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HomeMy WebLinkAbout02_Flemings Steakhouse Outdoor Dining Expansions Minor Use Permit_PA2016-138 e SEW SRT ° @ COMMUNITY DEVELOPMENT DEPARTMENT V _ PLANNING DIVISION 100 Civic Center Drive,P.O. Box 1768,Newport Beach, CA 92658-8915 cgtrFoa��P 949-644-3200 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT February 28, 2017 Agenda Item No. 2 SUBJECT: Fleming's Prime Steakhouse Outdoor Dining Expansion (PA2016-138) SITE LOCATION: 455 Newport Center Drive Minor Use Permit No. UP2016-035 APPLICANT: Bloomin' Brands, Inc. OWNER: Irvine Company PLANNER: Benjamin M. Zdeba, AICP, Associate Planner (949) 644-3253, bzdeba@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • General Plan: CR (Regional Commercial) • Zoning District: PC-56 (North Newport Center Planned Community) PROJECT SUMMARY A minor use permit to allow the sale and service of alcohol in conjunction with a newly expanded 1,595-square-foot outdoor dining patio at Fleming's Prime Steakhouse. Also proposed is a complete renovation of the interior of the restaurant as well as the front fagade and entry. The applicant requests to change the hours of operation to include lunch service on weekdays and to reduce the allowed hours on the existing outdoor dining patio. No changes are proposed to the existing alcohol license type. If approved, this Minor Use Permit would supersede Use Permit No. UP3637, Use Permit No. UP2003- 028 (PA2003-182) and Outdoor Dining Permit No. OD2004-001 (PA2004-013). RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (Existing Facilities) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 1 Fleming's Prime Steakhouse Outdoor Dining Expansion Zoning Administrator, February 28, 2017 Page 2 3) Adopt Draft Zoning Administrator Resolution No. ZA2017-_ approving Minor Use Permit No. UP2016-035 (Attachment No. ZA 1). DISCUSSION • The subject property is located within the Fashion Island Shopping Center and is generally located at the northwestern corner of the San Miguel Drive and Newport Center Drive intersection. The area in the vicinity of the project site is developed with commercial retail uses within Fashion Island. Office uses are located across Newport Center Drive. • Fleming's Prime Steakhouse has operated at this location since 1998, with the approval of Use Permit No. UP3637. Changes were made in the subsequent years with a 310-square-foot expansion to the dining area approved under Use Permit No. UP2003-028 and the addition of a full-service outdoor dining area under Outdoor Dining Permit No. OD2004-001. The current restaurant is approximately 11,647 square feet in gross floor area. The proposed project will renovate the entire restaurant and expand the existing outdoor dining area to 1,595 square feet in size. The nearest access to the tenant space is obtained from Newport Center Drive at the intersection of San Miguel Drive. The present restaurant maintains 321 seats. The proposal will reduce the overall seat count by 7 for a total of 314. Tenant improvements are currently in plan check under Plan Check No. 2866-2016. • The Land Use Element of the General Plan designates the project site as CR, which is intended to provide retail, entertainment, service, and supporting uses that serve local and regional residents. The existing eating and drinking establishment and its proposed renovations with alcoholic beverage sales will help to improve a use that serves local and regional residents and is consistent with this land use designation. • The project is located in the Fashion Island Subarea of the PC-56 Zoning District. Fashion Island is intended to be a regional retail and entertainment center and a day/evening destination with a wide variety of uses that will serve visitors, residents, and employees of the area. The renovated eating and drinking establishment with alcoholic beverage sales will continue a commercial use that serves visitors, residents, and employees and, therefore, is consistent with the purposes of the North Newport Center Planned Community District for the Fashion Island Subarea. • Eating and Drinking Establishments are permitted uses within the Fashion Island Subarea of the North Newport Center Planned Community Zoning District. Pursuant to the Planned Community Text, the sale of alcohol in conjunction with an eating and drinking establishment requires the approval of a minor use permit. • Staff believes the project is compatible with existing and allowed uses within Fashion Island. Other uses in the center include a variety of restaurants, retail, and service Tmp1r.01/17217 Fleming's Prime Steakhouse Outdoor Dining Expansion Zoning Administrator, February 28, 2017 Page 3 uses within the Fashion Island Shopping Center. The Fashion Island Subarea is a regional commercial shopping center that is intended to provide retail, entertainment, service, and supporting uses that serve local and regional residents. • The subject property is located within Reporting District No. 39 (RD39) and generally, crime statistics are higher in this district than adjacent districts due to the higher concentration of commercial uses within North Newport Center. The Newport Beach Police Department is aware of these circumstances and has recommended approval of the eating and drinking establishment. The alcohol related statistics for RD39 are incorporated into the factors for consideration in the draft resolution prior to the Zoning Administrator hearing (Attachment No. ZA 1). A Police Department memorandum, which includes review of the proposal, and Reporting District Map are attached as Attachment Nos. ZA 4 and 5, respectively. • The approved and requested hours of operation are summarized in Table 1 below. No late hours of operation (after 11 p.m.) are proposed as part of the application. In order to simplify the operation, staff recommends allowing the restaurant (both indoor and outdoor dining areas) to operate between 11 a.m. and 10 p.m., Sunday through Thursday, and between 11 a.m. and 11 p.m., Friday and Saturday. These hours of operation are comparable to and compatible with other business and restaurants in Fashion Island. Table 1, Operating Hours Approved Proposed Indoor Dining 5 p.m. — 11 .m., dailyLunch Outdoor Dining 11:30 a.m. — 12 a.m., Sunday 11:30 a.m. —2:30 p.m., daily to Thursday 11:30 a.m. — 1 a.m., Friday Dinner and Saturday 5 p.m. — 10 p.m., Monday to Thursday 5 p.m. — 11 p.m., Friday 4 p.m. — 11 p.m., Saturday 11 a.m. — 10 p.m., Sunday • The proposed project complies with the development standards for on-sale alcohol sales and outdoor dining provided in Section 20.48.030 (Alcohol Sales) of the Zoning Code. The project has been reviewed and conditioned to ensure that the purpose and intent of Section 20.48.030 (Alcohol Sales) of the Zoning Code is maintained and that a healthy environment for residents and businesses is preserved. The service of alcohol is intended for the convenience of customers dining at the eating and drinking establishment. Operational conditions of approval recommended by the Police Department relative to the sale of alcoholic beverages will help ensure compatibility with the surrounding uses and minimize alcohol related impacts. Tmp1r.01/17217 Fleming's Prime Steakhouse Outdoor Dining Expansion Zoning Administrator, February 28, 2017 Page 4 • The Fashion Island shopping center is generally required three parking spaces for every 1,000 square feet of gross floor area. As the proposed outdoor dining area is not gross floor area, no additional parking is required and adequate parking and circulation is provided within the surface parking lots and parking structures on site. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The Class 1 exemption includes the alteration and addition of existing structures provided it will not result in an increase of 50 percent of the floor area of existing structures, or 2,500 square feet, whichever is less. In this case, the existing restaurant building is approximately 11,647 square feet. The proposed project will expand an existing 156-square-foot outdoor dining area by 1,439 square feet. No addition of gross Floor area is proposed and the total amount of seats will be reduced by seven. PUBLIC NOTICE Notice of this application was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at (949) 644-3200. Prepared by: m eba, AICP Associate Whner JWC/bm Tmplt 01/17/17 J Fleming's Prime Steakhouse Outdoor Dining Expansion Zoning Administrator, February 28, 2017 Page 5 Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Description and Justification ZA 4 Police Department Memorandum ZA 5 Reporting Districts Map ZA 6 Project Plans TmpIC 01/17217 Attachment No. ZA 1 Draft Resolution G, RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MINOR USE PERMIT NO. UP2016-035 FOR AN EXPANSION OF OUTDOOR DINING IN CONJUNCTION WITH ALCOHOL SALES LOCATED AT FLEMING'S PRIME STEAKHOUSE, 455 NEWPORT CENTER DRIVE (PA2016-138) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Bloomin' Brands, Inc., with respect to property located at 455 Newport Center Drive, and legally described as Parcel 1 of Lot Line Adjustment No. LLA 87-03, requesting approval of a minor use permit. 2. The applicant proposes to allow the sale and service of alcohol in conjunction with a newly expanded 1,595-square-foot outdoor dining patio at Flemings Prime Steakhouse. Also proposed is a complete renovation of the interior of the restaurant as well as the front fagade and entry. The applicant requests to change the hours of operation to include lunch service on weekdays and to reduce the allowed hours on the existing outdoor dining patio. No changes are proposed to the existing alcohol license type. 3. The subject property is designated Regional Commercial (CR) by the General Plan Land Use Element and located within the Fashion Island Subarea of the North Newport Center Planned Community (PC-56) Zoning District. 4. The subject property is not located within the coastal zone. 5. A public hearing was held on February 28, 2017, in the Corona del Mar Conference Room (Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities)of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Class 1 exemption includes the alteration and addition of existing structures provided it will not result in an increase of 50 percent of the floor area of existing structures, or 2,500 square feet, whichever is less. In this case, the existing restaurant building is approximately 11,647 square feet. The proposed project will expand an 7 Zoning Administrator Resolution No. ZA2017-### Page 2 of 10 existing 156-square-foot outdoor dining area by 1,439 square feet and includes renovation of the existing restaurant tenant space. No addition of gross floor area is proposed and the total amount of seats will be reduced by seven. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.48.030 (Alcohol Sales) of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a use permit are set forth: Finding A. The use is consistent with the purpose and intent of Section 20.48.030 (Alcohol Sales of the Zoning Code. Facts in Support of Finding In finding that the proposed use is consistent with Section 20.48.030 (Alcohol Sales) of the Zoning Code, the following criteria must be considered: i. The crime rate in the reporting district and adjacent reporting districts as compared to other areas in the City. 1. The proposed establishment is located within Reporting District 39, wherein the number of crimes is higher than adjacent Reporting Districts and the City. RD 43 and 47 have a lower number of crimes as they are primarily residential with few commercial uses. RD 44 has a slightly lower number of crimes as it contains many residential properties as well as the commercial corridor along East Coast Highway. Due to the high concentration of commercial land uses in Fashion Island, the crime rate and shoplifting rate is greater than adjacent Reporting Districts; however, the Newport Beach Police Department does not consider the number significant given the type of development within this Reporting District. 