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Permit D08-156 - WESTFIELD SOUTHCENTER MALL - WET SEAL - TENANT IMPROVEMENT
WET SEAL 2446 SOUTHCENTER MAIL D08 -156 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -156 Occupant /Tenant: WET SEAL Building Address: 2446 SOUTHCENTER MALL , SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL SALES Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 112 BUILD 1 G • FFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2446 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: WET SEAL Address: 2446 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: REBECCA MILSTER Address: 1950 CRAIG RD STE 300 , ST LOUIS MO 63146 Phone: 800 - 489 -2233 Contractor: Name: J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA 98580 Phone: 253 843 -2765 Contractor License No: JEMCOI *033DD Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: MERCANTILE TENANT IMPROVEMENT OF NEW MALL SPACE Value of Construction: $300,000.00 Fees Collected: $4,476.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 doc: IBC -10/06 Cit311/f Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 156 Issue Date: 05/23/2008 Permit Expires On: 11/19/2008 Expiration Date: 05/12/2009 D08 -156 Printed: 05-23 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City di Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -156 Issue Date: 05/23/2008 Permit Expires On: 11/19/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: -._ Date: 6/23/6 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 Date: gi'/i i I " D08 -156 Printed: 05 -23 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 2446 SOUTHCENTER MALL TUKW Suite No: Tenant: WET SEAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: D08 - 156 Status: ISSUED Applied Date: 03/27/2008 Issue Date: OS/23/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D08 -156 Printed: 05-23 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -156 Printed: 05-23 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain 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) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: 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. doc: Cond -10/06 D08 -156 Printed: 05 -23 -2008 • 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.cidukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -156 Printed: 05-23 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 008-156 Date: 6/2,3/68 ordinances governing or local laws regulating Printed: 05-23 -2008 SITE LOCATION 2 � King Co Assessor's Tax No.: (034.4)-49 - O a / 6 S Addre ° J 3� " Gin 1 t 10 1,\ \ - Tit t k� Suite Number: Floor: 1 S Tenant Name: 1NP. S ?a\ New Tenant: 1, Yes ❑..No Property Owners Name: w. sar Pt e,a r,v b 0 Unl1� try . Mailing Address: ,2- S Obit C¢l€ -Y I.A-1.1 E -Mail Address: Company Name: Contact Person: E -Mail Address: Contractor Registration Number: Al vision -tr-c. 1990 4 R.c\. s+e. 3o0 gebec M ■ t l S E -Mail Address: r of avc \J. CA r.i Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tukwila.wa.us 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 ** r ry.11% l& aa,Cv. corm 1131). 1;rcVisit*, c. 1 9, c_rct,1 IZA ) S*e. 300 IZebe c_ee- Pi; \Siev 1- (xi. Co Q:\Applications'Forms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. 'DO U - 1 s 4 Mechanical Permit No. Ma 0 q Plumbing/Gas Permit No. S Q .S Public Works Permit No. Project No. Q (For office use only) City Name: be(C& M. t l,s'e,Ir Mailing Address: 19 So Grc' ■c . si-e #3oo S +' Lo-vtls City Fax Number: Day Telephone: S4. Locks Cit Day Telephone: Fax Number: 5+. Go t City Day Telephone: Fax Number: W>Q State '18185 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued 'r0 `{(p 3 41t5 02300 tp GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: Zip State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Yb0 1.Q31 44) State Zip 800- ?.33 3 -IS -2300 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 010 1-03146 State Zip 80 - .Rd 31q - Is .23 Page 1 of 6 Will there be new rack storage? El Yes Q:Wpplications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 0 O 0 0 0 Existing Building Valuation: $ Un Kh nW h Scope of Work (please provide detailed information): .aLr 1 v '€i 1 5'}'t vt W2'r Seal i S rn n -vt e t-- e..\ -e i \ CAA I 1 Si e . � R.. 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: 1 5A : ■ Compact: Q- IS- r-q Handicap: E'y4 Will there be a change in use? ❑ Yes No If "yes ", explain: � FIRE PROTECTION /HAZARDOUS MATERIALS: /54. Sprinklers f. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes g No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IstFloor 3ci 11 - ?- I I _ B (heVCAv4ki r Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Will there be new rack storage? El Yes Q:Wpplications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 0 O 0 0 0 Existing Building Valuation: $ Un Kh nW h Scope of Work (please provide detailed information): .aLr 1 v '€i 1 5'}'t vt W2'r Seal i S rn n -vt e t-- e..\ -e i \ CAA I 1 Si e . � R.. 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: 1 5A : ■ Compact: Q- IS- r-q Handicap: E'y4 Will there be a change in use? ❑ Yes No If "yes ", explain: � FIRE PROTECTION /HAZARDOUS MATERIALS: /54. Sprinklers f. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes g No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): In O et C.400 Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporar Water Meter Size .. 9, WO # ❑ ...Water Only Meter Size 9, WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat X 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment VIkV Sas-kern x Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: TZ? . Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 30 000 f\e-W PrV s 1 9 rv1 S Pa-ct Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement ....� Fuel Type: Electric tt Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q : Applications \Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain - — Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment I Repair or alteration of drainage or vent piping I Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): pit4tala ;v' 2 srk_ Le_ Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 1 o 0 Building Use (per Int'I Building Code): hne.l.0 -k-t\p Occupancy (per Int'l Building Code): t 33 occ_tAs,m4c, Utilit Purveyor: Water: nP,W Ye s-A--v- 00 II-,s °- - e Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: be Sewer: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO g ZED AGENT Signature: Print Name: W 1'!>`. .01 1 1� V Mailing Address: j q Sb C,1 ek3 cza. 0 S +• s Tho (p31 City State Zip Date Application Expires: Date Application Accepted: Q:WpplicationsWorms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Date: ✓ ( Day Telephone: 8 D L ! 1 - �c� 3 Staff Initials: Page 6 of 6 Receipt No.: R08 -01794 Payee: J E M CONSTRUCTION ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -156 Address: 2446 SOUTUCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/27/2008 Applicant: WET SEAL Issue Date: RECEIPT Initials: JEM Payment Date: 05/23/2008 08:55 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9483 2,714.50 Account Code Current Pmts 000/322.100 000/386.904 Payment Amount: $2,714.50 2,710.00 4.50 Total: $2,714.50 2805 05/23 9711 TOTAL 2714.50 doc: Receiot -06 Printed: 05-23 -2008 Payee: ARCVISION INC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -156 Address: 2446 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/27/2008 Applicant: WET SEAL Issue Date: Receipt No.: R08 -00936 Payment Amount: $1,761.50 Initials: WER Payment Date: 03/27/2008 01:30 PM User ID: 1655 Balance: $2,714.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16277 1,761.50 Account Code Current Pmts 000/345.830 1,761.50 Total: $1,761.50 doc: Receiot -06 Printed: 03 -27 -2008 Project: �^ P+ `tee A t Type of Inspection: �I n/ X4 1 Address: Date Called: Special Instructions: Date Wanted: 7 - 2 p.m. Requester: Phone No: z 10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. '®..Approved per applicable codes. Corrections required prior to approval. COMMENTS: -Pe ( 04 (cri.Ne (* 7e; A' 1 e6 or 1-� INSPECTION RECORD Retain a copy with permit Dog - ice 'Date: - Z Li` GE' $ 0 0 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be pad at 6300 Southcenter Bl ., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 14) et t 5e_ Type of Inspection: f-, 'A \i.. Address: ar l `�Y IVI AA� � `( (/ Q Date Called: Special Instructions: Date Wanted: 7/1/ / p.m. Requester: Phone No: q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 12/ 04 -1"4 S�acK /Sfst�'C dkY;fl1 d ns. Inspect o (Date: 7/4i/o, $600 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: • 'Dat Project: � C- � S�- Type of Inspection: ' 5 u6/9. Cei . Address I / 1 4' vim/ / Date Called: Special Instructions: Date Wanted: /r Requester: Phone No: . k4G 57,)-4/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit c � ' - i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'it. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: r ate: 7AP dr Approved per applicable codes. LJ Corrections required prior to approval. Inspector: El $60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: W d s e Type of Inspection: i � g Address: � J/, ! � �l / �� Date Called: Special Instructions: Date Wanted: / � G�i (C7/2-VA p.m. Requester: Phone No: 25 bah 5 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i 1, Inspector: 4 /7 $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 1 Lvt r A 1 J Type of Inspection: /� � 4.5�'/. iT ( o fa t Address: ` � �O � f Date Called: � Special Instructions: Date Wanted: -2,e- r -z r> a.m,, Requester: Phone No: 5— _ f '_ 2 Ci 6' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 10A re (4:4 'N 5I, 4ftC Inspector: $60.00 R CTION 'Date: ri FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100./Call to schedule reinspection, 'Receipt No.: 'Date: .!e .i. .�i Pita .nEl,�d�711Y�Ri....a�'II�G"a+4 COMMENTS: Pr21.7di £r << Si ?4 .i ItS o f /3v ill tied(' <pi 5,de aJ f71/6- 5,' /c of - My G44.'1s Address: ele �"Z4 /( eiee rro 4/1,,.»^'f fte7i'n'j f rf, /e fi'1�[01. '4!.5 7 P) si* cir�h l SpecialIIInstr Date anted: - 20 - 4f m'� .m) Requester: Phone No .5"3- a C -iC2 Project: AJ / / Type_of Inspection: ?isS •/4V / kV Address: ele �"Z4 /( Date Called: SpecialIIInstr Date anted: - 20 - 4f m'� .m) Requester: Phone No .5"3- a C -iC2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. ® Corrections required prior to approval. Inspector Dad -15 Date: ;.t. REINSPECTION FEE REQUIRED. Prior to"inspection, fee must be paid at 6300 Southcenter Blvd., Suite...100. Call to schedule reinspectionz Receipt No.: 'Date: Project: Type of Inspection: Fr 4444 r vt, Address: Date Called: Special Instructions: Date Wanted: / / � , �.aa..mm.. & f/ c, N i_ Requester: Phone No: ..26 (0 5 4 INSPECTION NO. { `I$PECTION RECORD y . 'etain a copy with permit D Approved per' applicable codes. ❑ Corrections required prior to approval. ri $60.0 PECTION FEE REQUIRED. Prior to inspection, fee must be t 6300 Southcenter outhcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1�- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: e Fiduefej wedh set-4n etr.il geld cre i (JJ 4 JJ e )(cep 71- 7o 126* c.)4 c ea_ exi � ' c9 Inspector: EINS Date: 1 , 5 / 6 ' .. , de , Re . Receipt No.: Date: Projgc --/,7 Type of Inspection; , Acl rre , 7 , Date Called: Special Instructions: Date Wanted / O � 47- (•• Requester: Phon 66 r 52 . '/ • INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Approved per applicable codes. COMMENTS: z# c otfec /o/1$ cusp 4-4 p e/, P (.41 / ewe Inspector: ❑ $58, 1 FEE REQUIRED. Prior to inspection, fee must be pa 7 at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: \ r• Date: INSPECTION RECORD . Retain a copy with permit • / , ft PT' Corrections required prior to approval. Date:6 / / \)t Project: _�„ � - _ Type of. nspectiork • C_al � le _ d: Address: ,... 4` I f 'A w A- 1 r Date Special Instructions: Date Wanted: Ce, - 3 -ag a.m` p.m. Requester: Phone No: 25 3 -606-5 9 2- z INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: A eV - y4)3 COerArd ;1 i 5 a eiz d4Z r� c4,51s Inspector: (Date: / /5/0;7 El $58.00 I INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 1 Project ( l _-� A ( Type of Inspection: R_AV A l i`1 C. Address. wl A ( D'a(e Called: Special Instructions: Date Wanted: .5 -2 m. Requester: Phone No_:_ -604' J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 428 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit -r s 0 Corrections required prior to approval. COM TS: Inspector: ( 73-- Date: 5 s $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: CS /ilk I Address:,9Ligi Suite #: "S .( . MAU_ Contact Person: , SpeciiiInstructions: . .-- - Phone No.: Permits: Occupancy Type: e35-- Oft. -c•e‘e_ .,c, 1 ..A.A- I_ - , . •• (4 , . .. • : • v ‘6, sr .• Project: •e* Se.Pri— Type of Inspection: CS /ilk I Address:,9Ligi Suite #: "S .( . MAU_ Contact Person: , SpeciiiInstructions: . .-- - Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: ' Hood & Duct: Monitor: . Pre-Fire: Permits: Occupancy Type: J. • • INSPECTION REPORD Retain a copy withliermit Word/Inspection Record.Form.Doc INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. Insp ctor: 5 /Y Date: ,0 ( r $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection 5P cilt)A-t a7it-55 ///1 4-1;t Address: ,2(.1 1.u, Suite #: 5. c. "A I. (..- Contact Person: i let Ott Special Instructions: . Phone No.: ?%. r;:eite. eX Cv4 ) € d A 7 . LI Aim .4.) 14441,,, • 1\ i I fit 1/or 77.) -eye 55 otpi-k pti, 6 f / -r-fk a .ivte..li :,..,..,,,z,;:....,..._,-, :.......:.A.•,...,.,. :._ .. :,....:-. :,..,• , . i.• , %. : •,-.• ,.:;..,...... ...,, :,; •:- : . •...: ......,...: . ,.........,............. ...,-,,,.. .... . . , tr ' rDsni 1 i'i# 6 oiJI r . . r % . , Project: 0 e s e . Type of Inspection 5P cilt)A-t a7it-55 ///1 4-1;t Address: ,2(.1 1.u, Suite #: 5. c. "A I. (..- Contact Person: Monitor: Special Instructions: . Phone No.: ?%. Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: . Pre-Fire: Permits: . ?%. Occupancy Type: NIEttg."*., ' ;•-• 43r PcsiszatiNgo INSPECTION NUMBER Approved per applicable codes. InOeCtOr: idvA Sly •• INSPECTION Ftectulp Retain a copy with per CITY OF TUKWILA FIRE DEPARTMENT P /5•4 6g ) - a-- PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 9818 206-575-4407 Corrections required prior to approval. • • [Date: 111944 Hrs.: ( n $80.00 REINSPECTION FEE REQUIRED. You will receive-an invoice from the City of Tukwila Finance Department. Callao schedule a reinspection. Word/Inspection Record ForM.Doc 1/13/06 T.F,D, Form F.P. 113 • au Project: it)d .10A-L— Type of I spection: -1- ILA leCks. .Address: cri a , Suite #: `°'I r L C Contact P rson: Special Instructions: Phone No.: Needs Shift In spectio n: • - - Sprinklers: • . Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: '• PFi!'" 4=: 6. wsVE9.+ th+ f1�Mt! i�: ih' fn5i�i '•%vii.> ". ±xr�a4ki ~l= `, • t N INSPECTION NUMBER 1 • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 I I Appr r applicable codes. r • INSPECTION RECORD: Retain a copy with permit " • 11408 - P8 K -- 0 PERMIT NUMBERS 206 -575 -4407 El Corrections required prior to approval. COMMENTS: 1 • . i t Inspector: I Date: 7// 9f a f rs.. • a Ara $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form:Doc 1/13/06 T.F.D. Form F.P. 113 • Project:. - s € AL_ Sprinklers: ' in of Inspecti n: Address: 2.40 6, Suite #: s ,c. , io a r : L Contact Perso : Pre- Fire: Special Instructions: Permits: Occupancy Type: Phone No.: • - Needs Shift Inspection: _ Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre- Fire: • Permits: Occupancy Type: �. F^ sub: r� .t�:izeav`t�Ziz�+k7K'u.�ti� ti INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila , _Wa.98188 206 -575 -4407 Approy51 per applicable codes. 44421; _ k:+ cr r' S�!-, ?��.;::,r:.J.r;:�.::s+..r;.,.h- tea. asx, a.. ,�.x.tixx;.�.a:raw;:;�s4.k: -;,rs INSPECTION RECORD Retain afcopy with permit PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: 00 a ktt- 9.5 r -as--- l Zoo o -a Inspectors A pc, 5 /V I Date: //108 : AL . Hrs.. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • Project:t Type of Inspection: Address: 2,44(p S,e , Maga. Suite #: Contact Person: mace. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. D02- 08-s z1- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Corrections required prior to approval. COMMENTS: Vik-v Cor,Mcg : 6V- %.T• r. ` ; .�e �. 4- • • a + re : . • . y . + '. n .r .+ • ti •.r Inspector: t I Date: C ho /o Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location VAV -1 TRANS VPEF1200Q 1890 545 PLENUM VAV -2 PLENUM VAV -2 TRANE VPEF1200Q 1/3 HP 1890 545 PLENUM REDS #% MAR 2 7 ; PERMIT CE t ' n, ,A ..+ L r1'Mt. 'ice r r' 611 �_.._ . _ M % Lil �i7:�7JC1:.I Heating Equipment Schedule _ Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Inp Btuh VAV -1 TRANE VPEF1200Q 4KW 1890 545 VAV -2 TRANE VPEF1200Q 4KW 1890 545 MAY 1 2008 ∎Ml(5 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP /BHP Flow Control Location of Service VAV -1 TRANE VPEF1200Q 1890 1/3 HP VAV PLENUM VAV -2 TRANS VPEF1200Q 1890 1/3 HP VAV PLENUM REDS #% MAR 2 7 ; PERMIT CE Project Info Project Address SOUTHCENTER MALL Date 3/26/2008 1056 SOUTHCENTER For Building Dept. Use SEATTLE, WASHINGTON 98188 Applicant Name: WET SEAL Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM ❑ Includes Plans 2008 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. 2006 Washington State Nonresidential Energy Code Compliance Form e Utrim FILE COP Permit No. �. Include documentation requiring compliance`witrl commissronlnefegtf reriierif3; •Section'1416. Revised July 2007 Compliance Option *Simple System 0 Complex System - Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV , constant volu (CV), or variables eed S). • System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: E Constant vol? E Air cooled? Packaged sys? . 1 <20,000 Btuh? Split system? Economizer included? If Heating Only: E <5000 cfm? <70% outside air? llec ani,ca u mmary Decision Flowchart u Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Simple System Allowed (section 1420) Yes — Yes* AV 9 T ' otal Cap. wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes Reference Section 1423 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. .; v ...1i,7 II - . - ? “..,l::'r "'X ':� ' �� 4 y,�.r f f ay t . } f f aI Perm'itlPlans Chklistz �yt_ 4 W �g k .A��sYy;.,MECH Mech aniC eC 2008 Washington State Nonresidential Energy Code Compliance Forms {.CHK Revised July 2007 Project Address SOUTHCENTER MALL I Date 3/26/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing __ Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report yes 1434 ' Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover • • 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explana 2006 Washington State Nonresidential Energy Code Compliance Form 1. � ✓ t 4 - t..- .r rr Ian's i 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per budding. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form 1. � ✓ t 4 - t..- .r rr Ian's i 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per budding. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Complia Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 2. Exhaust air ducts not subject to condensation. microprocessor controls that minimize supplemental heat usage during start -up, set- up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) Project Info Project Address SOUTHCENTER MALL - (WETSEAL SPACE F -13) Date 3/20/2008 1056 SOUTHCENTER For Building Department Use COPY ' C Applicant SEATTLE, WA 98188 FILE Name: Applicant Address: Permit No g No. �_ Applicant Phone: Project Description ❑ New Building ❑ Addition P'ja r f }' a4lter t)trOrovaii ..... 4 'ectAa errors and am „r.., 'and ... ..t �. . .•.... ..r .� P17%L ff l �'^ r ► '• e IS Refer to WSEC Section 1513 fora! o and comfn'issioning : r- eq ll RU Compliance Option 0 Prescriptive U Lighting Po Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) [ No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft Allowed x Area RETAIL 1.50 3977.0 5965.5 RETAIL DISPLAY FOOTNOTE #10 l 1.50 3977.0 5965.5 p.� L - WALL WASHER RB flEV / E®• AC°'OJd11A�A 14 55.0 770.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 11931. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A - DOWN LIGHT 30 45.0 1350.0 B - HIGH BAY 8 175.0 ''' 1400.0 p.� L - WALL WASHER RB flEV / E®• AC°'OJd11A�A 14 55.0 770.0 M - TRACK HEAD CODE I, 90 COMMA 1 'iA �� �.�"+ 75.0 6750.0 Q - CYLINDER APPROVE 3 45.0 135.0 R - STRIP 11 62.0 682.0 Z - LIGHT FAN COMBO MAY -1 2 008 , 2 60.0 120.0 ib la ' Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 11207 .0 4, 2008 Washing State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form n ;feri or Liq`I tang Revised July 2007 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. bo8-15 Sons. ortt_ RECEIVED PIAR 272008 PERMIT CENTEFt Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: U Warehouses, storage areas or aircraft storage hangers °Other Qualification Checklist lificati Ch Lighting o fixtures ❑ Check if 95% Note: If occupancy type is "Other" and Fixtures: or more of comply with 1,2 or 3 and rest are ballasted. fixture answer is checked, the number of (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector fixtures in the space is not limited by Code. 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- Clearly indicate these spaces on plans. If tropic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. not qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. I nteri u 2006 Washington State Nonresidential Energy Code Compliance Forms -1 Unit Lighting Power Allowance (LPA 2006 Washington State Nonresidential energy Code Compliance Form Revised July 2007 r T a bl e lb- 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 two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve 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 two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft 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 /ft 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 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three 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). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. 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. P April 15, 2008 Rebecca Milster 1950 Craig Road, Suite 300 St. Louis, MO 63146 RE: CORRECTION LETTER #1 Development Application Number D08 -156 Wet Seal — 2446 Southcenter Mall Dear Mr. Milster, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -156 go P:\Permit Center\Correction Letters\2008\D08 -156 Correction Ltr #1.DOC wer • City of Tukwila it Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4 • Building Division Review Memo Date: April 10, 2008 Project Name: Wet Seal Permit #: D08 -156 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Buildings Division Allen Johannessen, ',Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24)(36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Concerning the full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports, glazing clips are used. Please provide a design prepared by a registered design professional for the store front glazing. (IBC 2403.2 & 2403.3) 2. The egress paths shown on the egress plan shall be connected showing egress paths leading to both exits. In addition the egress paths shall identify emergency illumination along the egress path to include emergency lighting at the egress doorways. Please identify emergency lighting and connected egress paths. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -156 DATE: 04 -22 -08 PROJECT NAME: WET SEAL SITE ADDRESS: 2446 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: 4 Zf49$ Bui ng At" n Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY 4) PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prevention Structural Incomplete Planning Division Permit Coordinator DUE DATE: 04 -29-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: DUE DATE: 05 -27 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -156 DATE: 03 -27 -08 PROJECT NAME: WET SEAL SITE ADDRESS: 2446 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: � 11 ng*O l ki l 64i I I ublic Works � Comments: Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route Documents/routing slip.doc 2 -28-02 op ERMIT • COORD COPY PLAN REVIEW /ROUTING SLIP Iv TUES/THURS ROUTING: Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: C DUE DATE: 04 -01 -08 DATE: Prf 34 H Planning Division Permit Coordinator Not Applicable U No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 04 -29 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D 7 Plan ChecWPermit Number: - DD - / 5 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: W€J Se / Project Address: 2'f �6 Se-e r /h et // t -it &k ; / LOA 9 $/ 8 Contact Person: lee,1 „_ A( Phone Number: $ ad - a33 Summary of Revision: P 5 u) e e_ a4 Q e_ 547.7Y . wtte-i .e_ g1 ae5 41," CO' e_ rod I J L P 202 e s� • _•. 