The URL can be used to link to this page

Home My WebLink AboutPermit D15-0207 - LOLLI & POPS - TENANT IMPROVEMENTLO & POPS 251SOiJTHCENTER MALL D15-0207 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 9202470010 Permit Number: D15-0207 Address: 251 SOUTHCENTER MALL Issue Date: 9/28/2015 Permit Expires On: 3/26/2016 Project Name: LOLLI & POPS Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, CA, 92013 Contact Person: Name: MARY RYAN Address: PO BOX 3749, MISSION VIE10, CA, 92690 Contractor: Name: HORIZON RETAIL CONSTRUCTION INC Address: 1500 HORIZON DR, STURTEVANT, WI, 53177 License No: HORIZRC072N5 Lender: Name: Address: DESCRIPTION OF WORK: Phone: (949) 582-3373 Phone: (262) 638-6000 Expiration Date: 4/15/2017 TENANT IMPROVEMENT OF EXISTING RETAIL. DEMO WORK INCLUDES REMOVAL OF PREVIOUS TENANT FINISHES, WALLS, STOREFRONT. NEW WORK INCLUDES CONSTRUCTION OF WALLS, STOREFRONT, INTERIOR FINISHES, MILLWORK. DEMO EXISTING HVAC SYSTEM AND PROVIDE NEW HVAC. MODIFY PLUMBING. REUSE AND MODIFY ELECTRICAL AND FIRE PROTECTION SYSTEMS. Project Valuation: $150,000.00 Fees Collected: $3,296.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pfirrkk__Jmq�ree to the conditions attached to this permit. Sign at re: Print Name: c S Date: q' 1!!E;_ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: 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" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: 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) 3: 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, 7.2, 7.3) 5: 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) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: 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 1011.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: Afire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 20: 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 #2437) 19: 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 #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 24: Post address on storefront per approved Westfield standards. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING T \ f . CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hLtp://www.TukwilaWA.gov Building Permit No. U 1 Project No. Date Application Accepted: Date Application Expires: or off we use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION ��,'{ King Co Assessor's Tax No.: Site Address: 5�V Southcenter Malll, Tuwila, WA 98188 Suite Number: Floor: 1 Tenant Name: Lolli & Pops New Tenant: LZ .....Yes ❑ ..No 151 PROPERTY OWNER Name: Westfield LLC Address: 11601 Wilshire Blvd City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving all project communication Name: Mary Ryan Address: P.O. Box 3749 City: Mission Viejo State: CA Zip: 92690 Phone: (949) 582-3735 Fax: (949) 768-8436 Email: mary@permitresources.cm GENERAL CONTRACTOR INFORMATION Company Name: NA -Project has not bid/been awarded Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: A&E National, Inc. Architect Name: Robert Fechtmeister Address: 1812 North 203rd Street City: Elkhorn State: NE Zip: 68022 Phone: (402) 614-4434 Fax: (402) 614-4431 Email: bob@aenational.com ENGINEER OF RECORD Company Name: KPE Consulting Engineers, Inc. Engineer Name: Kevin C. Power, PE Address: 1501 JF Kennedy Drive City: Bellevue State: NE Zip: 68005 Phone: (402) 291-1444 Fa" • (402) 291-1058 rEmail,�ower@kpe-inc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Unkown Address: City: State: Zip: H:1Applications\Forms-Applications On Line\2011 ApplioationsTermit Application Revised - 8-4-1l.dom Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ 0 - TENANT IMPROVEMENT OF EXISTING RETAIL. NEW TENANT IS A CANDY STORE. - DEMOLITION WORK INCLUDES REMOVAL OF PREVIOUS TENANT FINISHES, WALLS, STOREFRONT. - NEW WORK INCLUDES CONSTRUCTION OF WALLS, STOREFRONT, INTERIOR FINISHES, MILLWORK - DEMOLISH EXISTING HVAC SYSTEMA AND PROVIDE NEW HVAC SYSTEM. MODIFY PLUMBING. - REUSE / MODIFY ELECTRICAL & FIRE PROTECTION SYSTEMS Will there be new rack storage? ❑..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2,407 2,407 0 0 2B M 2 nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 ....... Sprinklers m ....... Automatic Fire Alarm ❑ .......None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 91 .......No If `yes', attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fortns-Applications On Linc\2011 ApplicationsWennit Application Revised - 8.9.11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFO: ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... 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 ADalication (mark boxes which aoul ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Cl .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑... Hold Harmless —(ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities El.. 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 # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBillins: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES = Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: �Ak Mailing Address: 1�t� Date: 12, 1 S Day Telephone: a�� • S a 2 -'S 13l:� City State 11 Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK PAID $2,037.93 D15-0207 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $2,037.93 DEVELOPMENT $1,941.10 PERMIT FEE R000.322.100.00.00 0.00 $1,936.60 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6274 R000.322.900.04.00 0.00 $96.83 $2,037.93 Date Paid: Monday, September 28, 2015 Paid By: HORIZON RETAIL CONSTRUCTION IN Pay Method: CHECK 371733 Printed: Monday, September 28, 2015 1:14 PM 1 of 1 II L�SYS7EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,052.25 D15-0207 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $1,258.79 DEVELOPMENT $1,258.79 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,258.79 EL15-0702 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $657.09 ELECTRICAL $625.80 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $625.80 TECHNOLOGY FEE $31.29 TECHNOLOGY FEE R000.322.900.04.00 0.00 $31.29 M15-0104 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $87.49 MECHANICAL $87.49 PLAN CHECK FEE R000.322.102.00.00 0.00 $87.49 PG15-0094 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $48.88 PLUMBING $48.88 PLAN CHECK FEE •$2,052.25 R000.322.103.00.00 0.00 $48.88 Date Paid: Thursday, August 13, 2015 Paid By: PERMIT RESOURCES Pay Method: CHECK 23065 Printed: Thursday, August 13, 2015 12:21 PM 1 of 1 R SYSTEMS INSPECTION RECORD 6 Retain a copy with permit '� r �'� IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: / L�l Type of ins, ion pk! �� 1 Address: DVeeCalled: , Special -instructions: Date Wanted: a. ` M. Requester: Phone No: Approved per applicable codes. L! Corrections required prior to approval. /;2-1311. El REINSPECTION FEE REQUIRED. Prior to next inspection, feA must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,'Ai INSPECTION RECORD Retain a copy with permit*5—n2p INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: S Type of Inspection: Address: % D ailed: C Special Instructions: �� Date Wanted: a. P.M. Requester: Phone No: EE-Approved per applicable codes. LJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r� INSPECTION RE Retain a copy with INSPEfION 0. -oRl3 0/5- coo permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeyt: Ml Type of Inspection: Address: �/) `� ,e/ f,co% liel' Date Calle : g Special Instructions: �W Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, feelmust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IdTZIO N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: � Type of spection: /'l Vex, / Address: k C �✓ 1' D Called: Special Instructions: Date Wanted: a. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval, u paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C INSPECTION RECORD -` 5 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 4o4'I- & Type of Inspecti , ze, Address:�S � at Called: Special Instructions:) Date Wanted: t/ a.m IC ! p.m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 1-0/5-0 Retain a copy with permit �707 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ` lz, ¢ 4-1 L" Type of InspQction: SLCS / �..��p Address. to Galled: V �//w Special Instructions: P%t�( Date Wanted: f a. p.m Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. `--- ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. UP INSPECTION RECORD N Retain a copy with permit � INS CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 0 L , el- P415 Type of Inspection* Address: ate Called: Special Instructions: Date Wanted: a.m. �f p.m. Requester: Phone No: lR-Wpproved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0�,207 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � � ` � �� ° � ) 10� 4,14 of Inspection / C ) S'a Address: D S 1 5. VAAt,L Contacf Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r � Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupant Type: Inspector: lb�_ � ::�.- �;,, I Date: / Z / , / / �— Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3� INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D r-- (D a o 7 lS`- S — I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L-0)I, r 'PopS Type of Inspection: )p CA--t Address: Suite #:�r"-Z--- Contact Person: Special Instructions: Phone No.: ®`Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD S - o d 07 Retain a copy with permit I�, - 5- i IQ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (' U � ,� Type of Inspection: Pr - Address: as-� -g Nyq LL Contact Person: Suite #: Special Instructions: Phone No.: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: -ry Pr, or Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �� Date: 4---rHrs.: ` $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 Compliance Tukwila, WA98188 For Building Department Use forms do not require a 3 - This address line will copy onto other forms usesword to r1L Applicant Name: Lolli &Pops Instructional and calculating cells Applicant Addre ss: 49 Powell St 6th Floor San Francisco, CA 94102 Applicant Phone: 415-445-4501 are write Project Description 1E] New Building ❑ Addition ❑� Alteration ❑ Plans Included Lighting Compliance Path (J) Lighting Power Density Calculations p Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance O Building Area Method QQ Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Tenant alteration in mall space. Lighting is being replaced to meet needs of new tenant. Description All but one fixture type is LED to minimize LPD. _ IEWED FI FCODECOMPLI Briefly describe lighting PPROVE system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project City of Tukwila ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable 1 bUILDING DIVIS!G t provisions perC101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (12101.4.3.1) ❑Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (L TG-INT-SPA CE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased Q New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. n 1=;.r i=1 V C U CITY OF TUKb1/11.A CORRECTION� � � ` /�� SEP 1 1 2015 LTR#--V- U PERMIT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all RU Revised Jan 2014 Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% 60% or more O Stand alone O Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. if a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. if less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location (plan #, Allowed Gross Interior Watts Allowed room #) Space Type" Watts per ft2 Area in ft(watts/ft x area) #1004104 Retail: Sales area 1.68 1567 2633 #105 Storage 0.63 660 416 Atrium" Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG-INT-DISPLAY 80 ' Select Table C405.5.2(2) category from drop down menu. For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 2227 3128 Location (plan #, room #) Fixture Description— Number of Fixtures Watts/ Fixture Watts Proposed Total space F1/FIIA - EXIT signs 3 1 3 #105 F4-48"LED striplight 9 25 225 #1004104 F5 - LED track head (15A current limiter in use) 144 13 1800 #1004104 F6 - LED globe pendant 21 10 210 #1004104 F7/F7E - LED 4" downlight 12 16 192 #1004104 F8 - CFL wall sconce 2 28 56 Retail Display Lighting from LTG-INT-DISPLAY 80 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 2566 1 """ Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. 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. 3. 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 C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track li former rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave W 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new ' e fixture description. 6. If #NA appears in Retail Display cells, information on LTG-INT-DISPLAY is incomplete. OF �Sll� Interior Lighting Power Allowance f4elrTIA COMPLIES 1 ` �`5`S�OiVAI.l�`�i 5- �-Pd Interior• • • • Space -by -Space 1 1 2012 Washinqton State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 Tukwila, WA98188 For Building Department Use Fill this line out on LGT-SUM Applicant Name: Lolli tip Pops Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type* Allowed Watts per ft2 ** Gross Interior Area in ft2 Wafts Allowed (watts/ft2 x area) #103 Retail 1: All unclassified retail display 0.60 338 203 * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) Area Area Watts footnote A may be entered here. Select retail sales areas form drop down menu. Total l 338 203 ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Display Lighting Base Allowance 500 ++ Total Display Allowance 703 Proposed Display Lighting Wattage Onlv seDarate/v controlled dlsDlav fixtures independent of General area lichtinG Der Table C405.5.2(2) footnote A may be entered here. Display Area* Location (plan #, room #) Fixture Description Number of Fixtures Watts/ Fixture Wafts Proposed Retail 1 #103 F10 - LED cabinet display light 8 10 80 * Select retail sales display area from drop down menu. DISPLAY WATTAGE ALLOWED - AS PROPOSED Total Proposed Waftsj 80 Proposed Display Retail 1 Retail 2 Retail 3 Retail 4 Lighting Totals 80 Notes: 1. For proposed Display 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 C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. nJ�c��;'T,Rfn7�L 3. List all display fixtures. C%--1-' �0/ 5- Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Indicate on plans the manual control type & locations served; E1.1 Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate of plans the 50% lighting load reduction method E1.1 provided or identify exception taken Indicate lighting system automatic shut-off capability - identify E2.0, E1.1 lighting zone areas served on plans; Yes C405.2.2.1 Automatic time switch controls and Indicate locations of override switches on plans and the areas E1.1 override switching served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other E1.1 methods (occupancy sensor, daylight controls, etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E1.1 Daylight zones - Indicate vertical fenestration primary and secondary daylight NA C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, include sq. ft. Indicate on plans the locations served by daylight zone controls; NA C405.2.2.3.2 Daylight zone Indicate in plans the lighting load reduction (dimming) method - controls stepped or continuous dimming Specific application Indicate on plans the locations served by specific application Yes C405.2.3 lighting controls - lighting controls E1.1 General Indicate lighting control method for display and accent lighting, E1.1 C405.2.3 - Display and accent and display case lighting; Indicate these fixtures are controlled independently from both Yes Items 1 &2 lighting general area lighting and other lighting applications within the E1.1 same space C405.2.3 - Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 rooms permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental NA Item 4 lighting task lighting, including under -shelf or under -cabinet lighting Identify eligible non -visual applications and method of lighting C405.2.3 - Lighting for non - control; Indicate these fixtures are controlled independently from both NA Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale or C405.2.3 - Lighting equipment demonstration; Indicate these fixtures are controlled independently from both NA Item 6 for sale or demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft2, C405.2.3 - Means of egress indicate method of automatic shut-off during unoccupied E1.1 Yes Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal E1.1 and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt NA C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes NA C408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY Sections C405.5, C405.10, C405.11 Provide fixture schedule with fixture types, lamps, ballasts, and E2.0 rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; NA Yes C405.5.1.2 C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; E2.0 Indicate that exempt lighting equipment is in addition to general E2.0 area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture E2.0 schedule (maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers, and refrigerated NA C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms — proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms — total proposed wattage Yes C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations of Method space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; NA C405.6.2 Total connected exterior lighting Identify exterior applications eligible for lighting � pp 9� 9 9 Power exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 grounds lighting provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form — proposed wattage for NA C405.6.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2800 Southcenter Mall Suite 652 Date 9/8/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes 1- 45-- 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Summary MESH -SUM 2012 Washington State Energy Code Com fiance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised May 2015 Project Info Project Address: 2800 Southcenter Mall Suite 652 Date 8/4/2015 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Lolli & Pops Applicant Address: 49 Powell St 6th Floor San Francisco, CA 94102 Applicant Phone: 402-291-1444 Project Description ❑ New Building ❑ Building Addition Q System Upgrade ❑ No System Changes Briefly describe mechanical systems in Tenant alteration in mall space. Old equipment is being replaced with a new 5-ton split system heat pump and the text box provided new ductwork. New system will include economizer and ventilation per ASHRAE 62.1 ❑ Total Bldg Performance Total Bldg Performance compliance includes all mandatory provisions per C401.2 Option 2. Only MECH-SUM and MECH-CHK forms required. Mechanical Systems Summary Air Compliance Heating Fan Flow Economizer Ventilation Equip ID Type of System (Note 1) Space(s) Served Path and Cooling Controls (Note 2) (Note 3) Energy Recovery HP-1 Split System Heat Pump All Simple single zone system Heating and cooling Constant volume (CV) Yes Minimum per IMC Not Applicable REV 0AC-D FOR co m o,'�fP _i/ NICE r C SE' 2 2 .01 Note 1 - Provide basic description of system type, for example: unitary rooftop air handler, built-up central air handler, • single -packaged, split system or packaged terminal air conditioner or heat pump; unit heater, warm -air furnace, electric resistance heater, 4-pipe fan coil, VRF system, energy recovery air handler, make-up air system, ground or water -source heat pump, etc. Note 2 - If taking an exception to air economizer, select exception taken from drop down menu and complete MECH-ECONO form. Summary definitions of each exception are listed in MECH-ECONO. Note 3 - If ventilation "Not applicable" is selected, provide explanation in Project Description box above. HVAC Hydronic Systems ❑ Hydronic chilled water ❑ Water -loop heat pump ElNo hydronic systems ❑ Hydronic heating ❑ Geothermal Equipment Type (s) Q Hot water heating tank(s) ❑ Instantaneous 05WOEOr systems Service Water Heating Systems CORRECTI LTR# ❑ Dedicated boiler ❑ Heat exchange from space heat boiler CITY OF TUKWILA central hot water/steam N Distribution Type (s) SEP 1 1 2015 ❑✓ Circulation System ❑ On -demand IC ❑ Mechanical Plans ❑✓ MECH-EQ Form PERMIT CENTER Mechanical Schedules indicate location of equipment compliance information. if provided on plans then MECH-EQ forms are not required, however, Include on plans all applicable corMliance information listed in MECH-EQ tables. ❑ Load calculation summary Q h7ECH-LOAD-CALC Form ❑ Equipment retrofit or repair Provide design load calculations for all mechanical systems and equipment serving the building heating. cooling or Design Load Calculations ventilating needs. If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. Equipment retrofit and repair projects where design loads in aces) s ed have not changed from original design conditions are not required to perform load calculations. E Wl AWAWA 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Summary, •• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all R1 Revised May 2015 p Air system exceeding 5hp QQ No air system exceeds 5hp Q Fan Power Provide a MECH-FANSYS form for each HVAC system having a total fan system motor nameplate horsepower exceeding 5 horsepower. Refer to Section C403.2.10 and MECH-FANSYS-DOC for requirements and exceptions. Commissioning Exception ❑ Commissioning will be provided for all applicable systems Summary Commissioning Exceptions: Describe means of eligibilty for commissioning exception (capacity, Q✓ Mechanical system(s) Size etc) for all systems noted as taking exception in Mechanical Systems Summary table. Refer to Section C408.2 and C408.4 for exceptions. O Service water heating Size system(s) For systems requiring commissioning, Figure C408.1.2.1 Commissioning Compliance Checklist shall be submitted to the code official upon project completion. Low Energy and Semi -Heated Spaces (Note 6 and 7) Peak Space Heating Cooling Conditioning Space Area Served, Capacity, Btu/h Capacity, Btu/h Capacity, Compliance Type Location in Plan(s) Space(s) Served square feet (Note 4) (Note 5) Btu/h-sf Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated spaces) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h. Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C 101.5.2 Low Energy Building. /stalled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btu/h-sf. Note 7 - Refer to Section C402.1.4 and Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 btuh/sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. p(PiREs ) - 1-j - 1 I 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R7 Revised May 2015 Project Address 2800 Southcenter Mall Suite 652 Date 8 / 4 / 2015 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable Code Section Code Provision Information Required - Must be in permit documents Location in Building Department (yes,no,na) Documents Notes GENERAL PROVISIONS Equipment Sizing & Performance MECH- yes C403.2.1 Load calculations Load calculations performed per ASHRAE Sid 183 or equivalent per Chapter 3 LOAD- CALC Equipment and system Output capacity of heating and cooling equipment and systems do not exceed calculated M1.0 yes C403.2.2 sizing loads, note exceptions taken Ventilation (natural or mechanical) provided per IMC; indicate mechanical ventilation is capable M1.0 yes C403.2.5 Minimum ventilation of being reduced to minimum requirement per IMC C403.2.3 & C403.2.3.2 & Equipment minimum Provide equipment schedules or complete MECH-SUM tables with type, capacity, efficiency, M1.0 yes C403.2.12.1 efficiency test standard (or other efficiency source) for all mechanical equipment yes C403.2.13 Electric motor efficiency Provide equipment schedule with hp, rpm, and efficiency for all motors; note exceptions taken M1.0 na C403.2.10.1 Fan power limitation For all applicable systems > 5hp, provide system total nameplate hp in MECH-FANSYS-SUM form na C403.2.10.1 Fan power limitation For all applicable fan systems > 5hp, verify fan system motor hp or bhp complies with fan power limits per Table C403.2.10.1(1), provide MECH-FANSYS form for each system na C403.2.10.2 Motor nameplate hp Indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions taken na C403.2.10.3 Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency req. & C403.2.13 na C403.2.3 Maximum air cooled chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit capacity na C403.2.3.1 Non-standard water-cooled Full -load and NPLV values for water-cooled centrifugal chiller adjusted for non-standard chillers operational conditions na C403.2.12.1.2 Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s) meet efficiency requirements for axial fan towers open circuit cooling towers na C403.2.3 Forced air furnace and unit Indicate intermittent ignition or IID, flue/draft damper & jacket loss heaters C403.2.3.3 Packaged electric Verify all packaged electric equipment that provides > 20,000 Bluth cooling capacity and M1.0 yes heating/cooling equipment heating is a heat pump, note in equipment schedule na C403.2.3.4 Humidification Indicate method of humidification (note requirements for systems with economizer) HVAC System Controls & Criteria y es C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including p g perimeter systems M1.0 C403.2.4.1.1 Heat pump supplementary Indicate staged heating (compression/supplemental) and outdoor lock -out temperature is set na heat to 40°F or less M1.0 yes C403.2.4.2 Setpoini overlap (deadband) Indicate 5°F deadband minimum for systems controlling both heating & cooling yes C403.2.4.3 Automatic setback and Indicate zone t-slat controls with required automatic setback &manual override M1.0 shutdown na C403.2.4.3.3 Automatic (optimum) start Indicate system controls that adjust equip start time to match load conditions C402.4.5.2 & OSA, exhaust, and relief air Indicate location of outdoor air supply intake, and exhaust and relief outlet dampers; verify M1.0 yes C403.2.4.4 dampers Class 1 leakage rating and control type (motorized or gravity); note exceptions taken yes C402.4.5.2 Return air dampers Indicate location of return air dampers; verify motorized control; verify Class 1 leakage rating for all return air dampers not integral to packaged equipment na C402.4.5.1 Stairway and shaft vents Indicate location of stairway and shaft vents, verify Class 1 leakage rated motorized dampers and method of activation na C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls na C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions na C403.2.4.6 Combustion heating Indicate modulating or staged control equipment na C403.2.4.7 Group R1 hotel/motel Indicate method for guest room temperature automatic setback (heating) & set-up (cooling), systems confirm adjustment of at least 5°F minimum. na C403.2.4.8 / S Group R2/R3 dwelling and Indicate 5-2 programmable thermostats in primary spaces with minimum of two setback sleeping unit systems periods; note exceptions taken na C403.2.5.1 Demand controlled Indicate high -occupancy spaces and systems requiring DCV ventilation na C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy -based system control and method; or alternate means provided to automatically reduce OSA when partially occupied 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Permit Plans Checklist - Page 2 of 4 M 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised May 2015 Project Address 2800 Southcenter Mall Suite 652 Date 8 / 4 / 2015 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable Code Section Code Provision Information Required - Must be in permit documents Location in Building Department (yes,no,na) Documents Notes GENERAL PROVISIONS, CONTINUED HVAC System Controls & Criteria, Continued Enclosed loading Indicate enclosed loading dock and enclosed parking garage ventilation system activation and no C403.2.5.3 dock/parking garage control method ventilation no C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air; indicate make-up air source and conditioning method no C403.2.5.4.2 Laboratory exhaust systems Indicate lab exhaust systems requiring heat recovery, method & efficiency; or alternative method taken (VAV, semi -conditioned makeup, or CERM calculation) no C403.2.6.1 Energy recovery (ER) - Indicate ventilation systems requiring ER, method & efficiency; note exceptions ventilation systems no C403.2.6.2 Energy recovery (ER) - Indicate on -site steam heating systems requiring energy recovery condensate systems no C403.2.6.3 Energy recovery (ER) - Indicate remote refrig. condensers requiring ER and use of captured energy cooler/freezer condensers no C403.4.6 Energy recovery (ER) - Indicate condenser systems requiring ER to pre -heat service water; indicate ER effectiveness; condenser systems note exceptions taken C403.2.12 Variable flow control - Indicate fan and pump motors requiring variable flow control and method (VSD or equivalent no fans/pumps controls) no C403.2.12.1 Variable flow control - heat Indicate heat rejection equipment and cooling tower fans requiring variable flow control and rejection equipment method no C403.2.12.2 Large volume fan systems Indicate fan systems requiring airflow reduction based on heating and cooling demand; note exceptions taken no C403.2.12.2 Single zone AC systems Indicate method of cooling demand -based fan control for sys. > 110,000 Btu/h no C403.2.4.10 DDC system capabilities Identify all DDC system input/output control points and indicate capability for trending and demand response setpoint adjustment Ducting Systems C403.2.7.1 & Duct Indicate all ductwork constructed and sealed per IMC, C402 leakage requirements and IBC y C403.2.7.3 construction vapor retarder requirements MP0.1 y 403.2.7.3.1- Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans M1.0 C403.2.7.3.3 High pressure duct leakage Indicate high pressure duct leakage testing requirements on plans; provide test results to no test jurisdiction when completed y C403.2.7.1 / 2 Duct insulation Indicate R-value of insulation on ductwork MP0.1 Piping Systems C403.2.8 Piping insulation Indicate R-value of insulation on piping C403.2.8.1 Piping insulation exposed to Indicate method of protection from damage/degredation weather SIMPLE SYSTEMS Qualifying Systems M1.0 C403.3 Qualifying single zone Verify unitary or packaged equipment does not exceed capacity limits, does not have active yes systems humidification or simultaneous heating/cooling no C403.3 Qualifying 2-pipe heating Verify 2-pipe heating -only system does not exceed capacity limits systems no C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers yes C403.3.