2. At the close of 2015, two (2) Part One Crimes and two (2) Part Two Crime had been reported at the subject property. The Police Department does not object to the expanded outdoor dining area in conjunction with the reduced hours of operation. ii. The numbers of alcohol-related calls for service, crimes, or arrests in the reporting district and in adjacent reporting districts. 1. Due to the high concentration of commercial land uses, the calls for service and number of arrests are greater than adjacent residential Reporting Districts. The Police Department does not consider the rate high because of the concentration of restaurants and commercial uses within Fashion Island and the surrounding North Newport Center. 2. In 2015, twenty-four (24) calls for service representing 0.32 percent (24/7,497 = 0.32% percent)of all calls for service in the Reporting District have been reported at the existing 01-03-17 g Zoning Administrator Resolution No. ZA2017-### Page 3 of 10 restaurant location in Fashion Island (455 Newport Center Drive). There was one (1) arrest reported and no citations reported at the subject property. iii. The proximity of the establishment to residential zoning districts, day care centers, hospitals, park and recreation facilities, places of worship, schools, other similar uses, and any uses that attract minors. 1. Fashion Island does not abut sensitive land uses and is separated from other uses by parking lots, roadways and other commercial uses. Residential uses are permitted in the northern sections of the PC-56 (North Newport Center Planned Community)Zoning District within Blocks 500, 600, 800, and San Joaquin Plaza. The proposed use is not located in close proximity to these residential districts, day care centers, park and recreation facilities, places of religious assembly, and schools. iv. The proximity to other establishments selling alcoholic beverages for either off-site or on-site consumption. 1. There are several other restaurants within the Fashion Island Shopping Center. These include tenants such as Roy's Hawaiian Fusion, True Food Kitchen, Whole Foods, Cheesecake Factory, P.F. Chang's, etc. These establishments have Type 41 (On Sale Beer and Wine) or Type 47 (On Sale General) alcohol licenses and there is no evidence suggesting these uses have been detrimental to the neighborhood. 2. The proposed hours of operation do not include late hours after 11 p.m. and an adequate security plan per the Police Department is in place for the Fashion Island Shopping Center. Conditions of approval are proposed to adequately manage alcohol service in the outdoor dining patio. V. Whether or not the proposed amendment will resolve any current objectionable conditions 1. The proposed project will expand an outdoor dining area at an existing eating and drinking establishment, which has operated since 1998. 2. The Police Department has reviewed the proposal, provided operating conditions of approval, and has no objection to the expanded outdoor dining area with alcoholic beverage service and the proposed hours of operation. Minor Use Permit In accordance with Section 20.52.020(F) (Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a use permit are set forth: 01-03-17 9 Zoning Administrator Resolution No. ZA2017-### Page 4 of 10 Finding B. The use is consistent with the General Plan and any applicable specific plan. Facts in Support of Finding 1. The Land Use Element of the General Plan designates the project site as Regional Commercial (CR), which is intended to provide retail, entertainment, service, and supporting uses that serve local and regional residents. The proposed outdoor dining area expansion and renovated eating and drinking establishment with alcoholic beverage sales will serve local and regional residents and is consistent with land uses in the CR land use designation. 2. The subject property is not a part of a specific plan area. Finding C. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. Facts in Support of Finding 1. The project is located in the Fashion Island Subarea of the PC-56 Zoning District. Fashion Island is intended to be a regional retail and entertainment center that is a day/evening destination with a wide variety of uses that will serve visitors, residents, and employees of the area. An eating and drinking establishment with alcoholic beverage sales is a commercial use that serves visitors, residents, and employees in the area and, therefore, is consistent with the purposes of the North Newport Center Planned Community District. 2. Eating and Drinking Establishments are permitted uses within the Fashion Island Subarea of the North Newport Center Planned Community Zoning District. Pursuant to the Planned Community Text, the on-site sale of alcohol in conjunction with an eating and drinking establishment requires a minor use permit. Finding D. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. Facts in Support of Finding 1. The Fashion Island Subarea permits a range of retail, dining, and commercial entertainment uses within the PC-56 Zoning District. The proposed outdoor dining area will be compatible with surrounding permitted commercial uses in the vicinity and there are no sensitive land uses located nearby. 01-03-17 10 Zoning Administrator Resolution No. ZA2017-### Page 5 of 10 2. Outdoor dining areas are common ancillary uses for eating and drinking establishments within Fashion Island. The project design is comparable to that of other similar nearby establishments. 3. The existing outdoor dining area is permitted to operate until 12 a.m., Sunday through Thursday, and until 1 a.m. on Friday and Saturday. The proposed project will reduce hours of operation for the expanded outdoor dining to 11 p.m. and will add an earlier opening hour for the interior dining area to provide for lunch service. The proposed hours of operation are compatible with the other restaurants in Fashion Island, and will complement those of other business operating in the area. 4. The on-site consumption of alcoholic beverages will be incidental to the eating and drinking establishment. The quarterly gross sales of alcoholic beverages will not exceed the gross sales of food during the same period, per the conditions of approval. Alcoholic beverage service will be under the supervision of employees who have completed a certified training program. 5. The conditions of approval reflected in "Exhibit A" of this resolution ensure that potential conflicts with surrounding land uses are eliminated or minimized to the greatest extent possible. Finding A E. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. Facts in Support of Finding 1. The Fashion Island shopping center is generally required three parking spaces for every 1,000 square feet of gross floor area. As the proposed outdoor dining area is not gross floor area, no additional parking is required and adequate parking and circulation is provided within the surface parking lots and parking structures on site. 2. This site has been reviewed by the Fire Department to ensure adequate public and emergency vehicle access is provided. Utilities are provided with all applicable requirements. 3. The proposed project will modify an existing eating and drinking establishment, which has operated at this location since 1998. 4. Improvements to the project site will comply with all Building, Public Works, and Fire Codes. All ordinances of the City and all conditions of approval will be complied with. 01-03-17 22 Zoning Administrator Resolution No. ZA2017-### Page 6 of 10 Finding F. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger,jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, a safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding 1. The project has been reviewed and includes conditions of approval to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. The operator is required to take reasonable steps to discourage and correct objectionable conditions that constitute a nuisance in parking areas, sidewalks and areas surrounding the subject property and adjacent properties during business hours, if directly related to the patrons of the establishment. 2. The food service, eating and drinking establishment with alcohol service will serve visitors and the surrounding business community. The proposed outdoor dining area expansion and renovated eating and drinking establishment will provide alcohol service as a public convenience to visitors and workers within the surrounding area. 3. Fashion Island management has historically provided efficient on-site security and cooperates with the Newport Beach Police Department. 4. The applicant is required to obtain Health Department approval prior to opening for business, and comply with the California Building Code to ensure the safety and welfare of customers and employees within the establishment. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use Permit No. UP2016-035, subject to the conditions set forth in Exhibit"A,"which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. 3. This resolution supersedes Use Permit No. UP3637, Use Permit No. UP2003-028 (PA2003-182) and Outdoor Dining Permit No. OD2004-001 (PA2004-013), which upon vesting of the rights authorized by this minor use permit, shall become null and void. 01-03-17 12 Zoning Administrator Resolution No. ZA2017-### Page 7 of 10 PASSED, APPROVED, AND ADOPTED THIS 28TH DAY OF FEBRUARY, 2017. Patrick J. Alford, Zoning Administrator 01-03-17 2� Zoning Administrator Resolution No. ZA2017-### Page 8 of 10 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. Alcohol service shall be limited to a Type 47 (On Sale General — Eating Place) Alcoholic Beverage Control License. 3. The regular business hours for the tenant shall be from 11 a.m. to 10 p.m., Sunday through Thursday, and from 11 a.m. to 11 p.m. on Friday and Saturday. The closing hour for all business operations shall be limited to 11 p.m. Any change to a later closing time shall require an Operator's License from the Police Department and an amendment to this Minor Use Permit. 4. Approval does not permit the premises to operate as a bar, tavern, cocktail lounge or nightclub as defined by the Newport Beach Municipal Code, unless the Zoning Administrator first approves an amended minor use permit. This Minor Use Permit shall be terminated if the operation is no longer maintained as a "bona fide public eating place" as defined by the California Department of Alcoholic Beverage Control. 5. Food service from the regular menu must be available to patrons up to thirty (30) minutes before the scheduled closing time. 6. Alcohol may be served within the interior of the establishment and on the outdoor dining area (licensed premises). Alcoholic beverages served by the establishment shall only be consumed on the licensed premises and shall not be consumed on any adjacent property. 7. Petitioner shall not share any profits or pay any percentage or commission to a promoter or any other person based upon monies collected as a door charge, cover charge, or any other form of admission charge, including minimum drink orders or the sale of drinks. 8. The quarterly gross sales of alcoholic beverages shall not exceed the gross sales of food during the same period. The licensee shall at all times maintain records, which reflect separately the gross sales of food and the gross sales of alcoholic beverages of the licensed business. These records shall be kept no less frequently than on a quarterly basis and shall be made available to the Police Department on demand. 