga. STRONGBAGK ? (MAX 6' TRACK (DO NOT SCREW TO ` DECK) / A ( :-- EXISTING ROOF JOISTS. VERIFY EXACT CONDITIONS. —� r BETWEEN EXISTING STRUCTURAL MEMBERS (3) *10 EACH SIDE + I + + — A. — — — + + + + + + + W/ (4) *10 SELF TAPPING SCREWS INTO BOX BEAM (4) Iii I I L. �� 3 -5/8 X 20ga. STTRONGBACK (MAX 6 BETWEEN EXISTING STRUCTURAL MEMBERS (3) #10 EACH SIDE HILTI X -U SHOT PINS INTO BEAM WEB \\ \ \� PERP. \ \ (4) #10 TYP. COND. \ \ \ \ PARR.. COND. \ \ \ \ \ \ -5/8" x 20ga. METAL STUD BRACE PER PLANS CONDITION BETWEEN JOISTS + +— ~+ + — — — — — — 1 0 t� JA — — (2) HILTI X -U INTO BOTTOM — — FLANGE ` Cii (2) HILTI X -U INTO BOTTOM FLANGE 3 -5/8 " X 20ga. WALL FRAMING PER SCHEDULE 5" X 3" X IBga. CLIP ANGLE W/ (4) *10 SELF TAPPING SCREWS INTO BOX BEAM 4 (4) HILTI X-L1 HOT PINS INTO EXISTING ROOF JOISTS. VERIFY EXACT CONDITIONS. '6" x 20ga. at 48" O.G. (MAX 6') 3 -5/8" X 20ga. WALL FRAMING PER SCHEDULE i BEAM WEB — (2) HILTI X -U SHOT PINS INTO BOTTOM FLANGE ... \ 3 -5/8" 20ga. METAL STUD (4) #10 TYP. x \ \ BRACE PER PLANS \ ;• \ CONDITION AT JOIST NOTE: SHOWS CONNECTION PARALLEL TO TRUSSES. SEE DETAIL 13 FOR SIM. CONNECTION PERPENDICULAR TO TRUSSES NOTE: SHOWS CONNECTION PERPENDICULAR TO TRUSSES. SEE DETAIL 14 FOR SIM. CONNECTION PARALLEL TO TRUSSES r 15) CURTAIN WALL TO STRUCTURE SCALE: 1 1/2" = 1'_O" r 144 CURTAIN WALL TO STRUCTURE SCALE: I" = I'_0' (- 16� D IAG . BRACING TO STRUCTURE N.T.S. r 13 NOT USED SCALE: 11/2" = I' -0" 5/8" TYPE 'X' GYP. BS BOTH SIDES TIMELY SNAP -ON CASING (2) 3 -5/8" METAL STUDS AT JAMB / FITTING BENCH TO WALL PER PLAN) WOOD ELEVATIONS G.G. TO AT FITTING ?' � \ l%4�/ 3x3 L- BRACKET \ \/ ATTACHED TO IN WALL / REVIEU1lED FOR CODE COMPLIANCE APPROVED FEB 08 2012 City of Tukwila BUILDING DIVISION $ION SEE MILLWORK SCHEDULE MW 047 MW 048 1/,. 3/4" x 2" BIRCH CASING WITH CLEAR GOAT FINISH. ONE SIDE FIXED, ONE SIDE LOOSE 3/4" BIRCH JAMB WITH CLEAR GOAT FINISH 2 X 4 FIRE TREATED WOOD BLOCKING 3/4" BIRCH STOP WITH CLEAR GOAT FINISH` BIRCH VENEER WOOD DOOR. SEE DOOR ROOM AFFIXED (SIZE BASE GUT ROOM \ PER BASE BLOCKING * �� (NP. OF 2) ' , '�4 ,' 6 a > ! �' ,�,,° %' .�,. �"� / r ``� . „,. s ��{ •'f ! 1 �' ` - , LL' �` ,s-�` i "�` �•`� �= " '' %'� „�''`�� f, II I - �_- I... . .; :.•. �� 1 -1/2" LONG DRYWALL IT I 1 1111 I SCREW INTO STUD AT 12" O.G. TIMELY METAL DOOR FRAME SEE DOOR SCHEDULE �_ WOOD OR METAL DOOR. :' t . • • .... • • • . , `• :. • •. ;� �..+� SEE DOOR SCHEDULE SCHEDULE SHEET AI RED BLOCKING / SHIM A5 REQUIRED TIMELY SNAP -ON CASING I,; :: - 3 -5/8” METAL STUD WALL FRAMING. SEE SHEET AI - 5/8" TYPE 'X' GYP. BD LEGS �g ) FITTING ROOM BENCH (ISOMETRIC) uCALE: I = I -O 19) METAL DC)OR JAMB DETAIL (HEAD SIM.) SCALE: 3 - I -0 20, � DOOR JAMB DETAIL`HEAD51M.) W00 D DOO SCALE: 3" = I' -0" 17 NOT USED SCA ; " _ '_ " LE 11/2 I O I / (TYP. INTERIOR PARTITION OR DEMISING WALL SEE FLOOR PLAN BOLTWALL FIXTURE 1 I TYPICAL INTERIOR PARTITION OR DEMISING WALL SEE FLOOR PLAN 3/8" BIRCH PLYWOOD "RAMP" 11 NOTE: ALL DOOR CASINO 11. SENT TO JOB IN INDIVIDUAL * 10' LENGTHS. 6.G. TO GUT TO FIT. /4''I x 4" BIRCH CASING WITH - M 053 W OR MW -054 O ADD PIN NAIL IF NEEDED TO FLUSH BOLT WALL TO RAMP. BOLTWALL FIXTURE SEE MILLWORK SCHEDULE MW 060 SEE MILLWORK SCHEDULE MAX 2 PIN NAILS PER WALL 3/8" BIRCH PLYWOOD "RAMP" SEE MILLWORK SCHEDULE E I� - 3/4" BIRCH JAMB WITH CLEAR GOAT FINISH 2 X 4 FIRE TREATED WOOD BLOCKING 3 -5/8" METAL STUD WALL FRAMING. SEE SHEET AI MW -065 I/8" CONTINUOUS BEAD OF PAINTABLE CAULKING AT TOP OF BASE 4" X 3/4" X q6" (GUT TO LENGTH BIRCH WALL BASE z 1r 3" HARDWOOD FLOORING PLANKS. SEE 1NF -2 m 1 1 MW -007 MW -059 3/4" PLYWOOD ENDS AND CENTER PARTITION SMOOTH TRANSITION 1:' :`. • ;: ' ` .: :.. ' ; .' WALL I -I/2" WOOD TRANSITION. 5/8" TYPE 'X' GYP. BD RECEIVED iv...4o DEC 2 0 2011 PERMIT CENTER r wr 1/8" CONTINUOUS BEAD OF GRAY CAULKING AT FLOOR FINISH FLOOR LINE RI HARDWOOD FLOORING DEMISING SEE DETAIL GO PLAN VIEW ;� '',, , % 8" WOOD FLOORING RUNS UP TO RAMP, NOT UNDER IT. 2 (--- 2 WOOD BASE DETAIL SCALE: 3" = I'_O" 2 3� BOLT RAMP (BASE) DETAIL SCALE: 3" = 1' -0" l 21 J CASED OPENING D ETAI L SCALE: 3" = 1' -0" 24 FLOOR TRANSITION I NTE RS E CTI OGLE: 1 1/2" = I'_O" Q L +06 E C • In N CO c • C �' N o a ca CL tO M i m CI N N csi tO LL Ir ,O n -C M l7 p m t Z N N E too 157 0 G 00 00 — 00 co c w u run ! C . �� z (nu ,m oo m >c0_ N c1 REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A7 PROJECT NUMBER: PH 11 -095 • 0 0 to m OM1 a) N cy VI Co u. Q c OLO E h0 m CL•-C M • ••I Z N N E W v, z O< W cc W V1 DC z 0 u • "i .', • • • • • 157 REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A7 PROJECT NUMBER: PH 11 -095 FLOAT SMOOTH / LEVEL TRANSITION LEASE LINE NEW GROUT JOINT. MATCH EXIST. GROUT JOINT WIDTH. EXISTING MALL TILE FLOORING. V.I.F. '71 W3A-CL CONT. WALL CHANNEL k: F; I: e 24" MIN. I/8 ALUM. TERRAZO STRIP GROUT JOINT AT W2 -CL MOUNTING BRACKET ARM. 1 NSTALLATION NOTES: MOUNTING THE WALL CHANNEL NEW MALL TILE TO MATCH EXISTING MALL TILE NEW NATURAL COLOR CONCRETE TOPPING TRANSITION AT ENTRY. RAMP OUT 24" (SEE PLAN) TRANSITION STRIP. MALL TILE AT ENTRY O 0 I. AS PER THE CURRENT FLOOR PLAN FIND THE LOCATION FOR THE WALL CHANNEL. MARK A LINE 121" (10' -1 ") ABOVE THE FINISH FLOOR. NOTE: IF THE CHANNEL NEEDS TO BE CUT TO A DIFFERENT LENGTH, MAINTAIN THE I' -0" CENTERS OF THE SLOTS. EXISTING STORE SHELF ALIGNMENT: IF ADDING THE NEW SHELVING TO AN EXISTING SYSTEM SET THE UPRIGHT LEVELER 50 THE SHELF SLOTS ARE EVEN. MEASURE FROM THE FLOOR TO THE CENTER OF THE FIRST SLOT ON THE EXISTING UPRIGHT AND THEN ADJUST THE NEW UPRIGHT TO THE SAME LEVEL. TO LOCATE THE CENTER OF THE WALL CHANNEL MEASURE 118.25" FROM THE CENTER OF THE FIRST SLOT. 2. WHEN THE PROPER HEIGHT HAS BEEN ATTAINED THE CONTRACTOR MUST ATTACH THE WALL CHANNEL TO THE THE WALL SECURELY (HARDWARE SUPPLIED BY G.G.) USING EVERY MOUNTING HOLE PROVIDED IN THE CHANNEL. ATTACHING THE MOUNTING BRACKETS ,...... ;: :. :,' . ; .::• :.: ,•: '''; `"... S wag I Apr , , ,, j ,'rgidj , :.. le 4 .. :.. .i• +:. .•. .• t. • i ,: ..'.. .q W3A CL CONT. WALL CHANNEL ...• .'•. .. .'.. �v•h•'. .. .. 1 .... ••. .. . v. +t' :. y.., :.. n: .. .e .r .. .:.: .a :.•• • `� �r.'° EXISTING CONCRETE SLAB *� • v ' 4 EXISTING CONCRETE SLAB ®q� W1-CL) 126" POST WITH LEVELER r ONCE UPRIGHTS ARE IN PLACE SECURE BRACKETS TO RAIL AT EVERY LOCATION (2 HOLES PER W2-CL) WITH SELF TAPPING SCREWS 10' -1' I. LOCATE THE MOUNTING BRACKET ASSEMBLY WHICH IS SUPPLIED WITH (2) SCREWS AND (I) LOCK WASHER. 2. INSERT THE BRACKET INTO THE REQUIRED SLOT IN THE WALL CHANNEL THEN SECURE THE BINDING SCREW THROUGH THE BRACKET AND AGAINST THE CHANNEL (SEE DRAWING) WHEN THE BRACKET 15 IN THE CORRECT POSITION TIGHTEN THE BINDING SCREW. SETTING THE UPRIGHT: 2 6 \ E NTRY TRANSITION SCALE: 6" = I' -O" 2 5 MALL TILE TRANSITION SCALE: 6" = I' -O" O O 1 =�; di C/L OF CHANNEL 4" X 3/4" SADDLE EDGES NEW TOILET FLOORING SEE SHEET MARBLE W/ TAPERED AS SHOWN- _ 2 LINE OF TOILET RM. DOOR IN CLOSED POSITION EXISTING CONCRETE tt SLAB ® HALLWAY. � SEE I -I/2" / y I. INSTALL THE NON -SKID LEVELER AS SHOWN APPROXIMATELY 1 -3/4 FROM THE BOTTOM OF THE UPRIGHT'. 