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equipment schedule M7.0 no C403.3.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with exception(s) yes C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100% OSA; note exceptions taken M1.0 no C403.3.1.1.2 Integrated air economizer Indicate capability for partial air economizer operation for systems with capacity > 65,000 Btu/h operation yes C403.3.1.1.3 Air economizer high limit Indicate high limit shut-off control method per Table C403.3.1.1.3(2) M1.0 controls 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Permit Plans Checklist - Page 3 of 4 MECH-CW 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised May 2015 Project Address 2800 Southcenter Mail Suite 652 Date 8 / 4 / 2 015 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable Code Section Code Provision Information Required Must be in permit documents Location in Building Department (yes,no,na) Documents Notes COMPLEX SYSTEMS Complex System Economizers no C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equipment schedule no C403.4.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with exception(s) no C403.4.1.1 Water economizer capacity For eligible systems where water economizer may be provided in lieu of air economizer, indicate system is capable of 100 % cooling capacity at 50 °F db/45"F wb OSA no C403.4.1.2 Water economizer Indicate precooling coils and heat exchangers in water economizer system do not exceed maximum pressure drop pressure drop limit no C403.4.1.3 Integrated economizer Indicate capability for partial economizer operation for air or water economizer systems operation C403.4.1.4 Economizer heating system Verify control method of HVAC systems with economizers does not increase building heating no impact energy usage during normal operation Specific System Requirements no C403.4.2 & VAV fan control Indicate fans requiring variable flow control and method C403.2.12 no C403.4.2.1 VAV fan static pressure Indicate sensor locations on plans; include at least one sensor per major duct branch sensors no C403.4.2.2 VAV fan static pressure Indicate fan system static pressure setpoint based on zone requiring most pressure setpoint 0403.4.5 VAV systems serving Indicate supply air systems serving multiple zones, method of primary air control, and zones no multiple zones served; Indicate VAV or note exceptions taken C403.4.5 VAV systems serving For each air system terminal, indicate the maximum air flow rate of primary supply air during no multiple zones zone peak cooling and the maximum air flow rates during zone peak heating. no C403.4.5.4 VAV system supply air reset Indicate controls that automatically reset supply air temp in response to loads C403.4 Large capacity cooling Indicate method of mufti -stage or variable control for building cooling system capacity > 300 no systems tons no C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method no C403.4.3 Large capacity boiler Indicate mufti -stage or modulating burner for single boilers > 500,000 Btu/h systems no C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.3.5 Chiller / boiler plant pump Indicate capability to automatically reduce overall plant flow and shut-off flow through chillers & no isolation boilers when not in use no C403.4.3.6 & Variable flow control - Indicate pumps requiring variable flow control & method C403.2.12 pumps no C403.2.12.1 Variable flow control - Indicate cooling tower fans requiring variable flow control and method & C403.4.4 cooling towers C403.4.3.4 Hydronic system part load Indicate heating & chilled water systems have the capability to automatically reset supply water no controls temp AND reduce flow by z 50 % for systems > 300,000 Btu/h no C403.4.3.2 Two -pipe changeover Indicate deadband, heating/cooling mode scheduling and changeover temperature range systems no C403.4.3.3.1 Water loop heat pump - Indicate capability of central equipment to provide min. 20'F water supply temp deadband deadband between heat rejection and heat addition modes no C403.4.3.3.2.1 Water loop heat pump - Indicate method used to limit system heat loss when heat rejections is not needed heat rejection, Zone 4 no C403.4.3.3.2.2 Water loop heat pump - Provide heat exchanger that separates cooling tower and heat pump loop heat rejection, Zone 5 no C403.4.3.3.3 Water loop heat pump - Indicate 2-way isolation valve on each heat pump and variable flow control for systems with isolation total pump power > 10 hp no C403.5 Walk-in cooler / freezer - Indicate w/sf & control method for walk-in cooler/freezer door anti -sweat heaters anti sweat heaters no C403.5 / 6 Cooler / freezer - evaporator Indicate motor type for evaporator and condenser fans < 1 hp and condenser fans 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Permit Plans ■ _ i of i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised May 2015 Project Address 2800 Southcenter Mall Suite 652 Date 8 / 4 /2015 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable Code Section Code Provision Information Required - Must be in permit documents Location in Building Department (yes,no,na) Documents Notes SERVICE WATER HEATING Service Water Systems C404.2 Water -heating equip min. Provide equipment schedule with type, capacity, efficiency, test standard or other efficiency yes efficiency source P1 0 yes C404.3 Temperature controls Indicate temperature controls have required setpoint capability P1 0 yes C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply & discharge P1 0 yes C404.5 Insulation under water Indicate R-10 insulation under electric water heater tanks heater Pt 0 yes C404.6 Service water piping insulation Indicate R-value of insulation on piping; note exceptions taken MP0.1 yes C404.7 / 8 Circulation systems and Indicate shut-off capability based on occupancy and periods of limited demand heat trace shut-off P1.0 na C404.9 Group R-2 service hot water Indicate method of usage metering for dwelling units served by a central service hot water meters system Pools & In -Ground Permanently Installed Spas na C404.10.1 Pool heating equip min. Provide equipment schedule with type, capacity, efficiency, test standard or other efficiency efficiency source na C404.10.1 / 2 Pool heater on / off controls Indicate automatic on/off control based on scheduling & accessible on/off switch on heater that operates independent of thermostat setting; note exceptions taken na C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required na C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pools heated to > 90'F na C404.10.4 Heat recovery Indicate method, exhaust air temperature reduction and recovered energy use; note exceptions taken COMMISSIONING Specific System Requirements C408.2 Mechanical systems Indicate all mechanical systems to be commissioned; for those that will not be commissioned, na commissioning note exception taken C408.4 Service water heating Indicate all service water heating systems to be commissioned; for those that will not be na systems commissioning commissioned, note exception taken na C408.1.1 Commissioning plan Provide commissioning plan for all systems requiring commissioning; include in plan all required items per this section C408.2.2.1 & Air system and hydronic Include in commissioning plan that air and hydronic systems shall be balanced in a manner to na C408.2.2.2 system balancing first minimize throttling losses, then adjust to meet design flow conditions C408.2.2.1 Air system balancing Indicate devices that provide the capability to balance all supply air outlets, zone terminals and yes devices equipment requiring system balancing MP0.1 na C408.2.2.2 Hydronic system balancing Indicate devices that provide the capability to isolate, balance and measure flow for all hydronic devices equipment requiring system balancing na C408.2.3 Mechanical systems functional performance Provide description of functional performance testing procedures for all applicable systems including: equipment, controls, economizers testing Service water heating Provide description of functional performance testing procedures for all applicable systems na C408.4.1 functional performance including: equipment, controls, pools and spas testing na C408.1.4 Systems operation training Indicate required systems operation training measures to be provided na C408.1.2 & Documentation Indicate required documentation including: record documents, manuals, balancing reports, C403.1.3 commissioning preliminary and final reports na C408.1.2.1 Acceptance report Indicate that Commissioning Compliance Checklist (Figure C408.1.2.1) is required upon completion of preliminary commissioning report sit 6 n A 43955 4 rs4Q9 AL EXPIRES_- 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 PowerMechanical Fan System Allowance 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Mav 2015 Project Info Project Address: 2800 Southcenter Mall Suite 652 Date 8/4/2015 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Lolli & Pops Applicant Address: 49 Powell St 6th Floor San Francisco, CA 94102 Applicant Phone: 402-291-14" HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. Fan System ID Speed Control (Note 1) Description System Total Nameplate HP (Note 2) Fan Power Calculation (Note 3) AHU-1 < 5 hp Note 1 - Constant Volume (CV), Variable Air Volume (VAV), or Hospital/Lab CV system that qualifies for VAV budget per C403.2.10.1 Exception 1 Note 2 - Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Include all supply, return/relief, exhaust and exhaust hoods (> 1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals. VA parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3 - Indicate if MECH-FANSYS form is required (Yes), or the system is not required to provide this information because it has a combined total nameplate motor hp less than 5 hp (< 5 hp) or the system is ventilation only and thus has no heating or cooling capacity (No). MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan System Form) to generate an additional form. Added forms can be deleted with button in cell E38 of the added EXPiAES� Z'3,�� - 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Design• • Calculation Summary MECH-LOAD-CALC 2012 Washington State Energy Code Com fiance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised May 2015 Project Info The following information shall be included in the load calculation program summary submitted with the permit documents. If a load calculation summary is not available, provide the required information below. Project Address: 2800 Southcenter Mall Suite 652 Date 8/4/2015 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Lolli & Pops Applicant Address: 49 Powell St 6th Floor San Francisco, CA 9410 Applicant Phone: 402-291-1444 Equip. ID Area(s) Served Heating Design Load - Btu/h (Note 1) Cooling Design Load - Btu/h (Note 1) Calculation Method (Note 2) Notes HP-1 Stock Room 3,500 6,000 Trane TRACE HP-1 Sales Floor 23,700 42,700 Trane TRACE Og WWAS MJ .� 43955 4 G Note 1 - Design load shall account for the building envelope, lighting, ventilation and occupancy loads of the space(s) served by the mechanical system. Heating and cooling loads shall be adjusted to account for load reduction achieved by an energy recovery system, if applicable. Note 2 - Computer load calculation program, worksheet (identify source), or equivalent computation procedure in accordance with ASHRAE Standard 183. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Enerav Code Comnliance Forms for Commercial Buildinas includino R2 & R3 over 3 stories and all R1 Revised Mav 2015 Project Info The following information shall be included in the mechanical equipment schedules in the permit documents. For projects without plans, provide the required information below. Project Address: 2800 Southcenter Mall Suite 652 Date 8/4/2015 Tukwila, WA 98188 For Buildinq Dept. Use Applicant Name: Lolls & Pops Applicant Address: 49 Powell St 6th Floor San Francisco, CA 94102 Applicant Phone: 402-291-1444 Heating and/or Cooling S stems (Note 1) Cooling System Equip. ID Make & Model Area(s) Served WSEC Efficiency Table Equipment Type Condenser or Sub- Type Cooling Capacity, Btu/h (Note 2) Rated Efficiency (Note 3 ) Rated Part Load Efficiency (Note 4) Economizer exception - required higher efficiency HP-1 TRANE 4TWA3 ALL SPACES C403.2.3(2) Unitary & Applied Heat Pumps Heat pump Air-cooled, Non- electric heat 69,500 13 SEER Note 1 - Enter Equip ID, Make & Model, and Location of Service in this section for all heating & cooling, cooling only and heating only equipment. Note 2 - Provide listed rated cooling capacity for rated equipment or design cooling capacity for unrated equipment. Note 3 - For rated equipment, provide listed rated efficiency in the units defined for the equipment in the WSEC efficiency table - SEER, EER, SCOP, COP • 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washinaton State Enerav Code Comoliance Forms for Commercial Buildinas including R2 & R3 over 3 stories and all R1 Revised Mav 2015 Project Info The following information shall be included in the mechanical equipment schedules in the permit documents. For projects without plans, provide the required information below. Project Address: 2800 Southcenter Mall Suite 652 Date 8/4/2015 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Lolls & Pops Applicant Address: 49 Powell St 6th Floor San Francisco, CA 94102 Applicant Phone: 402-291-1444 Heating S stem Air System Equip. ID WSEC Efficiency Table Equipment Type Sub -type or Fuel Capacity, Btu/h (Note 5) Rated Efficiency (Note 6) Supply CFM Ventilation CFM Zone DCV or Occ. Sensors (Indicate type & zones(s) if required) Ventilation Energy Recovery (Yes or Not required) HP-1 C403.2.3(2) Unitary & Applied Heat Pumps Heat pump Air-cooled, Non- electric heat 55,700 7.7 HSPF 2,000 490 NA Note 4 - For rated equipment, provide listed rated part load efficiency IEER it required by code. Provide the rated low temperature EER for water source water -to -water heat pumps. Note 5 - Enter the rated cooling capacity for heat pumps, the listed rated heating capacity for all other rated equipment, or the design heating capacity for unrated equipment. Note 6 - For rated equipment, provide listed rated efficiency and, if applicable, the low temperature rated efficiency in the units defined for the heating equipment in the WSEC efficiency table - HSPF, COP, AFUE, E-1, E-c City of Tukwila Department of Community Development September 04, 2015 MARY RYAN PO BOX 3749 MISSION VIEJO, CA 92690 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0207 LOLLI & POPS - 251 SOUTHCENTER MALL Dear MARY RYAN, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide engineer's analysis for the removal of portions of the concrete floor as indicated on the plan with calculations and details for concrete floor repairs with specified special inspections. 2. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 3. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous to each exit. Specified egress paths shall be the ones to be inspected for egress illumination requirements. Also the life safety plan shall show all portions of the egress system leading to the mall exterior including back corridors with pathways dimensions shown. (IBC 107.2.3 & Section 1006) 4. The exterior walls on the plans for this tenant were not visible or clear. Show exterior walls for the tenant. 5. On plan details include notes that specify for Type II construction, all wood installed in framing for backing or wood finishes shall be Fire -retardant -treated wood complying with IBC Section 2303.2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resu,,..uttal, a 'Revision Submittal Sheet' must accomr _.—y every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, oil Rachelle Ripley Permit Technician File No. D15-0207 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 PERMIT COOK® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0207 DATE: 09/11/15 PROJECT NAME: LOLLI & POPS SITE ADDRESS: 251 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/15/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/13/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0207 DATE: 08/18/15 PROJECT NAME: LOLLI & POPS SITE ADDRESS: 251 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter #. DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued M Al PA PWWO Nk V 1. (L 2�4- Buildingi Division � Fire Prevention Planning Division W DVA $�A Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/20/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/17/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: W. 12/18/2013 1 City of Tukwila S BREVISION MITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hi!p://www.TukwilaWA.jzov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/08/2015 Plan ChecWPermit Number: D 15-0207 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CiiY O ALA tied , ❑ Deferred Submittal # PERMIT CENTER Project Name: LOW & POPS Project Address: 251 SOUTHCENTER MALL Contact Person: Trevor Huffaker Phone Number: 402-291-1444 Summary of Revision: 1. Drawings reformatted to be 2406 sheet size in lieu of 30x42 as oriainallv submitted. 2. ADD Sheet A0.2 Code Review / Egress Plan to address Building Review Note #3. 3. Plans updated with a note and hatched walls to better delineate existing demising walls to address Building Review Note #4. (Sheets A1.0, Al.1, A1.2, A1.3, A2.0, A3.1, A3.2) 4. General Note "S" ADDED to Sheet Al.I to address Building Review Note 45. General Note also added to Sheets A3.0 A3.1 and A3.2 5. Ceiling details on Sheet A1.3 moved to Sheet A1.4 due to reformatting, sheet size. 6. Enlarged Plan Details on Sheet A3.0 moved to Sheet A3.2, Wall Sections on A3.1 moved to new Sheet A3.2 7. Washington State Nonresidential Energy Code Lighting SummM provided per Building Review Note #3. 8. Building Review Note #1 does not apply as the floor slab is on grade and is not a structural slab. The tenant space is on the lower level in the 1-stoa portion of the mall. Sheet Number(s): A0.2, A1.1, A1.2, A1.3, A1.4, A2.0, A3.0, A3.1, A3.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila ((Permit Center by: [S;- Entered in TRAKiT on C:\Dropbox\AE National Lolli&Pops Coordination\WA -South Center\To Be Wet Stamped - 4 copies\D15-0207_Responses to Building Review Notes.doc Revised: August 2015 HORIZON RETAIL CONST INC Page 1 of 2 Search L&I Home; Inicio on Lspanol Contact Safety Washington State Department of Labor & Industries HORIZON RETAIL CONST INC Owner or tradesperson Principals HENDERSEN, JON E GUSTIN, ROBERT L HENDERSON, JON E JAWORT, DAN, AGENT Doing business as HORIZON RETAIL CONST INC WA UBI No. 601 483 044 License A-'L Index Help Xlv Secure I&I Claims & Insurance Workplace Rights Trades & Licensing 1500 HORIZON DRIVE STURTEVANT, WI53177 262-638-6000 Business type Corporation Governing persons DAN SIUDAK ERIC NIEDEFFER; JON E HENDERSEN; PAT CHRISTENSON; PATRICK J CHRISTENSEN; ROBERT L GUSTIN; TOM SCHAEFER; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. ..................._..._................_............................_. Meets current requirements. License specialties GENERAL License no. HORIZRC072N5 Effective — expiration 08125/1993— 04/15/2017 Bond ................. HANOVER INS CO $12,000.00 Bond account no. 1592447 Received by L&I Effective date 04/15/2002 04/10/2002 Expiration date Until Canceled Insurance. ZURICH AMERICAN INS CO $1,000,000.00 Policy no. 5919211 Received by L&I Effective date 03/18/2015 03/29/2009 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 9/28/2015 RESPONSIBILITY SCHEDULE EXG = EXISTING, LP = LOLLI & POPS, FC = FIXTURE CONTRACTOR, TGC = TGC, LL = LANDLORD FURNISH INSTALL REMARKS PRE -CONSTRUCTION EXG LP FC TGC LL LP FC TGC LL PROVIDE AND INSTALL BARRICADE AT STORE FRONT INSTALLATION TO BE COMPLETED BY BOSTON BARRICADES',Im .y" 1 BARRICADE GRAPHICS / VINYL SAW CUTTING, CORING, CHANNELING F EXISTING CONCRETE _ DEMOLITION WORK IN LEASED AREA AND'.```�'"+'Ic�.l IeCtriGal JOB PHONE /CELL PHONE / COMPUiT=R /ACROBAT CAPABIL1iY, PRINTER. FAX ALL PERMITS AND LICENSES NECESSARY G� Gl8 Piplt' ARCHITECTURAL EXG LP FC TGC LL LP FC TGC LL City of Tukwila CONCRETE FLOOR SLAB 0 Sj.?V_-T)1N!G DIVISION PREP. FLOOR SLAB FOR NEW FINISH (INCL LEVELING & PATCHING AS REQ'D) CONTROL & EXPANSION JOINTS IN CEILING WALL AND FLOORS 0 WHEN REQUIRED NEUTRAL PIERS 0 TGC TO PATCH & REPAIR WHEN REQUIRED PURVET"1104' of SRUEETUba GYPSUM WALL BOARD ON DEMISING PARTTTIONS (TYPE "X-) 4111 TGC TO PATCH & REPAIR WHEN REQUIRED gn AmPAANkE 0%5A% METAL STUD FRAMING FOR DEMISING PARTITIONS WA98-A PARTTITONS WITHIN LEASED SPACE TYPE 7X . . ..... WE IELD Z000 SOU'RUNTER MALL, TUKWILOA, MTL STRAPPING, BLKG, SUPPORTS, & ATTACHMENTS TO SHELL BLDG 0 WHEN REQUIRED ACOUSTIC & THERMAL INSULATION, FIRE SAFING AS REQ'D _ WALL FINISHES ---- - - - FLOORING TGC To cOORD. WiTH LP CODE INFORMATION PROJECT DIRECTORY DRAWING INDEX -- Pe miN VINYL WALL BASE METAL BASE AT FIXTURES APPLICABLE CODES * ® TENANT: ENGINEER OF RECORD: ARCHITECTURAL LOW AND POPS KPE ENGINEERS ARCHITECTS AO.O COVER SHEET 2012 INTERNATIONAL BUILDING CODE pp 49 KNELL ST. 6TH FLOOR 1501 JF KENNEDY DRIVE ADA SPECIFICATIONS STOREFRONT BASE Plan review approval is subject to errors and omissions. SAN FRANCISCO, CA 94102 BELLEVUE, NE, 68005 AO.2 CODE REVIEW / EGRESS PLAN BACK OF HOUSE FINISHES 0 APPENDIX E Approval r±f construCtion doCUments doel3 L1ot authorize CONTACT: RAJ GUP'TA PHONE 402-291-1444 A1.0 DEMOLITTON PLAN DOORS, DOOR FRAMES, DOOR HARDWARE 0 LP TO FURNISH AND INSTALL INTERCHANGEABLE CORES ICC/ANSI A117.1 2009 SUSPENDED CEILING SYSTEM GRID 0 TGC TO PAINT ALL GRID AND ACCESSORIES TO MATCH TIN CEILING TILES 2012 WASHINGTON STATE ENERGY CODE tl'le violation of any adopted oodo or ordinance. Receipt PHONE 415-445-4501 FAX: 402-291-1058 A1.1 FLOOR PLAN SUSPENDED CEILING SYSTEM AND MOLDINGS 0 TGC TO INSTALL LP FURNISHED TiN CEILING TILES AND CROWN MOLDING 2012 INTERNATIONAL MECHANICAL CODE of approved (; A1.2 INTERIOR FINISH PLAN SUSPENDED GWB CEILINGS, GYP BOARD SOFFITS, & SUPPORTING FRAMING 2012 UNIFORM PLUMBING CODE conditions LS acknowi ed; MALL OPERATION MANAGER: ARCHITECT OF RECORD: A1.3 REFLECTED CEILING PLAN ACCESS PANELS &DOORS IN CEILINGS &PARTITIONS • TGC TO PROVIDE WHERE REQUIRED FOR ACCESS TO CONCEALED EQUIPMENT 2014 NATIONAL ELECTRIC CODE 2800 SOUTHCENTER MALL A & E NATIONAL, INC. A1.4 DETAILS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN TUKWILA, WA, 98188 1812 NORTH 2O3rd STREET A2.0 EQUIPMENT AND FIXTURE PLAN STOREFRONT OVERHEAD ROLLING GRILLE & SUPPORiS SUPPLIED AND INSTALLED BY METRO DOOR pate, �� /�,� CONTACT: CHRISTIAN FALTENBERGER ELKHORN, NE 68022 A3.0 STOREFRONT ELEVATIONS & DETAILS STOREFRONT FRAMING & DRYWALL TGC TO COORDINATE WITH FC OCCUPANT GROUP: M PHONE 206-246-0423 CONTACT: ROBERT FECHTMEISTER A3.1 STOREFRONT PLAN DETAILS & SiGNAGE INFO. WOOD STOREFRONT CLADDING, MOLDING, TRIM AND GLAZING EMAIL* CFALTENBERGEROWESTFlELD.COM PHONE 402-614-4434 A3.2 STOREFRONT SECTIONS WOOD STOREFRONT PAINTING TGC TO PREP STOREFRONT AND PAINT; COORDINATE WITH FC CONSTRUCTION TYPE TYPE 2B City Of Tukwila FAX: 402-614-4431 A4.0 INTERIOR ELEVATIONS BUILDING DIVISION WESTFIELD TENANT COORDINATOR: OCCUPANT LOAD: 2800 SOUTHCENTER MALL FIXTURE CONTRACTOR: MECHANICAL / PLUMBING SALES FLOOR 1,537 SF/30 = 51 OCCUPANTS TUKWILA, WA 98188 UNLIMITED INNOVATIONS, INC. MPOA GENERAL MECHANICAL NOTES, SPECS, AND SYMBOLS NON SALES AREA 634 SEL300 = 2 OCCUPANT CONTACT: ADAM KUSHABI 15006 42ND STREET M1.0 MECHANICAL PLAN AND DETAILS PHONE 206-802-6043 PLATTSMOUTH NE 68048 P1.0 PLUMBING PLANS (WASTE AND VENT PLAN SUPPLY PLAN FIXTURE /FURNISHINGS /EQUIPMENT EXG LP FC TGC LL LP FC TGC LL TOTAL 2,171 SF = 53 OCCUPANTS ) SALES AREA DiSPLAY FIXTURES 2,407 SF (AREA CALCULATED BY USING LEASE LINES) EMAIL- AKUSHABIOWESTFIELD.COM CONTACT: TERRY BUCHOLZ PIA PLUMBING RISER DIAGRAMS CABINETS, SHELVING, ASSOCIATED HARDWARE, & MISC. CASEWORK ® B.O.H. TGC TO PROVIDE ALL EQUIP. IN STORAGE ROOM UNLESS NOTED OTHERWISE PHONE 402-296-9008 CORNER GUARDS ® ALL OUTSIDE CORNERS IN B.O.H. AREAS EXITING REQUIREMENTS: FAX: 877-402-2783 MANAGER'S DESK SALES GROUND FLOOR: REQUIRED PROVIDED REVISIONS ELECTRICAL PERMITTING AUTHORITY-. E0.1 GENERAL ELECTRICAL NOTES AND SYMBOLS SODA CASES TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WiTH FC EXITS 2 . 2 , No change: shall be made to the scope CITY F TUKWILA E0.2 ELECTRICAL SPECIFICATIONS EXIT WIDTH 36 36 MIN. AISLE of V ► without prior approval of COMMUNITY DEVELOPMENT DEPARTMENT E1.0 POWER AND SYSTEMS PLAN E TRUFFLE CASES TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WITH FC 53 OCCUPANTS x .20 10.6" 3' DOOR p ` 1ZE.`ir��fl�l'�� 9 TIT rlla Building Division. PUBLIC WORKS DEPARTMENT E1.1 LIGHTING PLAN OFFICE FURNITURE TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WiTH LP 8'-0" OPENING (GRILLE) PERMIT CENTER F2.0 ELECTRICAL DETAILS AND SCHED ffSS') �, OIVITPLI/��.Iq CE a _ � TGC ELT TO FLOOR �: �� o is � r�� 0 � 6300 SOUTHCENTER BLVD., SUITE 100 _ SAFE 1 and may/ in de a�i plan trevfew fees. _METRO SHELVES DESCRIPTION OF WORK: TUKWILA, WA 98188 UNLOADING OWNER FURNISHED EQUIPMENT INVENTORY VERIFICATION WITHIN 24 HOURS - TENANT IMPROVEMENT OF EXISTING RETAIL TO REMAIN. NEW TENANT IS A CANDY STORE. HTFP://WWW-TUKMLAWA.GOV SEP 2 2 2015 - DEMOLITION WORK INCLUDES REMOVAL F PREVIOUS TENANT FINISHES, INTERIOR WALL, STOREFRONT. T - NEW WORK INCLUDES CONSTRUCTION OF INTERIOR WALL, STOREFRONT, INTERIOR FINISHES, MILLWORK - REUSE / MODIFY EXISTING MECHANICAL SYSTEM - REUSE /MODIFY PLUMBING &FIRE PROTECTION SYSTEMS City o� Tu vvil " It - REUSE / MODIFY ELECTRICAL & FIRE ALARM SYSTEMS SYMBOLS LEGENDUILIcdg a1�e9110`�°a y MECHANICAL EXG LP FC TGC LL LP FC TGC LL _ FLOOR, ROOF PENETRATIONS & PATCHING _ --_ _ _ _ _ HVAC SUPPORT FRAMING � � o� DOOR TAG 1 STRUCTURAL GRID HVAC AND AIR HANDLING UNITS VICINITY MAP DETAIL TITLE DETAIL TITLE DAMPERS, HEAT & SMOKE DETECTORS, & FIRE ALARM CONNECTIONS A1.0 s E - T.O. MASONRY , 'r � MUM" WALL TAG ELEVATION TAG EL = 113'-4" EXHAUST FANS, DUCT WORK'`, tIIY I' CONTROLS, CONDUITS, LOW VOLTAGE WIRING &CONNECTIONS , f3Il«nfi` oeafL tnm A ��tittI� t #i��t.E3 d S 1 1 FINISH TAG © TYP. REVISION TAG WAG EQUIPMENT INSPECTION, CLEANING, REFURBISHING CHANGE ALL FILTERS AT COMPLETION �, r. ' ELEVATION REFER A1.0 B A1.0 B PROVIDE BALANCING REPORT TO OWNER AT END OF PROJECT tr TESTING &BALANCING _ - Y rt/z FLAG NOTE 1 ROOM NAME . F='ot C ROOM NAME / _i �a�/,� oEru rax ROOM # PLUMBING EXG LP FC TGC LL LP FC TGC LL NUMBER SANITARY WASTE, DOMESTIC SUPPLY & VENT PIPES TO PREMISES > b �Ea� _ _ _�% v n DETAIL REFERENCE LEASE LINE NORTH ARROW �tr rli ' " WATER METER / FLOW METER VERIFY EXISTING & IN PLACE PRIOR TO BID C �sA1.0 i i SANITARY WASTE, DOMESTIC SUPPLY &VENT PIPES WfiHIN TENANT SPACE tr 06 F"kwy stir - - - PLUMBING FIXTURES & EQUIPMENT, INCLUDING SINKS, WATER HEATER, TOILET ` ' EQUIPMENT / F-4 Alr WESTFIELD SOUTHCENTER :'.t' FLOOR CLEAR AREAL I 3 COMPARTMENT SINK SHELF ABOVE _ _ FIXTURE REF. ` g. FLOOR CUTTING / PATCHING REQUIRED B ;�, I REQUIRED PIPING FOR PLUMBING SECTK)N REFERENCE 1 L - - _ J FLOOR DRAINS AND WATERPROOF MEMBRANE COORDINATE FLOOR PATCHING WITH MALL OPERATION MANAGER` ��; . A1.0 rt,r CORRECTION maw ` 't od l Sou GENERAL NOTES LTR# NOW FIRE PROTECTION EXG LP FC TGC LL LP FC TGC LL a . _ LANDLORD NOTES: ADA COMPLIANCE SPRINKLER MAIN TO PREMISES ALL FIRE PROTECTION WORK TO BE PERFORMED BY LL DESIGNATED CONTRACT; 1. TENANT'S LENSED PREMISES MUST COMPLY WITH THE 2010 ADA SPRINKLER BRANCHES, DROPS, &HEADS" k 1. TGC MUST CONDUCT APRE-CONSTRUCTION MEETING WITH THE _ STANDARDS FOR ACCESSIBLE DESIGN INCLUDING Tfi1E III OF THE . FIRE ALARM �_ _ -� �___ - �'G4s,� �" ' �� COMPLIANCE INCLUDES, BUT NOT LANDLORDS ON SITE REPRESENTATIVE PRIOR TO WORK START AMERICANS WITH DISABILITIES ACT (ADA). �� r 8jrt{�d�f .. � , LOW VOLTAGE CABLE FOR FIRE ALARM SYSTEMS# 2. TGC WILL PAINT AND REPAIR THE LANDLORDS PROPERTY DAMAGED LIMITED T0, THE DESIGN, CONSTRUCTION AND/OR ALTERATION OF THE FIRE EXTINGUISHERS (COORD. LOCATIONS WITH FIRE MARSHAL &OWNER'S REP. TGC TO PROVIDE (2) NEW EXTINGUISHERS A S�sttscerater t I=� NORTH DURING TENANT IMPROVEMENT (BULKHEADS,, SERVICE CORRIDOR, LEASED PREMISES. SMOKE AND HEAT DETECTORS PIERS, FLOORING, ETC.). SHOP DRAWINGS FOR A/E REVIEW PROVIDE SHOP DRAWING FOR COORDINATION OF SPRINKLERS, LIGHTS, ETC. MALL KEY PLAN - LOWER LEVEL 3. WORKING ON WEEKENDS REQUIRES WRITTEN APPROVAL FROM THE LANDLORD. FIRE PROTECTION DRAWING REQUIREMENTS 4. TGC SHALL PERFORM FIRST-CLASS WORKMANSHIP. ACCEPTANCE IS 1. VERIFY WITH MALL OPERATIONS MANAGER REGARDING TENANT SPRINKLER ELECTRICAL EXG LP FC TGC LL LP FC TGC LL I..7 `:a "r..." INSTALLATION. LOLLI &POPS -SPACE 652 CONTINGENT UPON LANDLORD APPROVAL. 