9. There shall be no on-site radio, television, video, film or other electronic media broadcasts, including recordings to be broadcasted at a later time, which include the service of alcoholic beverages, without first obtaining an approved special event permit issued by the City of Newport Beach. 10. There shall be no live entertainment on the premises. 01-03-17 Zoning Administrator Resolution No. ZA2017-### Page 9 of 10 11. There shall be no dancing allowed on the premises. 12. Strict adherence to maximum occupancy limits is required. 13. Any changes in operational characteristics, hours of operation, expansion in area, or modification to the floor plan, shall require separate review and may require an amendment to this Minor Use Permit, unless otherwise approved by the Planning Division. Any changes in the business operation will require the preparation of an individual security plan subject to the review and approval of the Police Department. 14. All persons, managers, and employees selling alcoholic beverages shall undergo and successfully complete a certified training program in responsible methods and skills for selling alcoholic beverages. The certified program must meet the standards of the California Coordinating Council on Responsible Beverage Service or other certifying/licensing body, which the State may designate. The establishment shall comply with the requirements of this section within 180 days of the issuance of the certificate of occupancy. Records of each person's, manager's, and employee's successful completion of the required certified training program shall be maintained on the premises and shall be presented upon request by a representative of the City of Newport Beach. 15. A Special Event Permit is required for any event or promotional activity outside the normal operational characteristics of this business that would attract large crowds, involve the sale of alcoholic beverages, include any form of on-site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 16. The alcoholic beverage outlet operator shall take reasonable steps to discourage and correct objectionable conditions that constitute a nuisance in parking areas, sidewalks, and areas surrounding the alcoholic beverage outlet and adjacent properties, if directly related to the patrons of the subject alcoholic beverage outlet. 17. The exterior of the business shall be maintained free of litter and graffiti at all times. The owner or operator shall provide for daily removal of trash, litter, and debris from the premises and on all abutting sidewalks within 20 feet of the premises. Graffiti shall be removed within 48 hours of written notice from the City. 18. The operator of the food service use shall be responsible for the clean-up of all on-site and off-site trash, garbage and litter generated by the use. 19. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self-latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 20. The applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the 01-03-17 ZJ Zoning Administrator Resolution No. ZA2017-### Page 10 of 10 provisions of Title 14, including all future amendments (including Water Quality related requirements). 21. Storage outside of the building shall be prohibited. 22. All proposed signs shall be in conformance with the provisions of the PC-56 (North Newport Center Planned Community), Chapter 20.42 (Sign Standards) of the Newport Beach Municipal Code, or an approved Comprehensive Sign Program for the project site. 23. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this permit. 24. The Zoning Administrator may add to or modify conditions of approval to this Minor Use Permit, upon a determination that the operation which is subject of this Minor Use Permit causes injury, or is detrimental to the health, safety, peace, morals, comfort, or general welfare of the community. 25. Should the business, subject to the Minor Use Permit conditioned herein, be sold or otherwise come under different ownership or a change in operators, any future owners, operators, or tenants shall be notified of the conditions of this approval by either the current business owner, property owner, or the leasing agent. 26. This Minor Use Permit shall expire unless exercised within twenty-four (24) months from the date of approval as specified in Section 20.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code. 27. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of the Fleming's Prime Steakhouse Outdoor Dining Expansion including, but not limited to, Minor Use Permit No. UP2016-035 (PA2016-138). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 28. The applicant is required to obtain all applicable permits from the City's Building Division and Fire Department. The construction plans must comply with the most recent, City-adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. Approval from the Orange County Health Department is required prior to the issuance of a building permit. 01-03-17 10 Attachment No. ZA 2 Vicinity Map 17 yy � > •" Ae�• ',ham ��� X14 tti 6 ! • .\ IL 1 P 4P" el rit SPO '� '•., V 3t 0 a Newport Beach Disclaimer: Every reasonable effort has been made to assure the accuracy of the data provided, however,The City of G�$ Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. 0 417 833 Imagery: 2009-2013 photos provided by Eagle Feet Imaging www.eagleaerial.com r <IiORM` 2i2v2an 18 Attachment No. ZA 3 Applicant's Project Description and Justification 1� PA2016-138 July 29, 2016 Ms. Brenda Wisneski Deputy Community Development Director City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Subject: Minor Use Permit Application, 455 Newport Center Drive, Fashion Island, North Newport Center Planned Community Dear Ms. Wisneski: On behalf of Irvine Company, CAA Planning, Inc. (CAA) submits the enclosed Minor Use Permit (WP) application to allow the expansion of existing outdoor dining and to amend the hours of operation with a Type 47 alcohol license for the existing Fleming's Prime Steakhouse and&Wine Bar restaurant (Fleming's) located at 455 Newport Center Drive in Fashion Island. Background Fashion Island is an existing regional shopping center located in the middle of Newport Center and is designated as Regional Commercial (CR) in the General Plan and is a part of the North Newport Center Planned Community (NNCPC), PC 56. A wide range of retail, entertainment, service, and supporting uses to serve local and regional residents is permitted. Consistent with the NNCPC, eating and drinking establishments are permitted by right in Fashion Island but a Minor Use Permit is required for the sale of alcohol. Historical Planning Record Use Permit UP3637 — The Use Permit, approved by the Planning Commission on October 8, 1998, established the right to sell alcohol under a Type 47 alcohol license (On-Sale General- Eating Place) at Fleming's. The hours of operation were limited to 11:30 am to 12:00 am Sunday through Thursday and 11:30 am to 1:00 am on Friday and Saturday. Use Permit UP2003-028 (PA2003-182) — The Use Permit, approved by the Planning Commission on September 4, 2003, allowed a 310 square foot dining area expansion of the restaurant under the Type 47 alcohol license. The hours of operation were amended to 5:00 pm to 11:00 pm daily. Accessory Outdoor Dining Permit OD2004-001 (PA2004-013)—The Accessory Outdoor Dining Permit, approved by the Planning Director on March 5, 2004, allowed accessory outdoor full 20 PA2016-138 service dining at Fleming's. The hours of operation were limited to 11:30 am to 12:00 am Sunday through Thursday and 11:30 am to 1:00 am on Friday and Saturday. Proposed Proiect The applicant plans a complete remodel of the public area and a new fagade and entry for the existing Fleming's. The improvements will not increase the gross floor area of the restaurant. However, the existing outdoor dining area will be increased from 156 square feet to 1,267 square feet. The outdoor dining area will be covered but not fully enclosed. At completion, the total seating, indoor and outdoor, in the restaurant will be reduced from the existing 335 seats to 309 seats. The applicant also seeks to amend the operating hours from those approved under UP2003-028 and OD2004-001 to the operating hours shown in the following table. The indoor and outdoor hours will be the same under the amended operating hours and there will be no late hour operation. Operating Hours Approved Proposed Indoor Dining 5:00 pm— 11:00 pm Daily Lunch Mon-Fri 11:30 am-2:30 pm Dinner Outdoor Dining Sun-Thurs 11:30 am-12:00 am Mon-Thurs 5:00 pm-10:00 pm Fri-Sat 11:30 am-1:00 am Fri 5:00 pm-11:00 pm Sat 4:00 pm-11:00 pm Sun 11:00 am -10:00 pra Consistency The previous Use Permits were approved prior to the adoption of the NNCPC which occurred on December 18, 2007, Ordinance No. 2007-20 (PA2007-151). Under the Land Use and Development Regulations for PC-56, eating and drinking establishments and accessory or ancillary uses remain permitted by right. However, alcohol sales require a minor use permit with the Zoning Administrator as the approving authority. In addition, consistent with Section II.B.1 outdoor dining (i.e. patio area) is not counted as gross floor area in the NNCPC. The parking standards for Fashion Island are listed in Table 4 of Section III.C.1 as 3 spaces per 1,000 square feet of gross floor area. Since patio is not counted as gross floor area, no additional parking is required. 21 PA2016-138 Required Action As authorized by Section ILA.1, Table 1 of the North Newport Center Planned Community Development Plan, Irvine Company requests approval of a Minor Use Permit by the Zoning Administrator for Fleming's to expand the on-site sale and consumption of alcoholic beverages to include the larger outdoor dining area and allow the amendment to the operating hours. Please do not hesitate to contact me at (949) 581-2888 if you have any questions or concerns. Sincerely, CAA PLANNING, INC. /�A� //-C-X Shawna L. Schaffner Chief Executive Officer Attachments: Minor Use Permit Application and Fee Architectural Drawings (3-full size, 4-1IxI7) Public Noticing Materials CD-ROM c: Jennifer P. Striepling-Bloomin Brands, Inc. Brandon Mucha-Irvine Company Retail Properties 22 I CAA PLANNING December 19, 2016 Mr. Ben Zdeba Associate Planner City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Subject: Minor Use Permit Application UP2016-035 (PA2016-138), 455 Newport Center Drive, Fashion Island, North Newport Center Planned Community Dear Mr. Zdeba: Subsequent to the submittal of Minor Use Permit (MUP) Application UP2016-035 (PA2016- 138), the City's inter-departmental review found that the application of the Building Code requirements or the conditions of approval would substantially impact or alter the design of the project. The processing of the MUP Application was halted to provide the applicant time to review the City's findings which have now been addressed and incorporated into the drawings which are hereby submitted to re-start the MUP approval process. Please be advised that the drawings were also submitted to the City's Building Division for 1" check review on December 19, 2016 (PC 2866-2016). The primary change to the drawings was to provide access to the existing elevator and to remodel the existing toilet rooms in the basement to meet accessibility requirements. No changes were made to the exterior of the building from the original July 29, 2016 submittal, including the footprint and elevations. While there was no change to the outdoor dining (patio) on the drawings, the architect re-examined the calculation of the patio area at CAA's request. The proposed patio area will increase from the existing 156 square feet to 1,595 square feet and will consist of 1,175 square feet of roofed patio and 420 square feet of open patio and represents an increase of 1,439 square feet in patio area. The roofed patio areas will not be conditioned and all of these areas will have at least one wall open to the outside. Attached for your reference is an exhibit which shows the roofed patio areas (red) and the open patio area (yellow). Additionally, the architect conducted an onsite seating survey which determined that the total existing seating is 321 seats. The proposed total seating will now be 314 seats which reflects a reduction of 7 seats. Please do not hesitate to contact me at (949) 581-2888 if you have any questions or concerns. 