1 - awl a� ' ' 1 Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us City of Tukwila cs'. F414\ (P\ fi'L) Terd a ��e_� b e U e ,. eLetotij,_, 4 0_ Lie. . • • Steven M. Mullet, Mayor Steve Lancaster, Director Fik•..L:vi: • I t PERMIT CENTER Sheet Number(s): A000 Alm Flop VIM AIDi A )DZ q� A3's A A 44 4Da )i A 5itsb "Cloud" or highlight all areas of revision including date o / / Received at the City of Tukwila Permit Center by: Entered in Permits Plus on k-J--- 0 lapplications\forms- applications on line\revision submittal Created: 8 -13 -2004 Review.. April, 2008 • sea Nc WET SEAL / ARDEN B. Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Wet Seal, 2446 Southcenter Mall, Tukwila Permit No. D08 -156 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: 2697? Burbank Foothill Ranch, California 92610 941sgywkAgement to be signed by the responsible officer of the tenant Title: --� Tenant Name: Wet Seal Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2. -- 4 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2. I2_ Water closet, tank or valve, >1.6 GPF 8 4 --* 2 et— Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type L i (40 Property Street Address Subdivision Name 20 SovAi.,c_ov) -lei, 1,i - eq - & A S�yIL 2L_ 'r►�� Owners Name 0. 8 Subdiv. # -- Building Name Sal.k\ Wake V 1 (if applicable) City State ZIP Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1 5, Lot # — Block # Owner's Phone Number (with Area Code) City or Sewer District Date of Connection Property Contact Phone Number (with Area Code) Side Sewer Permit # Qlnner's Mailing Address Pecxew^v i t,kt .l Demolition of pre- existing building? ❑ Yes t .No ictco C-c cc tea. , S4e . 3r-0 S4-- l-n'.& , mio (s)31% A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units I a}' 1 1 (0 RCE Type of building demolished • For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # (41 426 - 6t) [b Party to be Billed (if different from owner) • King County Department of Natural Resources and Parks Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED 27 PERMIT CENTER 1 Ili, Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Repres ive Date 3 _c co — 08 Print Name of Owner /Representative 1058 (Rev 111051 -- -ice White - King County Yellow - Local Sewer Agency Pink - Sewer Customer License Information License JEMCOI *033DD Licensee Name J E M CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601770782 Ind. Ins. Account Id #3 Business Type CORPORATION Address 1 29506 8TH AVE S Address 2 City ROY County PIERCE State WA Zip 98580 Phone 2538432765 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/4/1997 Expiration Date 5/12/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CHIC SA7695 03/01/2002 Until Cancelled $12,000.00 03/19/2002 #2 CHIC SA7695 03/01/1998 03/01/2002 $6,000.00 #1 CI3IC SA7695 03/04/1997 03/01/1998 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date MILLER, JAMES E 01/01/1980 Look Up a Contractor, Elects •an or Plumber License Detail Washington State Department of Labor and Industries 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. 1 Page 1 of 2 https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= JEMCOI *033DD 05/23/2008 RESPONSIBILITY OF WORK GRAPHIC SYMBOLS - . DRAWING INDEX REv DATE y e - DQOTM6 WA - Nor A FIXMLE T - L - LANDLORD Tao - TENART6EIERAL CGHIRAGToR A000 TITLE SHEET L 04/21 /08 ASP1 ARCHITECTURAL SPECIFICATIONS »p.,.::� » »..5�, N f SEAL ,,,.,,, .. ... .,. .. ; DETAIL NUMBER l I T I EARTH N N . • ITEM FORME, 13f METALLED Erf WE? TFIELA CORPORATION # INC CITY ©F UK VILA —DEPT OF CO M N FIY EV.� TUKWIL;A FIRE DEP T E U: 4R M ' '" �t� -' GRANULAR FILL SHEET WHERE A10o DETAIL IS SHOWN _ # ' :.I �, CH ECKED BY: WRB A100 FLOOR PLAN /SCHEDULES /NOTES a 04/08/08 SLAB 2 FLOOR I , »_ I � ». ».�.» 1 _.�,..._ 1 144 AND OVER PAR ITU KWILA WA 9818 ATTN: FIRE MAR �. , ,, »,..m. � ! { .« 206 -575 4404 i , _»» w»»»,» » w.w .,- -- 1 : EA ' H L ... m s 12--_f,', -: :Firs':: ` ' POURED CONCRETE F100 FIXTURE PLAN /NOTES A 04/08/08 „ ,. ..m . .m,_.....� _. _____.. :A:1L STUDS I+ E S 4 DE1 WALL GYPSUM BOARD TG 76G SECTION CUT A J l F101 FLOOR FINISH PLAN DETAIL N S S DTE A 04/08/08 .= -° � CONCRETE BLOCK 5 REPAIRING DEMING WALL GYP5UM BOARD l^ DAMAGI D GR MISSING 76G TGC A101 REF. CEILING PLAN /SCHEDULES /NOTES A 04/08/08 6 INTERIOR PARTITIONS 76G T6G 4 BUILDING CROSS A100 SECTION , /�� FACE BRICK A102 EGRESS PLAN A102 2 04/21/08 1 760 76C STOREFRONT GLAZING KAY STOREFRONT GLAZING SYSTEM (SEE NOTE *I) 760 MG ELEVATION MOO oFRcE M STEEL ROUGH WOOD A200 STOREFRONT PLAN & ELEVATION n 04/21/08 q STOREFRONT REVEALS TOG T&C 10 GALVANIZED METAL AT STOREFRONT 76C TGG >< A300 STOREFRONT SECTIONS A 04/08/08 11 OVIAD ROLLING GRILLE T 7 A400 STOREFRONT DETAILS A\ 04/08/08 12 CERAMIC TILE 7 TGG E W0°D A401 STOREFRONT SIGNAGE DETAILS A500 INTERIOR ELEVATIONS A A 04 /08/08 04/08/08 13 I4 CERAMIC, TILE &ROUT AND MORTAR MALL TILE T66 rGG T6C MG ROOM NUMBER 1 100 �� � KEY NOTE 0 MDO BOARD RIGID INSULATION 15 STOCKROOM VGT d LAVATORY SHEET VINYL r6G r6G 16 11 Is RUBBER BASE LAMINATED WOOD BASE STANDARD FIxTURE SYSTEM TOG T T r6G T6G T60 A501 FITTING ROOM ELEVS. dc DETAILS A 04/08/08 PARTITION TYPE © - A502 TYPICAL FITTING ROOM DETAILS Iq PAINTING *MC T6G DOOR NUMBER Q INSULATION A600 WALL "C" DETAILS 20 METAL FURRING FOR WALL STANDARDS 760 TSC A601 WALL A DETAILS 21 I X 4 WOOD BLOCKING FOR SALES 4 STOCKROOM STANDARDS r60 76G FINISH ITEMS FI Q .. :. .. ' : GYPSUM BOARD 22 23 CHAIRS VISUAL PACKAGE T 7 T6G TOG A602 WALL "D" DETAILS FIXTURE TYPE Q I METAL A603 BACKWRAP DETAILS 24 CABINETS AT BACKwRAP T TGG ELEVATION BENCHMARK S E VVA 98188 2 5 SIGN AT E3AGKWRAP LIGHT COVE T T6G , - - - -, ••••• % % % % %i CERAMIC TILE „.... A 26 CASH WRAP COUNTER 7 TGC REVISION NUMBER Q 7 M100 MECHANICAL PLAN 21 BACK WRAP TOP 4 LOY� CABINETS T TOG ASPHALT DOORS AND HARDWARE TGC - _ _ PAVING M200 MECHANICAL SPECIFICATIONS STOR #0220 DETER ALARM AT REAR SERVICE DOOR T FITTING ROOM DOORS, FRAMES, HINGES AND LAMINATE T SEPARATE FILE COP PERMIT AND / APPROVAL. FITTING Roots LOCK S E T S LEASE LINE P100 PLUMBING PLAN CI CO FITTING ROOM HOOKS AND TOWEL. BAR FITTING ROOM PARTITIONS T T P200 PLUMBING DETAILS 6 . 1 EXISTING DHr115ING PARTITION FITTING ROOM HOOKS AND TOWEL SAR WOOD BACKER TGG -- 1 I HANDICAP FITTING ROOM BENCH T NEW DEMISING PARTITION . t Permit �� .___ NS Par review approval S �• No Changes shall be made to the scope of work without QUIRED E100 ELECTRICAL POWER PLAN A 04/08/08 FITTING ROOM MIRRORS TGG LARGE FITTING ROOM MIRROR IN HALLWAY BACKER T EXISTING PARTmoN E101 ELECTRICAL LIGHTING PLAN A 04/08/08 PARTITION OR MATERIAL. TO EE REMOVED • MIRRORS RS IN HA LARGE FITTING ROOM MIRRORS IN HALLWAY T6C , - dOBS prior approval of Approval Ot oon� Tukwila Building Division. the violation of arty adopted �• NOTE: Revisions will require a new plan submittal SEPARATE PERMIT REQUIRED FOR: � L� McChan3c�l [� iPlumbing as Piping T -mN LBUILDING DIVISION E102 ONE —LINE DIAGRAM & SCHEDULES 0 04/08/08 L GRID A7 STOREFRONT T • SOUND SYSTI N SPEAKERS, AMP 4 DECK T , at aPPTO Feld Copy and _ and may include addit plan review fees. E103 ELECTRICAL SPECIFICATIONS A 04 0s 04/08/08 / / a V SOUND SYSTEM WIRING STOCKROOM STANDARDS, HANG RODS AND SHELVES T T 1- 2 By Date: Z NEW FULL HEIGHT PARTITIONS, MIL. STUDS # FINISH TO CEILING MOBILE STORAGE UNIT, MICROWAVE, RIS'RI&ERATOR, BREAK TAB 4 SAFE r SAFE RELOCATION = T T�SG T6G Of Tukw P � -- DlVIS �� AT THE TIME OF SURVEY, ALL DEMISING WALLS WERE NOT BUILT. THE GC NEEDS TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND REPORT ANY DISCREPANCIES. = N13N PAR7111ON5, MIL. 5TUD5 AND GYP. BD. 570n SHORT of CILING 44 : 1 C ! ` FIXTURES T T6G 41 5ALE5 AREA WALL STANDARDS T TGC - NEW Ott -HOUR PARTITION 46 ALL SGR S, CONNECTORS, BOLTS, ETC. T&C TGG 4q T Y SALE'S AREA HANG RODS, E3RAGKETS, FAGS OUTS, ETC. (5i 50 FIRE EXTINGUISHERS (2 REQUIRED) T&G CODE REVIEW SITE LOCATION PLAN SPACE LOCATION PLAN 51 UNISTRUr TRACK 4 5U5PEN ION SYSTEMS T6& r 52 53 LIGHTING FIMURC5 AND LAMPS EXIT LIGHTS T T 8 8 CODE COMPLIANCE . CODES: BUILDING 2006 INTERNATIONAL BUILDING CODE PLUMBING: 2006 INTERNATIONAL PLUMBING CODE MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE ELECTRICAL; 2005 NATIONAL ELECTRIC CODE ENERGY: 2006 WASHINGTON STATE ENERGY CODE CONSTRUCTION TYPE: II -B UNPROTECTED USE GROUP CLASSIFICATION: MERCANTILE OCCUPANCY LOADS: SA FLOOR 2976 SQ. FT. DIVIDED BY 30 - 99 FITTING ROOM 336 SQ. FT. DIVIDED BY 30 = 11 BACKROOM 665 SQ. FT. DIVIDED BY 300 = 2 TOTAL 112 OCCUPANT SQUARE FOOTAGE: SOUTHCENTER MALL 1:::)0g2,) WET SEAL SPACE #2012 3977 SF APPROVED �qp,Y - �� 54 EN�3R6ENGY LIGHTS .-- SPRINKLER SHOP DRAWINGS * SYSTEM * PERMIT T G ELECTRICAL PANELS 4 TRAN5FORMER TGG D C RIGAL CONDUIT WIRING TGC T6G CORNER GUARDS Of Tu I x 4 BRACKET STOREFRONT SG BRAG �E�IE T _sty E !: it IN1 §ION 60 STEM FRAMING FOR 5I6N SUPPORT T6G T6G 61 STOREFRONT SIGN PERMIT T&C 76G CO b2 FROIT:6IONAL GLEANING T6G TGG 63 64 HVAL SYSTEM WAG UNIT T6G T TGG 76G �,� 7� ' #P p �� I 65 VAV BOX T 76G ; ' � S Yx 66 HVAG THERMOSTAT MEIN HVAG UNITS ONLY) T TGC �: � ,: a " :�� x ,,'° � s \ � k v ns 3 h �3 Y °` K z' 5 67 VAV CONTROLS T6G TGG f` " ay CC , d 1 �uzurc 68 PLUMBING TGC T6G a u� v k = 61 RE5ECL RE EXISTING L ING 1=1XTUrS T6G T6G x' - � �3: ki WE 74- : j 10 PLUMBING FIXTURES T6G T6G s € 11 12 FI E ELECTRICAL WIRING RUN TO SPACE (SEE NOTE 1 ELECTRICAL CONDUIT RUN TO SPACE (5E E NOTE 5) E E TGC T6G �' } ,M NORDSTROM ■ SALES FLOOR 2976 S Q. FT. FITTING ROOM 336 SQ. FT. STOCK ROOM 265 SQ. FT. RESTROOM 116 SQ. FT. EXIT CORR. 228 SQ. FT, NON USABLE 56 SQ, F r. T OTAL 3977 SQ. FT. FIRE SUPPRESSION SYSTEM: YES X NO ❑ SCOPE OF WORK: TENANT INTERIOR FINISH NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 2 r f t : ::w w w ` 9 s " JCPernsy ; ;F = x � E nct I � . 4, ti c • - -5 WIRING RUN TO SPACE (SEE NOTE *5) E T6G s — 14 TELEPHONE CONDUIT RUIN rO SPACE (GEE NOTE 115) E 76G '' <: l ye . a Ear 5 €z520.. r x y, a t x ,. � � y'' � I t ° 15 16 SEWER STUB INTO SPACE (SET NOTE #5) SPRINKLI� SYSTEM STUB-IN (SEE NOTE #5) E E T6G TGG , � " = �� ; , I } s _ - _ 51, � x x \ - ; � s ! , t , . I . <, a ti ■ 11 RATED CEILING TILES IN STOCKROOM N/A WA ±�( Il Z W (soil) iffiskuinze. I. LIKE MATERIAL MAY 9.4557111/TED WITH O ZS APPROVAL 2, TGC TO RECEIVE AND VERIFY CORRECT 3. ANY ITEM NOT SPECIFICALLY LISTED ABOVE AND SHOWN ON 7FE5E DRAWINGS SHALL. E31' TOG LL EE 4. ITS�IS LISTED ABOVE AS SUPPLIED AND INSTALLED BY TENANT SHALL BE COORDINATED BY T60 5. T6G TO FIELD VERIFY EXISTING. * GG TO VERIFY PRIOR TO SUEMITTING BID. T6G To VERIFY AND COORDINATE WITH MANUFACTURER *a * PROVIDE SUSPENDED GEILINS IN STOCKROOM ONLY IF REQUIRED BY CODE. .s� �� x a � # i.�}f. }.P 2,' ; ' flk, ^mM. µµ ' ¢¢ , ' V r ay £ K f - 1 � •rte f yr» F � k ° »» { ,� : F 4 x AV ? a d 8! N ` 7 5 .. ..H . € ° „ • • • a It . . 1 PR :Fir �, p., j^�, [ ? - k tq f1 ..� " ' Gri . : etcl�� •� , ►� ,r t lllx J w -. - w _ . ..J � R E C T; O N APR 2 7 nr� 1 ��. � � € I7 5 I� k 9 T Rif . . _- CFNTI -R k ,aonm NUMBER OF RESTROOMS REQUIRED: 2 NUMBER OF RESTROOMS PROVIDED: 2 = - - `'�' 1ilmiliiRIIIIINIIIIIIIIr No PER WET SEAL, LANDLORD HAS 10 WORKING DAYS, FROM DATE OF RECEIPT OF CONSTRUCTION DOCUMENTS, TO REVIEW. = Q CO _ lW(flI ?IIJ3ItIl1E flW FIRE SPRINKLER DRAWINGS UNDER SEPA COVER 3,,.... -. L N f , .» wm-�xvvnvmv.✓ ''`Q' LORD . I [ 1 # I ? . # A• ` ,..,,,,. G+Y ..,.....,�,,,.... ++r++rv+vnv/iv»»r. .w .ry ., C r v ,.v ,..,v, » »q,y »v 2,..,..».:.,...,... ,..,,..:.,.+w,..,.,,,,,,-n;,,,� , t BUILLIN DE BFI E DEP ARTh/ . 13 �++++ 3 ENT G W I »,, .,.,.., �. . E.,,.........,Y�.....,...... 5...•.�.. EB ' A ,. »p.,.::� » »..5�, N f SEAL ,,,.,,, .. ... .,. .. ; I hereby certify that Y Y these Were d er m by or Y u and e i d t th . best of my know ledge, comp ly with all codes. I am a dul registered architect under the laws of the state of WASHINGTON as signified b my 9 Y hand and seal. I ... REV PROJEC NO 080326 DATE DESCRIPTION NAME ..... .. .. y. . d......,.... �, �....... ............. .............�......,...,,..... .................... 04/08/0 COMMENTS RLM 8 LL DRAWN BY: RLM WE? TFIELA CORPORATION # INC CITY ©F UK VILA —DEPT OF CO M N FIY EV.� TUKWIL;A FIRE DEP T E U: 4R M I W SEAL 1 # BAR � ITECT C d _ # ' :.I �, CH ECKED BY: WRB 1 � 3 . 11 601 WILS B VD =, TEL 1 ` 0D I � �..»„.,,, ... ., ..m, # w~., ». LOS ANG C A 0025 I »w„ ,» , r , ,,r, ». » ATTN: BROOKE EMERSON =CERNIQ Q LIB , r , � 4. f � � ( TEN A N T S ERVIC E S ASSOCIATE; ; ,,.»,.. � »..�,.�.,., — i I 31 893 - 4 61 � =6300 », ` TUKWI 3 » # - ,,,},.. SO B » »». IWA 9 188 �, �„»»»,,..., ,�.,,,�,», A TTN: DAVE LARSON r � ..�.. »,�._ �.».. PLAN RE E R .# . — 31 20 3f 78 fi V Er 10 0 �, ».»».»�»..».:.. »»,. x { ... y � s ... I r �,.,, � f I , »_ I � ». ».�.» 1 _.�,..._ 1 144 AND OVER PAR ITU KWILA WA 9818 ATTN: FIRE MAR �. , ,, »,..m. � ! { .« 206 -575 4404 i , _»» w»»»,» » w.w .,- -- 1 : EA ' H L ... m s # ... _ ».. ., 1- _ E I � s � 1 _ y2697 BI RBANI AD, Ft0 X00 LDU ...»».. .� ». .�.,» IFOOTH LL RANCH CA 92 10 1 PH. (314 -2400 F' (3114) 2300 f ,�. ATTN: 1RIC D CH ►MBER H - 1 l eAI , # x ... �... �... .. r ... �, a � .,. 1 t � � � i ...ti... 4 ..� € g , � - PROJECT MA 33 # » x _ . , � ».» I �.,.. ., � .».�,»»... , �.. y. .... ._.....» ...._._ 9 40-- - 47231 » � �, »......,,.�..� wwwarcvco � w ,w " I m � gg ( f .- E /J� ,, # „ applicable ( , �. � � .• ,e »'`• ISSUE �..� w �� # I { f �» w ».,.,.,.... M ... ». , ...,..M.�....._.,.._� F # t DATE „ ,. ..m . .m,_.....� _. _____.. �� 2� a5 TITLE SHEET - - -- - � I . �.» �. �. .�..,,�,�. » „�.. » »,,, ». »,.,., SPECIRCAiiONS GENERAL CONDTflONS 1. General Conditions of the Contract for Construction,' Document A -201, by the American Institute of Architects, most recent edition, relates to the work of this project and is hereby incorporated in and made a part of these drawings as though contained in these drawings. 2 The general contractor is responsible for obtaining the necessary number of copies of Document A -201 and to acquaint himself with all articles contained therein. In addition he is responsible to notify and apprise all subcontractors, suppliers and any other parties that wit contract to individuals or agencies engaged on the work to its contents. 3. The term 'contactor' shall mean the tenants general contractor. The term 'Tenant' ion r G shall be the owners representative from as sled in the project direct The term 'contract' shall be the construction contract between, and signed by both the owner and the general contractor. The 'drawings' shall be the most recent architectural, electrical, mechanical, and plumbing drawings. The bidding documents shall be the drawings, specifications, bidding instructions, and any issued owner documentation. The tarn arc'itect or engineer refers to Araiisian Inc. The term landlord refers to the owner, manager, or tenant coordinator of the retail center where the store is located. 4. No contractual adjustments shall be due or become exigent as a result of failure on the part of the contractor to fully acquaint himself and all other parties to the General Conditions of the Contact for Construction or the contract 5. All work under this contract shall comply with the provisions of the specifications and drawings. 6. M work under this contract shall satisfy all applicable codes, the ordinances, and regulations of all applicable governing bodes involved. My modifications to the contract work required by such authorities shall be brought to the attention of the owners representative before proceeding. All permits and licenses necessary for the proper execution of the work shall be secured and paid for by the contractor pior to the start of construction. Applicable codes include, but are not Emited to as listed on title sheet 7. No additional sums or additional days shall be approved over and above the contract price and schedule unless the contractor receives an affidavit or approval as is listed in the contract and signed by the tenants representative. Any requests shall be submitted to tenant in writing allowing sufficient time for tenant to review so as to not affect the projects schedule. 8. All bidding contractors and their subcontractors shall field verify & immediately report any discrepancies an the bidding documents to the tenant before submitting their final pricing. Any discrepancies reported afterwards be interpreted by the tenants representative. The tenants representatives interpretation shall be final. 9. After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. My discrepancies, errors or omissions discovered in the contract documents or job site conditions shall be brought to the attention of the tenant otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. Do not scale plans. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings -except for the size of structural members. Shop drawings and layouts take precedence over architectural in regards to millwork dimensions. 10. All inquires and concems during bidding, construction and completion stages shall be addressed to the tenants representative as listed on the project directory or the tenant construction department My information or interpretations obtained from any other parties or departments are no more than an opinion and may not be honored by the tenant representative. My work performed without tenants representative approval will be taken down and redone to the tenants representatives satisfaction. 11. The tenant without invalidating the contract, may order extra work, after, add to, or deduct from the contract work. The contract sum will be adjusted according. 12. The tenant shall have the final approval on all items of this contract My items directed by the landlord verbally or in writing that affects the stores drawings should not be performed unless additional approvals are received from the tenant. Landlord and city revised drawings issued directly to the contractor from the mall should not be followed unless approved by the tenant Advise the tenant of any discrepancies immediately. 13. The contractor shall verify with the tenant that he has the most recent drawings before commencing with construction. 14. The contractor shall be responsible for receipt, unloading, storage and subsequent protection of all items famished by tenant during construction that are to be installed by contractor. Reins provided by the tenant shall be listed in these drawings or as presented by tenant Tenant material arriving at the project site during construction at any standard working hours shall be accepted by the contractor. Failure to do so may result in a back- charge to the contractor for storage and additional delivery charges to the contractor. If the contractor wishes to revise the tenants delivery schedule, he may reasonably do so at the time the contract is awarded; however, this is providing materials are made or not yet shipped all materials shall be immediately inventoried for quantities prior to signing shipping receipt. 15. The contractor shall perform material take offs of all material, indudmg tenant furnished materials. if contractor is in disagreement with material quantities that the tenant has furnished, he should contact the tenant immediately upon receipt of materials. 16. Procedures for receiving tenant supplied materials and fling freight daims: Step 1. Upon delivery of freight, the contractor shall pull all packing slips and verify that the number of cartons received matches the number of cartons shipped, per the freight bill. A. If the quantities match, the contractor shall note any visible damage, or suspected hidden damage to the cartons on the packing bill. Have the truck driver cosign the packing bill and notations. Obtain the local telephone number for the delivery terminal and a contact name for filing a freight claim from the driver. If the driver refuses to cosign the padding bill, refuse the delivery and contact the tenant B. If there is a shortage on the delivery, mark the quantities received on the padding bill and have the driver cosign the natation. Obtain local telephone number for the delivery terminal and a contact name for filing a freight claim from the driver. If the driver refuses to cosign the packing bill, refuse the delivery and contact the tenant. Step 2. Upon determining the missing or damaged items, contact the appropriate vendor as fisted in the project directory. Relay the following information: Freight bill number, Est of damaged or missing items, freight line, telephone number, and contact. Have the vendor send you replacement items. M items shall be sent ground unless you receive approval from tenant to air ship storages. Step3. Return noted freight bills to the appropriate vendor. These are essential to the claims process. Do not use or discard any damaged materials. Keep all damaged materials in their original packaging. Most freight fines will either require inspection of damaged items or will pick up damaged items for salvage. Contract shall coordinate all such inspections and /or salvage pickup. Step 4. Hidden damage is difficult to prove regarding freight claims. A. Therefore, if a shipment is delivered in tact with no visible damage, a sampling of cartons or packaging should be opened - at lease partially - and the contents inspected thoroughly. Failure to inspect freight at delivery constitutes negligence and assumption of Iiabitty for damaged freight by contractor. B. If hidden damage is discovered after delivery, the contractor shall contact the local freight terminal and request an inspection of damaged materials. This request must be made in a timely manner. Freight Ones usually honor a claim of this nature if its made within 10 to 15 days after delivery. C. The contractor shall maintain (at the job -site) a freight 'logbook' for the purpose of recording delivery and receipt of all owner furnished items. More essentially, the contractor shall keep accurate and complete records of freight loss, damaged and or shortages. If all these aforementioned procedures are not effected, the contractor may be liable for items that are replaced and or reshipped. 17. If any materials received from vendors are defective, contact the supplying vendor immediacy upon the discovery. Have the vendor send you a replacement via ground transportation. At the vendor option, return the defective part via freight collect or third party billing to the vendor. Do not discard the damaged item until approved by tenant. If the item is discard by contractors and tenant is re -billed for the replacement part, the contractor may be subject to a back- charge for the item and freight at the discretion of the tenant. 18. The contractor shoo erect a temporary barricade in a form acceptable to the landlord protecting the contents of the store and the customers in the mall. The barricade shall be dust tight and shall eliminate danger to persons outside the job site. 19. The contractor shall make provisions to provide for the removal all construction debris. The location of the trash dumpster shall be coordinated with the tenants landlord. Trash stall be maintained in the space. Trash shall not be allowed to accumulate. Trash shall be removed an a daily basis. 20. The contractor shall provide all necessary temporary utilities up to the merchandising date as required for the proper construction and all city inspections of the store. This shall include electrical, gas, water and a construction telephone. If utilities are not map supplied, contactor shall provide to tenant telephone numbers for all utilities that must be in tenant name on merchandising date. 21. Contractor shall _protect all work in place that is to remain of be reused in other portions of the store. This indudes mall common areas. 22. Manufactures names are listed herein to establish standard of quality. The products of other manufactures will be acceptable if in the sale opinion of the tenant, the substituted material is of a quality as good or better than the material specified and will serve equal efficiency and dependability in the purpose in which the item is intended. Any material installed as a substitute, without first being approved by the tenant, shall be removed and replaced with the specified material at the contractors expense if disapproved by the tenant 23. M manufactures articles, materials and equipment shall be applied or installed as recommended in the manufacturers specifications. All items, unless speccaly fisted as reused items, shall be new and free from any defects. All Eke materials shall be from the same manufacturer and quality unless otherwise noted. 24. M work performed under this contract shall be by competent experienced workmen skilled in the trade they are performing and executed in an orderly and neat workmanlike moaner. 