2. UTILIZE LANDLORD'S DESIGNATED FIRE PROTECTION CONTRACTOR. ELECTRICAL SERVICE, SWITCHGEAR &METER ®LL ELECTRICAL ROOM ' 5. PROVIDE ONE FULL SIZE SET OF DRAWINGS TO MALL OPERATIONS 3. TENANT AND TGC IS LIABLE FOR. COMPLIANCE WITH ALL REQUIREMENTS OF FUSIBLE DISCONNECT® LL SWITCHGEAR MANAGER AT PRE -CONSTRUCTION MEETING (SEPARATE SET F LANDLORD'S FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION PROVIDE NEW TYPED PANEL DIRECTORY _ :... AND ALL SUBSEQUENT FIELD INSPECTIONS. CONTINUITY TEST REPORT FINISHED TO OWNIR ' -- . LANDLORD APPROVED DRAWINGS SHALL BE KEPT ON SITE) ALL EQUIPMENT ON TENANT RISER DIAGRAM NOT OTHERWISE INDICATED r� 6. D COMMENTS US AP 0 ALL LANDLORD D NO AN M N FINAL WIRING &CONDUIT WITHIN LEASE SPACE , ;rt I I 1 a'' I. REVISED DRAWINGS AND M APPEAR ON ALL DRAWING IN THE ADDITIONAL GENERAL NOTES - D - UST COORDINATE WITH LP f ! I i I FIELD. 1. HAZARDOUS SUBSTANCE IT IS THE RESPONSIBILITY OF THE TENANT AN LIGHT FIXTURES i..,1 COORDINATE WITH LP 7. AFTER LANDLORD APPROVAL., ANY CHANGES OR MODIFICATIONS IN THE TENANT'S CONIRACTOR(S), WHEN PREPARING FOR AND PROCEEDING LAMPS FOR LIGHT FIXTURES _ . _ I I macys w I I I ; i ' -.�. THE CONSTRUCTION DOCUMENTS OR TENANT IMPROVEMENTS MUST SEs, TO COMPLY WITH ALL TELEPHONE &DATA SERVICE TO PREMISES IF REL(X;ATION IS REQUIRED THE WORK SHALL BE BY TGC NORDSTROM � i � � ;� � ( � I � I I ; REQUIREMENTS C F ALL APPLICABLE LAWS CONCERNING HAZARDOUS ... 1 -, t i_� L , ) �: BE APPROVED BY THE LANDLORD IN WRITING. TELEPHONE &DATA EQUIPMENT .._ - 1 LA ' '.. I � 3 SUBSTANCES. THE TENANT SHALL NOT PERMIT THE INSTALLATION OR USE 8 SIGNAGE ®MALL STOREFRONT ' f E J W SWsu- SUBSTANCES IN ANY COMPONENT OF THE PREMISES ; .._ _I i I I fi CPy LAWS, CODES, AN CONFORM LOW VOLTAGE CABLE FOR SECURITY SYSTEM / POS SYSTEM CABLE I D REGULATIONS OF ALL AUTHORITIES HAVING DURING ITS TENANCY -I I I _ I I ' _' i"i JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE 2. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE LOW VOLTAGE TERMINATIONS `�' "_ t ___ li , I i -) i I i MOST RESTRICTIVE SWILL APPLY.ASBESTOS-FREE E :-... ` �� ',..Yr :- �� t r, �r E , I. _ 1 I 3. ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO "LIKE SPEAKERS _ � :.. � I ;.� i �.� �.. 9. ALL WORK TO BE PERFORMED BY TENANT OR TENANTS SPEAKER WIRING COORDINATE WITH LP ;~ � � ��.�._t� , I _�.__ I _�� y...l ; (� I � � �- ` !J� r3 NEW' CONDITION. -= ,` 5 CONTRACTORS UNLESS SPECIFIED IN THE TENANTS EXECUTED 4.. DO MUST E WATER TESTED AND APPROVED BELL @ EMPLOYEE ENTRANCE i ] 1 c....l I`_.......1 i; ` - _.; 1� �� ` j i _ _ __ ; WIRING /CABLING INSTALLED BY TGC ' (� I ` ' LEASE ON SITE OPERAl10NSMANAGER B BY SECURITY CAMERA _ - _ _ ^ _ _ _ _ -___ __ _ L.._ . E I . ; . _�.. r .� _ � � I � 1I ,. 10. ALL WORK MUST COMPLY WITH THE MALL TENANT CRITERIA MANUAL 5. IF SOUND LEVELS ARE 40 DECIBELS OR HIGHER, SOUND INSULATION MUST EMPLOYEE TIMECLOCK TGC TO PROVIDE DATA AND POWER r.I7'.. _ ._.. J... i ' I I c 1 .-.- S AND THE MAIL CONSTRUCTION RULES AND REGULATIONS BE INSTALLED WITHIN DEMISING WALLS. BrAM 6. ALL ROOF WORK TO BE PERFORMED BY LANDLORD'S APPROVED ROOFING 11. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT CONTRACTOR AT TGC EXPENSE. EXG LP FC TGC LL LP FC TGC LL 7. ANY PENETRATION STRUCTURAL OR � �; � �� OCCURRED SINCE THESE PUNS HAVE BEEN PREPARED. APPROVAL POST CONSTRUCTION S OR MODIFICATIONS TO STR STEEL rl4 t f ` ' , OF THE DRAWING DOES NOT MEAN THAT THE CONDITIONS SHOWN �j '' L t � � [ J (� � ' - CONCRETE MUST BE COORDINATED AND APPROVED BY THE ON SITE BOSTON BARRICADES TO REMOVE BARRICADE WALL; �� REPRESENTATIVE AND/OR LANDLORDS STRUCTURAL ENGINEER. THE COST BARRICADE REMOVAL `. I:. r t t ; - , j I ARE ACCURATE. IT IS THE TENANT'S RESPONSIBILITY TO FIELD TGC TO PATCH REPAIR BULKHEAD PIERS I 1 I y� VERIFY ALL EXISTING CONDITIONS FOR ACCURACY. FINAL CLEANING ;„ INCURRED TO REVIEW THE MODIFICATION OR PENETRATION IS THE SOLE ....._ NORTH 12. TGC SHALL PERFORM A SITE SURVEY F THE SPACE PRIOR TO RESPONSIBILITY OF THE TENANT. ABBREVIATIONS - 7. DO NOT CHANNEL, CORE DRILL ONLY. COMPLETION OF CONSTRUCTION. ANY VARIANCES BETWEEN THE & �, ��„ APPROVE) PLANS AND THE BUILT SITE CONDITIONS SHALL BE 8- THE CEILING SYSTEMS ARE TO BE CONSTRUCTED USING MATERIALS WiTH A mmmt C�w ME CM a F a � FA ffM am a aw 1 CLASS 'A" FiRE RATING - NO FLAMMABLE MATERIALS ALLOWED. aW COMMesn�r arr txFr sK A im a �` tumonFune ;� MUM oa d, �' "D0°' " „� „� �, MARKED IN AN ASBUILT SEf OF DRAWINGS AND TURNS) OVER TO RECEIVED ELF 9. SUPPORT WIRES FOR LAY -IN -CEILING GRID, LIGHTS, AND WAC EQUIPMENT se GM W2 w RM WM se � Ftl Ft to Ulu & tlpt oa QIiFS�E t 5 , . IN ranaa aoi �► Esc we Fx roe rarr uc Toe 1 cos x �r gnu : eons mcx renwaar ape aremoc Sam sn Y THE LANDLORD. a am "FOR Maw tM ""'111M '°� am °�"'�•�� sm �°° MW CITY OF TUF�.Wi.,1°a ETC. MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S ELECTRICAL, qDF cow emmt '° ° t R7D " e°�ML01� sFmts SORM s 13. COORDINATE FIELD CONDITIONS WITH LANDLORD ON -SITE TENANT PLUMBING FIRE PROTECTION PIPING MECHANICAL EQUIPMENT OR ROOF F tcam FD eaas aasF aFm vu anm cow C011111111M FM #MMM rE t� tarsuF fbYl Ftaaw tL mr ets em woos tt� li OR mnroe6et aoFneicros sp saFFse foa �t a fee I LL UOOmltFD wmt: wnmema � FOIL � aFa a®mt �mi/ ootaa rmP» er emmen/ E fB f# o®011NOt a1 7 1f lr um a roils ra 1 m� 11Q9eAm amet ms6rt® sm sum a >• L e car a Fir F m Ff low t 1111118M, Fft>H WC mace mein a spw . s W/ amF COORDINATOR (TC). SNAP LEASE LINES WiTH TGC AND LANDLORD DECK. KIMs swim aT cuff AE w Fse oteaaset e► OE FOtT F� FF@O tmtamst� ■ Fa ww fang Flat Liam so Mt9mm afesc FM F0111 E now se s smuff ase aCHINIAWF�t K � t ER Fte nx "M FUME F.OL Ftff6Fll ma "Mism WR 0 eta no nxmunum sA sM �° sow SEP 1 ROTS TC PRESENT 10. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD F ca�FF ail TOR FOMW a e � � ItOIVJ � 0 m tl P WC allm et11�lO0R am= ek e�F f� Ff KIM OF Fit W FS F i m x M W 14. TGC SHALL REVIEW ANY ROOFTOP EQUIPMENT SCOPE OF WORK JOIST AND/OR STRUCTURAL MEMBERS. an= DIN owns RR e� F F 1 .� m Ftmra.F us �, smK „� m oo cT a „W e F 11. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT SHALL IL �Fa FFmt sm: eR Fmem J00e F� °D "' �r rmea� came f l� ev�it/la�" � �� WITH THE MALL'S OPERATIONS tuiA1JAGER PRIOR TO STARTING Cr Comm ® f R W wT w sm Fill, FF I CONSTRUCTION. NOT BE SUSPENDED FROM MALL SOFFIT / BULKHEAD. aam I'm m cos mmF CL COMI oa+ F�ausT mr m�aaFt F6 urcowssmF � DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 STAMP 9545 m..».._.,., REGI"`iERcD aff ITE ROE( TER 5T,'tiTE OF WAS li{hGT01d WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 Qi PERMIT SET 08/10/2015 , PLUMBING REVISIONS 09/04/2015 ,&MECHANICAL REVISIONS 09/04/2015 Q4 BUILDING REVISIONS 09/08/2015 COVER SHEET SHEET NUMBER DIVISION 0 - GENERAL AND SPECIAL CONDITIONS 2. MATERIALS: 2. LOCK STRIKE: B. LEAVE ALL SURFACES FREE OF ADHESIVE, SOIL AND 5.7 WHEN CONNECTION DETAILS DIFFER FROM THOSE IN THE ATTACHED E. SAMPLES: 00710 - GENERAL CONDITIONS: A CEMENT: ASTM C-150, LOW ALKALI A. ALL LOCK STRIKES SHALL BE BOXED, AND SHALL HAVE A CONSTRUCTION STAINS, BUT APPLY NO MAINTENANCE FIGURES, ATTACHMENT OF BRACING WIRES TO THE STRUCTURE ABOVE AND S WHEN MATERIALS ARE REQUESTED, SUBMIT SAMPLES, USING B. AGGREGATES: ASTM C-33 CURVED UP OF SUFFICIENT LENGTH TO PROTECT THE TRIM FINISHES. CLEAN FLOORS SOILED PRIOR TO ACCEPTANCE TO THE MAIN RUNNERS SHALL BE ADEQUATE FOR THE LOAD IMPOSED. THE MATERIALS APPROVED FOR THE PROJECT, OF EACH COLOR 1. GENERAL CONDITIONS OF THE CONTRACT: C. MESH: ASTM A-185 AND/ OR JAMB. OF PROJECT AT NO ADDITIONAL EXPENSE TO THE OWNER. WEIGHT (WP) SHALL BE TAKEN AS NOT LESS THAN FOUR (4) PSF FOR AND PAINT FINISH SELECTED BY THE OWNER. PREPARE A REFER TO LOW AND POPS FOR GENERAL CONDITIONS OF THE D. WATER: POTABLE I CALCULATING SEISMIC FORCES (FP). DUPLICATE SAMPLES B 1/2' x 11", SHOWING SUCCESSIVE CONTRACT FOR CONSTRUCTION. 3. DOOR CLOSERS: 4. POLISH AND PROTECTION: 5.8 WHEN DRILLED -IN CONCRETE ANCHORS OR POWER ACTUATED FASTENERS COATINGS. FOR TRANSPARENT AND STAINED FINISHES, B. THE GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE A 3. STRENGTH: A. FURNISH DOOR CLOSER SIZES PER HARDWARE SCHEDULE. A. COVER TRAFFIC LANES WITH PROTECTION PAPER. PROVIDE ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 PREPARE SAMPLES ON SPECIES AND QUALITY OF WOOD USED PART OF AND SHALL APPLY TO THE WORK OF EVERY SECTION A. 3,000 P.S.I. MINIMUM OR AS NOTED. ADDITIONAL FORMS OF PROTECTION WHEN REQUIRED BY JOB WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTED FOR 200 LBS. IN IN WORK. OR SUB -SECTION OF THESE SPECIFICATIONS. 4. DOOR HARDWARE: CONDITIONS. TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ARE USED FOR BRACING F. ENVIRONMENT CONDITIONS-. 4. CURING: A. THE HAND LOCK SHALL BE AS INDICATED ON THE DRAWINGS. B. APPLY A UNIFORM COATING OF POLISH TO ALL SURFACES. WIRES, 1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTED APPLY NO PAINT IN RAIN, FOG OR MIST WHEN THE DIVISION 1 - GENERAL REQUIREMENTS A KEEP WET NOT LESS THAN 24 HOURS: MOIST IF DOOR HAND IS CHANGED DURING CONSTRUCTION, AVOID EXCESS MATERIAL RESULTING IN PUDDLES. WHEN FOR 440 LBS. IN TENSION IN THE DIRECTION OF THE WIRE POWER TEMPERATURE IS BELOW 55 DEGREES FAHRENHEIT. INSURE 01100 - SPECIAL SERVICES AND INFORMATION: NOT LESS THAN SEVEN (7) DAYS WITH PLASTIC CONTRACTOR SHALL MAKE NECESSARY CHANGES IN THOROUGHLY DRY, MACHINE BUFF. ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR BRACING PROPER VENTILATION DURING ALL INTERIOR PAINTING. FILM COVERING OR THE LIKE HARDWARE AT NO ADDITIONAL EXPENSE TO THE OWNER. C. IMMEDIATELY PRIOR TO FINAL INSPECTION OF THE BUILDING, WIRES G. HARDWARE: 1. SCOPE: B. ALL DOOR HARDWARE SHALL BE IN COMPLIANCE WITH ADAWG REMOVE PAPER AND OTHER PROTECTION, APPLY SECOND NOTE: DRILLED -IN ANCHORS OR POWER ACTUATED FASTENERS REQUIRE INSURE THAT HARDWARE IS REMOVED BEFORE PAINTING IS A WORK OF THE CONTRACT INCLUDES FURNISHING OF ALL LABOR, 5. SLAB FINISHES: SECTION 4.13 FOR HANDICAPPED ACCESSIBLE DOOR COAT OF POLISH AND MACHINE BUFF AHJ APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE. STARTED AND REPLACED ONLY WHEN PAINT FINISHES ARE MATERIALS, APPLIANCES, TRANSPORTATION AND SERVICES A FLOOR: TAMP TO DISTRIBUTE CONCRETE AND THEN FLOAT HARDWARE THOROUGHLY DRY. FITTING, REMOVAL AND RONSTALLATION REQUIRED FOR SATISFACTORY CONSTRUCTION OF THIS STORE. AND TROWEL TO SMOOTH SURFACE FINISH FLOOR SWILL 09300 -TILL 6.0 CEILING FIXTURES, TERMINALS, AND DEVICES: ALL FIXTURES, TERMINALS, AND OF FINISH HARDWARE IS SPECIFIED IN FINISH CARPENTRY AND B. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EFFECT BE LEVEL AND FLAT TO WITHIN 1/S" IN 10'. 5. FINISH OF HARDWARE: OTHER DEVICES SHALL BE MOUNTED IN A MANNER THAT WELL NOT MILLWORK SECTIONS. ALL ALTERATIONS ADJUSTMENTS, ETC. TO DELIVER COMPLETE A THE FINISH OF THE HARDWARE SHALL BE AS NOTED ON STORE INSTMLA11ON TO CONFORM TO CONTRACT DRAWINGS AND 6. BONDING: DOOR SCHEDULE SPECIFICATIONS. A BOND ALL NEW WORK TO OLD BY THOROUGHLY C. THE OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURE CLEANING OLD WORK AND APPLYING AN 6. HARDWARE LIST: WORK OR TO USE PORTION OF THE CONSTRUCTION AREA AFTER APPROVED CONCRETE GLUE EVENLY TO THE SEE HARDWARE LIST ON DRAWINGS. SUBSTANTIAL COMPLETION 13Y THE CONTRACTOR. SUCH INTERFACING SURFACE JUST PRIOR TO POURING OCCUPANCY SHALL IN NO WAY IMPLY ACCEPTANCE OF ANY THE NEW WORK. PART OF THE WORK. DIVISION 9 - FINISHES D. TGC SHALL MAINTAIN ONE SUPERINTENDENT ON 09100 - ACOUSTICAL TREATMENT (IF SPECIFIED ON MATERIALS UST) SITE AT ALL TIMES. SUPERINTENDENT SHALL WORK EXCLUSIVELY DIVISION 5 - METALS ON THIS PROJECT FROM START OF CONSTRUCTION THROUGH 05100 - METAL FRAMING STORE OPENING, AND WILL PROVIDE OWNER WITH TELEPHONE, FACSIMILE, AND PAGER ACCESS 24 HOURS PER DAY FOR DURATION OF PROJECT. 2. OCCUPANCY DURING CONSTRUCTION: A THE ADJACENT STORES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECTION OF THE PUBLIC AND OF STORE EMPLOYEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH PROTECTION SHALL BE ACCOMPLISHED BY TEMPORARY BARRICADES AND THE LIKE 3. PERMITS: A ALL PERMITS REQUIRED, UNLESS SPECIFIED OTHERWISE, SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. (PERMIT FEES TO BE REIMBURSED BY THE OWNER) B. ALL INSPECTIONS REQUIRED. UNLESS SPECIFIED OTHERWISE SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. 4. TEMPORARY FACILITIES: ELECTRIC, WATER AND TOILET SERVICES A ELREQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO PROVIDE FIRE EXTINGUISHER AS REQUIRED BY THE FIRE DEPT. DURING CONSTRUCTION. TEMPORARY TELEPHONE LINES SHALL BE ON JOB SITE WITHIN 48 HOURS OF BEGINNING WORK. 5. ADDENDA TO SPECIFICATIONS: A BULLETINS AND INSTRUCTIONS ISSUED BY THE OWNER DURING THE PERIOD OF BIDDING WILL BE INCORPORATED IN THE CONTRACT DOCUMENTS BY MEANS OF ADDENDA TO THE SPECIFICATIONS. 6. TESTS AND INSPECTIONS: A ALL TESTS AND INSPECTIONS. OF ANY KIND, REQUIRED HEREINAFTER IN THE SPECIFICATIONS, AND WHICH INVOLVE EXPENSE, SHALL BE PAID BY THE CONTRACTOR. 7. PROTECTION OF WORK IN PLACE A ALL WORK IN PLACE SHALL BE ENCLOSED WITH ADEQUATE PROTECTION. PERMANENT OPENINGS USED AS THOROUGHFARES FOR THE INTRODUCTION OF WORK AND MATERIALS TO THE STRUCTURE SHALL HAVE HEADS, JAMBS AND SILLS WELL BLOCKED AND BOARDED. REPAIR ALL DAMAGED EXISTING WORK. 8. GUARANTEES: A CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND THE ENTIRE WORK FOR AT LEAST ONE (1) YEAR. 9. CLEANING: A THE CONTRACTOR AND SUBCONTRACTORS SHALL FROM TIME TO TIME REMOVE ALL DIRT AND RUBBISH CAUSED BY THEIR WORK, FROM THE BUILDING AND THE SITE. AT COMPLETION OF THE WORK, THOROUGHLY CLEAN INTERIOR AND EXTERIOR OF THE BUILDING. ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. ALL FLOORS AND MILLWORK SHALL BE THOROUGHLY CLEANED AND FREE OF ANY CONSTRUCTION DEBRIS. TGC TO PROVIDE FINAL CLEANING PRIOR TO STORE OPENING. 10. THE TERM "OR EQUAL" A WHEREVER TERM "OR EQUAL' IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY THE OWNER. 11. EQUIPMENT UNDER THIS CONTRACT AND FURNISHED BY OTHERS: A IT SHALL BE THE RESPONSIBILITY OF THE TGC TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT UNDER HIS CONTRACT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE BUILDING WITH SUFFICIENT CLEARANCES AND SO ADEQUATE FLOOR AREA IS AVAILABLE. . 12. PROGRESS: A THE CONTRACTOR SHALL CAUSE THE WORK TO BE DILIGENTLY PURSUED TO THE ENTIRE COMPLETION. SHOULD THE CONTRACTOR FAIL TO SUPPLY A SUFFICIENCY OF WORKERS OR MATERIALS OR FAIL TO MAKE TIMELY ARRANGEMENTS WHICH MAY BE REQUIRED FOR PROGRESS, THEN THE CONTRACTOR SHALL PROVIDE EVIDENCE SATISFACTORY TO THE OWNER PROJECT MANAGER THAT SAID DEFICIENCIES ARE DUE TO CAUSES BEYOND THE CONTRACTOR'S CONTROL UNLESS THE CONTRACTOR PROVIDES SUCH EVIDENCE, THE OWNER SHALL HAVE THE RIGHT, AFTER ONE DAY NOTICE IN WRITING, TO MAKE SUCH ARRANGEMENTS AND SUPPLY SUCH WORKERS AND MATERIALS AT THE CONTRACTOR'S EXPENSE. THE SAME RELATIONSHIP SHALL EXIST BETWEEN THE TGC AND ALL THE SUBCONTRACTORS. 13. ROOF DECK PENETRATIONS: A. CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH THE CENTER'S ROOFER FOR ALL PENETRATIONS OF THE ROOF DECK BY ELECTRICAL. PLUMBING AND MECHANICAL 14. SCHEDULING AND PROCEDURES: A CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULING, PROCESS AND PROCEDURES WITH OWNER. 15. BARRICADE AND PROTECTION A SEE DETAILS AND NOTES ON SHEET AO.3. DIVISION 2 - SITE WORK 02050 - DEMOLITION 1. SPACE PREPARATION: A THE CONTRACTOR SHALL INCLUDE IN THOR BID THE COST OF MAKING THE SPACE COMPLETELY READY FOR NEW CONSTRUCTION TO BEGIN. THE OWNER SHALL NOT BE CHARGED EXTRA FOR ANY DEMOLITION OR COSTS OF ANY KIND TO PREPARE THE SPACE FOR NEW WORK. 2. DEMOLITION AND PREPARATION: A REFER TO DEMOLITION SPECIFICATIONS AND NOTES. DIVISION 3 - CONCRETE: 03300 - CAST -IN -PLACE CONCRETE 1. SCOPE - A. NEW CONCRETE FLOOR SLAB AND PATCH WORK AS REQUIRED. 1. LIGHT GAUGE METAL FRAMING: A ALL STUD FRAMING MEMBERS, RUNNER TRACKS, BRIDGING AND NON -LOAD BEARING STUDS SHALL BE OF TYPE AND SIZE INDICATED ON DRAWINGS AND GALVANIZED. B. MATERIALS AND INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AS APPROVED BY THE OWNER. C. MINIMUM 20 GA. LIGHT GAUGE STEEL FRAMING (UNLESS OTHONSE NOTED ON PLANS). 3 5/S" STEEL STUDS (UNLESS OTHERWISE NOTED. 2. STRUCTURAL METAL FRAMING: A. STRUCTURAL METAL FRAMING AS PER SPECIFICATIONS ON ARCHITECTURAL DRAWINGS OF THESE DOCUMENTS. 1. STEEL CHANNELS: ASTM A-36 2. STEEL PLATES: ASTM A-36 3. NUTS AND BOLTS: ASTM A-307 OR ASTM A-325F 4. SHOP PAINT: NON -GALVANIZED ITEMS; STANDARD BRAND RUST INHIBITIVE PRIMER, F.S. TT-P-00641, TYPE 11 5. SHOP PAINT: GALVANIZED ITEMS; STANDARD BRAND ZINC DUST, ZINC OXIDE PRIMER, F.S. TT-P-00641, TYPE 1. 6. STRUCTURAL STUDS: PUNCHED OR UNPUNCHED 16 GAUGE STEEL HAVING A MIN. YIELD POINT OF 50,000 P.S.I., THICKNESS AS INDICATED 3. METAL FASTENING: A POWDER ACTUATED FASTENERS: MINIMUM 7/32' DIAMETER. SHOT THROUGH 1-1/2" EMBED W/ 1/8' WASHER. WHERE ATTACHING STUD RUNNER TRACKS, MAXIMUM SPACING SHALL NOT EXCEED 2'-O" O.C. MINIMUM OF TWO (2) POWDER ACTUATED FASTENERS PER RUNNER TRACK. 4. INSTALLATION OF METALS: A INSTALLATION OF METALS SHALL CONFORM TO DETAILS PROVIDED. 5. GALVANIZED INSULATION: A PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 6. WELDING: A PERFORM ALL WELDING IN CONFORMANCE WITH AWS STANDARDS AWS DIA STRUCTURAL WELDING CODE DIVISION 6 - WOOD AND PLASTICS 06200 - CARPENTRY AND MILLWORK 1. INCLUDED (BUT NOT LIMITED TO): A ROUGH CARPENTRY INCLUDING ALL WOOD STUDS; FURRING, BLOCKING, GROUNDS, ROUGH FRAMES, WOOD CURBS, BUCKS, NALERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 3. MATERIALS: A FRAMING LUMBER: DOUG. FIR OR SOUTHERN PINE GRADED PER WCLIB GRADING RULES, NO. 16. 1970 ED. B. CONSTRUCTION LUMBER: "CONSTRUCTION' GRADE. C. PLYWOOD: D.F. AS PER PS 1-95 (EXTERIOR GLUE) GROUP 2 INTERIOR UNDERLAYMENT. 4. TREATED LUMBER AND PLYWOOD: A ALL LUMBER AND PLYWOOD SHALL BE PROVIDED WITH A MINIMUM FIRE RETARDANT RATING OF CLASS III DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07920 - SEALANTS. CAULKING AND SEAL (SEE CERAMIC TILE SPECIFICATION, 09300) PROVIDE CAULKING AS REQ'D TO INSURE MOISTURE PROTECTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING AREAS: A AROUND TOILET FIXTURES, PIPE PENETRATIONS, ETC. MATERIALS: B. REFER TO CERAMIC TILE SPECIFICATION. 09300. DIVISION 8 - DOORS AND FRAMES 08100 - METAL DOORS AND FRAMES 1. HOLLOW METAL DOORS: A HOLLOW METAL DOORS: FLUSH TYPE THICKNESS AS INDICATED ON THE DOOR SCHEDULE, FORMED OF TWO SHEETS OF 118 GAUGE STEEL WITH #20 GAUGE VERTICAL REINFORCING MEMBERS EXTENDING FULL HEIGHT OF DOOR. SPACED NOT OVER 6" ON 1. SCOPE - A. FURNISH MATERIALS AND LABOR REQUIRED FOR INSTALLATION OF SUSPENDED GYPSUM BOARD CEILINGS AND SUSPENDED ACOUSTIC TILE CEILINGS, INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO THESE MAJOR ITEMS. 2. MATERIALS: A. REFER TO FINISH &: MATERIALS LIST B. GYPSUM BOARD: AS SPECIFIED IN SECTION 09250. C. SUSPENDED DRYWALL FURRINGS: SEE SECTION 09250/13-G.,H. 09250 - GYPSUM DRYWALL 1. SCOPE. A FURNISH MATERIALS AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT. 2. REFERENCE SPECIFICATIONS: A EXCEPT AS MAY BE MODIFIED BY THESE SPECIFICATIONS AND APPLICABLE LAWS AND ORDINANCES AT THE PLACE OF BUILDING, INSTALL THIS WORK TO CONFORM TO THE REQUIREMENTS OF 'STANDARD SPECIFICATIONS FOR GYPSUM WALLBOARD INTERIOR FINISHES', AS APPROVED BY THE AMERICAN NATIONAL STANDARD INSTITUTE AS ANSI JA97.1. 3. MATERIALS: A GYPSUM WALLBOARD: TAPERED EDGE SHEET CONFORMING TO ASIM C36; 5/S" THICKNESS UNLESS NOTED OTHERWISE USE TYPE -X" ONE HOUR BOARD THROUGHOUT. USE TYPE W/R. CONFORMING TO ASTM C630. WHERE NOTED AND WHEN REQUIRED BY CODE, BEHIND ALL CERAMIC TILE AND MASONRY VENEER, AND AT ALL TOILET ROOMS. GYPSUM WALLBOARD FINISH SHALL CONFORM TO REQUIREMENTS OF "RECOMMENDED SPECIFICATION FOR LEVELS OF GYPSUM BOARD FINISH" OF THE GYPSUM ASSOCIATION. PUBLICATION GA-Z14-07 AT STORAGE ROOM LEVEL 3: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND WIPED WITH A JOINT KNIFE LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH A COAT OF JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE. JOINT COMPOUND APPLIED OVER THE BODY OF THE TAPE AT THE TIME OF TAPE EMBEDMENT SHALL BE CONSIDERED A SEPARATE COAT OF JOINT COMPOUND AND SHALL SATISFY THE CONDITIONS OF THIS LEVEL AT SALES AREA AND OTHER PUBLIC AREAS PROVIDE: LEVEL 4 & 5: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND OVER ALL FLAT JOINTS AND SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. A THIN SKIM COAT OF JOINT COMPOUND TROWEL APPLIED, OR A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE AND APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, SHALL BE APPLIED TO THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. B. JOINT REINFORCING TAPE, ADHESIVE AND METAL CORNER REINFORCEMENT: STANDARD PRODUCTS RECOMMENDED BY THE MANUFACTURER OF THE GYPSUM WALLBOARD USED IN THE WORK. C. FASTENERS: SELF -DRILLING, SELF -TAPPING, COUNTERSUNK BUGLE HEAD DRYWALL SCREWS, FOR ATTACHMENT OF WALLBOARD TO METAL STUDS OR METAL STUD TO METAL STUD. D. MAIN SUSPENSION RUNNERS: 16 GAUGE COLD ROLLER STEEL CHANNELS 1 1/2", WEIGHING 475 LBS.j100 LINEAR FEET. E. HANGER WIRE 8 GAUGE MINIMUM, GALVANIZED ANNEALED LOW CARBON STEEL WIRE F. DRYWALL FRAMING CHANNELS: ROLLED FORMED 25 GAUGE MINIMUM ELECTRO-GALVANIZED STEEL HAT SECTION WITH WING FLANGES. G. FURRING CUPS: DRYWALL FURRING CHANNEL CLIPS. H. TIE WIRE: 18 GAUGE MINIMUM, GALVANIZED DOUBLE -ANNEALED WIRE 09650 - RESILIENT FLOORING AND BASE CENTERS AND UNIFORMLY SPOT WELDED AT 4' CENTERS. VERTICAL SEAMS AT DOOR AND FILLED WITH MINERAL FILLER 1. SCOPE - AND FINISHED FLUSH AND EDGES: WELDED AT MAXIMUM OF A RUBBER BASE 2' SPACING, GROUND SMOOTH. 2. HOLLOW METAL FRAMES: I 2. GENERAL - A FRAMES: A FIELD CONDITIONS: COMBINATION TYPE WITH BUCK, FRAME AND TRIM FORMED TO VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS. INDICATED DESIGN AND FABRICATION FROM #16 GAUGE STEEL INSPECT RELATED WORK AND ADJACENT SURFACES. REPORT CONSTRUCT FRAMES WITH WELDED MITERED CORNERS; WELDS CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS GROUND SMOOTH ON EXPOSED SURFACES, FRAMES SHALL WORK. HAVE INTEGRAL STOPS EXCEPT WHERE DETAILED OTHERWISE. B. DELIVERY: DELIVER ALL MATERIALS IN THOR ORIGINAL UNOPENED 08335 - OVERHEAD COILING GRILLES CONTAINERS WITH PRODUCT IDENTIFICATION CLEARLY LEGIBLE A GENERAL• PROVIDE OVERHEAD COILING GRILLES WITH ACCESSORIES AS ON EACH CONTAINER. REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. C. STORAGE: B. MANUFACTURERS: METRO DOOR J925, ALUMA TEC PACIFIC PRODUCTS STORE IN CLEAN, DRY SPACES IN A MANNER TO PREVENT AND CORNRL TYPE: ALUMINUM, STRAIGHT LINK, ELECTRICALLY DAMAGE FROM ANY CAUSE. OPERATED TYPE, WITH SAFELY RELEASE FOR EMERGENCY EXITING. D. TEMPERATURE: ' C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS BEFORE, DURING AND AFTER INSTALLATION, MAINTAIN SPACES ' TO RECEIVE THIS WORK AT THE TEMPERATURES 08700 - HARDWARE RECOMMENDED 13Y THE MANUFACTURER. 1. SCOPE E. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED A. FURNISH ALL FINISH HARDWARE REQUIRED TO COMPLETE THE TO RECEIVE NEW FLOOR FINISHES. WORK AS INDICATED ON THE DRAWINGS AND AS HERON SPECIFIED. PROVIDE ALL TRIM, ATTACHMENTS AND 3. INSTALLATION: FASTENINGS SPECIFIED OR REQUIRED FOR PROPER AND A. INSTALL BASE IN LONGEST SECTIONS POSSIBLE. MINIMIZE COMPLETE INSTALLATION. INCLUDE ALL HARDWARE UNDER CUTS BETWEEN CORNERS. THOROUGHLY BOND BASE TO THIS SECTION OF THE SPECIFICATIONS THAT IS NOT SPECIFIED BACKING SURFACE WITH BOTTOM EDGE UNIFORM CONTACT IN OTHER SECTION, WHETHER OR NOT SUCH HARDWARE IS WITH FLOORING SURFACE MAKE ALL JOINTS TIGHT, THE HEREIN SPECIFICALLY SCHEDULED. SURFACE ALIGNED. 1. TILE: A THE TILE IS TO MEET ANSI-IOOB.5 SPECIFICATIONS. CERAMIC TILE TO BE THIN -SET IN 3/32" MORTAR. B. ALL EXPOSED EDGES OF TILE TO BE SMOOTH POLISHED C. IN THE EVENT THAT DQRA TILE IS PRESENT AFTER INSTALLATION, LEAVE ONE BOX OF EACH TILE. DO NOT LEAVE TILE IN EXCESS OF ONE BOX 2. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED TO RECEIVE NEW FLOOR FINISHES. 3. MORTAR: A MORTAR IS TO MEET ANSI-118.1 SPECIFICATIONS. JOINTS ARE TO BE A MAX. OF 1/16' ON WALL TILE AND MAX. 1/16" ON FLOOR TILE. 4. GROUT - A. GROUT IS TO MEET ANSI-108.1 SPECIFICATIONS. B. APPLY TWO COATS OF GROUT SEALER IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 09511 SUSPENDED CEILING SYSTEM SCOPE - A. PROVIDE SUSPENSION GRID AS SHOWN ON THE DRAWINGS. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET, FINISH SCHEDULE, AND RESPONSIBILITY . SCHEDULE. C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. REFERENCE SPECIFICATIONS: 1.0 SUSPENSION SYSTEM COMPONENTS: SHALL COMPLY WITH ASTM C635 AND SECTION 5.1 OF ASTM E580. 1.1 THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635. 1.2 CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641. WIRE SHALL BE 112 GAGE WITH SOFT TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI. 1.3 MAN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION DEVICES, AND INTERSECTION CONNECTORS SHALL BE DESIGNED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS. IN COMPRESSION AND TENSION PER ASTM E580 SECTION 5.1.2. 2.0 SUSPENSION SYSTEM INSTALLATION: SHALL COMPLY WITH ASTM C636 AND SECTION 5.2 OF ASTM E580. 2.112 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING A 4 FOOT BY 4 FOOT GRID SPACING AND SHALL BE ATTACHED TO MAIN RUNNERS. 2.2 PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS. 2.3 CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) . ADJACENT WALLS PER ASTM E580, SECTION 5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL 2.4 THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO INCHES. GRID SYSTEMS WITH SPECIALTY OR PROPRIETARY ANGLES AND SUPPORT CLIPS MAY BE ACCEPTABLE WITH PRIOR APPROVAL 2.5 AT THE PERIMETER OF THE CEILING AREA, WHERE MAN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL.. SPREADER STRUT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED AND PLACED WITHIN EIGHT (8) INCHES OF THE WALL WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS EIGHT (8) INCHES OR LESS, THIS INTERLOCK IS NOT REQUIRED. 3.0 EXPANSION JOINTS, SEISMIC SEPARATION JOINTS, AND PENETRATIONS: 3.1 PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, PER ASTM E580, SECTION 5.2.8.5. A FLEXIBLE SPRINKLER HOSE FILLING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED (RING, SLEEVE, OR ADAPTER. 4.0 LATERAL FORCE BRACING: LATERAL FORCE BRACING IS REQUIRED PER THIS SECTION FOR ALL CEILING AREAS. 4.1 PROVIDE LATERAL FORCE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. 4.2 LATERAL FORCE BRACING ASSEMBLIES SHALL BE SPACED FOR ALL VALUES OF THE COMPONENT IMPORTANCE FACTOR TIP) OF THE CEILING. THERE SHALL BE A BRACE ASSEMBLY A DISTANCE OF NOT MORE THAN ONE HALF OF THE ABOVE SPACING FROM EACH SURROUNDING WALL, EXPANSION JOINT AND AT THE EDGES OF ANY CEILING VERTICAL OFFSET. 4.3 THE SLOPE OF BRACING MIRES SWILL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT APPROVAL 4.4 COMPRESSION STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED 13Y THE BRACING WIRES, AND SHALL NOT BE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB. 5.0 ATTACHMENT OF HANGER AND BRACING WIRES: 5.1 FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS IN THREE (3) INCHES. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION 5.2.7.2). 5.2 FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF ONE AND ONE-HALF (1-1/2) INCHES. 5.3 HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. 5.4 SEPARATE ALL COLING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. 5.5 HANGER WIRES SHALL. NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. 5.6 HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX ONTICAL) OUT OF PLUMB SHALL HAVE COUNTER -SLOPING WIRES. PERIMETER HANGER WIRES AT MAN RUNNERS THAT ARE POSITIVELY ATTACHED TO THE PERIMETER CLOSURE ANGLE, COUNTER -SLOPING IS OPTIONAL NOTE: SEE ASTMC636, FIGURE 1. FOR COUNTER -SLOPING METHODS. COMPROMISE CEILING PERFORMANCE IN ACCORDANCE WITH SECTION H. COATS: 13.5.6.2.2(5) OF ASCE 7-10 AND ASTM E580 SECTIONS 5.3 AND 5.4. 2 COATS MINIMUM IS ACCEPTABLE. IF FULL EVEN COVERAGE 6.1 CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR IS NOT OBTAINED WITH THE 2 COATS, APPLY AT NO EXTRA TERMINALS OR DEVICES. COST, SUCH COATS AS ARE NECESSARY TO PRODUCE THE REQUIRED FINISH, AS APPROVED BY THE OWNER. 6.2 LIGHT FIXTURES: J. PROTECTION: 6.2.1 ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING PROTECT FLOOR AND ALL ADJACENT SURFACES FROM PAINT SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL SMEARS, SPATTERS AND DROPPINGS. USE DROP CLOTHS TO FORCE EQUAL TO THE WEIG14T OF THE FIXTURE SCREWS OR APPROVED PROTECT FLOORS. COVER FIXTURES AND REMOVE HARDWARE FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE NOT TO BE PAINTED. MASK OFF AREAS WHERE REQUIRED. REQUIRED AT EACH LIGHT FIXTURE, PER ASTM E580, SECTION 5.3.1. K. DRY WALL NORMAL USE AND ATMOSPHERIC CONDITIONS. 