65 Enterprise,Suite 130 0 Aliso Viejo,California 92656 •(949)581-2888 • Fax(949)581-3599 23 ohl -6 Mr. Ben Zdeba December 19, 2016 Page 2 of 2 Sincerely, CAA PLANNING, INC. Paul Shaver Manager, Planning and Engineering Services Enclosures: Tenant Improvement Plans (1 Full Size,4 11"x IT', 1 CD-ROM) Plan Check Comments & Responses Cut Sheets (Life Safety) Outdoor Patio Exhibit c: Jennifer P. Striepling— Bloomin Brands, Inc. Brandon Mucha—Irvine Company Retail Properties 24 PA2016-138 FINDINGS A. The use is consistent with the General Plan and any applicable specific plan. 1. The Land Use Element of the General Plan identifies the location of the existing restaurant as being Regional Commercial (CR), which is intended for a wide range of retail, entertainment, service, and supporting uses to serve local and regional residents. 2. The existing restaurant with alcohol sales is a use that serves local and regional residents and is consistent with land uses in the CR land use designation. B. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. 1. The existing restaurant is located in the Fashion Island sub-area of the North Newport Center Planned Community(NNCPC) Zoning District. Fashion Island is intended to be a regional retail and entertainment center and a day/evening destination with a wide variety of use that will serve visitors, residents, and employees of the area. The existing restaurant with alcoholic beverage sales is a commercial use that serves visitors, residents, and employees of the area and is consistent with the purposes of the NNCPC for the Fashion Island sub-area. 2. Eating and drinking establishments within Fashion Island with alcohol sales are required to obtain approval minor use permit. C. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. 1. The Fashion Island sub-area permits a range of retail, dining, and commercial uses with the NNCPC. The existing restaurant provides indoor and outdoor dining with alcohol sales similar to other restaurants within the center core of Fashion Island and interior to the Newport Center Drive ring road such as Cucina Enoteca, True Food Kitchen, Roy's Hawaiian Fusion, Fig and Olive, and Red O. 2. Outdoor dining areas are an approved ancillary use for eating and drinking establishments and the outdoor dining at the existing restaurant is comparable to other restaurants in Fashion Island. 3. The operating hours for Flemings comparable to the other restaurants in Fashion Island. 4. The on-site consumption of alcoholic beverages is incidental to the operation of the existing restaurant. 25 PA2016-138 D. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and vehicle (e.g.fire and medical) access and public services and utilities. 1. The Fashion Island Shopping Center provides adequate parking and circulation within the surface parking lots and parking structures on site. 2. The site provides adequate public and emergency vehicle access. The utilities provided meet all applicable requirements. 3. The site is an existing restaurant which will be remodeled with the same use 4. The restaurant remodel with comply all Building, Public Works, and Fire Codes. The applicant will comply with all ordinances of the City and all the minor use permit conditions of approval. E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger,jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. 1. The restaurant is an existing operation with no history of issues. 2. The existing establishment provides alcohol service as a public convenience to visitors and worker within the surrounding area. 3. The applicant is required to obtain Health Department approval for the planned remodel, and comply with the California Building Code to ensure the safety and welfare of customers and employees within the establishment. 20 Attachment No. ZA 4 Police Department Memorandum 27 t1 !Qa< NEWPORT BEACH POLICE DEPARTMENT ��, DETECTIVE DIVISION —43 ��. MEMORANDUM TO: Benjamin Zdeba, Associate Planner FROM. Wendy Joe, Police Civilian Investigator DATE: January 30. 2017 SUBJECT. Flemings Steakhouse Expansion 455 Newport Center Drive Use Permit No 2016-035 (PA2016-138) At your request, the Police Department has reviewed the project application for the Flemings Steakhouse expansion project. The restaurant, located at 455 Newport Center Drive, is seeking a permit to allow remodeling of the existing customer area, renovation of the fagade and entry, and expansion of the existing outdoor dining area from 456 square feet to 1,595 square feet. There is a request to modify the Operating hours to close at 11:00 pm An Operator License will not be required if the business closes at 11 00 p.m. Statistical Data and Public Convenience or Necessity Business and Professions Code §23958.4 finds "undue concentration" for an applicant premises in two ways. 20% higher crime with an alcohol nexus in a Reporting District as compared to the city wide average, and an over saturation of alcohol licenses in a census tract compared to the county. When undue concentration is found to exist, a judgment on Public Convenience or Necessity (PCN) is required. However, there is no definitive or uniform guideline defining the application of PCN. While the final determination of PCN for a Type 57 license falls to the Department of Alcoholic Beverage Control (ABC), ABC encourages local authorities to address PCN in the Conditional Use Permit (CUP) process. Crime Statistics Attached is a report compiled by Newport Beach Police Department (NBPD) Crime Analyst Caroline Staub, which provides detailed statistical information related to calls for service in and around the applicant's current place of business at 455 Newport Center Drive. The Police Department divides the City into areas referred to as Reporting Districts. This allows the Police Department to create statistical data, as well as better communicate officer 22 Fleming's Steakhouse Use Permit No. 2016-035 locations while policing. The proposed applicant location is within Reporting District (RD) 39 which encompasses Fashion Island. The RD is square in shape, bordered by Jamboree on the west, San Joaquin on the north, MacArthur to the east, and Coast Hwy to the south. RD 39 is our third highest crime area in the City, with just under double the city-wide average. The majority of that crime is theft due to the large shopping mall at the heart of the RD. This location meets the legal criteria for undue concentration (8&P§23958.4). • In 2015, RD 39 had a total of 478 reported crimes • In 2015, RD 39 was 193% over the city-wide average of reported crime • In 2015, RD 39 had 254 arrests • In 2015, 25% of the arrests made in RD 39 were directly related to alcohol Alcohol License Statistics Per the Business and Professions code, while crime data is analyzed using local law enforcement reporting districts, alcohol license information must be analyzed using census tracts. The applicant premise is located within census tract 0630.08. This census tract has an approximate population of 750 residents with 60 on-sale retail licenses. That is a per capita ratio of 1 on-sale license for every 13 residents. Per the Business and Professions code, we compare this census tract's on-sale per capita ratio to Orange County's on-sale per capita ratio of 1 license for every 505 residents and find that Census Tract 0630.08 is indeed oversaturated by legal definition. This location meets the legal criteria for undue concentration as it relates to oversaturation. (B&P§23958.4). If we analyze the applicant premise by NBPD Reporting District we achieve a similar result: • RD 39 has 66 active ABC licenses • RD 39 total per capita ratio of all retail licenses is 1 license for every 13 residents • RD 39 is significantly oversaturated Discussion and Recommendations The above statistical information is provided for educational reference and perspective. Reporting District 39 predominantly serves Newport Beach as an entertainment district and tourist destination. Recently, the Meridian and the Villas at Fashion Island residential projects have been approved which will raise the resident population in this RD significantly; therefore increasing the per capita ratio. The Police Department takes no objection to this project as long as existing conditions regarding alcohol remain. The Police Department has reviewed the prior Use Permits and do not find any additional conditions necessary. 2 Fleming's Steakhouse Use Permit No. 2016-035 If you have any questions as to the content of this memorandum, please contact Investigator Wend Joe at (949)644-3705 or wjoe@nbpd.org. V \. 1(Vendy e lice ilian Investigator, Special Investigations Unit .ti Jay Short Lieutenant, Detective Division 3 SO NEWPORT BEACH POLICE DEPARTMENT r; »� Cvinnei,4na,Ljrb+�3Z(yu.t � _,i h,ei Jori T !Cw�S 870 Santa Barbara Drive Newport Beach -CA 92660 949.644.3791 `•c..aw*`' 2015 CRIME AND ALCOHOL-RELATED STATISTICS Subject: 455 Newport Center Dr M24 not applicable 1 0 0 0 0 2 notapplkobk Subject RD: RD39 7,497 204 2`74 23,803.97 254 27 35 I 12 66 13 Adjacent RD: RD43 ��936 30 23 2,944.06 23 5 3 0 5 3 340 Adjacent RD: RD44 6,261 113 185 2,089.88 166 23 36 3 49 41 132 Adjacent RD: RD47 1,28 15 27 970.87 24 7 1 0 1 1,545 l Newport Beach 102,056 2,339 3,841 2,739.65 3,523 449 666 28 1,185 438 194 California not available 1,100,901 notovuilohle 2,955.1 1 IS; 97,653 381 National not avoiloble 9,443,212 not available 3,052.79 11,205,833 1,117,852 414,854 321,125 not available not applicable not applicable Summary for Fleming's Steakhouse at 455 Newport Center Dr (RD39) In 2015, RD39 had a total of 478 reported crimes, compared to a city-wide reporting district average of 163 reported crimes. This reporting district is 315 crimes,or 193%,OVER the city-wide average. The number of active ABC licenses in this RD is 66,which equals a per capita ratio of one license for every 13 residents. Orange County averages one license for every 505 residents and California averages one license for every 381 residents. This location is within an RD that is OVER the Orange County and OVER the California per capita averages of ABC licenses. Pott l Crimes are the 8 most serious crimes as defined by the FBI Uniform Crime Report-Homicide,Rope,Robbery,Aggravated Assoult, Burglary, Larceny-Theft,Auto Theft,and Arson. This report reflects City of Newport Beach raw crime data for 2015, through December 31,before unfounded crimes are removed. California and National crime figures are based an the 2014 Uniform Crime Report which is the most recent edition. Crime Rote refers to the number of Part 1 Crimes per 100,000 people. Number of Active ABC Licenses is the total of all types of retail licenses known to the NBPD as of 01107/2016. All Population figures taken from the 2010 U5 Census. 