25. Guarantee: M materials, equipment, woriinanship and labor an tenant furnished materials shall be warranted for one (1) year after the later of substantial or date of acceptance by tenant The completed system shall being fully operational is a condition of this contract This warrantee shall be for work or items becoming unserviceable or objectionable in appearance as a result of being defective, improperly installed or non - conforming. 26. Shop drawings and catalog data on all major items of equipment, systems, and other such illustrative material as may be considered necessary by the tenant, shall be submitted by the contractor to the tenant in adequate time to prevent delays and revisions during construction. 27. Upon completion of the work, contractor is to obtain a certificate of completion from the landlord and a certificate of occupancy and all necessary approvals from local building departments or other authorities having jurisdiction over the project. both certificates shall be submitted to landlord and tenant 28. Temporary fire protection: The contractor shall provide and maintain fire extinguishers and other equipment as necessary for proper fire protection during construction. 29. The contractor and all subcontractors shall inspect the job site prior to submitting a bid to tenants representative. M items shall be included in the base bid to achieve a final product as is shown on the drawings. This includes, but is not limited to, The fallowing: concrete flooring preparations, demising wall gypsum board extent and condition, electrical panel boxes, electrical, water, sewer vent and telephone conduit to the space, any landlord required energy system, any landlord or city required fire protection system, ceiling height obstruction, required fire proofing, delivery staging areas, floor slab x- raying for hidden conduit and pipes, roof penetration requirements, space dimensions, demolition and map structural requirements for tenants new equipment. Discrepancies shall be brought to the attention of tenants representative prior to or on the bid date. Extras will not be allowed for job site conditions after the commencement of construction that were readily visible, in the sole opinion of the tenants representative. The contractor is responsible for informing all subcontractors of this requirement when during the bidding process. 30. All screws, nails, dips and other attachment devices for the entre project, including owner purchased items, shall be supplied by the contractor. 31. Sign manufacturer shall submit, under separate cover, situp drawings to landlord far review. 32. Contractor shall carrier insurance on the project meeting the more stringent of tenants contract or landlords underwriters requirements. 33. Contractor shall contact landlords representative immediately upon awarding of project to schedule a pre - construction meeting. CONTRACTOR MUST HAVE IN HIS POSSESSION A COPY OF THE LATEST CORRECTED CONSTRUCTION ION DRAWINGS AS APPROVED BY THE TENANT ARCHITECT. AIL BLDG. PERMITS AND UST OF SUBCONTRACTORS. 34. No manufacturing names or logos shall be visible on the finish surface any product M visible advertising information, names of logos shall be removed and repaired by contractor. 35. Contractor shall have and enforce subcontractors to provide enough quality persons to complete the project as scheduled 36. Unless otherwise noted, directions listed in these specifications and drawings shall be considered addressed to the contractor. 37. M work in these documents shall be performed in accordance with Landlords and local authorities regulations, 38. Contractor shall maintain safety standards in accordance with OSHA and good standard construction practices. 39. Drawings and specifications are complimentary. Any requirement found in one shall apply as if found in both. 40. Contractor agrees to protect, defend and hold harmless Tenant and Architect against all loses, cost and damage to any persons or areas in conjunction of the performance of this work. 41. Contractor shall pay all associated improvement taxes associated with work. 42. The complete project shall be professionally cleaned prior to acceptance date. The cleaning shall be completed by an independent subcontractor specializing in such work Cleaning by the superintendent or other trades is not acceptable. Cleaning shall include all areas including punch -list work. 43. Contractor shall immediately, upon award of contract, order all long lead items required far contractors portion of work. Additional time and substitutions will not be allowed because of contractors failure to order said items or timely award contracts to subcontractors. 44. All trades shall be under contract to the general contractor within 10 days of contractors execution of a contract for this project with tenant. 45. All work listed in these drawings and specifications shall be by contractor unless specifically listed by others. 46. Execute work in such a manner as to avoid hazard to persons and property. 47. ALL TENANT'S WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMAN -LIKE MANNER ACCORDING TO BEST TRADE PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW AND ALL CONSTRUCTION SHALL BE IN GOOD AND USABLE CONDTflON AT THE DATE OF COMPLETION AND /OR OPENING OF THE DEMISED PREMISES FOR BUSINESS. 48. General contractor must provide a superintendent on site during all phases of work. 49. Sign manufacture to supply sign shop drawings to landlord for approval. 50 General contractor shall provide a trash container for use by au trades for removal of construction debris from the start of construction to five days after the store is open. Location of trash container must be coordinated with the landlord. 51. General contractor shall be solely responsible for all trash removal from the demised premises at the end of each working day. 52. General contractor stall cansuft and coordinate with landlords on -site operations manager in all natters of workmen parting. delivery and storage of makdials, safety protection, trash removal. use of temporary fac+iUes, and other such operations in advance. DEMOLD1ON 1. Contractor is responsible for any and all demolition required to accommodate tenants design. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of dernoltion required prior to formulating base bid 2. Unless otherwise noted on drawings, demolition to include the removal of the entire existing storefront (within the lease line to the structure above); existing mall flooring, partitwns,existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, shelving units, conduits, ducts, roof HVAC units and any additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any question as to if the item is to be removed or you do not see a replacement shown in the drawings, contact tenant before removing the item. No unused items are to be left behind walls or above ceiling. The roof shall be patched to the landlords satisfaction for any removed items. 3. The contractor shall coordinate with his electrical subcontractor to disconnect the electrical system at the disconnect switch prior to demolition. If the existing distribution system is to be reused (transformer, panels, disconnect switch,..), the electrical subcontractor shall disconnect electrical system home runs at the pond box as directed by the contractor. 4. tf the existing HVAC unit is to be removed, the contractor shall coordinate with his mechanical subcontractor to detach all sheet metal plenums and ducts to the unit and tum off the gas connection to the unit if applicable. 5. If the existing sprinkler system is to remain and be reused, the contractor is responsible to coordinate sprinlder shut down with the landlord prior to demoltion of items that could rupture the system. The contractor shall pay all associated fees with the shut down. 6. Contractor shall make provisions for the removal of all debris accumulated during demoF6on and pay all costs as arise for their proper disposal. 7. Do not it interned existing utTrties serving of any occupied ar used facilities except when authorized in writing by authorities having jurisdiction. Contract with landlord to provide temporary services during interruptions to existing utilities. 8. Noise control: Conduct work with a minimum of inconvenience to other tenants and landlord 9. When cutting and burning with oxy- acetylene or arc torches, the areas in which work is being performed shall be made tire safe by the contractor. The contractor shall obtain permission from the landlord to use such equipment. CONCRETE 1. Ready -mixed concrete ASTM C94-69 2. Materials: a. Portland cement: Type 1, ASTM C33 69. b. Fine aggregate: ASTM C33-69 c. Coarse aggregate: Table II, sae 57 ASTPJ 33 69 d. Water: Portable, clean and fit to drink e. Bar reinforcement: Grade 4Q ASTM A616 68. f. Welded wire fabric ASTM A185 69. g. Admbdures: Pozzalith or equal as manufactured by Master Builders Co. 3. Proportion concrete to development 3,500 PSI at 28 days and have a maximum slump of 4 1/2 ". 4. Maximum cement content 5 1/2 bags (5170 per cubic yard. No water is to be added after mixing and slump test. 5. Bar reinforcements: size and place as approved by Landlord and as required continuously overlap 24" and tie at spaces. 6. Provide bars at comers. 7. Installed on 6 mil polyurethane vapor barrier on grade utilizing 'Zero Perm' tape on all seams, penetrations and punctures. 8. Install a 5' minimum and compacted fill to 95% modified Procter test over vapor barrier. Subgrade shall be level prior to pouring slab. 9. Install 6X6 No 4 each direction welded wire fabric, lapped 12" and tied. Welded wire fabric to be set on chairs at mid thickness paint of slab at 48' o.c. in both directions. 10. Finish slabs to a level condition to accommodate finished materials as shown in these drawings. Finish material elevations shall be flush with malls finish material surface with no noticeable ramping or elevation changes. 11. Cure slabs with chlorinated rubber liquid membrane curing/hardening compound to the exposed concrete. 12. Float slab and Finish surface with steel trowel after water sheen has disappeared, dusting with dry sand on cement is not permitted. 13. Provide covering, heaters and or fans to assure optimal curing conditions far the first seven days as per ASTM standards. 14. Install control joints at each column line and no more than 25'-0' in each direction. 15. Install expansion joints as required by mall conditions. 16. Contractor is responsible to flash patch, scrape or grind the new or existing concrete stab to provide a smooth surface free from holes, bumps ridges, valleys, ar racks prior to the application of any finish flooring materials. 17. Contractor shall back-fill any trench required as required to return the slab to its original condition or better if required for floor finishes. 18. Contractor shall back -fill any trenching required to return the slab to its original condition or better if required for floor finishes. METALS 1. M storefronts shall be assumed to be self supporting and erected in this manner unless specifically approved by landlord. 2. The design, fabrication and installation of all miscellaneous metal lintels, supports, sheet metal, exposed steel columns, exposed steel strapping, steel angles and framing required for all work, shall be the responsibility of the contractor. Shop drawings, if required, of such miscellaneous metal work shall be supplied to the landlord and tenant for approval. 3. Metal stud system: All interior partitions shall be constructed as follows: a. For partitions up to and including 12'-0' in height, use 3 518' 25 Go. studs at 24' o.c. b. For partitions above 12'-0' in height, use 5 1/2' 20 Ga. at 2e o.c. c. For storefront framing, use 3-5/8 18 gage at 16' o.c. d. For demising wall studs, use 6' 20 gage at 2e o.c. e. For walls supporting an HVAC unit, use 6' 16 gage studs at 12' o.c. f. My exposed hat channels shall be 20 gage centered as shown on drawings. g. My member listed as structural shall be not less than 16 gage and spaced as to support the required loading. 4. Framing on all partitions listed on drawings as 'to deck', shall be extended to the underside of the structural deck above and be sealed to the deck with non-combustible materials. Demising walls and stockroom walls shall always be sealed tight to deck. 5. Railing grille, if applicable, shall be self supporting. Lateral bracing is allowed as approved by landlord. The design fabrication and installation is the responsibility of the rolling grille manufacturer. Contractor to coordinate tenants grille installer. 6. M welding to landlords structure must be approved in writing by landlord. 7. Reveals shall be sized as noted on drawings. All reveals shall be 16 gage minimum metal or aluminum. M shall be pre - finished interior and exposed edges. Install all reveals so edges are flush with finished surface. 8. M exposed sheet metal shall be 20 gage galvanized. 9. My recessed metal strapping for support of wall standards shall be 18 gage. 10. Framing for any deck shall be 18 gage 6' metal studs at 12" o.c. 11. Hanger wire: 9 gauge galvanized and 16 gage tie wire with USG dip anchorage or equal. 12. Storefront Steel: Shall be 1/4" thick cold roped steel as listed on these drawings. 13. Connectors: a. Screws on clear anod. alum. sheeting!: 1/2' counter sink w/ zinc finish. b. Log bolts: 3/e x 1 1/2' hexhead zinc by Crown Metal. No exposed markings on bolt head. 14. Hales in other work: Provide holes required for securing other work to structural steel members, as approved by landlord, and for passage of other work through steel members. Cut, dull, or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by any burning methods. MISCELLANEOUS METALS 1. Miscellaneous metals include items made from iron and steel shapes which are no part of the structural steel support system These include, but are not timiited to, band steel, strapping, mbe columns, plates, readed fasteners, and channels. 2. All ex o steel elements shall be cold rolled steel ASTM A 301 grade 'A' regular low carbon. 3. Provbe fasteners type, sizes and material as required for all ' ation indicated. Exposed fasteners shall match that called aut far in metal section of these specifications. 4. M exposed steel to receive one coat of clear sealer, matte finish, to prevent rusting. Contractor to use a product intended for this use and apply as per manufacturer s instructions. 5. Fabrication: Use materials of sizes and thickness indicated or, if not indicated, provide as required to produce strength and durability in finish for use intended. Work to dimensions shown, using proven details of fabrication and support. 6. Form exposed true to line and level with accurate angles, surfaces, and straight sharp edges. Ease exposed edges to a radius of approximately 1/32 unless otherwise shown. Form bent metal comer to a smallest radius possible without causing grain separation or otherwise impairing work 7. Weld connection points continuously complying with AXS recommendations. 8. Provide anchorage of type required for a secure and complete installation coordinated with the supporting structure fabrication and space anchoring devices top provide adequate support for intended use. 9. Remove scale, rust, and other deleterious materials from metal prior to applying shop sealer. Apply sealer at a consistent rate of 2.0 mil. 10. All exposed steel for sign canopy shall be 1/4' thick cold rolled. Steel turning comers shall be bent, not cut and weld GYPSUM BOARD and PARTITIONS 1. M gypsum board shall be 5/8' USG or equal. 2. Gypsum board used on the demising walls, egress corridor, stockroom walls or storefront, or any part of the structure requiring fire protection, shall be 5/8' type 'X' fie ruled. 3. All joints, nail holes and comers shall be floated three times allowing proper time for each to set up. 4. Gypsum board materials: a. Gypsum board by USG or equaL Use 5/8" with tapered comers. b. Acoustical Sealant By Tremco Manufacturing or equaL A non - drying, non - skinning, permanently resilient, synthetic rubber based with 'gunning' at 20 degrees characteristics. c. Joint compound and tape: By USG or equal installed in accordance with manufacturers specifications. d. Casing and corner beads: Standard galvanized as manufactured by USG no. 201A or equal (P00) e. Drywall screws: Rolled farm channel type; minimum size 1 1/4" flanges hammered heads hot dipped galvanized; 25 gage minimum. f. Comer beads: 'USG' Dure-bead #101. or approved equal. 9. Edge beads: 1200 B metal trim. h. Tape: 'USG' perf -A -Tape with Durobond joint compound 5. Finished product shall be free from any defects. All joints, nail holes, exposed edges and corners shall be floated and sanded so as to not be noticeable upon inspection. 6. Fasteners: Self - drilling, self - tapping screws of cadmium - plated steel 1 1/8' for single ply and 1 5/8' for double ply gypsum board. 7. M walls shall be plumb within 1/4" on any 10'0' run and square. 8. M dimensions on plans are to be finished gypsum board edges, not to framing. Unless otherwise noted. 9. Provide comer beads on all exposed corners. 10. Install casing beads on all exposed edges of drywall and where drywall meets dissimilar materials. 11. Fasteners shall be 6' o.c. at edges and 8" o.c. intermediate. 12. Contractor shall cover repairing, floating or replacing demising wall gypsum board in the base bid to bring any existing work to a like new condition. 13. All furring channel clips shall be heavy gauge galvanized wire by the manufacturer of the furring channels utiized. 14. Reveals shall be extruded aluminum of sizes and shapes as indicated in these drawings 15. Erect partition framing plum and true to within 1/8' in 12 " -0". 16. M door openings shall be double studded to comply with 'gypsum construction handbook by USG- latest edition. Double studs s be security anchored to the jamb and head with anchor caps to each door by screw attachment 17. Install sir exit fig blagk'mg and brodn f uipme na a an simil r work as requir mate )ocaban of wail mour i tems supp `Ted y tenant or over contractors. 18. Install exposed gypsum board with face side out Do not install imperfect damaged or damp boards. WOOD 1. M wood framing, blocking, decking, etc., shall be of fire retardant lumber. No wood or combustible material of any kind shall be allowed above the ceiling. 2. Particle Board: M particle board shall be high density industrial grade. All exposed edges in cabinetry shall have a 1/2' thickness. 3. Plastic laminate: All plastic laminate shall be 1/16' thick vertical grade high pressure laminate unless otherwise noted an drawings. Refer to material schedule. 4. Plywood: A Plywood shall be A -D or C -D depending on the application. Exposed veneer applications shall be A -D. Construction, blocking, or furring plywood shall be C -D. Plywood shall be fire retardant as required by code. B. MDO plywood shall be C -D with a single face of Kraft paper veneer. M joints shall be taped and floated. C. Plywood exposed to exterior elements shall be marine grade. D. All exposed plywood edges for finished products shall have a 1/4' birch hardwood edge. E. Birch plywood face shall be A -D grade firsts'. 5. Provide fee treated wood blocking on any item indicated or as required. 6. M carpentry and millwork items shall be set level and true. 7. Seasoning requirements M rough and finished lumber used shall be lain or air dried to 15% max. moisture content, marked KO', or dried to 19% max moisture content and marked 'S -DRY'. 8. M finished hardwood shall be grade 'firsts'. 9. Provide UL label on each piece of fire - retardant treated lumber. GLASS 1. 1. Storefro Gla nt ng glazing shall be fully tempered and conform to ANSI 797.1, federal standard 16 CFR, categories I and II, as well as all local authorities have jurisdiction aver project. 2. Warpage: Vertical bow or warp of glass panels shall not exceed 1/4" in 120" or prorated amount as measured from glazing head to sill with a straight edge parallel to glass. Glass panes adjoining each other shall be level with no noticeable bowing. 3. The following tolerances are used to assure high quality surface appearances and consistency in edge -work (Where glazing edges are exposed). A. Seamed edges: The minimum edge -work for tempered glass is the removal of the sharpness of a clean cut edge by a approximately of 1/32" (0.8 MM) to 1/16- (1.6 MM) by seaming the edge. Chips equal or greater than 1/32" (0.8MM) beyond he seam onto the surface of the glass are not permissable. B. Fat ground edge Grinding produces a dull matte finish. The glass edge is carefully machined flat, with a ground finish. Then a ground seamed edge is applied to the glass to complete the process. A flat ground edge is available for all glazing thickness of 1/4' or greater. C. A polished edge is available for all thickness of 1/4' and greater. The edges are flat ground seamed then polished to produce a surface similar to the face of the glass. 4. Storefront glass panes on this project shall not have gaps greater than 3/16' between panes and any glass pane and the adjoining wall surface. 5. Glass shall be cleanly cut, free of chips, bubbles, scratches or irregular cleavage, to prevent built -in fatigue or stress patterns. 6. Mirrors shall be 1/4' quality float glass with no noticeable bubbles, chips warpage or imperfections in the reflecting surface. Mirrors shall meet or exceed Federal Specifications DD- G-45FD with satin steel 'J' Stylemark on all edges with mitered corners. 7. Glass system by Kawneer, induding top and bottom rain and mounting system. Finish to be clear anodized aluminum. FINISHES 1. All ceramic tile shall be installed in accordance with the 'Handbook for Ceramic Tile Installation' by the tile Council of America following the the tolerances and methods. Tile installation shall adhere to the following: A: Tile shall be installed utilizing a thinset method. B: Layout the so that no tile less than half width be used. No staggering joints shall be acceptable un ess shown in pattern. T hty adhere tile to subfloor without open cracks, voids, raising and puckering at joints elegraphing of adhesive spreader marks through -out tile, or other surface imperfections. All tiles shall be set level with no oticeable elevation changes between tiles. Do not use cut widths less than 1 2 dimension of tile. 9 Remove any excess adhesive or er surface blemishes from the tile usingneutral type cleaners pis nen s �rese mer died by h ufact rer. Protect installed work from damage until find acceptance aY 2. Suspended acoustical tile ceiling grid shall be "Rope Eastem Building Systems' or 'Chicago Matellic Corporation' grid pattern. "K" and /or 'S' (or equal), to meet ASiM C 635-76 with a deflection of 1/360'. Exposed surfaces shall be high -baked enamel black matte on upper ceilings. Lower ceilings shall be panted as indicated in the plans. Size as per architectural reflected ceifmg plan. Material shall meet the sbucbrrol specifications as established by the Acoustical Materials associations. Hanging shall be spaced so that wires do not exceed 4'-o o.c. Do not uspend from ductwork, piping or metal deck above. Use 'Trapeze' supports anchored to structure above as approved by landlord. Use four wires, one per comer, to support ceiling and any lighting fixture. 3. Acoustical ceiling systems are as specified on drawings (Only in stockroom when req d). Use rated ceTmg if required by local authorities. All acoustical cmTancys shall be Armstrong, USG or approved , ual. Tiles shall be 24'x 48' x 5/8 heavy density class 'A' non - combustible mineral fiber as specified in these drawings. 4. Suspended gypsum board shall be USG or equal products and materials. Ceilings shall adhere to the following: A: Use 8 Ga. hanger wires at 48' o.c. along carrying channels and within 6' of ends of carrying channels at 48 o.c. B: Provide a 1' clearance between runners which abut walls and partitions. C: Erect furring channels at right angles to carrying channels. space furring at 24' o.c. D: Where ceilings cannot be suspended from structure due to mechanical ducts, landlord requirements or any other cause, furnish and install all necessary supports and trapeze supports. E: Hangers shall be located not less than 6' from each end at 4' -0' o.c. along main tees and at each comer of lighting fixtures and grilles. A hanger shall also be installed at the end of any interrupted tees. G: M members shall be Iev ed to a tolerance of not more than 1/8" in 12' -0 ". H: Install acoustical and metal panels in coordination with suspended system, and with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. J: All perimeter cuts in metal ceiling panels shall be made in square gridded panels. K: ft lightinng fa tu and sprinlder heads, where feasible, shall be placed and centered in es. 1cetit 5. Resilient tile flooring: Resilient flooring shall be class 1 fire resistant. Vinyl tile flooring shall be 1/8' x 12 "x12 ". Contractor to supply one (1) extra box of each resilient floor tile specified to store manager for future replacement All exposed edges shall have surface applied vinyl plastic edge strips where no other edge construction is indicated on drawings. Install vinyl transition strict between VCT and other finishes as indicated on drawings. Strip shall be 'Rope', 'Flexico or equal, 3/8' high with 1/4' butting gage plus undercut, long flange and smooth tapes. Lavatory flooring shall be sheet vinyl matching stockroom VCT. M materials shall be laid in strict accordance with manufacturer for this particular installation. Contractor shall assume responsibility once floor is accepted for installing resilient flooring. 