2. RAISE THE UPRIGHT INTO PLACE AND SLIDE THE THE UPPER TUBE OVER THE MOUNTING BRACKET. SECURE THE UPRIGHT TO THE BRACKET USING SCREW $ LOCK WASHER PROVIDED. 3. LEVEL THE UPRIGHT IN ALL DIRECTIONS AND ADJUST THE LEVELER AS NEEDED. WHEN THE UPRIGHT 15 IN THE DESIRED LOCATION TIGHTEN THE SCREW. FINISHING INSTALLATION: W2 -CL MOUNTING BRACKET ARM. ROOM F -3. A. BRUCE HARDWOOD FLOORING (F -2) —3/8" X I -1/2" ARMSTRONG WOOD REDUCER STRIP � k m — ------Av-- ^— MIN. I -1/2" STEEL SCREWS INTO EACH STUD. U5E ALL HOLES ON WALL CHANNEL PROVIDED NON -SKID LEVELER W/ THREADED LEG 2 � I .� I V , '°`� � FLOOR J SPECIFICATION F -I. I j I. REPEAT THE PROCESS FOR THE REMAINING UPRIGHTS. CHECK ALL HEIGHTS AND LEVELS, ADJUST THE ASSEMBLY A5 REQUIRED THEN TURN THE LEVELERS TIGHT TO THE FLOOR. 2. PLACE THE CHANNEL COVER STRIP OVER THE WALL CHANNEL IN BETWEEN UPRIGHTS. , - �- y _ - :'� .. 4 • �1, �� . y " � .. tr 4 4 ® 4. EXISTING CONCRETE SLAB 4 1 ; `; X29 OUTRIGGER ATTACHMENT DETAIL SCALE: N.T.S. ,i8, TOILET ROOM TRANSITION SCALE: 6" = 1' -O" 27 J WOOD FLOORING TRANSITION : „ _ I ,_ „ SCALE 6 O GYP. BD. WALL SURFACE EASE EDGE AT TOP. MITER TOP TRIM PIECE AT OUTSIDE CORNERS. LOW THRESHOLD COMPLIANT) STAINED GONG. PLAN) PROFILE ALUMINUM (ADA REVIEWED CODE AP�PROV FEB City BUILDING FOR COMPLIANCE D 0 8 2012 of Tukwila DIVISION REAR a0 MINUTE FIRE RATED SERVICE DOOR SEE PLANS cV 11 SEE MILLWORK SCHEDULE MW -042 / a'-I" MW -065 BIRCH VENEER PLYWOOD GAP d (SAME MATERIAL AS BASE 2' -2" 2' -31/2" 2' -2" 3' -4" / 2' -2" __ . WAINSCOT RUNS BEHIND TOP = Q / e v N c T m J}° P 'r! s f a + !a,/ i , f `� s 34 H16H HANDICAP ACCESSIBLE TRANSACTION SURFACE 1,T,/' �s $ /f,� l jf ( ( ` / \ ° I� f ,r '! � ; `-, 'is r (� k; r •(t ° ' / ' r'' ' , t.` ; ,.' `i, / f f j \ \ . INSET WIRE GLASS TOP t � , , ''`� ,:r i4 > cV ] BIRCH VENEER CABINET FRONT BLACK PLASTIC LAMINATE BASE D ,` /�� MW-068 BIRCH VENEER PLYWOOD WAINSCOT WAINSGO T RUNS TO FLOOR BEHIND BASE . $ { ,, I R ) th, � _j L J w ° s i 1 ,'j \ ,' ` i / /t I r' 46-01k f 1 � ro / '` / .'.' .r � ` a i 6)1.1 �� , / J �r e • r P" ° d i� / � „ y � ' ` I ; ! �� ,% �� �� �5 , ce' \ .'r � , IIf 't�� ; s $ SEALED FLOOR (SEE \ {{ SWIVEL CASTERS WITH LOCKING MECHANISMS BMW -0651 III I,'i,' BIRCH VENEER PLYWOOD BASE '4- 4 9 V I V I��11��V I V 1— I I &5 I f I I 4 A- FRONT ELEVATION POWER / DATA CENTER AT �- THE WALL"" GRAPHIC F IN STUB -UP/AT DATA B- SECTION - -- ' a • „ EXISTING CONCRETE SLAB BIRCH VENEER FRONT THRU H.G. TRANSACTION CENTER AREA _ X31 3 -POS CASH / WRAP ELEVATION / SECTION „ „ SCAL: 3/4 = I -O 32 1 WAINSCOT DETAIL „ SALE: I = I O 3O) THRESHOLD REAR DOOR SCALE: N.T.S. 8�� 8.: 8.. 5” MIN. f / / / / / / • \ • O . , 4; s r 1 , r r m O / EQ. / 4' -O" +/- EQ. REMOVABLE ACCESS PANEL / LIGHT COLOR LETTERS ON A DARK BACKGROUND '� / -2" X 2" I TUBE STEEL SIGN FRAME W/ SEMI -GLOSS CLEAR FINISH BOLTED TO STOREFRONT WITH BLACK OXIDE HEX HEAD BOLTS WOMEN ,:•:•,:, , MEN RESTROOM ,.'.;,_E.:_,: :. ` BRAILLE SIGNAGE TYPES +fD w .r� �F � ' ' � � � � r '... •..: \, J EXIT I, Z SYMBOLS SPELLING OUT EXIT' i © "R" MARK ROUTED WITH BLACK VINYL r WOMEN MEN cv �_ OVERLAY 18ga. HOT ROLLED STEEL SIGN FACE WITH SEMI -GLOSS CLEAR COAT FINISH. VANS LOGO PIERCE CUT FROM IBga. HOT ROLLED STEEL OVER CLEAR ACRYLIC INTERNALLY ILLUMINATED PUSH -THRU SIGN LETTERS W/ PLEXI S) 'g DOOR SIGNAGE TYPES DOOR- MOUNTED GENDER SPECIFIC SIGNAGE (OR UNISEX IF APPLICABLE) I APPROPRIATE BRAILLE SIGNAGE PER DIAGRAMS ABOVE - - BACKING NOTE: ON DOORWAYS LEADING TO SANITARY -- -- -- _ O - w ■ © ° ' L J ,E„ FACILITIES AN 12" EQUILATERAL TRIANGLE FOR MEN, A 12" DIAMETER CIRCLE FOR WOMEN, OR A 12 "; DIAMETER FOR UNISEX, 1/4" THICK CENTERED ON DOOR AT 60" A.F.F. GONTRASTIN6 COLOR WITH DOOR. ON THE WALL ADJACENT TO THE STRIKE SIDE A 6" X 8" GRADE 2 BRAILLE 516N SHALL BE MOUNTED AT 60 A.F•F. WITHIN 18 OF THE VERTICAL JAMB I I I o o © SIGN NOTE: THE SIGN MANUFACTURER SHALL PROPOSED SIGN AND WSUBMIT OTOTHE THE LANDLORD FOR APPROVAL UNDER SEPARATE COVER RECEIVED DEC 20 2011 PERMIT CENTER 3 4 TACTILE EXIT SIGN SCALE: N.T.S. 33 J STOREFRONT SIGN DETAIL SCALE: I" = I' -O" 35 TYPICAL RESTROOM E ST RO O M DOOR S I G N AG SGALE: N.T.S. 0 0 to m OM1 a) N cy VI Co u. Q c OLO E h0 m CL•-C M • ••I Z N N E W v, z O< W cc W V1 DC z 0 u • "i .', • • • • • 157 REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: EA FILE NAME: PH 11- 095 -A7 PROJECT NUMBER: PH 11 -095 SINGLE DUCTWORKSYMBOLS DOUBLE ABBR. DESCRIPTION Pd • RECTANGULAR DUCT • ROUND DUCT • CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH • • 90 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES FLEXIBLE DUCT CONNECTION r BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) NEW TO EXISTING CONNECTION • SPIN -IN FLEX DUCT TAKE -OFF W /DAMPER • z SA SUPPLY AIR • z EXH EXHAUST AIR • z RA RETURN AIR • REL RELIEF AIR • OSA OUTSIDE AIR • TOX T THERMOSTAT X: UNIT OR ZONE NUMBER KEYED MECHANICAL NOTES ® 1. 18x8, 16x6 NECK SR -1. BALANCE TO CFM NOTED. 2. 12x12, 6 "0 NECK CD -1. BALANCE TO CFM NOTED. 3. DUCT SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. 4. PROVIDE FLEXIBLE CONNECTION. 5. 3/4" PRIMARY CONDENSATE DRAIN LINE DOWN IN WALL AND OUT TO DISCHARGE INTO MOP SINK. PIPE SHALL TURN IN A DOWNWARD POSITION AND TERMINATE 2" ABOVE MOP SINK RIM. PROVIDE WITH LABEL. 6. 3/4" SECONDARY CONDENSATE DRAIN LINE DOWN IN WALL AND OUT TO DISCHARGE INTO MOP SINK. PIPE SHALL TURN IN A DOWNWARD POSITION AND TERMINATE 2" ABOVE MOP SINK RIM. PROVIDE WITH LABEL. 7. 18x18 OUTSIDE AIR DUCT TO CONNECT TO EXISTING 18x18 (MIN.) OUTSIDE AIR DUCT SERVING REMOVED AIR HANDLING UNIT. FIELD VERIFY EXACT POINT OF CONNECTION. 8. 26x20 RETURN AIR DUCT OPEN TO SPACE. PROVIDE WITH INTAKE SCREEN. 9. MANUAL BALANCING DAMPER SET TO CFM NOTED. PROVIDE WITH QUADRANT TYPE HANDLE. 10. 16 GAUGE GALVANIZED SECONDARY DRAIN PAN. PROVIDE WITH 3/4" OUTLET. 11. EXISTING EXHAUST FAN TO BE REUSED. REBALANCE EXHAUST AIR TO 75 CFM 0.125" E.S.P. FIELD VERIFY. 12. THERMOSTAT. MOUNT AT 48" A.F.F. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. PROVIDE WITH CLEAR PLASTIC LOCKING COVER. GENERAL NOTES NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED /HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. LANDLORD NOTES ALL EQUIPMENT, DUCTWORK, CONTROLS ETC. NOT BEING REUSED SHALL BE REMOVED. DO NOT JUST ABANDON. ALL ROOF WORK SHALL BE PERFORMED BY THE LANDLORD'S DESIGNATED ROOFER. ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. O MECHANICAL PLAN SCALE: 1/4" = I' -O" _-.::9] 100 <AHU> (NEW) [1 2250 0 24 "0 250 11r-22"� 1 250 6 "0 1■1 0 250 0 250 18 "0 1 1 (NEW) Iz J • • U I� O MECHANICAL PLAN (Cont.) SCALE: 1/4" = 1' -0" Nil i%P�lo� RECEIVED DEC 20 2011 PERMIT CENTER NP MECHANICAL, INC. CONSULTING ENGINEERS 1717 W. NORTHERN AVE. - SUITE 1 PHOENIX, ARIZONA 85021 00kik (602) 249 -6311 PROJECT NO PLOT DATE 11253 12 -8 -11 <t. W 0 +6- 1 1- E z 0 qJ •••••••• W N fl57 00 00 — 00 + t C 0 z o 0 a) >N SEAL: EXPIRES 06/12/12 DATE: 12 -13 -11 DRAWN BY: MPE FILE NAME: PH 11 -095 -M 1 ROJECT PppROV A. uJ GALVANIZED STEEL STRAP FASTENED TO STRUCTURE LOAD RATED FASTENER WITH WASHER SPIRAL DUCT DUCT BAND OF SAME SIZE AS HANGER STRAP SPIRAL DUCT INSTALLATION DETAIL SUPPLY DUCT BALANCING DAMPER SPIRAL BRANCH DUCT. SUPPORT WITH GALVANIZED STEEL STRAPS BEADED SLEEVE JOINT (TYPICAL) 90' 1.5 SPIRAL ELBOW BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. SQUARE TO ROUND ADAPTOR (IF REQUIRED) LAY -IN CEILING SUPPLY AIR DIFFUSER WITH LAY -IN FRAME (SURFACE MOUNT SIMILAR) SPIRAL DUCT INSTALLATION DETAIL CONDENSATE DRAIN LINE TO NEAREST ROOF DRAIN BY TENANT WITH APPROVED BLOKING.V.I.F. FLASHING TO ROOF TOP UNIT. PREFABRICATED INSULATED CURB BY TENANT. TOP OF CURB TO BE LEVEL NOTE: ROOF CURB AND STRUCTURAL ANALISYS MUST BE APPROVED BY LANDLORD. ADDITIONAL STRUCTURAL SUPPORT BY TENANT AT TENANTS EXPENSE. NOTE: ANY ROOF WORK TO BE DONE BY LANDLORD ROOFING CONTRACTOR AT TENANT EXPENSE. ROOF CURB BLOCKING AS REQUIRED z 1 O PO 10 410 LANDLORD STRUCTURE ROOF STRUCTURE NTS ROOF TOP UNIT FLASHING DETAIL INTERLOCK WITH DUCT SMOKE DETECTORS AND MALL FIRE CONTROL SYSTEM. TO PACKAGED ROOFTOP UNIT OR SPLIT SYSTEM. 7 11 1 1 IIIII 1-6 b b 6 6 61 LOW VOLTAGE CONTROL WIRING. THERMOSTAT NTS TENANT NC UNIT SHUT OFF ROOFTOP PACKAGED HEAT PUMP UNIT MARK MANUFACTURER MODEL INDOOR BLOWER GROSS COOLING CAP CFM "ESP HP SEN TOT ENT AIR MBH MBH DBF WBF H EAT (MBH) O.S.A CFM WEIGHT (LB) HP -1 CARRIER 50TCQD12 4000 0.6 88.1 118.2 80 67 88.5 985 1303 NOTES: 1. SIZE ALL UNITS ON SUMMER AMBIENT TEMPERATURE: 91 F. WINTER: 37 F. 2. VERIFY VOLTAGE /PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 3. COOLING CAPACITY, MINIMUM HEAT CAPACITY AND CFM ARE MINIMUM OUTPUT REQUIRED. ALL UNITS SHALL HAVE NO LESS THAN 98% OF THESE CAPACITIES. COOLING CAPACITY IS GROSS COIL CAPACITY REQUIRED (FAN HEAT NOT DEDUCTED). 4. PROVIDE 14" ROOF MOUNTING CURB, FILTERS AND FILTER RACK SIZED AT 500 FPM VELOCITY. 5. PROVIDE WITH 100% ECONOMIZER WITH BAROMETRIC RELEIF AND PROGRAMMABLE THERMOSTAT. 5. PROVIDE WITH POWERED CONVENIENCE OUTLET. GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE FRAME FRONT BLADES DAMPER CD -1 CEILING DIFFUSER TITUS TMS STEEL 12x12 FLANGE 4 -WAY YES SR -1 SUPPLY REGISTER TITUS S300FS STEEL 18x6 FLANGE SHORT YES SR -2 SUPPLY REGISTER TITUS S300FS STEEL 24x6 FLANGE SHORT YES SMOKE EXHAUST SER -1 REGISTER TITUS 23R STEEL 24x24 FLANGE YES SER -2 SMOKE EXHAUST REGISTER TITUS 23R STEEL 12x12 FLANGE YES NOTES: 1. FIELD PAINT ALL DIFFUSERS AND GRILLES. COLOR BY ARCHITECT. 2. PROVIDE CD -1 WITH "TITUS" TRM, RAPID MOUNT FRAME. 8 EXHAUST FAN SCHEDULE MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. ( "W.C.) MOTOR HP V /PH BAROMETRIC DAMPER EF -1 TOILET ROOM GREENHECK SP- B110FL 100 0.25" 80 W. 120/1 BACKDRAFT DAMPER EF -2 TOILET ROOM GREENHECK SP- B110FL 100 0.25" 80 W. 120/1 BACKDRAFT DAMPER DRIVE DIRECT DIRECT NOTE: 1. VERIFY VOLTAGE/ PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 8 HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS WITH L.L.. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 9. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS ABOVE CEILING. 10. ALL ROOF PENETRATIONS MADE BY THE TENANT'S GENERAL CONTRACTOR MUST CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY INSTALLATION BY TENANT MUST BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR, AND TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS. 11. TENANT'S GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. 8 SMOKE EXHAUST AIR CHANGE SCHEDULE ROOM NAME SIZE (FT.) (AREA x H) VOLUME (FT3) REQ' D EXHAUST C.F.M. 1) DESIGN(3) SALES 2663 x 19 50597 5060 FITTING 175 x 10 1750 175 STOCK 792 x 19 15048 1505 HALLWAY ® GYP CLG: 450 x 10 C� OPEN CLG: 61 x 19 450 + 1159= 1609 161 MEN'S TOILET 52 x 8 416 42 WOMEN'S TOILET 52 x 8 416 42 TOTALS 6985 5060 175 1505 165 45 45 6995 (1) BASED ON 6 AIR CHANGES PER HOUR. (2) NOT REQUIRED BY CODE FOR TOILET ROOMS OR ROOMS LESS THAN 50 FT. (3) BASED ON ALLOCATED AIR FLOW. MECHANICAL GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLI- CABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRO- DUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT - TER DAMPERS, AIR EQUALIZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. SHEETMETAL DUCTWORK: PROVIDE SHEETMETAL DUCTWORK FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, FOR 1" W.C. PRESSURE CLASS, SEAL CLASS "A" SHEETMETAL SHALL BE GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY, WITH G90 ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEETMETAL. ZINC COATED (GALVANIZED) OR ZINC -IRON ALLOY- COATED (GALVANIZED) BY THE HOT DIP PROCESS, AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR SHEET, METALLIC - COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL AIR TIGHT. PROVIDE TURNING VANES AL ALL 90' ELBOWS. 7. ROUND SHEETMETAL DUCT: PROVIDE SPIRAL SEAM (ALL SIZES) OR SNAP LOCK (DUCT SIZES UP TO 10 ") GALVANIZED STEEL COMPLYING WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE SMACNA SEAM RL -1. 8. EXPOSED DUCTWORK: EXPOSED DUCTWORK SHALL BE CLEANED OF DEBRIS AND OIL, THEN WIPED DOWN WITH VINEGAR OR OTHER SURFACE PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. 9. DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE. FIRST ITEM SEALING SYSTEM OF JOINTS IN LOW, MEDIUM AND HIGH PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH SOLID CONTENT. PROVIDE A TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A MODIFIED ACRYLIC/ SILICONE ACTIVATOR THAT REACTS EXOTHERMIC ALLY WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN ASBESTOS. 10. DUCT LINER (ALL RECTANGULAR RETURN DUCT AND SUPPLY PLENUM): PROVIDE MINIMUM 1" THICK, 3 PCF DENSITY, NEOPRENE COATED, LONG TEXTILE FIBER TYPE DUCT LINER, WITH COATING ON THE AIR STREAM SIDE CONFORMING TO NFPA 90A, DUCT LINER ADHESIVE SHALL BE AS RECOMMENDED BY DUCT LINER MANUFACTURER, AND SHALL COMPLY WITH ASTM C -916. DUCT LINER FASTENERS SHALL COMPLY WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ", LATEST EDITION. THERMAL CONDUCTIVITY SHALL BE EQUAL TO OR LESS THAN 0.26 AT 75 %. 11. ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARING, WITH LOCKING POSITION REGULATOR. REGULATOR SHALL BE POSITIONED WITH SHEETMETAL BRACKET BEYOND DUCT COVERING. WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. 12. RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES, MINIMUM 1/2" HEXAGON AXLE, BOLDED SYNTHETIC BEARINGS, WITH 3/8" SQUARE PLATED STEEL CONTROL SHAFT. LINKAGES SHALL BE CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER, MAXIMUM BLADE WITH SHALL NOT EXCEED 6 ". 13. DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. 14. FLEXIBLE DUCT CONNECTOR TO EQUIPMENT: PROVIDE UL LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS AT THE DUCT CONNECTIONS TO ALL VIBRATING EQUIPMENT. 15. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTER- NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 90A LISTED, SHALL BE EQUIPPED WITH DAMPER - EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. 16. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS- SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. 17. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 18. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRI- TING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 19. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR LINES 1" AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1-1/4" AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR LINES 1 -1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 20. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 OR GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2006. 21. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF THE LANDLORD'S APPROVED CERTIFIED AIR /WATER BALANCING CONTRACTOR: WIINAIRE, INC. (714)827 -9880 SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT /OWNER, ONE COPY TO THE LANDLORD FOR APPROVAL AND ONE COPY TO THE ON -SITE CONTRACTOR WITHIN 15 DAYS AFTER STORE OPENING. TEST AND ADJUST ALL MECHANICAL SYSTEMS AND EQUIPMENT TO ASSURE PROPER BALANCE AND OPERATION. PERFORM TESTS IN ACCORDANCE WITH THE MOST CURRENT NEBB OR AABC AND ASHRAE STANDARDS. ELIMINATE OBJECTIONABLE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OR CONTROLS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR, WITH NEBB OR AABC CERTIFICATION. SUBMIT COMPLETED AND CERTIFIED TEST AND BALANCE REPORT TO OWNER'S REPRESENTATIVE. BALANCE ALL SYSTEMS TO WITHIN 5% OF AIR FLOWS INDICATED ON THE DRAWINGS, AND REPORT ALL DISCREPANCIES TO HVAC INSTALLER FOR CORRECTION. MARK FINAL BALANCE POSITIONING ON DAMPERS WITH PERMANENT MARKER. 22. PROVIDE DUCT SMOKE DETECTORS IN SA DUCTS, TO OVER RIDE UNIT AND PROVIDE SHUTDOWN UPON DETECTION OF SMOKE. Dig -4o DEC 20 2011 PERMIT CENTER 122) (1) • 0 L.9 1- O E f� a, V7 c/7 0 V7 zo0 u GCJGO • LL s -E ca o tb- 0 0- .,C 0 0 �1m 01 N cn to CC V) UK 0 - O ▪ I 0 Dm AZ N N E." tO 157 co 00 - 00 C � C V W O C o VI tn 0 w co 0 N 00 Vim) S �kIT A 4o APP REQUIRED DATE: 12 -13 -11 DRAWN BY: MPE FILE NAME: PH 11- 095 -M2 PROJECT NUMBER: 095 KEYED POWER PLAN NOTES O1 J -BOX FOR STOREFRONT SIGN, VIA 7 DAY, 24 -HR TIME CLOCK. VERIFY EXACT LOCATION WITH SIGN INSTALLER. PROVIDE DISCONNECTING MEANS FOR SIGN AS REQUIRED BY THE N.E.C. O2 DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +18" A.F.F. (U.N.O.) O3 DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT AT SHOW WINDOW PER N.E.C. REQUIREMENTS. O4 DEDICATED DUPLEX OUTLET WITH ISOLATED /DEDICATED GROUND MOUNTED IN CASH WRAP FOR COMPUTER / POS SYSTEM. O5 FOUR -PLEX OUTLET MOUNTED IN CASH WRAP FOR DIRTY POWER (GENERAL USE) O6 TEL / DATA BOX MOUNTED IN CASH WRAP WITH 3/4" CONDUIT BACK TO T.T.B. PROVIDE PULL STRING FOR TENANT'S PHONE / DATA INSTALLER'S USE. DUPLEX RECEPTACLE AT 24" A.F.F. BEHIND BACK WRAP FOR DVD PLAYER. SEE TV /DVD OUTLET DETAIL THIS SHEET. O8 3/4" CONDUIT BETWEEN (2) OUTLET BOXES (ONE AT 24" A.F.F AND ONE AT 78" A.F.F.) FOR T.V. AUDIO / VIDEO CABLES. SEE T.V. /DVD OUTLET DETAIL THIS SHEET. O9 RECESSED SINGLE "CLOCK" OUTLET AT 78" A.F.F. FOR FLAT SCREEN T.V. (ON SAME CIRCUIT AS DVD PLAYER). SEE T.V. /DVD OUTLET DETAIL THIS SHEET. 10 RUN CONDUITS UNDER SLAB FOR CASH WRAP POWER, PHONE AND DATA. 11 J -BOX FOR ANTI THEFT SYSTEM ABOVE SOFFIT. PROVIDE IN ACCESSIBLE LOCATION NEAR ACCESS PANEL. VERIFY DETAILS WITH THE SYSTEM MANUFACTURER. 12 FLUSH J -BOX FOR TRAFFIC COUNTER DEVICE. CENTER OVER OPENING ON THE STORE SIDE OF THE ROLL -UP GRILLE (OR DOORS) RUN 3/4" CONDUIT BACK TO T.T.B. WITH PULL STRING FOR THE SYSTEM INSTALLER'S USE. 13 J -BOX FOR BUZZER / CHIME TRANSFORMER MOUNTED TO WALL IN STOCKROOM (LOCATION PER PLAN). SEE SCHEMATIC THIS SHEET. 14 TRANSFORMER FOR BUZZER / CHIME TRANSFORMER MOUNTED TO WALL IN STOCKROOM (LOC. PER PLAN). SEE SCHEMATIC THIS SHEET. 15 BUZZER MOUNTED TO WALL IN STOCKROOM (LOCATION PER PLAN). SEE SCHEMATIC THIS SHEET. 16 CHIME MOUNTED TO WALL AT 12' -6" A.F.F. OR 6" ABOVE PAINT LINE. (LOCATION PER PLAN) RUN BELL WIRE IN 1/2" CONDIUT TO TRANSFORMER LOCATION. SEE SCHEMATIC THIS SHEET. 17 BUZZER BUTTON AT 42" A.F.F. ON STRIKE SIDE OF SERVICE DOOR ON MALL SIDE. RUN BELL WIRE IN 1/2" CONDUIT TO TRANSFORMER LOCATION. SEE SCHEMATIC THIS SHEET. 18 THE G.0 SHALL INTERCEPT THE TELEPHONE AND DATA CONDUITS WHERE THEY ENTER THE SPACE (V.I.F.) AND EXTEND TO THE T.T.B. LOCATION. WHEN THE T.T.B. IS ON LESS THAN A FULL HT. WALL RUN THE CONDUITS(S) HORZONTALLY IN THE WALL TO THE NEAREST FULL HT. WALL AND STUB OUT AT THE T.T.B. LOCATION. 19 SURFACE MOUNTED & FIRE TREATED 48" X 48" (OR CUT TO FIT SPACE) UN- PAINTED 3/4" PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.) MOUNT BOTTOM AT 6' A.F.F. OR AS OTHERWISE NOTED. PROVIDE MINIMUM NO. 6 CU. GRD. PER N.E.C. REQUIREMENTS. 20 4 -PLEX OUTLET MOUNTED ON OR NEAR T.T.B. FOR TELEPHONE / STEREO SYSTEM / SECURITY SYSTEM POWER 21 FLUSH TEL / DATA BOX MOUNTED AT 18" A.F.F. BEHIND MANAGERS DESK WITH 3/4" CONDUIT BACK TO T.T.B. PROVIDE PULL STRING FOR TENANT'S PHONE / DATA INSTALLER'S USE. 22 4 -PLEX OUTLET AT +18" A.F.F. FOR MANAGER'S DESK USE (2) PROVIDE EACH ON A SEPARATE CIRCUIT 23 DEDICATED DUPLEX OUTLET AT 96" A.F.F. FOR LIGHTED GRAPHIC PANEL. 24 EXIST. DUPLEX G.F.I. OUTLET MOUNTED AT 42" A.F.F. ADJACENT TO TOILET ROOM SINK. RE- CIRCUIT AS SHOWN. (PROVIDE IF NOT EXISTING) 25 EXIST. J -BOX FOR WATER HEATER. PROVIDE NEW IF NOT EXISTING. RE- CIRCUIT AS SHOWN. VERIFY EXACT LOCATION WITH PLUMBING TRADE PRIOR TO ROUGH -IN. 26 EXISTING PANEL 'L'. SEE ONE -LINE DIAGRAM ON SHEET E3. 27 PROVIDE NEW 24/7 TIMECLOCK FOR STOREFRONT LIGHTS AND SIGNAGE, CAT. NO. INTERMATIC #T7401B, 4PST, 120V OR APPROVED EQUAL IF NOT EXISTING. SEE AUTOMATIC LIGHTING CONTROL DIAGRAM ON SHEET E2. 28 NEW SUB -PANEL 'CLS'. SEE ONE -LINE DIAGRAM ON SHEET E3 AND SCHEDULE ON SHEET E2. 