31 8/16/2016 Attachment No. ZA 5 Reporting Districts Map 32 RD35RD54 �f RD36 HA9T FORD 0 j 1 'RD BONITA cAjV ,OR v2,/�/► �RD37 " h RD32 00 %/RD38 X00 ' RD52 '1p �a RD51 m� oQ' S RD41 RD39 RD53 4ys7D I R <� l P � O , w RD42 WI z a RD43 RD\4`7 E RD22 N MNteuEa�� y1' RD48 B�DnBLVD E 1y /. ✓ �RD11�-+ � � RD66 RD45 RD46 Newport Beach Disclaimer: Every reasonable effort has been made to assure the accuracy of the data provided, however,The City of GIS Newport Beach and its employees and agents disclaim any and all responsibility from or relating to ��ab`%'�q�, any results obtained in its use. 0 2,000 4,000 Imagery: 2009-2013 photos provided by Eagle r Feet Imaging www.eagleaerial.com <IFORM` zizv2an 33 Attachment No. ZA 6 Project Plans 34 C1 x W a. U_ f� d x Q w w w O 455 NEWPORT CENTER DRIVEcn Q NEWPORT BEACH , CALIFORNIA 92660 z z REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY INDEX OF DRAWINGS E-; C' ARCh'�J� q A 0 ��" BRADY W a R G ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. CLIENT: STRUCTURAL ENGINEER: 0 ISSUED O REFERENCE ONLY • ISSUED O REFERENCE ONLY C_ 77 XX AB AIR BARRIER ID INSIDE DIAMETER BLOOMIN BRANDS SHIMAJI&LASCOLA ENGINEERS a Q O AB/VR AIR BARRIER/VAPOR RETARDER IGU INSULATED GLASS UNIT 2202 NORTH WESTSHORE BLVD. 5TH FLOOR 23682 B[RTCHER DRIVE XX A.XXX A.XXX AC ASPHALTIC CONCRETE,AIR CONDITIONING INCL INCLUDE, INCLUDING TAMPA, FL 33607 LAKE FOREST, CA 92630 NE ACC ACCESSIBLE INFO INFORMATION GENERAL PLUMBING d "y�� °' O� ACP ACOUSTICAL CEILING PANEL INSUL INSULATE, INSULATION CONTACT:JENNIFER SIRIEPIJNG CONTACT: JIM LASCOLA w ACST ACOUSTICAL INT INTERIOR PHONE: (813) 282-1225 PHONE: (949) 770-9967 A000 COVER SHEET P100 PLUMBING NOTES AND SYMBOLS z O BUILDING SECTION INDICATOR WALL SECTION INDICATOR QF CA1'`� AD AREA DRAIN If INFORMATION TECHNOLOGY FAX: (813) 288-8549 FAX: (949) 770-9542 A001 CONTRACTOR INFORMATION P200 PLUMBING PLAN BASEMENT ADDM ADDENDUM TWD INDIRECT WASTE DRAIN EMAIL: jenniferstriephng@bloominbrands.com E-MAIL:jim@s➢-se.com A002 ADA STANDARDS P201 PLUMBING PLAN FIRST FLOOR ADJ ADJUSTABLE XX AESS ARCHITECTURALLY EXPOSED STRUCTURAL JAN JANITOR A003 ADA STANDARDS P300 PLUMBING DETAILS AND SCHEDULES A-XXX STEEL JT JOINT ARCHITECT: MEP ENGINEER: A004 ADA STANDARDS P400 PLUMBING SPECIFICATIONS XX AF ACCESS FLOORING A005 ADA STANDARDS z A-XXX AFF ABOVE FINISHED FLOOR KIT KITCHEN CESO, INC. HENDERSON ENGINEERS INC. A006 SITE ACCESS PLAN O �0 AHU AIR HANDLING UNIT 1305 NE McCLAIN ROAD, SUITE 7 510 W 6TH STREET, SUITE 1105 U ALT ALTERNATE L LONG gENTONVILLE, AR 72712 LOS ANGELES, CA 90014 w ALUM ALUMINUM LAM LAMINATE, LAMINATED CIVIL 0 ANOD ANODIZED TAU LAUNDRY CONTACT: CHRIS BROSHEARS CONTACT:ROBERT HARRIS ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR APPROX APPROXIMATE LAV LAVATORY c w APT APARTMENT LT LIGHT PHONE: (479) 321-3223 PHONE: (913) 742-5358 C001 TITLE SHEET O o FAX: (479) 271-0621 FAX: (913) 742-5001 C002 EXISTINGTOPO MECHANICAL w a ARCH ARCHITECT, ARCHITECTURAL LTG LIGHTING E c AUTO AUTOMATIC EMAIL:broshears@cesoinc.com E-MAIL:robert.harris@hei-eng.com C003 DEMOLITION PLAN M100 MECHANICAL NOTES, DEfAI[S AND SYMBOLS 0 AV AUDIO VISUAL MAS MASONRY C004 PRECISE GRADING M200 MECHANICAL PLAN BASEMENT z OV XX A X){}L AWP ACOUSTICAL WALL PANEL(S) M X MAXIMUM C005 SITE SURVEY M201 MECHANICAL PLAN FIRST FLOOR Q F A-XXX +0- BB N BB BULLETIN BOARD MDF MEDIUM DENSITY FIBERBOARD CIVIL ENGINEER: FIRE PROTECTION ENGINEER: M400 MECHANICAL SPECIFICATIONS d BBI BLOOMIN BRANDS, INC. MDO MEDIUM DENSITY OVERLAY STANTEC HENDERSON ENGINEERS INC. ARCHITECTURAL Ca %Uw O o BD BOARD MECH MECHANICAL w _ R EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BLDG BUILDING MED MEDIUM 38 TECHNOLOGY DRIVE, SUITE 100 510 W 6TH STREET, SUITE 1105 AD101 DEMOLITION PLAN-FIRST FLOOR Q Q z BLKG BLOCKING MEMB MEMBRANE IRVINE, CA 72618 LOS ANGELES, CA 90014 ELECTRICAL w BO BOTTOM OF MEP MECHANICAL/ELECTRICAL/ AD 102 DEMOLITION PLAN- BASEMENT BOT BOTTOM PLUMBING CONTACT:DAVE ELWELL CONTACT: ROBERT HARRIS AD 103 DEMOLITION REFLECTED CEILING PLAN -FIRST FLOOR E100 ELECTRICAL NOTES AND SYMBOLS BRG BEARING MEZZ MEZZANINE PHONE: (949) 923-6135 PHONE: (913) 742-5358 AD104 DEMOLITION REFLECTED CEILING PLAN -BASEMENT E200 LIGHTING PLAN BASEMENT w z BRZ BRONZE MGT MANAGEMENT FAX: (949) 923-6121 FAX: (913) 742-5001 AD 105 DEMOLITION EXTERIOR ELEVATIONS E201 LIGHTING PLAN FIRST FLOOR �y ' E BUR BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE E-MAIL: dave.elwe➢@stantec.com E-MAIL: robert.hariis@hei-eng.com XX�A-XXX X BUR BUILT UP ROOFING MH MANHOLE g• AD 106 DEMOLITION ROOF PLAN E202 POWER PLAN BASEMENT CD MIN MINIMUM, MINUTE A101 ARCHITECTURAL FLATWORK PLAN E203 POWER PLAN FIRST FLOOR CAB CABINET MISC MISCELLANEOUS A102 LIFE SAFETY PLAN-FIRST FLOOR E300 ELECTRICAL DETAILS AND SCHEDULES CB CATCH BASIN MO MASONRY OPENING CEM CEMENT,GUARDCEMENTITIOUS MP MANAGING PARTNER BUILDING INFORMATION A103 LIFE SAFETY PLAN-BASEMENT E301 ELECTRICAL SCHEDULES x MATCH LINE INDICATOR DRAWING REVISION INDICATOR CG CORNER GUARD MS MOP SINK A201 FLOOR PLAN-FIRST FLOOR E400 ELECTRICAL SPECIFICATIONS U CH COAT HOOK MTD MOUNTED A202 FLOOR PLAN-BASEMENT E401 ELECTRICAL SPECIFICATIONS CI CAST IRON MTL METAL CODE JURISDICTION A203 FLOOR FINISH PLAN-FIRST FLOOR E500 TITLE 24 COMPLIANCE FORMS CJ CONTROL JOINT MVBL MOVABLE ZONING: CITY OF NEWPORT BEACH PLANNING DIVISION A204 FLOOR FINISH PLAN-BASEMENT E501 TITLE 24 COMPLIANCE FORMS O 04 X.X CCAST-IN-PLACE MWP METAL WALL PANELS A205 FURNITURE PLAN-FIRST FLOOR E502 TITLE 24 COMPLIANCE FORMS X.X X.X X.X CLL CENTERLINE BUILDING: CITY OF NEWPORT BEACH BUILDING DIVISION H CLG CEILING N NORTH A206 FURNITURE PLAN-BASEMENT E503 TIME 24 COMPLIANCE FORMS U FIRE: NEWPORT BEACH FIRE DEPARTMENT CLO CLOSET NIC NOT IN CONTRACT A207 REFLECTED CEILING PLAN-FIRST FLOOR E504 TITLE 24 COMPLIANCE FORMS ti CLR CLEAR NO NUMBER HEALTH: ORANGE COUNTY ENVIRONMENTAL HEALTH CMU CONCRETE MASONRY UNIT NOM NOMINAL A208 REFLECTED CEILING PLAN-BASEMENT O CO CLEAN OUT, CASED OPENING NRC NOISE REDUCTION COEFFICIENT A209 CEILING DIMENSION PLAN-FIRST FLOOR a APPLICABLE CODES w EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR COL COLUMN NTS NOT TO SCALE A210 ROOF PLAN FIRE SPRINKLER LU COMM COMMUNICATION BUILDING CODE: 2013 CALIFORNIA BUILDING CODE (CBC) A211 ENLARGED PLANS AND DETAILS O CONC CONCRETE OC ON CENTER FIRE CODE: 2013 CALIFORNIA FIRE CODE A212 ENLARGED BAR PLANS AND DETAILS F100 FIRE NOTES AND SYMBOLS C7 (9 CONN CONNECTION, CONNECT OH OVERHEAD PLUMBING CODE: 2013 CALIFORNIA PLUMBING CODE A213 ENLARGED FLOOR PLANS F200 FIRE SPRINKLER BASEMENT PLAN (9 CONSTR CONSTRUCTION OD OUTSIDE DIAMETER �. � J CONT CONTINUOUS, CONTINUE OPNG OPENING MECHANICAL CODE: 2013 CALIFORNIA MECHANICAL CODE A214 DIMMING PLAN-FIRST FLOOR F201 FIRE SPRINKLER FIRST FLOOR PLAN a N EL XXX.XX EL XX„'-XX" CORR CORRIDOR OPP OPPOSITEELECTRICAL CODE: 2013 CALIFORNIA ELECTRIC CODE A215 DIMMING PLAN-BASEMENT F300 FIRE PROTECTION SPECIFICATIONS U O7 Q CPM CONSTRUCTION PROJECT MANAGER ORD OVERFLOW ROOF DRAIN ENERGY CONSERVATION CODE: 2013 CALIFORNIA ENERGY CODE A301 EXTERIOR ELEVATIONS U O CPT CARPET OTS OPEN TO STRUCTURE ABOVE 0 Q CSWK CASEWORK ACCESSIBILITY CODE: 2013 CALIFORNIA BUILDING CODE, CHAPTER 11 B A501 WALL SECTIONS x Lj U W CTR CENTER OTHER APPLICABLE CODES: 2013 CALIFORNIA GREEN BUILDING STANDARDS A502 WALL SECTIONS SPECIFICATIONS O H LU DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CU CUBIC PBD PARTICLEBOARD w z = N PRCST PRECAST *ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LOCALLY ADOPTED ACCESSIBILITY CODE* A504 WALL SECTIONS SP100 ARCHITECTURAL SPECIFICATIONS of D DEEP, DEPTH PD PLANTER DRAIN zz L�.I O j DBL DOUBLE PERP PERPENDICULAR A505 WALL SECTIONS SP200 ARCHITECTURAL SPECIFICATIONS d U A002 EQUIPMENT INDICATOR DEMO DEMOLISH, DEMOLITION PLAM PLASTIC LAMINATE A600 INTERIOR ELEVATIONS SP300 ARCHITECTURAL SPECIFICATIONS w U Q W ROOM NAME DET DETAIL PLAS PLASTER GENERAL CODE DATA A601 INTERIOR ELEVATIONS SP400 ARCHITECTURAL SPECIFICATIONS LLI F_ A002 FIXTURE INDICATOR DF DRINKING FOUNTAIN PLYWD PLYWOOD A602 INTERIOR ELEVATIONS SP500 ARCHITECTURAL SPECIFICATIONS ~ m Z U XXXX DIA DIAMETER PNL PANEL MAIN USE GROUP: A-2 - A002 FURNITURE INDICATOR DING DIAGONAL, DIAGRAM PL PROPERTY LINE A603 INTERIOR ELEVATIONS SP600 ARCHITECTURAL SPECIFICATIONS UJ DIM DIMENSION PR PAIR A604 INTERIOR ELEVATIONS SP700 ARCHITECTURAL SPECIFICATIONS g 0O A002 GRAPHIC/SIGNAGE INDICATOR DN DIVIDE, DIVISION PRKG PARKING CONSTRUCTION TYPE: TYPE VB O A701 DETAILS SP800 ARCHITECTURAL SPECIFICATIONS O � � tY DMPF DAMPPROOF, DAMPPROOFING PROP PROPERTY w of ROOM INDICATOR MISCELLANEOUS INDICATORS A702 DETAILS SP900 ARCHITECTURAL SPECIFICATIONS DN DOWN PT PAINT, POINT, PRESSURE TREATED ALLOWABLE BUILDING HEIGHT: 40'/ 1 STORY WITH 20'/ 1 STORY INCREASE = 60'/2 STORIES a I— DPM DESIGN PROJECT MANAGER PIN PARTITION A703 DOOR AND WINDOW DETAILS .a DR DOOR, DRESSING ROOM A704 DETAILS > ~ DS DOWNSPOUT R RADIUS, RISER ACTUAL BUILDING HEIGHT: TALLEST FEATURE AT 28'-6" ± A705 PARTITION DETAILS O Z > UJ DW DISHWASHER RCP REFLECTED CEILING PLAN A706 DETAILS Q w DWG DRAWING RD ROOF DRAIN, ROAD FIRE SPRINKLER: EXISTING AUTOMATIC SPRINKLER SYSTEM THROUGHOUT L� L� z 12 xx-xx - DWR DRAWER RECPT RECEPTACLE A801 FINISH SCHEDULE REF REFER TO, REFERENCE A802 DOOR SCHEDULE E EAST REF REFRIGERATOR TENANT SQUARE FOOTAGE: 4,096 S.F. EXISTING BASEMENT A803 ROOM FINISH SCHEDULE w DES EXTERIOR INSULATION AND REINF REINFORCED, REINFORCING 7,551 S.F. EXISTING 1 st FLOOR FINISH SYSTEM READ REQUIRED 1,175 S.F. PATIO ADDITION Q (DOOR) OPENING INDICATOR FINISH INDICATOR EJ EXPANSION JOINT REV REVISED, REVISION 12,822 S.F. TOTAL BUILDING SQUARE FOOTAGE AFFECTED FOOD SERVICE EL ELEVATION REG ROOFING ELEC ELECTRIC, ELECTRICAL RM ROOM FS 1 FOOD SERVICE PLANS z ELEV ELEVATOR RO ROUGH OPENING SEATING COUNT: 321 EXISTING ENCL ENCLOSE, ENCLOSURE RT RIGHT 314 PROPOSED (7 SEAT REDUCTION) STRUCTURAL u LOS EDGE OF SLAB WXX XX'-XX" AFF EP ELECTRIC PANEL S SOUTH, SPANDREL OCCUPANCY EQ EQUAL SCWD SOLID CORE WOOD Sl GENERAL NOTES EQUIP EQUIPMENT SCHED SCHEDULE ESCAL ESCALATOR SD STORM DRAIN OCCUPANT LOAD: 510(BASED ON CALCULATED LOAD, NOT SEATING COUNT) S2 FOUNDATION PLAN m EW EACH WAY SECT SECTION S3 ROOF FRAMING PLAN Q WINDOW INDICATOR CEILING HEIGHT INDICATOR EXH EXHAUST SG SAFETY GLASS NO. EXITS REQUIRED/PROVIDED: 3(REQUIRED) S4 CONSTRUCTION DETAILS EXP EXPANSION, EXPOSED SGL SINGLE S5 CONSTRUCTION DETAILS Q EXIST EXISTING SLIT SHEET 4(PROVIDED; INCLUDES KITCHEN EXIT) SHTHG SHEATHING S6 CONSTRUCTION DETAILS FA FIRE ALARM SIM SIMILAR MAX.ALLOWABLE TRAVEL Z FCIO FURNISHED BY CONTRACTOR/ SPEC SPECIFICATION DISTANCE TO NEAREST EXIT: 250 FT. XX INSTALLED BY OWNER SPKLR SPRINKLER GENERAL NOTES FD FLOOR DRAIN SPKR SQ SQUARE EGRESS WIDTH REQUIRED/PROVIDED: SEE LIFE SAFETY PLANS, SHEETS A102 AND Al 03 u FDC FIRE DEPARTMENT d CONNECTION SS SERVICE SINK FDTN FOUNDATION SST STAINLESS STEEL 1. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH DOCUMENTS 12. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND AREA OF CONSTRUCTION 26. ALL WORK DESCRIBED HEREIN IS CONTRACTOR PERFORMED UNLESS OTHERWISE WALL TYPE INDICATOR FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS PLUMBING FIXTURE REQUIREMENTS GIVEN AT PRE-BID MEETING AND ACCEPT PREMISES AS FOUND. OWNER ASSUMES SHALL BE LEFT IN A"BROOM"CLEAN CONDITION AT ALL TIMES. AREAS NOT UNDER NOTED. w FEC FIRE EXTINGUISHER S� STANDARD NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR EXISTING TOTAL CONSTRUCTION SHALL BE THOROUGHLY CLEAN AND FREE OF vp" CABINET FH FIRE HYDRANT STIR STORAGE STRUCTURES AT THE TIME OF BIDDING. CONSTRUCTION DUST EACH DAY.UPON PROJECT COMPLETION CONTRACTOR IS 27. WALLS SHOWN IN ALIGNMENT ARE IN ALIGNMENT WITH FINISHED SURFACES. Ca OCCUPANTS SERVED: 248 PERSONS LU FHC FIRE HOSE CABINET STRUCT STRUCTURAL (BASEMENT 19 MALE/ 19 FEMALE) TO CLEAN WORK AREAS AND JOB SITE SITE THOROUGHLY SO AS TO REMOVE ALL d FIG FIGURE SUSP SUSPENDED (1ST FLOOR 105 MALE/ 105 FEMALE) 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO CONSTRUCTION DUST, RESIDUE AND DEBRIS. 28. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE CONTRACTOR, ALL OTHER ti FIN FINISH, FINISHED -PER 2013 CPC CH. 4, TABLE 422.1 [BSC, DSA-SS& DSA-SS/CC]OCCUPANT LOAD FACTOR TABLE A DETERMINE ANY LOCATION.THE OWNER SHALL BE NOTIFIED IF ANY DISCREPANCY PERMITS SHALL BE SECURED & PAID FOR BY THE SUBCONTRACTOR DIRECTLYC1 X.X FLEX FLEXIBLE T TREAD,TEMPERED OCCURS PRIOR TO CONTINUING WITH WORK. 13. THE GENERAL CONTRACTOR SHALL NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE O FLR FLOOR, FLOORING T&G TONGUE AND GROOVE 2013 CPC CH. 4-TABLE 422.1 -TABULATION: ID FLUOR FLUORESCENT TC TRAFFIC COATING OR OTHER RIGHT-OF-WAY WITHOUT FIRST OBTAINING PROPER PERMITS. ACQUIRED AND PAFOR BY THE INDIVIDUAL GENERAL CONTRACTOR OR d FO FACE OF, FINISHED OPENING TEL TELEPHONE 3. THE GENERAL CONTRACTOR AND ALL OF THEIR SUB-CONTRACTORS SHALL VERIFY SUBCONTRACTOR. Q Y KEYNOTE FOIC FURNISHED BY OWNER/ TEMP TEMPERATURE,TEMPORARY MALE FEMALE ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE IN CONJUNCTION WITH THE 14. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE INSTALLED BY CONTRACTOR TER TERRAllO FIXTURES COMPLETE SET OF CONSTRUCTION DOCUMENTS PRIOR TO COMPLETING A BID FOR HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICT 29. CONTRACTOR SHALL COORDINATE ALL SUB-CONTRACTORS THAT ARE UNDER DIRECT w , Q FP FIRE PROTECTION, FIREPROOF TIHK THICK,THICKNESS REQUIRED PROVIDED REQUIRED PROVIDED � � LU FR FRAME, FIRE RATED TO TOP OF BASEMENT WATER CLOSETS 1 1 1 1 THE PROJECT. ANY DISCREPANCIES OR CLARIFICATION REQUIRED DUE TO CONFLICTS ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND CONTRACT WITH BLOOMIN BRANDS, INC.THIS INCLUDES COORDINATION, FRMG FRAMING TSTAT THERMOSTAT OR PERCEIVED CONFLICTS IN THE DOCUMENTS ARE TO BE IMMEDIATELY BROUGHT TO RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE SCHEDULING AND MONITORING. w FRP FIBERGLASS REINFORCED PLASTIC TV TELEVISION BASEMENT LAVATORIES 1 1 1 1 0 CO FRT FIRE RETARDANT TREATED TYP TYPICAL 1 ST FLOOR WATER CLOSETS 2 2 3 3 THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO BID OR SUB-BID. IN APPROPRIATE NATIONAL TRADE BOOKS;I.E. TILE COUNCIL OF AMERICA, cn FT FOOT, FEET THE EVENT A BID IS DEVELOPED WITH POTENTIAL DOCUMENT DISCREPANCIES, THE BID HANDBOOK FOR CERAMIC TILE INSTALLATION;ARCHITECTURAL WOODWORK 30. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY W W FTG FOOTING UGND UNDERGROUND 1ST FLOOR URINALS 1 1 N/A N/A MUST REFLECT THE MOST EXPENSIVE INTERPRETATION OF THE DOCUMENTS. INSTITUTE, "QUALITY STANDARDS,"ETC. WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION.THE FUT FUTURE UNF UNFINISHED 1 ST FLOOR LAVATORIES 2 2 1 3 3 CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF U FVC FIRE HOSE VALVE CABINET UON UNLESS OTHERWISE NOTED FWC FABRIC WALL COVERING DRINKING FOUNTAINS N/A N/A N/A N/A 4. THE GENERAL CONTRACTOR SHALL REPORT TO THE BLOOMIN BRANDS, INC. PROJECT 15. THE OWNER MAY PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS PLANS WITH ALL REVISIONS, ADDIINDUMS AND CHANGE ORDERS, ON THE PREMISES q FWP FABRIC WRAPPED PANEL(S) VERT VERTICAL SERVICE SINK 1 REQUIRED, 1 EXISTING MANAGER ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER.THE CONTRACT WITH HIS OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH AT ALL TIMES.THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. a VEST VESTIBULE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF OTHER CONTRACTORS. THE CONTRACTOR SHALL COOPERATE WITH THE OWNER O GA GAGE VIE VERIFY IN FIELD CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE AND OTHER CONTRACTORS AND COORDINATE HIS WORK WITH THE OWNER SO 31. THE ARCHITECT, AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR GALV GALVANIZED VNR VENEER GC GENERAL CONTRACTOR VR VAPOR RETARDER OWNER. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE THAT WORK BY OTHERS CAN BE INCORPORATED IN A TIMELY MANNER. CONFORMANCE WITH DESIGN CONCEPT FOR THE PROJECT. THE OWNER AND/OR p N T E R I 0 R FINISH FIRE CHARACTERISTICS GEN GENERAIL3 GENERATOR V WC VINYL WALLCOVERING ARCHITECT AND OWNER. ARCHITECTS APPROVAL OF ANY SPECIFIC ITEM SHALL NOT NECESSARILY INDICATE d 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE ALL APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. GENERAL CONTRACTOR a REINFORCED CONCRETE W WEST,WIDE, WIDTH 5. ALL PLAN DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, UNLESS NECESSARY PRECAUTIONS TO ENSURE SAFETY OF WORKERS AND OCCUPANTS AT SHALL REVIEW THE SHOP DRAWINGS PRIOR TO SUBMISSION AND ASSURE THAT THE d GFRG GLASS-FIBER W/ WITH z FLAME SPREAD CLASS FLAME FUEL SMOKE REINFORCED GYPSUM W/O WITHOUT OTHERWISE INDICATED. ALL TIMES. INFORMATION PROVIDED IS IN CONFORMANCE WITH THE CONSTRUCTION 0 RATINGS SPREAD CONTR. DEVELOPED GFRP GLASS-FIBER WC WATER CLOSET, WALLCOVERING DRAWINGS. C/) REINFORCED PLASTIC WD WOOD 6. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, 17. ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO GL GLASS WH WALL HYDRANT AND LOCAL BUILDING CODES, ORDINANCES, AND RESTRICTIONS. ALL STATE AND LOCAL REQUIREMENTS. (IF APPLICABLE) 32. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER O ACOUSTICAL TILE A 0-25 0-450 GYP GYPSUM WP WEATHERPROOF, WATERPROOF, x GYP BD GYPSUM WATERPROOFING, WORK POINTVICINITY MAP CONTRACTORS MUST COMPLY WITH THE CONTRACTOR REGISTRATION AND BUSINESS PRODUCT SAFETY COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING p, PLASTIC LAMINATES A 0-25 0-450 H fl&D WR WATER RESISTANT LICENSING REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 18. REMODEL WORK SHALL NOT OBSTRUCT, OR CAUSE TO BE INOPERATIVE, ANY MATERIALS (42 FR 1428: #16 CFR PART 1201). z WT WEIGHT EXISTING FIRE PROTECTION SYSTEMS. MODIFICATION TO FIRE PROTECTION SYSTEMS U HE HOSE BIBB WWF WELDED WIRE FABRIC R LATEX PAINT A 0-25 0-450 HCWD HOLLOW CORE WOOD 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING SHALL BE PERFORMED BY A FIRE PROTECTION CONTRACTOR,WHO SHALL OBTAIN 33. GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS w HD HAND DRYER XMFR TRANSFORMER PLAN NORTH MECHANICAL AND ELECTRICAL SERVICES AND DISTRIBUTION SYSTEMS WHETHER A PERMIT FROM THE LOCAL FIRE MARSHAL PRIOR TO BEGINNING WORK. PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH Ca ISSUED / REVISED DATE FLOOR FINISHES I 0-450 HDBD HARDBOARD SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL COULD DISTURB THE STRUCTURAL SLAB. HDW HARDWARE YD YARD BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY 19. BIDDING AND CONSTRUCTION IS ADMINISTERED BY THE REMODEL DEPARTMENT HDWD HARDWOOD INTERIOR TRIM C 76-200 0-450 HM HOLLOW METAL DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE OF BLOOMIN BRANDS, INC. THE ARCHITECT SHALL NOT BE CONTACTED DIRECTLY 34. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD O HO HOLD OPEN WORK. WITHOUT PRIOR APPROVAL OF BLOOMIN BRANDS, INC. REMODEL DEPARTMENT. DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE INTERIOR BASE C OR I 76-200 0-450 HORIZ HORIZONTAL PROJECT SPECIFICATIONS. w HR HOUR 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, 20. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE E'" WALL PANELING (PDR#1) C 76-200 0-450 HTS HOLLOW STRUCTURAL STEEL UNCRATING, AND INSTALLATION OF ALL OWNER FURNISHED ITEMS, INCLUDING OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE ANY INSTALLATION. 35. INSTALLATION OF ALL OWNER SUPPLIED ITEMS IS BY GENERAL CONTRACTOR UNLESS � HVAC HEATING,VENTILATING, DISPOSAL OF CRATING, PACKING ETC. OTHERWISE SPECIFIED. w DECORATIVE MATERIALS AND MEET NFPA 701 FLAME PROPAGATION PERFORMANCE CRITERIA AND AIR CONDRIONING oRo��s J TRUE NORTH 21. DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC., SHALL BE NON FLAMMABLE DRAPERIES 5a a� 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR OR FLAME-PROOF PER STATE/LOCAL FIRE MARSHAL REQUIREMENTS. 36. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT TO THE GENERAL CONTRACTOR REMEDY OF ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WITH REGARD TO ANY DETAIL.IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE d 1. ALL WALL FINISHES IN VESTIBULE&LOBBY AREAS SHALL BE CLASS"A" OR"B"RATING SCOPE O F WORK WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A 22. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM INTERPRETATION, SUCH MATTERS SHALL.BE BROUGHT TO THE ATTENTION OF (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:) 9��*'a SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS,AND THE Y (SPRINKLERED BUILDING) UNDER THIS CONTRACT. CODES/ORDINANCES. ARCHITECT/ENGINNER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. N DPM: DRAWN BY: 2. ALL WALL FINISHES IN CORRIDORS OR HALLWAYS SHALL BE CLASS"B"OR"C" REMODEL OF INTERIOR FINISHES INVOLVING: DEMOLITION OF EXISTING AND INSTALLATION OF NEW v SaQIV6 OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL 0 JH CB RATING (SPRINKLERED BUILDING) FLOOR,WALL,AND CEILING FINISHES IN ALL PUBLIC AREAS OF AN EXISTING FLEMING'S STEAKHOUSE. c °a 10. SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS: 23. MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A w A. PERMANENT ARTWORK (IF APPLICABLE) SPECIFICATIONS, RELEVANT FEDERAL, STATE, AND LOCAL STANDARDS AND REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. d STORE No: CHECKED BY: INSTALLATION OF NEW MILLWORK, BAR EQUIPMENT, GLAZING SYSTEMS, LIGHT FIXTURES, AND REVISED � 3. TO ACCOMPLISH FIRE RATED CLASSIFICATIONS USE"FLAME CONTROL COATINGS, INC" LIGHTING IN PUBLIC AREAS. NEW CHAIRS, BAR STOOLS, BOOTHS AND NEW WALL HUNG ART WORK PROJECT $ B. METAL DOOR-CLEAR CODES, AND THE REQUIREMENTS OF ALL OTHER GOVERNING AUTHORITIES. s 1501 BB PHONE: (716) 282-1399 LOCATION C. WINDOW FRAMES, SILLS AND JAMBS- CLEAR 37. ALL DECOR ITEMS SCHEDULED FOR REMOVAL SHALL BE SALVAGED &TURNED OVER U w ISSUE DATE: EXTERIOR REMODEL INVOLVING: 2 D. CONDUIT AND PIPE PENETRATIONS AT WAL IS, FLOORS, AND CEILINGS-CLEAR 24. THE ARCHITECTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH TO BLOOMIN BRANDS, INC. 0. 12/07/2016 FOR CLASS"A" OR"B"PAINT- "FLAME CONTROL No. 10-10 &No. 30-30 OVERCOAT' NEW EXTERIOR COVERED PATIO ADDITION, NEW ENTRANCE ELEMENTS AND FRONT FACADE E. JUNCTION OF MILLWORK (CABINETS, SHELVES, BOOTHS) - CLEAR STRUCTURAL, PLUMBING, ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS q a P F. STAINLESS STEEL TO WALES-CLEAR AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS OR 38. G.C.TO"TIDY UP"AND ORGANIZE CABLES AND WIRES AROUND THE P.O.S. STATIONS Q SHEET NUMBER FOR VARNISH FINISHES USE: �® °o° a G. ALL UNLIKE SURFACES-CLEAR SKETCHES AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.ANY AT VISIBLE LOCATIONS. FOR CLASS"A"-FLAME CONTROL No. 166 &No. 167 OVERCOAT ado P o H. BETWEEN TILE BACKER BOARD AND CONC. SLAB-CLEAR DISCREPANCY SHALL BE REPORTED TO THE BLOOMIN BRANDS CONSTRUCTION C3 FOR CLASS"B" -FLAME CONTROL No. 129 &No. 130 OVERCOAT �'�O r' 1. STAINLESS STEEL TO STAINLESS STEEL-SILVER PROJECT MANAGER BEFORE PROCEEDING WITH ANY WORK. 39. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL AO 0 0 °P CONSTRUCTION DEBRIS AND REMOVED MATERIALS TO AN OFF-SITE LOCATION. CONTRACTOR SHALL FOLLOW MANUFACTURER INSTRUCTIONS FOR ALL WORK TO BE o, �� �� 11. THE GENERAL CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS SO AS 25. THE CONTRACTOR SHALL PROVIDE BBI CONSTRUCTION PROJECT MANAGER ONE PERFORMED. NOT TO ACCUMULATE DEBRIS. SET OF"AS BUILT'DRAWINGS AT COMPLETION OF CONSTRUCTION. 40. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TEST AND TERMINATE ALL LOW Ca VOLTAGE WIRING. COORDINATE WITH BBI CPM. ti COVER SHEET W4 �S L1 DEMOLMON PLAN KEYNOTES 8REMOVE HOSTESS STAND, POWER AND DATA. COORDINATE 10 REMOVE ART WORK, STORE AT OWNER'S DIRECTION. 20 REMOVE DINING CHAIRS, STORE AT OWNER'S DIRECTION. 29 REMOVE EXISTING BAR TOP, DIE WALL,AND FOOTRAIL. 