6 2 2 LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB SHALL HAVE L REFER TO FINISH SCHEDULE FOR BASE PAINT COLORS • A MINIMUM OF ONE (1) 112 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.A 3. MATERIALS: REVIEW THE PAINT AND FINISH SCHEDULES WITH THE OWNER, 6.2.3 LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR AND SUBMIT COMPLETE LIST OF MATERIALS PROPOSED FOR EQUAL TO 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE CEILING THE WORK, USING THE HIGHEST GRADE MATERIAL AVAILABLE RUNNERS. BUT THEY SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE FROM THE MANUFACTURER. SLACK SAFELY WIRES CONNECTED FROM THE FIXTURE HOUSING AT B. EMPLOY COATS AND UNDERCOATS FOR ALL TYPES OF DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE FINISHES IN STRICT ACCORDANCE WITH THE 6.2.4 LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SWILL BE RECOMMENDATIONS OF THE MANUFACTURERS OF BENJAMIN INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT 112 GAGE MOORE PAINTS. WIRES ATTACHED TO THE HOUSING AND TO THE STRUCTURE ABOVE. THE FOUR (4) TAUT 112 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE 4. CONDITION OF SURFACER: STRUCTURE ABOVE. MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES A. GENERAL: THE WEIGHT OF THE UNIT. ALL SURFACES TO RECEIVE PAINT SWILL BE CLEAN, DRY, 6.2.6 SURFACE -MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER SMOOTH AND DUST FREE BEFORE APPLICATION OF ANY WITH AT LEAST TWO POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH MATERIAL. PREPARE SURFACES AS FOLLOWS. A MINIMUM 114 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A B. WOOD: 112 GAGE SUSPENSION WIRE SHALL BE ATTACHED TO EACH CLAMPING SAND SMOOTH AND REMOVE DUST. FILL OPEN JOINTS, DEVICE TO THE STRUCTURE ABOVE PROVIDE ADDITIONAL SUPPORTS WHEN CRACKS, NAIL HOLES AND OTHER PITS OR DEPRESSIONS LIGHT FIXTURES ARE EIGHT (8) FEEL OR LONGER. MAXIMUM SPACING FLUSH AND SMOOTH 'MTH PUTTY OR WOOD DOUGH AFTER BETWEEN SUPPORTS SHALL NOT .EXCEED EIGHT (8) FEET. PRIMING. COLOR PUTTY TO MATCH FINISH PAINT COAT. 6.2.7 SUPPORT PENDANT -MOUNTED LIGHT FIXTURES DIRECTLY FROM THE TOUCH UP KNOTS OR SAP STREAKS WITH SHELLAC OR OTHER STRUCTURE ABOVE WITH ANGER WIRES OR CABLES PASSING THROUGH APPROVED SEALER BEFORE PRIMING. EACH PENDANT WINGER AND CAPABLE OF SUPPORTING TWO (2) TIMES THE WEIGHT OF THE FIXTURE IF THE PENDANT MOUNTED LIGHT FIXTURE IS C. PRIMED FERROUS METAL:- DIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING, I.E, AIRCRAFT REMOVE ALL FOREIGN MATTER TOUCH-UP ABRASIONS WITH CABLES TO WALLS, THEN A BRACE ASSEMBLY IS NOT REQUIRED ABOVE FERROUS METAL PRIMER. THE CEILING. IF THE PENDANT MOUNTED LIGHT FIXTURE IS NOT DIRECTLY D. UNPRIMED FERROUS METAL - AND INDEPENDENTLY BRACED BELOW THE CEILING. THEN A BRACING REMOVE ALL RUST, MILL SCALE, AND FOREIGN MATTER 13Y ASSEMBLY, IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE WIRE BRUSHING, SCRAPING, SANDBLASTING, OR SOLVENT, AS CEILING. SPECIAL DETAILS ARE REQUIRED TO ATTACH THE PENDANT HANGER REQUIRED TO PROVIDE A CLEAN SMOOTH SURFACE TO THE BRACING ASSEMBLY TO TRANSMIT THE HORIZONTAL FORCE E. GYPSUM BOARD: EXCEPTION: WHERE THE WEIGHT OF THE FIXTURE IS LESS THAN 20 REMOVE ALL FOREIGN MATTER. FILL ALL PITS, FLUSH AND POUNDS, THE COMPRESSION POST IS NOT REQUIRED. SMOOTH WITH SPACKLE. NO IMPERFECTIONS DENTS. PITS, 6.2.8 RIGID CONDUIT SHALL NOT BE USED FOR ATTACHMENT OF THE FIXTURES. BUBBLES, SCRATCHES, LINT, ROLLER MARKS, ETC.) WILL BE ACCEPTED IN FINAL FINISH OF DRYWALL AND/ OR PAINT. 09511 SUSPENDED CEILING SYSTEM (CONT) 5. PRIMING: A WOOD: BEFORE INSTALLATION, PRIME AND BACK -PRIME ALL ITEMS 6.3 SERVICES WITHIN THE CEILING: PARTIALLY OR COMPLETELY CONCEALED IN THE FINISH WORK. 6.3.1 ALL FLEXIBLE SPRINKLER HOSE FITTINGS, COLING-MOUNTED AIR TERMINALS USE FACTORY -MIXED PRIMER. FOR WOOD HAVING A STAINED OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING OR TRANSPARENT FINISH USE 'VARATHANE' ELITE DIAMOND SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL FINISH, CLEAR GLOSS, THREE COATS MINIMUM. FORCE EQUAL TO THE WEIGHT OF THE COMPONENT. SCREWS OR APPROVED FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE 6. APPLICATION: REQUIRED AT EACH COMPONENT. A. APPLY MATERIAL EVENLY, FREE FROM SAGS, RUNS, CRAWLS, 6.3.2 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING -MOUNTED AIR TERMINALS OR HOLIDAYS OR DEFECTS. MIX TO PROPER CONSISTENCY, BRUSH OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE OUT SMOOTH, LEAVING MINIMUM OF BRUSHMARKS, ENAMEL AND ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED TO THE TERMINAL OR VARNISH UNIFORMLY ROLLED ON. SERVICE TO THE STRUCTURE ABOVE B. APPLY PAINT BY BRUSHES, ROLLER OR SPRAY. 6.3.3 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING -MOUNTED AIR TERMINALS OR C. TINT ALL PIGMENTED UNDERCOATS TO APPROXIMATELY SAME OTHER SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL SHADE AS FINAL COAT. PERCEPTIBLY INCREASE THE DEPTH OF TO 56 LB. SHALL. HAVE TWO (2) 112 GAGE SLICK SAFETY WIRES SHADE IN SUCCESSIVE COATS. ATTACHED TO THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE D. ALLOW EACH COAT TO THOROUGHLY DRY BEFORE SUCCEEDING 6.3.4 FLEXIBLE SPRINKLER HOSE FITTINGS, CUUNG-MOUNTED AIR TERMINALS OR COAT APPLICATION. FOR OIL PAINTS, ALLOW AT LEAST 48 OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED HOURS BETWEEN COATS OF EXTERIOR WORK, EXCEPT WHERE DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) OTHERWISE RECOMMENDED BY THE MANUFACTURER. TAUT #12 GAGE WIRES ATTACHED TO THE TERMINAL OR SERVICE AND TO E. FINISH ALL FOUR EDGES OF DOORS WITH SAME NUMBER AND THE STRUCTURE ABOVE. THE FOUR (4) TAUT 112 GAGE WIRES, INCLUDING KIND OF COATINGS AS SPECIFIED FOR THEIR MAN SURFACES. WHERE OPENINGS INTO ROOMS HAVING DIFFERENT FINISHES, THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF FINISH DOOR EDGES AS DIRECTED. SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT. F. DO NOT PAINT FACTORY FINISHED ITEMS UNLESS SPECIFICALLY 6.4 OTHER DEVICES WITHIN THE CEILING: DIRECTED. 6.4.1 ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, G. PAINT VISIBLE SURFACES OF METAL DUCTS AND VENTS. OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED H. FINISH MILL OR SHOP PRIMED ITEMS 'MTH MATERIALS TO THE CEILING GRID PER SECTION 6.3.1. IN ADDITION, DEVICES WEIGHING COMPATIBLE WITH PRIME COAT. MORE THAN 10 LBS. SWILL HAVE A 112 GAGE SLACK SAFETY WIRE J. MECHANICAL AND ELECTRICAL WORK IN EXPOSED AREAS ANCHORED TO THE STRUCTURE ABOVE PER SECTION 6.2.2. DEVICES INCLUDE THAT PORTION OF DUCT WORK OR PLENUM SPACE WEIGHING MORE THAN 20 LBS. SHALL BE SUPPORTED FROM THE AND THE INTERIOR OF WHICH IS VISIBLE THROUGH THE GRILLES. STRUCTURE ABOVE PER SECTION 6.3.4. 1. SHOP PRIMED METAL SURFACE OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL RECEIVE TWO FINISH COATS OF PAINT TO MATCH ADJOINING WALL OR CEILING SURFACES. 7.0 INSTALL LAY-INCOLING TILES IN COORDINATION WITH SUSPENSION PRIME COAT, IN ADDITION TO ABOVE, ON ALL UNPRIMED SYSTEM. WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION, SURFACES, PRINCIPAL ITEMS OF THIS WORK INCLUDE INTERIOR MEMBERS, SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS OF HOSE CABINETS, AIR GRILLES, CEILING DIVISORS, ELECTRICAL AND PENETRATIONS. PANELS, TELEPHONE PANELS, ACCESS PANELS, CONDUIT, OUTLET AND PULL BOXES, DUCTS AND PIPES. 8.0 INSTALL HOLD-DOWN CLIPS AT ALL CEILING TILES. 2. ALL OTHER MECHANICAL EQUIPMENT EXPOSED TO VIEW, SUCH AS COVERED AND UNCOVERED PIPING AND DUCIWORK, PUMPS. 09900 -PAINTING MATERIALS . COMPRESSORS, AIR CONDITIONING EQUIPMENT, TANKS, ETC., SHALL BE PAINTED AS SPECIFIED HEREIN, WHERE NOT SUPPLIED 1. SCOPE FINISHED UNDER OTHER SECTIONS. A FURNISH AND APPLY PAINTING AND FINISHING, AS INDICATED K. MISCELLANEOUS PAINTING: AND SPECIFIED COMPLETE. 1. SURFACES TO BE PAINTED AND NOT SPECIFICALLY DESCRIBED B. PRODUCTS OF BENJAMIN MOORE SPEC. (COMMERCIAL HERON. SMALL BE PAINTED WITH A PRODUCT SPECIFICALLY GRADE) MANUFACTURED OR PREPARED FOR THE MATERIAL AND NO OTHER PAINT SUBSTITUTES/PRODUCT WILL BE SURFACE: PRIME COAT AND TWO FINISH COATS. ACCEPTED. L UPON COMPLETION, REMOVE ALL RUBBISH CAUSED BY THIS C. PROVIDE FOR 3 MAN-HOURS OF TOUCH-UP PAINTING TO TRADE, REMOVE SPOTS FROM FLOORS, GLASS AND OTHER OCCUR APPROXIMATELY 1 WEEK AFTER STORE TURNOVER FOR SURFACES. LEAVE PREMISES IN A CLEAN AND ORDERLY NON -PUNCH UST ITEMS. COORDINATE WITH OWNER. CONDITION. M. AT THE COMPLETION OF THE TRADES AND FIXTURE 2. GENERAL- INSTALLATION TOUCH UP DAMAGED SURFACES AS REQUIRED. A. FIELD CONDITIONS: VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS, INSPECT RELATED WORK AND ADJACENT 7. PAINTING: SURFACES. REPORT TO THE OWNER ALL CONDITIONS WHICH A GENERAL NOTE: PREVENT PROPER EXECUTION OF THIS WORK. FOR TYPE, COLOR AND LOCATION OF PAINTED FINISH, SEE B. DELIVERS: DELIVER MATERIALS TO THE JOB IN UNOPENED INTERIOR DESIGN DRAWINGS. CONTAINERS BEARING MANUFACTURER'S NAME AND PRODUCT B. WOOD: DESIGNATION CORRESPONDING TO DESIGNATION OF MATERIAL ONE (1) COAT ENAMEL UNDERCOAT; SECOND COAT. SPLIT C. STORAGE: COAT OF ENAMEL UNDERCOAT AND SEMI -GLOSS ENAMEL: THIRD STORE IN DRY. CLEAN, WELL VENTILATED AREAS IN A COAT SEMI -GLOSS ENAMEL MANNER TO PREVENT DAMAGE OR FIRE, AND IN CLOSED C. FERROUS METAL - CONTAINERS. REMOVE EMPTY CONTAINERS AND PAINT SOILED FIRST COAT ZINC CHROMITE (OMIT IF SHOP PRIMED); SECOND OR OILY RAGS FROM THE SITE AT THE END OF EACH AND THIRD COATS SEMI -GLOSS ENAMEL DAYS WORK. _ _°� D. COLORS AND GLOSS: t R E. V I E Fun E 6m O 6' AS SELECTED AND APPROVED BY THE OWNER. NO EXTRA � (CODE C0';;aPI LAN '� I ��I�+ �� . WILL BE ALLOWED FOR SPECIAL OR DEEP TONE COLORS. P"I.P r 11VI 1 OF TU 1l�J3:_Ak .. ,Y ." 'e,+, " 1n� t) I �' SEP222015 SEP11�15 ,; 5 4amw o quamm. oqmml 'I PERMIT CENTER cfa�,! Of��115��^JI{�1 y DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. mm A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-6144434 FAX: 402-614-4431 �1A;44 STAMP P-4S WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 ,&PERMIT SET 08/10/2015 ,&PLUMBING REVISIONS 09/04/2015 ,&MECHANICAL REVISIONS 09/04/2015 ,& BUILDING REVISIONS 09/08/2015 SPECIFICATIONS SHEET NUMBER AO. 1 CODE INFORMATION ACCESSIBLE PATH OF EGREE EXISTING MALL SERVICE COR REMAIN EXISTING, MULTIPLE EGRESS SHOWN WITH DASHE 41�[V"ffl T 0� W0 z� z0 F- U31U fil■ ALL EGRESS PLAN SCALE: 1/4" = 1'-0" 100' EXISTING 1—HOUR RATED DEMISING WALL SHOWN I I HATCHED, TYP. CHOCOLATE 103 DOOR WITH 1 ANIL 1 W\UWAKI_ fY\U L-m1J\71-I11U1 1JV111J "1t11 I-/1J.711VL LWI\JL1. Ur-mialnu TIML - JniiRlr TO REMAIN. WITH THE ELECTRICAL PLANS DOOR CANNOT BE LOCKED. HATCHED, TYP. SALES AREA 1,537 SQ FT 1,517130 = 51 OCCUPANTS ----------� / 2012 INTERNATIONAL BUILDING CODE APPENDIX E ICC/ANSI A117.1 2009 2012 WASHINGTON STATE ENERGY CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN **ALL CODES INCLUDE WASHINGTON STATE AMENDMENTS OCCUPANT GROUP: M CONSTRUCTION TYPE TYPE 2B OCCUPANT LOAD: SALES FLOOR 1,537 SF/30 . = 51 OCCUPANTS NON SALES AREA 634 SF/300 = 2 OCCUPANT TOTAL 2,171 SF = 53 OCCUPANTS 2,407 SF (AREA CALCULATED BY USING LEASE LINES) EXITING REQUIREMENTS: SALES GROUND FLOOR: REQUIRED PROVIDED EXITS 2 2 EXIT WIDTH 36" 36" MIN. AISLE 53 OCCUPANTS x .20 10.6" 3' DOOR 8'-0" OPENING (GRILLE) SUPPLEMENTAL INFORMATION: — COMMON PATH OF TRAVEL DOES NOT EXCEED 75'-0" — NO CHANGE IN "USE' OR TO EXISTING MEANS OF EGRESS PATHS — ALL EXISTING EGRESS THROUGH MALL COMMONS AND SERVICE CORRIDORS TO BE USED. — TENANT SPACE IS FULLY SPRINKLED AND EQUIPPED WITH FIRE ALARM — EXISTING DEMISING WALLS TO MAINTAIN 1—HOUR FIRE RATING — TENANT SPACE LOCATED ON GROUND LEVEL AT 1—STORY PORTION OF MALL DESCRIPTION OF WORK: — TENANT IMPROVEMENT OF EXISTING RETAIL TO REMAIN. NEW TENANT IS A CANDY STORE — DEMOLITION WORK INCLUDES REMOVAL OF PREVIOUS TENANT FINISHES, INTERIOR WALL, STOREFRONT. — NEW WORK INCLUDES CONSTRUCTION OF INTERIOR WALL, STOREFRONT, INTERIOR FINISHES, MILLWORK — REUSE / MODIFY EXISTING MECHANICAL SYSTEM — REUSE / MODIFY PLUMBING & FIRE PROTECTION SYSTEMS — REUSE / MODIFY ELECTRICAL k FIRE ALARM SYSTEMS 3C MEANS OF EGRESS ILLUMINATION nation required. )f egress, including the exit discharge, shall be t all times the building space served by the ess is occupied. nation level. f egress illumination level shall not be less than At the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways... -------------- --- / ADnTWGrnav 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. NEW 8'-0" WIDE MANUAL ROLLING GRILLE WITH THUMB TURN ON TENANT SIDE FOR EMERGENCY EGRESS. PATH OF EGRESS THROUGH EXISTING MALL COMMONS, SEE 2/AO.2 MALL COMMON AREA RECEILsEILA CITY OF TU WI,_A DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 STAMP gr,Ar, WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 Qt PERMIT SET 08/10/2015 ,&PLUMBING REVISIONS 09/04/2015 3&MECHANICAL REVISIONS 09/04/2015 ,&BUILDING REVISIONS 09/08/2015 CODE REVIEW / EGRESS -PLAN SEP 1 1 LIC 15 SHEET NUMBER AO 2 DEMOLITION PLAN - GENERAL NOTES A CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO BE ACQUAINTED WITH THIS KNOWLEDGE DOES NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITY. B. THE CONTRACTOR SHALL PERFORM A FULL WALK-THROUGH OF SPACE WITH TENANT COORDINATOR OR MALL OPERATIONS MANAGER PRIOR TO DEMOLITION TO ESTABLISH MALL RULES AND REGULATIONS, AND DISCUSS THE EXTENT OF DEMO AND EXISTING TO REMAIN. C. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED SINCE THESE PLANS HAVE BEEN PREPARED. APPROVAL OF THE DRAWINGS DOES NOT MEAN THAT THE CONDITIONS SHOWN ARE ACCURATE. IT IS THE TENANT'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ACCURACY.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. D. MAINTAIN TEMPORARY BARRICADES TO PROVIDE A DUST PROOF ENCLOSURE AROUND THE AREA OF WORK. E. IF WORK ACTIVITIES PRODUCE SOUND LEVELS THAT ARE 40 DECIBELS OR HIGHER, SOUND INSULATION MUST BE INSTALLED WITHIN DEMISING WALLS AND THE TEMPORARY BARRICADE WALL F. COORDINATE SEQUENCE OF ALL POTENTIAL DISRUPTIVE WORK ACTIVITIES WITH THE MALL OPERATIONS MANAGER TO MINIMIZE IMPACT OF MALL OPERATIONS. G. ALL PATHS OF EGRESS TO BE MAINTAINED CLEAR OF OBSTRUCTION AT ALL TIMES. H. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE BRACING OR SHORING TO SUPPORT STRUCTURES. 1. ALL DEMOLITION SHALL BE DONE IN A WORKMANLIKE MANNER. ADJACENT SURFACES SHOWN TO REMAIN SHALL NOT BE DAMAGED. EXISTING CONSTRUCTION AND FINISHES DAMAGED BY DEMOLITION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. J. CONTRACTOR SHALL SAVE AND PROTECT ALL ITEMS NOT SHOWN FOR DEMOLITION. CONTRACTOR IS RESPONSIBLE TO REPAIR / REPLACE ALL ITEMS SHOWN TO REMAIN THAT ARE DAMAGED OR REMOVED AT THE CONTRACTOR'S EXPENSE K. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR RELATED WORK. CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR WORK OF ALL SURFACES AFFECTED BY DEMOLITION WORK, REGARDLESS OF TRADE COORDINATE REQUIRED PATCHWORK WITH ALL SUBCONTRACTORS. L DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE;. REMOVE THEM BACK TO THEIR SOURCE INCLUDING ALL MECHANICAL. PLUMBING, AND ELECTRICAL IMPROVEMENTS, UNLESS OTHERWISE NOTED. 19'-V Y 24'-0' LEASE LINE EXISTING DEMISING WALL SHOWN HATCHED, TYP.- 1 M. CONTRACTOR TO ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING ALL UTILITY SERVICES IN THE AREAS OF DEMOLITION. DISCONNECT, SHUT-OFF, NOTIFY THE AFFECTED UTILITY COMPANIES AND BUILDING MANAGER IN ADVANCE AND OBTAIN WRITTEN APPROVAL BEFORE STARTING WORK. N. VERIFY THE SCOPE OF DEMOLITION WITH NEW CONSTRUCTION DRAWINGS. CONTRACTOR SHALL REMOVE ANY ITEM NOT SPECIFICALLY IDENTIFIED THAT WOULD BE REQUIRED TO PROVIDE A FINISHED PRODUCT AS PER THE PLANS AND SPECIFICATIONS. 0. ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL ELECTRICAL OUTLETS, SWITCHES AND CONDUITS, TELEPHONE OUTLETS, WIRING, MECHANICAL PIPING, BASES AND PLUMBING, ETC. DISCONNECT ALL MECHANICAL AND ELECTRICAL SERVICES IN EXISTING WALLS TO BE REMOVED. ADDITIONALLY, PATCH ALL ADJACENT WALLS SHOWN TO REMAIN WITH MATCHING MATERIAL P. THE INFORMATION SHOWN ON THE DEMOLITION PLANS, INCLUDING DOORS, WAITS, CHASES AND EQUIPMENT ARE NOT INTENDED TO REPRESENT THE TOTAL SCOPE OF THE DEMOLITION CONTRACT. THE INTENT OF THESE DEMOLITION DRAWINGS IS TO ASSIST THE CONTRACTOR WITH ESTIMATION ONLY WITHOUT LIMITING DEFINITION OF SCOPE THE INTENT OF DEMOLITION IS TO COMPLETELY REMOVE ALL ITEMS, EXCEPT AS NOTED OTHERWISE, WITHIN THE CONTRACT AREA TO THE ORIGINAL STRUCTURE AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION WORK SHOWN IN THESE CONTRACT DOCUMENTS. Q. CONCRETE PATCHING: WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS WITH SOIL TREATMENT AT DISTURBED AREAS, a CRUSHED ROCK SUBGRADE, 6 MIL POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. COORDINATE WORK WITH MALL OPERATION MANAGER PRIOR TO POURING CONCRETE. R. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED SINCE THESE PLANS HAVE BEEN PREPARED. WE RECOMMEND THAT THIS SPACE BE FIELD CHECKED TO INSURE THE ACCURACY OF THESE DRAWINGS. S. IMPORTANT FIRE ALARM NOTE: PRIOR TO ANY DEMOLITION, TGC MUST CONTACT LANLORDS CONTRACTOR TO DISCONNECT ALARM PANEL FAILURE TO DO SO WILL RESULT IN A COST DIRECTLY PASSED TO THE TGC. T. FIELD VERIFICATION NOTE: TGC SHALL VERIFY AND DOCUMENT ALL DIMENSIONS OF WALLS, DOORS, AND LEASE LINES. TGC SHALL PHOTOGRAPH THE ENTIRE SPACE ONCE DEMOLITION IS COMPLETE. PROVIDE DIMENSIONS AND PHOTOS TO TENANT. 100'-40 LEASE LINE (F V.) f DEMOLITION PLAN - FLAG NOTES REMOVE EXISTING STOREFRONT FRAMING SYSTEM, GLAZING, SIGNAGE, AND ENTRANCE DOORS IN THEIR ENTIRETY. REMOVE PORTION OF BULKHEAD BACK TO ORIGINAL MALL BULKHEAD. SAVE AND PROTECT EXISTING MALL FLOORING, PIERS, AND BULKHEADS TO REMAIN. 2�. EXISTING WALL FIXTURES AND FINISHES TO BE REMOVED BACK TO ORIGINAL DRYWALL FINISH. REMOVE ALL FLOORING FINISHES, WALL BASE, MILLWORK, AND WALL FINISHES. SURFACES TO BE PREPARED TO ACCEPT NEW FINISHES U.N.O. REMOVAL OF EXISTING TILE / GROUT SHALL PROVIDE A SMOOTH FLOOR WITHOUT ANY HIGHS FROM EXCESS GROUT, AND IN A CONDITION READY TO ACCEPT NEW TILE FLOORING REMOVE EXISTING GWB AND FRAMING AT BULKHEAD. COORDINATE ADDITIONAL WORK WITH MECHANICAL AND ELECTRICAL DRAWINGS. METAL STUD AND GWB PARTITION WALL TO BE REMOVED IN ITS ENTIRETY, INCLUDING ALL WALL BASE, DOORS, HARDWARE. FIXTURES, FURNISHINGS, ETC. EXISTING CASHWRAP AND ALL ASSOCIATED ELECTRICAL TO BE REMOVED BACK TO SOURCE. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ALL EXISTING ELECTRICAL INCLUDING BUT NOT LIMITED TO DUPLEX OUTLETS, STUB -INS, ETC. TO BE REMOVED IN THEIR ENTIRETY BACK TO SOURCE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. REMOVE PREVIOUS TENANT PORTION OF THE EXISTING WALL FRAMING AND GWB AS REQUIRED. COORDINATE EXTENTS WITH NEW WORK. 10. PROTECT EXISTING MALL FLOORING AS REQUIRED FOR CONSTRUCTION. 1 . REMOVE LAY -IN ACOUSTICAL CEILING TILE AND GRID IN ITS ENTIRETY. 1 . REMOVE TILE AT RECESSED ENTRANCE 1 SAVE AND PROTECT EXISTING STRUCTURAL COLUMNS AND FURRING TO REMAIN. COORDINATE PATCH AND REPAIR OF FINISHES WITH NEW WORK. PATCH ALL DEMISING WALLS TO MAINTAIN EXISTING FIRE RATINGS. SAWCUT AND REMOVE EXISTING SLAB AS REQUIRED FOR NEW UNDERFLOOR PLUMBING WORK. T.G.0 SHALL X-RAY SLAB PER LANDLORD REQUIREMENTS PRIOR TO SAWCUTTING. COORDINATE WORK WITH PLUMBING PLANS. COORDINATE NEW UNDERFLOOR WORK WITH ELECTRICAL DRAWINGS. 1 REMOVE ALL FLOOR / WALL MOUNTED SHELVING AND DESK. 1 REMOVE WOOD STAIRS, RAILING AND STORAGE PLATFORM ABOVE HALLWAY. DEMOLITION PLAN LEGEND EXISTING WALL TO REMAIN WALL TO BE DEMOLISHED DOOR TO BE DEMOLISHED I. MALL APPROVED MALL BARRICADE VENDOR SHALL FURNISH AND INSTALL THE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION. LP TO COORDINATE TEMPORARY BARRICADE WALL WITH MALL OPERATIONS MANAGER PRIOR TO CONSTRUCTION. 2. ALL COSTS ASSOCIATED WITH THE TEMPORARY BARRICADE INSTALLATION WILL BE THE RESPONSIBILITY OF LP. 3. LP TO FURNISH AND INSTALL APPROVED BARRICADE WALL GRAPHIC. 4. DOORS IN TEMPORARY WALL SHALL BE 3'x7' FRAMELESS HIDDEN HINGE DOOR WITH ONLY A DEAD BOLT. 5. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUT THE DURATION OF CONSTRUCTION. REPAIR AND/OR REPLACE BASE, WALLBOARD, GRAPHICS, ETC. AS NEEDED. 6. TGC SHALL COORDINATE DEMOLITION TEMPORARY BARRICADE WALL WITH THE MALL OPERATIONS MANAGER AND LP. 8. TGC IS RESPONSIBLE TO PATCH/PAINT ANY DAMAGE TO COMMON AREA BULKHEAD, CEILING, WALLS, ETC. AFTER REMOVAL OF BARRICADE I I I I I I 13 ADJACENT TENANT AREA I_ 8'-6' IAif- : I—O h a CODE CO, ,1PtL_I1`\NCE i 1 SEP 2 2 2015 CI yF 0 1"U,!,,kPfi BUILDING DIVIS10i",l I fig,., ...... . ., >. . .... - .,gP w S — i. i"`. .. �^.,..U...,. f ir< r ESfiOWN G DEMISING WALL HATCHED, TYP. 4 I 15 I I CENTER PAIR OF DOORS P I 13 TILE I NEAR CENTER OF PROPOSED C� OPENING. DOOR TO BE MIN 7'-0TALL 1 VAVA 5 MALL COMMON °O w ' I ( , AREA 11 PA > 4VAA F w o EA 3 WOOD LAMINATE I —� 12 10 -- N ,D 8 VI I N 3�T1LE W e 1 14 16 1- C� 1 1 =- f1 6 1 1 1 14 5 11 WOOD LAMINATE 3 1 2 I I 11 P 5 11 1 1 TYP. I I 1 I �i i � I 1 I 5 ► i 11 7 �- 1 ;, 11 \.:.. w.. M a � F »_, �:..`.<s...,l . ,. " :.>s _ 0 ADJACENT TENANT AREA 9 _ 00 EXISTING DEMISING WALL EXISTING STRUCTURAL COLUMNS , f 3'-0' � �",' : "ED WOOD LAMINATE 3 4 M. 0 LEASE LINE CITY OF TUKWi?.A SHOWN HATCHED, TYP. SHOWN HATCHED, 07 SEP 11 201615 DEMOLITION PLAN 15 PERP.11T CENTER SCALE: 1/4' = 1'-0' NORTH © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. 4 A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 STAMP 9545 OF WASHIIMCA TON S�BTlkrl: ��• ��tir ir (^{ —/s 7 O WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 ,&PERMIT SET 08/10/2015 ,&PLUMBING REVISIONS 09/04/2015 ,&MECHANICAL REVISIONS 09/04/2015 &BUILDING REVISIONS 09/08/2015 DEMOLITION PLAN SHEET NUMBER A1.0 FLOOR PLAN — GENERAL NOTES A. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO THE EXISTING FIELD CONDITIONS. B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. C. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL U.N.O. D. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURES WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. E. ALL WORK SHALL BE EXECUTED IN MANNER ACCEPTABLE TO THE TENANT. F. TGC SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS, AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK, U.N.O. G. TGC WARRANTS TO THE OWNER, ARCHITECT AND ENGINEERS THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE INSTALLED AS SPECIFIED AND FREE OF DEFECTS. H. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY, COORDINATE WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S) TO BE INSTALLED. 1. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED. 13Y MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH PENETRATION FIRESTOP SYSTEMS. TGC SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE AVAILABLE TO ANY INSPECTOR. THE DRAWING SHALL BE SPECIFIC FOR EACH PENETRATION WITH VARIABLES DEFINED. J. TGC IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION / CONSTRUCTION. K. TGC IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. L TGC SHALL VERIFY THAT ALL PENETRATIONS WILL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING SLAB. REPAIR OF EXISTING CONDITIONS MAY BE REQUIRED, F.V. M. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH THE MALL OPERATIONS MANAGER. WATERPROOF MEMBRANE MUST BE WATER TESTED BY TGC AND APPROVED BY ON -SITE OPERATIONS MANAGER BEFORE NEW CONCRETE IS PLACED. N. ACCESS PANELS IN WALL FOR OVERHEAD GRILLES, PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS PANEL TO BE FLUSH, FRAMELESS GWB PANELS. SUBMIT SHOP DRAWING TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. PAINT TO MATCH CEILING. 0. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. P. TGC IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. Q. TGC IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC FOLLOWING THE INSTALLATION OF THE MILLWORK. R. COORDINATE FIELD CONDITIONS WITH LANDLORD ON-SIIE TENANT COORDINATOR (TC). SNAP LEASE LINES WITH TGC AND LANDLORD TC PRESENT ` S. ALL NEW FRAMING MATERIALS SHALL BE NON-COMBUSTIBLE. ALL WOOD INSIAU.ED IN FRAMING FOR BACKING OR WOOD FINISHES SHALL BE FIRE -RETARDANT -TREATED WOOD COMPLYING WITH IBC SECTION 2303.2. FLOOR PLAN — FLAG NOTES 1�- COORDINATE PATCH AND REPAIR WORK AT ALL WALLS TO REMAIN WITH THE DEMOLITION PLANS AND WITH THE GENERAL NOTES ON SHEET A1.2. 2 STOREFRONT MILLWORK PANELS (FURNISHED AND INSTALLED 13Y F.C.) TO BE INSTALLED OVER FULL HEIGHT PARTITION. TGC TO PROVIDE PARTITION FRAMING AND DRYWALL 3. NEW PARTIAL HEIGHT WALL CONSTRUCT WALL PER WALL TYPE 2. 4. NEW PLUMBING FIXTURES, SEE PLUMBING PLANS. 5. CENTERUNE OF STOREFRONT GRILLE. 6. WATER HEATER PLATFORM ABOVE MOP SINK. SEE DETAIL ON SHEET A3.1. 7. PATCH WALL AS REQUIRED FOLLOWING DEMOLITION OF WALL / FURRING. TYP. WALL TYPE LEGEND Q Oj EXISTING METAL STUD DEMISING WALL TO REMAIN EXISTING METAL STUDS WITH 5/8' TYPE 'X' GYP. BD. (FIR. TO STRUCTURAL DECK ABOVE) TO REMAIN. TGC TO PATCH, REPAIR, AND SEAL DEMISING WALL TO MAINTAIN EXISTING FIRE RATING. EXTEND WALLS TO DECK AS REQUIRED (IF NOT EXISTING). O NEW NON RATED INTERIOR WALL NEW 3 5/8' 20 GA. MIL STUDS AT 16' O.C. (FIR. TO DECK ABOVE) WITH (1) LAYER 5/8' TYPE 'X' GWB. ON EACH SIDE (FLOOR TO +6' ABOVE CEILING ON SALES / FULL HEIGHT ON STORAGE ROOM SIDE). SET IN CONT. 3 5/8' TRACK (SHOT TO SLAB WITH 'HILTI' .139 DIA. DOME HEAD POWDER DRIVEN NAILS 0 24' O.C.). TAPE & FINISH AS REQUIRED FOR NEW FINISHES. SEE 2 & 3/A1.1. NOTE- ALL TENANT SALES AREA MILLWORK FIXTURES TO BE FLOOR SUPPORTED. ATTACHMENT TO DEMISING WALL IS FOR LATERAL BRACING ONLY. DOOR HARDWARE GENERAL NOTES 1. STOREFI20NT GRILLE AND EXISTING SERVICE DOOR TO RECEIVE OWNER FURNISHED BEST 6 PIN INTERCHANGEABLE CORES. 2. BOTTOM 10' OF ALL DOORS SHALL HAVE SMOOTH UNINTERRUPTED SURFACE FOR OPENING BY WHEEL CHAIR FOOT REST. 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS, AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE. 4. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES (SCHLAGE, RHODES OR APPROVED EQUAL) OR PANIC BARS. 5. DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 30'AND 44' AFF. 6. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION WITH A LEVER FROM THE INSIDE OF THE AREA SERVED. 7. REGARDLESS OF THE OCCUPANT LOAD SERVED EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR SCHEDULE NO LOCATION SIZE DOOR TYPE HDWR SET FIRE RATING DOOR 100 STORE ENTRANCE 8'-0' x 10'-0' GRILLE A PRE -FIN. 105 BACK OF HOUSE 3'-0' x 7'-0' SLAB B PT-1 (GI 106 SERVICE DOOR 3'-0' x 7'-0' EXIST EXIST PT-1 (GI FINISH FRAME REMARKS PRE -FIN. LP FURNISHED AND LP VENDOR INSTALLED PT-1 (GLOSS) HM DOOR / HM FRAME SERVICE DOOR AND HARDWARE TO PT-1 (GLOSS) FNSI IRF THEY ARF WORKINIn PRnPFR1 Y 1. HARDWARE AT DOOR 105 TO HAVE BRIGHT BRASS FINISHES WHERE EXPOSED TO SALES FLOOR ONLY. ALL REMAINING DOOR HARDWARE TO RECEIVE US26D (OR EQUAL) FINISH. 2. TGC TO INSTALL LOCKSET WITH CONSTRUCTION CORES. 3. SUBMIT DIGITAL PDF OF HARDWARE UST AND CUT SHEET. 4. CONTRACTOR TO ORDER ALL HARDWARE IMMEDIATELY UPON APPROVAL OF HARDWARE LIST. 5. CONFORM TO REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. DOOR HARDWARE SET DESCRIPTION GROUP QUANTITY / DESCRIPTION MANUFACTURER / SPECIFICATION 1 GRILLE / MODEL V36 -MANUFACTURED BY METRO DOOR COMPANY. A. STOREFRONT GRILLE LEXAN PANELS -V36 PATTERN SHALL HAVE A COMBINATION OF LEXAN AND ALUMINUM PANELS ARRANGED TO ALLOW 100% COVERAGE OF THE CURTAIN. -BOTTOM BAR, CURTAIN SHALL BE ATTACHED TO A 2' WIDE X 3 1/2' HIGH ALUMINUM EXTRUSION. -GUIDES, 1 3/8' X 2 1/2" ALUMINUM EXTRUSIONS WITH RETAINERS FOR CONTINUOUS END LINKS. -COUNTER-BALANCE ASSEMBLY -FINISH, CURTAIN TO HAVE A CLEAR ANODIZED FINISH. -LOCKING, SHALL BE BY CENTER MOUNTED 2 POINT MORTISE TYPE CYLINDER LOCK, PROVIDING POSITIVE LOCKING INTO BOTH JAMBS SIMULTANEOUSLY FROM ONE CYLINDER ON MALL SIDE. TAMPER PROOF THUMB TURN SHALL BE LOCATED ON STORE SIDE FOR EMERGENCY EGRESS. 3 FA HINGE STANLEY #FBB168 B. SALES TO STORAGE ROOM 1 EA LOCKSET BEST 173KC-0-N-15-D-STK-605 PASSAGE LOCKSET 1 FA DOOR STOP GLYNN-JOHNSON #FS13 1 EA KICK PLATE BURNS 24'H 1 3 EA EA CLOSER SILENCERS LCNI4011 HBUMBER GLYNN JOHNSON ISR64 "PROVIDE BRIGHT BRASS FINISHES FOR HARDWARE EXPOSED TO SALES FLOOR ONLY. 20 GA, 3 5/8" MTL BRIDGING PER STUD MANUFACTURER STUDS AT 16' OC MAX RECOMMENDATIONS 5/8' TYPE 'X' GYP. BD. EXISTING CONCRETE SLAB 20 GA CHANNEL SHAPED GALV STEEL __. RUNNER WITH 1' MIN LEGS, ATTACHED TO FLOOR WITH FASTENERS Y 024' OC MAX PER U.L. JU419 WALL PARTITION D ETAI L .� SCALE: 1 1 /2' = 1'-0- 100'-28' LEASE LINE (F.V.) EXISTING STRUCTURE B.O. OF SUP TRACK DECK 20 GA, 3 5/8' MTL STUDS AT 16' STORAGEROOM SIDE OC MAX TO BE 1' LESS IN LENGTH THAN TOTAL HEIGHT OF WALL BRIDGING PER STUD MANUF. 5/8' TYPE 'X' GYP. BD. ON BOTH SIDES RECOMMENDATIONS OF METAL STUDS NOTE- USE SUP CONNECTION AT ALL LOCATIONS WHERE PARTITIONS ARE THRU TO STRUCTURE. WALL PARTITION DETAIL A 1.1 % SCALE. 1 1 /2' = 1'-0- 19•-�g24'-0' 24'-0' 24'-0' 8'-6' 29'-3�'t I '-5�' 1 EXISTING DEMISING WALL 703 SHOWN HATCHED, TYP. 4 1 A3.0 7 1 1 I ADJACENT TENANT AREA 1 7 _774 .,. ,. .... „ ..J*wm.n. .�.�.�<sir :.:. ✓�s ,.. s++*K.n-'-+.xr.'-.'...1-"'m.,.. .. ,<J��s�,, .*-+i ,. ..r ,. .;: — — J ^",y'K ... ...a 1,:.. >.'� :r..., . \. s , 1, , .. .,,. ... ,t.. , , i ,. _ b_ x 3.».. fi _ _ , x � .. ,.. «.yam > _.... € , , , . .. .. 3,! r.. ... I t. ...9 • a o y..f... Y > V.. , ,.s.tr.. r. ,.,.r . < .. ,. .... ,. _.,, ... .>... t, . 4. . x v. ... „ r...._>i.. .. .. ., .. _.. ., , ..4 ... <, r , U 5: c ss�hx.y+.../��rr�.ww . :�x'4 ., ..., ,nx, ....�. .._<... t .•ti^ .✓. ,, ,,-1 r,e ^,rasva::S � 0 4 3 NTAGE ROOM -11023'-2' 3'-0' '-2' 3'-0'3'-2' 3'-0' 3'-2' 3'-0'4:317a T" _ M a l dayy �,�I; uFPE °p I"',[0'vb a §s, tu 147 y 2co I. t, 4 CD M SEP 22 2015 5'-�� 3'-8' 3'-31 4'-10' 3�- 1 3'-8' 3'- 2'-6" 3'- r 3'-8' UILDIING DIVIS1011 7 5 STORAGE GUMMI ^ CHOCOLATE T �} ,� W O ROOM i ROOM _1 ROOM I APOTHECA I I I I o � 105 104 103 `� 100 N 1 -co r • r • r • r • r • r • r • r r r u O 3'-9�' 3 -8 3'- 4 -10 3' 34' 3 -8 3 -0 4 -10 6 -4 3 -0 8 -0 8 -0 2'-113' 5'-11't I ® I N N �' I x I 1 2 - �> o 0 � I z o � I MALL COMMON �7 00 1 I AREA 0 0 ® 7'-7r i� TRUFFLE BAR w 1 r I�® -----1 T_:Y ..,... ..3u...., ,,,, y ..., .. e as��.zr..#�a.�s�,�i..�^.�x,k .:us :.�.�,u:>�>ac „.z�,..b»w3a4,..,.,r.uv.,.�..,.t„u,<��.lx,.c `a:�c«��.�r..�.,<: .,r�:,�<s w.:..�.s�„a,�,..nu,µ.>.a,,.,..<...,�a<... :�e�><3:.•«•>�., -<;:- n � � - ... ,. ,.. >.. .... ,.. . > /, ,... .l. .. .&i�•u....___.._..._....._.•.�..ai-.k.-4uni..,b4. LJ,:e.4.�.L,+,?su.S.rnr.,&sV.,,w.:wziay.»�wYanw3e�mN�.k,#..xe>saaexu..a..cdi..>�sss..w.aG•u'a».f% 3 i S :. � ,aa-wL....>..r. .u._W.zxn.3....xvs-xL„z..a..iw .cw:.�aasa.....>z..u.:.R,a`�PcYaz:.w.s.S«.u�w+mr�uwM... +.u.%.t&:auv..w s: �v:i:s, 4,.Lk�-.�.,+.�,�•Lw.w.xa,..a[.v.,vw»weae>�a`:,#.w. xaxe..:a.. k ADJACENT TENANT AREA 1 — E rtr IwO EXISTING DEMISING WALL 1 25'-117f ir SHOWN HATCHED, TYP. 4 7 CITY OF TUKWII-A SEP 1 12015 0104cool PE�aNUT CENTER 1 FLOOR PLAN A 1.1 SCALE- 1 le = 1'-0' NORTH DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. 