29 EXISTING PLYWOOD BACKER BOARD AT ELECTRICAL PANELS TO REMAIN 30 LINE OF TENANT'S MUSIC SYSTEM / COMPUTER RACK ABOVE (BY OTHERS) MOUNTED TO T.T.B. 31 60A, 208V, 3P WP, DISCONNECT SWITCH FOR COMPLETE CONNECTION OF CONDENSING UNIT (CU -1), 28.1FLA, 208V, 3 -PH. PROVIDE FRN FUSES SIZED PER MANUFACTURER'S SPECIFICATIONS. VERIFY EXACT LOCATION AND COMPLETE REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR TO ROUGH -IN. 32 60A, 208V, 3P DISCONNECT SWITCH FOR COMPLETE CONNECTION OF AIR HANDLING UNIT (AHU -1), 1.5HP, 208V, 3 -PH WITH 10KW HEAT. PROVIDE FRN FUSES SIZED PER MANUFACTURER'S SPECIFICATIONS. VERIFY EXACT LOCATION AND COMPLETE REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR TO ROUGH -IN. 33 PROVIDE J -BOX AND COMPLETE CONNCTION TO DUCT SMOKE DETECTOR. INTERLOCK WITH HVAC UNIT TO PROVIDE SYSTEM SHUTDOWN IF SMOKE IS DETECTED. PROVIDE LOW VOLTAGE TRANSFORMER SIZED AS REQUIRED. VERIFY EXACT LOCATION AND COMPLETE REQUIREMENTS WITH MECHANICAL DRAWINGS. TIE -IN OR PROVIDE CONNECTION TO MALL FIRE ALARM SYSTEM AS REQUIRED. 34 WP, GFI DUPLEX RECEPTACLE WITH "WHILE -IN -USE" COVER FOR HVAC UNIT SERVICING. LOCATE WITHIN 25 FEET OF UNIT. • GENERAL POWER PLAN NOTES 1. SEE SHEET E3 FOR GENERAL ELECTRICAL SPECIFICATIONS AND GENERAL ELECTRICAL NOTES. 2. ALL RECEPTACLES, SWITCHES AND COVER PLATES IN THE SALES AREA ARE TO BE WHITE 3. ALL COVER PLATES IN THE STOCK ROOM, CORRIDOR / HALLWAY AND TOILET ROOM ARE TO BE STAINLESS STEEL 4. ALL CONDUITS SHALL BE CONCEALED IN WALLS, OUTLET AND SWITCH BOXES SHALL BE FLUS WITH FINISHED DRYWALL SURFACE UNLESS OTHERWISE NOTED. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED ELECTRICAL PANEL DIRECTORY AFFIXED TO THE INSIDE OF THE DOOR PANEL. 6. ALLOWANCES ARE TO BE INCLUDED FOR UNFORSEEN CONDITIONS THAT MAY AFFECT THE CONTRACTORS SCOPE OF WORK. MINOR DEVIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF THE DESIGN ARE TO BE INCLUDED IN THE ALLOWANCE. 7. ANY EMPTY CONDUITS INSTALLED SHALL BE PROVIDED WITH A PULL STRING. 8. ALL LOW VOLTAGE CABLING FOR DATA, PHONE, AUDIO, VIDEO, ETC IS TO BE FURNISHED AND INSTALLED BY OTHERS AND SHALL BE PLENUM RATED WHEN REQUIRED. ALL SUCH WIRING SHALL BE HELD AS HIGH AS POSSIBLE TO THE DECK, GROUPED TOGETHER AS MUCH AS POSSIBLE, PULLED TIGHT SECURED WITH CABLE TIES AND RUN PARALLEL AND / OR PERPENDICULAR TO THE DEMISING WALLS. NO DIAGIONAL, SAGGING OR RANDOM WIRE RUNS WILL BE APPROVED. 9. THE CONTRACTOR SHALL COORDINATE ALL WORK ABOVE THE CEILING LINE TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FROM THE FLOOR BELOW. 10. DOOR CHIME SYSTEM SHALL INCLUDE ALL WIRING, PUSHBUTTON AND 120/24V TRANSFORMER. VERIFY TONE REQUIRED WITH OWNER PRIOR TO INSTALLATION OF SYSTEM. TRANSFORMER IS TO LOCATED IN ACCESSIBLE CEILING SPACE. INSTALL PLENUM RATED CABLE FOR ALL PORTIONS OF LOW VOLTAGE WIRING. SIZE OF CONDUCTORS TO BE AS RECOMMENDED BY SYSTEM MANUFACTURER. T.V./ DVD OUTLET +96" 0 BUZZER SYSTEM STOCK ROOM SALES AREA L -1 VIA TIMECLOCK c 0 O • SERVICE DOOR • ALL WIRING TO BE RUN IN 1/2" E.M.T. +42" 1 wl z J 0 0 ELECTRICAL POWER PLAN SCALE: 1/4" = 1' -0" n 29 oo 28 +e ADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. 0 ELECTRICAL POWER PLAN (Cont.) bU-4o1 SCALE: 1/4" = 1' -0" RECEIVED DEC 20 2011 PERMITCENTER NP INC. 4115 N. 15TH AVE PHOENIX. AZ 85015 (602) 265 -1559 PROJECT NO. 1 1 -231 a) CL 1- w. 0 E Qz 0 W W 0 0 I_ Z J J J J W W LU W x =N E CIn u • a, oo 2 c Ca. .a) s d. • II • II • II • II c, 157 co 00 t to 1-' C sa) JO -C C C W. O Lin L �Q Z WV) a cu n3 0 co >t,N to SEAL: ��•t+D -u SEPA PERMIT A'P Q��R RE DATE: 12 -13 -11 DRAWN BY: NPE FILE NAME: PH 11 -095 -E 1 PROJECT NUM -095 x OGENERAL LIGHTING PLAN NOTES 1. WIRING FOR EMERGENCY / EXIT & NIGHT LIGHTS SHALL BE AHEAD OF ANY OTHER CONTROLS 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING HARDWARE TO ACCOMMODATE LIGHT FIXTURES USED. 3. ALL LIGHT FIXTURES & LAMPS ARE TO BE SUPPLIED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL SUPPLY ALL UNISTRUT, THREADED ROD AND ATTACHMENT MECHANISMS FOR ANY SUSPENDED LIGHTING FIXTURES AS REQUIRED SUCH AS HI —BAY LIGHTS, TRACK LIGHTS, ETC. 5. ANY LIGHT FIXTURE WITH THE SYMBOL "NL" SHALL BE PROVIDED WITH CONTINIOUS 24 HR. OPERATION AND BE AHEAD OF ANY SWITCHING. 6. THE ELECTRICAL CONTRACTOR SHALL ADJUST (AIM) TRACK HEADS DURING FINAL OWNER WALK —THRU AS DIRECTED BY THE OWNER'S REPRESENTITIVE OR PROJECT MANAGER. O KEYED LIGHTING PLAN NOTES O OCCUPANCY SENSOR SWITCHES: RAB #LOS1000 "SMART SWITCH" WHITE 120V. FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. O ILLUMINATED EXIT SIGN WITH SELF— CONTAINED BATTERY BACK —UP MINIMUM, 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER. (UNSWITCHED) 0 EMERGENCY LIGHT WITH SELF — CONTAINED BATTERY BACK —UP, MINIMUM 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER. (UNSWITCHED) O NIGHT LIGHT (NL). UNSWITCHED (TYPICAL) O NIGHT LIGHT (NL) /EMERGENCY LIGHT (EM). PROVIDE FIXTURE WITH EMERGENCY BATTERY BACK —UP, MINIMUM 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER. (UNSWITCHED) SADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. O LIGHTING CONTROL SCHEMATIC L 120 VOLT CONTROL CIRCUIT "L -23" N • • I TC LOAD 1 • • I LOAD 2 2 • 0 0 C3 o b C1 0 7 2 "L" -5,7,9 o b C2 STOREFRONT /SIGNAGE• SHOW WINDOW "L "- 1,3,18,20 SALES TRACK. LIGHTS SALES & BACKROOM. LIGHTS "L "- 11,13,15,17 S LIGHTING CONTROL KEYED NOTES 10 LIGHTING CONTACTOR SWITCH 20A, 120V, SINGLE POLE SINGLE THROW. 0 RE —USE EXISTING LIGHTING CONTACTORS IF FEASIBLE. OTHERWISE, PROVIDE NEW LIGHTING CONTACTOR, ELECTRICALLY HELD, 120V COIL IN NEMA 1 ENCLOSURE IF NOT FOUND EXISTING. SIZE NUMBER OF POLES AS REQUIRED. USE SQUARE D "TYPE L" PRODUCTS WITH CAT. NOS. LISTED BELOW: "LG40" (4 POLES), "LG60" (6 POLES), "LG80" (8 POLES), "LG1000" (10 POLES), "LG1200" (12 POLES), 30 BYPASS TIMER SWITCH. ADJUSTABLE 0 -120 MINUTES MAXIMUM. LOCATE NEAR CONTACTOR SWITCHES. 40 PROVIDE NEW TIMECLOCK INTERMATIC CAT. #T7401 B, 4PST, 120V OR APPROVED EQUAL IF NOT EXISTING. NOTES: PRIOR TO MAKING ANY CONDUIT, PIPE OR DUCT -ROOF PENETRATION AND /OR POSITIONING ANY EQUIPMENT ON THE ROOF, ALL THE PROPOSED LOCATIONS AND /OR PENETRATIONS SHALL MATCH LOCATIONS, AS INDICATED ON THE LANDLORD APPROVED PLANS AND BE APPROVED BY LANLORD'S ON —SITE REPRESENTATIVE. ALL TENANT EQUIPMENT ON THE ROOF SHALL BE LABELED WITH TENANT NAME AND SUITE NUMBER. ALL TENANT EQUIPMENT MUST BE LOCATED IN THE LANDLORD APPROVED LOCATION. ALL ROOF PENATRATIONS SHALL BE MADE AT THE TENANT'S EXPENSE BY LANDLORD APPROVED ROOFING CONTRACTOR PER THE LANDLORD SPECIFICATIONS. ALL WATERPROOFING SHALL BE DONE AT THE TENANT'S EXPENSE BY A LANDLORD APPEOVED WATERPROOFING CONSULTANT PER THE LANDLORD SPECIFICATIONS. ON COMPLETEION OF INSTALLATION, TENANT SHALL OBTAIN AT THE TENANT'S EXPENSE, A SPECIAL INSPECTION SIGN —OFF FROM THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AND SHALL DELIVER PROOF OF SIGN —OFF TO THE LANDLORD TENANT COORDINATOR REPRESENTATIVE ON SITE. (B) NOTE: THE ELECTRICAL CONTRACTOR SHALL ADJUST (AIM) TRACK HEADS DURING FINAL OWNER WALK —THRU AS DIRECTED BY THE OWNER'S REPRESENTITIVE OR PROJECT MANAGER. LB1 2 'I...._..., re F ....._...