38 REMOVE EXISTING MENU BOARD. STORE AT OWNER'S DIRECTION. 49 REMOVE EXISTING MIRROR. 60 REMOVE EXISTING STAIR NOSINGS (TYPICAL) 8cw DISCONNECTION OF DATA WITH BBI TT. >. 1 I REMOVE EXISTING BACK BAR COUNTER AND MILLWORK. PREPARE WALL BEHIND21 AIMOVE BAR STOOLS, STORE AT OWNER'S DIRECTION. 30 REMOVE EXISTING SERVICE BAR TOP AND DIE WALL FINISHED FACE. DIE WALL 39 REMOVE EXISTING TRASH CAN. 50 REMOVE EXISTING VANITY COUNTERTOP AND BACK SPLASH. 61 EXISTING EQUIPMENT TO REMAIN. U 02 REMOVE HOSTESS STORAGE MILLWORK. MILLWORK FOR NEW FINISHES. FRAMING AND EQUIPMENT TO REMAIN. 03 REN40VE EXISTING FLOOR SINK AND CAP PLUMBING TO BE ABANDONED. FILL INREMOVE EXISTING DECORATIVE WOOD WRAP AND STRUCTURAL COLUMN AT 51 REMOVE EXISTING FLOOR FINISH THIS ROOM. O REMOVE MILLWORK CABINET. 12 REMOVE EXISTING DIMMER PANEL AND SWITCHES. 22 FLOOR AFTER REMOVAL TO PREPARE R NEW FLOOR FINISH.R FR TO PLUM ING 31 REMOVE EXISTING BER TOWER AND STORE FOR REUSE. 40 PCH, V VERIFY WITH STRUCTURAL AS TO EMOLRTON OF PIERS AND FOOTINGS. g2 CNTRR CTIOG DOOR/WINDOW SYSTEM AND PREP FOR NEW DRAWINGS. 52 REMOVE EXISTING CONCRETE SIDEWALK. CURB TO REMAIN. 04 REMOVE EXISTING DOOR, FRAME, AND THRESHOLD. 13 REMOVE EXISTING QUILTED COPPER FROM KITCHEN EXHAUST HOOD. PREP HOOD 32 REMOVE EXISTING GLASS WASHER AND STORE FOR REUSE IN NEW BAR 41 REMOVE EXISTING DOOR. FRAME TO REMAIN FOR REUSE WITH NEW DOOR. 63 REMOVE PORTION OF EXISTING HEADER AS REQUIRED FOR NEW FRAMING FOR NEW FINISH SURFACE. 23 REMOVE EXISTING BAR EQUIPMENT.RECONFIGURE POWER AND PLUMBING FOR CONFIGURATION. 53 EXISTING SIDEWALK TO REMAIN. CONSTRUCTION. 05 REMOVE DECORATIVE WOOD COLUMN WRAP, BASE, AND CAP. CLEAN NEW LAYOUT. STORE ALL EQUIPMENT AT OWNERS DIRECTION. 42 REMOVE EXISTING SINK, COUNTER, FAUCET, SOAP DISPENSER AND BACK SPLASH. d AND PREP STRUCTURAL COLUMN TO REMAIN (IF EXISTING)TO RECEIVE 1q REMOVE EXISTING BRICK TILE FINISH IN KITCHEN. PREP SUBSTRATE FOR NEW FINISH. 33 REMOVE P.O.S. UNIT AND CABINETRY (P.O.S. UNIT SHALL BE REMOVED WITH CARE 54 REMOVE EXISTING EXTERIOR LIGHT FIXTURE. 64 REMOVE EXISTING DOOR AND FRAME. a NEW WORK WHERE APPLICABLE. RFA4REMOVE EXISTING QUARTZ WALL FINISH. PREP SUBSTRATE FOR NEW FINISH. EXISTING 24 MILLWORK.0VE DECORATIVE POWER BACK TO JUNCTION DISPLAY AND SUPPORTING O FOR RE-USE IN NEW LOCATION). 43 REMOVE EXISTING WALL SCONCE. PATCH WALL AT REMOVED FIXTURE. qw 55 EXISTING FLOOR SINK TO REMAIN. g5 REMOVE EXISTING WALL TILE IN RESTROOM. PREP SUBSTRATE FOR NEW Ow O6 REMOVE LOW WALL. QUARTZ COUNTERTOP TO REMAIN. 25 SAWCUT TRENCH IN EXISTING FLOOR FOR NEW HOSTESS STAND. GC TO PREP AREA 34 OWNER'S DIRTABECTION. SE BASES FOR NEW TABLES), STORE AT 44 REMOVE EXISTING GLASS WALL AT WINE ROOM. FINISH. 56 REMOVE LOW WALL CAP AND GLASS. 07 REMOVE EXISTING WALL MOUNTED COUNTER. 16 REMOVE BOOTH, TABLES, BASES, &BOOTH DIVIDERS IN GROUPING. REPAIR FOR TRENCHING. GC VERIFY LOCATION OF J-BOX. REFERENCE DETAIL 03/AD102 FOR 45 REMOVE EXISTING WINE DISPLAY MILLWORK. 66 REMOVE EXISTING TOILET FIXTURES AND ACCESSORIES AS REQUIRED FOR O DAMAGED AREAS AS REQUIRED FOR NEW FINISHES. ADDITIONAL INFORMATION. 35 REMOVE FLOOR TILE AND BASE, PREPARE SURFACES FOR NEW FINISHES. 57 REMOVE PORTION OF EXISTING DECORATIVE COLUMN WRAP NEW TILE WORK. STORE FOR REUSE. qq 08 REMOVE PORTION OF FULL HEIGHT WALL AS REQUIRED, REPAIR 4g REMOVE EXISTING RAIL. DOWN TO 5'4'A.F.F. PREP FOR NEW FINISHES AS REQUIRED. 67 REMOVE EXISTING TOILET STALL DOOR. W DAMAGED AREAS.SHORE EXISTING STRUCTURE/ROOF AS REQUIRED. 17 REMOVE BOOTH PLATFORM, REPAIR DAMAGED AREAS. 2g REMOVE EXISTING WAITING AREA BENCH AND END TABLES. 36 REMOVE EXISTING RAILING, GLASS WINDSCREEN, AND GATE SYSTEM. 47 REMOVE EXISTING WOOD WALL PANELING, CROWN MOLDING, BATTENS, AND BASE. 58 REMOVE EXISTING FOLDING PARTITION,TRACK(S),DOOR 09 MISTING LIGHTING, MAYBE REQUIRED., AND HVAC RF MEPODRAWINGOS FOR 18 REMOVE EXISTING TELEVISION AND STORE FOR REUSE. 27 REMOVE EXISTING MILLWORK AND UPPER WALL. 37 REMOVE R EXISTING BENCHES,PATIO TABLES, PATIO CHAIRS, AND LANDSCPAE 48 REMOVE EXISTING MOSAIC TILE AND MIRRORS. ENCLOSURE, AND RELATED ITEMS. 68 PANEOVE L R PORTION ELECTRICAL EXISTING ALL AS REQUIRED FOR NEW RECESSED S. ADDITIONAL INFORMATION. 19 EXISTING TABLE TO BE RELOCATED PER NEW FURNITURE LAYOUT, COORDINATE WITH 28 REMOVE EXISTING DOORS AND GLAZING. 59 REMOVE EXISTING FULL HEIGHT WALL, INCLUDING FINISHES, d OWNER. FRAMING AND CONCEALED 8"CMU WALL. 69 REMOVE EXISTING STAIRS AND HANDRAILS. z 5 70 REMOVE ENTIRE EXISTING RAISED PLATFORM. PREP AND REPAIR FLOOR W «a 0 ARC'�i H UNDER REMOVED PLATFORM FOR NEW FLOOR FINISHES. p BRADY W 71 REMOVE ENTIRE RAMP, HANDRAILS AND SIDE WALLS. REPAIR AND PREP a �/ R G 04 FLOOR UNDER RAMP FOR NEW FLOOR FINISHES. w 105 C- 77 REMOVE PORTION OF EXISTING HANDRAIL FOR INSTALLATION OF 66 53 72 WALL. REF A 01 OR XTENTS OF HANDRAIL REMOVA REQUIREDNEW flj 3 3 ( -�7 O RENEWAL 67 65 73 73 73 REMOVE EXISTING PLYWOOD,WOOD CHAIR RAIL, AND WOOD BASE. w Y\ o<tE Q` TYP /f TYP 73 PREP WALL FOR NEW FINISHES. CAS-`�O \I OS I 73 08 73 73 52 z i O 74 EXISTING ROOF DRAWS TO REMAIN FIELD VERIFY LOCATION AND COORDINATE WITH BBI CPM AND ARCHITECT IF NEW CONSTRUCTION p WILL NOT CONCEAL DRAINS AS DESIGNED. \\O 6 p 1 72 I 54 75 SAW OUT AND REMOVE FLOOR SLAB AS REQUIRED FOR NEW PLUMBING. Q N 73 REF FS1 AND PLUMBING PLANS. U z a i - - - - - - — — — — — — — — — — — — — - - - - - — — — — - - w Oma • \ \ 70 44 51 45 70 1 76 TRREAMOK E PORTION OF SLAB AS REQUIRED FOR NEW RECESSED DOOR 04 O J 14 35 72 _T — _T — O \\ - Z GENERAL CONTRACTOR NOTE q FF 0 TYP s4 / / \ \\ // / \ \ / / \\ z o � +- 43 73 / — _ \ \ \ \ / // / \ \ / _ \\ \\\ \ ITI 52 PROVIDE (2) LAYERS OF BEIGE MATERIAL TO CONCEAL THE SCAFFOLD AND MODIFICATION WORK QdQ z q FOR THE EXTERIOR OF THE BUILDING. GENERAL CONTRACTOR SHALL DEVELOP A LAYOUT AND tra O ° 65 48 i 47 III 1y11 i 1 / I \ 1 PROVIDE TO LANDLORD'S TENANT COORDINATOR FOR APPROVAL PRIOR TO MOBILIZATION AND Q a a TYP L — — J I 16 I ITI 16 I ITI it li I �I III w '_ ERECTION OF A SCAFFOLDING SYSTEM AT THE PREMISES. 42 IF II 14 - - - _ /' 7g Lu _ _ _ - AL � _ _ _ � uIu 1g I I I I ITI 3' GENERAL DEMOLITION NOTES " 14 — — 14 l I �� 1111 o _ A. ALL ADJACENT SURFACES FOR HEMS TO BE REMOVED SHALL BE REPAIRED AS NECESSARY AND s0 43 // 7° \ / / /// 111 FINISHES SHALL BE PROVIDED TO MATCH EXISTING CONDITIONS (UNLESS SURFACE FINISHES ARE 15 _ — — /// BEING REPLACED) COORDINATE WITH OWNER. 49 q l 14 i \\ , \ 51 43 48 43 /f, /\ \ U B. FIRE ALARM COMPONENTS ON WALLS TO BE DEMOLISHED SHALL BE RELOCATED TO ADJACENT 20 /\`, ,\/j 20\�\1 I — — — — NEW OR EXISTING SURFACES. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED ENGINEERING — — — — — \\ \\ 19 / i Ky\ 37 FIRE ALARM SHOP DRAWINGS FOR BULDING/FIRE DEPARTMENT APPROVAL PRIOR TO �\ \ / — — — >/� \ / \ 19 05 PERFORMING ANY WORK. O l/ 47 \ w 41 - -13 — 69 �( ��/` �L-� \�� j� \ 71 \�\� E~ - \/ \\ \ 54 C. ALL DEMOLISHED MATERIAL SHALL BE REMOVED IMMEDIATELY AND DISPOSED OF PROPERLY, U 7� w ANY ITEMS NOT TO BE RETAINED BY THE OWNER SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE _ 66 OS \�— 3 CONTRACTOR. NO DEMOLISHED MATERL4L5 SHALL BE STOCKPILED ON SITE EXCEPT AS 0 - - - - - - - - - - - - - i TYP 41 // \ / \\ 46 \ / \\O\\ 51 \� \\\ ?J gg REQUESTED BY MP OR CPM. W — — 08 47 57 /O\ \\ ' /O\ �� \ \\\\ O \\ \ W O / / \ \ \\ \ \ / \ D. ALL HAZARDOUS MATERIALS SHALL BE REMOVED FROM SITE PRIOR TO START OF CONSTRUCTION O TYP// \\ 57 �\/ 20 / �\/ 20\ \\ \�\\ \\\\\ I UNDER SEPARATE CONTRACT. U > 51 47 O 19 / A� 1s \V 1 V1 N / 40 E. PROTECT OWNERS PROPERTY AND PERSONS AT ALL TIMES.THIS INCLUDES ALL ITEMS AND p W — 67 — ® \> C/ \> C/ I \ \ SERVICES NECESSARY TO DEMOLISH OR DISMANTLE AND REMOVE ALL WALLS,EQUIPMENT, U PIPING AND APPURTENANCES WHICH WILL INTERFERE WITH NEW CONSTRUCTION. ALL ITEMS TO Q 0 (0 1 // 43 V i rl 111 III BE REMOVED SHALL BE COORDINATED WITH NEW CONSTRUCTION. W o 47 V I Ill 1 O f— U L 48 ® I 24 1 111 71 111 F. ANY ITEMS NOT SHOWN TO BE DEMOLISHED THAT ARE DAMAGED SHALL BE REPAIRED AS Q z = � c�I l 08 II I O I 47 62 RE r 65 35 42 ` — — // ` ` _ _ REQUIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. W W U pLO 66 - - - TYP v I' — — — — — — — 47 — — 56 \� i/ / � \ III — — — — G. COORDINATE ANY SYSTEMS SHUTDOWNS WHICH MAY BE REQUIRED WITH THE CPM, MP AND U Q W it TYP 43 J III\ OS — — — — — — — — — — - 47 i \ _ ``- RESTAURANT MANAGER. W Z U 47 56 �/ �\ \ / � \ \ w CO W O / H. PRIOR TO COMMENCING WITH THE DEMOLITION WORK, THE CONTRACTOR SHALL ASCERTAIN V 07 10 \ /^ \i \ �i \ Ol \\ Ov5 52 FROM THE OWNER WITMR OR NOT THE OWNER WISHES TO RETAIN ANY ITEMS. ANY SUCH (1 IY O �\ 51 20 34 { I �1 20 34 1 i ITEMS SHALL BE REMOVED WITH CARE SO AS TO PREVENT DAMAGE AND SHALL BE TURNED w a 0 Lu \ \\ \\ — OO J OO 111 OVER TO MP OR CPM. a to /� \ /� \ / ri 111 _ T7- — fit - 11 ISO �lL� �1W \ \ / \ 47 / \ \ >Tm — � — _ _ — — rrm 11 , 0s / \ / s1 of O >19 / \/ 19 / \/ 19 / 11/ T1 — — R 11 11 \ i L THE CONTRACTOR SHALL CONTROL AND LIMIT DUST RESULTING FROM DEMOLITION AND W WTYP 0111 11 T71 TTT fiT 11 I 1 \ / 105 PREVENT THE SPREAD OF DUST TO BUILDING AREAS TO REMAIN. Q z20 /� y� z0 /� 20 /� 106 /lll 16 11 ///111 11 ILII TIMI 11 111111 I1 is 11 11 63 W IIII 1111 O II II II 111111 II II 11111 II 1g II 11 11 / i /1 ///11/ 11 16 1 I 16 O l 1 1 l 1111 i �G J. THE USE OF BURNING ON THE SITE WILL NOT BE PERMITTED. Ln Z \40 v/ �� �I 111111 Will 11 O 11 II I I 11 111111 11 a T 76 % —W II II 111111 II 11 111111 II II _ I 1 2s I — �_— -� _�- — 111 W_ — / I I 24 K. THE USE OF POWDER EXPLOSIVES WILL NOT BE PERMITED. l 1 ' III - - O' 20 1 i /OV ��> ' /OV ��� �,'�/A�lV `A� 26 d 10 20 — _ — 1 / L. WHERE DAMPERS AND CONDUIT, PIPING, ETC. ARE REMOVED FROM RATED WALLS, WALLS O ��� �li-I \`O �1 1 1 34 \✓ 20 / \/ 20 / \�j 20\ I / j 36 SHALL BE PATCHED AND SEALED TO MAINTAIN FIRE AND SMOKE RATING INTEGRITY OF RATED 34 120 1 �1 20 K K K / 28 zo zo — Y \ 19 / \ i Y \ 19 / \ i Y 19 WALLS. 134 y L �Il ILL J 34 —11 v / v / v / / / 40 U 19 / \ 19 / \/ 19 j O 1 / 1 34 34 O �II GI 1 1 �I \��O j \��O M. CONTRACTOR SHALL MAKE ALL CIRCUTIS DISRUPTED BY DEMOLITION FUNCTIONAL THAT ARE 20 \ 20 \ i 20 \ +,L8 �` �✓ �` �/ / REQUIRED FOR REUSE. \ // \ // \ // III l_ �I TIL — - - - - - y �— — — — — — — — — — — — — — — — — — — —05 N. ALL WET UTILITIES LOCATED IN WALLS TO BE REMOVED SHALL BE CAPPED AND ABANDONED AS q \✓ - \✓ �, \/ CLOSE O THEIR SOURCE AS POSSIBLE. /x I� O� OiO� �0000F ]d 08 d /// O. THE CONTRACTOR SHALL REMOVE ALL WIRING, CONDUIT, WIRING SYSTEMS AND EQUIPMENT 97. - --51 �" � — - 1— - - — T� — — c 37 _ ��� fs' / r — _�_ �— 0 \ 7 MADE OBSOLETE BY THIS DEMOLITION BACK TO SOURCE. ANY EXISTING CONDUIT SYSTEM THAT Zo CAN BE REUSED IN PLACE W THE NEW WORK MAY BE REUSED, PROVIDED TT IS IN AN z TYP c — — O\J / 20 / \ / 07 21 06 \ //// 54 1 ACCEPTABLE CONDITION TO THE ARCHITECT/ENGINEER AND OWNER, AND COMPLIES WITH O 08 �/ \ 05 �\ t 05 TYP 51 OS — — — { / 37 \ CURRENT APPLICABLE CODES. Q sal 11 \ � \ \ \19 /i ' \ \ \19 ' ,O I \ / /� 11 0 - U. / \ \ ,' 29 21 03 26 / 08 \ / P. PROVIDE PROTECTION FOR BUILDING AND COMPONENTS FROM ELEMENTS DURING � O\/ 19 / 19 / 28 1� _ _ \ �_ _ \� 29 / \ �. 