0 N I A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 ISTAMP 9l;A WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 , PERMIT SET 08/10/2015 ,&PLUMBING REVISIONS 09/04/2015 30MECHANICAL REVISIONS 09/04/2015 ^BUILDING REVISIONS 09/08/2015 FLOOR PLAN SHEET NUMBER Al. . 1 I w U w U) O Z I= U) X w STOREFRONT ENTRY - MOSAIC FLOOR TILE NO SCALE SALES CT-1 TILE THIN SET GROUT � I ",,i' EXISTING CONCRETE SLAB �" Of Co 0 0 0 Ir w z w FLOOR TRANSITION DETAIL SCALE: 1 1 /2" = 1'-O' FLOAT ENTRY TILE LEVEL WITH ADJACENT FLOORING THIN SET GROUT EXISTING CONCRETE SLAB FLOOR TRANSITION DETAIL SCALE. 1 1/2" = 1'-0" 7TWT3111151711"7wul SEE PLAN / ROOM FINISH SCHED. PROVIDE METAL DIVIDER, SUCH AS SCHLUTER MALL FLOORING / CT-1 TGC TO FURNISH AND INSTALL FRP WALL maLll-1 [- /ILl i % t ul ll of t i Inum nAcurn INTERIOR FINISH PLAN SCALE: 1/4" = 1'-0" INTERIOR FINISH PLAN - GENERAL NOTES A EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT TO VERIFY THE WORK AND SUBSTRATE CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. B. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN. PATCH SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE C. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCHES COVERS, OUTLETS COVERS, ETC. AND REINSTALLATION OF SAME AFTER PAINTING. D. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS TAPED AND SPACKLED SMOOTH. E. TGC WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY (BULKHEADS, REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENT. F. ALL PAINTS & WALL COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATION FOR THE PARTICULAR SURFACE G. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT SPOTS REMOVED AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT AND DEBRIS CAUSED BY WORK SHALL BE CLEAVED UP AS WORK PROGRESSES. H. RETOUCH OR REFINISH SURFACES DAMAGED 13Y SUBSEQUENT WORK AS DIRECTED BY TGC. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE TGC. 1. WIPE CLEAN ALL SURFACES WITH A DAMP CLOTH. J. BASE TO BE GLUED TIGHT TO WALL. WITH NO DELAMINATION OR BUBBLES. K. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM FIVE YEARS EXPERIENCE WORKING WITH THESE TYPES OF PRODUCTS. L PATCH ALL AREAS WHERE FLOOR IS CRACKED OR NOT LEVEL PRIOR TO FLOORING INSTALLATION. M. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY CONTROL JOINTS, EXPANSIONS JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. N. TYPICAL FLOOR COVERING TRANSITIONS ARE AT CENTERLINE OF DOOR OR AT CENTERLINE OF OPENING WHERE NO DOOR IS PRESENT. 0. ALL TIES TO BE SET FIAT, LEVEL, AND GROUT JOINTS ARE TO BE EQUAL IN DIMENSION. CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT SAMPLES FOR APPROVAL P. TGC SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, WALLS, FLOORS AND CEILINGS PRIOR TO TURNOVER. TGC SHALL TOUCH-UP ALL CORNER BEADS, WALLS, CEILINGS, AND FLOORING PRIOR TO TURNOVER AND ANY DAMAGE CAUSER BY OTHER TRADES INCLUDING MILLWORK. Q. ALL MILLWORK TO BE FURNISHED AND INSTALLED BY THE FC. COLRD. WITH SHEET 2.0. R. TENANT TO EXTEND LANDLORD FLOORING FINISHES TO NEW STOREFRONT IN ANY/ALL AREAS WHERE NEW STOREFRONT RECESSED BEHIND LEASE LINE TENANT TO REPAIR MALL FINISHES (FLOORING) TO AS -NEW CONDITION, REPLACE AS NEEDED. COORDINATE WITH ONSETE MALL FACILITIES MANAGER. ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CLNG REMARKS 100 — APOTHECARY ROOM CT-1 B-1 PT-1 TC-1 TGC TO INSTALL LP FURNISHED TILE MOSAIC AT ENTRY, TGC TO PAINT STOREFRONT PT-4 101 — TRUFFLE BAR CT-1 B-1 PT-1. 2 TC-1 TGC TO PAINT ACCENT WALL PT-2 102 — VINTAGE ROOM CT-1 B-1 PT-1 TC-1 103 — CHOCOLATE ROOM CT-1 B-1 PT-1 TC-1 104 — GUMMI ROOM CT-1 B-1 PT-1 TC-1 SEE PLAN & ELEVATIONS FOR ADDITIONAL PAINT PT-1 (BY TGC) 105 — STORAGE ROOM CONC B-2 PT-1/W-1 TC-2 W-1 WHERE SHOWN ON THE PLAN, PATCH & PAINT ALL WALLS UP TO 8'-0" FLOOR COORDINATION NOTES WALL & PAINT LEGEND 1. PRIOR TO INSTALLATION OF FLOORING, COORDINATE WORK, EXISTING FLOOR SURFACES, AND PT-1 BEN MOORE CC20: DECORATOR'S WHITE: EGG SHELL FINAL FLATNESS REQUIREMENTS WITH FC. PT-2 BEN MOORE CHALKBOARD PAINT (308): EGGSHELL 2. TILE FLOORING SHALL EXTEND FROM DEMISING WALL TO DEMISING WALL AND FROM LEASE LINE PT-3 BEN MOORE TO INTERIOR WALL BETWEEN SALES AREA / STORAGE ROOM. TO MATCH CEILING TILES: BRIGHT WHITE GLOSS 3. TILE FLOORING SHALL BE COMPLETELY INSTALLED PRIOR TO SHIPPING AND INSTALLATION OF 4 SHERWIN WILLIAMS: SEA FOAM GREEN, EXTRA WHITE MILLWORK FIXTURES. (CUSTOM COLOR INFORMATION) 4. TGC PROVIDE A CONTINUOUS BEAD OF SILICONE SEALANT BETWEEN THE FLOOR AND ALL - MULTI -SURFACE ACRYLIC DEMISING WALLS FOLLOWING INSTALLATION OF PORCELAIN TILE FLOOR (SALES SIDE ONLY). - CCC* COLORANT Oz 32 64 128 - L1 BLUE - 10 - 1 - N1 RAW UMBER - 5 - - - Y3 DEEP GOLD - 9 - - - G2 NEW GREEN - - - 1 - Y1 YELLOW - 3 - - - SW CODE B66wO0501 (ORDER 13612-102686) WALL FINISH/PAINT COORDINATION NOTES - SPRAY APPLY PAINT FINISH PT-5 GOLD PAINT FURNISHED AND INSTALLED BY FC 1. ALL PAINTING IN ROOMS 100-104 TO BE COMPLETED PRIOR TO SHIPPING AND INSTALLATION OF MILLWORK FIXTURES. COORDINATE WITH FC. 2. GWB WALL AND CEILING SURFACES TO BE SMOOTH WITH NO TEXTURE. TC-1 POWDER COATED ALUMINUM CEILING PANEL AND MOLDING. 3. PAINT APPLICATION SCHEDULE: (1) COAT PRIMER (2) COATS FINISH PAINT. (LP FURNISHED, TGC INSTALLED) 4. ALL SALES AREA WALLS SHALL BE FINISHED TO A LEVEL 4 FINISH FROM 8'-6" A.F.F. TO 6" ABOVE THE CEILING, OR WHERE EXPOSED TO VIEW U.N.O. WALLS NOT EXPOSED TO VIEW ARE TC-2 2'X2' GRID & VINYL LAY -IN TILE (USG CLIMA PLUS OR EQUAL ONLY REQUIRED TO BE LEVEL 1 FINISH. (TGC FURNISHED, TGC INSTALLED) 5. ALL WALLS IN THE STORAGE ROOM SHALL RECEIVE A LEVEL 3 FINISH UP TO 8'-0" A.F.F. 6. ALL SURFACES SCHEDULED TO RECEIVE PT-2 & PT-5 SHALL RECEIVE A LEVEL 5 FINISH FOR THE ENTIRE SURFACE AREA PLUS 12" IN ALL DIRECTIONS. W-1 FRP - MARLITE - P118 ALMOND - STORAGE ROOM; UP TO 8'-0" A.F.F. AT WET WALLS 0 0 APOTHECARY ROOM CT-1 PROVIDE A LEVEL 5 FINISH AND PAINT WALL, DOOR FRAME AND DOOR PT-1. SEE WALL FINISH/PAINT COORDINATION NOTES UA-l"L1.1• .X1L.LJ nl\Li% / Jl%jlvwL_ minim. NOTE: TGC PROVIDE A CONTINUOUS BEAD OF SILICONE SEALANT BETWEEN THE FLOOR AND ALL DEMISING WALLS FOLLOWING INSTALLATION OF PORCELAIN TILE FLOOR (SALES SIDE ONLY). IN FINISH SYMBOL LEGEND FLOORING KEY & LEGEND CT-1 CERAMIC TILE, FAUX WOOD FINISH STAGGERED PLANK PATTERN (33-1/3%) CHERRY PORCELAIN PLANK - 6" x 36" TOBACCO BROWN #52 SANDED GROUT 1/16" GROUT JOINTS MAX T-1 1" WHITE HEX TILE (FIELD). 1/8" BLACK GROUT T-2 1" BLACK HEX TILE (FIELD), 1/8" BLACK GROUT T-3 1" MINT HEX TILE (TEXT SHADOW), 1/8" BLACK GROUT CONC SEALED CONCRETE, USDA APPROVED, 2-COMPONENT WATER BASED EPDXY CONCRETE FLOOR SEALER. COLOR TO BE GRAY (OR SELECTED FROM MANUF. STANDARD COLORS) WALL BASE KEY & LEGEND B-1 BASE 6" - CHEMETAL BASE B-2 BASE 4" - CHARCOAL GRAY VINYL BASE; ROPPE #123 OR EQUAL MALL COMMON AREA TGC TO PATCH, REPAIR, PAINT NEUTRAL PIER AS REQUIRED, TYP. TGC TO FURNISH AND INSTALL 1/2" CLEAR ANODIZED ALUMINUM REVEAL AT BOTH NEUTRAL PIERS, TYP. ENTRY TILE FIELD TO BE T-1. INSTALL"SWEET SHOP" USING T-2 TILES WITH MINT T-3 SHADOW. SEE EXAMPLE OF MOSAIC THIS SHEET. FURNISHED BY LP, INSTALLED BY TGC. PROVIDE METAL TRANSITION ON BOTH SIDES OF THE HEX TILES WHERE ABUTTING EXISTING AND NEW FLOOR TILE. TGC TO PAINT (PT-2) INSIDE OF FINISHED WOOD PIER AT BOTH SIDES OF OPENING. TGC TO PAINT ENTIRE WOOD STOREFRONT PT-4 FOLLOWING INSTALLATION BY FC. TGC TO PATCH/INFILL TILE FLOORING UP TO NEW STOREFRONT GWB. CONTACT MALL OPERATIONS MANAGER FOR FLOOR MATERIAL INFORMATION. il o°a SEP 2 2 2015 C1€�` O`� .f1�@:,gvatatllla. BUILDING DNISICIN REI✓El'�,'Lh CITY OF TUKWI'L SEP 1 1 2C5 PERMIT CENTER DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 9545 STAMP EG STATE OF WASHINGTON y-f--/s WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 ,& PERMIT SET 08/10/2015 ,&PLUMBING REVISIONS 09/04/2015 3&MECHANICAL REVISIONS 09/04/2015 04 BUILDING REVISIONS 09/08/2015 INTERIOR FINISH PLAN SHEET NUMBER A1.2 REFLECTED CEILING PLAN - GENERAL NOTES REFLECTED CEILING PLAN - FLAG NOTES A ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, UNLESS OTHERWISE NOTED. 1� NEW TIN LAY —IN CEILING AND MOLDING (MATERIAL FURNISHED BY LP) INSTALLED BY TGC. TGC TO FURNISH, INSTALL AND COORDINATE PAINTING OF CEILING GRID. B. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE Of LIGHT FIXTURES TO BE PROVIDED. CROWN MOLDING AT PERIMETER OF SALES AREA. MATERIAL FURNISHED BY LP AND INSTALLED BY TGC. C. COORDINATE CEILINGS WITH MECHANICAL SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLS, AND ANY ADDITIONAL MECHANICAL 3. NEW BULKHEAD WITH PAINT, COORDINATE WITH WALL SECTIONS. EQUIPMENT. 4. CONCEALED TRACK FOR STOREFRONT GRILLE D. COORDINATE WITH MECHANICAL DRAWINGS FOR SPRINKLER SYSTEM CHANGES. ALL 5. TGC TO COORDINATE PLACEMENT OF ALL LIGHTS WITH ARCHITECT, FC, AND ELECTRICIAN HEADS TO MATCH COUNG PAINT COLOR. PRIOR TO INSTALLATION OF FIXTURES. E. SUPPORT WIRES FOR CEILING GRID, LIGHTS, AND HVAC EQUIPMENT ETC. IS NOT . TRACK LIGHTS TO BE INSTALLED 3'-0' FROM CROWN MOLDING ON MILLWORK. ALLOWED TO BE CONNECTED TO ANY OF THE LANDLORDS ELECTRICAL, PLUMBING, FIRE PROTECTION PIPING, MECHANICAL EQUIPMENT, OR ROOF DECK. • F6 FIXTURES TO BE PARALLEL AND CENTERED OVER TABLES F. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST • F7 OVER GUMMI BEAR TO BE CENTERED AND SLIGHTLY FORWARD. AND/OR STRUCTURAL MEMBERS. G. ALL SPRINKLER HEADS TO BE RECESSED AND COVERED WITH METAL ESCUTCHEON PLATES FINISHED T�OEt�u CENT SURFACE. CENTER SPRINKLER HEADS IN COORDINATION NOTES LING H. COORDINATE SEISMIC REQUIREMENTS FOR CEILING GRID WITH SPECIFICATIONS ON SHEET AO.1 AND DETAILS SHEET ON SHEET A1.4. 1. CONTRACTOR TO PAINT ALL CEILING GRID, DIFFUSERS, GRILLES, AND ACCESSORIES TO MATCH TTN CEILING TILES (BRIGHT WHITE GLOSS) AND GWB CEILING (PT-3). 2. SPRINKLER ESCUTCHEONS SHALL BE FACTORY FINISHED. PROVIDE BRIGHT WHITE GLOSS FINISH TO MATCH CEILING TILES AS CLOSE AS POSSIBLE. 3. INSTALL HOLD—DOWN CUPS AT ALL PANELS. VERIFY PROOF OF INSTALLATION DURING PUNCH UST WALK THROUGH. 0 0 0 0 SEE FINISH/PAINT COORDINATION NOTES FOR REVI'ONEYa-Oa SEP 2 2 2015 (vEii ani Ti i ka IA_iva miI a I 10! i" Vil 0 Lj :WILL DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. mm A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 r_- �1 STAMP rS"i". t ._ 9_?--fS WESTFIELD SOLITHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 t&PERMIT SET 08/10/2015 &PLUMBING REVISIONS 09/04/2015 A3 MECHANICAL REVISIONS 09/04/2015 &BUILDING REVISIONS 09/08/2015 REFLECTED CEILING PLAN SHEET NUMBER A1.3 EXISTING DEMISING WALL COMPRISES GWB OF .METAL STUDS AND 5/8' ;! 1-1/2" X 1-1/2" 16 GA. BENT METAL WITH SELF TAPPING TEX SCREWS. RUN BENT METAL MINIMUM 1 STUD BEYOND EITHER SIDE OF CABINET. SECURE ALL SCREWS INTO WALLS STUDS. 3/4' MDF MILLWORK SECUREMENT DETAIL AT TOP OF MILLWORK j / ... EXISTING DEMISING WALL COMPRISES OF METAL STUDS AND 5/8' GWB ' 3/4' MDF MILLWORK j %j PORCELAIN TILE j EXISTING CONC FLOOR MEMO 1-1/2' X 1-1/2" 16 GA. BENT METAL PROVIDE SELF TAPPING TEX SCREWS AT DEMISING WALL PROVIDE 3' TAPCON SCREWS INTO CONCRETE AT 4' O.C. SECUREMENT DETAIL AT BASE OF MILLWORK CASEWORK ANCHORING DETAILS SCALE: 1-1/2' = 1'-0' i I i { I 1' I I I o> 1 I IN I I 1 / I I . M DRAIN PAN, SEE PLUMBING PLAN. 22 GA. TRACK W/ NO. 6 PAN HEAD SHEET METAL SCREW ® 6' O.C. TO TOP TRACK 18 GA TOP TRACK 1 /2' GYP. BD. W/ #6 x 1 1 /4' SCREWS 0 8 1/2' O.C. REF. FINISH PLAN FINISHES, TYP. WATER HEATER PLATFORM (ABOVE MOP SINK 3/4' x 24 GA PERFORATED STL PLUMBERS TAPE ENCIRCLING TANK FROM FRONT TO BACK (E) STEEL STUDS NOTE: 1. SECURE PLYWD. TO FRAMING W/ 18 SCREWS 06' O.C. EDGES AND FIELD. 2. STRAPPING SHALL BE 0 POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF WATER HEATER'S VERTICAL DIMENSION. A MIN. 4' CLEARANCE SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. 1 18 GA MTL BLKG. — CUT FLANGE, SKEW do EXTEND WEB ALONG MIL JOISTS. ATTACH W/ (2) 110 SCREWS TYP. 110-16 SCREW TYP. 3/4' CDX T&G PLYWD W/ 8 " TEKS' SCREWS ® 6' O.C. ® EDGES do 12' O.C. @ FIELD 160ODS22 JSTS. ® 12'O.C. MIN. 400 SFS 18 STUDS 12' O.C. 18 GIL RUNNER TRACK W/ POWDER DRIVEN FASTENERS 0 12' O.C. TO (E) SLAB, IV. NO. 6 PAN HEAD SHEET METAL SCREW, TYP. TO TOP do BOTTOM TRACK 12 GA. VERTICAL HANGER WIRE AT 4'-0' EACH WAY (4' O.C. AT MAIN RUNNER) WITH MIN 3 TIGHT TURNS IN 3' BOTH ENDS, TYP. AIN E. CROSSL- SUSPENDED CEILING SYSTEM DETAIL NOT TO SCALE Tu❑, .a ELEVATION EMT TIGHT TO STRUCTURE ABOVE. SEE SCHEDULE 12 GA. VERT. HANGER WIRE TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE. DRILL 5/32' HOLE AND INSTALL 1/8' BOLT AND LOCKING NUT. INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4' IN FULLY EXTENDED POSITION 12 GA. BRACING WIRE WITH MIN 4 TIGHT TURNS IN 1-1/2' BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS, TYP. SPLAY IN 4 DIRECTIONS 90' APART. SLOT END OF TUBE TO FIT OVER MAIN RUNNER c NOTES: 1. SUSPENDED CEILINGS SHALL BE DESIGNED TO MEET THE SEISMIC FORCE REQUIREMENTS OF ASCE 7-10 SECTION 13.5.6 AND SHALL BE INSTALLED WITH THE REQUIREMENTS LISTED IN SPECIFICATION 09511 OR INSTALLED PER AN ACCEPTED STANDARD. 2. CEILING GRID, WIRES, STRUTS, CEILING TILE CLIPS, ETC. TO BE FURNISHED AND INSTALLED BY TGC. TIN CEILING TILES TO BE FURNISHED BY LP AND INSTALLED BY TGC. 3. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED PER SPECIFICATION 09511. 4. PROVIDE 2' LONG HORIZONTAL LEG @ PERIMETER WALLS FOR SUSPENDED CEILING AND 3/4' GAP AT END TILES ELECTRICAL METALLIC TUBING (EWO ONLY* SIZE (DIAMETER) L (MAX. HEIGHT) 1/2' 4'-0' 3/4' 5'-2' 1' 6'-6- 1 1/4' 8'-6' 1 1/2' 9'-10" 2' 12'-0' * NOTE: STRUTS OTHER THAN EMT. MAY REQUIRE ENGINEERING CALCULATIONS. NOTE: TIE TWO ADJACENT WALL TO CEILING MAIN AND CROSS RUNNERS SUSPENDED CEILING SYSTEM PLAN AND ELEVATION NOT TO SCALE 3/4' MIN. CLEAR CROSS RUNNER OR MAIN RUNNER 3/4' 8' CODE SEP 2 2 2015 f �IE% pp �.r pe �.�.;� �fi 0 4�Y'n��ID add . UILDIN20,p.?I'� le 9d�,.`'a:` RECEI u ED CITY OF TUKWI?„A SEP 1 1 2015 PER%<iIT CENTSP © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE, PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. Jfl'II, A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 STAMP n545 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 Qi PERMIT SET 08/10/2015 &PLUMBING REVISIONS 09/04/2015 &MECHANICAL REVISIONS 09/04/2015 &BUILDING REVISIONS 09/08/2015 DETAILS SHEET NUMBER AlA A 1 4 I SCALE: 1-1 /2' =- ,'-0' ENVIRONMENTAL HEALTH NOTES A BROOMS, DUSTPANS ARE STORED IN BACK STORAGE / STOCK ROOM ABOVE MOP SINK, MOP BUCKETS ARE STORED IN THE MOP SINK WHEN NOT IN USE B. ALL FOOD COMES FROM AN INSPECTED AND APPROVED SOURCE. C. NO POTENTIALLY HAZARDOUS FOOD WILL BE SERVED. D. ALL FOOD AND CANDY PRODUCTS SOLD ARE FACTORY PREPARED AND WRAPPED OFF —SITE. E. NO FOOD OR CANDY PRODUCT IS PRODUCED / PROCESSED ON —SITE F. NO FOOD WILL BE MIXED, ASSEMBLED OR DECORATED ON —SITE G. BULK PRODUCT STORAGE IN STORAGE ROOM CONSISTS OF FACTORY SEALED PRODUCTS. NO OPEN PRODUCT / PARTED OUT PRODUCT IS STORED IN THE STORAGE ROOM. H. SOME PRODUCTS ARE UNPACKAGED AND STORED / SOLD FROM ACRYLIC BINS ON THE SALES FLOOR. THE BINS CONTAIN AN ATTACHED HINGED LID AND A SCOOP HOLDER INSIDE THE BIN. THE SCOOP IS NOT ATTACHED TO THE BIN. I. THE BINS, SCOOPS, AND OTHER UTENSILS ARE WASHED IN A 3—COMPARTMENT SINK. J. ALL SURFACES WHERE FOOD PRODUCT IS LOCATED ARE TO BE SMOOTH AND EASILY CLEANABLE. EXISTING DEMISING WALL SHOWN HATCHED, 1W. — w� w0 coo z af 0 ~U X w I E-7 E-9 E-10 E-17 E-11 E-12 E-13 E-14 E-15 E-16 E-18 19, FIXTURE SCHEDULE CODE QTY DESCRIPTION F-1 1 MANAGERS DESK & WALL SHELF F-2 7 49" WIDE FIXTURE WITH SHELVES AND LOWER DOORS F-3 1 24" WIDE FIXTURE WITH WOOD SHELVES _ F-4 2 POINT OF SALE (POS) COUNTER F-5 6 END COLUMN WITH GLASS SHELVES F-6 1 WORK / SERVICE COUNTER WITH BASE CABINETS F 7 1 LOW POP WALL F-8 1 3—BIN FIXTURE F 9 21 4—BIN FIXTURE F-10 4 5—BIN FIXTURE F-11 1 GUMMI BASE WITH BINS — 58" WIDE F-12 7 CONSOLE TABLE — 36" X 58' F-13 1 CONSOLE TABLE — 30" X 30' F-14 2 BASE CABINET UNDER FRONT WINDOW F-15 3 CONSOLE TABLE — 36" ROUND F-16 1 BASE CABINET WITH IMPULSE SHELF f EQUIPMENT SCHEDULE CODE QTY DESCRIPTION MANUFACTURER MODEL # REMARKS E-1 2 TRUFFLE DISPLAY CASE ALTERNATIVE AIR AACCA-96—R SELF CONTAINED UNIT; FURNISHED BY LP AND INSTAL I M BY FC E-2 2 BEVERAGE CENTER (1.7 CU.FT.) KENMORE 99283 FURNISHED AND INSTALLED BY LP E-3 2 SODA COOLER TURBO AIR TOM-50B SELF CONTAINED UNIT; FURNISHED 13Y LP AND INSTALLED BY FC E-4 1 HAND SINK SEE PLUMBING SHY. — _ TGC TO PROVIDE_ CLEAR ACRYLIC SPLASH GUARD WITH SMALL BLACK SCREWS. E-5 1 FAUCET SEE PLUMBING SHT. — SPLASH GUARD SHALL BE 12" TALL x WIDTH OF SINK +6'. E-6 1 PAPER TOWEL HOLDER ULINE (OR EQUAL) H2269 TGC TO FURNISH AND INSTALL ON INSIDE FACE OF CABINET DOOR E-7 1 BUZZER SEE ELECTRICAL SHT. — — E-8 2 DOOR BELL SEE ELECTRICAL SHT. — — E-9 1 MOP SINK AND FAUCET SEE PLUMBING SHT. — — E-10 1 MOP / BROOM HOLDER ULINE (OR EQUAL) H2840 — E-11 1 3 COMPARTMENT SINK AND FAUCET SEE PLUMBING SHT. — MAX VINYL BIN SIZE IS 8" WIDE x 12" DEEP x 12" TALL E-12 1 FLOOR SINK SEE PLUMBING SHT. — — E-13 1 WELL ORGANIZER SHELVES AMCO IIJAC1248CP 2—SHELF DRYING RACK E-14 1 MANUAL SOAP DISPENSER ECO LAB SYSTEMS NEXA — E-15 1 PAPER TOWEL DISPENSER ULINE (OR EQUAL) H2275 — E-16 1 HAND SINK SEE PLUMBING SHT. E-17 1 _ WATER HEATER SEE PLUMBING SHT. — — — E-18 1 UPRIGHT FREEZER (16.6 CU.FT.) KENMORE 22742 FURNISHED AND INSTALLED BY L.&P E-19 1 MEDIA CABINET VIDEO MOUNT PROD. ERWEN-12E SEE ELECTRICAL SHT. E-20 1 LOCKER 6—TIER) ULINE (OR EQUAL) H-1845 TGC TO BOLT TO FLOOR E-21 1 WALL MOUNTED COAT RACK — — PROVIDE 48" WIDE HANGING BAR AND SHELF SIM TO ULINE H2515 E-22 5 STORAGE.RACK METRO 2448NK3 SUPER ERECTA SHELF, FURNISHED AND INSTALLED BY LP E-23 1 FLOOR SAFE SENTRY FIRE SAFE — FURNISHED BY LP, TGC TO BOLT TO FLOOR E-24 1 TIMECLOCK SEE ELECTRICAL SHT. E-25 1 STOREFRONT GRILLE METRO DOOR V36 LEXAN FURNISHED AND INSTALLED BY LP / ' LP . VENDOR, TGC TO COORDINATE WITH FRAMING. E-26 2 FIRE EXTINGUISHER — — PROVIDE WALL MOUNTED EXTINGUISHER AT STORAGE ROOM, PROVIDE EXTINGUISHER AT POS. 1 I 1 I 1 I 1 ( i I I 1 ADJACENT TENANT AREA h £ U 1 Y S.rwn � '"•'ii"' H ,.. .:- .. i .: �N F .r r x. ,.. 3. « -, ..,, a a, >Z. ., ,.. „o ., �.. .:, a,�... ,::.,. ..,.., �;, a. €f.? ��:,,r, ,,,1, x..�.., w �Ky'. ., ar. _*•;d'ss ---- E-22 E-22 E-22 F-2 F-2 F-2 F-2 F-2 F-2 E-23 F-1 E-8 STORAGE ROOM 105 E-26 E-24 F-9 F-9 F 10 F-9 ii •' ROOM 10 F-9 F-10 F-10 EXISTING DEMISING WALL SHOWN HATCHED, TYP. F-5 F-5 F--9 F-9 IF-9 I IF-9 I F-9 F-9 u I F-9 l ( F-9 1 F-9 VINTAGE ROOM F_9 102 F-5 F-5 0 0 F-13 F-15 F-15 !E—j4 E-2 TRUFFLE BAR 101 F-6 I II I ADJACENT TENANT AREA ll i e� r1 f5 �l AC MALL COMMON AREA i - OMIT COUNTERTOP/ SHELVING TO ACCOMMODATE TURNING RADIUS. © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 STAMP 9545 REGISTERED STATE OF INASMiNGTON WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/201.5, t&PERMIT SET 08/10/20.,f5 ,&PLUMBING REVISIONS 09/04/2015 30MECHANICAL REVISIONS 09/04/2015 ABUILDING REVISIONS 09/08/2015 EQUIPMENT AND FIXTURE PLAN SHEET NUMBER A2.0 DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED STOREFRONT NOTES: CHECKED: 09/08/2015 1. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT CANNOT BE SUSPENDED FROM MALL BULKHEAD. 2. ONCE THE BARRICADE IS REMOVED, TGC TO PATCH AND PAINT BOTH SIDES OF NEUTRAL PIERS, COORDINATE WITH MALL OPERATIONS TO GET THE PAINT COLOR. 3. WOOD CLAD PIERS FURNISHED AND INSTALLED BY FC. TGC TO 1 2 PREP AND PAINT ALL STOREFRONT MILLWORK PT-4, TYP. K F_j ILLUMINATED STORE SIGN, SEE STOREFRONT NOTE 4 ON A322 4. SUBMIT SIGN SHOP DRAWINGS UNDER SEPARATE SUBMISSION CROWN MOLDING FURNISHED THIS SHEET AND REFERENCE ELEVATIONS ON SHEET All FOR REVIEW, APPROVAL, AND PERMITTING. ENGINEERS -ARCHITECTS AND INSTALLED BY FC FORENSIC EXPERTS -- --- - - - :. 1501 J. F. KENNEDY DR. BELLEVUE, NEBRASKA 68005 PHONE: (402)-291-1444 IL WEB SITE: www.kpe-inc.com WOOD CLAD BULKHEAD NEUTRAL PIER, TGC TO PATCH. REPAIR, AND PAINT. RETURN MALL BASE INTO POCKET. 3 A3A VINYL GRAPHIC, FURNISHED AND INSTALLED BY LP — CHEMETAL BASE, FURNISHED AND INSTALLED BY FC PURVEYORS of SWEETNESS • TUKWILA. WA - rwof&AND01% WALL MOUNTED SCONCE LIGHT WITH 12-0 GLOBE, SEE E _EC. PAINTED WOOD CLAD PIER, TGC TO PREP AND PAINT ALL STOREFRONT MILLWORK PT-4, TYP. 8'-0' OPENING C'TnD=DnKIT E-IEIIC'UE-n CI n/ATInKI SCALE: 1 /2- = 1--0- - — — -- — — — — — — - - LEASE LINE 3 STOREFRONT — ENLARGED PLAN A3. o J SCALE: 1 /2" = l'-0' Q ALL NEW FRAMING MATERIALS SHALL BE NON-COMBUSTIBLE MATERIAL ANY WOOD INSTALLED IN FRAMING FOR BACKING OR WOOD FINISHES SHALL BE FIRE -RETARDANT -TREATED WOOD COMPLYING WITH IBC SECTION 2303.2. 24'-0' LEASE LINE (F. TGC TO FURNISH AND INSTALL 1/2- CLEAR ANODIZED ALUMINUM REVEAL AT BOTH NEUTRAL PIERS, TYP. 611 to] 'Li a a Nol Z I��. ZI�TII:: 3-5/8- METAL STUD WITH 5/8- GWB WALL 3-5/8' METAL STUD WITH 5/8- GWB PIER EXIST. NEUTRAL PIER 3-5/8' METAL STUD WITH 5/8- GWB WALL STOREFRONT — FRAMING ELEVATION SCALE: 1 /2' = 1'-O' © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-6144434 FAX: 402-614-4431 t?r.,RF I—O-- e5 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL ' TENANT REVIEW 07/29/2015 BID SET 08/06/2015 Ai PERMIT SET 08/10/2015 2 2 2015 2&PLUMBING REVISIONS 09/04/2015 3&MECHANICAL REVISIONS 09/04/2015 9 04 BUILDING REVISIONS 09/08/2015 •e G DIVIS"IC,*I h STOREFRONT ELEVATIONS & DETAILS RECI~I_E�;� CITY OF T O WI?.A SHEET NUMBER SEP 1 ".i 4205 A 3 Ei lIc117 C,eEiV a Er.3 so ALL MDF AND WOOD TRIM TO BE INSTALLED IN FIELD BY THE FIXTURE CONTRACTOR. TGC SHALL PREP AND PAINT ALL STOREFRONT MILLWORK WHEN COMPLETE. TGC TO FURR OUT WALL AS REQUIRED. I EXIST DEMISING WALL 3 5/8' 20 GA. METAL STUDS @ I 16' O.C. WITH 5/8' GWB TYPE X (BY TGC). LEVEL 1 FINISH WHERE COVERED BY MILLWORK, LEVEL 4 FINISH WHERE EXPOSED AT THE SALES SIDE BULKHEAD. TYP. 1'-74't m a-6r '-3' -I oI 1 Hl I r - fl 1 -' I TGC TO FURNISH AND INSTALL 1/2- CLEAR ANODIZED ALUMINUM REVEAL TGC TO PATCH. REPAIR, AND PAINT NEUTRAL RETURN ' I ` �3kF fi ' ., . -------------------------------- ---------- - - - - - - - - -------- - ------ MALL BASE INTO POCKET. N TENANT LEASE LINE 7il 1 •-3. DASHED LINES INDICATE FRAMING AND DRYWALL ABOVE AND BELOW WINDOW (BY TGC) 1'-6' ENLARGED PLAN DETAIL SCALE: 1 1/2' = l'-0' ENLARGED PLAN DETAIL SCALE- 1 1/2" = l'-0' LEFT WINDOW GRAPHICS WINDOW AND GLAZING BY `- BUILT-UP BOX COLUMN WITH 16GA FIXTURE CONTRACTOR STUDS / TRACK AND 10-16 TEK SCREWS AT 12'O.C., TYP. TGC TO PATCH/INFILL TILE FLOORING UP TO NEW STOREFRONT GWB. CONTACT MALL OPERATIONS MANAGER FOR FLOOR MATERIAL INFORMATION. 0 4'-44' LL NEW FRAMING MATERIALS SHAM BE NON-COMBUSTIBLE MATERIAL NY WOOD INSTALLED IN FRAMING FOR BACKING OR WOOD FINISHES SHALL E FIRE -RETARDANT -TREATED WOOD COMPLYING WITH IBC SECTION 2303.2. OVERHEAD ROLLING GRILLE AND TUBE STEEL STEEL SUPPORT. LP FURNISHED AND LP VENDOR INSTALLED. HEX TILE MOSAIC AT ENTRY FURNISHED BY LP AND INSTALLED BY TGC TO EXTENE THE ENTIRE WIDTH AND DEPTI OF THE ENTRY PIERS. m ILLUMINATED SIGN ELEVATION (FOR REFERENCE ONLY' SCALE: 1-1/2' = 1'-0' I :DPPOLISHED BRASS ALLOY #280 NOTE. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED SEPARATELY BY SIGN SUPPLIER. THESE ELEVATIONS AND DETAILS ARE FOR REFERENCE ONLY. BACKLIT CHANNEL LETTER/LED ILLUM./INTERIOR INSTALL/PIN MOUNTED U FACE MATERIAL: ALUM.1/8" COLOR: BRASS ALLOY 280 FINISH: POLISHED © RETURNS DEPTH: 1 1/2" MATERIAL: ALUM..060 COLOR: BRASS ALLOY 280 FINISH: POLISHED D WIRING 7/8" DIA. HOLE @ LEXAN W/ PAIGE WALL BUSTER CONNECTOR & CONDUIT, WRAP EXPOSED CONDUIT W/ VINYL FINISHED TO MATCH FASCIA I-D: DISCONNECT SWITCH I-F: TO ELECTRICAL FEED -S: U.L. APPROVED LOW VOLTAGE CLASS II WIRING I-L: ONE (1) UL LABEL REQUIRED PER LETTER. (PLACE UL LABELS AT THE T&B TO BE VISIBLE) O BACKS O POWER SUPPLY MATERIAL: 3/16" CLEAR LEXAN w/ DIFFUSER VINYL TYPE: REMOTE LED POWER SUPPLY HOUSE IN FRONT OE INSIDE OF CAN ACCESS WEATHER-PROOF LED POWER SUPPLY BOX. FINISH: PAINTED WHITE VOLTAGE: 120V QF ILLUMINATION: OM MOUNTING SEE MOUNTING NOTE. TYPE: 3500 WARM WHITE HIGH OUTPUT LEDS @ LEXAN, SHINES INTO LETTER. , M-1: DRILL & TAP LEXAN FOR 10/24 ALL THREAD. M-2: 1 2" SPACER SPACER FINISH TO MATCH LETTERS M-3: 10/24 BOLT & NUT M-4: 1/2" x 1/2" ALUM. ANGLE WELDS TO RETURNS jl K�0D C3._.t�fgF �n� jai !C_E 1 RECE11- Ei CITY OF I�r.t SEP 2 2 2015 � NI .E. T SEP 1 1 ri__ VINYL GRAPHIC AT STOREFRONT FOR REFERENCE ONLY 5 ILLUMINATED SIGN MOUNTING DETAIL FOR REFERENCE ONLY CelyaIId��r�l�-�j SCALE. 1-1 /2 = 1 -0 A3.1 NO SCALE � 'j g I f r a r t,a�11�991"i�4+.-'� �.�S�fi�3� � @ 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. t--1'! 1 N A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 ISTAMP nAAF 9-0-6 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 ,&PERMIT SET 08/10/2015 &PLUMBING REVISIONS 09/04/2015 OMECHANICAL REVISIONS 09/04/2015 ,&BUILDING REVISIONS 09/08/2015 STOREFRONT SECTIONS & SIGNAGE SHEET NUMBER A3. 1 1SECTION THROUGH ENTRANCE SCALE: 3/4' = 1'-0' 1 I STOREFRONT REFRO _ SAVE AND PROTECT / . _� / / ._, __ __ ,,:_ _/�� n I /,-;AEL : 15'-6'f EXISTING MALL BULKHEAD TO REMAIN. T.O. STOREFRONT EL OVERHEAD ROLLING GRILLE TIN LAY -IN CEILING EL = 11'-0' —� 1 i' • y11 � i 1 3 A3.2 WOOD CLAD PIER SAVE AND PROTECT EXISTING MALL BULKHEAD TO REMAIN. BRACE FRAMING TO STRUCTURE AS REQUIRED. TIN LAY —IN CEILING 1 •1 iil •! �• 1 1 STOREFRONT WINDOW, FURNISHED AND INSTALLED 13Y FC. TGC TO PREP AND PAINT. FINISH FLOOR EL 4T22 11I 11 iII"'II 1�1 jjln� > » uwJim . �1 TIN CEILING TILE AND MOLDING. FURNISHED BY LP AND INSTALLED BY TGC PT -I (BY TGC) HEAVY DUTY BOTTOM BAR WITH 4-1/2' WIDE PLATE ALUMINUM GUIDE AT PIER A PT-4 (BY TGC) PROVIDE CORNER BEAD AT ALL BULKHEAD CORNERS 3 SECTION THROUGH ENTRANCE A3.2 J SCALE- 1-1/2' = "0" ALL NEW FRAMING MATERIALS SHALL BE NON-COMBUSTIBLE MATERIAL ANY WOOD INSTALLED IN FRAMING FOR BACKING OR WOOD FINISHES SHALL BE FIRE -RETARDANT -TREATED WOOD COMPLYING WITH IBC SECTION 2303.2. CROWN MOLDING FURNISHED AND INSTALLED BY FC. TGC TO PREP AND PAINT ALL STOREFRONT MILLWORK FOLLOWING INSTALLATION. ' 3 5/8' 20 GA. METAL STUDS ® 16' O.C. WITH 5/8' GWB TYPE X (BY TGC), NO FINISH IS REQUIRED WHERE COVERED BY MILLWORK. PROVIDE LEVEL 4 FINISH WHERE EXPOSED TO SALES FLOOR. BRACE FRAMING TO STRUCTURE. ILLUMINATED STORE SIGN — TIN —LAY —IN _CEILING = — ' EL. 11'-0' BOX BEAM, 6' 16 GA. METAL STUDS, TYP. T.O. PIER / B.O. BULKHEAD EL = 10'-0' WOOD CLAD PIER / MOLDING B.O. SCONCE LIGHT EL = 8'-0' SCONCE LIGHT **NOTE: ALL MDF AND TRIM TO BE FURNISHED AND INSTALLED ON SITE BY THE FIXTURE CONTRACTOR. TGC SHALL PREP AND PAINT ALL STOREFRONT MILLWORK. STUDS AND DRYWALL MUST BE COMPLETE BEFORE MILLWORK INSTALLATION BEGINS. COORDINATE WITH FC. LI_s'lNYS[ll?lo 4A )I SECTION THROUGH WINDOW 3.2 % SCALE: 1-1/2' = 1'-0" / 4B *\ SECTION THROUGH WINDOW SCALE: 1-1/2- = 1 "-0- s **SEE 3/A3.1 FOR TYPICAL NOTES. TIN LAY -IN _CEILING - RECESSED CAN LIGHT, COORDINATE WITH ELECTRICAL BOX BEAM, 6" 16 GA METAL STUDS T.O. PIER / B.O. BULKHEAD —fV_ WOOD CLAD PIER MOLDING BEYOND STOREFRONT WINDOW, FURNISHED AND INSTALLED BY FC. _NW LEASE LINE .0. GWB WALL - L 5/8' 20 GA. METAL STUDS 16' O.C. WITH 5/8' GWB 'PE X (BY TGC), FINISH FLOOR _ EL = 0'-0' R.EVlE-_-V"8fE:_D s f C 0 D E 00 il`i[:IL! NICE ?i SEP 2 2 2015 cliv aa I L9��o�.�,°flz� �� UI�,..D"PI R 3 IRECEI 'VED CITY OF TUrm?.C: SEP 11 , r2_N SECTION THROUGH WINDOW PERPA.'T CENT;_:c.4 A3.2 SCALE: 3/4' = 1'-0' DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 © 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 Pf;45 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 &PERMIT SET 08/10/2015 &PLUMBING REVISIONS 09/04/2015 ,&MECHANICAL REVISIONS 09/04/2015 &BUILDING REVISIONS 09/08/2015 STOREFRONT SECTIONS SHEET NUMBER A3.2 DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 ENTRY PIER. PROVIDE A LEVEL 5 FINISH AND PAINT (PT-2) INSIDE OF PIER ON BOTH SIDES OF OPENING. PREP WALL BEHIND TRUFFLE BAR TO A LEVEL 5 FINISH. PREP FROM FRONT OF STORE TO 12' BEYOND EDGE OF CROWN MOLDING FURNISHED MILLWORK UP TO 9'-6'. TGC TO PAINT PT-2. LEVEL 4 KPE TIN LAY —IN CEILING AND INSTALLED BY FC FINISH TO OCCUR ABOVE 9'-0'. EL = 11 —0 TIN LAY IN CEILING ENGINEER - AR CHITECTS B.O. BULKHEAD a- = 11 -° FORENSIC EXPERTS EL 10'-0' - I — T.O. CASEWORK _ _ 1 J. F. KENNEDY DR T.O. CROWN_MOLDNG— EC= 9 —0 BELLEVUE, NEBRASKA 68005 PHONE: (402)-291-1444 EL = 9'-0' WEB SITE: www.kpe-inc.com .. I © 2015 A&E NATIONAL, INC. T ESE PLANS ARE COPY I................................... ....................................................... RIGHTED AND ARE SPECIFICALLY PROVIDED FOR �I USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION 1110H" BY A & E NATIONAL, INC. AND FINISH FLOOR ARE INTENDED FOR NO OTHER TRUFFLE BAR VINTAGE ROOM CHOCOLATE ROOM GUMMI ROOM FI- _ 0'-0' - PURPOSE. PERMISSION FOR POS FIXTURE USE OF THIS DOCUMENT IN WITHOUT TRUFFLE DISPLAY CASE PROVIDE CLEAR ACRYLIC SPLASH GUARD WITHL SODA COOLER, FC TO WRITTEN CONSENT PART OR WHOLE WITIT A & E SMALL BLACK SCREWS IN EACH CORNER. PROVIDE MILLWORK TO NATIONAL, INC. IS PROHIBITED. SPLASH GUARD BE 12' x WIDTH OF SINK +6'. ENCLOSE / COVER UNIT. 1A EAST ELEVATION t4l A4.0 SCALE: 1 /4' = 1'-0' A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET TGC TO PROVIDE A LEVEL 5 FINISH ELKHORN, NE 68022 PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO TIN MOLDING, COORDINATE WITH ON BACK WALL BELOW 9'-0' AND PH:402-614-4434 MAINTAIN EXISTING FIRE RATING (AS REQUIRED) PREP WALLS TO REFLECTED CEILING PLAN PAINT WALL, DOOR, FRAME, AND FAX:402-614-4431 A LEVEL 4 FINISH AND PAINT FROM 8'-6' A.F.F. TO 6' ABOVE MOLDING. PAINT PT-1. FC TO PROVIDE FRAME AT BACK THE LAY -IN CEILING TILES, TYP. U.N.O. TIN LAY -IN CEILING EL = 11'-O' WALL AND PAINT PT-5. TIN LAY -IN CEILING _........................_......._...__.._...._._... _............._..__..... ............. ............_._.........._._...- --._...._._._......................