� 0 ELECTRICAL LIGHTING PLAN SCALE: 1 /4" = 1' -0" NOTE: ALL SALES LIGHTING SHALL BE CONTROLLED THRU TWO LIGHTING CONTACTORS (C1 & C2) THE TEN. G.C. SHALL PROVIDE, INSTALL & WIRE THESE CONTACTORS. z w J 0 1 L -19 H8 EM) NL) r TRACK CURRENT LIMITER SUB -PANEL "CLS6M" Breaker # Line Circuit Limit Rating (Amps.) 1 L -5 4 2 L -7 4 3 L -9 3 4 SPARE - 5 SPARE - 6 SPARE - JUNO CURRENT LIMITING SUB —PANEL "CLS6M" 11 11 11 II 17 11 11118 11 11 IH8 II II II 11 11 11 I I I I I _-_._I L_ I I II L_. ____I I 11 11 II II II 11 II II _II _IL _.J 1 , _IL ._._ 1 II 11 I I 1 II 11 II 1 II II II II IL. I NOTE: ROUTE ALL TRACK LIGHTING CIRCUITS FROM BREAKER PANEL "L" TO "CLS" LANDING EACH TRACK CIRCUIT ON THE INPUT SIDE OF THE SUPPLEMENTARY BREAKER. 1 Nvor 40% wl 0 ELECTRICAL LIGHTING PLAN (Cont.) SCALE: 1 /4" = 1' -0" LANDLORD NOTES: MINIMUM CIRCUIT WIRE SIZE SHALL BE #12 AWG EXCLUDING CONTROL WIRING. ALL MAIN AND BRANCH CIRCUIT WARING SHALL BE COPPER. ALL WIRING IS TO HAVE 600 —VOLT INSULATION, TYPE TW, THW, THWN OR THHN FOR MAIN FEEDERS. SAME COLOR SHALL IDENTIFY SAME PHASE THROUGHOUT THE SYSTEM. AT NO TIME CAN FLEXIBLE CONDUIT BE USED AS COMMON ROUTING FOR WIRES. PANEL CONNECTED LOADS WITHIN THE TENANT SPACE AND MAIN FEEDER CONDUCTORS (FROM LANDLORD SWITCHGEAR TO PANEL) SHALL BE BALANCED WITHIN PLUS OR MINUS TEN PERCENT (10 %) ACROSS ALL PHASES. ALL CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. MINIMUM CONDUIT SHALL BE ONE —HALF INCH (1/2") DIAMETER AND CONCEALED IN SLAB SHALL BE THREE — QUATER INCH (3/4 "). CO CONDUIT IS ALLOWED TO BE INSTALLED IN THE SLAB UNLESS ABSOLUTELY NECESSARY. COORDINATE ALL IN SLAB WORK WITH LANDLORD'S STRUCTURAL ENGINEER. LANDLORD NOTES: (CONTINUATION) ALL WIRING SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE GALVANIZED STEEL, RIGID HEAVY WALL OR ELECTRICAL METALLIC TUBING. WATERTIGHT FITTINGS SHALL BE USED WHERE REQUIRED BY CODE. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK IS ALLOWED. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES OR PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST THREE INCHES (3 ") FROM WATER OR GAS LINE, WHEREVER THEY RUN ALONGSIDE OR ACCROSS SUCH LINE. FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4' -0 ") MAXIMUM LENGTH, MINMUM ONE —HALF (1/2 ") ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. NO BX, AC, MC OR ROMEX TYPE WIRING CAN BE ALLOWED. FURNISH LIQUID —TIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WITH CAST THREADED CONDUIT HUBS. PULL BOXES OR JUNCTION BOXWS ARE REQUIRED TO BE OF MINIMUM TWELVE (12) GAUGE GALVANIZED STEEL. BOXES IN WALLS SHALL BE GALVANIZED PRESSED STEEL OR CAST METAL. CAULK AROUND BOXES TO ELIMINATE NOISE TRANSMISSION. THE ELECTRICAL SYSTEM SERVING THE SPACE SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE N.E.C. GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED IN BRANCH CIRCUITS, WHERE REQUIRED BY CODE. AS REQUIRED, PROVIDE LOCK —ON DEVICES ON PANEL CIRCUIT BREAKERS FOR EXIT AND EMERGENCY LIGHT AND FIRE /SMOKE ALARM SYSTEM. FURNISH A COMPLETE TYPE WRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR. TENENT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE —EIGHT (1/8 ") THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE ONE INCH (1 ") WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. RECEIVED DEC 20 2011 PERMIT CENTER NP INC. 4115 N. 15TH AVE PHOENIX. AZ 85015 (602) 265 -1559 PROJECT NO. 1 1 231 CD 0 0 M �1 M Co 01 N N N O ,u- a CC t) w Fr. 0 _M • I 0 OM S Z N DON E o a 157 oo 00 — 00 L Cn 0 u •I--' c In i Ci Z 0 w o >c%Ncu REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: NPE FILE NAME: PH 11- 095 -E2 PROJECT NUMBER: • -095 P SEW% pSRMIT p�NO A .r" %1 cD N GENERAL ELECTRICAL NOTES CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. INFORMATION SHOWN ON PLANS AS EXISTING SHALL BE FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 (LATEST ADOPTED) NATIONAL ELECTRICAL CODE AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLU- DING BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER OF ANY DISCREPANCY PRIOR TO ROUGH –IN AND WIRING OF EQUIPMENT. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. DUPLEX RECEPTACLES MOUNTED WITHIN 6 FEET OF SINK OR LAVATORY SHALL BE GFCI. NEW PANELBOARD(S) SHALL BE BOLT –ON TYPE CIRCUIT BREAKER PANEL, TO MATCH EXISTING PANELBOARDS IN THE PREMISES AS TO MANUFACTURER AND TYPE. THE GROUNDING SYSTEM WITHIN THE PREMISES SHALL BE CONTINUOUS FROM THE SYSTEM GROUND BUSS IN THE LANDLORD'S ELECTRICAL ROOM. WHERE NEW TRANSFORMERS ARE INSTALLED THE TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C. REQUIREMENTS FOR A SEPARATELY DERIVED SYSTEM. ALL WIRING METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES IN COMPLIANCE WITH LANDLORD'S REQUIREMENTS. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT. EMT SHALL BE USED WHERE EXPOSED. CONDUCTOR SHALL BE COPPER WITH TWHN /THHN INSULATION. ROMEX AND BX CABLES ARE NOT ALLOWED. MC SHALL BE ALLOWED WHERE APPROVED BY LANDLORD AND LOCAL AHJ AND WHERE NOT IN PUBLIC VIEW OR EXPOSED. LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP EXCEEDS 3% OR 100 FEET OF LENGTH. TENANT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ACCURACY OF ELECTRICAL SERVICE AS SHOWN ON THE ONE –LINE DIAGRAM AS WELL AS COORDINATION WITH LOCAL POWER COMPANY. TENANT ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING EQUIPMENT AS SHOWN ON DESIGN DRAWINGS AND ARE IN GOOD WORKING CONDITION PRIOR TO RE– USING. IF EXISTING CONDITIONS ARE NOT AS SHOWN OR ARE NOT IN GOOD WORKING CONDITION, CONTRACTOR SHALL PROVIDE EQUIPMENT, CONDUIT AND /OR WIRE AS INDICATED TO PROVIDE A "LIKE –NEW" AND CODE COMPLIANT INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY EXISTING ITEMS BEING REUSED. ANY EQXISTING EQUIPMENT, CONDUIT OR WIRE NOT BEING REUSED SHALL BE REMOVED BY THIS CONTRACTOR. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN EXISTING ELECTRICAL PRIOR TO INSTALLATION OF NEW ELECTRICAL EQUIPMENT. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE FREE FROM SHORT CIRCUIT. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSON OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSON BEFORE EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL CONFORMING TO N.E.C. 110.16 A.N.S.I. Z535.4 AS MANUFACTURED BY IDEAL OR APPROVED EQUAL. EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE IDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF PANELBOARDS AND LOCATED AT EACH SWITCH ON A SWITCHBOARD. PROVIDE WITH NUMBER OF POLES INDICATED OR SPECIFIED. CONTACTORS SHALL BE FURNISHED WITH NEMA 1, SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERWISE ON DRAWINGS. EACH CONTACTOR SHALL BE PROVIDED WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE WITH BLACK BACKGROUND AND 1/4" WHITE LETTERS TO DESIGNATE USE OF CONTACTOR. INFORMATION SHOWN ON ONE –LINE DIAGRAM IS BASED ON RECORD DRAWINGS AND /OR LANDLORD INFORMATION. ELECTRICAL CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING ELECTRICAL CONDITIONS PRIOR TO SUBMITTING BID. BID SHALL INCLUDE ALL COST REQUIRED TO MODIFY EXISTING SYSTEM AS REQUIRED TO ACCOMODATE NEW WORK. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 8 FIRE ALARM NOTE 1. TENANT SHALL CONTRACT WITH LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR FOR DESIGN AND PROGRAMMING. 2. FIRE ALARM CONTRACTOR SHALL CONFIRM COMPLETE FIRE ALARM SYSTEM REQUIREMENTS WITH FIRE MARSHALL OR ANY LOCAL AGENCIES HAVING JURISDICTIONS. A COMPLETE OPERATIONAL AND APPROVED FIRE ALARM SYSTEM FOR THIS PROJECT IS DEEMED PART OF THE FIRE ALARM CONTRACTOR'S CONTRACT. THIS SYSTEM SHALL BE COMPATIBLE WITH THE MALL FIRE ALARM SYSTEM. 3. REUSE ALL EXISTING FIRE ALARM COMPONENTS AND DEVICES WHERE FEASIBLE. OTHERWISE, PROVIDE NEW AS REQUIRED. MATCH EXISTING FIRE ALARM MAKE AND MADE. REUSE OF EXISTING FIRE ALARM SYSTEM IS SUBJECT TO THE APPROVAL OF LANDLORD'S AND BLDG. INSPECTOR. 4. ALL CONNECTIONS AND /OR MODIFICATIONS TO LANDLORD'S FIRE ALARM SYSTEM ARE TO BE COMPLETED BY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR AT TENANT EXPENSE. CONTACT MALL MANAGEMENT FOR DETAILS. ELECTRICAL SYMBOLS (NOT ALL SYMBOLS SHOWN MAY BE USED) 0 DUPLEX CONVENIENCE OUTLET ® +18" A.F.F. U.N.O. DUPLEX CONVENIENCE OUTLET, SPLIT WIRED, CO +18" 1-V A.F.F. U.N.O. 1 DUPLEX CONVENIENCE OUTLET ® +42" A.F.F. U.N.O. FOURPLEX RECEPTACLE ® FLOOR OUTLET ® SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT JO JUNCTION BOX, IN ACCESSIBLE LOCATION JUNCTION BOX IN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE /DATA OUTLET (WITH 3/4" C. STUBBED ABOVE O CEILING U.N.O.) © +18" A.F.F. ®TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4" E.C. ABOVE ACCESSIBLE CEILING DATA INTO ACCESSIBLE CEILIN OUTLET AT +18" G SPACE. OR AS NOTED. STUB 3/4" E.C. INDICATES CIRCUIT IN CONDUIT CONCEALED IN OR : ■1 UNDER FLOOR CONSTRUCTION OR BELOW GRADE INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL OR CEILING SPACE INDICATES HOMERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. NO HASH MARKS INDICATES 2 #12 AWG, 1 #12 BOND, 1/2" CONDUIT PANELBOARD DISCONNECT SWITCH – SIZE AND FUSES PER FEI MANUFACTURER'S RECOMMENDATIONS (WEATHER- PROOF WHERE OUTSIDE). 10 -1 THERMOSTAT OUTLET, +48" A.F.F. WITH 4S BOX AND PLASTER RING. MOTOR – SIZE AS INDICATED IN DRAWINGS SINGLE POLE SWITCH H.P. RATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION. (WEATHERPROOF WHERE OUTSIDE) ® SMOKE DETECTOR (MATCH EXISTING) DS DUCT SMOKE DETECTOR (MATCH EXISTING) TIMECLOCK "INTERMATIC, T7401 B. A.F.F. ABOVE FINISHED FLOOR A.D.A. AMERICAN WITH DISABILITIES ACT C. CONDUIT C/B CIRCUIT BREAKER E.C. EMPTY CONDUIT WITH PULL CORD. E.D.F. ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH –IN REQUIREMENTS) EF EXHAUST FAN F.B.O. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT – INTERRUPTER GND GROUND ISO ISOLATED IG ISOLATED GROUND NL NIGHT LIGHT REC RECEPTACLE S.E.S. SERVICE ENTRANCE SECTION T.M.B. TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3 /4 "D PLYWOOD WITH #6 CU. GROUND WIRE TO APPROVED GROUND. T.T.C. TELEPHONE TERMINAL CABINET. 30 "Wx36 "Hx6 "D 16 GA. WEATHERPROOF E/W HINGED LOCKABLE COVER 5/8" PLYWOOD BACKBOARD, PROVIDE A #6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. U.N.O. U/C WH WP XFMR UNLESS NOTED OTHERWISE UNDER COUNTER WATER HEATER WEATHERPROOF (RAIN TIGHT) TRANSFORMER PANELBOARDNOTE: PROVIDE A TWO /THREE SINGLE POLE CIRCUIT BREAKERS WITH AN IDENTIFIED HANDLE TIE OR TWO /THREE POLE CIRCUIT BREAKER TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF EACH MULTIWIRE BRANCH CIRCUIT AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES AS REQUIRED BY NEC 210.4. i LOAD CALCULATIONS LOAD CALCULATIONS LIGHTS at 125% SIGN at 125% OUTLETS, MISC. POWER (1ST 10KVA at 100 %) REMAINDER at 50% WATER HEATER at 100% HVAC: NEW CU -1 at 100% NEW AHU -1 at 100% LARGEST MOTOR at 25% DUCT SMOKE DETECTOR 5,594 1,500 9,600 1,500 (10,116) 12,375 2,250 200 VA VA VA VA VA VA VA VA VA TOTAL DEMAND LOAD TOTAL AMPS AT 208V, 3Ph, 4W 33,019 VA 92 AMPS PANELBOARD SCHEDULE NOTES: 1 CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125 %. 2 - THRU 24/7 TIMECLOCK 3 - CIRCUIT BREAKER WITH LOCK -ON DEVICE. - CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN THE OPEN POSITION 5 - THRU LIGHTING CONTACTOR C1 & C2 SEE LIGHTING CONTROL DIAGRAM ON SHEET E2. 6 - PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING MAKE, MODEL, TYPE, RATING, ETC. 7 - NON - COINCIDENTAL LOAD (LARGEST OF CLG /HTG LOAD USED) 0 PANEL SCHEDULE "L" PANELBOARD SCHEDULE L 10 ,00o A.I.C. BREAKER MINM UM 120 / 208 VOLTS I 3 PHASE I 4 WIRE SURFACE MOUNTED 200A MCB MAINS I EXIST. TYPE NOTE WIRE SIZE USE AND/ OR AREA SERVED C / B CKT LOADS CKT C / B USEAND/ OR AREA WIRE SIZE NOTE NO Ph A Ph B 1 Ph C NO 1,2 12 STOREFRONT SIGN 20/1 1 1500 0.25 16,500 20/1 RECEPT - P.O.S. 12 3 120 200 2 1,2 12 LIGHTS - STOREFRONT /SHOW WINDOW 2011 3 4,980 158 (2) PHILIPS F32T8 TL830 ALTO II 32 WATT T8 2011 RECEPT - P.O.S. 12 3 200 4 1,5 12 LIGHTS - SALES TRACK 2011 5 LB CON –TECH LUX BEAM #LB122 SERIES SILVER TRACK HOUSING BEAM (LEGNTH PER PLAN) WITH CON –TECH LT SERIES TRACK SECTION OF MATCHING LENGTH. SPECIFY CURRENT LIMITERS AS NEEDED PER CODE 2011 RECEPT - P.O.S. 12 3 200 6 1,5 12 LIGHTS - SALES TRACK 20/1 551 Y BEST #R1 SURFACE MOUNTED EMERGENCY LIGHTING UNIT WITH SEALED BATTERY BACK –UP 20/1 RECEPT - CASHWRAP COUNTER 12 GROAN #657 (OR EQUAL) RECESSED EXHAUST FAN. SEE MECHANICAL DRAWINGS N/A r] 8 1,5 12 LIGHTS - SALES TRACK 2011 9 2011 RECEPT - SALES AREA 12 720 10 1,5 12 LIGHTS - SALES AREA 20/1 11 688 20/1 RECEPT - T.V. /DVD 12 1000 12 1,5 12 LIGHTS - SALES AREA 2011 13 688 2011 RECEPT - GRAPHIC 12 500 14 1,5 12 LIGHTS - FIT. RM./REST RM. /CORRIDOR 20/1 15 641 20/1 RECEPT - GRAPHIC 12 500 16 1,5 12 LIGHTS - OFFICE/STORAGE 20/1 17 773 20/1 RECEPT - SHOW WINDOW 12 2 1200 18 1,3 12 LIGHTS - EM /EXITINL 20/1 19 1202 20/1 RECEPT - SHOW WINDOW 12 2 1200 20 3 12 DUCT SMOKE DETECTOR 20/1 21 2000 2011 SPACE 22 3 12 TIMECLOCK/CONTACTOR 20/1 23 20/1 SECURITY 12 3 500 24 SPARE 20/1 25 0 2011 SPARE 26 4 12 WATER HEATER 20/1 27 20/1 RECEPT - MGR'S DESK 12 360 2 —g 12 RECEPT - T.T.B. 2011 29 360 20/1 RECEPT - MGRS DESK 12 360 30 SPARE 20/1 31 60/3 NEW CU -1 4 6,7 3372 32 12 RECEPT - STOCK RMITOILET /HALLWAY /ROOF 20/1 33 1080 „ 4 6,7 3372 34 SPARE 20/1 35 0 ,. „ 4 6,7 3372 36 SPARE 20/1 37 70/3 NEW AHU -1 4 6,7 4125 34 SPACE 39 — 0 •• 4 6,7 4125 40 SPACE 41 0 .. ., 4 6,7 4125 42 TOTAL LOAD PER PHASE 140581 13276 13551 14058 VA 1 120 V = 117 AMPS PANELBOARDNOTE: PROVIDE A TWO /THREE SINGLE POLE CIRCUIT BREAKERS WITH AN IDENTIFIED HANDLE TIE OR TWO /THREE POLE CIRCUIT BREAKER TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF EACH MULTIWIRE BRANCH CIRCUIT AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES AS REQUIRED BY NEC 210.4. i LOAD CALCULATIONS LOAD CALCULATIONS LIGHTS at 125% SIGN at 125% OUTLETS, MISC. POWER (1ST 10KVA at 100 %) REMAINDER at 50% WATER HEATER at 100% HVAC: NEW CU -1 at 100% NEW AHU -1 at 100% LARGEST MOTOR at 25% DUCT SMOKE DETECTOR 5,594 1,500 9,600 1,500 (10,116) 12,375 2,250 200 VA VA VA VA VA VA VA VA VA TOTAL DEMAND LOAD TOTAL AMPS AT 208V, 3Ph, 4W 33,019 VA 92 AMPS PANELBOARD SCHEDULE NOTES: 1 CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125 %. 