6. Ceramic tile flooring: Make all necessary floor cuts and floor leveling as required to make sure that tile floor will be flush with mall finished floor. M exposed corners to be mitered. Floor tile to be 18" x 18" x 3/8" as shown on finish schedule. Supplied and installed by G.C. For all floor installations, GC shall use standard latex non sanded grout by Laticrete; Color 24 Natural Grey. Install metal edge at storefront and where tile abutts other flooring. Allow 24 hours drying time before grouting. Joint width to be 3/16'. C: D: E: F: 7. Painting shall adhere to the following: A Painted upsum s . ' rd shall have a smooth non - textured finish unless otherwise noted. B: Paint sheir be I. a enamel unless otherwise noted. C: Painting shall consist of a pruner coat plus two finish coats for a total of 4.5 mils. Apply at r � c � o n s i s t e n c y and q u a l i t y so paint flows out a level surfacee free of h firm • .11a "am"l bpts ien � s st ' or otte r' co Rifou D: All comers, where paints change colors shall be straight and crisp. E: M painting shall be uniform color and sheen. Paint all surfaces exposed to view. My painting applied to steel or metal shall be enamel. F: App paint in accordance with manufacturers specifications. Use applicators and techniques suited for substrate and type of material being applied to. G: My area indicated as raphixs shall be sanded ooth wing mp and painted with a E9 colored semi -gloss pa irit sm at least sho 48 Tiours no i prioerfections r to graphic installation. H: Paint surfaces behind movable equipment and furniture the some as smiler surfaces. J: Lightly sand between each coat of enamel coats. K Mow sufficient drying time between successive coats to permit proper drying. L Match approved .sajnples for color, texture, and coverage. M: Provide wet paint signs as required. N: At ..e di of c letion of other trades, touch -up and restore all damaged or defaced Q Unless oth �. noted, r ushas £ tit: follows: mete! m v fll a vn awtings as _ oad tries purfaces: i se 9 of gase gypsum %a �graphscs: semi -gloss latex 8. Terrazzo strip: To be Manhattan American thin set clear anodized angle strips with 1/8' heavy top. Strip shall be used between map tile and tenants ceramic tile. 9. M interior mirrors glazing may be plate glass unless directed otherwise by local authorities. Mirrors should show no reflected defects. See "glass & glazing' paragraph 6. 10. Ceilings shall be class 1 finish material. 11. Sealers used on wood shall be clear polyurethane sprayed matte finish. 12. Exposed screws and bolts shall be zinc finish. DOORS 1. Salad core wood doors shall be manufactured in accordance with the latest Methane! Manufacturers Association Industry Standards. Wood doors shall be paint grade birch unless otherwise noted on door schedule. 2. Hollow metal doors shall consist of two flush faces of 16 gage, level, one piece, quality rolled sheet steel with one piece, sound insulated core bonded to both face, top and bottom channels 16 gage steel, hinge reinforcement 10 gage steel. Provide adjustable aluminum threshold set in mastic. Frame shall be 16 gage steel and integral stops with mitered, welded, and ground comer joints. Provide three wall anchors per jamb and adjustable floor cap anchors. All exterior doors shall be weather stripped ed with brass, vinyl tubular gasket or 314 type Y -2743 weather strip to form a tight weather seal. All doors shall have a 'B' label rating or as approved by local code. 3. All door frames in the feting room area shall be unfinished metal frame with a clear matte sealer. Frame shall be 16 gage steel with recessed hinge holes. Provide welded and ground comers. Knockdown frames are acceptable. 4. Overhead grille: If used, the grille shall will be manufactured by Metro, Dynaflair of Corned Color shad be anodized aluminum curtain, guides, bottom rail (unless otherwise noted). Grille shall be installed in accordance with manufactures specifications and landlords criteria. Refer door schedule. If electric, all switch locations shall be no higher than 12'. 5. M exterior door hinges whether new or existing shall be provided with non - removable hinge pins. This specification supersedes all other hinge specifications and schedule for this door. 6. Hardware suppliers shall be Corbin, Yale or equal Finish shall be as specified an door schedule. 7. M one hour rated doors as called for in these drawings shall be solid core with attached tags on the door edge as approved by Underwriters Laboratories. Other agencies may be acceptable if their rating are acceptable without penalties by code and insurance authorities. a AN door frames shall be metal 16 gage with inset hinge plates. 9. Exterior doors shall be 1 3/4' thick. INSULATION 1. Insulation: Insulation shall be provided in both the ceiling and exterior walls of the structure where indicated on drawings. The R value in the ceiling ann walls shall be respective to the given area of the country; however, in no case shall be less than R -30 in ceiling and R -19 in walls, If fibrous butt is used for ceilings and wall insulation, a vapor barrier will be installed on the inside section. All k and exterior wall unless a d exte or al insulation by landlord un ess otherwise noted. 2. Provide sound installation as indicated on these drawings. All all voids in partitions and walls indicated using butt or blanket in a long length as possible. 3. M insulation shall be securely held in place by friction or by tying to prevent sagging and eventual gaps. Cut and pack insulation carefully around all obstructions - to complete and contiguous seal. 4. losulotion shall be semi -rigid mineral fiberboard without membrane. Use - Thermofiber sound attenuation blankets, unless otherwise indicated. FLOOR PREPARATION 1. All flooring preparation is the responsibility of the contractor. Flooring conditions will vary to extent preparation is required. Contractor shall inspect flooring prior to submitting bids. All flooring preparation shall be covered in the base bid. 2. Newly placed concrete should be sufficiently cured to allow concrete to become reactive. This is a minimum of 14 days. Liquid curing materials must not be used. Immediately prior to staining, the concrete must be thoroughly cleaned. 3. All concrete slabs shall be prepared to assure a level finished floor. Floor shall be prepared to for proper adherence of ceramic tile flooring. Loose existing fell areas shall be removed and patched. 4. Concrete slabs out of level that will produce a finished surface that varies mare than 1/2 aver any 20' --O' run shall be leveled prior to installing ceramic tile. Concrete patching shall be primed with Ardex P -51 1:1 before applying Arden SD-T topping. Concrete slab shall then be floated as required with Arden SD-T self leveling cementitious topping. Tapping may be applied from 1/4" to 2 in one single pour. The average minimum thickness shall be 1/4'. SPECIALTIES 1. Toilet accessories: Contractor shall provide and install the following accessories: Accessories shall be one per lavatory as follows: Bobrick B-2730 Single -roll toilet tissue dispenser Bobrick 6 -72860 Surface mourned roll- paper -towel dispenser Bobrick B -290 2430 Mirror 24' wide by 30' high with chrome 'J' molding on all edges -mount 6' above sink. Bobrick B -5806 x 30' Chrome grab bar. (one per lavatory) Bobrick B -5806 x 48' Chrome garb bar. (one per lavatory) 2. Metal access doors shall be Mxlcor or equal. Access door for drywall partitions and ceiling shall be 22'x22'. 18 gage steel door with 16 gage steel frame. Hinge to be continuous type; steel with stainless steel pin. Paint pond to match surrounding finishes. Refer drawings for locations. 3. Fire-rated access door for walls and ceiling shall 1 1/2 hour rated 'B' label, 24'x 24'. 20 gage door panel with 16 gage steel frame. Hinge to be continuous type, steel with stainless steel pin. Paint to match surrounding materials. 4. All structural fire protection by landlord unless otherwise noted. Contractor to repair any damaged fire-proofing. 5. Water proof lavatory in accordance with landlords requirements. 6. Fire extinguisher- 10LB capacity UL labeled- enamel steel container with pressure „ indicating gauge for class 'g, 'B', and 'C fires. Extinguishers shall have current tags. Provide and mount two per store. Verify locations with Ere Marshall. Confirm location with tenants representative before installing. 7. Caulking shall be tinted to match the surface in which it is applied. In no case shall caulking larger than 1/8' be acceptable. Provide primer/sealer, bond breaker tape and backer rod as recommended by the respective caulking and sealer manufacturers for use with their product and substrates to which they are applied. 8. Install tenant supplied signage in accordance with manufacturers specifications. SPRINKLER and FIRE PROTECTION 1. All sprinkler heads at storefront gyp. board ceilings shall be 100% recessed, drop down type. Caps shall match ceiling color. 2. Sprinkler heads in open ceiling area may be pendant type with chrome heads to deck as approved by landlords insurance underwriter and Fire Marshall. 3. Sprinkler heads in lay-in ceilings shall be semi= recessed chrome with chrome trim. All heads to be centered in ceiling tiles. 4. M sprinkler heads shall be UL labeled. 5. New sprinkler layout to be based on latest 'NFPA' standards, local building codes, all authorities having jurisdiction, and shall conform to the landlords insurance underwriter's requirements. Verify locations of landlord provided sprinkler mains. 6. Sprinkler contractor to submit for approval to landlord and all authorities having jurisdiction over project, sprinkler system shop drawings and hydraulic calculations, prior to the commencement of any sprinlder work Submittals by contractor noted on note no.6. 7. Sprinklers are to be installed over and under any two -level construction, and under ledges 48' in width and small enclosed spaces, (i.e. fitting rooms), or in concealed floor or ceiling where combustible are present and as required by landlords insurance underwriters or governing authorities. Combustibles shall not be introduced until full sprinkler protection is in service. 8. My sprinkler shop drawings approved by landlords insurance underwriter are considered to be tentative and subject to final overall approval per field inspections. 9. Sprinkler head temperature ratings are to be as required by landlords insurance underwriter are considered preliminary and are subject to code application. 10. General contractor shall inform landlord twenty -four (24) hours prior to request shut down of sprinkler system for purposes of tying into system. All costs shall be paid by cornractor. 11. After the automatic sprinkler system is installed it shall be inspected and tested by the sprinkler contractor. A written report of such inspection and testing shall be submitted on prescribed by, or acceptable: to, The State Fire Marshall. One copy each of said report shall be furnished to the landlord and tenants representative. 12. Tenants general contractor shall supply and install fire extinguishers as shown on drawings., Two per store. Fire extinguishers shall be new and have current tags good for one year. 13. Sprinkler heads shall be a minimum of 10' from any lighting fixtures. 14. See mechanical specifications for additional requirements. SEWED FOR CODE COMPLIANCE APPROVED MAY -1 2009 Otty Of Tukwila DPJIS_ ! N B 11 DOB RECEIVED MAR 27 2008 PERMIT CENTER I ttil RLON 335 13J.ON 335 i �+ 3 1.ow 335 L01 &1 I e 4 r 3LON 335 I etc 3J.ON 335 L S4E310N335 _ N011IJe1►dd N10H - 3x10 MIN E05b' 13315 335 - 3d,LL NOLLLL2 dd 2. REFER TO FINISH KEY NOTES FOR EXACT DEFINITION 3. ALL FINISHES MUST CONFORM TO FLAN SPREAD RATIN65 PER LOCAL CODE 3. PAINT DOOR AND FRAME OEOTH 5IDE5 vM ivtopi al WH WH ' WH WH 1414 t4A GA { 'H .O- 5 1100 3ao0 01 105 MEN _ - JNOi 15- 1100a GG_Y19 NEN SOLID GORE Y'ID. DOOR 5' -0' H. 2!000 '1v131.4 MOTION MEN 'WOO IY1214 MOTION MIN ?J00a "Pc/114 MOT1014 M3h4 1"1000 1YJ.34 MOTION MIN w� I . i R i 6T-O' X lO' -0' X 1314` 3'-0 ' -05c' 4' 2'- O5:I' -0'xI 3/4' 3' -0'x1' -0'xI 3/4' •17// IX1O- 1LX,o -,e 3' -05x1' -O'xI 3/4' 3' -05x1' -0'x13/4' 1 h — nmVM.or al a TB E I ttil I SZIWA EXISTINS D1:MISIN& PARTITION I L01 &1 �73a 01 N3d0 . I 01N3d d0 0 I I .o-,e I .o-,e N011IJe1►dd N10H - 3x10 MIN E05b' 13315 335 - 3d,LL NOLLLL2 dd 2. REFER TO FINISH KEY NOTES FOR EXACT DEFINITION 3. ALL FINISHES MUST CONFORM TO FLAN SPREAD RATIN65 PER LOCAL CODE Inc vM v/N t4A GA '44Y 0.1. 1107SNIVM 31112h+W II 1. i I . 0 9d 'Id 12 12 R h ET) al a TB E • 9d 'L3 u 'Id yes trd E SOIi ialX3 I 1.400Z19NIJ11d 100i!I )015 I S131I01 I Ns07 11X3 oOCa -sl (PI) d OOfra -9W 1(M 'Hd `Gino '1S : a0 311ns `QVO I 49 5UVO J O HOU Sa1ON ''fl�•'Wla NW] d'i'll 'Wla aniz NWf1107 'd'I'A 95q ''I'A 'WIC NWf1T07 r!ko > r�A g 1 tt t 8 (f Nr m NI „O 'JAL ■ 43 4 MI WI \\ \\ \ \ \' © I L n 0 — il ..0 CC Q LAS iL 6 N 8 hig gh 1 .e_ 1° 1 Ili” II! § 045 WN 1 NI ! kg AT V O AhL RI,- WI- @p R o A 41 V :101A41 1 E 0 rtE0, Wr014/ 1 1 IvwElop 4;11,,p V ag FEhi F WZ A I F- ,1 z U- $g 1 th 1 H s §1 i® t f a hi � m ." 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STOPS SHORT OF CEILING N011IJe1►dd N10H - 3x10 MIN E05b' 13315 335 - 3d,LL NOLLLL2 dd II 0 oOCa -sl (PI) d OOfra -9W 1(M 'Hd `Gino '1S : a0 311ns `QVO I 49 5UVO J O HOU Sa1ON ''fl�•'Wla NW] d'i'll 'Wla aniz NWf1107 'd'I'A 95q ''I'A 'WIC NWf1T07 r!ko > r�A g 1 tt t 8 (f Nr m NI „O 'JAL ■ 43 4 MI WI \\ \\ \ \ \' © I L n 0 — il ..0 CC Q LAS iL 6 N 8 hig gh 1 .e_ 1° 1 Ili” II! § 045 WN 1 NI ! kg AT V O AhL RI,- WI- @p R o A 41 V :101A41 1 E 0 rtE0, Wr014/ 1 1 IvwElop 4;11,,p V ag FEhi F WZ A I F- ,1 z U- $g 1 th 1 H s §1 i® t f a hi � m ." E x *" : "Oh E 1 df16 9i61 p aha Mi u hou 000(D® ® 'OeHOS /NV1d EIOO1 80/9Z/C0 31►f0 3E155i Weo - 3lva G 13dM .,fig 03)133H3 ma .AEI NMVJO r RENO ON 133nd r IS Cc24 4 2 sHa 1 ,,,, § u_v) 8.4 ezd 1, ,$P, Wth V ilil Ilii F _ 444 El- ( g R 1 il l i i�121 _ u_ i c'1 ni tt PERMIT CENTER # SaLON/Nrcl 31:InixH - T - T - 8drie/co al.VG 311SSI IfVgE? NOIVELLSPOOLI N N —1' r- CO9WI 11C1 TIVM NO gWLLXII NRIN99 1 / „O.-IC ,,O-Z 110-z A I 1..1A I■ik 11F `NWP' ZO9WI .a. 3:1A TIVIA 11YM NO SaNt11>CJ eiaiNa9 0 el CON/I 11C1 TIVM NO 5-MIrliXU 11G9 EMMEN MN NMI NM MN EN 9 N N § 4 9 1961VA41`3 01.11 oHinbs 9g01. 21 N9O InI 3INVN I1 en AO 03)13F1 I. 9o90 ON 133IMIcl NOIldlelDS11 SIN3FP10511] 90/807170 ) / V I 111101 I I liRJ WRKICI' 8 j2 0 LL 0° 0 0 Li- r'ERMIT CENTER VING LAYOUT. . 1 I I I ma I ;-- I 1 I J 1— I .o Iz . # SaLON/Nrcl 31:InixH - T - T - 8drie/co al.VG 311SSI IfVgE? NOIVELLSPOOLI N N —1' r- CO9WI 11C1 TIVM NO gWLLXII NRIN99 1 / „O.-IC ,,O-Z 110-z A I 1..1A I■ik 11F `NWP' ZO9WI .a. 3:1A TIVIA 11YM NO SaNt11>CJ eiaiNa9 0 el CON/I 11C1 TIVM NO 5-MIrliXU 11G9 EMMEN MN NMI NM MN EN 9 N N § 4 9 1961VA41`3 01.11 oHinbs 9g01. 21 N9O InI 3INVN I1 en AO 03)13F1 I. 9o90 ON 133IMIcl NOIldlelDS11 SIN3FP10511] 90/807170 ) / V I 111101 I I liRJ WRKICI' 8 j2 0 LL 0° 0 0 Li- r'ERMIT CENTER VING LAYOUT. Vq P IWI 0 ppg 0 CHECKED SY: WRB REV _DATE 008 / 08� PROJECT NO; 080326 .DRAB+ BY: RIM 0 N Fri r5 DESCRIPTION LANDLORD COMMENTS ISSUE DATA, 1 03/26/08 —4— --- _ i F LOOR FINISH PLAN /DETAILS /NOTE r - () 0 MD 5J z . CO 20 . 0 ./. 7 z o x v err El r 4 r,,, "n 33 - n RP M 1 g .� . T ,. NNCAP ¢.. ` .. 1950 CR IG oAD, sth X00 S PH. 0314)415 2400 F (314) 415 -2000 tt LL L Y ? . LQUIs, MO 614 www arc r.co LIGHTING FIXTURE SCHEDULE 5YM�0l. >CJ�9g41PTI0N 0 6' DOWNLIGHT �J 0 I6" HIGH BAY 4' SINGLE CIRCUIT TRACK 6' SINGLE CIRCUIT TRACK I S' SINGLE CIRCUIT TRACK - LIVE END MINI CONNECTOR WALL WASHER TRACK Z!5 METAL HALIDE TRACK LIGHT MOUNTED ON TRACK V MRI6 TRACK HEAD MOUNTED ON TRACK 0 PM 38 TRACK FIXTURE O CF CYLINDER., 4' -0' FLUORESCENT STRIP DOUBLE T1.eE r I ® EXIT WITH R® LETS ' AND WHITE HOUSING imP ESENCY LIGHTING EXHAUST/FAN LIGHT p' SP SPEAKER N #12' X 4' AG.T. CEILING IN STOCK ROOM ® 12' -0' NEW GYP. BD. CEILING APE. PAINT NEW 2'X4'A.G.T. CEILING IN EXIT CORRIDOR ® I2' -0° 1&16Yi'. ED. CEILING IY -0" APP. PAINT FLUOR LIGHTS ® CORRIDOR TO BE SURFACE MOUNTED ST C GKRCOM ' -2 I/2 o ; g / a'-o° Fl :ING ROOMS TRACK LIGHTS IN SALES AREA SURFACE MOUNTED (TYP) CENTER R TRACK ON DISPLAY WALLS. TYP. -2 X 4' -0' 1411TE GRID SUSPEND 3' BELOW SOFFIT 6'-0" EG. 5/8" GYP. BD. SOFFIT ® 12 -1' - PAINT O TGG 15 TO CUT THE GRIDS OUT AT LIGHTS TO PROVIDE ACCESS TO CHANGE LAMPS 2-0' X 4'-0' WHITE GRID SUSPEND 3" BELDA SOFFIT 5/8' GYP. BD. . - IT 0 12' -1' - PAI BOTTOM OF I cz LIGHT COVE 6 12' -I" 10' -6" 5/6' GYP. ED. SOFFIT ® 12' -I' - PAINT I\ 5I6NA6E DETAILS ON Si-err A40I TGG 15 TO GUT 11$ GRIDS OUT AT LIGHTS TO PROVIDE ACCESS TO CHANGE LAMPS 5/8" GYP. SD. . - IT 0 12 - PAI 2' -0° X 4' -0" WHITE GRID SUSPEND 3' EELOW SOFFIT , TRACK LIGHTS IN SALES AREA SURFACE MOUNTED (TYP) LIGHT FIX11JRE SEE P11-. 3/EIO2 CENTER LIGHTS ON GASH WRAP 6'- 8/4° SALES AREA CENTER R TRACK ON DISPLAY WALL5. TYF. TRACK LIGHTS IN SALES AREA SURFACE MOUNTED LIGHT FIXTURE 513= D11.. 3/EIO2 TRACK LIGHTS IN SALES AREA SURFACE MOUNTED (TYP) FUJORE5C NT LIGHTS 0 STOCKROOM TO EE SWAGE MOUNTED NEW FITTING ROOM 2' X 4' TEGULAR CEILING 0 10 '0 FLUORESCENT LIGHT TOES SURFACE MOUNTED SALES AREA CEILING 5/8" GYP. BD. 3 -0' A.F.F. - PAINT P2 -TRACK LIGHTING ON LNISTRUT SEE DETAIL 2/EIO2 ARCHITECTURAL CEILING PLAN SCALE yr — w FINISH KEY NOTES G®LJN6 (G) ARt IRON& ME 2 X 4 CEILING TILE 17.;\ I ANGLED T U E MITh 14- ISM', EXPOSED T GRID, GOLORWHITE G2 ARM5TRCti5 Flt. � OR 2 MITE, N6 zy TILE ANGLED ma* I733. 115E WIT 1I I5/I6', EX1ao5ED T GRID, GOIORPHITE E FI ERAM lb' x 16' CIC TILE BY OLYMPIA TILE 'F GREY' MAT mu BODY PORGa.N RECTIFIED- GROUT: LAIIGRETE, STERLING SILVER 416 01 TILE - MATCH COLOR, PATTERN MATRONS V.G.T. 12' X12' FLOORING 1151856 'SANDRIIT WHITE' 0 SIFT VINYL TO MATCH V.G.T. O IS GA CLEAR ANODIZE, AUM. 51EATING SEA TO BE EEC AND NOT BUTT MEM 6 - FADE I TOP TO EE LAMI IS GA CLEAR ANODIZED ALUM. SHFATING All CORERS To EE 3 AN O T MD NOT FSJTT SEAteD 6' VINYL VS" BASE '5041-11TE' MANE: .JO f15ONITE (800) 89Q -8916 PARI15 P) EEICAMIN Mae VIPER WHITE' (NIGH 6L056) O BENJAMIN MOORS *169 (PLAT) 8Eaumini MOORS 0 (E665 JJ 0 EENJAM IN MOORS 'BY ER WHCTE" (EGGSFELL) ALKYD ENAMEL (hETAL. SURFACES IE UNI5TRIJT, DOOR ) 0 BENJAMIN MOORS 112066 -60 (EGGSHELL) 'WHOM ' T1' 0. rhea GOV RMS dN FORMCA LAMINATE 41410 -90 'E"IfNTE Q 16 GA CLEAR ANODIZED ALUM. SEATING ALL GOR M TO EE BENT AND NOT MUTT WANED O 5TEB_ W/ POWDER COAT FINISH *007 SILVER TO MATCH 516N BAND TRACK LIGHTING ON UNISTRUT SEE DETAIL 2/EIO2 REVIEWED CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila B ILDIN DIVISION RECEIVED APR 2 2 2008 PERMIT CENTEh A LANDLORV GQNTS: I. ALL SPRINKLER HEADS IN THE FORWARD SE ..LING AREA ARE TO BE CONGEALED POP OF COVER TYPE 2. VERIFY WITH WE5TFIE .D S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. 3. GEILIN6 SUPPORT SHALL COMPLY WITH SEISMIC SRAGING REQUIREII1TS FOR THAT REGION. GEILIN& PLAN NOTES: I. G.C. TO PAINT ALL SITING SPRINKLER MAINS, SPRINKLER LINES, MALL CONDUIT, ETC 2. G.G. TO PAINT EXISTING STRUCTURE I.E. DECK, JOISTS, BEAMS, ETG.O 3. MY 14I3N WIRING, CONDUIT, GALV. PIPE, ETC. TO BE PAINTED 4. ALL UNISTRUT USED FOR LIGHTING TO BE 1 5/8' 4 TO BE PAINTED O 5. NEW DUGTHORK FOR TENANT TO BE HELD 6' FROM UNDERSIDE OF JOISTS. ALL NEW DUCTWORK 15 TO BE PAINTE 1 6. ANY EXISTING DUCTWORK 15 TO BE RESECUREP AS REQUIRED. ANY EXTERIOR INSULATION 15 TO BE REMOVED AND DUCT ACRK IS TO BE GLEANED THOROUGHLY 4 PAI 7. I1�5ULATION ETC. ALL ABANDONED THE SALM AREA, FITTING ROOMS B 4 1 STOCKROOMT , S. ALL NEW CONDUIT, ETC. TO BE PLACED IN AN ORGANIZED MAWER RUNNING IN STRAIGHT LINES OR q0° ANGLES. HOLD CONDUIT A5 TIGHT AS POSSIBLE TO UNDERSIDE OF EXISTING JOISTS. q. 6.G. TO RaEGURE ALL EXISTING EQUIPMENT. 10. SEE MI00 FOR LOCATION OF DIFFUSERS AND SPR NKLER HEADS. 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BLOCKING AS) RF.Q ENTRY COLUMN DETAIL SCALE 11/2' - ro SUPER !°IITE:, 6LO55Y. VERIFY CONDITIONS IN FIELD AND LI5FIT COVE REQUIREMENTS WITH MALL OPS. MANAGER PRIOR TO SID 4 CONSTRUCTION. GYP. SD. • LEASE LINE cv ....% "-KA{NNNEER TRIFA5 450 STOREFRONT SYSTEM (CLEAR ANODIZED ALUM. 4 1/2" I/2' TEMPERED 6LAS5 KAVI>'®R TRI -FAB V6 451 � 6LAZIN6 SYSTEM (CLEAR ANOD. ALUMINUM FINISH) 4' X 4' 9Th. FLATS 1/- Z 5/4' METAL REVEAL KAMER TRI -FAB V6 451 GLAZING SYSTEM (CLEAR ANOD. ALUMINUM FINISH) LEASE LINE 1/2' TEMFERED GLASS 4'X4'X ATTACH 3' X 6' STL. TUBE TO 4'x4'xI /4 ° STLTUBE SEE DTL. S /A40I 5 /S' MTL. STUD FRAMING 5/8' GYP. BD: FAINT STOREFRONT FRAMING DETAIL SCALE xra KAWNER TRI -AS V6 451 6LAZINS SYSTEM (CLEAR ANOD. ALUMINIUM FINISH) 4 1/2" 4 /8" ALUM. %EATING, APPLIED TO 5/4' MVP BOARD I' -2 3/8" N ALUM. SHEATIN6 APPLIED TO 1/2' MDF BOARD KAV'INNER TRI -FA5 V6 451 GLAZING SYSTEM (CLEAR MOD. ALUMINUM FINISH) 3'X3' CLIP ANGLE ATTACHED TO BULKHEAD AS RE Q'D 0 0 O O 5/8' GYP. BD. DN- is& / 4° X 4° X 1/4" 511-0 PLATE VV I' ZING .7-•LT EYEBOLT TO TURNBUCKLE IGEIVE —3/8' THREADED ROD YV ZINC TURN SUCKLES TO FIT ROD - FROM MTL. PLATE TO U- CHANNEL ON 516N NEW LIGHT COVE BY T.G.G. FINISH TO SE READY MIX, SUFERVITE, GLOSSY. VERIFY CONDITIONS IN MELD AND LIGHT COVE REQUIREMENTS WITH MALL OPS. MANAGED PRIOR TO BID 4 CONSTRUCTION. 5/5' GYP. BD. ALUM. SFEATIN6 Q AFPLIED TO 1/2' MDF BOARD 4'X4'5TL.PLATE KAMER TRI -FAB V6 451 GLAZING SYSTEM (CLEAR MOD. ALUMINUM FINISH) REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila BUILDIN DIVISION GON'IT &TORUOTE: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMEI4GIONS. DO NOT SCALE DRAfNIN65. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS) EEFORE 5UE311TTIN6 BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY IMF WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING 5IDDIN6 PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOYED FOR JOS OR CODE COMPLIANCE CONDITIONS AFTER COMMENCE NIT OF CONSTRUCTION. FINISH KEY NOTES asuosti, ARMSTRONG DUNE 2 X 4 CEWN6 TI GI AWED TESULAR I5/16' COLOR 111 'TEA Mb. um Yr1TH FtaiDE M. 15/1 EXPOSED T GRID, GOL CRWHITE AIY15TRONfi FINE FIORE() 2 X 4 CEILING G ANGLE) COLOR WHITE, relit 1733. U5E WITH M. I5/I6', E?WOEUID T GRID, COLOR:MIT - BMW Q FI 16' x lb ? CERAMIC T1 SY OLYMPIA 'RE6AL GREY' MAT MIL BODY AI N ) RECTIFIED- 6ROUr: LATICRETE:, STERLING SILVER #1S F2 MALL TILE - MATCH COLOR, PATTERN ARM5TRO N6 V.C.T. 12' X 12' FLOORING * #5I8E6'SAN0WFT WRITE' 0 SIE61 VINYL TO MATCH V.G.T. Q I8 6k CLEAR ANODIZED AL.I1M. SHEATH* ALL CORM TO EE EE RT AND NOT EUTT LAMINATED IS 6A. CLEAR ANODIZED ALUM SEATING AU- OORNS5 TD BE BENT AND NOT BUTT SEAMED O 6' VINYL I /8' SA E'5O- WHITE' MAW: JOHttONITE (800) 844 -8416 MEd') EHNJAMIN MOORS 'SUPER MITE' (HIGH 61.055) O E3EN.IAMIN MOORS *464 PLAT) 0 EXAM MOORS X464 (E 5fELL) 0 ESE JAMIN MOORS '5JFER WHITE' a � SURFACES I.E. I NISTRU , DOOR FRAMES) BENJAMIN MOORE #2066 -6O (E665f JJ 'H Nc4JA U SUE' 9 ,, - 0 - FACE 4 TOF TO SE kaLcaiSIMid FORMICA LAMINATE #144040 'WHITE I8 GA CLEAR ANODIZE) AUJM. SEEATIN6 ALL CORM TO SE EMI' AND NOT SUIT SEMED a STEER W/ POWDER COAT FINISH *001 SILVER TO MATCH SIGN SAND RECEIVED APP ? 9 7n08 PERMIT CENTEN ENLARGED SIGN DETAIL 5I6N FINISH: METALLIC SILVER 4'X4'XI /4' STL. @ PLATE W/ ZING EYE BOLT YIELDED TO PLATE - SUPPLIED BY TENANT 4 INSTALLED BY 6.C. SEE 5 /A4OI 3/6° THREADED ROD w/ ZING TURN BUCKLES TO FIT ROD - FROM MTL PLATE 3/8' THREADED ROD V'V ZING TURN BUCKLES TO FIT ROD - FROM MTL. PLATE 4' L. XS Vt X2I/2 "D. 3/16' TH. METAL PREATTAGHED TO SIGN BAND - SEE 4/A401 ATTACi3'X6 ° FL. 11 E TO GRILLE COL. TUBE SEE DTL. 8 /A4OI 4"X4 °X /4' 5T1-. TUBE�,� FOR GRILLE SUPPORT 5/S' 6YP. ED. PAINT 3FRAMIN6. STUD I/2' TARED 61-ASS 4 "X4 "X1 /4'FL. PLATE W/ ZING EYE B OLT YIELDED TO PLATE - SUPPLIED BY TENANT 4 INSTALLED BY 6.G. SEE 5/A401 KAWNER TRI - FAB V6 451 GLAZING 5Y5T5M (CLEAR ANOD. ALUMINUM FINISH) P 4 -0I 4 3/8° NOTE: CURVED SIGN BAND AND CHANNEL LETTERS SUPPLIED BY 516NMANJF.