_....... - ....................._......._.........._..........__.._...._...._._._._.._.._..__.......__........ - ._...._.... - - - -- - _ _ B.O. BULKHEAD _ = 1 0 �I EL = 10'-0' ! — T.O. CASEWORK _ EL = 9'-0' 71 I TGC TO PROVIDE A LEVEL 5 FINISH AND PAINT CA B.O. BULKHEADS. 1 ENTRY PIER. TGC TO PREP AND PAINT PT-2 INSIDE OF PIER ON BOTH SIDES OF OPENING. ■ Lu uj [1lH,HUuiu CA Lam ulul I ul 1=11 ? _ _FINISH FLOOR _ _FINISH FLOOR GUMMI ROOM CHOCOLATE ROOM VINTAGE ROOM APOTHECARY ROOM DISPLAY FIXTURES BY EL - 0'-0. - GUMMI ROOM EL = 0'-0' - . FIXTURE CONTRACTOR, TYP. cc CHEMEFAL BASE AT DISPLAY FIXTURE BY FIXTURE CONTRACTOR, TYP. s uj 1 B WEST ELEVATION 2 SOUTH ELEVATION A4.0 SCALE. 1/4' = 1'-0' M.0 SCALE: 1/4. = 1'-0- STAMP 8545 ,— :.-� r! _ � _ _ -- r-----I • ..:sY '.GIITII_' uTLt3 L__-J i Sli1 :OFWASWNG�01 I! i mI WESTFIELD I = i SOUTHCENTER 2800 SOUTHCENTER MALL, -' 2'-7' I I SPACE 652 2'-�' I 1 1•_ - TUKWILA, WA 98188 I I SUBMITTAL 5 TENANT REVIEW 07/29/2015 D S- , a BID SET 08/06/2015 CODF j I----� a6 `' $ a 2QPLUMBING REVISIONS 09/04/2015 je ., r 1 PERMIT SET 08/10/2015 I I - L--J '' (-----J I-----� �T �� 2 2 13 03 MECHANICAL REVISIONS 09/04/2015 , � - _ 2'- ' 3'- }J 04 � BUILDING REVISIONS 09/08/2015 4'-1' 1 -2 2 -8 1 -2 3 8 1' 10 1 8: 3o9 r".:; I�pYl l�.,✓8�i,r<e.;31 � d 2,�fl.r^n� {I FRONT ELEVATION SIDE ELEVATION FRONT ELEVAIM SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION SIDE ELEVATION na,,.�N � . INTERIOR FIXTURE TYPE F-2 FIXTURE TYPE F-3 FIXTURE TYPE F-4 FIXTURE TYPE F-5 FIXTURE TYPE F-8 FIXTURE TYPE F-9 FIXTURE TYPE F-10 FIXTURE TYPE ELEVATIONS F-8, F-9, F-10 RECE`yE�A CITY OF T UKWIj_tu SHEET NUMBER 3 CASEWORK ELEVATIONS FOR REFERENCE ONLY SEP 11 Z5 -: � . A4.0 �_oSCALE-1/2' = 1'-0' Pt<<��T EN _I DATE: 08/10/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 08/10/2015 GENERAL DIVISION 15 NOTES PRE -BID IN UCTIONS: 1. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND CAREFULLY EXAMINE THE EXISTING CONDITIONS. CONTRACTOR SHALL NOT BE ALLOWED EXTRA COST DUE TO FAILURE TO VISIT SITE OR TO INQUIRE WITH OWNER AND DESIGN PROFESSIONALS AS TO CLARIFICATIONS OF DISCREPANCIES AND UNKNOWNS. 2. CONTRACTOR SHALL REVIEW ENTIRE SET OF DRAWINGS AND SPECIFICATIONS TO DETERMINE THE SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL AND ELECTRICAL DRAWINGS. EXTRA COST SHALL NOT BE ALLOWED DUE TO FAILURE TO REVIEW ENTIRE SET OF DRAWINGS AND SPECIFICATIONS. 3. DATA PRESENTED ON THE DRAWINGS ARE AS ACCURATE AS PRELIMINARY SURVEYS AND PLANNING CAN DETERMINE, BUT ACCURACY IS NOT GUARANTEED AND FIELD VERIFICATION OF ALL DIMENSIONS IS DIRECTED. SPECIFICATIONS, DISTANCES AND LEVELS WILL BE GOVERNED BY ACTUAL FIELD CONDITIONS. REVIEW ARCHITECTURAL AND ELECTRICAL PLANS AND ADJUST WORK TO CONFORM TO ALL CONDITIONS SHOWN THEREON. ACTUAL QUANTITY AND LOCATION OF DEVICES MAY VARY BASED ON CONDITIONS ENCOUNTERED DURING ORIGINAL CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR REUSING EXISTING DEVICES. UNUSED EXISTING DEVICES, ASSOCIATED WIRING, CONDUIT AND FITTINGS SHALL BE REMOVED. 4. CONTRACTOR SHALL REFERENCE SPECIFICATIONS FOR CONSTRUCTION MATERIALS AND INSTALLATION PROCEDURES. THE SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT / ENGINEER FOR RESOLUTION. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW MATERIALS FOR COMPLETE INSTALLATION. PROVIDE COMPLETE COMPUAHL AND OPERATIONAL STEMS: 1. DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO COMPLEMENT EACH OTHER. PROVIDE ITEMS SHOWN ON ONE AND NOT THE OTHER AS THOUGH SHOWN AND CALLED OUT IN BOTH. IF AN APPARENT CONFLICT EXISTS WITHIN THE CONSTRUCTION DOCUMENTS, PRESUME TO PROVIDE THE MORE COSTLY CHOICE, AND REQUEST CLARIFICATION FROM ARCHITECT / ENGINEER IN WRITING. 2. PROVIDE, LABOR, MATERIALS, EQUIPMENT, FEES, AND PERMITS NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. 3. CONSTRUCTION DOCUMENTS PRESENT THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. COMPLETE DETAIL IS NOT PRESENTED. DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THEIR SMALL SCALE, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION. PROVIDE SYSTEMS COMPLETE AND OPERATIONAL AND IN COMPLIANCE WITH DESIGN INTENT. OBTAIN PERMISSION FROM ENGINEER PRIOR TO MAKING MAJOR DEVIATIONS FROM CONSTRUCTION DOCUMENTS. EXAMPLES OF MAJOR DEVIATIONS ARE CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES, OR MATERIALS. 4. INSTALL EQUIPMENT IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN RECOMMENDATIONS. PROVIDE FITTINGS AND OTHER SIMILAR DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 5. REPAIR OR REPLACE PARTS OF THIS WORK THAT FAIL, ARE UNFfT, OR BECOME DAMAGED DURING CONSTRUCTION WITH NO CHANGE TO THE CONTRACT PRICE. PAY FEES: 1. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK; ARRANGE FOR INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK; FURNISH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY ENFORCEMENT AUTHORITIES. 2. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE PRODUCTS OTHER THAN "BASIS OF DESIGN% PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES (INCLUDING BUT NOT LIMITED TO MECHANICAL, STRUCTURAL SUPPORT, AND CHANGES TO ACCOMMODATE MAINTENANCE NEEDS AND DESIGN INTENT). 3. PAY PROFESSIONAL ENGINEERING AND DESIGN FEES ASSOCIATED WITH CONTRACTOR -INITIATED CHANGES OCCURRING AFTER SEALED CONSTRUCTION DOCUMENTS ARE SUBMITTED FOR APPROVAL TO AUTHORITY HAVING JURISDICTION. 4. PAY PROFESSIONAL ENGINEERING FEES ASSOCIATED WITH CONTRACTOR'S FAILURE TO FOLLOW SUBMITTAL REQUIREMENTS. 1. INDIVIDUAL SUBMITTALS ARE TO BE PREPARED ELECTRONICALLY IN 'PDF' FORMAT. ELECTRONIC FILES SHALL BE ORIGINAL VENDOR -PREPARED ELECTRONIC FILES AND NOT SCANNED COPIES OF CATALOG PAGES OR FACSIMILES. INDIVIDUAL EQUIPMENT ITEMS SHALL BE TAGGED WITH EQUIPMENT IDENTIFIERS AS SHOWN ON THESE DRAWINGS. ILLEGIBLE ELECTRONIC FILES ARE SUBJECT TO "REVISE AND RESUBMIT" ACTION. 2. INCLUDE WITH SUBMITTALS SPECIFIC WRITTEN NOTICE OF EACH VARIATION A SUBMITTAL HAS FROM THE REQUIREMENTS OF CONSTRUCTION DOCUMENTS. ENGINEER'S REVIEW OF SUBMITTALS SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FROM COMPLIANCE WITH CONSTRUCTION DOCUMENTS UNLESS THE ENGINEER HAS SPECIFICALLY ACCEPTED THE VARIATION IN WRITING. 3. SUBMIT SUBSTITUTION REQUESTS FOR APPROVAL SUBSTITUTED EQUIPMENT SHALL MEET OR EXCEED STANDARDS SET BY ITEMS SPECIFIED. 4. SUBMIT A SCHEDULE OF CONSTRUCTION DOCUMENT CHANGES REQUIRED DUE TO 1) DIFFERENCES (BETWEEN PRELIMINARY DESIGN DATA AND SUBMITTAL DATA) IN "BASIS OF DESIGN" EQUIPMENT OR 2) SUBSTITUTED EQUIPMENT FOR REVIEW PRIOR TO INITIATING WORK. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE SUBSTITUTED PRODUCTS, PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES. 5. SUBSTITUTION REQUESTS SHALL SHOW ENERGY CONSERVATION FEATURES OF SUBSTITUTED EQUIPMENT EQUAL OR EXCEED THAT OF SPECIFIED EQUIPMENT. KLLP-RECORDS: 1. DURING CONSTRUCTION, MAINTAIN A SET OF AS -BUILT, REE DLINED, RECORD DRAWINGS AT THE PROJECT SITE. RECORD ALL CHANGES FROM, BUT NOT LIMITED TO, ADDENDA, CHANGE ORDERS, SUPPLEMENTAL INSTRUCTIONS, AND DESIGN CLARIFICATIONS. RECORD CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, AND ACCESSORIES. RECORD CHANGES DUE TO CHANGES IN SUPPLIED EQUIPMENT. AFTER ENGINEER'S FINAL INSPECTION PROVIDE RECORD DRAWINGS TO ENGINEER. 2. AT COMPLETION OF PROJECT PROVIDE NEW PANEL DIRECTORIES INDICATING WHICH BREAKERS ARE NOW SPARE INCLUDE LISTING OF BREAKERS FROM OLD PANEL DIRECTORIES FOR CIRCUITS NOT DISTURBED. CONSULT WITH OWNER FOR CIRCUITS NOT ADEQUATELY MARKED. 0 NIEL TIQN1 1. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION REQUIRING DESIGN PROFESSIONAL'S RESPONSIVE ACTION. ACTION SUBMITTALS INCLUDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES, PRODUCT SCHEDULE OR LIST. 2. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION NOT REQUIRING DESIGN PROFESSIONAL'S RESPONSIVE ACTION. SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING WITH REQUIREMENTS. INFORMATION SUBMITTALS INCLUDE COORDINATION DRAWINGS, WELDING CERTIFICATES, QUALIFICATION DATA, INSTALLER CERTIFICATES, MANUFACTURER CERTIFICATES, PRODUCT CERTIFICATES, MATERIAL CERTIFICATIONS, MATERIAL TEST REPORTS, PRODUCT TEST REPORTS, FIELD TEST REPORTS, OPERATION AND MAINTENANCE DATA, MANUFACTURER'S INSTRUCTIONS, MANUFACTURER'S FIELD REPORTS, INSURANCE CERTIFICATES AND BONDS, MATERIAL SAFETY DATA SHEETS AND RECOMMENDED SPARE PARTS LISTS. 3. FURNISH: OBTAIN AND DELIVER TO ON -SITE STORAGE IN ORIGINAL FACTORY PACKAGING. 4. INSTALL.• UNPACK, MOVE TO FINAL LOCATION, MAKE CONNECTIONS, AND PLACE INTO FINAL SERVICE ACCORDING TO PROCEDURES IDENTIFIED IN PART 3 OF APPLICABLE SECTION(S). 5. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. PROTECT: 1. PROTECT EXISTING STRUCTURES AND EQUIPMENT DURING THE EXECUTION OF THIS CONTRACT. 2. REPAIR AREAS AFFECTED BY WORK TO THEIR ORIGINAL CONDITION OR BETTER. COORDINATE: 1. PRIOR TO ORDERING, FABRICATING, OR INSTALLING WORK, COORDINATE WORK WITH WORK OF OTHER SUBCONTRACTORS AND WITH CONTRACTORS HIRED DIRECTLY BY THE OWNER, WHERE CONFLICTS OCCUR, RESOLVE THEM PRIOR TO FABRICATION AND INSTALLATION. 2. DURING INSTALLATION, RESOLVE CONFLICTS AND MAKE CHANGES RESULTING FROM LACK OF CONTRACTOR COORDINATION WITH NO CHANGE TO THE CONTRACT PRICE. 3. NOTIFY THE ENGINEER IN WRITING OF EXISTING CONDITIONS DIFFERING FROM THOSE SHOWN IN CONTRACT DOCUMENTS. THE ENGINEER WILL EVALUATE THE DIFFERENCES, AND IF NECESSARY, REDESIGN FOR THE CONDITIONS FOUND. .4. DO NOT SCALE OFF CONSTRUCTION DOCUMENTS. COORDINATE INSTALLATION WITH FIELD CONDITIONS. 5. WHERE BUILDING ELEMENTS (FOR EXAMPLE, DOOR FRAMES, PORTIONS OF WALLS, PORTIONS OF FLOORS, ETC.) HINDER REMOVAL OF EXISTING OR INSTALLATION OF NEW EQUIPMENT, REMOVE AND REPLACE SUCH ELEMENTS. UPON SUBSTANTIAL COMPLETION, ENSURE BUILDING ELEMENTS MATCH THEIR ORIGINAL CONDITIONS. PROVIDE SERVICEABILITY: 1. PROVIDE CEIUNG ACCESS PANELS TO EIJABLE ACCESS TO EQ(9Pl4W REQU0NG SOME OR OPERAWN. COORth'r3lRTE LOCATION OF ACCESS PANELS AND DOORS FOR ITEMS THAT ARE BEHIND FINISHED SURFACES OR OTHERWISE CONCEALED. 2. PROVIDE SERVICE CLEARANCES AROUND EQUIPMENT AS RECOMMENDED BY EQUIPMENT MANUFACTURER. ADDRESS PENETRATIONS: 1. IN FIRE RATED BARRIERS, PROVIDE FIRE STOPPING ASSEMBLIES LISTED BY A RECOGNIZED INDEPENDENT TESTING LABORATORY AND MATCHED TO FIELD CONDITIONS. MAINTAIN FIRE RATING OF SURFACE PENETRATED. CONTROL OUALIM' 1. RECORD ALL DRAWING MODIFICATIONS AND SPECIFICATION MODIFICATIONS IN ADDENDUM(S) ON THE APPROPRIATE DRAWING(S) AND IN THE APPROPRIATE SPECIFICATION SECTION(S), RESPECTIVELY. 2. TAKE RESPONSIBILITY FOR EQUIPMENT CHECK -IN, SAFEKEEPING, AND DAMAGE PREVENTION. 3. UNSPECIFIED EQUIPMENT OR SYSTEMS SHALL BE REPRESENTED BY DULY AUTHORIZED DISTRIBUTORS WITH SERVICE DEPARTMENTS REGULARLY ENGAGED IN THE MAINTENANCE AND INSTALLATION OF THESE SYSTEMS AND EQUIPMENT. SUCH SERVICE DEPARTMENTS SHALL REGULARLY STOCK STANDARD REPLACEMENT PARTS AND EQUIPMENT AND SHALL BE LOCATED WITHIN A REASONABLE DISTANCE FROM THE INSTALLATION SITE. 4. WHENEVER A MATERIAL, ARTICLE, OR PIECE OF EQUIPMENT IS IDENTIFIED ON THE DRAWINGS BY REFERENCE TO MANUFACTURERS, VENDORS NAMES, TRADE NAMES, CATALOG NUMBERS, OR THE LIKE, IT IS SO IDENTIFIED FOR THE PURPOSE OF ESTABLISHING A STANDARD. MATERIALS, ARTICLES, OR PIECES OF EQUIPMENT FROM OTHER MANUFACTURERS OR VENDORS, WHICH WILL ADEQUATELY PERFORM THE DUTIES IMPOSED BY THE GENERAL DESIGN, WILL BE CONSIDERED EQUALLY ACCEPTABLE PROVIDED THEY ARE OF EQUAL SUBSTANCE, APPEARANCE, AND FUNCTION. CLQ�F�I 1. GUARANTEE SYSTEMS (PARTS AND LABOR) FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE HATE OF SUBSTANTIAL COMPLETION. 2. PROVIDE OPERATING AND MAINTENANCE MANUALS IN PDF FORMAT. MANUALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, PRODUCT DATA SHEETS, SHOP DRAWINGS, WIRING DIAGRAMS, OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT, ACCESSORIES, LIGHTING FIXTURES, OCCUPANCY CONTROLS AND RECOMMENDED SPARE PARTS LISTS. 3. IMMEDIATELY BEFORE TURNING SYSTEMS OVER TO OWNER, DEMONSTRATE FULL AND PROPER SYSTEMS OPERATIONS TO ENGINEER AND OWNER. IMMEDIATELY BEFORE DEMONSTRATION, PROPERLY AND FULLY RE -LUBRICATE EQUIPMENT. 4. UPON COMPLETION OF WORK, REMOVE ALL SURPLUS MATERIALS AND RUBBISH. MAKE REQUIRED PATCHING AND REPAIRS OF OTHER TRADES' WORK THAT YOU DAMAGED. LEAVE THE PREMISES IN A CLEAN AND ORDERLY CONDITION. SPECIFICATIONS DIVISION 15 - MECHANICAL I MECHANICAL GENERAL REQUIREMENTS 1. DESCRIPTION OF WORK: THE WORK DESCRIBED HEREIN SHALL INCLUDE ALL THE WORK INDICATED ON THE DRAWINGS, SPECIFIED AND/OR REQUIRED FOR A COMPLETE AND OPERATING PROJECT. A. THE INSTALLATION AND MATERIALS FURNISHED SHALL BE IN ACCORDANCE WITH THE LATEST ADDITION TO THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, AND CODES AND STANDARDS HAVING JURISDICTION. ANY REQUIREMENTS IN EXCESS OF CODE REQUIREMENTS AND PERMITTED UNDER THE CODE SHALL TAKE PREFERENCE. ALL MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED EQUAL. 2. RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 16 SPECIFICATION SECTIONS, APPLY TO THIS SPECIFICATION. 3. CODES AND PERMITS: ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. ALL FEES AND PERMITS SHALL BE PAID BY THE CONTRACTOR, 4. WORKMANSHIP: ALL MATERIALS SHALL BE 114STALLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE OF THE INDUSTRY. 5. COORDINATION: COORDINATE THE MECHANICAL WORK WITH THE WORK OF ALL OTHER TRADES. 6. DIMENSIONS: VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 7, CUTTING AND PATCHING: PERFORM CUTTING AND PATCHING IN ACCORDANCE WITH THE GENERAL SPECIFICATIONS. 8. STORAGE STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND PROTECT UNTIL INSTALLED. STORE IN LOCATION DESIGNATED BY THE OWNER. 9. PROTECTION OF EQUIPMENT. PROTECT EQUIPMENT FROM DAMAGE, SOILING, MARRING, BENDING OR STRESSING. PROVIDE PROTECTION ADEQUATE TO SERVE THE PURPOSE AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 10. MATERIALS AND EQUIPMENT: MATERIALS AND EQUIPMENT SHALL BE NEW AND UNUSED. 11. PAINTING: TOUCH UP FACTORY PAINT FINISHES. 12. ACCESSIBILITY. ALL VALVES, CONTROLS AND EQUIPMENT ITEMS SHALL BE ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. 13. INSTALLATION: INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED. A. PIPING AND EQUIPMENT SHALL BE SECURELY SUPPORTED BY MEANS OF HANGERS, ANCHORS AND SUPPORTS. PROVIDE FOR PIPING EXPANSION. ANCHORS SHALL PROPERLY DISTRIBUTE STRESSES. 14. QUALITY ASSURANCE: EQUIPMENT AND INSTALLATION SHALL COMPLY WITH LOCAL AND NATIONAL BUILDING CODES, LOCAL UTILITY REGULATIONS AND ASHRAE, ASME, ASTM, ARI, UL AND NFPA STANDARDS. 15. CLEANING: CLEAN ALL PIPING, DUCTWORK, FIXTURES, FINNED ELEMENTS, EQUIPMENT AND SYSTEMS. 16. SYSTEM TESTING AND OPERATION: TEST SYSTEMS FOR PROPER OPERATION AND OPERATE TO THE SATISFACTION OF THE OWNER. 17. GUARANTEE: ALL MATERIAL. AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF OWNER ACCEPTANCE, UNLESS OTHERWISE INDICATED. PLUMBING 1. SLEEVES: PROVIDE 122 CAGE GALiIMiZED ROM RPE SLEDES FOR P(PiNG THRQWH WALLS AND FLOOR, € ACK WITH NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.WA. SPECIFICATION C651-05. 6. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1 /4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER. MATERIALS 1. DRAINAGE AND VENT PIPING: EXTRA HEAVY HUB AND SPIGOT CAST IRON SOIL WITH RUBBER GASKETS CONFORMING TO ASTM C564. NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666. 2. WATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95-5 SOLDER. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM 8 88, ASTM 8 251, OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061, ASME B 16.15, ASME 8 16.18, ASME 8 16.22, ASME B 16.23, ASME B 16.26, AND ASME B 16.29. INSULATION 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK (MAX CONDUCTIVITY 0.27 BTU PER INCH/H*Fr2vF)RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P-TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV-GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL J103. SPECIFIC PLUMBING SPECIFICATIONS 1. INSTALL NEW ONLY IF EXISTING DOES NOT MEET CURRENT ADA/CABO-ANSI (AS APPLICABLE) STANDARDS, OR IS DAMAGED, NOT IN WORKING ORDER OR NOT EXISTING AS APPLICABLE. 2. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. LANDLORD'S CRITERIA 1. THE PLUMBING CONTRACTOR IS TO BECOME FAMILIARIZED WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPEcinc I0N5. HEONG. VENTILATION AND AIR CONDITIONING 1. DUCTWORK: FABRICATE DUCTWORK IN ACCORDANCE WITH SMACNA TABLE 1-4, 1 INCH STATIC PRESSURE, POSITIVE AND NEGATIVE. DIMENSION FOR LINED DUCTWORK IS INSIDE CLEAR. INSULATED FLEXIBLE DUCTWORK MAY BE INSTALLED AT DIFFUSER CONNECTIONS, 6'-0" LONG MAXIMUM AND SHALL BE RATED AT 3 INCH W.C. MINIMUM. INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA, NFPA 90 AND ASHRAE STANDARDS. 2. DUCTWORK ACCESSORIES: COMPLY WITH ASHRAE AND SMACNA INSTALLATION STANDARDS. PROVIDE VOLUME DAMPERS, STANDARD TURNING VANES, ACCESS DOORS, FLEXIBLE CONNECTIONS, TRANSITIONS, OFF -SETS AND ELBOWS FOR A COMPLETE OPERATING SYSTEM. 3. DUCT LINER: FIBROUS GLASS, 1/2 INCH THICK AND COMPLY WITH THE "THERMAL INSULATION MANUFACTURES ASSOCIATION" (TIMA) ANC-101. INSTALL PER SMACNA STANDARDS. ALL NEW RECTANGULAR SUPPLY AIR DUCTWORK AND RETURN AIR DUCTWORK. 4. DIFFUSERS, REGISTERS, GRILLES, & DAMPERS: ALL DIFFUSERS AND GRILLES SHALL HAVE A BAKED ENAMEL OFF-WHITE FINISH, EXCEPT AS NOTED. PROVIDE A BUTTERFLY DAMPER IN EACH DIFFUSER SUPPLY DUCT. PROVIDE A VOLUME DAMPER AT EACH NEW GRILLE. EQUIPMENT SHALL BE AS SPECIFIED OR AN APPROVED EQUAL FRAME TYPES SHALL BE FIELD VERIFIED. PROVIDE GASKETS. ACCEPTABLE MANUFACTURERS: CARNES, KRUEGER, TUTTLE & BAILY AND TITUS. 5. HANGERS AND SUPPORTS: HANG AND SUPPORT DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS. 6. DUCT INSULATION: PROVIDE 1-1/2 INCH, 3/4 LB. DENSITY BLANKET INSULATION ON ALL ROUND SUPPLY AIR DUCTWORK. PROVIDE ALL PURPOSE JACKET WITH VAPOR BARRIER. 7. TESTING AND BALANCING: BALANCE AIR SYSTEMS TO CFM VALUES INDICATED. MAKE FINAL BALANCING FOR PERSONAL COMFORT CONDITIONS. PROVIDE TAB REPORT TO OWNER. GENERAL MECHANICAL ® FLAG NOTE is FIELD DISCONNECTION FIELD CONNECTION EQUIPMENT MARK NUMBER (WITHOUT ELECT. CONNECTION) EQ EQUIPMENT MARK NUMBER (WITH 2 ELECT. CONNECTION) EXISTING WORK (LIGHT) / NEW WORK (BOLD) HVAC - AIR SIDE SYMBOL SYMBOL. DESCRIPTION (1- LINE) (2 - LINE) So'S IF ROUND DUCT SIZE - DIAMETER RECTANGULAR DUCT SIZE - 10 6 10/6 1ST NUMBER IS DIMENSION OF SIDE SHOWING FLAT -OVAL DUCT SIZE - 10 6 10/6 1ST NUMBER IS DIMENSION OF SIDE SHOWING SPLIITER V TRANSITION - SIZE CHANGE (RECTANGULAR, ROUND, OR FLAT -OVAL) 5---�--5 TRANSITION - RECTANGULAR TO ROUND, OR RECTANGULAR TO FLAT -OVAL RECTANGULAR DUCT TAKE -OFF 45 FLEXIBLE DUCT CONNECTION SIZE XXX CFM DIFFUSER (CEILING MOUNTED) ® @ RISER OR END OF DUCT - �f SUPPLY AIR (SA) SIZE M XX CFM RETURN OR EXHAUST REGISTER OR GRILLE (CEILING MOUNTED) z RISER OR END OF DUCT - RETURN AIR (RA) OR EXHAUST AIR (EA) I- VOLUME DAMPER QT THERMOSTAT 9� SANITARY DRAIN (ON THIS LEVEL) SANITARY FORCE MAIN DRAIN - -.-- - S -..- .- - - SANITARY DRAIN (BELOW THIS LEVEL) -------------- VENT LINE - - COLD WATER (POTABLE) - - - - HOT WATER SUPPLY (110' F) - - - - - - - - HOT WATER RETURN (110' F) --o,Q,Q,,-{= CLEAN OUT 0 2" ED-1 FLOOR DRAIN SIZE - TYPE 4" VTR SANITARY VENT THRU ROOF ON RISER VALVES AND FITTINGS SYMBOL DESCRIPTION SYMBOL DESCRIPTION m SHUTOFF W9VWE - 4 CONCENTRIC REDUCER N CHEW VANE C REDUCER ® BAIANCJrIG VALVE -3 CAP P4 ra TFm VALVE =1 BUSHING DC WICK CONNECT .9 HOSE COUPLING / THREADS 2-WAY CONTROL. VALVE -'I�I" UNION 3-WAY CONTROL VALVE -I�1- OMM PLATE PRESSURE REDUCWG VALVE E3 EXPANSION JOINT ISO VALVE SEE SPEI;S FOR TWO � � SLEEVE BALL VALVE a ELBOW DOWN OR AWAY -�- FLEXIBLE CONNECTION 1 Y TO FLOOR DRAIN SEPARATE PERMIT AND APPROVAL REQUIRED © 2015 A&E NATIONAL, INC. 1 . RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. I A & E NATIONAL, INC. I A & E NATIONAL., IN 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 _ .- �ExPIRES 3 - 23 27"? WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 PERMIT SET 08/10/20154& i;ECGi'JEC CITY OF TUKWIL A AUG 13 2015 PERMIT CENTER a SPLIT-Svo STEM HEAT PUMP SCHEDULE MARK SERVES COOLING HEATING ELECTRICAL DATA UNIT MCA BASIS OF DESIGN WEIGHT (LB) MECH NOTES TOTAL SENS. SEER (MBH) (MBH) HSPF (MBH) V PH HP-1 AHU-1 69.6 51.2 1 13 55.7 7.7 480 3 10 TRANS 4TWA3 244 1-5 L. ! r- wn l my i viN Qrv%LL YIJI t t r. t-f%wLV l J! l C, nLY1Lir LAtal IPIV CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO 800MIG AND START OF THE WORK 3. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH LANDLORD'S TENANT CRITERIA MANUAL INCLUDING MALL MANAGEMENT'S RULES AND REGULATIONS. 4. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS /.\ NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. U MECHANICAL NOTES: 5. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. 1. REFRIGERANT PIPE QUANTITIES AND SIZE TO BE PER MANUFACTURER'S PIPING SCHEMATIC. 2. INSTALL HEAT PUMP ON ROOF IN APPROVED LANDLORD LOCATION, ROUTE REFRIGERANT LINES THROUGH LANDLORD PROVIDED CHASE. 6. COORDINATE DUCT, DIFFUSER, GRILLE, REGISTER, AND DAMPER LOCATIONS 3. PROVIDE DISCONNECT. WITH STRUCTURAL, ELECTRICAL AND ARCHITECTURAL 4. PROVIDE STARTERS FOR ALL MOTORS. 7. DUCT SIZING IS CLEAR INSIDE DIMENSIONS. 5. PROVIDE LQUID LINE FILTER DRYER AND SIGHT GLASS. 8. INSULATED FLEXIBLE ROUND DUCT SHALL NOT EXCEED 5'0' IN TOTAL LENGTH. 9. PROVIDE VOLUME DAMPER FOR EACH SUPPLY AND RETURN, AND INSTALL AIR HANDLING UNIT SCHEDULE MARK SERVES SUPPLYFAN CFM ESP (IN) COOLING HEATING MIN OA ELECTRICAL DATA BASIS OF DESIGN WEIGHT (LB) MECH NOTES TOTAL SENS. (MBH) (MBH) (MBH) CFM V PH UNIT MCA AHU-1 HP-1 2000 0.5 69.5 51.2 55.7 490 480 3 3.1 TRANS BCXD054G2 185 1-5 FOR ACCESSIBILITY THROUGH CEILING AWAY FROM OBSTRUCTIONS. 10. CONTRACTOR TO LABEL CONDENSER ON ROOF WITH TENANT NAME AND SUITE #. ALSO VERIFY PENETRATIONS FOR TENANT SPACE ARE SEALED AND WEATHER TIGHT. COORDINATE THIS WITH LANDLORD'S ROOFER. 11. VERIFY EXISTING SMOKE EXHAUST SYSTEM COMPONENTS. COORDINATE CHANGES WITH LANDLORD AND LANDLORD ENGINEER. ANY MODIFICATIONS D N R TO SMOKE EXHAUST SYSTEM MUST BE BY LAND -OR E GINEE . MECHANICAL NOTES: 12. NEW HVAC SYSTEM SHALL COMPLY WITH WASHINGTON STATE ENERGY 1. PROVIDE WITH TWO SETS OF THROW -AWAY FILTERS. CODES. 2. PROVIDE WITH FACTORY MOUNTED DISCONNECT. 3_ PROVIDE SECONDARY DRAIN PAN WITH FLOAT SWITCH, UNIT SHALL SHUT DOWN UPON ALARM FROM FLOAT SWITCH. DEMOLITION NOTES: 4. SUSPEND UNIT FROM STRUCTURE, PROVIDE VIBRATIONS ISOLATORS AND SEISMC BRACING PER CBC. 5. FIELD INSTALLED, FACTORY PROVIDED MIXING BOX WITH DRY BULB CONTROLLER FOR ECONOMIZER CONTROL. 1. REMOVE EXISTING MECHANICAL UNITS AND DUCTWORK ABOVE THE CEILING AND CONDENSING UNITS ON ROOF. 2. MODIFY AND/OR REMOVE SUPPLY, RETURN AND RESTROOM EXHAUST DUCTWORK AS NECESSARY TO PROVIDE SYSTEM AS SHOWN. SLAG NOTES: 0��> 1. PROVIDE NEW 7-DAY PROGRAMMABLE T-STAT, HONEYWELL PRESTIGE IAQ 2.0 WITH EQUIPMENT INTERFACE MODULE AND TOTAL CONNECT COMFORT SERVICES. PROVIDE ACCESSORY HONEYWELL PORTABLE COMFORT CONTROL REM500OR1001. SEE CONTROL SEQUENCE ON THIS SHEET. 2. NOT USED. 3. NEW AIR HANDLER, SEE EQUIPMENT SCHEDULE THIS SHEET. ROUTE CONDENSATE TO MOP SINK. 4. PROVIDE OUTDOOR AIR AND RELIEF DUCTS TO ROOF. COORDINATE WITH LANDLORD REQUIREMENTS FOR LOCATION OF DUCT ROUTING AND OUTDOOR AIR GRILLES. SET DAMPER TO 490 CFM MINIMUM QA. 1�5`ECONOM�IZERMIXING BOX WITH MODULATING CAPABILITY UP TO 100% �0& 6. HEAT PUMP TO BE INSTALLED ON ROOF, SEE EQUIPMENT SCHEDULE THIS SHEET. COORDINATE WITH LANDLORD FOR LOCATION. .Q EFL USER, REGISTER AND GRILLE SCHEDULE D-1: 24"X24", STEEL CONSTRUCTION, RECESS MOUNT, ROUND NECK WITH OUTLETS AS SHOWN, HORIZONTAL 4-WAY, 3-CONE. PAINT TO MATCH CEILING IN RETAIL AREA ONLY. COORDINATE WITH PAINTING CONTRACTOR. EXAMPLE: TITUS TMS. G-1: 24"X24", STEEL BORDER, ALUMINUM GRID, EGGCRATE RETURN. PAINT TO MATCH CEILING. COORDINATE WITH PAINTING CONTRACTOR. EXAMPLE: TITUS 55R. L..___� ,--_- G-1 � I �rF8/116 /14 RA 18/16 OA ,s RA Cp co ADJACENT TENANT AREA iL1 G--1 24 PL GUMMI ROOM I I 104 - - ---- -- -- VINTAGE ROOM El 102 'l CHOCOLATE ROOM__ 103 MECHANICAL PLAN SCALE: 1 /4" = V-0" cc 7 _ IC._ 1 I Li MALL COMMON FFLE BAR AREA - 14/10 SA ADJACENT TENANT AREA ------- ---- .-- ....._.. .... _... �. - R-1S: STEEL CONSTRUCTION, 2-WAY, 3/4 X DOUBLE, ADJUSTABLE THROW DIRECTION. EXAMPLE: TITUS 300 RS. R-1R: STEEL CONSTRUCTION, 3/4 X 35, HORIZONTAL BLADES. EXAMPLE: TITUS 350RL. I r DATE: 08/10/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 08110/2015 4 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A 8 E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 �0mj� -1wzt -76,It9 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 PERMIT SET 08/10/2015 CITY OF TUPKWILA AUG 132105 PERMIT CENTER IS-1 PLUMBING RISERS c-- i--T.dI= l I- I 1 Zi ; ' I �` j }} C f ! c i r' r I I STORAGE ROOM ' 105 GUMMROO_M-I 104 C 10 I I 110------- - - ----- --- -__ ___. '- _ -- ------ h J i CH__OCOLATE ROOM 103 I T 7 2 PLUMBING SUPPLY PLAN P1.0 SCALE: 1 /4" = F-T i FULL SIZE TEMPERATURE PRESSURE RELIEF VALVE, DRAIN PER LOCAL CODE & LANDLORO'S CRITERIA, TO NEAREST INDIRECT WASTE RECEPTOR OR AFRO O WNR vAcuuM RELIEF VALVE PP /4• 1-01 ' 3/4'�' PROVIDE STEEL SUPPORT STRUCTURE FOR WATER 1-10 11a/ �0 HEATER TO MOUNT ABOVE MOP SINK. f/2• . /� PROVIDE A WATER 71M, GALVANIZED STEEL PAN, .' �.� MIN 2' DEEP X 24 GA., BELOW WATER HEATER. 1/2 / 1 MIN OK DRAIN PER LOCAL. CODE AND Lvx.0. LANDLORD'S CRITERIA, TO NEAREST INDIRECT /2• WASTE RECEPTOR OR APPROVED DRAIN. ,% PROVIDE R-10 INSULATION UNDER TANK PER . WASHINGTON STATE: ENERGY CODE. PROVIDE HEAT 1I2' \ � At ON SUPPLY AND DISCHARGE PER �I I - � � . WASHiNGTOi STATE ENERGY CODE a <tr4 i Ij APOTI ICCARY 100 I. ___ ___ ___ _-_ ___ TRUFFLE BAR 101 1 ----_ -: - p uI u ..._.._- ADJACENT TENANT AREA VENTAGE ROOM ! 102 - I _ I I : _ --- STORAGE ROOM �= LL-�� - --- 105 - - - GUMMI CHOCOLATE -- ! ROOM i ROOM I i APOTHECARY _:.-- - - 104 % 103 100 -- -- 1 -_- -- --- - - - - . . ........ . -.--- �- - j--------_.... __..._....----_..... _------------------ . ------------_......_. -----------.--_.._----- -� -- - _ I , TRUFFLE BAR Fi 101 5 AL : -- -.- - - ADJACENT TENANT AREA 1 PLUMBING WASTE AND VENT PLAN P 1.0 I SCALE: 1 /4" =1'-0" I GENERAL NOTES: 1. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION DEMOLITION NOTES: PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE 1. REMOVE AND DISPOSE OF ITEMS INDICATED TO BE DEMOLISHED. BEFORE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO REMOVAL, COORDINATE WITH THE OWNER WHICH ITEMS THE OWNER WISHES ADDITIONAL EXPENSE TO THE OWNER. TO KEEP, COORDINATE DELIVERY OF OWNER'S CHOSEN ITEMS TO OWNER. 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING DISPOSE OF ITEMS THE OWNER DOES NOT CHOOSE TO KEEP. CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE 2. PROTECT EXISTING STRUCTURES AND EQUIPMENT THROUGHOUT THE WORK PRIOR TO BIDDING AND START OF THE WORK. DURATION OF THE WORK. 3. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS 3. COORDINATE DEMOLITION WORK SO THAT ELECTRICAL CONNECTIONS ARE NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. REMOVED PRIOR TO MECHANICAL DEMOLITION. 4. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. 4. REPAIR AREAS AFFECTED BY DEMOLITION TO THEIR ORIGINAL CONDITION OR 5. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL BETTER' CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. 5. REMOVE EXISTING WATER HEATER AND ASSOCIATED PIPING. 6. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF 6. REMOVE ANY EXISTING SUPPLY PIPING NOT PART OF THE NEW PROJECT. APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. 7. REMOVE SINK AND WATER CLOSET FROM SMALL RESTROOM TO BE 7. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION DEMOLISHED. FOUNDATION (NSF) STANDARDS OR EQUIVALENT. 8. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE 8. REMOVE VENT PIPING FROM DEMOLISHED RESTROOM FIXTURES. PLUMBING AND DRAINAGE INSTITUTE (PDT), PROVIDE WATER HAMMER 9. REMOVE FLOOR DRAIN FROM SMALL RESTROOM TO BE DEMOLISHED. ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER 10. CAP SANITARY PIPING FROM REMOVED FIXTURES AS NECESSARY. VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBLISHED PDI NOMENCLATURE. 9. INSTALL 4-INCH AND LARGER SANITARY PIPING AT 1/8-INCH PER FOOT FLAG NOTES: SLOPE; INSTALL SMALLER SIZES AT %-INCH PER FOOT SLOPE. INSTALL 1. EXISTING 4" SANITARY LINE. FIELD VERIFY LOCATION. VENT PIPING SO IT WILL DRAIN. 10. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH 2. CONNECT NEW SANITARY PIPING TO EXISTING. FIELD VERIFY LOCATION. ARCHITECTURAL DRAWINGS. 3. CONNECT NEW VENT PIPING TO EXISTING. FIELD VERIFY LOCATION. 11. PROVIDE 4-INCH MINIMUM VENT THRU ROOF. INCREASE VENT TO 4--INCH 4. INSTALL UNDER SINK LITTLE GIANT DRAINOSAUR WRSC-6 1/3 HP WITH 3.5 S TWELVE INCHES BELOW ROOF INSULATION IN CLIMATES WHERE WINTER TEMPERATURES ARE EXPECTED TO FALL BELOW 33 DEGF. GAT. BASIN, 115V. 12. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES 5. ROUTE FORCE MAIN DRAIN UP THROUGH DEMISING WALL ABOVE CEILING. LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING ROUTE HORIZONTAL PIPE ABOVE CEILING TO BACK WALL, SLOPED AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, APPROPRIATELY TO DRAIN TO THE BACK. CAP OR OTHER CLOSED FITTING.) 6. EXISTING LANDLORD 3/4" CW SUPPLY. FIELD VERIFY LOCATION AND 13. PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE PROVIDE NEW STUB OUT AND SHUTOFF VALVE FOR METER SERVICE. CHROME PLATED BRASS. 7. CONNECT NEW CW PIPING TO EXISTING. 14. COMPLY WITH THE LATEST ADOPTED INTERNATIONAL PLUMBING CODE WHEN 8. NEW WATER HEATER ABOVE MOP SINK. LOCATION SHOWN FOR CLARITY. SIZING TRAP ARMS ON COMBINATION WASTE AND VENT SYSTEMS. SEE RISER DIAGRAM FOR WATER HEATER CONNECTIONS. DRAWINGS INDICATE THE WASTE LINE SIZE AND THE SIZE OF THE TRAP REQUIRED. 