2 - THRU 24/7 TIMECLOCK 3 - CIRCUIT BREAKER WITH LOCK -ON DEVICE. - CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN THE OPEN POSITION 5 - THRU LIGHTING CONTACTOR C1 & C2 SEE LIGHTING CONTROL DIAGRAM ON SHEET E2. 6 - PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING MAKE, MODEL, TYPE, RATING, ETC. 7 - NON - COINCIDENTAL LOAD (LARGEST OF CLG /HTG LOAD USED) 0 FAULT CURRENT CALCULATIONS FAULT CURRENT CALCULATIONS (THREE PHASE) MARK FAULT ORIGIN POINT OF CALCULATED FAULT FAULT @ ORIGIN AFC./ LINE VOLTS EL CU -MAG =1 CU- NMAG =2 AL -MAG =3 AL- NMAG =4 AL -NM SER =5 WIRE LENGTH L WIRE SIZE NO OF SETS N "C" VALUE "f" FACTOR "m" FACTOR CALCULATED FAULT AFC2 ** F1 SWITCHBOARD PANEL' L' 65,000 208 1 82 4/0 1 15082 2.94 0.25 16,500 F2 PANEL 'L' TIMECLOCK 16,500 120 1 6 12 1 617 2.31 0.30 4,980 SERIES RATING NOTES: 1. PROVIDE ENGRAVED NAMEPLATES TO COMPLY WITH NEC- 110 -22 AS FOLLOWS A. NAMEPLATE AT SERVICE SHALL READ: "CAUTION SERIES RATED SYSTEM: 42,000 AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." B. NAMEPLATE AT EACH DOWNSTREAM PANEL'HDP1' TO READ: FOR TWO TIERED SERIES RATED SYSTEMS: "CAUTION - SERIES RATED 42,000 / 14,000 SYSTEM. ** SHORT CIRCUIT AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEMS WITHOUT PRIOR APPROVAL FROM THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. ** DENOTES CALCULATED FAULTAFC2 ABOVE. NOTE: REFER TO PANELBOARD SCHEDULES FOR PANEL RATING. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY CHANGES REQUIRED DUE TO INCORRECT EXISTING INFORMATION WILL BE THE CONTRACTOR'S RESPONSIBILITY. IMPORTANT NOTE: EXISTING PANEL 'L' MUST BE SERIES RATED TO UPSTREAM FUSES 22K -10K AIC SYSTEM. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THIS CONDITION FROM EXISTING PANEL MANUFACTURER PRIOR TO COMMENCEMENT OF WORK. IF PANEL CANNOT BE SERIES RATED, REPLACE EXISTING PANEL AND ITS COMPONENTS WITH NEW. 0 LIGHT FIXTURE SCHEDULE MARK SYMBOL MANUFACTURER / MODEL / DESCRIPTION LAMPS A ® JUNO # TM54100E— S— SL /TMP1120SL /TMP1222HZ 100 WATT 12" METAL HALIDE HIGH BAY (1) PHILIPS 100 WATT CMH ED17 MHC100 /U /M /3K /ALTO B2 CON TECH #RAN15038– X2– B -21LBL RECESSED, ADJUSTABLE COMPARTMENTAL LIGHT FIXTURE HOUSING (2) SOLAIS #LR38/25/30/1200 21W. PAR 38 L.E.D. a * B3 CONTECH #RAN15038– X3– B -21LBL RECESSED, ADJUSTABLE COMPARTMENTAL LIGHT FIXTURE HOUSING (3) SOLAIS #LR38/25/30/1200 21W. PAR 38 L.E.D. i O a C 0 CON –TECH #RL38-21LBL/ 6" RECESSED DOWN LIGHT WITH 21 WATT LABEL. SPECULAR REFLECTOR & WHITE TRIM (1) SOLAIS #LR38/25/30K/21W/ 1275/GY 21W PAR38 LED D CONTECH #LT SERIES TRACK (SILVER) LEGNTH PER PLAN. SUPPLY WITH ALL CONNECTORS AND END FEEDS AS REQUIRED. N/A D2,4,6,8,12 1 E Ark SEASCAPE #THA016X9 BLACK AND WHITE CHECKER "LAMPDHADE" PENDANT FIXTURE W/ WHITE BOTTOM DIFFUSER & CANOPY W/ 3' CORD. (1) TCP 32 WATT CF SPRING LAMP -28932 N%/ F CON –TECH LIGHTING #CTL838 /2 –U PAR38 ADJUSTABLE TRACK FIXTURE WITH BLACK FINISH. (1) SOLAIS #LR38/25/30K/21 W/ 1275/GY 21W PAR38 LED H4* 11 11 SIMKAR #CH232 –B11 –UNV 4' FLUORESCENT OPEN STRIP LIGHT SUSPEND OR SURFACE MOUNT PER PLAN. EL= PROVIDE EMERGENCY BATTERY PACK EM= CONNECT TO NIGHT LIGHT CIRCUIT (2) PHILIPS F32T8 TL830 ALTO II 32 WATT T8 H8* SIMKAR #CH2232 –B11 –UNV 8' FLUORESCENT OPEN STRIP LIGHT SUSPEND OR SURFACE MOUNT PER PLAN. EL= PROVIDE EMERGENCY BATTERY PACK EM= CONNECT TO NIGHT LIGHT CIRCUIT (4) PHILIPS F32T8 TL830 ALTO II 32 WATT T8 11 U K SIMKAR #JBH- 2- 17 –B11 –UNV WALL MOUNTED FLUORESCENT FIXTURE MOUNTED OVER LAVATORY (2) 17W T8 -24 LB CON –TECH LUX BEAM #LB122 SERIES SILVER TRACK HOUSING BEAM (LEGNTH PER PLAN) WITH CON –TECH LT SERIES TRACK SECTION OF MATCHING LENGTH. SPECIFY CURRENT LIMITERS AS NEEDED PER CODE 'LB,4,6,8,12 1 X �� BEST LIGHTING #EZXTEU1RW –EM SURFACE MOUNTED THERMOPLASTIC EXIT – WHITE WITH RED LETTERS (LED INCLUDED) X1 BEST LIGHTING #ELXTE– U- 1– RC –A –EM SURFACE MOUNTED EDGE LIT EXIT SIGN WITH UNIVERSAL MOUNTING CANOPY. (CLEAR PANEL – RED LETTERS) 3.2W. L.E.D. (INCLUDED) Y BEST #R1 SURFACE MOUNTED EMERGENCY LIGHTING UNIT WITH SEALED BATTERY BACK –UP (LED INCLUDED) EF GROAN #657 (OR EQUAL) RECESSED EXHAUST FAN. SEE MECHANICAL DRAWINGS N/A r] NOTE: ALL FIXTURES MAY NOT BE USED ON ALL PROJECTS MANUFACTURER TO PROVIDE PERMANENT PRE — PRINTED MAXIMUM RE— LAMPING LABEL PER LIGHTING FIXTURE SCHEDULE * PROVIDE ELECTRONIC NORMAL OTPUT INSTANT START BALLAST • PARTIAL ONE LINE DIAGRAM j– EXIST. LANDLORD DISTRIBUTION SWITCHBOARD 120/208V, 3PH, 4W L.L. SPACE TENANT SPACE REMOVE AND COMPLETELY DISCONNECT EXIST. PANEL AND RETURN TO OWNER /TENANT FOR STORAGE. (NOT USED IN THIS PROJECT) riLi II M CIE— RE –USE EXIST. METER IF LT6 FEASIBLE, OTHERWISE PROVIDE NEW PER POWER CO. AND I/ LANDLORD REQUIREMENT 1f CM EXIST. 200A, 3P DISC. SWITCH I I WITH (3) 200A FUSES. (FIELD I,I VERIFY) T (ID-- EXIST. 4 #4/0 CU., 1 #4 CU. BOND, 2- 1/2 "C. (FIELD VERIFY) F1 r — —i I ,' L — — — — PANEL "L" (EXIST.) EXIST. 200A, 3P, MCB ONE –LINE DIAGRAM NOTES: 1 THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 2. PROVIDE ENGRAVED NAMEPLATES ON EACH SERVICE, PANEL, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER, ETC. 3. PROVIDE LISTING OF ALL BREAKERS & LOADS, CLEARLY TYPED AND PERMANENTLY ATTACHED INSIDE THE DOOR OF EACH PANELBOARD. 4. ALL WORK IN LANDLORD'S DISTRIBUTION SECTION SHALL BE PERFORMED BY LANDLORD'S CONTRACTOR AT TENANT EXPENSE. 5. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY TEANT CRITERIA MANUAL AND N.E.C. 6. TENANT'S EQUIPMENT IN THE MALL ELECTRIC ROOM MUST BE CLEARLY IDENTIFIED WITH TENANT'S NAME AND SPACE NUMBER. m CURRENT LIMITING SUB – PANEL 'CLS' NUMBER OF CONDUITS AS REQUIRED. TO TRACK LIGHTING LOADS 24/7 TIMECLOCK. SEE LIGHTING CONTROL DIAGRAM ON SHEET E2. MIN. 6 FEET WIRE LENGTH RECEIVED DEC 20 2011 PERMIT CENTER ENGINEERING INC. 4115 N. 15TH AVE PHOENIX. AZ 85015 (602) 265 -1559 PROJECT NO. 1 1 -2 R bl ovs- CC. L CL L O ■ o 0 V CU CCO • C LL C o O o- a O Lf1 CO 001 N M O ' LL. LA WI t CC g ^O -CM • pM ›.% z N CEO to W Lu V w N Lu Iii X_U LL. N LLI � W = z J Ln z O W ego Q J � J Q W V � z z O J O J W • Ill • Ill • . • III 00 00 - DA L cn 1• L 2 C VI -Do cu Z 0 wt o— >6ir NV REVISIONS: SEAL: DATE: 12 -13 -11 DRAWN BY: NPE FILE NAME: PH 11- 095 -E3 PROJ . NUMBER: P. 5 uJ m LU