- 3'X3'5Tffi TUBE FRAMING SUPPLIED BY TENANT 4 INSTALLED BY 6.C. CONNECT STL. PLATE TO 5TL. ANGLE 4 TUBE V'1/ (S) 3/S" 1143J -E0LTS 4'X12 "@ STL PLATE LJ SEE DTL. 6 /A4OI 3 "X3'XI /4' FL TUBE FRAMING SUPPLIED BY TENANT 4 INSTALLED BY 6.C. 6 I/8" 3'X6'XI /4'CONT. STL. - ME E - BY 6.G. 1/2' MDF BD. FINISH f\ 6 " X5 Ii ' XV4'STI5 =I PLATE BOLTED TO SIGN SAND W/ (4) 3 /S" DIA. THRU - BOLTS - SEE 7 /A40I, SIM. CURVED SION BAND PROVIDED SY TENANT 4 INSTALLED BY 6.G. �( 4 2 " 3 7/8" 4 7/8° 2' -I 3/8" @4'LX3'N.X2I/2 °D. SAW 11 [ METAL U- CHANNEL PREATTACHED TO SIGN BAND - SEE 4/A401 2' -7 5/8' q' -0" SIGN BAND °V'1ET SEAL' SIGN Y'V 12' CURVED 516N SAND LETTERS PREATTACHED PROVIDED BY TENANT TO 516N BAND 4 INSTALLED BY 6.G. ° 3 I/4° 2 1/4" 4 3/4" 2 1/2' NOTE: TURNBUGKLES,THREADED ROD 511. PLATES SUPPLIED BY TENANT, INSTALLED BY TMG 4'X51/2 "XV4'STEEL y PLATE BOLTED TO SIGN SAND W/ (4) 3/6' DIA. THRU -BOLTS - SEE 7 /A40I 4' -O" 4° L.X3 "Y'LX21/2' 3/16" TH. METAL PREATTAGHED TO 5I6N BAND - SE: 4 /A40I LINE OF GURYIN6 516N BAND 3/4 7 1- m 5 3/4" / 2 1/2' 1/2" 5/4' Q cn m U- GHANNl3 KE- ATTAGHED TO SIGN BAND W/ 1/2'XII /4' ZINC LA6 SGREWS I' OUTSIDE DIA MELDED TO LT CHANNEL 4'LX5'P4.X21/2 "D. 3/16' TH. METAL U-GHAN. PREATTACEb TO 616N BAND LT PLATE TO PLYWOOD W/ I/2' x I V4' ZINC LA6 SCREN4S I' OUTSIDE DIA. ZINC EYE BOLT PTO 4'X4 °X /4' STL. PLATE @ NOTE: STEEL PLATE 4 EYEBOLT ARE SUPPLIED BY TENANT 4 INSTALLED BY S.C. 3/6' DIA. THRU- BOLTS 1 0 2 I/2" MTL. PLATE DETAIL SCALE r is ro 5' X 6' X 1/4' CONT. S11-. TUBE - SUPPLIED 4 INSTALLED BY G.G. 4'X12'XI /4'STL. PLATE SUPPLIED Y'4/ STEEL FRAMI 4 BOLTED TO STORE- FRONT BY 6.0. 5V2'X3 °X1/4'511. ANGLE I'-•' LONG SUPPLIED 4 INSTALLED BY 6D. 5'X3 "XI /4'5TL.T1.1EE0 FRAMING SUPPLIED BY TENANT 4 INSTALLED BY 6.C. 2 1 -0 " U- CHANNEL DETAIL SCALE: 3' - ro /4' 5' X 3" X I /4" 51L. TUBE FRAMING@ MTL. PLATE DETAIL FOR SIGN SCALE 3 - 1"0u - CURVING SIGN BAND BOLTS -- . tt LII 4' X 51/1' X I /4'�.� / FL PLATE _I 5/4' r. 3/4' 7 TUBE F MINE 7L. W4 MTL PLATE DETAIL FOR SIGN SCALE r -,a 4'X51/2 °X1 /4' 511. PLATE BOLTED TO SIGN BAND 4' X 4' X 1/4' 511.11.E SUPPLIED 4 INSTALLED BY T6C - -rim ... wiR.'Q. • 4'X51/2'X1/4'STLPLATE@ BOLTED TO SIGN BAND Y'U (4) 3/8" DIA. T J -H0LTS - SEE 7 /A40I 3' X 3' X I/4' STL TUBE PLATES -1 SIGN BAND 5'-O" 3'X3'XI /4 "511- TUBE FRAMING - 8 /A401 6' X 5 I/2' X I/4" STL. PLATE W1 BOLTED TO 5I6N SAND W/ (4) 3 /S' DIA THRU -BOLTS - SEE 1/A401, SIM. NOTE: CURVED SIGN BAND MD CHANNEL LETTERS SUPPLIED BYSIONMAN)P. -3' X 3" 5TH TUBE PRAMIN6 SUPPLIED BY TENANT 4 INSTALLED BY 6.C. r;-] SIGN RAND r'ONNEr W KI r TAI \.II SCALE 1- 1'-0r � JEPOR STL. TUBE. SUPPLIED AND INSTALLED BY 760 SIX /4'CONT. 311-. TUBE - SUPPLIED 4 INSTALLED BY 6.C. _ 6 °X51/2'XI /4" 511. PLATE BOLTED TO SIGN BAND 4 O REVIEWED fORBY CODE, COMPLIANCE. APPR � - Z00% City pf Tukwila ' B ILDIN DIVISION 3'X5 "X /4' STEEL TUBE FRAMING - SUPPLIED BY TENANT 4 INSTALLED BY 6.0. 2'-O" .I� I/2 "X3'XI /4' 511. ANGLE I'-4" LONG - BY 6.G. � . LINE OF 5I6N BAND SUPPLIED BY SIGN 4 INSTALLED C. 4 "XI2'XI /4° STL PLATE 0 0 / DDS-66 4' X 4' X 1/4' S11. TUBE SUPPLIED INSTALLED BY T6G CONTRACTORS NOTE: MITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWIN S. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXIS11NS CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROGEES AND BEFORE START Or CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCE ENT OF CONSTRUCTION. A LANDLORD I. STOREFRONT 5I6NME: SI6NA6E MANUFACTURER TO PROVIDE A FULL SET OF SIGN SHOP DRAWINGS FOR LANDLORD REVIEW AS REWIRED PRIOR TO FABRICATIONS. SIGNS SHOULD BE IN COMPLIANCE P11714 DESIGN CRITERIA AND WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND BEAR A 'UL' LABB.. CONCEALED PROM PUBLIC VINYL 2. VINYL GLASS 5I6NA6E MUST BE ETOHED FILM, NO COLOR, SOLID. S. NO 5IGN CAN PROJECT MORE THAN 6' FOND nE STOREFRONT LEASE -INE 4. ALL ILLUMINATED 516N5 MUST BE CONTROLLED BY TENANT'S 1 DAY TIME CLOCK. 5. VERIFY CODE COMPLIANCE OF TUBE STEEL DESIGN. 6. COORDINATE WITH ON SITE LL REPRESENTATIVE REGARDING ANY P LDIN6 RES LATIONS AND PERMITTING (IF REG'D) PRIOR TO PERFORMIN6 YORK LOCATION OP FLEX CONDUIT TO 5IGN 4"1-.X3"Y'LX21/2 °D. SA6" 11•L METAL i PREATTACHED TO SIGN BAND - SEE 4/A401 •0 LOCATION OF HOLES FOR 5IGN BAND ATTACHMENT TO MTL. FRAME SUPPORT - TO BE DRILLED IN TIC FIELD FOR MORE INFO. SEE 1 /A40I CURVED SIGN BAND i'RO IDED BY TENANT 4 INSTALLED BY 6.0. LOCATION OF HOLES FOR 5IGN BAND ATTACHMENT TO MTL. FRAME SUPPORT - TO BE DRILLED IN THE FIELD ° FOR MORE INFO. WE 7 /A4OI 4' L. X 5' N. X 2 112 D. 3/16" TH. METAL iw PREATTAGHED TO 5IGN BAND - SEE 4 /A4OI 3° X 6' X 1/4' CONT. STL. TUBE - SUPPLIED 4 INSTALLED BY 6.0. STOREFRONT FRAMING ISOMETRIC SCALE vz - ra APR 2 2 ZOua PERMIT CENTS' 901E 0 Q. w. 81M .AEI 03)121 -0 �£ ma Viginar 9 NOW :ON 1O3f Oad NO11dIH3S3 MVO - 1 - A3a 1 i 1 1 i 1 1 i 1 , Z Q CC W Q LJ 14- tl9 2 5 .21 1[ _ibK „0 -,GI .$) II MIMI 0 U II NI cc 0 co U- i 6.. g b uu ›. 1 oim tu L.u. l i q II . a d UL.0 ®® ® _ t c 14 ) 1 — $g I i P b I i t i: 3 h $ i i i-tI L eo 9 1 1 I I hip l ti Lai d le''0 ii imai ® ®® cxxx)0 ® OG CC w t x R Y! r X w!5: - 10 1 ® ®®® 2 IX PP 4 ' $V,Mt .6 % P i 1 Oh tu 0 �❑ w udgb � _rte _k 5 4 ti k FML . � W n I ? fA _ OC � 1 V 4 // o // _ _ n - ��d"I9 // 0 0 // 1/ ,/ + /] � / i``. I „0 - ,01 /� I,7 nC y „7 1C I Ma �] If ri ,[� � 1 /7 ! [I7 ,C #, phi , . N. . /� I 1/ ,/ // '1 I I // T -- , •111 \\ i gg'vr - 1.9 NUI // f ITT 1 i NO lldd05 „I 901E 0 Q. w. 81M .AEI 03)121 -0 �£ ma Viginar 9 NOW :ON 1O3f Oad NO11dIH3S3 MVO - 1 - A3a 1 i 1 1 i 1 1 i 1 , Z Q CC W Q LJ 14- tl9 2 5 .21 1[ _ibK „0 -,GI .$) II MIMI 0 U II NI cc 0 co U- i 6.. g b uu ›. 1 oim tu L.u. l i q II . a d UL.0 ®® ® _ t c 14 ) 1 — $g I i P b I i t i: 3 h $ i i i-tI L eo 9 1 1 I I hip l ti Lai d le''0 ii imai ® ®® cxxx)0 ® OG CC w t x R Y! r X w!5: - 10 1 ® ®®® 2 IX PP 4 ' $V,Mt .6 % P i 1 Oh tu 0 �❑ w udgb � _rte _k 5 4 ti k FML . � W n I ? fA _ OC � 1 V 11dd05 „1 o a v o m 0 0 1 + /] � I /� I,7 nC y „7 1C I Ma �] If ri ,[� � 1 /7 ! [I7 ,C #, phi , I I I I I I 0 NO L r \ / . N. 7 N �� — — \ — — — R O G 0 Y 09-,Z 1 ,,9-,Z ` 119 ' „9 ., 0 I r I / ® -- - I I le O o /\ G - <> "? V 6 / A_ /., / 901E 0 Q. w. 81M .AEI 03)121 -0 �£ ma Viginar 9 NOW :ON 1O3f Oad NO11dIH3S3 MVO - 1 - A3a 1 i 1 1 i 1 1 i 1 , Z Q CC W Q LJ 14- tl9 2 5 .21 1[ _ibK „0 -,GI .$) II MIMI 0 U II NI cc 0 co U- i 6.. g b uu ›. 1 oim tu L.u. l i q II . a d UL.0 ®® ® _ t c 14 ) 1 — $g I i P b I i t i: 3 h $ i i i-tI L eo 9 1 1 I I hip l ti Lai d le''0 ii imai ® ®® cxxx)0 ® OG CC w t x R Y! r X w!5: - 10 1 ® ®®® 2 IX PP 4 ' $V,Mt .6 % P i 1 Oh tu 0 �❑ w udgb � _rte _k 5 4 ti k FML . � W n I ? fA _ OC � 1 V PARTITION TYPE PARTITION TYPE PART TION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTMON TYPE - YP. ED. TO EXTEND MIN of b' BEYOND CEILING MALL STRUCTURE ABOVE IL ¢ o N \-A.C.T. mums ABOVE ® 12' -0' AFP. T6G f5 RESPONSIBLE FOR ACHIEVING I MR RAT13) 6' MIL STUDS DB+1151N& PART1T10N. 6 IZ 0.G. U- `; I A LT. CEILING ABOVE ®12-0' OFF. ' M - 6 ' 12 0� � /MALL STRUCTURE ABOVE TGG SHALL NOT ATTACH TO ROOF DECK ABOVE. _ ACE S I J OThSIDES 5TR UGTURE ABOVE T6G - NOT ATTACH TO ROOF DECK ABOVE. 3 5/8' MiL WC -1/2. BD. TO EXTEND MIK OF 6' BEYOND CEILING 2' WALL ANGLE RECD `� --MALL STRUCTURE ABOVE � STIGAOV L MALL STRUCTURE ABOVE T6G SHALL NOT ATTACH TO ROOF D CK ABOVE 3 5/8' NT1 TRAC BD. TO EXTEND MIK OF 6' BEYOND CEILING 2' WALL ANGLE REVD MALL STRUGIURE ABOVE T6G SHALL NOT ATTACH TO ROOF DECK ABOVE AND IS R 6PONSIBLE FOR AGH�VIN6 I HOUR RATED omit*, PART1T10N TAO TO PROVIDE 4 INSTALL 5/8' TYPE: 'X' 6YP. Biz. TO MALL STi�JGTURE ALT, CEILING ABOVE 012' -0' AFF. ® 05 ' - - y 2 WALL AN61E REQ'D 130' \ ` GELIN6 ABOVE \ 0 10' -0' AF.F. W A BLE OFF. YP. B)7. TO EXTEND MIK OF 6' BEYOND GEILINb 5/8' GYP. BD. SALES p}FA _ 0 NOTE: ALL STIES. AND BOTTOM �. 3 5 /8" MiL TRATG S' 6YR ED. SIDES 3 5 /$' MIL MUDS 6 16' O G. 5i =NUKE BOTTOM TRACK TO CONCRETE SLAB MS POWER DRIVEN FA511E MK J45 AT 18' 0.C. / STUDS MUST BE SGR6 TOP ON WIN SIDES. , ,•.�: ... .- - 5/8' GYP. BED. (TENANT SIDE ONLY) SEE FLOOR PLAN _ _ : m REA O m3 SALES AREA '� - = Zz \ ALT. CEILING 5/8' TYPE " 6YP. BD. X' = CEL MS - PAINT ' GYP. BD. -' BOTH SIDES \ \ I m 2 1 u FI1lIN6 ROOM/ 2 WALL ANGLE REQb — � iE6ULAR CEILING PE 'X' 6YP. . 5/8" TY ID CEILING - PAINT P2 /S" GYP. BD. O 6 h' 0.C. SUM a 0 FITTING ROOM TE6U,.AR OR A.C.T. CEILING 5/S ZO G AGE METAL o�, /S' TYPE GYP. ED. 55GURE BOTTOM TRACK TO CONCRETE SLAB L51N6 POWER DRIVEN A IT FASTENERS MK J4a 5/8' 20 GAGE METAL 5/8' STUSALES 1030 114782 5T. 4/ OR N3K WAIL BEYOND SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER PRIM A IT eT9 5 MIN. J45 -- ,� .. ; ::, _.. ::Y,n ,_ ..... :; y^ >i 1i ¢ Q in \ `� , ° = R �, TR --, ` S /$' GYP W. _ in ,� REST{RO M _ 5/8" GYP. BD. In 1 _ R 5/$' TYPE 'X' GYP. ED. CEILING - PAINT Re w STOCK R T GL. TO TO AS FW TO AGFEIVE I HR RATTING oN DE+1151N WALL T.6.0. TO PROVIDE 4 INSTALL GYP. SD. AS INbGG ARY TO AG1EIVE FIRE RA11NG. 4 TINE 3 5/8' METAL S T U D S T O REMAIN FINISH R- _ 5 /8' MTL STUDS 4 ®16 0.0. `y 13(11 CORRIDOR j in w in _ � alum - PAINT J �r,�pOM ; _ _ - - G3wN6 -PAINT Q 6' METAL STUDS SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN..145 AT IS' 0.0. SE CURE BCJITOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. J45 A7 IS' OL. 4 ' 3 5/8' METAL STUDS - 0 1 EXIT CORRIDOR 3 5/S' METAL STUDS •- 1 °. • Ill 5/8' GYP. BD. • EACH SIDE PAINT _ NOTE - kV 5/8' TYPE ' X ' 6 W. EACH SIDE PAINT - S I E G Y P . B D . PAINTg� TROOM PAINT �l / /� / / / / / / / / / / / / / / / / / / / / / / /// NOTE ALL 5TH STUDS MUST BE 5GR6W TOP AND BOTTOM ON 13011.1 SIDES. \ NOTE: ALL STEEL 5TUD5 AND BOTTOM ,. / MUST BE SCABS, TOP ON BOTH SIDLES, % / / / / � / / / / / / / / / / / / / / / / / / / / / / / / / / / / � NOTE: ALL SIM . 5TUD5 MT ESE 5CR6rWD TOP AND BOTTOM ON EON SIDES. /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// NOTE: ALL 511$ STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. ; r , , 4 ONE-1401R WALL PER L1 XJ465 0 NEW FULL FEI6HT WALL PARTITION N.T.S. �3 WALL. PARTITION N.T.S. � /13111/11141'. WAIL PARMION KTS, < N31 RESTROOM PARTITION H S. O NEW OM(w-FbUR CORRIDOR PARTITION N.T5. 0) RESTROOM PARTITION KT5. 0. NEW FULL FEI6HT WALL PAR1111ON /41.5. O DEMING WA PARTITION KTS, O WALL PARTITION N S, 0 -I ED 0 9 \ \ THE ON O 2' FROM PREFINISHED DOOR PRIMERED DOOR FRAME PAINT® r r y OPEN -S 1 I. 1 I BEY FIlliNG ROOM ELEVA11ON SCALE yr - .-c r. ( Diu ENLARGED TOILET ROOM SCALE yr -ra BEYOND BEYOND WATER RESIST GYP. BD. PAINT WALL PANELS 4 -0' APP. b u 3' -0" MIN 4" MAX -1/2" -1/2 SATIN FINISH ALUM. GRAB BAR 1- I S" 31 -6' / 60" CLEAR FLOOR ELEVATION A SCALE: V4' = I'-O' NOTE- ERAS BM MUST NOTT �OOTATE IN SLEEVE SECTION A -A S CALE: 3' = I' -0" _IC 0 0 FilliNG ROOM ELEVATION SCALE Yr - r-v 6.F.G,I, ii FASTEN BAR TO FR WOOD BLOCKING W/(2) I -I/2' SGREV15 AT ENDS AND CENTER SUPPORT TO SUPPORT 2501bs. LOAD 5 /S" 6YP. 130 CEILING PAINT SHELF 6 6'-S' APP. 4" MAX PAPER TOWELS x x eel. Fey WO CF tQ1 ;.SUM ER'. 5 +C' RECtlSCC 'S ex'e a'] 11,4 !FLINT t•L <nR11I 50XUf11n a 11'10 • y' , 5' =LEAF 5&0e eln0EN LF 'VCR rero,F I0 S-715gI']SATE 11 HSSC 5515114 Nt S1TTa1 AGGC-55IBLE 5I6N SIM. TO DTI-. 6E/AaOI tt 5/S" 6YP. BD CEILING PAINT O 0 6L' 4' -6" MIN 3' -6' MIN y 12'\ I WATERPROOF 3 -41 fro �'4FL5 ROLL PAPER 4" SHT, 4 FL00RINE / 36" CLEAR FLOOR ELEVATION B SCALE: V4' = HANDICAPPED TOILET ROOM ELEVATIONS AND DETAILS N.T.S. I SCALE At 7' -q" UNDERSIDE GE DECK ABOVE C SLOTTED TRACK (SLP -IRK OR ES) FINISH PER SCHEDULE • - CEILING 9Y TENANT (WHERE OCCURS) 6" STEEL STUDS 9 16' 0.C. 6 /a" GYPSuu BOARD TYPE X (BOTH NOES) uL NO U465 I THE F0.'LOWING FASTENING fZ ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY RLELN TO UL'S DOCUMENTATION FOR COMPLETE ASSEUONU REOLEREMENTS AND ALLOWABLE OPTIONS, GYPSUM BO.AP.D. 5/8' TI-SOIC, 4 FT WOE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN LONG. TYPE 5 STEEL SCREWS SPACED 8 TN. OC. ALONC EDGES CF BOARD AND 12 IN, GG IN THE FIELD OF THE BOARD. JOINTS ORSENTED VERTICALI Y AND STAGGERED CN rppON1 - E 5 055 CF "NE ASSEILDLY. RAUSET AS REOUIRED - - CONTINUOUS UNPUNCHOD STEEL TRACK �- -FLOOR FINISH i, • CONOiETE SLAB. SEE STRUCTURAL DRAWWCS PRINTABLE FIRESTOP SEALANT (BOTH NOES) NOTE: ALL GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HR TENANT DEMISING PARTI110N (TYPICAL /I m m 'J 4 OPEN TO SALES AREA BEYOND 1 1L 0 iY FIlliNG ROOM ELEVATiON SCALE yr - w ELEVATION C SCALE: I /4" = I'-O' INCLINED MIRROR SEE DETAIL IO /A502 II" MIN 48" CLEAR FLOOR faillWriC2nAZIra I. WRITTEN DIMENSIONS HOLD PREFERENCE DYER SCALED DIMENSIONS. DO NOT SCALE DRAWINSS. CONTRACTOR'S MUST VISIT JOS SITE TO VERIFY ALL EXIS11N6 CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT AM' DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT DATIVE. REPORT DI DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALJOOWW FOR .1013 OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONS'TRUGTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REGTED CEILING PLAN, DEMOLITION PLAN ARE OF THIS SPECIFIC STORE. DETAIL SHEETS A502, MOO, A1601, Ab02 4 Ab03 ARE GENERAL AND MAY OR MAY NOT SE STORE SPECIFIC. 5/S' GYP. BD CEILING PAINT ELEVATION D SC ALE: V4' = O U- 0 4 VINYL FLO RINE 6YP. SD. PAINT® WATIERf ROOF WALL PANELS 4'-O' A.P NOTE: ALL 516NA6E SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT N0T LIMITED TO PROPORTION, COLOR, CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. /5 FITTING ROOM ELEVATiON BCALB Or . T-O' SCALE: I /4' = 1' -0" ACCESSIBILITY 5I6N ANSI APPROVED E.S. PLASTIC NB-1A RAT SELF EXTIN6UISHINS ADHESIVE MOUNTED ELEVATION E / \ "1 / o • .I- E \ \\ m \ REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 1S'x!S" CLEAR FLOOR City Of Tukwila B ILD = • DIVISION 0 — � FINISH KEY NOTES 1---;\ I , TE6U.AR 1155/16i Cal% TILE PTE* 1116. 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NSMk `cr / / he U cc O CD v)J Z Q Eu he m U c : P R 0 ::; 4 ti4 "t 11 EROL b EN i r 06 ria Rio F, ■ fl I CsA to N / co Y co z U- g ft 5: gl 0 0 I; I 5et IV n I I I ® 0 0apoo ® p n O ibq OE '4 Pbq ® ® ®®®© PE o ° 6; g i n i 11fr /I 9 NOO6 Il l >1 0. geY 5 (.0J AIR DEVICE SCHEDULE Q PLAN MODEL NO. *TITUS FACE NECK FLEX VPEF1200Q (PARALLEL FAN POWERED) 545 MARK QTY. MODEL NO. SIZE SIZE SIZE TYPE NOTES A 7 TDCA- 3/AG -95 24 "x24" 10 "o 10 "o DIFF. 1,2,3,5,6 B 1 TDCA-3/AG-95 24 "x24" 12"0 12 "0 DIFF. 1,2,3,5,6 C 1 TDCA-3/AG-95 24 "x24" 10' 10 "o DIFF. 1,2,4 D 1 TDCA- 3/AG -95 24 "x24" 8 "0 8 DIFF. 1,2,4 E 3 50 F 24 "x24" 22 "x22" N/A R.A.G. 4 F 3 50 F 24 "x24" 22 "x22" N/A R.A.G. 3,5,6 NOTES: 1. REFER TO PLAN FOR THROW PATTERN 2. PROVIDE AND INSTALL MANUAL VOLUME DAMPER 3. FRAME SHALL FIT GYP. BD. ROUGH —IN OPENING 4. FRAME SHAW FIT LAY —N CEILING MODULE 5. CONTRACTOR SHALL COORDINATE REQUIRED ACCESSORIES AND INSTALLATION WITH LOCAL "TITUS" REP. PRIOR TO ORDERING AND INSTALLATION OF AIR DISTRIBUTION SYSTEM. 6. TRM FRAME (TO BE UTILIZED AS ACCESS PANEL ABOVE CEILING WHEN REQ'D.) VAV BOX SCHEDULE (VAV -1 + VAV-2) MANUFACTURER MODEL NO. MINIMUM AIR CFM TOTAL CFM INLET SIZE TRANE VPEF1200Q (PARALLEL FAN POWERED) 545 1,890 12" DISCHARGE SIZE ELEC. HEAT BASE UNIT WEIGHT FAN SIZE FAN HP FLA 20"x16" 4.0 KW 0 460 V, 3 PH 96 LBS 035Q 1/3 0 277V, 1 PH 1.6 LANDLORD NOTES DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEIUNG ALLOWING FOR AIR FLOW BACK TO LANDLORD'S AIR CONDITIONING UNIT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S SPRINKLER SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT, AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2, AND THE LATEST REQUIREMENTS OF NFPA -13, ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OFF COVER TYPE. ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOISTS, NOT FROM FLOOR OR ROOF DECK ABOVE. TENANT'S CONTRACTOR SHALL INSTALL AN INSPECTORS TEST CONNECTION, PIPED TO A FUNNEL DRAIN, (WITH WET TRAP), MOUNTED 3' -0" A.F.F.. INSTALL A 1" CORROSION RESISTANT SHUT —OFF VALVE. TENANT SHALL INSTALL A VANE TYPE WATERFLOW DETECTOR IN THE MAIN SPRINKLER LINE IMMEDIATELY AFTER CONNECTION TO THE LANDLORD'S MAIN, WHICH IS CONNECTED TO THE LANDLORD'S FIRE ALARM SYSTEM. * OR APPROVED EQUAL O i d HVAC + SPRINKLER KEYED NOTES 0 0 NEW VAV COMPATIBLE THERMOSTAT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. (TYPICAL OF 2). COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNTING HEIGHT 4' -0" A.F.F. PROVIDE LOCKING LUCITE COVER. TURN KEY OVER TO STORE MANAGER. ® COMBINATION EXHAUST FAN /LIGHT SUPPUED & INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). TEIBER MODEL #TFL9OL, 4 "0 DUCT SIZE, 165 W, 90 CFM, 2.0 SONES, 120v/1 ph /60hz. PROVIDE BACKDRAFT DAMPER. EXTEND AND CONNECT TO LANDLORD'S TOILET EXHAUST DUCT STUB —IN. FIELD VERIFY EXACT SIZE AND LOCATION. IF NO EXISTING LANDLORD EXHAUST DUCT, PROVIDE NEW TOILET EXHAUST DUCT THRU ROOF AS REQUIRED. MAINTAIN 1O' -0" MIN. AWAY FROM ANY OUTSIDE AIR INTAKES. VERIFY IN FIELD. ® PROVIDE & INSTALL NEW SPRINKLER HEAD ON TOILET ROOM CEIUNG (TYPICAL OF 2). COORDINATE EXACT LOCATION WITH LIGHT /FAN FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. • PROVIDE NEW OR RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED TO ACCOMMODATE NEW GYP. BD. CEILING (TYP.). COORDINATE EXACT LOCATION WITH NEW CEIUNG FIXTURES AND LIGHTS. MODIFY SUPPLY PIPING AS REQUIRED. ® NEW 2A -20B:C FIRE EXTINGUISHER PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE EXACT QUANTITY AND LOCATION(S) WITH LANDLORD AND LOCAL FIRE MARSHALL. ®6 APPROXIMATE LOCATION OF EXISTING SPRINKLER SYSTEM MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. ® NEW 2.5" THICK (R -7) EXTERNALLY INSULATED LOW PRESSURE SUPPLY AIR DUCT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2 HVAC SYSTEMS). PROVIDE TRANSITIONS AS REQUIRED, DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE AND /OR PRACTICAL IN JOIST SPACE. ® CONTRACTOR TO ENSURE DOOR IS UNDERCUT TOILET ROOM DOOR 3/4" MINIMUM TO FACILITATE AIR FLOW (TYPICAL OF 2). COORDINATE WITH GENERAL CONTRACTOR. ® 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALL AND BELOW STRUCTURE, OR OTHER BUILDING ELEMENTS (DUCTS, ETC.) THAT WILL ALLOW THE PASSAGE OF RETURN AIR BACK TO THE LANDLORD UNIT. O. PROVIDE AND INSTALL VOLUME DAMPER AT DIFFUSER CONNECTION TO BRANCH DUCT (TYPICAL). 11 LANDLORD'S EXISTING SUPPLY AIR DUCT TO MALL. FIELD VERIFY EXACT SIZE AND LOCATION. AVOID WITH ALL NEW CONSTRUCTION. MALL'S EXISTING SUPPLY AIR MAIN TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. NEW TRANE MODEL FAN POWERED VAV BOX WITH ELECTRIC HEAT SUPPLIED BY TENANT AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). CONNECT TO LANDLORD'S EXISTING SUPPLY AIR DUCT. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION AND CFM. 14 EXISTING DRAIN PIPE TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION. 15 EXISTING 8" DUCT TO REMAIN. FIELD VERIFY IF DUCT IS AN EXHAUST MAIN FOR TOILET EXHAUST DUCT TO CONNECT TO. FIELD VERIFY EXACT SIZE, LOCATION, AND USE OF DUCT. O. LANDLORD'S EXISTING SUPPLY MAIN DUCT TAP (TYPICAL OF 2). FIELD VERIFY EXACT SIZE AND LOCATION. 17 LANDLORD'S EXISTING SUPPLY AIR MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. 18 MEDIUM PRESSURE 12 "0 SUPPLY AIR DUCT TO VAV BOX SUPPUED AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). COORDINATE CONNECTION REQUIREMENTS TO LANDLORD'S SUPPLY AIR MAIN DUCT WITH LANDLORD. 19 SUPPLY AND INSTALL SPRINKLER HEAD ON FITTING ROOM CEIUNG (TYPICAL OF 4). COORDINATE EXACT LOCATION WITH CEILING GRID AND LIGHT FIXTURES. MODIFY PIPING AS REQUIRED. ©0 EXISTING MALL PIPING TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION. AVOID WITH ALL NEW CONSTRUCTION. 2i PROVIDE AND INSTALL TURNING VANES AT ALL SQUARE /RECTANGULAR DUCT ELBOWS (TYPICAL). • FLEXIBLE DUCT, MAXIMUM LENGTH 5' -0 ". PROVIDE SMOOTH TRANSITIONS AND PROPER SUPPORTS PER S.M.A.C.N.A. (TYPICAL). USE FLEXIBLE DUCT FOR FINAL RUNOUT TO DIFFUSERS ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. Q PROVIDE AND INSTALL ACCESS PANEL FOR MAINTENANCE OF VAV BOX (TYPICAL OF 2). COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION AND SIZE. • FIELD VERIFY AND COORDINATE WITH LANDLORD TO SEE IF THIS WALL IS REQUIRED TO HAVE 6" MIN. CLEARANCE BETWEEN STRUCTURE AND TOP OF DEMISING WALL. MALL COMMON AREA IS ADJACENT TO TENANT SPACE. COORDINATE WITH WET SEAL'S GENERAL CONTRACTOR AFTER VERIFICATION. NOTE: CONTRACTOR TO PROVIDE ALL ELECTRONIC CONTROLS AS REQUIRED. COORDINATE WITH LANDLORD ON EXACT TYPE REQUIRED. O O V Zat VAV -1 10 NECK (TYP. OF 7) �...c..:scz O 0 Aokrek 11,Z 1 ? 12°' ./ 1 1,1. ��� 7 „4' l7llall 47 1972.. "2 /ZIT ; 7 a S 12 "x1 O "S.A. r . O O MECHANICAL PLAN SCALE vs • ro VAV- 1 2 "x 14" $.A. 10 "x10 "SA. i (SP!. I A i (380) poi VAV -2 , r% /%/. I,r /fllll, m rasmgiillTmg: O O O CONTRACTORS REQUIRED BY LANDLORD THE FOLLOWING LANDLORD REQUIRED CONTRACTORS SHALL BE EMPLOYED AT TENANT C.C.'S EXPENSE FIRE ALARM CONTRACTOR: GUARDIAN SECURITY 9435 PROVOST ROAD NW SILVERDALE, WASHINGTON 98383 PHONE: 360- 692 -3738 FAX: 360 -692 -6857 E —MAIL: BOB VEZZANI bvezzani ®guardiansecurity.com ADMIN: PONY MAURICE pmauricac€'guardiansecurity.com PATRIOT FIRE PROTECTION, INC. ATTN: MARK FROMONG 2707 70TH AVENUE EAST TACOMA, WASHINGTON 98424 PHONE: 253-926-2290 253 -284 -3535 FAX: 253-922-6150 E —MAIL: markf©patriotfire.com CROWN FIRE PROTECTION, INC. ATTN: JOHN ABEL 4932 WEST INTERURBAN BLVD. BOTHELL, WASHINGTON 98012 PHONE: 425 -481 -7669 FAX: 425- 481 -8695 E —MAIL: jabelacrownfp.com SPRINKLER CONTRACTORS: COSCO FIRE PROTECTION ATTN: PATRICK CARNAHAN 15000 WOODINVILLE — REDMOND RD. SUITE #8 -800 WOODINVILLE, WASHINGTON 98072 PHONE: 425 -827 -9654 425- 686 -6313 FAX: 425 -827 -4784 E —MAIL: pcarnahanC- ' coscofire.com WESTERN STATES FIRE PROTECTION CO. ATTN: WES HAMILTON 7102 180TH AVENUE NE, #A REDMOND, WASHINGTON 98052 PHONE: 425 - 881 -0100 FAX: 425 - 881 -3030 E —MAIL: weston.hamilton @wsfp.com MECHANICAL CONTRACTOR'S NOTES= ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. 145g A- ?? 73/4$- RECEIVED MAR 2 7 2008 PERMIT CENTER M 100 HVAC SYMBOLS LEGEND RETURN AIR GRILLE SUPPLY AIR DIFFUSER RETURN AIR SUPPLY AIR R.A.G. DIFF. M.D. F.D. F.C. RETURN AIR GRILLE DIFFUSER MANUAL DAMPER FIRE DAMPER FLEXIBLE CONNECTION AIR DEVICE TYPE AIR VOLUME IN CUBIC FEET MINUTE (CFM) / THERMOSTAT R.A. S.A. ® LANDLORD NOTES DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEIUNG ALLOWING FOR AIR FLOW BACK TO LANDLORD'S AIR CONDITIONING UNIT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S SPRINKLER SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT, AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2, AND THE LATEST REQUIREMENTS OF NFPA -13, ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OFF COVER TYPE. ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOISTS, NOT FROM FLOOR OR ROOF DECK ABOVE. TENANT'S CONTRACTOR SHALL INSTALL AN INSPECTORS TEST CONNECTION, PIPED TO A FUNNEL DRAIN, (WITH WET TRAP), MOUNTED 3' -0" A.F.F.. INSTALL A 1" CORROSION RESISTANT SHUT —OFF VALVE. TENANT SHALL INSTALL A VANE TYPE WATERFLOW DETECTOR IN THE MAIN SPRINKLER LINE IMMEDIATELY AFTER CONNECTION TO THE LANDLORD'S MAIN, WHICH IS CONNECTED TO THE LANDLORD'S FIRE ALARM SYSTEM. * OR APPROVED EQUAL O i d HVAC + SPRINKLER KEYED NOTES 0 0 NEW VAV COMPATIBLE THERMOSTAT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. (TYPICAL OF 2). COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNTING HEIGHT 4' -0" A.F.F. PROVIDE LOCKING LUCITE COVER. TURN KEY OVER TO STORE MANAGER. ® COMBINATION EXHAUST FAN /LIGHT SUPPUED & INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). TEIBER MODEL #TFL9OL, 4 "0 DUCT SIZE, 165 W, 90 CFM, 2.0 SONES, 120v/1 ph /60hz. PROVIDE BACKDRAFT DAMPER. EXTEND AND CONNECT TO LANDLORD'S TOILET EXHAUST DUCT STUB —IN. FIELD VERIFY EXACT SIZE AND LOCATION. IF NO EXISTING LANDLORD EXHAUST DUCT, PROVIDE NEW TOILET EXHAUST DUCT THRU ROOF AS REQUIRED. MAINTAIN 1O' -0" MIN. AWAY FROM ANY OUTSIDE AIR INTAKES. VERIFY IN FIELD. ® PROVIDE & INSTALL NEW SPRINKLER HEAD ON TOILET ROOM CEIUNG (TYPICAL OF 2). COORDINATE EXACT LOCATION WITH LIGHT /FAN FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. • PROVIDE NEW OR RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED TO ACCOMMODATE NEW GYP. BD. CEILING (TYP.). COORDINATE EXACT LOCATION WITH NEW CEIUNG FIXTURES AND LIGHTS. MODIFY SUPPLY PIPING AS REQUIRED. ® NEW 2A -20B:C FIRE EXTINGUISHER PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE EXACT QUANTITY AND LOCATION(S) WITH LANDLORD AND LOCAL FIRE MARSHALL. ®6 APPROXIMATE LOCATION OF EXISTING SPRINKLER SYSTEM MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. ® NEW 2.5" THICK (R -7) EXTERNALLY INSULATED LOW PRESSURE SUPPLY AIR DUCT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2 HVAC SYSTEMS). PROVIDE TRANSITIONS AS REQUIRED, DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE AND /OR PRACTICAL IN JOIST SPACE. ® CONTRACTOR TO ENSURE DOOR IS UNDERCUT TOILET ROOM DOOR 3/4" MINIMUM TO FACILITATE AIR FLOW (TYPICAL OF 2). COORDINATE WITH GENERAL CONTRACTOR. ® 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALL AND BELOW STRUCTURE, OR OTHER BUILDING ELEMENTS (DUCTS, ETC.) THAT WILL ALLOW THE PASSAGE OF RETURN AIR BACK TO THE LANDLORD UNIT. O. PROVIDE AND INSTALL VOLUME DAMPER AT DIFFUSER CONNECTION TO BRANCH DUCT (TYPICAL). 11 LANDLORD'S EXISTING SUPPLY AIR DUCT TO MALL. FIELD VERIFY EXACT SIZE AND LOCATION. AVOID WITH ALL NEW CONSTRUCTION. MALL'S EXISTING SUPPLY AIR MAIN TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. NEW TRANE MODEL FAN POWERED VAV BOX WITH ELECTRIC HEAT SUPPLIED BY TENANT AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). CONNECT TO LANDLORD'S EXISTING SUPPLY AIR DUCT. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION AND CFM. 14 EXISTING DRAIN PIPE TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION. 15 EXISTING 8" DUCT TO REMAIN. FIELD VERIFY IF DUCT IS AN EXHAUST MAIN FOR TOILET EXHAUST DUCT TO CONNECT TO. FIELD VERIFY EXACT SIZE, LOCATION, AND USE OF DUCT. O. LANDLORD'S EXISTING SUPPLY MAIN DUCT TAP (TYPICAL OF 2). FIELD VERIFY EXACT SIZE AND LOCATION. 17 LANDLORD'S EXISTING SUPPLY AIR MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. 18 MEDIUM PRESSURE 12 "0 SUPPLY AIR DUCT TO VAV BOX SUPPUED AND INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). COORDINATE CONNECTION REQUIREMENTS TO LANDLORD'S SUPPLY AIR MAIN DUCT WITH LANDLORD. 19 SUPPLY AND INSTALL SPRINKLER HEAD ON FITTING ROOM CEIUNG (TYPICAL OF 4). COORDINATE EXACT LOCATION WITH CEILING GRID AND LIGHT FIXTURES. MODIFY PIPING AS REQUIRED. ©0 EXISTING MALL PIPING TO REMAIN. FIELD VERIFY EXACT SIZE AND LOCATION. AVOID WITH ALL NEW CONSTRUCTION. 2i PROVIDE AND INSTALL TURNING VANES AT ALL SQUARE /RECTANGULAR DUCT ELBOWS (TYPICAL). • FLEXIBLE DUCT, MAXIMUM LENGTH 5' -0 ". PROVIDE SMOOTH TRANSITIONS AND PROPER SUPPORTS PER S.M.A.C.N.A. (TYPICAL). USE FLEXIBLE DUCT FOR FINAL RUNOUT TO DIFFUSERS ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. Q PROVIDE AND INSTALL ACCESS PANEL FOR MAINTENANCE OF VAV BOX (TYPICAL OF 2). COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION AND SIZE. • FIELD VERIFY AND COORDINATE WITH LANDLORD TO SEE IF THIS WALL IS REQUIRED TO HAVE 6" MIN. CLEARANCE BETWEEN STRUCTURE AND TOP OF DEMISING WALL. MALL COMMON AREA IS ADJACENT TO TENANT SPACE. COORDINATE WITH WET SEAL'S GENERAL CONTRACTOR AFTER VERIFICATION. NOTE: CONTRACTOR TO PROVIDE ALL ELECTRONIC CONTROLS AS REQUIRED. COORDINATE WITH LANDLORD ON EXACT TYPE REQUIRED. O O V Zat VAV -1 10 NECK (TYP. OF 7) �...c..:scz O 0 Aokrek 11,Z 1 ? 12°' ./ 1 1,1. ��� 7 „4' l7llall 47 1972.. "2 /ZIT ; 7 a S 12 "x1 O "S.A. r . O O MECHANICAL PLAN SCALE vs • ro VAV- 1 2 "x 14" $.A. 10 "x10 "SA. i (SP!. I A i (380) poi VAV -2 , r% /%/. I,r /fllll, m rasmgiillTmg: O O O CONTRACTORS REQUIRED BY LANDLORD THE FOLLOWING LANDLORD REQUIRED CONTRACTORS SHALL BE EMPLOYED AT TENANT C.C.'S EXPENSE FIRE ALARM CONTRACTOR: GUARDIAN SECURITY 9435 PROVOST ROAD NW SILVERDALE, WASHINGTON 98383 PHONE: 360- 692 -3738 FAX: 360 -692 -6857 E —MAIL: BOB VEZZANI bvezzani ®guardiansecurity.com ADMIN: PONY MAURICE pmauricac€'guardiansecurity.com PATRIOT FIRE PROTECTION, INC. ATTN: MARK FROMONG 2707 70TH AVENUE EAST TACOMA, WASHINGTON 98424 PHONE: 253-926-2290 253 -284 -3535 FAX: 253-922-6150 E —MAIL: markf©patriotfire.com CROWN FIRE PROTECTION, INC. ATTN: JOHN ABEL 4932 WEST INTERURBAN BLVD. BOTHELL, WASHINGTON 98012 PHONE: 425 -481 -7669 FAX: 425- 481 -8695 E —MAIL: jabelacrownfp.com SPRINKLER CONTRACTORS: COSCO FIRE PROTECTION ATTN: PATRICK CARNAHAN 15000 WOODINVILLE — REDMOND RD. SUITE #8 -800 WOODINVILLE, WASHINGTON 98072 PHONE: 425 -827 -9654 425- 686 -6313 FAX: 425 -827 -4784 E —MAIL: pcarnahanC- ' coscofire.com WESTERN STATES FIRE PROTECTION CO. ATTN: WES HAMILTON 7102 180TH AVENUE NE, #A REDMOND, WASHINGTON 98052 PHONE: 425 - 881 -0100 FAX: 425 - 881 -3030 E —MAIL: weston.hamilton @wsfp.com MECHANICAL CONTRACTOR'S NOTES= ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. 145g A- ?? 73/4$- RECEIVED MAR 2 7 2008 PERMIT CENTER M 100 GENERAL A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS, SHALL FORM A PART OF THIS SECTION OF THE SPECIFICATIONS. B. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS SECTION. SCOPE EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS, BOTH ON TENANT CONSTRUCTION DRAWINGS AND LANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. INSPECTION OF SITE ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR IS FAMILIAR WITH JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. PERMITS ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCON- TRACTOR INVOLVED. CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND/OR REGULATIONS OF THE GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO OWNER. MATERIALS AND WORKMANSHIP A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UN- LESS OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY AND ALL DEFECTS. UKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COM- PETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL BE PROPERLY PROTECTED DURING CON- STRUCTION AND COMPLETION, INSTALLATION SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS PRESENT AS A RESULT OF THIS CONTRACT AND SHALL BE REMOVED FROM THE PREMISES, ABANDON. CODES AND REGULATIONS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. PROTECTION OF WORK AND PROPERTY A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE, SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. HE SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL. B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF, THE OWNER AND TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBUC LIABILITY. CHANGES IN THE WORK THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK, WITH CONTRACT SUM BEING ADJUSTED ACCORDINGLY. COOPERATION ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE SUF- FICIENT TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. CONTRACTORS SHALL CONTACT OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE INSTALL- ATION OF UNES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OR STRENGTH OF THE STRUCTURE. SUBSTITUTION OF MATERIALS MANUFACTURERS ARE USTED ON PLANS TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF QUALITY EQUAL TO OR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY, FOR THE PURPOSE OF WHICH THE ITEMS SPECIFIED WERE INTENDED. SHOP DRAWINGS SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL THAT MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND /OR CON- STRUCTION MODIFICATIONS. DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS DIAGRAMMATICALLY INDICATE THE LOCATIONS OF THE VARIOUS UNES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROWNG THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR, TO ANY ITEMS SHOWN ON CONTRACT DRAWINGS, SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. RESPONSIBILITY A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE AND FULLY OPERATIONAL SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. FOR EXAMPLE, ON SINK INSTALLATIONS, ESCUTCHEONS SHALL BE PROVIDED FOR COUNTERTOP PENETRATIONS, ALTHOUGH THEY WERE NOT SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED AIR BALANCE REPORT AT COMPLETION OF PROJECT. THIS SHALL BE REQUIRED FOR BOTH REMODELED AND NEW STORES. HEATING. VENTILATING AND AIR CONDITIONING GENERAL A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, INFORMATION OR INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY THE OWNER, SHALL BE COMPLIED WITH IN EVERY ASPECT. B. THE USTING HEREIN OF AN ARTICLE OR MATERIAL, OPERATION OR METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL EACH ITEM USTED, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. THE CONTRACTOR SHALL PERFORM EACH OPERATION PRESCRIBED OR LISTED ACCORDING TO THE CONDITIONS STATED. EXAMINATION OF SITE ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL EXISTING CONDITIONS AFFECTING HIS WORK. ALL PROPOSALS SHALL SPECIFY, IN WRITING, ALL SUCH CONDITIONS THAT MAY ALTER OR AFFECT THE WORK UNDER THIS CONTRACT. SCOPE FURNISH ALL MATERIALS. EQUIPMENT. AND LABOR NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM EXCEPT AS SPECIFICALLY EXCLUDED BY DRAWINGS AND /OR BY TENANT'S DIRECTIONS. EQUIPMENT A. PARALLEL FAN - POWERED TERNIMAL UNITS: 1. CASING - 22 -GAUGE GALVANIZED STEEL. HANGER BRACKETS, SIDE ACCESS, AND FILTER WI \RICH IS ON THE PLENUM INLET ARE PROVIDED AS STANDARD. 2. AGENCY LISTING - THE UNIT IS UL LISTED AS A ROOM AIR TERMINAL UNIT. CONTROL #9N65. ARI 880 CERTIFIED. 3. INSULATION -- 1/2" MATTE -FACED INSULATION. THE INTERIOR SURFACE OF THE UNIT CASING IS ACOUSTICALLY AND THERMALLY LINED WITH 1/2 ", 1.75 LB /CU. FT DENSITY GLASS FIBER WITH A HIGH DENSITY FACING OF 4.0 LB /CU. FT. THE INSULATION R -VALUE IS 1.9. THE INSULATION IS UL LISTED AND MEETS NFPA -90A AND UL 181 STANDARDS. THERE ARE NO EXPOSED EDGES OF INSULATION (COMPLETE METAL ENCAPSULATION) 4. PRIMARY AIR VALVE - AIR VALVE ROUND. THE PRIMARY AIR INLET CONNECTION IS AN 18-GAUGE GALVANIZED STEEL CYLINDER SIZED TO FIT STANDARD ROUND DUCT. A MULTIPLE POINT, AVERAGING FLOW SENSING RING IS PROVIDED WITH BALANCING TAPS FOR MEASURING AIRFLOW. AN AIRFLOW VERSUS PRESURE DIFFERENTIAL CALIBRATION CHART IS PROVIDED. THE DAMPER BLADE IS CONSTRUCTED OF A CLOSED-CELL FOAM SEAL THAT IS MECHANICALLY LOCKED BETWEEN 2 22 -GAUGE GALVANIZED STEEL DISKS. THE DAMPER BLADE ASSEMBLY IS CONNECTED TO A CAST ZINC SHAFT SUPPORTED BY SELF - LUBRICATING BEARINGS. THE SHAFT IS CAST WITH A DAMPER POSITION INDICATOR. THE VALVE ASSEMBLE INCLUDES A MECHANICAL STOP TO PREVENT OVER STROKING. THE MAXIMUM LEAK RATE IS 1% AT 4" W.G. INLET STATIC PRESSURE. 5. FAN MOTOR - SINGLE SPEED, DIRECT DRIVE, PERMANENT SPLIT CAPACITOR TYPE. THERMAL OVERLOAD PROTECTION PROVIDED. MOTORS WILL BE DESIGNED SPECIFICALLY FOR USE WITH AN OPEN SCR. MOTORS WILL ACCOMMODATE ANTI - BACKWARD ROTATION AT START UP. MOTOR AND FAN ASSEMBLY ARE ISOLATED FROM TERMINAL UNIT. 6. FAN SPEED CONTROL - VARIABLE SPEED CONTROL SWITCH (SCR). THE SCR SPEED CONTROL DEVICE IS PROVIDED AS STANDARD AND ALLOWS THE OPERATOR INFINITE FAN SPEED ADJUSTMENT SO THE FAN OUTPUT MAY BE MODIFIED TO ACHIEVE EXACT CFM REQUIREMENTS. 7. TRANSFORMER - THE 50 VA TRANSFORMER IS FACTORY MOUNTED IN THE FAN CONTROL BOX TO PROVIDE 24 VAC FOR CONTROLS. 8. POWER DISCONNECT - THE POWER DISCONNECT IS PROVIDED AS STANDARD AND ALLOWS THE OPERATOR TO TURN THE UNIT ON OR OFF BY TOGGLING TO THE APPROPRIATE SETTING. THIS SWITCH BREAKS BOTH LOEGS OF POWER TO THE FAN AND THE ELECTRONIC CONTROLS )IF APPLICABLE). 9. OUTLET CONNECTION - FLANGED CONNECTION. A RECTANGULAR OPENING ON THE UNIT DISCHARGE TO ACCEPT A 90' FLANGED DUCTWORK CONNECTION. 10. FILTER -- A 1" FILTER IS PROVIDED ON THE PLENUM INLET AND ATTACHES TO THE UNIT WITH A FILTER FRAME. 11. ACCESS PANEL - INTERNAL ACCESS TO UNIT IS ACHIEVED THROUGH PLENUM INLET. 12. ELECTRIC HEAT COIL - THE ELECTRIC HEATER IS FACTORY PROVIDED AND INSTALLED, UL RECOGNIZED RESISTANCE OPEN -TYPE HEATER WITH AIRFLOW SWITCH. IT ALSO CONTAINS A DISC -TYPE AUTOMATIC PILOT DUTY THERMAL PRIMARY CUTOUT, AND MANUAL RESET LOAD CARRYING THERMAL SECONDARY DEBICE. HEATER ELEMENT MATERIAL IS NICKEL - CHROMIUM. THE HEATER TERMINAL BOX IS PROVIDED WITH 7/8" KNOCKOUTS FOR CUSTOMER POWER SUPPLY. TERMINAL CONNECTIONS ARE PLATED STEEL WITH CERAMIC INSULATORS. HEATER OCNTROL ACCESS IS ON THE DISCHARGE SIDE OF THE UNIT. ELECTRIC HEAT OPTIONS: A. CONTACTORS - MAGNETIC CONTACTOR. AN ELECTRIC HEATER 24 -VOLT CONTACTOR FOR USE WITH DIRECT DIGITAL CONTROL (DDC) OR ANALOG ELECTRONIC CONTROLS. B. AIRFLOW SWITCH - AN AIR PRESSURE DEVICE DESIGNED TO DISABLE THE HEATER WHEN THE SYSTEM FAN IS OFF. C. POWER FUSE - IF POWER FUSE IS CHOSEN WITH A UNIT WITH ELECTRIC HEAT, THEN A SAFETY FUSE LOCATED IN THE ELECTRIC HEATER'S LINE OF POWER TO PREVENT POWER SURGE DAMAGE TO ELECTRIC HEATER. 13. UNIT CONTROLS SEQUENCE OF OPERATION - THE UNIT CONTROLLER CONTINUOUSLY COMITORS THE ZONE TEMPERATURE AGAINST ITS SETPOINT AND VARIES THE PRIMARY AIRFLOW AS REQUIRED TO MEET ZONE SETPOINTS. AIRFLOW IS LIMITED BY MINIMUM AND MAZIMUM POSITION SETPOINTS. FOR A PARALLEL UNIT, THE CONTROLLER WILL INTERMITTENTLY START THE FAN UPON A CALL FOR HEAT. UPON A FURTHER CALL FOR HEAT, ANY HOT WATER OR ELECTRIC HEAT ASSOCIATED WITH THE UNIT IS ENABLED. 14. ANALOG ELECTRONIC CONTROLS A. ANALOG ACTUATOR - A TRANE 3 -WIRE, 24 VAC FLOATING -POINT CONTROL ACTUATOR WITH LINKAGE RELEASE BUTTON. TORQUE IS 35 IN -LB MINIMUM AND IS NON- SPRING RETURN WITH A 90- SECOND DRIVE TIME. TRAVEL IS TERMINATED BY END STOPS AT FULLY OPENED AND CLOSED POSITIONS. AN INTEGRAL MAGNETIC CLUTCH EUMINATES MOTOR STALL. B. ANALOG ELECTRONIC CONTROLLER - THE CONTROLLER CONSISTS OF A CIRCUIT BOARD THAT OFFERS BASIC VAV UNIT OPERATION AND ADDITIONAL OVERRIDE FUNCTIONS AND OPERATED USING 24 VAC POWER. THE CONTROLLER USED A CAPACITIVE TYPE PRESSURE TRANSDUCER TO MAINTAIN CONSISTENT AIR DEUVERY REGARDLESS OF SYSTEM PRESSURE CHANGES. THE ENCLOSURE HAS 7/8" KNOCKOUTS FOR REMOTE CONTROL WIRING. A TRANE ELECTRONIC ZONE SENSOR IS REQUIRED. C. ANALOG ELECTRONIC THERMOSTAT - THIS SINGLE - TEMPERATURE, WALL- MOUNTED ELECTRONIC DEVICE UTILIZES A THERMISTOR TO VARY THE VOLTAGE OUTPUT IN RESPONSE TO CHANGES IN THE ZONE TEMPERATURE. CONNECTIONS TO THE VAV UNIT CIRCUIT BOARD ARE MADE USING STANDARD THREE - CONDUCTOR THERMOSTAT WIRE. THE SETPOINT. THE OTHER MODEL HAS AN EXTERNALLY ADJUSTABLE 2 MODELS. ONE MODEL HAS A CONCEALED, INTERNALLY ADJUSTABLE SETPOINT ADJUSTMENT RANGE IS 63 -85'F. THE SENSOR IS AVAILABLE IN SETPOINT. ELECTRIC HEAT OPTIONS: A. CONTACTORS - MAGNETIC CONTACTOR. AN ELECTRIC HEATER 24 -VOLT CONTACTOR FOR USE WITH DIRECT DIGITAL CONTROL (DDC) OR ANALOG ELECTRONIC CONTROLS. B. AIRFLOW SWITCH - AN AIR PRESSURE DEVICE DESIGNED TO DISABLE THE HEATER WHEN THE SYSTEM FAN IS OFF. C. POWER FUSE - IF POWER FUSE IS CHOSEN WITH A UNIT WITH ELECTRIC HEAT, THEN A SAFETY FUSE LOCATED IN THE ELECTRIC HEATER'S UNE OF POWER TO PREVENT POWER SURGE DAMAGE TO ELECTRIC HEATER. 13. UNIT CONTROLS SEQUENCE OF OPERATION - THE UNIT CONTROLLER CONTINUOUSLY MONITORS THE ZONE TEMPERATURE AGAINST ITS SET POINT AND VARIES THE PRIMARY AIRFLOW AS REQUIRED TO MEET ZONE SET POINTS. AIRFLOW IS LIMITED BY MINIMUM AND MAXIMUM POSITION SET POINTS. FOR A PARALLEL UNIT, THE CONTROLLER WILL INTERMITTENTLY START THE FAN UPON A CALL FOR HEAT. UPON A FURTHER CALL FOR HEAT, ANY HOT WATER OR ELECTRIC HEAT ASSOCIATED WITH THE UNIT IS ENABLED. 14. ANALOG ELECTRONIC CONTROLS A. ANALOG ACTUATOR - A TRANE 3 -WIRE, 24 VAC FLOATING -POINT CONTROL ACTUATOR WITH LINKAGE RELEASE BUTTON. TORQUE IS 35 IN -LB MINIMUM AND IS NON - SPRING RETURN WITH A 90-SECOND DRIVE TIME. TRAVEL IS TERMINATED BY END STOPS AT FULLY OPENED AND CLOSED POSITIONS. AN INTEGRAL MAGNETIC CLUTCH EUMINATES MOTOR STALL. B. ANALOG ELECTRONIC CONTROLLER - THE CONTROLLER CONSISTS OF A CIRCUIT BOARD THAT OFFERS BASIC VAV UNIT OPERATION AND ADDITIONAL OVERRIDE FUNCTIONS AND OPERATED USING 24 VAC POWER. THE CONTROLLER USED A CAPACITIVE TYPE PRESSURE TRANSDUCER TO MAINTAIN CONSISTENT AIR DELIVERY REGARDLESS OF SYSTEM PRESSURE CHANGES. THE ENCLOSURE HAS 7/8" KNOCKOUTS FOR REMOTE CONTROL WIRING. A TRANE ELECTRONIC ZONE SENSOR IS REQUIRED. C. ANALOG ELECTRONIC THERMOSTAT - THIS SINGLE - TEMPERATURE, WALL- MOUNTED ELECTRONIC DEVICE UTILIZES A THERMISTOR TO VARY THE VOLTAGE OUTPUT IN RESPONSE TO CHANGES IN THE ZONE TEMPERATURE. CONNECTIONS TO THE VAV UNIT CIRCUIT BOARD ARE MADE USING STANDARD THREE- CONDUCTOR THERMOSTAT WIRE. THE SET POINT. THE OTHER MODEL HAS AN EXTERNALLY ADJUSTABLE 2 MODELS. ONE MODEL HAS A CONCEALED, INTERNALLY ADJUSTABLE SET POINT ADJUSTMENT RANGE IS 63 -85'F. THE SENSOR IS AVAILABLE IN SET POINT. C. EXHAUST FANS 1. COMBINATION EXHAUST FAN /LIGHT SUPPUED & INSTALLED BY HVAC CONTRACTOR (TYPICAL OF 2). TEIBER MODEL #TFL90L, 4"93 DUCT SIZE, 165 W, 90 CFM, 2.0 SONES, 120v/1 ph /60hz. PROVIDE BACKDRAFT DAMPER. D. ALL VAVS SHALL BE EQUIPPED WITH PROGRAMMABLE THERMOSTAT SENSOR CAPABLE OF BEING ADJUSTED TO 55T HEATING AND 85'F COOUNG. DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION SHALL BE AS FOLLOWS: COOUNG: 75'F MAXIMUM OCCUPIED COOLING TEMPERATURE 85'F COOLING NIGHT SETBACK. HEATING: 70T MAXIMUM OCCUPIED HEATING TEMPERATURE 60'F HEATING NIGHT SETBACK. FAN: CONTINUOUS IN OCCUPIED AND RECOVERY MODE AND WITH • HEATING OR COOUNG EQUIPMENT IN UNOCCUPIED MODE. DEADBAND: CAPABLE OF MAINTAINING A 5'F DEADBAND. CLOCK: 7 DAY CAPABLE OF 7 DIFFERENT DAY SCHEDULES. OVERNIGHT: HAVE A 2 HOUR OVERRIDE ACCESSIBLE TO MANAGER. BACKUP: CAPABLE OF MAINTAINING PROGRAMMED SETTING FOR AT LEAST 10 HOURS WITHOUT POWER. DUCTWORK A. SQUARE /RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL B. ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL. ALL 90 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JOINTS SHALL BE SWAGGED WITH ONE -HALF INCH (1/2 ") OVERLAP. C. ALL SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED STEEL WITH 2.5" THICK (MIN. R -7) .75 PCF EXTERNAL ACOUSTICAL AND THERMAL INSULATION. 1. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE USTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC- PLUS - EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. D. FLEXIBLE AIR DUCT FOR CONNECTIONS BETWEEN S.M. DUCT AND DIFFUSER SHALL BE AIR DUCT LISTED BY UNDERWRITERS LABORATORIES UNDER UL STANDARD 181 AS A CLASS 1 FLEXIBLE AIR DUCT AND COMPLYING WITH NFPA STANDARDS 90A AND 90B. DUCT SHALL BE FACTORY MADE AND COMPOSED OF A CPE LINER DUCT PERMANENTLY BOUNDED TO A COATED SPRING STEEL WIRE HELIX AND SUPPORTING A FIBER GLASS INSULATING BLANKET. R. -7.0 LOW PERMEABILITY OUTER VAPOR BARRIER OF FIBER GLASS REINFORCED FILM LAMINATE SHALL COMPLETE THE COMPOSITE. E. CONTRACTOR SHALL SUPPLY AND INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH TERMINATE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE -HALF INCH (1/2") MESH IN REMOVABLE GALVANIZED STEEL FRAMES. F. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN THE LATEST EDITION OF THE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS GUIDE (ASHRAE), FABRICATED AND INSTALLED IN ACCORDANCE WITH THE METHODS RECOMMENDED IN THE SHEET METAL AND AIR CON- DITIONING CONTRACTORS NATIONAL ASSOCIATION ( SMACNA) HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE HANGERS AND SUPPORTS A. B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 U.S. GAUGE ATTACHED TO DUCT BY MEANS OF RIVETS, SCREWS OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH 1-1/4" x 1-1/4" x 1-1/4" ANGLES AT FLOOR PENETRATIONS. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. F1ASHING A. CONTRACTOR SHALL PROVIDE WATER TIGHT 24 GA. SHEET METAL FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR TO ROOF, ETC. ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE INCLUDED IN THE RESPONSIBILITY OF THE HVAC SUBCONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK TO MAINTAIN THE ROOF WARRANTY. DAMPERS A. SPLITTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT LESS THAN NO. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. EACH DAMPER TO BE SIZED ADEQUATELY TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON OPPOSITE END. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH ENDS). B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON ONE -HALF INCH WV) DIAMETER RUSTPROOF AXLE. BEARINGS TO BE OF THE SELF -L BRI ATING FERRULE TYPE. C. FIRE DAMPERS SHALL BE SUPPLIED AND INSTALLED BY HVAC CON- TRACTOR AT DUCT PENETRATIONS IN FIRE RATED WALLS, FLOORS, CEILINGS AND ROOF AS REQUIRED. COORDINATE WITH LANDLORD, LOCAL FIRE MARSHALL AND ALL CODES AND GOVERNING AUTHORITIES HAVING JURISDICTION. D. FIELD FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN SQUARE ELBOWS. PROVIDE AND INSTALL BARBER - COLMAN AIRTURNS OR EQUAL. TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTER LINE RADIUS OF ONE AND ONE -HALF (1 -1/2) TIMES THE DUCT WIDTH. DUCTWORK - EXCEPTIONS DUCTWORK FOR EXHAUST OR OUTSIDE SUPPLY AIR SHALL BE ALL METAL AND CONSTRUCTED ACCORDING TO RECOMMENDED PRACTICES OF THE LATEST ISSUE OF ASHRAE. SUPPORT OF DUCT SYSTEM HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE "SMACNA" MANUAL ARE ADHERED TO. DUCTS SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT MORE THAN 8' -0" O.C. STRAIGHT DUCTS UP TO 59" MAX. DIMENSIONS SHALL BE SUPPORTED 6' -0" O.C. DUCTS OVER 60" MAX. DIMENSIONS SHALL BE SUPPORTED AT 4' -0" O.C. REINFORCEMENT ALL DUCTS SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF SMACNA MANUAL. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL ALL SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. TESTING AND ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE WITH AIR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME READINGS IN ACCORDANCE WITH ASHRAE AND PROVIDE SAME TO TENANT. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. ACCESSORY ITEMS ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CON- NECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL SPRINKLER SYSTEM A. SHOP DRAWINGS -THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TENANT'S LANDLORD AND TO THE APPROPRIATE AUTHORITIES AND INSURANCE UNDERWRITER FOR THEIR APPROVAL. A COPY OF THE APPROVAL LETTER FROM THESE AUTHORITIES SHALL BE FORWARDED TO THE TENANT, LANDLORD AND DESIGN ARCHITECT. B. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. STORE FRONT: CONCEALED, PAINT COVER PLATE TO MATCH CEILING 2. NON - PUBLIC AREAS WITH CEILINGS: CHROME PEDANT 3. PUBUC AREAS WITH CEILINGS: CONCEALED, PAINT COVER PLATE TO MATCH CEILING NOTE FOR GENERAL CONTRACTOR; IT IS THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS USTED ON THIS SHEET AS THEY MAY PERTAIN TO THE SPECIFIC JOB. LANDLORD'S NOTES ALL SPRINKLERS IN THE PUBLIC ZONE OF THE SPACE SHALL BE FULLY RECESSED WITH COVER PLATES. SPRINKLER LAYOUT AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA 13. ALL TENANT MECHANICAL WORK SHALL CONFORM TO 2006 INTERNATIONAL MECHANICAL CODE. ROOF JOIST HANGER WIRE SHEET MTL. DUCT HANGER RECTANGULAR DUCT ROOF JOIST HANGER WIRE �� SHEET MTL. DUCT HANGER SPIRAL DUCT DUCT HANGING DETAILS LANDLORD'S SUPPLY AIR DUCT MAIN H.P. FLEX DUCT MAX. 1' -0" 115V WIRING & J -BOX BY ELECTRICAL CONTRACTOR J- BOX r i * THERMOSTAT WIRING i BY HVAC CONTRACTOR MEDIUM TO HIGH PRESSURE DUCT ELECTRONIC DAMPER OPERATOR * FOLLOW MANUFACTURER'S WIRING DIAGRAM ROOM THERMOSTAT HANGERS (TYP. OF 4) VAV BOX VAV BOX CONNEC11ON DETAIL WALE NONE BEAM BEAM CLAMP ii CLEVIS HANGER OVERSIZED FOR INSULATION WITH 18" ROLLED SLEEVE FOR SUPPORT 180' PIPE HANGER DETAIL WALE NONE HANGER SPACING AND ROD SIZE PIPE MAX ROD SIZE SPAN SIZE 3'4" 7' 1 7' 1 1/4" 7' 1 1/2" 9' n 10' 2 1/2" 11' 3 12' 3 1/2" 13' 4" 14' 5" 16' 6" 17' 8" 19' 10" 22' 12" 23' 14" 25' 16" 27' 18" 28' 20" 30' 24 32' 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 5/8" 3/4" 3/4 " 7/8" 7/8" 1" 1 1/4 1 1/4 " 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5' -0". FIRE DAMPER (LOCATION WHEN REQUIRED) VOLUME DAMPER (FOR FINAL BALANCE ADJUSTMENT) SPIN -IN FITTING WITH BALANCING DAMPER AND 45' EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) C HVAC DUCTWORK DETAIL 3 ecus ,b,e FAN EXHAUST GRILLE CONNECT TO LANDLORD'S TOILET EXHAUST DUCT STUB -IN. REFER TO KEYED NOTES. " INSULATED BOX TOILET EXHAUST DETAIL I SCALE NONE BACKDRAFT DAMPER c 4 1, D68-50 RECEIVED MAR 2 7 2008 PERMIT CENTER M200 PLUMBING FIXTURE SCHEDULE FIXTURE DATA CONNECTION DATA REMARKS FIXTURE QTY. MFG. CATALOG NO. COLOR SOIL SIZE VENT SIZE TRAP WATER COLD HOT CLOSET 1 *CRANE 31054 WHITE 4" 2" 4" 1 " __ — 1.6 GPO, OPEN HINGED WHITE OPEN HINGED SEAT, SEAT, LEFT HAND TRIP LEVER BOWL MODEL #3954 TANK MODEL #3544 WATER CLOSET 1 *CRANE 31054 WHITE 4" 2" 4" 2 - -- 1.6 GPF, 17 -1/4" HIGH, WHITE OPEN HINGED SEAT, RIGHT HAND TRIP LEVER BOWL MODEL #3954 TANK MODEL #3549 LAVATORY 2 *CRANE 1412 -30V WHITE r 114" 27-.. 4" ii " 20 "x18" VITREOUS CHINA, 4" CENTERSET, FAUCET: ZURN #Z -81104 W/ WRIST BLADE HANDLES FLOOR DRAIN 2 *JOSAM 30000—S—Z - - -- 3" 2 3" -- - -- w /6" STRAINER WALL CLEAN OUT 1 * JOSAM —.__._ ____ - -- - -- ---- - -- SEE DETAIL TRAP PRIMER 2 *WATTS A200S - - -- ----- - -- - -- %" - -- SEE DETAIL FLOOR CLEAN OUT AN 1 *JOSAM - -__ __ — ._ 4 " - -- - -- - -- - -- SEE DETAIL NEW PLUMBING RXTURE CALCULATIONS FIXTURE SANITARY FIXTURE QUANTITY SANITARY FIXTURE UNIT EA. SANITARY FIXT. UNIT TOTAL TEMPERATURE PRESSURE RELIEF VALVE C.W. F.U. EACH C.W. F.U. TOTAL WATER CLOSET 2 4 8 2" 2X 5 LAVATORY 2 1 2 1X" 1 2 FLOOR DRAIN 2 0 0 2" — — TRAP PRIMER 2 — — 2" X 1 TOTALS SERVICE CONNECTION SIZE 10 — WATER CLOSET 8 SAN. VENT C.W. 4" 4" 3/4" WATER HEATER SCHEDULE PLUMBING SYMBOLS MFR. SANITARY SEWER UNE T.P.R.V. TEMPERATURE PRESSURE RELIEF VALVE SAN. VOLTS STORM SEWER LINE P.O.C. POINT OF CONNECTION ST — — V VENT UNE E.Q.F. ELECTRIC DRINKING FOUNTAIN 6 —GAL COLD WATER SUPPLY LINE S.S. SERVICE SINK 1 60' F HOT WATER SUPPLY UNE M.S. MOP SINK SHUT —OFF VALVE LAV. LAVATORY �❑ BACKFLOW PREVENTER "" URINAL NJ V.T.R. VENT THRU ROOF W.C. WATER CLOSET C.I. CAST IRON A.F.F. ABOVE FINISHED FLOOR F.C.O. FLOOR CLEAN OUT B.F.F. BELOW FINISHED FLOOR W.C.O. WALL CLEAN OUT F.D. FLOOR DI WATER METER T.P. TRAP PRIMER WATER HEATER WATER HEATER SCHEDULE PLAN TAG MFR. MODEL # CAPACITY RECOVERY WATTS VOLTS PHASE TEMP. RISE ELEMENT WATTS LOWER UPPER WH -1 *A0. SMITH EJC -6 6 —GAL 7 GPH 1650 120 1 60' F 1650 - - -- PLUMBING SPECIRCATIONS HANDICAP SPECIFICATIONS: ARCHITECTURAL BARRIERS ACT 42 /USC. 4151 -4157 -GENERAL THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLY WITH REQUIREMENTS OF THIS FACILITY. PLUMBING FIXTURES A. WATER CLOSET (STANDARD) -- AS IDENTIFIED ON PLANS — WITH OLSONITE SEAT #95. 