9. PLUMBING PUMP WITH 6' CORD. COORDINATE LOCATION WITH NEW 15. ALL WORK SHALL COMPLY WITH THE LATEST CITY PLUMBING CODE AND ELECTRICAL OUTLET. ALL OTHER APPLICABLE CODES IN THIS JURISDICTION. 10. INSTALL NEW WATER METER AND BACKFLOW PREVENTION DEVICE PER 16. TENANT MUST X-RAY SLAB PRIOR TO PERFORMING ANY SLAB LANDLORD'S REQUIREMENTS. METER MUST BE ACCESSIBLE AT 5' AFF. PENETRATIONS. LANDLORD AUTHORIZED X-RAY CONTRACTORS INFORMATION WILL BE AVAILABLE ON THE LIST OF "RULES AND REGULATIONS" FOR PLUMBING FIXTURE SCHEDULE GENERAL CONTRACTORS WHEN THEY ARRIVE AT SITE. SWF 1: COMMERCIAL GRADE, 30 GAL, DUAL 450OW ELEMENTS (9 KW TOTALDP�ART430. t EXCEED 36" IN HEIGHT, 277V. MIN. EF OF 0.93 PER DOE 10 CFR MUST MEET STANDBY LOSS REQUIREMENTS OF DOE & ASHRAE/IESN EXAMPLE: AMERICAN WATER HEATER LDCE32-30L MS-1: FIXTURE - UNIT SHALL HAVE OUTSIDE DIMENSIONS OF 2C X 24" X 10". THE MOLDING SHALL BE DONE IN MATCHED METAL DIES UNDER HEAT AND PRESSURE RESULTING IN A ONE-PIECE HOMOGENEOUS PRODUCT. THE UNIT SHALL HAVE 10" HIGH WALLS NOT LESS THAN 1' WIDE. EXAMPLE: FLORESTONE MODEL MSB 2424. - n_J FAUCET -POLISHED CHROME, BRASS -BODIED, 8"-SPREAD, WALL MOUNTED WITH -- INTEGRAL STOPS, INTEGRAL VACUUM BREAKER, WALL SUPPORT FOR SPOUT, LEVER HANDLES, 3/4" HOSE THREAD SPOUT OUTLET WITH PAIL HOOK ON END - -- j OF SPOUT. SPOUT OUTLET SHALL BE ABOUT 9 INCHES FROM WALL. EXAMPLE: -- AMERICAN STANDARD 8344. DRAIN - BRASS, INTEGRAL WITH FIXTURE. PROVIDE CHROMED -BRASS, NICKEL -BRASS, ALUMINUM, OR STAINLESS -STEEL STRAINER. CONNECTION SIZE AS INDICATED ON DRAWINGS. j ' TRIM -INTEGRAL, GALVANIZED -STEEL TILING FLANGES ON SIDES ADJACENT TO f JL WALLS. STAINLESS -STEEL CAP ON DROPPED UP. FIXTURE - POLISHED BRASS, SELF -RIMMING, 15X15X5-3/4 COUNTER -MOUNTED. TRIM - P-TRAP, DRAIN GRID. EXAMPLE: WHITEHAUS POLISHED BRASS DROP -IN ENTERTAINMENT SINK, BELLACOR NUMBER 787814. FAUCET - DUAL -HANDLE, ADA-COMPLANT FAUCET WITH 5-1/2-INCH GOOSENECK SWING SPOUT, 2.2 GPM BAR SINK FAUCET. EXAMPLE: KOHLER i REVIVAL K-16112-4PB, POLISHED BRASS. i -2: FIXTURE - 16 -GAUGE STAINLESS TYPE 304 STEEL, PUNCHED (NOT WELDED) i 3-COMPARTMENT, 18" X 24" X 14" DEEP BOWLS, DOUBLE DRAINOOARD. EXAMPLE: REGENCY MODEL 600S31824224. FAUCET - WALL MOUNT PRE -RINSE 1 COMMERCIAL FAUCET, TWO -HOLE DUAL HANDLE, ADD -ON FAUCET WITH 10-INCH SWING SPOUT, FLEXIBLE GOOSENECK WITH COMPACT SPRING, 24" STAINLESS STEEL HOSE, 1.42 GPM SPRAY VALVE EXAMPLE: T&S MODEL MPZ-8WLN-O8 MODIFIED WITH 062X FOR 12" SWING SPOUT. FIXTURE - 18 GAUGE STAINLESS TYPE 304, 19X23, WALL MOUNTED, ADA COMPLIANT, FULLY BOTTOM COATED. EXAMPLE: ELKAY WCL1923OSDC. FAUCET - MALL COMMON RESTRICTED SWING GOOSE NECK SPOUT WITH AERATOR AND 5" WRIST AREA BLADE HANDLES. EXAMPLE: LKD232SBH5C (FURNISHED WITH SINK) SEAT - WHITE, SOLID PLASTIC, OPEN FRONT, ELONGATED, COVERLESS SEAT WITH INTEGRALLY MOLDED BUMPERS AND STAINLESS STEEL, SELF SUSTAINING CHECK HINGE. TRIM - CLOSET BOLT CAPS EL-j.�. 2" MODERATE SERVICE FLOOR DRAIN WITH FLASHING COLLAR , WEEP HOLES, AND 5-INCH-ROUND, NICKEL BRONZE STRAINER. MATERIAL COA TED -. CAST-IRON. EXAMPLE" ZURN FD 2210 PPT1: TACO PLUMB N PLUG MODEL 003-BC4-8PNP WITH DIGITAL TIMER, 6' CORD. MY-t: WATTS SERIES MMV MIXING VALVE, 3/4" LINE SIZE. MIXING VALVE SHALL CONFORM TO ASSE 1017, ASSE 1069 & ASSE 1070. 9-1: EXPANSION TANK, AMTROL THERMAL EXPANSION TANK MODEL ST.-5. VALVES: GATE VALVE WATTS SERIES B-3000, CHECK VALVE WATTS SERIES B-5000, BALL VALVE WATTS SERIES B6080 OR B6081 FULL PORT, ALL VALVES 1 /2" TO 2" BRONZE BODY, VALVES SHALL CONFORM TO NSF/ANSI 61. RELIEF VALVE: WATTS REGULATING CO. MODEL 1OL T&P RELIEF VALVE SHALL CONFORM TO ANSI Z21.22. FIRE SUPPRESSION NOTES: 1. MODIFY EXISTING SPRINKLER SYSTEM INFRASTRUCTURE FOR FULLY SPRINKLERED SPACE IN COMPLIANCE WITH REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS, NFPA 13, APPLICABLE CODES, LANDLORD'S DESIGN CRITERIA, AND AUTHORITIES HAVING JURISDICTION. 2. TENANT'S SPRINKLER DESIGN IN REMODEL AREAS SHALL BE BASED UPON A DUAL SOURCE OF SUPPLY, ORDINARY HAZARD PIPE SCHEDULE OR 1 HYDRAULICALLY CALCULATED SYSTEM AS OUTLINED IN NFPA PAMPHLET #13 AND LANDLORD'S INSURANCE CARRIER'S REQUIREMENTS. i t 3. COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL WORK. j ELECTRONIC DRAWINGS MAY BE REQUESTED FROM ARCHITECT. 4. SUBMIT APPROVED SPRINKLER PIPING DRAWINGS (WORKING PLANS, i j PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS, IF APPLICABLE.) 5. SPRINKLER SHOP DRAWINGS AND SUPPORTING CALCULATIONS MUST BE SUBMITTED TO AND APPROVED BY LANDLORD'S INSURANCE CARRIER. CONTACT THE CENTER'S ON -SITE R£PRESENTATNE FOR LANDLORD'S INSURANCE CARRIER PLAN REVIEW CONTACT, MAILING ADDRESS AND SUBMiITAL REQUIREMENTS. 6. VERIFY WITH MALL OPERATIONS MANAGER REGARDING TENANT SPRINKLER INSTALLATION. MALL COMMON 7, TENANT IS LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AREA LANDLORD'S FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT INSPECTIONS. 8. COORDINATE WORK WITH OTHER TRADES. COSTS FOR REWORK CAUSED BY LA CK K OF COORDINATION WITH OTHER TRADES SHALL BE BORNE BY THE CONTRACTOR. __.__ .... ....... .. . _ ..VI. III SPRINKLER SYSTEM SHALL BE MODIFIED TO MEET THE NEEDS OF THE STORE. 10. EXISTING SPRINKLER HEADS ARE LOCATED AT 16' AFT= IN THE STOCK ROOM AND Il'-10" IN THE SALES AREA. 11. ALL EXISTING SPRINKLER HEADS SHALL BE REPLACED WITH FULLY RECESSED PENDENT TYPE HEADS COVERED WITH METAL PLATES FINISHED 0 4-p===w1a SEPARKI- TO MATCH ADJACENT CEILING SURFACE. PERMITAND IN THE RETAIL AREA, NEW SPRINKLER HEADS SHALL BE LOCATED IN THE APPROVAL- CENTER OF THE NEAREST CEILING TILE. COORDINATE HEAD HEIGHT WITH REQUIRED ARCHITECTURAL DRAWINGS. 13. EMPLOY LANDLORD'S APPROVED CONTRACTOR FOR ALL SPRINKLER WORK. DATE: 08/10/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 08/10/2015 O 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402- 14-4431 GENERAL 11NISION 16 NOTES PRE -BID INSTRUCTIONS: T. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND CAREFULLY EXAMINE THE EXISTING CONDITIONS. CONTRACTOR SHALL NOT BE ALLOWED EXTRA COST DUE TO FAILURE TO VISIT SITE OR TO INQUIRE WITH OWNER AND DESIGN PROFESSIONALS AS TO CLARIFICATIONS OF DISCREPANCIES AND UNKNOWNS. 2. ELECTRICAL CONTRACTOR SHALL REVIEW ENTIRE SET OF DRAWINGS AND SPECIFiCA11ONS TO DETERMINE THE SCOPE OF WORK. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, PLUMBING AND MECHANICAL DRAWINGS. EXTRA COST SHALL NOT BE ALLOWED DUE TO FAILURE TO REVIEW ENTIRE SET OF DRAWINGS AND SPECIFICATIONS. 3. DATA PRESENTED ON THE DRAWINGS ARE AS ACCURATE AS PRELIMINARY SURVEYS AND PLANNING CAN DETERMINE, BUT ACCURACY IS NOT GUARANTEED AND FIELD VMC00N OF ALL DIMENSIONS IS DIRECTED. SPECIFICATIONS, DISTANCES AND LEVELS WILL BE GOVERNED BY ACTUAL FIELD CONDITIONS. REVIEW ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, PLUMBING, AND MECHANICAL PLANS AND ADJUST WORK TO CONFORM TO ALL CONDITIONS SHOWN THEREON. ACTUAL QUANTITY AND LOCATION OF DEVICES MAY VARY BASED ON CONDITIONS ENCOUNTERED DURING ORIGINAL CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR REUSING EXISTING DEVICES. UNUSED EXISTING DEVICES, ASSOCIATED WIRING, CONDUIT AND FITTINGS SHALL BE REMOVED. 4. CONTRACTOR SHALL REFERENCE SPECIFICATIONS FOR CONSTRUCTION MATERIALS AND INSTALLATION PROCEDURES. THE SPECIFICATIONS ARE PART OF THE CONSTRUCTION DRAWINGS. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT / ENGINEER FOR RESOLUTION. 5. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW MATERIALS FOR COMPLETE INSTALLATION. JUNCTION BOXES AND PULL BOXES ARE NOT ALL SHOWN IN THESE DOCUMENTS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING REQUIRED JUNCTION / PULL BOXES TO MEET REQUIREMENTS OF APPLICABLE LOCAL AND NATIONAL ELECTRICAL CODES. DEMOLITION: . I. COORDINATE ALL ELECTRICAL DEMOLITION WITH ARCHITECTURAL AND MECHANICAL DEMOLITION. 2. CONSULT WITH OWNER REGARDING THE STATUS OF SALVAGED MATERIAL. TRANSPORT SALVAGED MATERIAL TO OWNER'S CHOSEN LOCATION FOR MATERIAL OWNER WISHES TO KEEP. REMOVE ALL OTHER MATERIAL FROM SITE AND DISPOSE OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 3. ELECTRICAL DISTRIBUTION PANELS MAY NOT BE DE -ENERGIZED WITHOUT OWNER'S CONSENT. WHEN REMOVING BRANCH CIRCUITS, DE -ENERGIZE CIRCUIT BREAKER AND DISCONNECT CONDUCTORS PRIOR TO REMOVING ASSOCIATED OUTLETS AND CONDUCTORS. 4. CONTRACTOR TO VERIFY ALL FIRE ALARM EQUIPMENT IS FUNCTIONAL. PROVIDE A REPORT TO ENGINEER AND OWNER OF FIRE EQUIPMENT STATUS. CONTACT OWNER AND ENGINEER IF ANY NONFUNCTIONAL EQUIPMENT IS LOCATED. 5. IN EXISTING SPACES TO BE RENOVATED THE ELECTRICAL CONTRACTOR SHALL REMOVE LIGHT'S, SWITCHES, WIRING DEVICES, CONDUIT, WIRES, ETC. AS SHOWN ON PLANS KEEPING DAMAGE TO THE EXISTING BUILDING WALLS, FLOORS, AND CEILING TO A MINIMUM. COORDINATE WITH THE OWNER REGARDING MATERIALS TO BE REMOVED FROM THE PREMISES. ALL CONCEALED CONDUIT THAT CANNOT BE REMOVED SHALL HAVE WIRING DISCONNECTED AT PANEL AND REMOVED. CONDUIT SHALL BE CAPPED OFF AND CONCEALED INTO EXISTING WALL SPACE AND HOLES PATCHED. WHERE CONDUITS PENETRATE THE FLOOR SLAB, CUT CONDUITS FLUSH WITH FLOOR. IN AREAS WHERE CONDUIT CONTINUITY IS INTERRUPTED BECAUSE OF THE REMODELING, MAKE NECESSARY MODIFICATIONS TO THE CIRCUITS TO MAINTAIN CIRCUIT INTEGRITY. PROVIDE COMPLETE, COMELIM. AND OPERATIONAL. SYMMS: I. DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO COMPLEMENT EACH OTHER. PROVIDE ITEMS SHOWN ON ONE AND NOT THE OTHER AS THOUGH SHOWN AND CALLED OUT IN BOTH. IF AN APPARENT CONFLICT EXISTS WITHIN THE CONSTRUCTION DOCUMENTS, PRESUME TO PROVIDE THE MORE COSTLY CHOICE, AND REQUEST CLARIFICATION FROM ARCHITECT / ENGINEER IN WRITING. 2. PROVIDE, LABOR, MATERIALS, EQUIPMENT, FEES, AND PERMITS NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. 3. CONSTRUCTION DOCUMENTS PRESENT THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. COMPLETE DETAIL IS NOT PRESENTED. DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THEIR SMALL SCALE, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION. PROVIDE SYSTEMS COMPLETE AND OPERATIONAL AND IN COMPLIANCE WITH DESIGN INTENT. OBTAIN PERMISSION FROM ENGINEER PRIOR TO MAKING MAJOR DEVIATIONS FROM CONSTRUCTION DOCUMENTS. EXAMPLES OF MAJOR DEVIATIONS ARE CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES, OR MATERIALS. 4. INSTALL EQUIPMENT IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN RECOMMENDATIONS. PROVIDE FITTINGS AND OTHER SIMILAR DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 5. REPAIR OR REPLACE PARTS OF THIS WORK THAT FAIL, ARE UNFIT, OR BECOME DAMAGED DURING CONSTRUCTION WITH NO CHANGE TO THE CONTRACT PRICE. PAY FEES: I. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK; ARRANGE FOR INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK; FURNISH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY ENFORCEMENT AUTHORITIES. 2. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE PRODUCTS OTHER THAN "BASIS OF DESIGN", PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES (INCLUDING BUT NOT LIMITED TO MECHANICAL, STRUCTURAL SUPPORT, AND CHANGES TO ACCOMMODATE MAINTENANCE NEEDS AND DESIGN INTENT). 3. PAY PROFESSIONAL ENGINEERING AND DESIGN FEES ASSOCIATED WITH CONTRACTOR -INITIATED CHANGES OCCURRING AFTER SEALED CONSTRUCTION DOCUMENTS ARE SUBMITTED FOR APPROVAL TO AUTHORITY HAVING JURISDICTION. 4. PAY PROFESSIONAL ENGINEERING FEES ASSOCIATED WITH CONTRACTOR'S FAILURE TO FOLLOW SUBMITTAL REQUIREMENTS. MAKE SUBMITTALS: 1. INDIVIDUAL SUBMITTALS ARE TO BE PREPARED ELECTRONICALLY IN 'PDT' FORMAT. ELECTRONIC FILES SHALL BE ORIGINAL VENDOR -PREPARED ELECTRONIC FILES AND NOT SCANNED COPIES OF CATALOG PAGES OR FACSIMILES. INDIVIDUAL EQUIPMENT ITEMS SHALL BE TAGGED WITH EQUIPMENT IDENTIFIERS AS SHOWN ON THESE DRAWINGS. ILLEGIBLE ELECTRONIC FILES ARE SUBJECT TO "REVISE AND RESUBMIT" ACTION. 2. INCLUDE WITH SUBMITTALS SPECIFIC WRITTEN NOTICE OF EACH VARIATION A SUBMITTAL HAS FROM THE REQUIREMENTS OF CONSTRUCTION DOCUMENTS. ENGINEER'S REVIEW OF SUBMITTALS SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FROM COMPLIANCE WITH CONSTRUCTION DOCUMENTS UNLESS THE ENGINEER HAS SPECIFICALLY ACCEPTED THE VARIATION IN WRITING. 3. SUBMIT SUBSTITUTION REQUESTS FOR APPROVAL SUBSTITUTED EQUIPMENT SHALL MEET OR EXCEED STANDARDS SET BY 17EMS SPECIFIED. 4. SUBMIT A SCHEDULE OF CONSTRUCTION DOCUMENT CHANGES REQUIRED DUE TO 1) DIFFERENCES (BETWEEN PRELIMINARY DESIGN DATA AND SUBMITTAL DATA) IN "BASIS OF DESIGN" EQUIPMENT OR 2} SUBSTITUTED EQUIPMENT FOR REVIEW PRIOR TO INITIATING WORK. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE SUBSTITUTED PRODUCTS, PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES. 5. SUBSTITUTION REQUESTS SHALL SHOW ENERGY CONSERVATION FEATURES OF SUBSTITUTED EQUIPMENT EQUAL OR EXCEED THAT OF SPECIFIED EQUIPMENT. KEEP REORDS: 1. DURING CONSTRUCTION, MAINTAIN A SET OF AS -BUILT, REDLINED, RECORD DRAWINGS AT THE PROJECT SITE. RECORD ALL CHANGES FROM, BUT NOT LIMITED TO, ADDENDA, CHANGE ORDERS, SUPPLEMENTAL INSTRUCTIONS, AND DESIGN CLARIFICATIONS. RECORD CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, AND ACCESSORIES. RECORD CHANGES DUE TO CHANGES IN SUPPLIED EQUIPMENT. AFTER ENGINEER'S FINAL INSPECTION PROVIDE RECORD DRAWINGS TO ENGINEER. 2. AT COMPLETION OF PROJECT PROVIDE NEW PANEL DIRECTORIES INDICATING WHICH BREAKERS ARE NOW SPARE. INCLUDE LISTING OF BREAKERS FROM OLD PANEL DIRECTORIES FOR CIRCUITS NOT DISTURBED. CONSULT WITH OWNER FOR CIRCUITS NOT ADEQUATELY MARKED. DEFINITIONS: 1. FURNISH: OBTAIN AND DELVER TO ON -SITE STORAGE IN ORIGINAL FACTORY PACKAGING. 2. INSTALL: UNPACK, MOVE TO FINAL LOCATION, MAKE CONNECTIONS, AND PLACE INTO FINAL SERVICE. 3. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. PRO CT: I. PROTECT EXISTING STRUCTURES AND EQUIPMENT DURING THE EXECUTION OF THIS CONTRACT. 2. REPAIR AREAS AFFECTED BY WORK TO THEIR ORIGINAL CONDITION OR BETTER. COORDItT R: I. PRIOR TO ORDERING, FABRICATING, OR INSTALLING WORK, COORDINATE ELECTRICAL WORK WITH WORK OF OTHER SUBCONTRACTORS AND WITH CONTRACTORS HIRED DIRECTLY BY THE OWNER. EXAMPLES OF WORK 13Y OTHERS INCLUDE BUT ARE NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND REFRIGERATION. WHERE CONFLICTS OCCUR, RESOLVE THEM PRIOR TO FABRICATION AND INSTALLATION. 2. COORDINATE ARRANGEMENT, MOUNTING, AND SUPPORT OF ELECTRICAL EQUIPMENT SO CONNECTING RACEWAYS WILL BE CLEAR OF OBSTRUCTIONS AND OF THE WORKING AND ACCESS SPACE OF OTHER EQUIPMENT. �)N1610 - GENERAEE[TRLB...REQUIR 3. ENCLOSED SWITCHES SHAD. BE MANUFACTURED BY CUTLER -HAMMER, GENERAL 3. REFER TO THE MECHANICAL SHEETS FOR THE EXACT LOCATION OF THE MECHANICAL ELECTRIC, SIEMENS, OR SQUARE D. EQUIPMENT COORDINATE LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN, VERIFY EXACT REQUIREMENTS (E.G., BREAKER, BRANCH CIRCUIT, DISCONNECT, ETC.) NEEDED FOR EACH PIECE OF MECHANICAL EQUIPMENT WITH THE MECHANICAL PLANS AND WITH THE MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 4. DURING INSTALLATION, RESOLVE CONFLICTS AND MAKE CHANGES RESULTING FROM LACK OF CONTRACTOR COORDINATION WITH NO CHANGE TO THE CONTRACT PRICE. 5. LOCATIONS AND SIZES OF SERVICE CONNECTIONS TO EQUIPMENT, FLOOR AND WALL OPENINGS, SUPPORTS, CONCRETE PADS, FOUNDATIONS, SPACE ARRANGEMENTS, ELECTRICAL POWER, AND OTHER . SIMILAR PROVISIONS FOR "BASIS OF DESIGN" EQUIPMENT ARE BASED ON PRELIMINARY INFORMATION AVAILABLE DURING DESIGN TO SHOW DESIGN INTENT AND SPACE ALLOCATION. ACTUAL CONDITIONS MAY VARY DEPENDING ON CONFIGURATION OF PURCMSE0 EfIfVDENT. PRIOR TO INITIATING WORK, VERIFY ABOVE TYPES OF INFORMATION FROM EQUIPMENT DRAWINGS CERTIFIED FOR MANUFACTURE BY RESPECTIVE EQUIPMENT MANUFACTURERS. MAKE MODIFICATIONS FROM WHAT IS SHOWN IN CONSTRUCTION DOCUMENTS TO PROVIDE SUCCESSFUL EQUIPMENT INSTALLATION WITH NO CHANGE IN CONTRACT PRICE. SUBMIT A SCHEDULE OF SUCH CHANGES FOR REVIEW PRIOR TO INITIATING WORK. DOCUMENT REVIEWED CHANGES ON RECORD DRAWINGS. 6. NOTIFY THE ENGINEER IN WRITING OF EXISTING CONDITIONS DIFFERING FROM THOSE SHOWN IN CONTRACT DOCUMENTS. THE ENGINEER WILL EVALUATE THE DIFFERENCES, AND IF NECESSARY, REDESIGN FOR THE CONDITIONS FOUND. 7. DO NOT SCALE OFF CONSTRUCTION DOCUMENTS. COORDINATE INSTALLATION WITH FIELD CONDITIONS. 8. WHERE BUILDING ELEMENTS (FOR EXAMPLE, DOOR FRAMES, PORTIONS OF WALLS, PORTIONS OF FLOORS, ETC.) HINDER REMOVAL OF EXISTING OR INSTALLATION OF NEW EQUIPMENT, REMOVE AND REPLACE SUCH ELEMENTS. UPON SUBSTANTIAL COMPLETION, ENSURE BUILDING ELEMENTS MATCH THEIR ORIGINAL CONDITIONS. 9. PROVIDE APPROPRIATE PROVISIONS FOR EXPANSION OR MOVEMENT OF RACEWAYS. 10. GIVE RIGHT OF WAY TO PIPING AND OTHER SYSTEMS INSTALLED AT A REQUIRED SLOPE. 11. COORDINATE ROOF WORK WITH OWNER TO MAINTAIN WARRANTY OF ROOFING SYSTEM. 12. COORDINATE ANY FIRE DETECTION WITH OWNER AND AUTHORITY HAVING JURISDICTION. 13. PROVIDE POWER WIRING TO EQUIPMENT SUPPLIED BY OTHER DIVISIONS. PROVIDE LINE -VOLTAGE SUPPLY AND INTERLOCK WIRING. TO CONTROL EQUIPMENT SUPPLIED BY OTHER DIVISIONS. WHERE REQUESTED BY OTHER DIVISIONS, PROVIDE LOW -VOLTAGE CONTROL AND INTERLOCK WIRING TO CONTROL EQUIPMENT SUPPLIED BY THOSE DIVISIONS. PROVIDE SERVICEABILITY, I. PROVIDE CEILING ACCESS PANELS TO ENABLE ACCESS TO DEVICES REQUIRING SERVICE OR OPERATION. COORDINATE LOCATION OF ACCESS PANELS AND DOORS FOR ELECTRICAL ITEMS THAT ARE BEHIND FINISHED SURFACES OR OTHERWISE CONCEALED. 2. PROVIDE SERVICE CLEARANCES AROUND EQUIPMENT AS RECOMMENDED BY EQUIPMENT MANUFACTURER. ADDRESS PENETRATIONS: 1. IN FIRE RATED BARRIERS, PROVIDE FIRE STOPPING ASSEMBLIES LISTED BY A RECOGNIZED INDEPENDENT TESTING LABORATORY AND MATCHED TO FIELD CONDITIONS. MAINTAIN FIRE RATING OF SURFACE PENETRATED. CONTROL Qum I. RECORD ALL DRAWING MODIFICATIONS AND SPECIFICATION MODIFICATIONS IN ADDENDUM(S) ON THE APPROPRIATE DRAWING(S). 2. ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NECA 1 AND APPROPRIATE LOCAL AND NATIONAL ELECTRICAL AND BUILDING CODES. 3. TAKE RESPONSIBILITY FOR EQUIPMENT CHECK -IN, SAFEKEEPING, AND DAMAGE PREVENTION. 4. UNSPECIFIED EQUIPMENT OR SYSTEMS SHALL BE REPRESENTED BY DULY AUTHORIZED DISTRIBUTORS WITH SERVICE DEPARTMENTS REGULARLY ENGAGED IN THE MAINTENANCE AND INSTALLATION OF THESE SYSTEMS AND EQUIPMENT. SUCH SERVICE DEPARTMENTS SHALL REGULARLY STOCK STANDARD REPLACEMENT PARTS AND EQUIPMENT AND SHALL BE LOCATED WITHIN A REASONABLE DISTANCE FROM THE INSTALLATION SITE. 5. WHENEVER A MATERIAL, ARTICLE, OR PIECE OF EQUIPMENT IS IDENTIFIED ON THE DRAWINGS BY REFERENCE TO MANUFACTURERS, VENDORS NAMES, TRADE NAMES, CATALOG NUMBERS, OR THE LIKE, IT IS SO IDENTIFIED FOR THE PURPOSE OF ESTABLISHING A STANDARD. MATERIALS, ARTICLES, OR PIECES OF EQUIPMENT FROM OTHER MANUFACTURERS OR VENDORS, WHICH WILL ADEQUATELY PERFORM THE DUTIES IMPOSED BY THE GENERAL DESIGN, WILL BE CONSIDERED EQUALLY ACCEPTABLE PROVIDED THEY ARE OF EQUAL SUBSTANCE, APPEARANCE, AND FUNCTION. 6. MEASURE INDICATED MOUNTING HEIGHTS TO BOTTOM OF UNIT FOR SUSPENDED ITEMS AND TO CENTER OF UNIT FOR WALL -MOUNTING ITEMS. 7. IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED, ARRANGE AND INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM. 8. INSTALL EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS OF BOTH ELECTRICAL EQUIPMENT AND OTHER NEARBY INSTALLATIONS. CONNECT IN SUCH A WAY AS TO FACILITATE FUTURE DISCONNECTING WITH OTHER ITEMS IN THE VICINITY. 9. ALL LIGHTING, RECEPTACLE AND EQUIPMENT BRANCH CIRCUITS SHALL BE 2 NO. 12 AND 1 NO. 12 GROUND UNLESS OTHERWISE SPECIFIED ON THE PLANS OR SCHEDULES. SIZE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC 250.122. 10. MARK ALL RECEPTACLES WITH A TAG IDENTIFYING THE PANEL AND BREAKER SUPPLYING EACH RECEPTACLE. TAG SHALL BE PLACED ON INSIDE -FACE OF RECEPTACLE COVERPLATE. 11. ALL MULTIPLE CIRCUIT CONDUITS SHALL INCLUDE AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH CIRCUIT. 12. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE. 13. TWIST -ON WIRE CONNECTORS SHALL BE USED FOR 40 AMP OR LESS CIRCUITS IDEAL "WING -NUT" OR EQUAL CONNECTORS. 14. MINIMUM RACEWAY SIZE SHALL BE 1/2" TRADE SIZE. 15. MAXIMUM LENGTH OF UNSUPPORTED FLEXIBLE CONDUIT SHALL BE 6 FT. 16, CONDUIT SHALL BE SUPPORTED AT REQUIRED DISTANCES WITH RUST -PROOF ONE -HOLE STRAPS. TiE-WRAP SUPPORTS ARE NOT ALLOWED. 17. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AS REQUIRED TO ALL ANCILLARY SYSTEM COMPONENTS INCLUDING, BUT NOT LIMITED TO, HVAC DAMPERS, FIRE PROTECTION HAMPERS, DOOR HOLD -OPEN DEVICES, TRAP PRIMER SYSTEMS AND PLUMBING FIXTURES. CLOSEOUT: 1. GUARANTEE SYSTEMS (PARTS AND LABOR) FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. 2. PROVIDE OPERATING AND MAINTENANCE MANUALS IN PDF FORMAT. MANUALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, PRODUCT DATA SHEETS, SHOP DRAWINGS, WIRING DIAGRAMS, OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT, ACCESSORIES, LIGHTING FIXTURES, OCCUPANCY CONTROLS AND RECOMMENDED SPARE PARTS LISTS. 3. IMMEDIATELY BEFORE TURNING SYSTEMS OVER TO OWNER, DEMONSTRATE FULL AND PROPER SYSTEMS OPERATIONS TO OWNER. IMMEDIATELY BEFORE DEMONSTRATION, PROPERLY AND FULLY RE -LUBRICATE EQUIPMENT. 4. UPON COMPLETION OF WORK, REMOVE ALL SURPLUS MATERIALS AND RUBBISH. MAKE REQUIRED PATCHING AND REPAIRS OF OTHER TRADES' WORK THAT YOU DAMAGED. LEAVE THE PREMISES IN A CLEAN AND ORDERLY CONDITION. ELECTRICAL DRAPING INDEX EO.1 GENERAL ELECTRICAL NOTES, SPECS, AND SYKSOLS E1.0 ELECTRICAL PLANS E2.0 ELECTRICAL DETAILS AND SCHEDULES A SUBMITTALS - SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT/ENGINEER FOR THE FOLLOWING ITEMS OF ELECTRICAL EQUIPMENT: a) WIRING DEVICES. b) ENCLOSED SWITCHES. c) LIGHTING FIXTURES. d) FIRE ALARM 2. SHOP DRAWINGS INCLUDE FABRICATION AND INSTALLATION DRAWINGS, DIAGRAMS, SCHEDULES AND OTHER DATA SPECIFICALLY PREPARED FOR THE PROJECT. INCLUDE DIMENSIONS AND NOTATIONS SHOWING COMPLIANCE IMAM! SPEV#)ED STAWMD,z UNLESS OTHERWISE NOTED, SUBMIT A MINIMUM OF SIX (6) COPIES OF SHOP DRAWINGS FOR REVIEW. 3. ARCHITECT/ENGINEER WILL REVIEW OR TAKE APPROPRIATE ACTION FOR SUBMITTALS. REVIEW IS ONLY TO DETERMINE GENERAL CONFORMANCE WITH DESIGN SHOWN IN CONTRACT DOCUMENTS. REVIEW OF SUBMITTALS SHALL NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR DEVIATION FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FROM ERRORS OR OMISSIONS WITHIN SUBMITTAL. B. DEMONSTRATION AND TRAINING - INSTRUCT OWNER'S PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN ELECTRICAL SYSTEMS. SCHEDULE TRAINING WITH OWNER WITH AT LEAST SEVEN DAYS' ADVANCE NOTICE. C. STARTING AND ADJUSTING - START AND TEST ALL EQUIPMENT AND OPERATING COMPONENTS TO CONFORM PROPER OPERATION. TEST AND ADJUST ALL SYSTEMS TO ACHIEVE DESIGNED CAPACITY AND PERFORMANCE. ALL EQUIPMENT AND SYSTEMS DISCREPANCIES SHALL BE CORRECTED PRIOR TO FINAL ACCEPTANCE. A. QUALITY ASSURANCE - ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70. ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR LIMITED USE. B. COORDINATION - COORDINATE CHASES, SLOTS, INSERTS, SLEEVES, AND OPENINGS WITH GENERAL CONSTRUCTION WORK AND ARRANGE IN BUILDING STRUCTURE DURING PROGRESS OF CONSTRUCTION TO FACILITATE THE ELECTRICAL INSTALLATIONS THAT FOLLOW. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLING ELECTRICAL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. COORDINATE INSTALLING LARGE EQUIPMENT REQUIRING POSITIONING BEFORE CLOSING IN THE BUILDING. C. CONDUCTORS - ALL CONDUCTORS SHALL BE INSTALLED IN RACEWAYS. CONDUCTORS FOR PILOT AND CONTROL CIRCUITS SHALL BE #14. ALL OTHER CONDUCTORS SHALL BE #12 OR LARGER. T. CONDUCTORS, NO. 12 AWG AND SMALLER: SOLID OR STRANDED COPPER 2. CONDUCTORS, LARGER THAN N0. 12 AWG: STRANDED COPPER 3. INSULATION: RATED AT 90 DEG. C MINIMUM, THWN-2/THHN. 4. WIRE CONNECTORS AND SPLICES: UNITS OF SIZE, AMPAC(TY RATING, MATERIAL, TYPE, AND CLASS SUITABLE FOR SERVICE INDICATED. 5. MC CABLE PERMITTED ONLY WHERE CONCEALED. D. RACEWAYS - MINIMUM RACEWAY SIZE SHALL BE 1/2". RACEWAY TYPES AND APPLICATIONS SHALL BE AS FOLLOWS: I. ELECTRICAL METALLIC TUBING (EMT): ANSI C80.3, ZINC -COATED STEEL WITH SET -SCREW OR COMPRESSION FITTINGS. EMT SHALL BE USED FOR ALL EXPOSED INTERIOR APPLICATIONS. 2. LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC): ZINC -COATED STEEL WITH SUNLIGHT RESISTANT AND MINERAL -OIL -RESISTANT PLASTIC JACKET. LFMC SHALL BE USED FOR CONNECTIONS TO VIBRATING EQUIPMENT OR IN WET OR DAMP LOCATIONS. 3. RACEWAY FITTINGS: SPECIFICALLY DESIGNED FOR THE RACEWAY TYPE WITH WHICH USED. E. JUNCTION AND DEVICE BOXES - MINIMUM BOX SIZE SHALL BE 4" SQUARE WITH EXTENSION OR PLASTER RING AS REQUIRED. BOX TYPES AND APPLICATIONS SHALL BE AS FOLLOWS. 1. SHEET METAL BOXES: NEMA OS 1 GALVANIZED STEEL SHEET METAL BOXES SHALL BE USED FOR ALL SURFACE MOUNTED APPLICATIONS AND FLUSH MOUNTING IN GYPSUM OR PLASTER WALLS. R ELECTRICAL IDENTIFICATION - ALL CONDUCTORS SHALL BE COLOR CODED THROUGHOUT THE INSTALLATION. COLOR CODING SHALL BE AS PRESCRIBED BY ANSI A13.1 AND NFPA 70. 1. PROVIDE ENGRAVED -PLASTIC LABELS FOR ALL DISCONNECT SWITCHES, PANELBOARDS, AND CONTROL DEVICES. LABELS SHALL BE MELAMINE PLASTIC LAMINATE ENGRAVING STOCK WITH 3/8" ENGRAVED LETTERING AND SHALL BE PUNCHED OR DRILLED FOR MECHANICAL FASTENERS. G. FIRESTOPPING - APPLY FIRE STOPPING TO CABLE AND RACEWAY PENETRATIONS OF FIRE -RATED FLOOR AND WALL ASSEMBLIES TO ACHIEVE FIRE -RESISTANCE RATING OF THE ASSEMBLY. H. CUTTING AND PATCHING - CUT, CHANNEL, CHASE, AND DRILL FLOORS, WALLS, PARTITIONS, CEILINGS, AND OTHER SURFACES REQUIRED TO PERMIT ELECTRICAL INSTALLATIONS. PERFORM CUTTING BY SKILLED MECHANICS OF TRADES INVOLVED. 1. REPAIR AND REFINISH DISTURBED FINISH MATERIALS AND OTHER SURFACES TO MATCH ADJACENT UNDISTURBED SURFACES. INSTALL NEW FIREPROOFING WHERE EXISTING FIRE STOPPING HAS BEEN DISTURBED. REPAIR AND REFINISH MATERIALS AND OTHER SURFACES BY SKILLED MECHANICS OF TRADES INVOLVED. SECTION 16140 - WIRING DEVICES A GENERAL - DEVICES SHALL BE INSTALLED PLUMB AND SECURE. UNLESS OTHERWISE INDICATED, FLUSH MOUNT WIRING DEVICES WITH LONG DIMENSIONS VERTICAL, AND GROUNDING TERMINAL OF RECEPTACLES ON BOTTOM. 1. UNLESS OTHERWISE INDICATED WIRING DEVICES SHALL BE MOUNTED AT THE FOLLOWING HEIGHTS, MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICES. a) WALL SWITCHES AND WALL BOX DIMMERS = 44" b) RECEPTACLES = 16' 2. GROUP ADJACENT DEVICES UNDER SINGLE MULTI -GANG WALL PLATES. 3. WIRING DEVICES SHALL BE MANUFACTURED BY PASS AND SEYMOUR, LEVITON, HUBBELL, OR COOPER. B. RECEPTACLES -DUPLEX RECEPTACLES SHILL BE SPECIFICATION GRADE 20 AMPERE, 120 VOLT. 1. GROUND FAULT CIRCUIT INTERRUPTING (GFCI) RECEPTACLES SHALL BE NON -FEED -THROUGH TYPE. 2. RECEPTACLES SERVING OWNER FURNISHED EQUIPMENT SHALL HAVE CONFIGURATION TO MATCH THAT OF EQUIPMENT PLUG. C. SWITCHES - SNAP SWITCHES SHALL BE SPECIFICATION GRADE, QUIET TYPE, SINGLE POLE, TWO POLE, OR THREE-WAY TO SUIT CONNECTIONS. 1. WALL BOX DIMMERS SERVING INCANDESCENT LOADS SHALL BE MODULAR, 12OV, 60HZ WITH ELECTROMAGNETIC FILTER AND CONTINUOUSLY ADJUSTABLE SLIDER WITH PRESET. 2. WALL BOX DIMMERS SERVING FLUORESCENT LOADS SHALL BE MODULAR WITH CONTINUOUSLY ADJUSTABLE SLIDER WITH PRESET AND SHALL BE COMPATIBLE WITH DIMMING BALLAST USED. DIMMER -BALLAST COMBINATION SHALL BE CAPABLE OF CONSISTENT DIMMING TO A MAXIMUM OF 10 PERCENT OF FULL BRIGHTNESS. 3. INSTALL WALL BOX DIMMERS TO ACHIEVE INDICATED RATING AFTER DE -RATING FOR GANGING AS INSTRUCTED BY THE MANUFACTURER. DO NOT SHARE NEUTRAL CONDUCTOR ON LOAD SIDE OF DIMMERS. 4. WALL BOX DIMMERS SHALL. BE LUTRON NOVA T SERIES OR EQUAL D. DEVICE COLOR - COLOR SHALL BE BROWN UNLESS OTHERWISE INDICATED OR REQUIRED BY CODE. E. WALL PLATES - PLATES SHALL BE OIL -RUBBED BRASS IN SINGLE AND COMBINATION TYPES TO MATCH CORRESPONDING WIRING DEVICES ON THE RETAIL FLOOR AND TYPE 302 SATIN STAINLESS STEEL IN THE BACK OF HOUSE AREAS. SECTION 16424 ENCL= WMHES A. ENCLOSED SWITCHES - ENCLOSED SWITCHES SHALL BE GENERAL -DUTY GRADE WITH LOCKABLE HANDLE. SWITCHES SHALL BE FUSIBLE UNLESS OTHERWISE INDICATED AND SHAM. HAVE CUPS TO ACCOMMODATE FUSE SIZES INDICATED ON THE DRAWINGS. I. EXTERIOR MOUNTED SWITCHES SHALL BE NEMA 3R RATED AND SHALL BE BOLTED CLOSED. 2. CARTRIDGE FUSES SHALL BE CLASS DUEL -ELEMENT TIME DELAY, CLASS 'RK-1' BUSMAN LOW PEAK. EQUIVALENT FUSES AS MANUFACTURED BY GOULD SHAWMUT, LITTLEFUSE, OR GE ARE ACCEPTABLE A. FIXTURES AND FIXTURE COMPONENTS - ALL METAL PARTS AND COMPONENTS SHALL BE FREE FROM BURRS, SHARP CORNERS AND EDGES. ALL FIXTURES SHALL BE SHIPPED PRE -WIRED AND READY FOR MOUNTING. 1. DOORS, FRAMES, AND OTHER INTERNAL ACCESS MECHANISMS SHALL BE SMOOTH OPERATING, FREE FROM LIGHT LEAKAGE UNDER OPERATING CONDITIONS, AND ARRANGED TO PERMIT RELAMPING WITHOUT USE OF TOOLS. B. FLUORESCENT LA IP BU ASTS - a4l.,L.+4,ST$ SWL BE WID START ELECW/C TIME WITH A TOTAL HARMONIC DISTORTION RATING OF LESS THAN 10 PERCENT AND A SOUND RATING OF A. C. EMERGENCY LIGHTING UNITS - UNIT SHALL BE A SELF-CONTAINED UNIT WITH SEALED, MAINTENANCE -FREE, LEAD -ACID TYPE WITH MINIMUM 5-YEAR NOMINAL LIFE AND FULLY AUTOMATIC, SOLID-STATE TYPE CHARGER WITH SEALED TRANSFER RELAY. 1. RELAY SHALL AUTOMATICALLY TURN LAMP(S) ON WHEN SUPPLY CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. LAMP AUTOMATICALLY DISCONNECTS FROM BATTERY WHEN VOLTAGE APPROACHES DEEP -DISCHARGE LEVEL WHEN NORMAL VOLTAGE IS RESTORED, RELAY DISCONNECTS LAMPS, AND BATTERY IS AUTOMATICALLY RECHARGED AND FLOATED ON CHARGER. D. EMERGENCY FLOURESCENT POWER SUPPLY UNIT - UNIT SHALL BE A SELF-CONTAINED, MODULAR, BATTERY -INVERTER UNIT FACTORY MOUNTED WITH FIXTURE BODY, 1100 LUMEN OUTPUT MINIMUM. I. FIXTURE SHALL BE PROVIDED WITH A TEST SWITCH AND LIGHT -EMITTING DIODE INDICATOR LIGHT WHICH IS VISIBLE AND ACCESSIBLE WITHOUT OPENING FIXTURE OR ENTERING CEILING SPACE 2. BATTERY SHALL BE A SEALED, MAINTENANCE -FREE, NICKEL -CADMIUM TYPE WITH MINIMUM 5-YEAR NOMINAL LIFE WITH FULLY AUTOMATIC, SOLID-STATE; CONSTANT -CURRENT TYPE CHARGER. 3. RELAY SHALL AUTOMATICALLY ENERGIZE LAMP FROM UNIT WHEN NOMINAL SUPPLY CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. WHEN NORMAL VOLTAGE IS RESTORED, RELAY DISCONNECTS LAMP, AND BATTERY IS AUTOMATICALLY RECHARGED AND FLOATED ON CHARGER. E. LAMPS - LAMPS SHALL BE INSTALLED IN EACH FIXTURE. LAMPS SHALL BE LOW MERCURY TYPE CAPABLE OF DISPOSAL IN LANDFILL WITHOUT SPECIAL FEES. 1. FLUORESCENT LAMPS SHALL HAVE A COLOR TEMPERATURE OF 3500K AND A MINIMUM COLOR -RENDERING INDEX OF 85 CRI, UNLESS OTHERWISE INDICATED. INCANDESCENT LAMPS SHALL BE RATED AT 130 VOLTS. F. FINISHES - FIXTURE FINISHES SHALL BE MANUFACTURE'S STANDARD, UNLESS OTHERWISE INDICATED. PAINTED FINISHES SHALL BE APPLIED OVER CORROSION -RESISTANT TREATMENT OR PRIMER, FREE OF DEFECTS. METALLIC FINISHES SHALL BE CORROSION RESISTANT. G.000UPANCY SENSORS - SENSOR ADAPTS OR "LEARNS' PATTERNS OF USE SPECIFIC TO CONTROLLED SPACE TO REDUCE FALSE SWITCHING. 1. CEILING SENSORS: DUAL TECHNOLOGY WITH INFRARED AND ULTRASONIC 32KHZ OR 40KHZ SENSORS INTEGRATED INTO ONE HOUSING. 360 DEGREE FIELD OF VIEW WITH A NOMINAL COVERAGE OF 2,000 SQUARE FEET PER SENSOR. SENSORS SHALL MOUNT TIGHT TO CEILING SURFACE AND SHALL HAVE A WHITE FINISH. PROVIDE ASSOCIATED POWER PACKS FOR SENSORS POWER AND LOAD SWITCHING RELAYS. 2. WALL BOXES SENSORS: PASSIVE INFRARED WITH 180 DEGREE ADJUSTABLE FIELD OF VIEW WITH MINIMUM COVERAGE OF 2,100 SQUARE FEET. PUSHBUTTON ON SENSOR FACE PROVIDES MANUAL ON/MANUAL OFF LOAD CONTROL LOAD MAY BE MANUALLY TURNED ON 4R OFF AT ANY TIME. MOUNT IN WALL BOX WITH DECORATOR STYLE FACEPLATE, SENSOR SHALL HAVE GRAY FINISH WITH 302 STAINLESS STEEL PLATE. INTEGRAL SWITCH IN SENSOR HOUSING SHALL BE RATED FOR 180OW BALLAST OR INCANDESCENT LOAD AT 12OV, 4000W BALLAST LOAD AT 277V, AND 9 HP MOTOR LOADS AT 12OV, 3. ADJUST OCCUPANCY SENSORS TAILORED TO ACTUAL USE CONDITIONS OF CONTROLLED SPACE. MAKE ADJUSTMENTS BEFORE AND AFTER OWNER HAS OCCUPIED SPACE. H.INSTAL.LATION - FIXTURES SHALL BE SET LEVEL, PLUMB, AND SQUARE WITH CEILING AND WALLS, AND SECURED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTAL MATERIALS. I. FIXTURES IN OR ON GRID -TYPE SUSPENDED CEILINGS SHALL BE SUPPORTED WITH SUPPORT CUPS AND A MINIMUM OF FOUR CEILING SUPPORT SYSTEM RODS OR WIRES FOR EACH FIXTURE, LOCATED NOT MORE Ttm 6 INCHES FROM FIXTURE CORNERS. 2. FIXTURES OF SIZES LESS THAN CEILING GRID SHALL BE ARRANGED AS INDICATED 4N REFLECTED CEILING PLANS OR CENTER IN ACOUSTICAL PANEL., AND SUPPORTED INDEPENDENTLY WITH AT LEAST TWO 3/4" METAL CHANNELS SPANNING AND SECURED TO CEILING TEES. A SUBMISSION TO AUTHORITIES HAVING JURISDICTION - SUBMIT TO AUTHORITIES RAVING JURISDICTION. INCLUDE COPIES OF ANNOTATED CONTRACT DRAWINGS AS NEEDED TO DEPICT COMPONENT LOCATIONS TQ FACILITATE REVIEW. RESUBMIT IF REQUIRED TO MAKE CLARIFICATIONS OR REVISIONS TO OBTAIN APPROVAL ON RECEIPT OF COMMENTS FROM AUTHORITIES HAVING JURISDICTION, SUBMIT THEM TO ENGINEER FOR REVIEW. B. MANUAL PULL STATIONS - MANUAL PULL STATIONS SHALL BE SINGLE ACTION TYPE FABRICATED OF METAL OR PLASTIC AND FINISHED IN RED WITH MOLDED, RASED -LETTER OPERATING INSTRUCTIONS OF CONTRASTING COLOR. I. PROVIDE EACH MANUAL PULL STATION WITH A FACTORY -FABRICATED CLEAR PLASTIC ENCLOSURE, HINGED AT THE TOP TO PERMIT LIFTING FOR ACCESS TO INITIATE AN ALARM. LIFTING THE COVER AGNATES AN INTEGRAL BATTERY -POWERED AUDIBLE HORN INTENDED TO DISCOURAGE FALSE ALARM OPERATION. 2. MANUAL PULL STATIONS SHALL BE MOUNTED SEMI -FLUSH IN RECESSED BACK BOXES AT 48" A.F.F C. SMOKE DETECTORS - SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE WITH INTEGRAL LED INDICATING LIGHT AND ADJUSTABLE SENSITIVITY SETTINGS. 1. DUCT SMOKE DETECTOR SHALL BE IONIZATION TYPE WITH SAMPLING TUBE SIZED AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC DUCT SIZE, AIR VELOCITY, AND INSTALLATION CONDITIONS WHERE APPLIED. 2. PROVIDE FAN SHUTDOWN RELAY(S) RATED TO INTERRUPT FAN MOTOR -CONTROL CIRCUIT WHERE REQUIRED. D. NOTIFICATION APPLIANCES - DEVICES SHALL BE COMBINATION TYPE WITH FACTORY -INTEGRATED AUDIBLE AND VISIBLE DEVICES IN A SINGLE -MOUNTING ASSEMBLY. FINISH SHALL BE WHITE UNLESS PROHIBITED BY LOCAL OR STATE CODE. I. AUDIBLE ALARM DEVICE SHALL BE ELECTRIC -VIBRATING -POLARIZED TYPE HORN WITH PROVISION FOR HOUSING THE OPERATING MECHANISM BEHIND A GRILL. HORNS PRODUCE A SOUND -PRESSURE LEVEL OF 90 DB, MEASURED 10 FEET FROM THE HORN. 2. VISIBLE ALARM DEVICES SHALL BE XENON STROBE LIGHTS LISTED UNDER UL 1971 WITH CLEAR OR NOMINAL WHITE POLYCARBONATE LENS. THE WORD "FIRE" SHALL BE ENGRAVED IN MINIMUM 1-INCH HIGH LETTERS ON THE LENS. UNIT CANDEIA OUTPUT SHALL MEET THE STROBE LAYOUT. 3. NOTIFICATION DEVICES SHALL BE MOUNTED AT 82" A.F.F. OR 6" BELOW FINISHED CEILING WHICHEVER IS LOWER. E. WIRE - WIRING SHALL BE AS FOLLOWS UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER OR REQUIRED BY THE AUTHORITY HAVING JURISDICTION: a) NON -POWER -LIMITED CIRCUITS: SOLID -COPPER CONDUCTORS WITH 600-V RATED, 75 DEGREE C, COLOR -CODED INSULATION. b) LOW -VOLTAGE CIRCUITS: NO. 16 AWG MINIMUM. c) LINE -VOLTAGE CIRCUITS: NO. 12 AWG MINIMUM. d) POWER -LIMITED CIRCUITS: NFPA 70, TYPES FPL., FPLR, OR FPLP, AS RECOMMENDED BY MANUFACTURER. 2. FIRE ALARM WIRING SHALL BE INSTALLED IN RACEWAY. CONCEAL RACEWAY EXCEPT IN UNFINISHED SPACES AND AS INDICATED. F: MANUFACTURERS - SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: CERBERUS PYROTRONICS, EDWARDS SYSTEMS TECHNOLOGY, NOTIFIER, SIMPLEX, FIRE-LITE, AND FIREGAURD. G. FIELD SERVICE AND TESTING - ENGAGE: A FACTORY-AUTHORIZIED SERVICE REPRESENTATIVE TO INSPECT FIELD -ASSEMBLED COMPONENTS AND CONNECTIONS AND TO SUPERVISE PRETESTING, TESTING, AND ADJUSTMENT OF THE SYSTEM. REPORT RESULTS IN WRITING. TEST THE SYSTEM ACCORDING TO PROCEDURES OUTLINED W NFPA 72. CORRECT DEFICIENCIES INDICATED BY TESTS AND COMPLETELY RETEST WORK AFFECTED BY SUCH DEFICIENCIES. I. OCCUPANCY ADJUSTMENTS: WHEN REQUESTED WITHIN ONE YEAR OF DATE OF SUBSTATION COMPLETION, PROVIDE ON -SITE ASSISTANCE IN ADJUSTING SOUND LEVELS, CONTROLS, AND SENSITIVITIES TO SUIT ACTUAL OCCUPIED CONDITIONS. PROVIDE UP TO TWO REQUESTED VISITS TO PROJECT SITE FOR THIS PURPOSE. WIRING DEVICE SYMBOLS MOUNTING CEILING WALL FLOORDESCRIPTION 0 Q) SIMPLEX RECEPTACLE (NEMA 5-20R) C OF DUPLEX RECEPTACLE (NEMA 5-20R) It FOURPLEX RECEPTACLE (NEMA 5-20R) q?G GROUND FAULT DUPLEX RECEPTACLE (NEMA 5-20R) DEAD -FRONT GFCI RECEPTACLE REMOTE RESET DEVICE qwP WEATHERPROOF RECEPTACLE (NEMA 5-20R) IG ISOLATED GROUND RECEPTACLE (NEMA 5-20R) Q ELECTRONIC CONTROL TRANSFORMER o Q M F JUNCTION BOX I CONTROL DEVICE SYMBOLS I SYMBOL DESCRIPTION CEILING WALL S SINGLE -POLE SWITCH S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH SD SINGLE -POLE DIMMER SWITCH OCCUPANCY SENSOR SWITCH Q PUSH BUTTON STATION j SWITCH/FUSTAT (1-POLE, 12OV, 10) - 1-GANG BOX AND FUSED SWITCH COVER (BUSSMAN BOX COVER #SSU OR APPROVED EQUAL) FUSE PER EQUIP. MFGR REQUIREMENTS UNLESS NOTED OTHERWISE. CONTACTOR (AS NOTED OR SCHEDULED) n TIME CLOCK COMMUNICATION !DATA SYMBOLS ___i MOUNTING DESCRIPTION # INDICATES NUMBER OF JACKS CEILING WAIL FLOOR ' F TELEPHONE OUTLET C p � � F DATA OUTLET 71 OF COMBINATION DATA/TELEPHONE OUTLET ®C 10 ®F TELEVISION OUTLET TELEPHONE TERMINAL BOARD SPEAKER CONDUIT SYMBOLS -................ MOUNTING DESCRIPTION CEILING WALL FLOOR /'� /`_ - --N CONDUIT HOMERUN TO PANEL (ARROWS DENOTE CIRCUITS) /,--",\ iee'� /''^`�-\ CONCEALED CONDUIT =/"-""1L EXPOSED CONDUIT - - ] CONDUIT STUB LOCATION - - CONDUIT RISER (TURNED UP) -----® - - CONDUIT TURNED DOWN LIGHTING SYMBOLS MOUNTING DESCRIPTION CEILING WALL POLE # INDICATES TYPE IN FIXTURE SCHEDULE 2x4 TROFFER STYLE FLUORESCENT FIXTURE Lu 2x2 TROFFER STYLE FLUORESCENT FIXTURE V�i 1x4 FLUORESCENT FIXTURE F-Q}-I F�] STRIP FLUORESCENT FIXTURE ® � DOWNLIGHT / SCONCE FIXTURE T> RECESSED WALLWASH DOWNLIGHT FIXTURE ® ® SHADING INDICATES A PORTION OF LAMPS ON LIFE t_`®'"I SAFETY, AS NOTED clif t±I BATTERY EMERGENCY LIGHT FIXTURE EXIT LIGHT WITH BATTERY EMERGENCY LIGHT FIXTURE OTC +TO SINGLE FACE EXIT LIGHT (ARROW INDICATES DIRECTION) DOUBLE FACE EXIT LIGHT (ARROW INDICATES DIRECTION) TRACK LIGHTING FIXTURE (LAMPS PER SCHEDULE) FIRE ALARM SYMBOLS SYMBOL DESCRIPTION CEILING WALL ❑F FIRE ALARM MANUAL PULL STATION 01 FIRE ALARM COMBINATION - HORN/STROBE ® q? FIRE ALARM STROBE SMOKE DETECTOR f HEAT DETECTOR ---- DUCT -MOUNTED SMOKE DETECTOR POWER DISTRIBUTION SYMBOLS SYMBOL DESCRIPTION - (N = NEMA SIZE) -- ---- I I I EXISTING PANELBOARD ��_ . - - r- - - I I � . ' NEW PANELBOARD ..- v fn,T . 1,1;* x -0 �] XXX A FUSED DISCONNECT SWITCH EO NF NON -FUSED DISCONNECT SWITCH MOTOR GENERAL NOTES: I. THIS PROJECT MAY NOT USE EVERY SYMBOL OR DEVICE APPEARING IN THESE LEGENDS. 2. ELECTRICAL. WORK SHALL. BE COMPLETED IN ACCORDANCE WITH APPROPRIATE LOCAL AND NATIONAL ELECTRICAL AND BUILDING CODES. 3. CONTRACTOR SHALL REFERENCE SPECIFICATIONS FOR CONSTRUCTION MATERIALS AND INSTALLATION PROCEDURES. THE SPECIFIG.!►.TM ARE PAS OF THE CONSTRUCTION QQQAIN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT / ENGINEER FOR RESOLUTION. 4. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW MATERIALS FOR COMPLETE INSTALLATION. 5. JUNCTION BOXES AND PULL BOXES ARE NOT ALL SHOWN WITHIN THESE DOCUMENTS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING REQUIRED JUNCTION / PULL BOXES TO MEET REQUIREMENTS OF APPROPRIATE LOCAL AND NATIONAL. ELECTRICAL CODES. Ort%- SYMBOL MODIFIERS: "�� E,EX EXISTING K KEY OPERATED M NEW TO . IG ISOLATED GROUND TR TAMPER -RESISTANT E CONNECTION G GROUND FAULT CURRENT INTERRUPTER WP WEATHERPROOF © 2015 A&E NATIONAL, INC. RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BYA & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. [�A & E NATIONAL, INC. I A & E TVA DONAL,- INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 j-w= IT- WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BIT] SET 08/06/2015 PERMIT SET 08/10/2015 I<E CciV`C CITY OF Tiii{IIVILA AUS 1 3 2015 PERMIT CENTER SHEET NUMBER �~ GENERAL NOTES: I �\� I" 1. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION -- r - - -, PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE A-29,31 � � I I � I ADDI� ONAL EXPEN E TOUTHEST FOWNER. ACTUAL FIELD CONDITIONS AT NO HP-1, i - PP-1 I (ON ROOF) I 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING 30/2 1 (TYP) (TYP) CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE r NF LP,G 60/3 5 I i t 4 i 10'-0" (TYP) 1 5'-0" WORK PRIOR TO BIDDING AND START OF THE WORK. NF 10 m,, ,..� -- . --.-,�.,..�.- - --- -- �_�u==-�..,_,,.K�--. --- -� ---��.�. _._. _. _.. ..T--.- 3. REMAIN, WITH SAS _ .. � -LIGHT-LINED G T hT = 4 S S- - S S__- �_.._........_,- - - .._.._......._-- -- .......,....-- 4 REGEssED BOx sA-27 _._I I- - E AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS �-1- -.__ ., _ Imo�-f-' �. �� -I.. _. - -_ _ 5 I: THAT ARE N ARE PERMTTED To BE �48,�tt ONED IN PLACE ONLY 14 IF THE OPENINGS ARE PATCHED, OR PROVIDED WITH BLANK COVERPLATE, VINTAGE 6 AND IF THE CONDUCTORS ARE REMOVED. A-13 A-26,28,30, - - (#10 WIRE) 12 --� i ; ROOM (TYP) i : (Typ�; 102 G' DE EQUIPMENT, DEVICE AND LUMINAIRES T L! ... �'- - --rT 108" - - i POWER TO REMAINING MAINTAIN CONTINUITY OF EXISTING D CIRCUITS AS TO THAT \l REQUIRED N BEING RE _ _-- -- -=- I. I NOT BE MOVED. t .di -- ---? _=,1 ----_: -- ._. , - _ I _ --I A-16 F - I.. 6. COORDINATE ALL DEVICE LOCATIONS AND CIRCUIT ROUTING WITHIN : - - ; r__• I -_ I I I MILLWORK WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. : IL ,�--- ---. :- 7. CONTRACTOR TO PROVIDE ALL LOW VOLTAGE CABLING. COORDINATE ALL STORAGE M SROOM I - "" = _--- _ ---... _ _.__-.•l--_I REQUIREMENTS WITH OWNER. 105 8. TRACK LIGHTS SHALL BE INSTALLED AT A MINIMUM HORIZONTAL DISTANCE ;' APOTHECARY 16 - -- - OF 3'-0" AWAY FROM GROWN MOLDING ON PERIMETER DISPLAY MILLWORK. _ - - GUMMI �, CHOCOLATE �� A-19,21,23 I � (0 j;,A" Ay25 -----_--- _ - FACE EXISTING FIRE - - ALARM CABINET C I.. i ROOM__ ' 104 is - p4f5 - 1 E1.0 2 E1.0 Q6 1 FF - i 777 FA P 1 _ . .... ...- - A-24 ADJAGENT TENANT AREA POWER AND SYSTEMS PLAN SCALE: 1 /4" = VAY LIGHTING PLAN SCALE: 1 /4" = F-0" DESCRIPTION 100 {TYPO 12 7 A-18,20,22 IG 2 TRUFFLE BAR 9 8 101 A-8 A-10 (TYP) ---- 14 I I I !I s S 120 " II S 120 II 10'-0" TYP " TRACK TRACK SWITCH Q DESIGNATION DIMMER SWITCH WITH MANUAL ON/OFF CAPABILITY (A-3) (A-33)LIGHTING 0 0 CIRCUIT DESCRIPTION DOWNLTG PENDANTS CABINETS � B 0 SWITCH "a" "5" DESIGNATION SINGLE POLE LIGHTING SWITCH (A-1) (A-1) (A-5) LIGHTING 0 0 0 CIRCUIT MANUAL TIMED OVERRIDE SWITCH 3 SWITCHPLATE DETAIL 4 E1.0) SCALE: NOT TO SCALE �El.0 A- 12, (VIA C1) ®R EMPLOYEE TIMECLOCK F DATA OUTLET 2" to Q f DUPLEX RECEPTACLE FINISHED FLOOR I I I I I EMPLOYEE TIMECLOCK DETAIL SCALE: NOT TO SCALE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING EQUIPMENT, POWER AND SYSTEMS DEVICES, AND LUMINAIRES LOCATED WITHIN THIS RETAIL SUITE, AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF THE NEW WORK. REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS, SUPPORTS, HANGERS, ETC. THAT ARE NOT SHOWN AND ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. POWER AND SYSTEMS E AG- NOTES: 1. PROVIDE FINAL CONNECTION TO SIGNAGE. COORDINATE LOCATION AND ALL REQUIREMENTS Q WITH SIGN CONTRACTOR PRIOR TO ROUGH -IN. PROVIDE AN APPROPRIATE LOCAL DISCONNECTING MEANS MOUNTED IN AN ACCESSIBLE, INCONSPICUOUS LOCATION THAT IS WITHIN SIGHT OF THE SIGN. EACH SIGN CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND SEPARATE EQUIPMENT GROUNDING CONDUCTOR. 2. PROVIDE A 4'-0" x 4'-0" x 3/4" UL-LABELED FIRE RETARDANT PLYWOOD BACKBOARD FOR TELECOMMUNICATIONS EQUIPMENT. COORDINATE EXACT MOUNTING HEIGHT WITH OWNER. PROVIDE GROUND BAR MOUNTED ON BACKBOARD WITH EQUIPMENT GROUNDING CONDUCTOR CONNECTED TO POWER SYSTEM'S GROUNDING ELECTRODE SYSTEM. 3. MEDIA CABINET IS FURNISHED 13Y OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. INSTALL MEDIA CABINET +8'-0" TO BOTTOM OF CABINET. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. 4. INTERCEPT EXISTING TELECOM CONDUIT SERVING PREVIOUS TENANT FROM LANDLORD'S TELECOM DISTRIBUTION LOCATION AND EXTEND TO NEW TELEPHONE BOARD IN LOCATION SHOWN AS REQUIRED. 5. SEE COMMUNICATIONS ROUGH -IN DETAIL 3/E2.0 FOR ADDITIONAL INFORMATION. 6. PROVIDE DUPLEX RECEPTACLE WITHIN 18" OF THE TOP OF THE SHOW WINDOW PER NEC 210.62. 7. PROVIDE (1) 1-1/2" CONDUIT, WITH PULLSTRING, ALONG BASE OF POS CABINETRY FROM POS COUNTERS OVER TO NEAREST ADJACENT INTERIOR WALL AND UP TO ACCESSIBLE CEILING SPACE FOR TELECOMMUNICATIONS CABLING. COORDINATE EXACT INSTALLATION REQUIREMENTS WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. SEE DETAIL 3/E2A FOR SIMILAR INSTALLATION. 8. PROVIDE QUAD RECEPTACLE AND DATA OUTLET WITHIN BASE OF POS CABINET. RUN CONDUIT WITHIN BASE OF CABINETRY AND OVER TO NEAREST ADJACENT INTERIOR WALL. COORDINATE INSTALLATION REQUIREMENTS WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. SEE ISOLATED GROUND RECEPTACLE DETAIL 2/E2.0 FOR ADDITIONAL INFORMATION. IF NOT EXISTING, PANELBOARD IS TO BE PROVIDED WITH AN INSULATED ISOLATED GROUND BAR IN ADDITION TO THE BONDED EQUIPMENT GROUNDING BAR. 9. PROVIDE DUPLEX RECEPTACLE WITHIN BASE OF CABINETRY FOR REFRIGERATED DISPLAY CASE RUN CONDUIT WITHIN BASE OF CABINETRY AND OVER TO NMEST ADJACENT INTERIOR WALL COORDINATE EXACT INSTALLATION REQUIREMENTS WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. 10. PROVIDE DOORBELL PUSHBUTTON AT STOCK ROOM DOOR IN SERVICE CORRIDOR. PROVIDE A BUZZER AT MANAGER'S DESK AND UNDER POS COUNTER CONNECTED TO DOORBELL SYSTEM. PROVIDE LOW VOLTAGE TRANSFORMER IF REQUIRED FOR A COMPLETE AND OPERABLE INSTALLATION. 11. PROVIDE FLOOR RECEPTACLE CENTERED UNDER DISPLAY TABLE FOR CANDY SCALES. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. 12. OWNER FURNISHED SECURITY CAMERA TO BE INSTALLED BY VENDOR. CONTRACTOR SHALL. RUN CABLE TO CAMERA LOCATION AND LEAVE 3'-O" OF CABLE COILED ABOVE FINISHED CEILING. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH SECURITY VENDOR PRIOR TO ROUGH -IN. 13. PROVIDE FINAL CONNECTION TO EMPLOYEE TIMECLOCK. COORDINATE EXACT MOUNTING HEIGHT AND ALL REQUIREMENTS WITH EQUIPMENT MANUFACTURER AND OWNER PRIOR TO ROUGH -IN. SEE DETAIL 4/E3.0 FOR ADDITIONAL INFORMATION. 14. OWNER FURNISHED AUDIO SYSTEM TO BE INSTALLED BY CONTRACTOR. COORDINATE EXACT LOCATION AND HEIGHT OF WALL MOUNTED SPEAKERS WITH OWNER. HOOK UP SPEAKERS IN PARALLEL AND DAISY CHAIN BACK TO AMPLIFIER IN STOCK ROOM. COORDINATE ALL REQUIREMENTS WITH AUDIO VENDOR PRIOR TO ROUGH -IN. 15. PROVIDE DUPLEX GFCI RECEPTACLE BELOW BACK COUNTER FOR SANITARY LIFT PUMP. COORDINATE EXACT LOCATION AND ALL INSTALLATION REQUIREMENTS WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. 16. DUCT SMOKE DETECTOR AND RELAY FOR HVAC UNIT SUPPLY FAN SHUTDOWN SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE A REMOTE KEYED TEST STATION WITH VISUAL STATUS ANNUNCIATOR WHEN DUCT SMOKE DETECTOR IS INSTALLED IN A CONCEALED LOCATION GREATER THAN 10'-0" ABOVE FINISHED FLOOR OR WHEN DUCT SMOKE DETECTOR'S STATUS INDICATORS ARE NOT READILY VISIBLE. COORDINATE LOCATION OF REMOTE KEYED TEST STATION WITH AUTHORITY HAVING ,JURISDICTION AND OWNER PRIOR TO ROUGH -IN. ALL FINAL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 17. PROVIDE DUPLEX RECEPTACLE FOR RECIRCULATING PUMP CONNECTION. COORDINATE EXACT RECEPTACLE LOCATION IN FIELD, BASED ON 6'-0" CORD AND PLUG LENGTH, WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 18. PROVIDE SWITCHED DUPLEX RECEPTACLE ON TELEPHONE BOARD TO SERVE AUDIO SYSTEM AMPLIFIER FOR MUSIC ON/OFF CONTROL PROVIDE ASSOCIATED SINGLE POLE SWITCH NEAR LIGHTING SWITCHBANK FOR SWITCHED RECEPTACLE CONTROL SEE SWITCHBANK DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 19. CONNECT NEW FIRE ALARM NOTIFICATION APPLIANCES TO EXISTING FIRE ALARM CABINET SERVING TENANT SPACE IN BACK OF HOUSE. LIGHTING E AG NOTES: 1. PROVIDE 7.5-AMP TRACK LIGHTING CURRENT LIMITER WITH LIVE END FEED, NORA: #NT-348W/7.5A. SEE TRACK LIGHTING WIRING DIAGRAM 7/E2.0 FOR ADDITIONAL INFORMATION. 2. PROVIDE LIGHTING CONTROL SWITCHBANK. SEE SWITCHBANK DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. LOWERCASE LETTERS ADJACENT TO LUMINAIRES ON PLANS CORRESPOND TO THE ASSOCIATED SWITCH ON THE SWITCHBANK DETAIL, CONFIRM SWLTCHBANK WILL FIT WITH THIS DESIGNATED AREA AND STACK MULTIPLE SWITCHBANKS AT THIS LOCATION IF A SINGLE SWITCHBANK WILL NOT FIT WITHIN ALLOTTED AREA. PROVIDE IDENTIFICATION AT EACH SWITCH IDENTIFYING LIGHTS SERVED AND INDICATION OF THEIR STATUS. 3. PROVIDE 11MECLOCK "TC-1" AND LIGHTING CONTACTORS -"Cl" AND "C2" FOR AUTOMATIC CONTROL OF INTERIOR LIGHTING. SEE DETAIL 1 /E2.0 FOR ADDITIONAL INFORMATION. 4. PROVIDE 3-WAY STYLE DIMMER SWITCH, LUTRON: NOVA--T, OR EQUAL SEPARATE PER ITAND APPROVAI > U'R� LEGEND E NEW TO EXISTING CONNECTION NEW WORK EXISTING O 2015 A&E NATIONAL, INC. RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BYA & ENATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. I A & E NATIONAL, INC. I A & E NA TIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 DATE: 08110/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 08/10/2015 ELECTRICALLY HELD LIGHTING TIMER CONTACTOR WITH NORMALLY SUPPLY CLOSED CONTACTS IN NEMA 1 ENCLOSURE, TYPICAL CH1 rCH2 �D o- TIMED OVERRIDE SWITCH SET FOR 2 HOURS CIRCUIT A-6 i A-12 > SHOW WINDOW REC A-7 �----�--o � SHOW WINDOW LTG A-2 �--�-�---o � SIGNAGE SPARE I f q-5---�---♦ •----� DISPLAY CABINET' LTG q-1 � GENERAL LIGHTING A-3 }- � TRACK LIGHTING q-33 1 � TRACK LIGHTING SPARE -----.--® L 1 1SPARE - GROUND BLACK -LINE 120VAC WHITE -NEUTRAL ISOLATED GROUND (GRN/YEL WIRE) - ISOLATED GROUND RECEPTACLE POWER (HOT) --� ( gm; 1.) ISOLATED GROUND RECEPTACLE SHALL BE NEMA 5-15R, 15A, 125V, HUBBELL #IG-5262-DUPLEX OR #IG-5261-SIMPLEX, OR APPROVED EQUAL. 2.) TWO GROUND WIRES SHALL BE PULLED TO EACH ISOLATED GROUND RECEPTACLE. CONDUIT IS NOT TO BE USED FOR SYSTEM GROUND. 3.) GROUND WIRES SHALL BE MARKED AS FOLLOWS FOR IDENTIFICATION: a.) ISOLATED GROUND WIRE - GRN/YEL, 12GA, THWN b.) SYSTEM GROUND - GRN, 12GA, THWN NIl O O a� NEUTRAL-j SYSTEM GROUND (GRN WIRE) INSULATING BUSHING PULL STRING LABEL EACH END OF PULL STRING ALL CABLES TO BE PIPED CONTINUOUSLY IN EMT TO WITHIN 6" OF NEAREST CABLE TRAY OR UP TO ABOVE NEAREST ACCESSIBLE CEILING, UNLESS NOTED OTHERWISE ON PLANS PROVIDE 1" CONDUIT TYPICAL, UNLESS NOTED OTHERWISE ON PLANS PROVIDE 5' SQUARE DEEP METAL TELECOM OUTLET BOX, 5" SQUARE SINGLE -GANG EXTENSION RING, AND STAINLESS STEEL BLANK COVERPLATE: rill (BOX: RANDL CAT. #T-55017, EXTENSION RING: RANDL CAT. # D-51GO58) PHONE BOARD BROAD- BAND IN LIGHTING CONTROL DETAIL 2 ISOLATED GROUND RECEPTACLE DETAIL 3 COMMUNICATION ROUGH -IN DETAIL E2.0 SCALE: NOT TO SCALE k.%,E2.0 SCALE: NOT TO SCALE E2.0 SCALE: NOT TO SCALE ��E2.0 woo EXISTING LANDLORD SWITCHBOARD 120/208V, 3�, 4W, (ELEC ROOM) EXISTING DISTRIBUTION SECTION SUITE 652 M EXISTING METER J200/3 200A FUSES EXISTING 4 - #3/0, #6 GROUND, IN 2-1/2" C. 1 225A 1 Dl EXISTING 1 1 PANEL 'A' 1 STOCK ROOM w.w. r �, 6 E2.0 120V H 7 E2.0 EXISTING LANDLORD SWITCHBOARD 120/208V, 3�, 4W, (ELEC ROOM) EXISTING DISTRIBUTION SECTION SUITE 652 M EXISTING METER 200/3 200A FUSES EXISTING 4 -- #3/0, #6 GROUND, IN 2-1/2" C. PANEL 'A' GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL ELECTRICAL MATERIAL AND EQUIPMENT SHOWN ON THE EXISTING ONE LINE DIAGRAM EXISTS AND IS PRESENT IN THE FIELD. REPORT ANY DISCREPANCIES TO THE ENGINEER. DEMOLITION ONE LINE FLAG NOTES: D D1. REMOVE EXISTING ELECTRICAL PANEL SERVING EXISTING TENANT SPACE. EXISTING FEEDERS FED FROM LANDLORD DISTRIBUTION LOCATION SHALL REMAIN TO SERVE NEW PANEL. ONE LINE FLAG NQTES:J 1. PROVIDE NEW ELECTRICAL PANEL FOR TENANT SPACE. CONTRACTOR SHALL INTERCEPT AND EXTEND EXISTING FEEDERS FROM LANDLORD DISTRIBUTION LOCATION AS REQUIRED TO CONNECT TO NEW PANEL INDICATED. ONE LINE DIAGRAMS SCALE: NOT TO SCALE LIMITER I LOAD I LOAD I DIMMER, LUTRON NOVA-T: ITF-I O-WH SH POWER MODULE #1, H LUTRON: #PHPM-WBX-120-WH N ZONE IN a CONTROL NEUTRAL POWER MODULE #2, H LUTRON: #PHPM-WBX-120-WH N ZONE IN ?> CONTROL NEUTRAL DH TRACK LIGHTING WIRING DIAGRAM SCALE: NOT TO SCALE CONVERTER �-- CONNECTOR L--jZj--VI CONTACTOR WALL RELAY SWITCH HOT ®-WHT, TEST VIOLET VIOLET (+) SWITCH EOD<� (NOTE 1) ROWN-o-----BROWN (-) COMMONS T WHITE 6 E2.0 r--------WHT/BL.K BODINE BSL20 EMERGENCY LED DRIVER TLLLUVF--1 LED (+) LED LOAD LED (-) AC DRIVER (-} AC DRIVER (+} ----BLACK AC DRIVER NOTES: 1.) PROVIDE REMOTE TEST SWITCHES FOR SALES AREA EMERGENCY LIGHTS ADJACENT TO SALES SWITCHPLATE AT BACK OF SALES AREA NEAR STOCKROOM ENTRANCE. SEE LIGHTING PLAN AND SWITCHPLATE DETAIL FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. EMERGENCY LED DRIVER WIRING DIAGRAM SCALE: NOT TO SCALE DSL OR CABLE MODEM(S) EQUIPMENT RACK (BACKING) SHOULD BE PRE -INSTALLED BY GC FORTINET NETGEAR ROUTER SWITCH CAT5 POS 1 POS 2 CATS x30--MGR DESK POE SWITCH & """' --- EVERY CAMERA TIMECLOCK CAT5 OTHER CAMERA HDMI EQUIP BACK OFFICE WALL -- MOUNTED CAMERA 1X2 GANG, MONITOR VISIBLE 110V POWER FROM MGR DESK (FLUSH MOUNT) 1 X2 GANG, 110V POWER (FLUSH MOUNT) NOTES: 1.) ALL CAT5 WIRING TO POS STATIONS, MANAGER DESK, AND TIMECLOCK SHOULD TERMINATE IN A BOX WITH A FACEPLATE AND THE APPROPRIATE FEMAILE CONNECTORS INSTALLED. POS CAN BE SURFACE MOUNT. MANAGER DESK AND TIMECLOCK TO BE FLUSH MOUNT. 2.) ALL CAT5 IN EQUIPMENT RACK SHOULD TERMINATE WITH A MALE CONNECTOR. 3.) ALL CAT5 SHOULD BE CORRECTLY LABELED ON BOTH ENDS USING PRE-PRINTED LABELS. DATA WIRING SCHEMATIC DETAIL SCALE: NOT TO SCALE PANEL NAME: A STATUS: NEW LOCATION: STOCKROOM MFR. /TYPE: SQUARED NO NEMA: 1 TRIM: DOOR NO. POLES: 42 BUS MATERIAL.: COPPER NEUTRAL BUS: 100.00% GROUND BUS: 100.00% MOUNTING: SURFACE VOLTAGE: INCOMING: RATINGS: BUS: MAIN CB: FEED-THRU LUGS: MAIN LUGS: INCOMING PHASES: 120/208V 3P, 4W TOP 225A 200A N N/A ABC SUPPLIED FROM: EX. LL DIST. FEEDER CABLE: SEE ONE LINE AVAILABLE SHORT CIRCUIT: VERIFY IN FIELD BUS AIC: 10K MCB AEC: i0K BRANCH AIC: 10K CKT DESCRIPTION NOTES AMPS BRKR PH BRKR AMPS VATYPENOTES DESCRIPTION CKT VAOATYPE 1 GENERAL LIGHTING 4 515 LTG 4.29 20/1 A 20/1 10.00 1200 LTG 3 SIGNAGE 2 3 TFRACKLIGHTING 4 900 LTG 7.50 20/1 B 2011 1 6.00 720 IDATAI 2 MEDIA CABINET QUAD RECEPTS 4 5 DISPLAY CABINET LIGHTING 4 80 LTG 0.67 2011 1 C 20/1 1.67 200 OTH 2 LIGHTING CONTROLS 6 7 SHOW WINDOW LIGHTING 3 168 LTG 1.40 20/1 A 2011 6.40 768 OTH 2 U.C. WINE COOLER 8 9 OPEN MERCHANDISER REFRIG. 2 1725 OTH 14.38 20/1 B 20/1 6.40 768 OTH 2 U.C. WINE COOLER 10 11 OPEN MERCHANDISER REFRIG. 2 1725 OTH 14.38 20/1 C 20/1 3,00 1 360 REC 3 SHOW WINDOW RECEPTS 12 13 BACK OF HOUSE RECEPTS 720 REC 6.00 20/1 A 20/1 4.00 480 OTH 2 STOCKROOM FREEZER 14 15 CANDY SCALES 360 REC 3.00 20/1 B 20/1 1.50 180 REC STOREFRONT RECEPTS 16 17 ITELEPHONE BOARD/MUSICREC 2 540 DATA 4.50 20/1 C 2011 6.00 720 REC 2 POS IG RECEPTS 18 19 AIR HANDLING UNIT-AHU-1 2 553 COOL 4.61 15/3 A 20/1 7.10 852 OTH 2 REFRIGERATED TRUFFLE CASE 20 21 -- 2 553 COOLI 4.61 -- B 2011 7.10 852 OTH 2 REFRIGERATED TRUFFLE CASE 22 23 ----- 2 553 COOL 4.61 -- C 2011 6.00 720 MOT SANITARY LIFT PUMP- P-1 24 25 EX. FIRE ALARM CABINET 1,2 200 OTH 1.67 2011 A 35/3 16.21 1946 COOL 5 HEAT PUMP- HP-1 26 27 ROOF SERVICE RECEPT 180 REC 1.50 20/1 B --- 16.22 1946 COOL 5 -- 28 29 WATER HEATER - SWH-1 1500 OTH 12.50 2012 C --- 16.22 1946 COOL 5 30 31 ----- 1500 OTH 12.50 -- A 2011 SPARE 32 33 TRACK LIGHT] NG 4 900 LTG 7.50 20/1 B 20/1 SPARE 34 35 SPARE 20/1 C 20/1 SPARE 36 37 PREPARED SPACE A PREPARED SPACE 38 39 PREPARED SPACE B I PREPARED SPACE 40 41 PREPARED SPACE C PREPARED SPACE 42 PANEL SCHEDULE NOTES: 1.) PROVIDE NEW CIRCUIT BREAKER FOR EXISTING LOAD. INTERCEPT AND EXTEND FEEDERS TO NEW CIRCUIT INDICATED. 2.) PROVIDE HANDLE LOCK -ON DEVICE TO LOCK BREAKER IN CLOSED (ON) POSITION. 3.) ROUTE CIRCUIT THROUGH CONTACTOR -Cl- FOR AUTOMATIC CONTROL. 4.) ROUTE CIRCUIT THROUGH CONTACTOR -C2- FOR AUTOMATIC CONTROL. 5.) PROVIDE HACK STYLE CIRCUIT BREAKER AS RECOMMENDED BY EQUIPMENT MANUFACTURER. GENERAL PANEL. SCHEDULE NOTES: 1 PANEL SUBMITTAL DRAWING TO BE LAID OUT PER THIS SCHEDULE. 2 PROVIDE ARC FLASH HAZARD LABEL PER NEC 110.16. 3 CONTRACTOR SHALL BALANCE PHASE LOADS TO +/- 10%. PANEL CONNECTED LOAD SUMMARY LOAD TYPE Ph A Ph 8 Ph C Total INC=INCAND. LTG 0.00 0.00 0.00 0.00 LTG=(HID,FL,CFL,LE 1.88 1.80 0.08 3.76 REC--RECEPTACLES 0.72 0.72 1.08 2.52 MOT=MOTORS 0.00 0.00 0.72 0.72 COOL=COOLING 2.50 2.50 2.50 7.50 HEAT=HEATING 0.00 0.00 0.00 0.00 DATA=COMP REC 0.00 0.72 0.54 1.26 KIT=KITCHEN (0 UNIT 0.00 0.00 0.00 0.00 EMRG=EMERGENCY 0.00 0.00 0.00 0.00 NONC=NONCOINCID 0.00 0.00 0.00 0.00 OTH=OTHER 3.80 3.35 3.43 10.57 TOTAL 1 8.901 9.08 8.34 1 26.33 PHASE BALANCE A-N B-N C-N PF H33.8% 1 34.5%1 31.7% 1 87.3% MINIMUM PANEL AMPACITY 92.7 AMPERES NEC DEMAND LOAD SUMMARY POWER DEM. CALL. LOAD TYPE kW FAC. kVA FAC. LOAD INC=INCAND. LTG 0.00 1.00 0.00 125 0.00 LTG=(HID,FL,CFL,LED) 3.57 0.95 3.76 125 4.70 REC--RECEPTACLES 2.39 0.95 2.52 1.00 2.52 Over 1 OkVA 0,00 0.95 0.00 0.50 0.00 MOT --MOTORS -1.15 0.80 -1.44 1.00 -1.44 Largest 1.73 0.80 2.16 125 2.70 COOL=HVAC COOLI NC 6.37 0.85 7.50 1.00 7.50 HEAT=HVACHEATING 0.00 0.95 0.00 125 0.00 DATA=COMP REC 0,95 0.75 126 125 1.58 KIT=KITCHEN (0 UNITS 0.00 0.80 0.00 1.00 0.00 EMRG=EMERGENCY 0.00 0.95 0.00 1.00 0.00 NONC =NONCOINCIDEI 0.00 0.85 0.00 1.00 0.00 OTH=OTHER 8.98 0.85 10.57 1.00 10.57 SUBTOTAL 22.85 0.87 26.33 1.07 28.13 20% SPARE 4.74 0.90 5.27 1.00 5.27 TOTAL 27.59 0.87 31.60 1.06 33.39 CONNECTED PHASE LOADING KVA AMP PHASE A: 8,90 74.18 PHASE B: 9.08 75.70 PHASE C: 8.34 69.53 26.33 73.08 EST. MAX. NEC DEM.: 33.4 KVA EST. MAX. NEC DEM.: 92.7 AMPS MINIMUM OCPD: 92.7 AMPS KITCHEN EQUIPMENT COUNT= 0.0 LIGHTING FIXTURE SCHEDULE MARK BASIS OF DESIGN LAMP VOLTS TOTAL LOAD MOUNTING REMARKS NOTES QTY. MANUF. CATALOG NO. NO. DESIGNATION TYPE STYLE F1A 2 BRILLIANT EGS-U-2-RC-C-W EM - INCLUDED LED 120 1 WALUSURFACE EDGE -LIT EXIT SIGN 1 Fl 1 BRILLIANT EXP-UNV-2-R-W EM - INCLUDED LED 120 1 WALUSURFACE THERMOPLASTIC EXIT SIGN 1 F2 2 LITHONIA ELM2-LED - INCLUDED LED 120 1 CEILING/WALUSURFACE EMERGENCY LIGHT 8,9 F4 9 METALUX 4SNLED-LD4-30SL-LCUNV-L835-GD1 - INCLUDED LED 120 25 CEILING/SURFACE 4' LENSED STRIPLIGHT F5 133 NORA NTH-147-W 1 PHILIPS 12.5PAR30S/F25, 27K LED 120 12.5 TRACK GIMBAL RING LINE VOLTAGE TRACK HEAD 2 F6 21 HI-LTTE H-OP1-12-FRT-01/34"-ST1/4-STC-2-01/GU24 1 LED/GU24/9.5W/27K LED 120 10 CEILING/SUSPENDED CUSTOM DECORATIVE PENDANT 3 F7 7 NSPEC NAH430-12-E1/NG431-Ll2-27-HZ-SF - INCLUDED LED 120 16 CEILING/RECESSED 4" LED DOWNUGHT F7E 5 NSPEC NAH-430-12-EI-EM/NG431-L12-27-HZ-SF -- INCLUDED LED 120 16 CEILING/RECESSED 4- LED DOWNLIGHT W/ EM 7 F8 2 HI-LITE H-OP1-12-01/lB-01/26/CFUBCM-M 1 PL26W12U/4P/827 CFL 120 28 WALUSURFACE CUSTOM STOREFRONT SCONCE 4 F10 8 WAC LIGHTING PL-LED14-27-TBO - INCLUDED LED 120 10 CABINET/SURFACE DISPLAY CABINET ACCENT LIGHT 5,6 GENERAL NOTE: COORDINATE LIGHTING REQUIREMENTS WITH PLANS AND SPECIFICATIONS. CONTRACTOR SHALL PURCHASE ALL LAMPS FROM LIGHTING VENDOR. NOTES: 1.) PROVIDE DIRECTIONAL CHEVRONS AS INDICATED ON LIGHTING PLANS. 2.) PROVIDE WITH SINGLE CIRCUIT TRACK AS SHOWN ON PLANS: 'T4" = NT 302W: "116" = NT 303W; 'T8" = NT 304W. PROVIDE WITH NECESSARY CONNECTORS. 3.) COORDINATE EXACT FIXTURE SUSPENSION HEIGHT WITH OWNER- ) COORDINATE EXACT FIXTURE MOUNTING HEIGHT WITH OWNER. 5.) COORDINATE EXACT FIXTURE INSTALLATION REQUIREMENTS WITH MILLWORK VENDOR PRIOR TO ORDERING MATERIALS. 6.) COORDINATE EXACT COLOR FINISH WITH OWNER SEPARA'rZ 7.) PROVIDE FIXTURE WITH BODINE EMERGENCY BATTERY FOR EGRESS LIGHTING APPLICATIONS. CONNECT BATTERY TO UNSWTTCHED HOT CONDUCTOR_ P'ER 8.) FIXTURE IS EXEMPT FROM WASHINGTON ENERGY CODE LIGHTING POWER CALC AS EMERGENCY LIGHTING NORMALLY OFF. 10%j,�� 9.) CONNECT TO UNSWTTCHED HOT CONDUCTOR i-.`�{` © 2015 A&E NATIONAL, INC. RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BYA & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OFA & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. & F NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07129/2015 BID SET 08106/2016 PERMIT SET 08/10/2015 itt ii_\.Ci L Lr W, CITY OF TUKWIL A AUG 13 2015 PERMIT CENTER I�►a[i