1/2" C.W. SUPPLY W /STOP VALVE AND 4" VENTED WASTE. WATER CLOSET (BARRIER FREE), — AS IDENTIFIED ON PLANS ELONGATED WATER SAVER CADET 18" HIGH WITH OLSONITE #95 CLOSET SEAT 1/2" C.W. SUPPLY AND 4" VENTED WASTE. HEIGHT OF WATER CLOSET SEAT SHALL BE 17 MIN. & 19" MAX. FORCE REQUIRED TO ACTIVATE FLUSH VALVE LEVER TO BE 5 LBS. MAXIMUM (4.16.5) B. LAVATORY — AS IDENTIFIED ON PLANS WITH SINGLE CONTROL LEVER FAUCET, 1/2" C.W. AND H.W. SUPPLY W /STOP VALVE AND 1-1/2" VENTED WASTE. (WHEN SPECIFIED BARRIER FREE, MOUNT BOTTOM OF RIM © 29" A.F.F.) PROVIDE 30"x48" CLEAR FLOOR SPACE FOR FORWARD APPROACH, INCLUDING KNEE AND TOE SPACE. PROVIDE CLEAR SPACE BENEATH LAVATORY 29" HIGH x 30" WIDE x 8" DEEP (KNEE SPACE) AND 9" HIGH FROM THE FLOOR x 30" WIDE x 17" DEEP FROM FRONT OF LAVATORY (TOE SPACE). EXPOSED WATER AND DRAIN PIPING BELOW LAVATORY SHALL BE INSULATED WITH "PLUMBEREX" (OR EQUAL) PIPE COVERS. FAUCET CONTROLS SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. SELF— CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT LEAST 10 SECONDS. C. CLEAN —OUTS — SHALL BE AS MANUFACTURED BY JOSAM, ZURN, OR EQUAL, AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES, AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. ALL CLEAN —OUTS SHALL BE FLUSH WITH FINISHED FLOOR TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. D. FLOOR DRAIN — AS IDENTIFIED ON PLANS. CAST IRON DRAIN WITH NICKEL— BRONZE ADJUSTABLE STRAINER; INSIDE CAULK. OUTLET AND CLAMPING DEVICE WHERE REQUIRED. PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER WHERE INDICATED. E. WATER HEATER — MANUFACTURER AS IDENTIFIED ON PLANS. REFER TO PLUMBING DRAWING TO DETERMINE IF NEW WATER HEATER IS A TANK TYPE OR IS OF THE INSTANTANEOUS VARIETY. NNNOTE: NOTE: OWNER'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF ALL TOILET ACCESSORIES INCLUDING SUPPORT BLOCKING INSIDE WALL A. SANITARY SEWER -- CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO INCHES (2") IN SIZE AND SMALLER MAY BE EITHER SCHEDULE 40 GALVANIZED STEEL OR COPPER PIPING. B. DOMESTIC WATER AND HOT WATER PIPING TO BE COPPER TYPE "L" INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATING TO A THICKNESS OF 1". P IPING A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON DRAWINGS. SIZES SHOWN ON ON DRAWINGS ARE NOMINAL PIPE SIZES. B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATERIAL PRESENT AND SHALL BE SWABBED IF NECESSARY. PREPARING PIPE A. SCREWED PIPE SHALL BE INSTALLED WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. B. BELOW GRADE SANITARY PIPING SHALL BE CAST IRON PIPE AND SHALL BE INSTALLED WITH ONE THIRD OF THE HUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST QUALITY CAULKING AT ONE POURING AND CAULKED TIGHT. C. COPPER JOINTS SHALL BE MADE UP WITH 95 -5 SOLDER. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10' -0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE #199F OR GRINNELL #104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. YAM ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCK HAM, LUNKENHEIMER, NORDSTROM, GRINNELL OR EQUAL. TESTING AND ,ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF PIPING SYSTEM TO FULL SATISFACTION OF TENANT. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING CODES. G UARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED PLUMBING SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. PLUMBING KEYED NOTES 0 O NEW 6 GALLON ELECTRIC WATER HEATER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL CONTRACTOR. ®2 NEW HANDICAPPED WATER CLOSET SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. CD NEW HANDICAPPED LAVATORY SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. 0 LANDLORD'S EXISTING COLD WATER 3/4" STUB —IN. FIELD VERIFY EXACT LOCATION AND SIZE. • LANDLORD'S EXISTING SANITARY SEWER MAIN. FIELD VERIFY EXACT LOCATION AND SIZE. Q LANDLORD'S EXISTING 3" VENT STUB —IN. FIELD VERIFY EXACT LOCATION AND SIZE. • NEW 3" FLOOR DRAIN. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. Q NEW 4" FLOOR CLEAN OUT. REFER TO SANITARY RISER DIAGRAM AND DETAIL FOR ADDITIONAL INFORMATION. O9 NEW WATTS MODEL #A220S /LF (OR APPROVED EQUAL) TRAP PRIMER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO DETAIL AND SCHEDULE FOR ADDITIONAL INFORMATION. (1)/ LANDLORD'S EXISTING 4" SANITARY STUB —IN. FIELD VERIFY EXACT LOCATION AND SIZE. 11 LANDLORD'S EXISTING CLEANOUT. FIELD VERIFY EXACT LOCATION AND SIZE. 12 NEW 4" WALL CLEAN OUT. REFER TO SANITARY RISER DIAGRAM AND DETAIL FOR ADDITIONAL INFORMATION. 13 PLUMBING CONTRACTOR TO PROVIDE AND INSTALL REDUCED BACKFLOW PREVENTER ON WATER SERVICE INTO SPACE AS REQUIRED. COORDINATE WITH LANDLORD ON EXACT TYPE. * OR APPROVED EQUAL * OR APPROVED EQUAL NOTE: PROVIDE DRAIN VALVE, T & P RELIEF VALVE, AND DRAIN PAN PLUMBING CONTRACTOR'S NOTES ALL OF THE PLUMBING /PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. `boy -6h NEW 4" F.C.O. 1 REDUCED BFP C LANDLORD'S EXISTING 3/4" COLD WATER STUB —IN. FIELD VERIFY EXACT LOCATION AND SIZE. NOTE: ALL NEW VENT PIPING PASSING THROUGH CEILING PLENUM AREA SHALL BE CAST IRON. 1/2" CW FROM T.P. NEW 10— GALLON ELEC. WATER HEATER 4 " NOTE: ALL NEW HOT AND COLD WATER LINES SHALL BE INSULATED C SAFE PAN MIN. 6" HIGH & SEALED WATER TIGHT. MIN. 6" CLEARANCE ALL AROUND WATER HEATER. SCALE: NONE F.D. LAV. SCALE: NONE n T.P. W.C. 1 1 /2" 3/4 cL--- 1 "V PLUMBING PLAN scam yr - ,a LAV. I II 2'V 2N-4 2"V L . I .. I 2"V . 1 .. � '� 1 11/2 "V LAV. 2'V F.D. c W.C, 4" 4" 1/2" CW FROM T.P. LANDLORD'S EXIST. C.O. T.P.R.V. T.P. 1/2" CW TO F.D. LANDLORD'S EXISTING 3" VENT STUB —IN. FIELD VERIFY EXACT LOCATION AND SIZE. 2"V i LAV. II I WATER RISER DIAGRAM 2'V - .r- ¢2"V DRAIN LINE FROM SAFE PAN. ROUTE PER LANDLORD'S DIRECTIONS. EXIST. SAN. NEW 4" W.C.O. RECE MAR 2 7 W06 PERMIT CENTER LANDLORD'S EXISTING 4" SANITARY SEWER STUB —IN. FIELD VERIFY EXACT LOCATION, SIZE AND DIR ,CC ON OF FLOW. ik- v1144 An D SANITARY RISER DIAGRAM P100 t I 1 t 2 i 1 i REGIRRATION' P , I , 4 : , = ....,—. • 1 i i 1 i 1 I 1 i 1 —I' REv j DATE 1 DESCRIPTION I NAME 1 t i t t t 1 I 1 L , 1 , ... , 1 . 4._ , t , PROJECT NO: 0130326 t CEJE I .. , ,. , 1 .10 DRAWN BY; BH ....... ___ I ...., „_„..., i t 1 i 1 _ .. , t .•, : t • — 4----' +- --t i • L 1......., i , 1 ' 7 ' RAG ROAD SUITE 300 1 1 i St LOUR ma tam -I— 4 t • ' 71411 ° RE 1 E ' RI C f.1 J. G)Gity : 1 IN=16 CHECKED BY: SL -' i i ' 1056 SpUTHCENTR I i 1 • twAy.arcitcorti •LE WA1911038 1 , 1 , . i , i '''.. ' ' '' ,..;1: . --, 44 .1 4A — ;44,L;erti, ' • — 0 ISSUE DATE: , i • I 1 1 4 .,,.........4. , . i t , 1 .• .-• : 1 1 -,. ----- " - "r 1 : 1 i i 4' ! ....- 1 1 1 1 I 1 " STOPE 40220 I : 1 i . ,.........,_ ...... , I , PLUMBING PLAN i , , , 1..........,... ...,, 1 t 1 1 z . CLEANOUT TO BE LOCATED IN NON CARPETED AREA WHEN POSSIBLE. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH w/ TOP OF FLOOR FINISHED FLOOR 111 --111 1/8 BEND FLOOR CLEANOUT DETAIL SCALE NONE WASTE LINE, LENGTH TO SUIT WASTE LINE CHROME WALLCOVER AND SCREW 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE WALL CLEANOUT DETAIL SCALE NOM MAY EXTEND AS WASTE OR VENT PLUGGED TEE w/ CLEANOUT FLOOR UNE 1/8 BEND WASTE LINE LENGTH TO SUIT WASTE LINE PIPE HANGER DETAIL SCALE= NONE PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. 1/2" CW TO TRAP PRIMER CAST IRON FLOOR DRAIN 5LB. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON — SHRINK SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24 "). ADJUSTABLE STRAINER CORE DRILL 10 "o AND 4 "o HOLES THREADED OR CAULK OUTLET OUTLET FINISH FLOOR SLOPE TO DRAIN v' 4 • NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). FLOOR DRAIN WITRAP PRIMER ecKa NONE FLOOR DRAIN 1 /2" CW 1 /2" CW NOTE: PROVIDE TRAP PRIMERS FOR DRAINS AS REQUIRED BY LOCAL AUTHORITIES OR CODE. DEEP SEAL P —TRAP W/ TRAP PRIMER CONNECTION _} TRAP PRIMER DETAIL SCALE NONE TRAP PRIMER VALVE 1/2" CW TO PLUMB. FIXTURES -- - -12 "x 12" 5/S ACCESS PANEL IN WALL OR CEILING IF REQUIRED RECEIVED MAR 2 7 2008 PERMIT CENTER V rJ 3/4" T &P DRAIN. ROUTE PER LANDLORD'S DIRECTIONS. GATE VALVE (TYP.) ELECTRIC UNION (TYP.) WATER HEATER T & P RELIEF VALVE. DISCHARGE TO PAN 24 "x24 "x9" GALV. SHEET METAL (16 GA) DRAIN PAN WATER HEATER ACCESSIBIZ , LOCATED ABOVE TOILET ROOM CEILING AND BELOW OPEN TO DECK STOCK AREA. WATER HEATER MOUN11NG DETAIL acue NONE P200 SOUND SYSTEM LEGEND SP CEILING SPEAKER. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. AUDIO EQUIPMENT LOCATION. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. E WALL MOUNTED VOLUME CONTROL. FURNISHED AND INSTALLED BY SOUND SYSTEM PROVIDER. VC ALL SPEAKER CABLE TO BE WHITE 18 AWG, 2 CONDUCTOR, PLENUM RATED. ALL AUDIO SIGNAL WIRE TO BE 22 AWG, 2 CONDUCTOR W /SHIELD. 9 11 9 11 / / LP -24 TELEPHONE RECEPTACLE MTD. BELOW COUNTER © 18" A.F.F. QUAD RECEPTACLES MOUNTED BELOW COUNTER © 18" A.F.F. 1 OF 4 GROMMETS SEE DTL. 2/A505 LINE OF REAR CASH WRAP COUNTERS & / CABINET © 36" A.F.F. 11 REAR CASH /WRAP POWER scALE: NONE GENERAL SPEAKER NOTES 1. G.0 /E.0 RESPONSIBLE FOR PROVIDING AND INSTALLING ELECTRICAL OUTLETS AND CONDUIT. 2. REFER TO EQUIPMENT OWNER'S AND INSTALLATION FOR ADDITIONAL DETAILS. 3. ALL HANGING HARDWARE TO BE WHITE AND INCONSPICUOUS. 4. ALL EXPOSED CABLE AND /OR CONNECTORS TO BE WHITE AND INCONSPICUOUS. USE ALL MEANS NECESSARY TO ENSURE NO CABLES ARE VISIBLE. GENERAL NOTES 1. MOUNT ELECTRICAL PANELS ON PLYWOOD BACKER BOARD(S). 2. THE T.E.C. IS REQUIRED TO MAKE A FIELD SURVEY OF THE EXISTING ELECTRICAL SERVICE AND IS RESPONSIBLE FOR MAKING ALL MODIFICATIONS REQUIRED TO INSURE THAT THE TOTAL LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. ANY UPGRADES ARE AT G.C. EXPENSE. — CABLE TYPES AC AND NMC ARE NOT ACCEPTABLE. — ALL WIRE SHALL BE COPPER. — GROUND SEPARATELY DERIVE SERVICE. INCLUDE BUILDING STEEL IN GROUND IF POSSIBLE. —CIRCUIT BREAKERS SHALL BE BOLT —TYPE. —ANY FLEXIBLE CONDUIT SHALL NOT EXCEED 5' ---0" IN LENGTH. —NEW ELECTRICAL WIRING MUST BE KEPT AS "INTERIOR" WIRING AND MUST BE COORRDINATED WITH MALL MANAGEMENT. — ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY A 7 —DAY TIME CLOCK. 3. APPROVAL OF TENANT'S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS BY THE LANDLORD DOES NOT RELEASE THE TENANT OR THE TENANT'S CONTRACTOR FROM COMPLYING WITH THE LEASE AGREEMENT AND ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS. 4. NOTHING IS PERMITTED TO BE ATTACHED TO, OR SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. G.C. SHALL BE REQUIRED TO FRAME, BRACE AND /OR SUSPEND, AS NEEDED. TO /FROM THE TOP GHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. 5. COORDINATE ALL FLOOR CUTS WITH ON SITE FACILITY MANAGER. IT IS THE G.C. RESPONSIBILITY TO TAKE ANY PRECAUTIONS NECESSARY TO INSURE THAT ANY UNDERGROUND UTIUTIES, ETC. ARE NOT DAMAGED DURING FLOOR CUT OUT. ANY DAMAGE SHALL BE REPAIRED AT G.C. EXPENSE. 6. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY ALL ELECTRICAL CONDITIONS. 7. NO UTIUTIES IN THE DEMISE PARTITIONS. 8. COORDINATE ALL FLOOR CUTS WITH ON SITE PERSONNEL. POWER PLAN SCALD VY - to D4) 1 )O8,/6 POWER KEYED NOTES O PROVIDE ROUGH —IN ABOVE CEIUNG AND FINAL CONNECTION TO ILLUMINATED SIGN. PROVIDE DISCONNECT SWITCH AS REQUIRED BY N.E.C. 600. ® THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. CIRCUITS SHALL NOT SHARE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANELBOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE CONDUIT FOR GROUNDING AS THIS MAY NOT BE CONTINUOUS. CASH REGISTER CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. PROVIDE A SQUARE 'D' #SDSA1175 SURGE ARRESTER FOR P.O.S. CIRCUIT. 3 PROVIDE (5) CONDUITS, 1 DEDICATED P.O.S CIRCUIT, 1) FOR GENERAL POWER CIRCUIT, (1) FUTURE CABLE USE. ROUTE ROU ONTE NET, (1) FOR PHONE LINES (1) AS SHOWN ON PLAN DOWN WALL OR COLUMN AND BY CORE DRILLING FLOOR. PATCH FLOOR AS REQUIRED. E.C. SHALL FIELD VERIFY EXACT CONFIGURATION AND LOCATIONS WITH G.C. �4 E.C. SHALL PROVIDE AND INSTALL P.O.S. RECEPTACLE HUBBELL 4 —PLEX #IG420 AND GENERAL USE DUPLEX RECEPTACLE FOR MISC. POWER. J —BOXES FOR RECEPTACLES SHALL BE SURFACE MOUNTED ON INSIDE OF THE CASHWRAP AT 18" A.F.F. ® E.C. SHALL PROVIDE AND INSTALL QUAD PLEX RECEPTACLE AND TELEPHONE OUTLET MOUNTED AT 18" A.F.F. FIELD VERIFY EXACT CONFIGURATIONS AND LOCATIONS WITH FIXTURE INSTALLER AND G.C. ® E.C. SHALL PROVIDE AND INSTALL QUAD RECEPTACLE MOUNTED AT 18" A.F.F. AT BACKWRAP 7 20A RATED QUAD DEDICATED RECEPTACLE WITH ISOLATED GROUND ABOVE CEILING FOR SENSORMATIC SYSTEM. THE AC SOURCE MUST BE A 3 —WIRE 24 HOUR UNSWITCHED OUTLET WITH LESS THAN 0.5 VAC BETWEEN NEUTRAL AND GROUND. PROVIDE "LOCK —ON" DEVICE ON BREAKER AT PANEL. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH G.C. AND SENSORMATIC. THIS IS NOT A TOWER SYSTEM. DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING PER N.E.C. 210 -62. 9® DUPLEX RECEPTACLE FLUSH MOUNTED AT 15" A.F.F. 10 SPEAKERS AND RECEIVER PROVIDED AND INSTALLED BY OTHERS. E.C. SHALL SUPPLY AND INSTALL J —BOX AND 3/4" CONDUIT WITH PULLSTRING AT RECEIVER LOCATION. CONDUIT SHALL RUN INSIDE WALL UP TO STRUCTURE AND STUB OUT. PLENUM RATED SPEAKER CABLE SHALL BE PULLED TO EACH SPEAKER LOCATION BY OTHERS. CABLING SHALL BE RUN TIGHT TO STRUCTURE AND PARALLEL AND PERPENDICULAR TO STRUCTURE. 11 E.C. SHALL PROVIDE AND INSTALL QUAD RECEPTACLE MOUNTED AT 66" A.F.F. FOR AMPLIFIER AND DVD SYSTEM. FIELD VERIFY EXACT LOCATION WITH G.C. 12 E.C. SHALL PROVIDE (2) COMPLETE DOOR BELL SYSTEMS AS FOLLOWS: 14 15 SYSTEM 1; 24V. PUSHBUTTON, EDWARDS f1786, MTh. AT 48" A.F.F. AT REAR EXIT DOOR CONNECTED TO 24V. TRANSFORMER EDWARDS _#592, MOUNTED 10'-0 A.F.F. IN STOCKROOM AS SHOWN. TRANSFORMER BE CONNECTED TO (2) BELL UNITS. EDWARDS�13 -1G1 FIRST BELL UNIT TO BE LOCATED IMMEDIATELY ADJACENT TO TRANSFORMER IN STOCKROOM; SECOND BELL UNIT ABOVE SUSPENDED SOFFIT (12' -6 ") AT CASHWRAP. SYSTEM 2: 24V. PUSHBUTTON, EDWARDS 1786, MOUNTED IN FRONT CASH WRAP, CONNECTED TO 24V. TRAN ORMER, EDWARDS #592 MOUNTED 10'-- 0 "A.F.F. IN STOCKROOM AS SHOWN. TRANSFORMER TO BE CONNECTED TO (1) BUZZER UNIT, EDWARDS #15 -1G1, MOUNTED IMMEDIATELY ADJACENT TO TRANSFORMER. NOTE: SOUND OF BELL UNITS FOR SYSTEM 1 ARE TO BE DISTINCT FROM SOUND OF BELL UNIT FOR SYSTEM 2. 13 GFI DUPLEX FLUSH MOUNTED CAD 42" A.F.F. DUPLEX RECEPTACLE, PHONE AND FAX OUTLETS TO BE MOUNTED AT 38" A.F.F. FIELD VERIFY EXACT LOCATIONS. 1 " C. TO T.T.B. W/ CAT 5 CABLE FOR INTERNET. E.C. SHALL LEAVE 3' EXCESS CABLE AT T.T.B. & CASH WRAP. 16 E.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE /FIRE ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYSTEM, E.C. SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LANDLORD AND /OR LOCAL FIRE MARSHALL INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND COORDINATE. 17 CLOCK TYPE RECESSED RECEPTACLE FOR LIGHT BOX MOUNTED ON CENTER OF BACKWRAP AT 8' -0" A.F.F. 18 E.C. SHALL PROVIDE AND INSTALL 3/4" CONDUIT WITH PULLSTRING FROM FIRST P.O.S. CABINET TO PC FIXTURE IN THE STOCK ROOM. 01 E.C. SHALL PROVIDE AND INSTALL A J —BOX WITH 6 PHONE OUTLETS AND A SEPERATE J —BOX WITH A SINGLE PHONE OUTLET. BOTH ARE TO BE MOUNTED 18" A.F.F. AT FIRST P.Q.S. CABINET. © QUADPLEX RECEPTACLE FLUSH MOUNTED AT 15" A.F.F. FIELD VERIFY EXACT LOCATION OF LANDLORD TELEPHONE SERVICE STUB —IN AND EXTEND AS REQUIRED FOR CONNECTION TO TENANT TELEPHONE EQUIPMENT. PROVIDE 3/4" PLYWOOD BACKBOARD FOR MOUNTING OF NEW ELECTRICAL AND TELEPHONE EQUIPMENT. SIZE AND SECURE AS REQUIRED. PROVIDE ISOLATED GROUND DUPLEX RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. NON —FUSED DISCONNECT SWITCH MOUNTED NEXT TO WATER HEATER FOR CONNECTION OF TANK TYPE WATER HEATER. Q RECEPTACLE AND SWITCHED LIGHT PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210 -63 AND 210 -70c 4, 90 Ml �4 PANEL "LP ". REFER TO PANEL SCHEDULE. C) Q PANEL "MP ". REFER TO PANEL SCHEDULE. Co TRANSFORMER. REFER TO ONE —LINE DIAGRAM PERMIT CENTER F 10 E100 I N cDp ir) en 7.CD .-- — y — 1 I'Lij 0 P g 5 1- =i - v 0_ 0 __I C.) ° V/ 7. j ro 0 ci_ 4 —1 0 0 I— m. , ._ (..q cn LJ I Y I= a. < 0 x —1 ul < 0 al 7j 0 tO g (9 cl (1) = ET Z I L 0 a-- CC D0 00 X M 0 N. CP — V) y = I 0 P 0 Z I 0 m ... 0 03 cn y Z 1 H 0 ( 1 ) 0 0 m • 0 >– al m < - y-- _ co I— 1 H -' < ° ° v) E m cc 0 0 a z h -,e cq E 1 ct El P -- = 0_ 0 __I C.) ° V/ 7. j CE 0 z , ._ (..q cn LJ I Y I= a. < 0 x —1 ul < 0 al 7j 0 tO g (9 cl (1) = ET Z I L 0 a-- CC D0 00 X M 0 N. CP — V) y = I 0 P < g v , 0 1- w a. _ LLI- vor‘ uu; n774. It vt - .4„ omiHon 7 3nssi Noridiad§t AM ri a3)103H3 r 4.8 NANG 9Z2090 ON 1mro8d cc LU W LAJ cj F_ 2 k ' LT. fa L.",%. a ---°-"------° ., ' — 111 • _ At 0 i ::, , 1 • N Ea I • q — .. .. ....... .. ... .. . 6) cm uci-rr FIXTURE SCHEDULE LAMP WHEW QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF VOLTS REC SUR PEN WAL NOTES LAMP/ WATTS / FIXTURE MANUFACTURER/ FIXT LAMP WATTS CATALOG NO. 30 0 A PRESCOUTE LF6CFH132EB/ 6CFH 1 6" COMPACT FLOURESCENT DOWNLIGHT W /REFLECTOR 1 120 X AMPERE MAIN BREAKER TOP FED BOTTOM FED X 1 42 45 SYLVANIA CF42DT/ E /IN /830 /ECO 8 r� �r B HUBBELL BL150H8PA2WH 16" HIGH -BAY 1 120 X BRKR WIRE SIZE LOAD TYPE 1 15 0 175 SYLVANIA MCP150 /U /MED /830 -- 1200 o 12 D JUNO T2WH 24" SINGLE CIRCUIT TRACK 1 120 1080 X 2 I * - 9000 NOT APPLICABLE 3 LTG- SHOWWINDOW 900 L 8 • E JUNO T4WH 48" SINGLE CIRCUIT TRACK 1 120 REC - CASHWRAP X 20 1 1440 9274 NOT APPLICABLE LTG- SHOWWINDOW 1800 L 10 19 1776 F JUNO T6WH 72" SINGLE CIRCUIT TRACK 1 120 6 X 6 8 10 12 2520 7 NOT APPLICABLE 495 L 10 1334 � ® 9 11 G JUNO T8WH 96" SINGLE CIRCUIT TRACK 1 120 8 4 X 25% LTG AND SIGN 4061 9 NOT APPLICABLE 1800 L 12 CONNECTED PHASE BALANCE 27 - H JUNO T38WH LIVE END POWER FEED 1 120 20 1 X 11 LTG -TRACK 24' NOT APPLICABLE L 12 - J JUNO T23WH CENTER "MINI - CONNECTOR" FEED 1 120 REC - SHOWWINDOW X 20 1 2160 NOT APPLICABLE LTG -TRACK 18' 1350 L 14 20 fl 2790 L JUNO T5T22WH WALL WASHER 1,2 120 R X REC - GENERAL 14 2 24 55 SYLVANIA FP24/830/HO I I L 5 M JUNO TM232-70E- NFL -WH TRACK HEAD 1,2 120 540 X 16 20 0 1 70 75 SYLVAN LA MC7OTC/U/G8.5/830 3 Q HUBBELL CF8P42TEBCRWH 6" VERICAL OPEN CYLINDER 1,7 120 12 X 1140 REC - STOCK/TOILET /HVAC 1 42 45 SYLVANIA CF42DT/ E /IN /830 /ECO 11 LTG-SALES HIGHBAY R HUBBELL CS4- 232 -EB8 4' 2 -LAMP FLOURESCENT STRIP FIXTURE 3,4 120 1 X 12 2 32 32 SYLVANIA F032/835/ECO I I 5 ® X BEST EZXTEU2RW RED LED EXIT SIGN - WHITE 1,7 120 X 20 12 -- -- 10 INCLUDED 13 imp' EM BEST R1 -WH EMERGENCY LIGHT 2 -HEAD 1,7 120 X X 1 -- -- 10 INCLUDED 2 24 675 Z TEIBER TFL9OL COMBINATION LIGHT AND EXHAUST FAN 1 120 X 1 20 1 60 165 SYLVANIA 60A /HAL /MB -19 a 1. LAMPS AND FIXTURES SUPPLIED BY WET SEAL AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. REFER TO DETAIL #2/E102 FOR MOUNTING. 3. LIGHT FIXTURES TO BE CHAIN HUNG AT 12' -0" A.F.F. IN STOCK ROOM WHEN NO CEILING IS PRESENT. SURFACE MOUNT IF CEILING PRESENT. 4. FIXTURES SHOWN WITH CROSS -HATCH ARE TO BE NIGHT LIGHTS. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. PANELBOARD 120/208 DESIGNATION L.F NEW SURFACE INSTALL 125 X EXIST BUS LOCATION 125 RELOCATED EXIST VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL MTD AMPERE NEUTRAL AMPERE MAIN BREAKER TOP FED BOTTOM FED X FLUSH MTD A_ MTD QUADPLEX RECEPTACLE CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR J SIZE a A SIZE B C BRKR WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 SIGN - STOREFRONT 1200 L 12 20 El 2280 DOORBELL LOW -VOLT TRANS 1 20 12 R 1080 REC - P.O.S. 2 I * - 9000 TRANSFORMER 3 LTG- SHOWWINDOW 900 L 10 $ 1334 1 20 12 R 540 REC - CASHWRAP 4 20 1 1440 9274 5 LTG- SHOWWINDOW 1800 L 10 VIA T/C 1776 1 20 12 R 720 REC - BACKWRAP 6 20 1 � 20 1 1035 6 8 10 12 2520 7 LTG - SHOWWINDOW DOWN 495 L 10 1334 � ® 9 11 1 20 12 R 540 REC - SENSORMATIC 8 4 25% LTG AND SIGN 4061 9 LTG -TRACK 24' 1800 L 12 CONNECTED PHASE BALANCE LOAD 36171 1 20 12 R 180 REC- SHOWWINDOW 10 20 1 1980 11 LTG -TRACK 24' 1800 L 12 1 20 12 R 360 REC - SHOWWINDOW 12 20 1 2160 13 LTG -TRACK 18' 1350 L 12 20 fl 2790 1 20 12 R 1440 REC - GENERAL 14 15 LTG -TRACK 18' 1350 L 12 1 1890 1 20 12 R 540 REC- MANAGERS DESK 16 20 0 17 LTG -TRACK 24' 1800 L 12 1 20 12 R 1140 REC - STOCK/TOILET /HVAC 18 20 1 2940 19 LTG-SALES HIGHBAY 1050 L 12 20 1 1590 1 20 12 R 540 REC - REFRIGERATOR 20 21 LTG - BACKWRAP 500 L 12 1 20 12 R 1200 REC - MICROWAVE 22 20 1 - 20 1 _ 20 1 1305 1700 23 LTG - CASHWRAP 135 L 12 1 20 12 R 540 REC-SOUND SYSTEM 24 675 25 LTG - FITTING ROOM 585 L 12 1 20 12 M 720 PHONE /CLOCK /BELL 261 27 LTG- STOCK/TOILET 764 L 12 1 20 12 M 1500 WATER HEATER 28 20 Q 2264 129 LTG- EXIT /EMERG /NL 716 L 12 1 20 - - --- SPARE 30 20 El 716 31 SPARE -- - - - - -- 1 20 - - W-- SPARE 32 33 SPARE -- - - 1 20 - - -- SPARE 34 - 35 SPARE 1 4121 1 20 - - --- SPARE 36 - - 39 "�4�' :., f H . �. W i s h: �.r �, �t ui ,,i /'�G'.. .. » ».. »,1:•..a,. /. • ....... .: ... . . .. ...- ' ��� ...w.......,� „� .. r„ / • l: r: rc. i• •r.v.:, ,n .. J rc r m ..,:M.. .., 4% . : .. �� J f5 � ,.» s::,.:::.,s, •a: . ;;: i. ,� ,.,,.,- _....,..,. �# � •.:�:. 25% LTG AND SIGN 4061 SUB TOTALS L = LTG OR SIGNAGEA4 R = RECEPTACLE -9A �% M = MISCELLANE04- 4 H = H.V. Q(?A.C. I K = KITCHEN R E 9000 9274 9011 DEMAND LOAD 31346 CONNECTED PHASE BALANCE LOAD 27285 DEMAND AMPERES 87.1 3.0% PANELBOARD 277/480 DESIGNATION MP NEW SURFACE INSTALL 100 X EXIST BUS LOCATION 100 RELOCATED EXIST VOLTS 3 PHASE DUPLEX FLOOR MOUNTED 4 WIRE, SOLID FLUSH MTD NEUTRAL AMPERE DUPLEX ISOLATED GROUND AMPERE MAIN BREAKER TOP FED X BOTTOM FED MTD QUADPLEX RECEPTACLE QUADPLEX FLOOR MOUNTED CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE I 310d A B C I 310d BRKR SIZE WIRE LOAD SIZE TYPE WATTS DESCRIPTION CKT # 1 DOORBELL PUSHBUTTON 1333 DOORBELL LOW -VOLT TRANS LOW - VOLTAGE TRANSFORMER 15 3 10333 3 70 * - 9000 TRANSFORMER 2 T 24HR 7 DAY -TIME CLOCK 3 $ 1334 . .M. � 3 #1 3/4 "C (2 CKT WIRES, 1 NEUTRAL, 1 GROUND) 10608 --- CIRCUIT HOME RUN - - - - CONDUIT THRU /BELOW FLOOR 9274 4 177� N.L. 5 VIA T/C 1776 MM. .■ 9011 Al- � €€ .::H u- ',, : ,., '- 6 8 10 12 mum 0787 7 VAV 1776 H 'I` En mono Mill 1334 � ® 9 11 M=141111111 1334 1333 ..:. x 25% LTG AND SIGN 4061 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE M = MISCELLANEOUS H = K K = KITCHEN 12109 111942 12120 25% LARGEST MOTOR 111 CONNECTED PHASE BALANCE LOAD 36171 DEMAND LOAD 40343 DEMAND AMPERES 48.6 1.5% SYMBOL LEGEND UNIPLEX RECEPTACLE (SINGLE) DUPLEX RECEPTACLE DUPLEX FLOOR MOUNTED DUPLEX ISOLATED GROUND DUPLEX FLOOR MTD ISO GRD DUPLEX SPECIAL LOCATION QUADPLEX RECEPTACLE QUADPLEX FLOOR MOUNTED QUADPLEX ISOLATED GROUND QUADPLEX FLOOR MTD ISO GRD QUADPLEX SPECIAL LOCATION SPECIAL VOLTAGE OR AMPERAGE SPECIAL VOLTAGE OR AMPERAGE MULTI - OUTLET PLUGMOLD ►OOad❑® ®t TELEPHONE OUTLET JUNCTION BOX DATA OUTLET DOORBELL PUSHBUTTON DOORBELL DOORBELL LOW -VOLT TRANS LOW - VOLTAGE TRANSFORMER DISCONNECT SWITCH TELEPHONE BOARD ELECTRICAL PANEL KVA TRANSFORMER T 24HR 7 DAY -TIME CLOCK $ WALL SWITCH 3 #1 3/4 "C (2 CKT WIRES, 1 NEUTRAL, 1 GROUND) 111+ • --- CIRCUIT HOME RUN - - - - CONDUIT THRU /BELOW FLOOR a— CONDUIT STUBBED UP /DOWN N.L. NIGHT LIGHT VIA T/C TIMECLOCK CONTROLED CIRCUIT CONTRACTOR'S NOTES A. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE THE SITE PRIOR TO CONSTRUCTION TO ASCERTAIN THE EXISTING CONDITIONS AND UMITS OF CONSTRUCTION. B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND RETAIN POWER TO ALL EXISTING ACTIVE EQUIPMENT WHICH SHALL REMAIN. C. ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY THIS CONTRACTOR UNLESS DIRECTED TO DO OTHERWISE. D. DISCONNECT, REMOVE, OR RELOCATE ALL EXISTING ELECTRICAL MATERIAL AND EQUIPMENT THAT INTERFERES WITH THE NEW INSTALLATION. THIS INCLUDES BUT IS NOT LIMITED TO PANELS, LIGHTING FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, BASEBOARD HEATERS, UNIT HEATERS, ETC. E. SEE MECHANICAL DRAWINGS FOR HEATERS, EXHAUST FANS, ETC., WHICH MUST BE DISCONNECTED BY THIS CONTRACTOR FOR REMOVAL OR ABANDONMENT BY THE MECHANICAL CONTRACTOR. F. REMOVE ALL CONDUIT, WIRE, BOXES, AND FASTENING DEVICES AS REQUIRED, TO AVOID ANY INTERFERENCE WITH THE NEW INSTALLATION. G. ELECTRICAL CONTRACTOR SHALL RECONNECT ANY EQUIPMENT BEING DISTURBED BY THIS RENOVATION, YET REQUIRED FOR CONTINUED SERVICE, TO THE SAME OR THE NEAREST AVAILABLE PANEL. H. WHERE WORK BY THE GENERAL CONTRACTOR (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL, RELOCATION, OR REFEEDING OF ELECTRICAL DEVICES, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT OR RECONNECT, AS REQUIRED, ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. I. CONTRACTOR SHALL RING OUT ALL CIRCUITS IN EXISTING PANELS EFFECTED BY THIS ALTERATION. WHERE ADDITIONAL CIRCUITS ARE NEEDED, RE -USE CIRCUITS AVAILABLE FOR RE -USE, OR PROVIDE NEW BREAKERS. TAG ALL UNUSED CIRCUITS AS SPARE AND REPLACE ALL INOPERATIVE OR DEFECTIVE CIRCUIT BREAKERS. TIGHTEN ALL CONNECTIONS. J. ELEC. CONTRACTOR IS TO FIELD VERIFY CONDITION OF EXISTING ELEC. EQUIPMENT AND RELOCATE AS REQUIRED. IF EXISTING EQUIPMENT IS NOT IN WORKING CONDITION CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED. SUB CONTRACTORS TO REVIEW DWG. T100 BEFORE BEGINNING WORK EACH CONTRACTOR SHALL WARRANTY HIS WORK FOR ONE (1) YEAR FROM THE OPENING DATE OF THE STORE ALL CONTRACTORS SHALL PERFORM THIER WORK ACCORDING TO STATE AND /OR LOCAL CODES. ALL OF THE ELECTRICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED TO THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE SITE. NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CUP T/C - INDICATES THIS CIRCUIT TO BE CONTROLED BY A TIMECLOCK * - REFER TO ONE -UNE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT RECEPTACLE AND SWITCHED LIGHT PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210 -63 & 210 -70c TIMECLOCK FOR STOREFRONT —P.- NEW 2 #12, 3/4 "C RECEPTACLE FOR TELEPHONE. VERIFY EXACT LOCATION PANEL LP REFER TO PANEL SCHEDULE NEW 4 1, 1- 1 /2 "C 1 #6 GND 1 #6 CND TO BLDG STEEL 2. E.C. SHALL FURNISH ALL NEW ELECTRICAL EQUIP. (PANELS, TRANSFORMER, CONDUITS, WIRE, METERS, SERVICE FEEDERS AND CONDUIT, DISC SWITCHES, CONTACTORS, TIMECLOCKS, ETC) AS REQUIRED, UNLESS NOTED OTHERWISE. GYP BOARD CEILING BALLAST T/C T/C T/C T/C (2)NEW 480V, 30, 3 9A.F. FOR (2)NEW VAV 6.4 F.L.A. 4KW HEATR (2)NEW SETS 4 #12, 3/4 "C 1 #12 GND NEW 4 3, 1-1/4"C 1 8 GND PANEL MP REFER TO PANEL SCHEDULE 1. ALL WIRE SHALL BE COPPER ONLY, THW, THWN, THHW, OR NEC APPROVED EQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. WIRE AMPACITY BASED ON NEC 110 -14c AND TABLE 310 -16. NEW 3 #4, 1 "C 1 #8 GND \ NEW NEW 45KVA, 30 TRANSFORMER LEASE LINE 480/1201208V ELECTRICAL ONE -LINE DIAGRAM SCALE NONE 4 #3 K0, 2 "C 1 #6 GND PULL BOX L. EXIST CONDUIT BY LANDLORD EXIST 4 #3/0 1 #6 GND FIELD VERIFY EXACT METER REQUIREMENTS EXIST 200A.S. WITH 200A.F. SERVICE FROM LANDLORD 277/480V, 30, 4W ELEC. DISTRIBUTION EQUIPMENT RELO. 200 A.S. E.C. TO PROVIDE NEW 100 A.F IF NOT EQUIPED W/ FUSE 3. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC.) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. 4. E.C. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELEC. EQUIPMENT TO BE REUSED IS OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT PROJECT REP. ADJUSTABLE BRACKETS SALES AREA BAY LIGHT TYPE 'B' ecu e a - ra NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • -- INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CUP T/C - INDICATES THIS CIRCUIT TO BE CONTROLED BY A TIMECLOCK * - REFER TO ONE -UNE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT ROOF UNE FLOOR UNE T/C 0 RECEIVED MAR 2 7 2008 PERMIT CENTER r f c0 M co CO co 0 cc 0 O w 0 J (D N 0 1 0 E102 1. DMSION 16 - ELECTRICAL SPECIFICA11ONS SECTION tetoo ELECTRICAL SPECIAL corarnoNs A. APPUCABLE PROVISIONS OF AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AND DMSION 1 GENERAL CONDITIONS GOVERN WORK UNDER THIS SECTION AND ALL OTHER SECTIONS OF DIVISION 16. B. APPUCABLE PROVISIONS OF THIS SECTION GOVERN WORK UNDER ALL OTHER SECTIONS OF DIVISION 16. WORK COVERED BY THIS SECTION SHALL CONSIST OF PROVIDING ALL MATERIAL, LABOR, EQUIPMENT AND SERVICES NECESSARY FOR A COMPLETE, TESTED AND ADJUSTABLE ELECTRICAL INSTALLATION READY FOR OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. C. THE TERM CONTRACTOR AS USED IN THIS SECTION SHALL MEAN ANY CONTRACTOR OR SUBCONTRACTOR WHO HAS CONTRACTED TO PERFORM WORK INCLUDED IN AND DEFINED BY THIS SECTION AND ALL OTHER SECTIONS OF DIVISION 16. 2. CONTRACTOR'S RESPONSIBILITY A. PRIOR TO SUBMITTING HIS BID, CONTRACTOR SHALL CAREFULLY EXAMINE THESE CONSTRUCTION DOCUMENTS, THE DEVELOPER'S EXHIBITS, AND THE SITE, TO INQUIRE FULLY INTO DIFFICULTIES AND COSTS OF WORK, AND TO DETERMINE THE SCOPE AND CHARACTER OF WORK TO BE DONE. CONTRACTOR SHALL INCLUDE ALL NECESSARY COSTS TO LOCATE AND /OR EXTEND ALL UTILITIES INCLUDING LIGHTING PANELS, POWER PANELS, ELECTRICAL SERVICE, PHONE SERVICE AND /OR MODIFY EQUIPMENT TO MEET THE INTENT OF THE CONTRACT DOCUMENTS. THE OWNER, OWNER'S AGENT, ARCHITECT, ENGINEER OR DESIGNER SHALL NOT BE RESPONSIBLE FOR FAILURE OF THE CONTRACTOR TO DETERMINE DIFFICULTIES AND COSTS IN THE PROJECT OR FOR HIS OVERLOOKING OF THE REQUIREMENTS. B. IF THIS CONTRACTOR DOES NOT CLEARLY UNDERSTAND THE PLANS AND SPECIFICATIONS, OR IF THERE ARE ANY REQUIREMENTS WHICH ARE AMBIGUOUS IN THE CONTRACTOR'S OPINION, HE SHOULD CALL THIS TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING, SINCE THIS CONTRACTOR WILL BE HELD RIGIDLY TO THE INTERPRETATIONS OF THE ARCHITECT AND ENGINEER. C. CONTRACTOR SHALL SCHEDULE HIS WORK IN COOPERATION WITH OTHER TRADES INSTALLING INTERRELATED WORK. ALL WORK SHALL BE SCHEDULED TO MAINTAIN SERVICE TO ALL REQUIRED AREAS DURING THE COURSE OF THE CONSTRUCTION EXCEPT FOR SHORT TERM PLANNED SHUTDOWNS, ANY OF WHICH SHALL BE PRE - SCHEDULED WITH THE OWNERS AGENT AND THE LANDLORD. A. IN ENTERING INTO A CONTRACT COVERING THIS WORK, THE CONTRACTOR ACCEPTS THE SPECIFICATIONS, AND GUARANTEES THAT THE WORK WILL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR FURTHER GUARANTEES THAT THE WORKMANSHIP AND MATERIAL WILL BE OF THE BEST PROCURABLE AND THAT NONE BUT EXPERIENCED WORKMEN EXPERIENCED IN EACH PARTICULAR CLASS OF WORK WILL BE EMPLOYED. CONTRACTOR FURTHER GUARANTEES TO REPLACE AND MAKE GOOD AT HIS OWN EXPENSE ANY DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL WHICH MAY DEVELOP WITHIN ONE (1) YEAR AFTER FINAL PAYMENT AND ACCEPTANCE BY THE ARCHITECT. 4. CODES AND STANDARD$ A. CONTRACTOR WILL COMPLY IN ALL RESPECTS WITH THE ADOPTED BUILDING CODES, APPLICABLE LAWS, ORDINANCES, AND REGULATIONS AS MAY APPLY ACCORDING TO THE RULING OF THE CONTROLLING PUBLIC OFFICIAL SHOULD THE CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE LAWS, ORDINANCES AND REGULATIONS, OR WHICH DOES NOT RECEIVE THE APPROVAL OF THE CONTROLLING PUBLIC OFFICIAL, HE SHALL BEAR ALL COSTS ARISING IN CORRECTING THE DEFICIENCIES. ALL ELECTRICAL EQUIPMENT SHALL SHALL BEAR THE UNDERWRITER'S LABORATORY LABEL. 5. FEES ON PERMIT$ A. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND MAKING PAYMENT FOR ALL FEES, PERMITS AND INSPECTIONS RELATING TO HIS WORK. 6. CONTRACT DRAWINGS A. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND INTENT OF THE DESIGN AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONDITIONS AND THE WORK OF OTHER TRADES WILL PERMIT. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES WHICH MAY BE REQUIRED, NOR IS IT IMPLIED THAT ALL CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE SYSTEMS OR BUILDING COMPONENTS HAVE BEEN INDICATED. THE CONTRACTOR SHALL INVESTIGATE ALL EXISTING CONDITIONS AFFECTING THE WORK AND ARRANGE HIS WORK ACCORDINGLY, PROVIDING SUCH FITTINGS, OFFSETS, ACCESSORIES AND DEVICES AS MAY BE REQUIRED. THE DRAWINGS AND SPECIFICATIONS ARE MUTUALLY COMPLEMENTARY, AND ANY WORK REQUIRED BY ONE BUT NOT BY THE OTHER SHALL BE PERFORMED BY BOTH. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND SERVICES REQUIRED FOR A COMPLETE AND WORKING PROJECT AT NO ADDITIONAL COST EVEN THOUGH EACH AND EVERY NECESSARY ELEMENT THEREOF IS NOT SPECIFICALLY IDENTIFIED HEREIN EACH AND EVERY NECESSARY ELEMENT THEREOF IS NOT SPECIFICALLY IDENTIFIED HEREIN. B. CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS BUT SHALL FOLLOW THE ARCHITECTURAL DRAWINGS OR EXISTING BUILDING CONDITIONS WHERE APPLICABLE, IN ESTABLISHING DIMENSIONS AND LINES OF RUN, SINCE DIMENSIONS ON THE FINAL ARCHITECTURAL DRAWINGS OR AT THE SITE MAY NOT COINCIDE WITH THOSE SHOWN ON THE ELECTRICAL DRAWINGS, THE CONTRACTORS SHALL VERIFY WITH THE DIMENSIONED ARCHITECTURAL DRAWINGS OR THE SITE CONDITIONS THE EXACT MATERIAL QUANTITIES AND LENGTHS NECESSARY. C. SIGNIFICANT DEVIATIONS OR CHANGES FROM THE DRAWINGS WHICH ARE REQUIRED TO ACCOMPUSH THE INTENT OF THE CONTRACT DOCUMENTS MUST BE REVIEWED WITH THE ARCHITECT AND APPROVED BEFORE PROCEEDING. 7. SHOP DRAWING$ A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, FOUR (4) COPIES MINIMUM, FOR ALL MANUFACTURED PRODUCTS. EACH SHOP DRAWING SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO ASSURE THAT ALL DIMENSIONS, QUANTITIES, CONNECTIONS, CAPACITATES AND ACCESSORIES SHOWN ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND SHALL BE MARKED OR STAMPED TO CONFIRM THAT SUCH REVIEW WAS MADE AND COMPLIANCE WAS CONFIRMED. B. APPROVAL OF SHOP DRAWINGS BY THE OWNER, OWNER'S AGENT, ARCHITECT, ENGINEER OR DESIGNER, WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBIUTY OF COMPLYING WITH ALL TERMS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PERFORMANCE OF ALL EQUIPMENT PURCHASED, FOR PROPER FIT, AND OTHER DIMENSIONAL REQUIREMENTS. 8. RECORD DRAWINGS A. CONTRACTOR SHALL MAINTAIN AT THE JOB SITE ONE SET OF DOCUMENTS AS "RECORD DRAWINGS" FOR THE PURPOSE OF DAILY MARKING OF ALL SUBSTANTIAL REVISIONS TO THE DOCUMENTS INCLUDING BUT NOT LIMITED TO ELECTRICAL CHANGES, AND LOCATIONS OF UTILITIES, PANELBOARDS, DISCONNECTS, STARTERS AND OTHER DEVICES REQUIRING PERIODIC OPERATIONAL ATTENTION, ADJUSTMENT, OR SERVICE INCLUDING ACCESS THERETO, AT THE COMPLETION OF THE PROJECT, THIS SET SHALL BE RETURNED TO THE ARCHITECT FOR THE PURPOSE OF MAKING FINAL "AS -BUILT DRAWINGS". 9. EQUIPMENT SUBSTITUTION A. SPECIFIC MANUFACTURERS AND MODELS OF EQUIPMENT HAVE BEEN USED IN THE DEVELOPMENT OF THE DRAWINGS AND DESIGNS. THIS CONTRACTOR MUST SUBMIT TO THE OWNER ANY CHANGES AND /OR SUBSTITUTIONS FOR APPROVAL PRIOR TO INSTALLATION OR EXECUTION. ANY CHANGES WHICH DO NOT RECEIVE THE OWNER'S APPROVAL MAY BE SUBJECT TO REMOVAL OR REPLACEMENT AS ORIGINALLY SPECIFIED, AND WILL BE AT THE CONTRACTOR'S EXPENSE. B. IF THIS CONTRACTOR SUBSTITUTES FOR SPECIFIED EQUIPMENT ANY OTHER EQUIPMENT WHICH REQUIRES ANY CHANGES TO THE DESIGN, ALL COST OF REDESIGN AND RECONFIGURATION RESULTING FROM SAID SUBSTITUTION SHALL BE BORNE BY THE SUBMITTING CONTRACTOR. 10. EOUIPMENT INSTALLATION AND SUPPORT 11. DEMOLRION 12. CUTTING AND PATCHING 13. CLEANING 14. usm A. CONTRACTOR SHALL SUPPORT PLUMB, RIGID AND TRUE -TO -LINE ALL WORK AND EQUIPMENT INSTALLED. THIS CONTRACTOR SHALL DETERMINE HOW EQUIPMENT, FIXTURES, ETC., ARE TO BE SUPPORTED, MOUNTED, OR SUSPENDED AND SHALL PROVIDE ACCESSORIES REQUIRED FOR PROPER SUPPORT WHETHER SHOWN ON THE DRAWINGS OR NOT. IF SUPPORTS ARE REQUIRED, CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR APPROVAL. B. PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION AND MAINTENANCE LITERATURE. COMPONENTS REQUIRING PERIODIC MAINTENANCE OR ADJUSTMENTS SHALL BE LOCATED OR INSTALLED AS TO PERMIT ACCESS WITHOUT DAMAGE TO STRUCTURE, FINISHES OR OTHER EQUIPMENT. C. ALL CONDUIT CONNECTING TO SWITCHGEAR, PANELS, MOTORS, AND OTHER EQUIPMENT SHALL BE INSTALLED WITHOUT STRAIN AT THE CONNECTIONS. THE CONTRACTOR MAY BE REQUIRED, AS DIRECTED, TO DISCONNECT CONDUITS TO DEMONSTRATE THAT THEY HAVE BEEN SO CONNECTED A. ALL EXISTING EQUIPMENT, NOT INDICATED TO BE INCORPORATED INTO THE NEW SYSTEM SHALL BE DISCONNECTED BY THIS CONTRACTOR FOR REMOVAL BY OTHERS FROM THE JOB SITE. CARE SHALL BE USED SO THAT NO DAMAGE IS DONE TO EXISTING BUILDING, PIPING, DUCTWORK, AND /OR ELECTRICAL EQUIPMENT. ANY DAMAGE ATTRIBUTED TO THIS CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR. A. ALL CUTTING THAT MAY BE NECESSARY FOR THE INSTALLATION OF THE WORK OR ANY REQUIRED PATCHING THAT RESULTS THEREFROM SHALL BE DONE BY THE PROPER TRADE INVOLVED AND SHALL BE INCLUDED AS PART OF THIS CONTRACT. PATCH TO DUPUCATE UNDISTURBED ADJACENT FINISHES, COLORS, TEXTURES AND PROFILES. COLUMNS, BEAMS, GIRDERS OR JOISTS SHALL NOT BE CUT. B. ALL WORK AFFECTING ROOF OR STRUCTURES SHALL BE PERFORMED BY LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. A. COMPLETION AS IT PERTAINS TO THE CONTRACT COMPLETION DATE IS DEFINED AS THE DAY THE PROJECT IS TURNED OVER TO THE OWNER IN THOROUGHLY CLEAN CONDITION. READY FOR THE OWNER TO TAKE POSSESSION. ALL FIXTURES, MOTORS, EQUIPMENT AND ALL OTHER ELECTRICAL EQUIPMENT FURNISHED OR INSTALLED BY THE CONTRACTOR SHALL BE THOROUGHLY CLEANED. A. PROVIDE THE TESTS AS OUTUNED HEREINAFTER AND OTHER TESTS NECESSARY TO ESTABLISH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS AND SUITABLE OPERATION OF EACH SYSTEM. CORRECT PROMPTLY ANY FAILURE OR DEFECTS REVEALED BY THESE TESTS AND RECONDUCT TEST ON THE CORRECTED ITEMS. B. TEST THE GROUNDS WITH A GROUND RESISTANCE DIRECT READING SINGLE -TEST MEGGER. C. INSULATION RESISTANCE BETWEEN PHASE CONDUCTORS AND GROUND NOT LESS THAN 1,000,000 OHMS. D. THE PANELBOARDS SHALL HAVE PHASE CURRENTS BALANCED TO WITHIN +/- 10% VARIATION BETWEEN AVERAGE PHASE CURRENT AND MEASURED INDIVIDUAL PHASE. E. AN OPERATIONAL TEST OF THE EMERGENCY LIGHTS AND THE EXIT LIGHTS SHALL BE PERFORMED FOR THE OWNER TO DEMONSTRATE CONFORMANCE TO THE SPECIFICATIONS. 15. TEMPORARY ELECTRICAL SERVICE (N /A) A. TEMPORARY ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. TEMPORARY LIGHTING SHALL BE PROVIDED BY A LAMP LOCATED FOR EVERY 625 SQUARE FEET OF BUILDING AREA WITH A MINIMUM OF ONE PER ROOM. THE LAMP TO BE 100 WATT AND SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR. B. TEMPORARY POWER DISTRIBUTION SHALL BE SUFFICIENT TO ACCOMMODATE THE TEMPORARY LIGHTING AND CONSTRUCTION OPERATIONS, INCLUDING THE USE OF POWER TOOLS (BUT NOT INCLUDING HEAVY -DUTY ELECTRICAL WELDING UNITS), ELECTRICAL HEATING UNITS, AND START -UP OF SPECIFIED BUILDING EQUIPMENT, WHICH IS TO BE TESTED, STARTED OR PLACED INTO OUR USE PRIOR TO COMPLETION OF ITS PERMANENT POWER CONNECTIONS. 16. EXCAVATION AND BACKF1I1 A. CONTRACTOR SHALL DO ALL EXCAVATION REQUIRED AS SHOWN ON PLANS OR REQUIRED FOR PROPER OPERATION. EXCESS EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKFILLED WITH EARTH AND THOROUGHLY TAMPED. UTIUTY SERVICES, SHALL BE INSPECTED AND APPROVED BY THE PROPER INSPECTION AUTHORITY BEFORE BACKFILLING. SECTION 16200 ELECTRICAL POWER AND 1. RELATED DOCUMENTS A. APPLICABLE PROVISIONS OF AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", DIVISION 1 GENERAL CONDITIONS AND SECTION 16100 ELECTRICAL SPECIAL CONDITIONS GOVERN WORK UNDER THIS SECTION. B. REFER TO SECTION 16100 ELECTRICAL SPECIAL CONDITIONS REGARDING REGULATIONS AND REQUIREMENTS AFFECTING ALL WORK DESCRIBED IN THIS SECTION. 2. POWER SERVICE A. POWER SERVICE FOR THIS PROJECT SHALL BE PROVIDED FROM THE EXISTING MALL DISTRIBUTION SYSTEM. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MALL MANAGEMENT TO INSURE THAT ALL WORK AND MATERIALS ARE IN CONFORMANCE WITH THE LANDLORD'S REQUIREMENTS. 3. NAMEPLATES A. ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, PANELBOARDS, DISCONNECTS TRANSFORMERS, CONTROLS, ETC., SHALL BE IDENTIFIED WITH THREE PLY LAMINATED PLASTIC. THE OUTSIDE LAMINATIONS SHALL BE BLACK. ENGRAVING SHALL EXTEND THROUGH THE FRONT LAMINATION SO THAT THE BLACK LETTERS APPEAR ON A WHITE BACKGROUND. NAMEPLATES SHALL BE PERMANENTLY ATTACHED WITH SCREWS. B. CIRCUIT DIRECTORY SHALL BE TYPEWRITTEN (HANDWRITTEN IS NOT ACCEPTABLE) AND SHALL IDENTIFY CIRCUIT AS TO TYPE AND LOCATION AS FOLLOWS: "LTG" - FOR LIGHTING CIRCUIT FOLLOWED BY AREA IN WHICH CIRCUIT APPEARS, I.E., "STOCKROOM ", "CASH WRAP ", ETC. "RECEPT" - FOR RECEPTACLE CIRCUIT FOLLOWED BY AREA IN WHICH RECEPTACLE APPEARS, "STOREFRONT ", "CASH REGISTER ", ETC. "MOTOR" - FOR MOTOR FOLLOWED BY THE EQUIPMENT IDENTIFICATION AND AREA IN WHICH MOTOR IS LOCATED, I.E. "EXH FAN TOILET ", "AHU- ROOF ", ETC. 4. CONDUIT A. ALL WIRING SHALL BE RUN IN CONDUIT. THIN WALL EMT CONDUIT SHALL BE USED SIZES 1/2" THROUGH 2 -1/2 ". ALL CONDUITS LARGER THAN 2 -1/2" SHALL BE HEAVYWALL CONDUITS INSTALLED UNDERGROUND OR IN CONCRETE SLABS SHALL BE PVC JACKETED FLEXIBLE STEEL CONDUIT (SEALTITE) SHALL BE USED IN WET AREAS AND ON ALL MOTORIZED EQUIPMENT. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS, AT A MAXIMUM LENGTH OF 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC. SHALL BE ALLOWED. B. ALL OPENINGS IN FIRE AND SMOKE WALLS, PARTITIONS, FLOORS AND OTHER SIMILAR PENETRATIONS FOR ELECTRICAL CONDUITS, CABLE OR EQUIPMENT, WHETHER CUT OR IN PLACE, SHALL BE CLOSED WITH A UL APPROVED FIRE RESISTANT SILICONE FOAM SEALANT TO MAINTAIN THE FULL RATING AND INTEGRITY OF THE PARTITIONS, WALLS OR FLOOR. C. CONDUIT BENDS FOR POWER AND LIGHTING CIRCUITS SHALL NOT BE LESS THAN STANDARD RADIUS BENDS. CONDUIT BENDS FOR FEEDERS, TELEPHONE AND COMMUNICATION CIRCUITS SHALL NOT BE LESS THAN LONG RADIUS BENDS. D. O.Z. TYPE DX, TX, OR AX CONDUIT EXPANSION DEFLECTION FITTINGS ARE REQUIRED IN ALL CONDUIT RUNS WHERE MOVEMENT MAY BE ENCOUNTERED. ALL EMT COUPLINGS SHALL BE COMPRESSION TYPE. E. EXPOSED CONDUIT SHALL BE SECURELY SUPPORTED IN PLACE PER CODE BUT ON A MAXIMUM OF 10 FOOT INTERVALS, WITHIN THREE FEET OF EACH BEND, AT EVERY OUTLET OR JUNCTION BOX AND AT THE END OF EACH STRAIGHT RUN TERMINATING AT A BOX OR CABINET. CONDUIT SHALL NOT BE SUPPORTED FROM DUCTWORK OR PIPE WORK. CONDUITS SHALL BE RUN PARALLEL TO AND AT RIGHT ANGLES TO THE BUILDING LINES. GENERALLY, CONDUIT SHALL BE RUN IN CONTACT WITH STRUCTURAL PARTS OF THE BUILDING SO AS TO AVOID SUSPENDED LENGTHS OF CONDUIT. CONDUIT SHALL BE INSTALLED AS TO BE ACCESSIBLE FOR REPLACEMENT AND MAINTENANCE AND GENERALLY CONDUIT SHALL BE INSTALLED TO PERMIT DRAINAGE. 5. WIRE AND CABLE A. ALL WIRE AND CABLE SHALL BE RUN IN CONDUIT. ALL WIRE AND CABLE FEEDERS AND BRANCH CIRCUITS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT EDITION OF THE NEC AND SHALL MEET ALL ASTM SPECIFICATIONS. WIRE AND CABLE SHALL BE NEW, SHALL HAVE SIZE, GRADE OF INSULATION VOLTAGE AND MANUFACTURER'S NAME PERMANENTLY MARKED ON OUTER COVERING AT REGULAR INTERVAL AND SHALL BE DELIVERED IN COMPLETE COILS OR REELS WITH IDENTIFYING SIZE AND INSULATION TAGS. B. THE ELECTRICAL CONTRACTOR SHALL CALCULATE VOLTAGE DROP ON CONDUCTORS WITH LENGTHS GREATER THAN 75 FEET FROM THE PANELBOARD AND PROPERLY SIZE THE CONDUCTORS PER N.E.C. C. POWER CONDUCTORS: NO WIRE LESS THAN NO. 12 SHALL BE USED EXCEPT FOR CONTROL CIRCUITS OR LOW VOLTAGE WIRING. WIRE SIZES NO. 12 TO NO. 10 SHALL BE SOLID EXCEPT WHERE OTHERWISE INDICATED. WIRE SIZES NO. 8 AND LARGER SHALL BE STRANDED. ALL WIRE SIZES SHOWN ARE AMERICAN WIRE GAUGE SIZES. SIZES NO. 12 AWG THROUGH NO. 8 AWG SHALL BE "THHN." SIZE 4 AWG AND LARGER SHALL BE "THW." D. CONTINUITY: ALL WIRES SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. E. ACCEPTABLE MANUFACTURERS: CABLE AND WIRE SHALL BE STANDARD TYPE AS MANUFACTURED BY GENERAL CABLE COMPANY, CAROL, ANACONDA, ROM OR ITT ROYAL. 6. COLOR CODING A. A COLOR CODING SYSTEM AS LISTED BELOW SHALL BE FOLLOWED THROUGHOUT FOR FEEDERS AND BRANCH CIRCUITS AND USED AS A BASIS FOR BALANCING LOAD. - - 120/208V: PHASE A-- BLACK, PHASE B - -RED, PHASE C- -BLUE, NEUTRAL -- WHITE, GROUND - -GREEN - - 277/480V: PHASE A-- BROWN, PHASE B-- ORANGE, PHASE C-- YELLOW, NEUTRAL - -GRAY, GROUND- -GREEN 7. BOXES AND FRYING$ A. ALL OUTLETS SHALL BE PROVIDED WITH GALVANIZED OR SHERARDIZED BOXES SUITABLE IN DESIGN TO THE SPACE THEY OCCUPY AND THE PURPOSE THEY SERVE. WALL MOUNTED OUTLET BOXES, EXCEPT FOR 2" PARTITIONS SHALL BE AT LEAST 1 1/2" DEEP AND /OR DEEPER IF REQUIRED BY THE DEVICE THEY HOLD OR THE NATIONAL ELECTRICAL CODE. B. ALL PULLBOXES SHALL BE MADE OF GALVANIZED STEEL, OF METAL GAUGE AND PHYSICAL SIZE AS REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF RACEWAYS AND CONDUCTORS INVOLVED. C. FIXTURE OUTLET BOXES IN OR ON CEILINGS SHALL NOT BE LESS THAN 1-1/2" DEEP OR LESS THAN 4" SQUARE. ALL OUTLET BOXES INTENDED TO SUPPORT FIXTURES SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS FASTENED THROUGH THE BOTTOM OF THE BOX WITH FOUR BOLTS. 8. CIRCUIT BREAKER PANELBOARD$ (AS APPLIES) (N /A) A. PANELS SHALL BE DEAD FRONT, SAFETY TYPE, FURNISHED WITH BRANCH CIRCUIT PROTECTING DEVICES, EQUIPMENT GROUNDING BOX, MAIN BUS AND CABLE LUGS FACTORY ASSEMBLED, WITH ALL COMPONENTS IN PLACE, READY FOR INSTALLATION. PROVIDE 20% SPARE BREAKER CAPACITY AND 25% EXCESS AMPACITY IN EACH PANEL B. CURRENT CARRYING CONTACT SURFACES SHALL BE SILVER OR TIN PLATED. THE CIRCUIT BREAKERS SHALL BE OF THE MOLDED CASE, BOLT -ON TYPE SUITABLE FOR VOLTAGE AND AMPERE RATINGS INDICATED ON DRAWINGS AND IN SCHEDULES AND SHALL HAVE A MINIMUM INTERRUPTING CAPACITY OF 10,000 AMPERES FOR 120/208 AND 14,000 AMPERES AT 277/480. C. MAIN BUSES AND CONNECTORS SHALL BE HARD DRAWN COPPER OF 98% CONDUCTIVITY, WITH CURRENT CARRYING CAPACITY TO MAINTAIN ESTABLISHED RISE TESTS AS DEFINED IN UL STANDARD UL 67. D. CABINET SIZES ARE BASED UPON A 20" WIDE BY 6" DEEP PANEL UNLESS OTHERWISE NOTED. PANELBOARDS SHALL BE EQUIPPED WITH FLUSH TYPE LOCK AND CATCH. ALL LOCKS SHALL BE KEYED ALIKE, AND TWO KEYS ARE TO BE SUPPLIED WITH EACH LOCK. E. PANELBOARDS TO BE BY SQUARE 0 CORPORATION, GENERAL ELECTRIC COMPANY, OR WESTINGHOUSE. F. IF CIRCUIT BREAKERS ARE TO BE USED AS THE SWITCH CONTROL OF LIGHTING CIRCUITS, THE BREAKERS MUST BE APPROVED FOR THAT USE (TYPE "SWD "). 9. TOGGLE SWITCHE$ A. TOGGLE SWITCHES SHALL BE IVORY AND SHALL BE RATED 20 AMPERES 120/277 VOLT AC TYPE AS MANUFACTURED BY HUBBEL AND SHALL BE AS FOLLOWS: SINGLE POLE ---- 1221 - -1 THREE WAY -- 1223 - -1 B. TOGGLE SWITCHES SHALL BE MOUNTED 4' -O" ABOVE FINISHED FLOOR TO MOUNTING PLATE AND, AT DOORS, INSTALLED ADJACENT TO THE TRIM ON THE STRIKING SIDE OF THE DOOR, REGARDLESS OF THE LOCATION INDICATED ON THE DRAWINGS; THEREFORE, CHECK ALL DOOR SWINGS BEFORE INSTALLATION OF CONDUIT OUTLETS. C. COMPARABLE EQUIPMENT AS MANUFACTURED BY SLATER, LEVITON, AND BRYANT WILL BE ACCEPTABLE. 10. RECEPTACLES A. RECEPTACLES SHALL BE WHITE AS MANUFACTURED BY HUBBEL AND SHALL BE AS FOLLOWS: DUPLEX RECEPTACLE - ---20A --120 VOLT 5362 -1 B. RECEPTACLES SHALL BE MOUNTED 12" ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED. C. COMPARABLE EQUIPMENT AS MANUFACTURED BY SIERRA ELECTRIC CORPORATION, SLATER, BRYANT AND LEVITON WILL BE ACCEPTABLE. 11. DEVICE PLATES A. DEVICE PLATES SHALL BE STAINLESS STEEL UNLESS OTHERWISE NOTED. COMPARABLE EQUIPMENT AS MANUFACTURED BY SIERRA ELECTRIC CORPORATION, HARVEY HUBBLE INC., BRYANT AND LEVITON WILL BE ACCEPTABLE. 12. DISCONNECT SWITCHES A. FURNISH AND INSTALL DISCONNECT SWITCHES AS REQUIRED BY CODE. DISCONNECT SWITCHES SHALL BE NEMA HEAVY DUTY TYPE AND UNDERWRITERS LABORATORIES LISTED, MANUFACTURED BY SQUARE D CORPORATION, ITE, GE, OR WESTINGHOUSE. 13. GROUNDINQ A. CONTRACTOR SHALL INSTALL A SYSTEM GROUNDING SYSTEM AND AN EQUIPMENT GROUNDING SYSTEM AND SHALL USE ONLY APPROVED GROUNDING CLAMPS AND CONNECTORS AS MANUFACTURED BY PENN - UNION, BURNDY, OR 0 -Z MFG. COMPANY. B. THE SYSTEM GROUNDING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE UTILITY COMPANY REGULATIONS. CONTRACTOR SHALL CONNECT THE GROUNDING ELECTRODE CONDUCTORS TO THE NEUTRAL BAR INSIDE THE MAIN PANEL WHEN TRANSFORMERS ARE USED TO PROVIDE A SEPARATELY DERIVED SYSTEM, THE CONTRACTOR SHALL CONNECT THE GROUNDING ELECTRODE CONDUCTOR TO THE NEUTRAL BAR INSIDE THE SECONDARY SYSTEM PANEL OR SERVICE RATED DISCONNECT SWITCH, DO NOT CONNECT THE GROUNDING ELECTRODE CONDUCTOR TO THE NEUTRAL LUG INSIDE THE TRANSFORMER. C. THE EQUIPMENT GROUNDING SYSTEM SHALL CONSIST OF A CONTINUOUS CONDUIT INSTALLATION AND A GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR. THIS GROUNDING CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT OR RACEWAY WITH THE FEEDER OR BRANCH CIRCUIT CONDUCTORS. THIS GROUNDING SHALL BE EXTENDED FROM THE HOUSING OF EVERY ELECTRICAL LOAD, THROUGH PANELBOARD STATIC GROUNDING BUSSES, TO THE STATIC GROUNDING BUS IN THE MAIN PANEL. THE GROUNDING BUS SHALL BE BONDED TO THE GROUNDED NEUTRAL BAR INSIDE THE MAIN PANEL. 14. LIGHTING FIXTURES A. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED BY OWNER, UNLESS NOTED OTHERWISE. THIS CONTRACTOR SHALL INSTALL LIGHTING FIXTURES AND LAMPS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED BELOW, COMPLETE WITH HANGERS, PLASTER FRAMES AND ALL OTHER NECESSARY ACCESSORIES. B. ALL BALLAST, STARTERS AND LAMPHOLDERS IN FLUORESCENT LIGHTING EQUIPMENT ARE TO BE ELECTRICAL TESTING LABORATORIES, UNDERWRITERS LABORATORIES AND CERTIFIED BALLAST MANUFACTURERS APPROVED. ALL BALLAST FOR FLUORESCENT FIXTURES SHALL BE OF THE HIGH POWER FACTOR TYPE AND SHALL BE GENERAL ELECTRIC "MAXI -MISER II" OR ADVANCED MARK III. WHERE OCTRON LAMPS ARE SPECIFIED PROVIDE APPROPRIATE BALLASTS. C. THIS CONTRACTOR SHALL VERIFY THE FINAL CEILING AND FINISH SCHEDULES TO INSURE THE PROPER INSTALLATION AND MOUNTING OF FIXTURES AND SHALL COORDINATE BEFORE MAKING SUBMITTALS. 15. TELEPHONE SERVICE A. THIS CONTRACTOR SHALL INSTALL A TELEPHONE SERVICE CONDUIT AS SHOWN ON THE DRAWINGS AND FURNISH AND INSTALL (1) 2' X 2' X 3/4" PLYWOOD PANEL MOUNTED ON THE WALL AT LOCATION SHOWN ON PLANS. 16. SURFACE METAL RACEWAY A. SURFACE METAL RACEWAY SHALL BE TWO PIECE #2100 AS MANUFACTURED BY WIREMOLD. ALL NECESSARY ACCESSORIES REQUIRED TO FIT THE CONFIGURATION SHOWN SHALL BE PROVIDED. RECEPTACLES SHALL BE 120 VAC, 23 APMS, CATALOG NUMBER #2127GT. 17. BANSEDIIMEM 18. A. DRY -TYPE TRANSFORMERS SHALL BE OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATING AS CALLED FOR ON THE DRAWINGS AND WITH 150' CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. (MOUNT TRANSFORMER ON VIBRATION ISOLATORS). LOCATE TRANSFORMER AS NOT TO CAUSE SERVICING OR CLEARANCE DIFFICULTIES OF VIOLATIONS WITH OTHER EQUIPMENT. B. COMPARABLE EQUIPMENT AS MANUFACTURED BY SQUARE D CORPORATION OR GENERAL ELECTRIC TIMECLOCK$ A. TIMECLOCKS SHALL BE 24 HOUR, 7 DAY , DAY SKIPPER TYPE AS MANUFACTURED BY TORK, INTERMATIC, OR PARAGON. END OF DIVISION 16 ID u -- i 5, RECEIVED MAR 2720 PERMIT CENTER 1F;