36 CONSTRUCTION, INCLUDING BUT NOT LIMITED TO ROOF, WALLS, DOORS &WINDOWS. ENSURE w V //� //� 20 34 � � �� \ � � �O� TYP ABOVE 20 _ / 37 0 20 O 20 \ O 20 L / \ / \ i O INTEGRITY OF THE ROOF THROUGHOUT DEMOLITION AND UNTIL ALL PERMANENT PARAPETS, v K\_/ 20 /\; \/ 20 /\!, JO J O O 1— \ / ROOF MEMBRANES AND EXTERIOR WALL FINISH SYSTEMS AND SEALANTS ARE INSTALLED. z W U \� �/ \✓ \✓ 76 Y g 9 /7 � —_, —_ \ O— O� 00 — 0 { \ d U) u 19 / Ai 19 / A � y � - - - - - - - � 371 1 37 / \ Q � � \ / � \ / FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE AN ACCESSIBLE MEANS OF ENTRANCE � , \> C/ ; / / / _ __ ___ — — — 75 — _ <\ 1 O 37 1 \ THAT IS PROTECTED AND SEPARATED FROM WORK AREAS. \� �✓ y -� �✓ IlI /ji L 75 o o a o 32 \ /�O ,\\� 59 51 �21 / L — — _ J — — — _ _ i / —� \� 1 \ \ R. FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE TEMPORARY LIGHTING AT THE Q \ /� TYP SJR/ P// r -) U U� 29 \ / \ \ L I \ ENTRANCE TO ILLUMINATE SIDEWALKS AND TEMPORARY SIGN DURING NIGHTTIME BUSINESS Y U 19\ U 19\ \\ 1 55 23 J L J _ = L U�� r zo { / 37 \ HOURS Q co is 35 L 23 r 18 39 / sz 1 \ O/ \ Q 2 \ zo \ 19 / IIII II 47 a 11 F� zz 23 L is _� \ W \ // \ // l 23 L \� / I { \ S. GC TO CLEAN PARKING LOT AND SIDEWALK DAILY AND INCLUDE BOTH MAGNET AND BROOM w 20 28 O O m — r T — r — m - 23 31 11 75 33 51 ' V // 22 // SWEEP 30 MINUTES MINIMUM PRIOR TO STORE OPENING. Ln 1 � \✓ v4/'- \✓ � v� �/ � 20 34 VIII I I II II I I II II I I III 33 �— ___� 11 l l � � / N1O � y \✓ / _ 16 16 16 i =— v A T. CONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL DEVICES ASSOCIATED WITH ITEMS SLATED 14 W 10 \✓ 59 03 — — — 10 �\ /\ 37 / O I ( O I I ( O I I - — — \\� O O O / I FOR DEMOLITION. DEMOLISH ALL CIRCUITS TO BE REUSED BACK TO A SUITABLE LOCATION FOR JABOVE SILL _ JI L _ I _ — � I� _fi- --Jam}---- l /�l / IIl fl _ \ O 20\ \ III 1 37 1 II � � / /� � / � EXTENSION TO NEW/RELOCATED DEVICES. VERIFY CONTINUITY OF ALL CONDUCTORS TO BE U — /� 29 0 L 4O J / 37 1 REUSED.ALL UNUSED CIRCUITS SHALE BE DEMOLISHED BACK TO SOURCE, DO NOT ABANDON IN Q / llg,\ / / \ / / \ / \ PLACE. UPDATE PANEL SCHEDULES AS NEEDED. \/ / \/ 19 / \/ 19 / \ / \ i \ / (\ 39 / \\ \\ /i \\ _ _ ss_�= / \ / \ \ /20 20 / _ L Z =— —;_ �_ ;— = - _. 47 \ \� / J 54 52 68 47 > 44 fi0 —51 51 —1— — 37 37�\ U \✓ �/ \✓ \ _ J 0 0 41 09 30 TYP L / / \ / d 17 OS 51 / 12 35 / d 20 34 45 O !TYP 55 55 S J 47 10 \ \ 36 // z - - - - - - - - -- - - -- - - - - - - - - - - O � � - - - - - - - - - - - - - - \ 61 23 � �\ 68 51 �/ / 53 O r TTITT f� TTIn 7- 1 - ss II � is 11 II 1s II 11111 II 1s 11 �` 47 / \/ \ 04 II 08 p 11 III 11 27 47 TYP_ 41 — II w 47 << �� III 11 55 - - - - - - / \\\ / TYP 1P 16 II 1 z i — — — —08 10 q ISSUED / REVISED DATE 08 74 52 O J 04 O ,\� o 10 � - -.l�\ 47 i i I � TYP KO 19A /v�IK� vlg,\� v 51 08 W /Y 20 /j'r /Y� // 47 TYP r J KEY w � 45 53 � z DPM: DRAWN BY: 51 i�\ � 41 CONCRETE TOBEREMOVED JH o STORE No: CHECKED BY: 919,\ v � / � vv � oaU. 1501 BB / \/ 19 / 49 i EXISTING-NO WORK IN THIS AREA U105WI E DATE. SSU/ � UNLESS NOTED ON PLAN/ \ r Y 20 / \ ( ) w 0000000000 as Ln 12/07/2016 o o z SHEET NUMBER \\\� \✓ TYP \✓ 0000000000000 d 10 47 nn ° ° ° ° ° ° ° ° ° ° ° ° ° 000000000000 03 — 0 0 0 0 0 0 0 0 0 0 0 0 ❑ D105 01 DEMOLITION PLAN - FIRST FLOOR AD101 10000000000000 00000000000001 q DEMOLITION PLAN - SCALE:1/4"=1'-0" \� 00000000000001 w ° ° 0000000000 ❑ FIRST FLOOR 3(o L1 DEMOLITION PLAN KEYNOTES KEY o a Ol REMOVE EXISTING PRIVACY SCREEN. ? CONCRETE TO BE REMOVED 02 REMOVE EXISTING DOOR, FRAME,AND THRESHOLD. U 03 RELOCATE EXISTING 3-COMPARTMENT SINK AND ASSOCIATED PLUMBING. EXISTING-NO WORK IN THIS AREAA N PLN) REF SHEET A202 FOR NEW LOCATION. (UNLESS NOTED Ocin 04 REMOVE EXISTING BAR TOP,AND DIE WALL FINISH FACE OS EXISTING BAR EQUIPMENT TO REMAIN GENERAL DEMOLITION NOTES � A. AL ADJACENT SURFACES FOR ITEMS TO BE REMOVED SHALL BE REPAIRED AS NECESSARY AND Q FINISHES SHALL BE PROVIDED TO MATCH EXISTING CONDITIONS (UNLESS SURFACE FINISHES ARE w O6 RELOCATE EXISTING P.O.S. SYSTEM.REF SHEET A202 FOR NEW LOCATION. BEING REPLACED) COORDINATE WITH OWNER. 07 REMOVE PORTION OF EXISTING WALL FOR NEW DOOR OPENING. B. FIRE ALARM COMPONENTS ON WALLS TO BE DEMOLISHED SHALL BE RELOCATED TO ADJACENT 0 O 08 REMOVE EXISTING WALL TILE IN RESTROOM.PREP SUBSTRATE FOR NEW NEW OR EXISTING SURFACES. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED ENGINEERING FIRE ALARM SHOP DRAWINGS FOR BUILDING/FIRE DEPARTMENT APPROVAL PRIOR TO FINISH. PERFORMING ANY WORK. Q 09 REMOVE EXISTING DOOR, FRAME,JAMBS, AND HEADER C. ALL DEMOLISHED MATERIAL SHALL BE REMOVED IMMEDIATELY AND DISPOSED OF PROPERLY, ANY ITEMS NOT TO BE RETAINED BY THE OWNER SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. NO DEMOLISHED MATERIALS SHALL BE STOCKPILED ON SITE EXCEPT AS 10. REMOVE ART WORK, STORE AT OWNER'S DIRECTION. REQUESTED BY MP OR CPM. z 11 REMOVE EXISTING CARPET. CLEAN AND PREPARE SUBSTRATE TO RECEIVE D. AL HAZARDOUS MATERIALS SHALL BE REMOVED FROM SITE PRIOR TO START OF CONSTRUCTION NEW FLOORING. UNDER SEPARATE CONTRACT. rU ^� 0 ARc,�, 12 REMOVE EXISTING WINE BARREL WOOD FLOORING. CLEAN AND PREPARE E. PROTECT OWNER'S PROPERTY AND PERSONS AT ALL TIMES.THIS INCLUDES AL ITEMS AND O CJ" BRADY W T SUBSTRATE TO RECEIVE NEW FLOORING. SERVICES NECESSARY TO DEMOLISH OR DISMANTLE AND REMOVE ALL WALLS,EQUIPMENT, p., _j R G PIPING AND APPURTENANCES WHICH WILL INTERFERE WITH NEW CONSTRUCTION. ALL ITEMS TO w 13 REMOVE EXISTING FLOOR TILE. CLEAN AND PREPARE SURFACE TO BE REMOVED SHALL BE COORDINATED WITH NEW CONSTRUCTION. RECEIVE NEW FLOORING. F. V31 77 F. ANY ITEMS NOT SHOWN TO BE DEMOLISHED THAT ARE DAMAGED SHALL BE REPAIRED AS .,� 3'_3 t '17 I4 REMOVE EXISTING DOOR. FRAME TO REMAIN FOR REUSE WITH NEW REQUIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. REN6NAL DOOR. ¢ y�.� w,TE OP H J KG. COORDINATE ANY SYSTEMS SHUTDOWNS WHICH MAY BE REQUIRED WITH THE CPM, MP AND O O�CAL 15 REMOVE EXISTING WALL SCONCE.PATCH WALL AT REMOVED FIXTURE. RESTAURANT MANAGER. z 18 REMOVE EXISTING MILLWORK.PATCH WALL BEHIND FOR NEW FINISHES. H. PRIOR TO COMMENCING WITH THE DEMOLITION WORK,THE CONTRACTOR SHALL ASCERTAIN FROM THE OWNER WHETHER OR NOT E OWNER WISHES TO RETAI I 17 ITEMS.ANY SUCH REMOVE EXISTING FURNITURE.STORE PER BBI DIRECTION. ITEMS HALL BE WITH CARETSO AS TO PREVENT DAMAGE ANDYSHALLL BE TURNED OVER TO MP OR CPM. lg REMOVE EXISTING SINK, COUNTER, FAUCET,AND SOAP DISPENSER. I I L THE CONTRACTOR SHALL CONTROL AND LIMIT DUST RESULTING FROM DEMOLITION AND U Z lg REMOVE EXISTING VANITY COUNTER AND BACK SPLASH. PREVENT THE SPREAD OF DUST TO BUILDING AREAS TO REMAIN. O < I I 20 REMOVE EXISTING MOSAIC WALL TILE AND MIRRORS. J. THE USE OF BURNING ON THE SITE WILL NOT BE PERMITTED. O cq o REMOVE EXISTING MIRROR.STORE FOR REUSE. H a 21 K. THE USE OF POWDER EXPLOSIVES WILL NOT BE PERMITTED. O E O I I 22 REMOVE EXISTING WOOD WALL PANELING, CROWN MOLDING, BATTENS, L. WHERE DAMPERS AND CONDUIT, PIPING, ETC. ARE REMOVED FROM RATED WALLS,WALLS Q V AND BASE. SHALL BE PATCHED AND SEALED TO MAINTAIN FIRE AND SMOKE RATING INTEGRITY OF RATED Q � IWALLS. 23 EXISTING TABLE TO BE RELOCATED PER NEW FURNITURE LAYOUT, Ll COORDINATE WITH OWNER. M. CONTRACTOR SHALL MAKE ALL CIRCUITS DISRUPTED BY DEMOLITION FUNCTIONAL THAT ARE REQUIRED FOR REUSE. np., w I I 24 REMOVE DINING CHAIRS,STORE AT OWNER'S DIRECTION. �i c� �, • N. ALL WET UTILITIES LOCATED IN WALLS TO BE REMOVED SHALL BE CAPPED AND ABANDONED AS 04 U z 25 REMOVE EXISTING STAIR NOSINGS (TYPICAL). w CLOSE TO THEIR SOURCE AS POSSIBLE. I 2g SAWCllT SLAB AS REQUIRED FOR NEW PLUMBING WORK. REF 03/AD 102, O. THE CONTRACTOR SHALL REMOVE ALL WIRING, CONDUIT,WIRING SYSTEMS AND EQUIPMENT A202,AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. MADE OBSOLETE BY THIS DEMOLITION BACK TO SOURCE. ANY EXISTING CONDUIT SYSTEM THATi I I CAN BE REUSED IN PLACE IN THE NEW WORK MAY BE REUSED,PROVIDED IT IS IN AN ®III 1®III® 27 DETAIL 02 AD 0 AND MEP DRAWINGS FORA ADDITIONAL INFORMATION. CURRENT APPLICABLEACCEPTABLE CONDITIONCTOTHEARCHR'ECT/ENGINEER AND OWNER, AND COMPLIES WITH U x I 32 I 28. REMOVE RK STORE FOR CONSTRUCTION,ACCESSORIES AS REQUIRED FOR P. PROVIDE PROTECTION FOR BUILDING AND COMPONENTS FROM ELEMENTS DURING NEW ME WO 30 CONSTRUCTION, INCLUDING BUT NOT LIMITED TO ROOF,WALLS, DOORS&WINDOWS. INSURE O INTEGRITY OF THE ROOF THROUGHOUT DEMOLITION AND UNTIL ALL PERMANENT PARAPETS, w I 32 I I 29 REMOVE EXISTING WOOD HANDRAILS AND ASSOCIATED]TENS. ROOF MEMBRANES AND EXTERIOR WALL FINISH SYSTEMS AND SEALANTS ARE INSTALLED. (•,j 30 REMOVE AND CAP EXISTING TRENCH DRAIN. GROUT FILL AND PATCH w Q. FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE AN ACCESSIBLE MEANS OF ENTRANCE O 13 FLOOR AS REQUIRED FOR NEW FLOOR FINISHES. THAT IS PROTECTED AND SEPARATED FROM WORK AREAS. per„ I 32 � ' 32 I 31 REMOVE EXISTING DOOR, FRAME AND WALL AS REQUIRED TO ALIGN R. FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE TEMPORARY LIGHTING AT THE ��, W 13 \\ \\ 31 13 WALLS ON BOTH SIDE OF REMOVED SECTION.32 ENTRANCE TO ILLUMINATE SIDEWALKS AND TEMPORARY SIGN DURING NIGHTTIME BUSINESS (, > � I 32 32 I I HOURS 32 - 26 32 REMOVE EXISTING FRP WALL PANELS. PREP WALLS FOR NEW FINISHES. J 33 REMOVE EXISTING WALL. S. GC TO CLEAN PARKING LOT AND SIDEWALK DAILY AND INCLUDE BOTH MAGNET AND BROOM U Q Q I I I SWEEP 30 MINUTES MINIMUM PRIOR TO STORE OPENING. 34 REMOVE EXISTING DOOR AND FRAME. T. CONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL DEVICES ASSOCIATED WITH ITEMS SLATED W UO FOR DEMOLITION.DEMOLISH ALL CIRCUITS TO BE REUSED BACK TO A SUITABLE LOCATION FOR O Lr) EXTENSION TO NEW/RELOCATED DEVICES.VERIFY CONTINUITY OF ALL CONDUCTORS TO BE w N REUSED.ALL UNUSED CIRCUITS SHALL BE DEMOLISHED BACK TO SOURCE,DO NOT ABANDON IN z Z = (Y Lp Lp PLACE. UPDATE PANEL SCHEDULES AS NEEDED. d LL) U O vw U Q W 4$ �- Lu Z O o OLu - — - I - 13 - - i— O LL) a X- - - -- - --- - --- z w I A W 32 z I I w w NOTES: 1. TRENCHING IS TO BE USED I ONLY IN LOCATIONS WHERE FINAL 32 z FLOOR FINISH LS SCHEDULED TO U BE OTHER THAN EXPOSED I w CONCRETE (LE.:TTLE, EPDXY RESIN, CARPET, ETC.) 2. ALL CONCRETE MATERIALS 34 ® Q INCLUDING BUT NOT LIMITED TO I 10 16 15 12 15 10 \ I BASE MATERIALS, REINFORCING, VAPOR RETARDER AND CONCRETE 28 Z MIX DESIGN, ARE SPECIFIED IN I I O SPECIFICATION DIVISION 3 REF. STRUCTURAL F 22 DRAWINGS FOR SLAB I \ U REINFORCEMENT I \\ 11P/// \ L - U DOWEL. 02 STR CTURAL CONCRETE SLAB. REF. \ / / = DRAWINGS STRUCTURAL DRAWINGS Q 4b Lu -_ -- a a 23 \ 23\ 23 \ 01 I d U) A o I h 24 / 24 / 24 / \ I D OOi EXISTING 5 CONCRETE VAPOR RETARDER 10 � \✓� �� \✓� �\� Vl� ?g'--i03 07 27 a Y I$ I Q ' Q 1/2 OF TRENCH 11 22 I \ \ / - - LLQ WIDTH (12^MAX> TYP EACH SIDE 2"FINE AGGREGATE BASE I I /� / A/ 08 28 ° 28 O \ \ �� 10 �_ L— J J 21 � - LIJ COARSE AGGREGATE BASE \ \ 20 2p 21 C 23 _ _ _ 23 _ 23 -- - - - =I- r � - - -- - - - - - - - L - - - - - - - 2 O G CONDUIT OR PIPE - 2"SAND CUSHION 4 24 J 22 10 24 / 24 / 24 / Typ 13 18 7 - 18 13 08In Q r ps 15 15 I �10 12 - - -I- -TRENCHING DETAIL r � _ 7 -@FLOOR 22 11 16 \\\\ 33 15 I 15 33 // ¢ TYP o4 jZ \\\\ TYP \ SCALE:3/4°=V0° I h 10 ��� ��� �� 34 21 21 34 23\ 23\ 23\ 05 ' \ 19 19 I I V 24 / 24 / 24 34 TYP 12 L22 1 % J L I = � L � 1 /�\ TYP ' I z 22MAX 2' 13 14 1 µ w 1/2"DIAX8'1 6" TYP 12 - - - - Q ISSUED / REVISED DATE TOOTH DOWEL CORE DILL I 10 10 10 10 - - I i AH QUADRANT. REF STRUCTURAL FOR NEW 14 10 \\ 09 22 12 TYP O EMBED W/HI.TI CONCRETE. FINISH AS I 23 r \\ TYP 14 HIT HY-150 REQUIRED TO RECEIVE NEW TILE I L- / 14 \\ �/ 10 11 22 ' I n TYP EXISTING -- - - - - ,� 25vr / 29 Q CONCRETE PROVIDE VAPOR BARRIER 17 11 - - TYP IT IFREMOVE, REPLACE, AND 22� � I 17 DPM: DRAWN BY: i � I p RECOLAB BASE TYP — JH CB d STORE No: CHECKED BY: EXISTING PIPING MATERIALIAL TO TO DEDEPTH // � � / -, O MAINLINE 10 REQUIRED FOR TIE-IN TO 19 �` / 14 � 1501 BB w ISSUE DATE: NEW DRAIN BODY AND I o 12/07/2016 P-TRAP, REF PLUMBING FOR MORE INFO I I a SHEET NUMBER En 02 FLOOR DRAIN DETAIL _ DEMOLITION PLAN - BASEMENT d AD102 SCALE:3/4"=V-0" SCALE:1/4"=V-0" � Q w DEMOLITION PLAN w BASEMENT .sem L RCP DEMOLITION KEYNOTES o C4 8REMOVE EXISTING DECORATIVE LIGHT FIXTURE, PATCH AND REPAIR AREA 8 p TO MATCH ADJACENT SURFACES. U 02 REMOVE EXISTING LIGHT FIXTURE. 03 REMOVE EXISTING SPEAKER. O 04 REMOVE EXISTING HVAC GRILL AT SUPPLY AND RETURN AIR LOCATION. O5 REMOVE PULL DOWN VIEW SCREEN. Q ti 06 REMOVE EXISTING CAMERA. STORE FOR REUSE AT OWNER'S DIRECTION. w 07 REMOVE EXISTING SUSPENDED CEILING TILE SYSTEM,PREPARE AREA FOR O NEW CEILING. 08 RIMEXISTING TING WOOD CROWN MOLDING. 8 Q 09 REMOVE EXISTING GYPSUM BOARD SOFFIT AND ASSOCIATED FRAMING. I K PREPARE AREA FOR NEW CEILING. O EXISTING SPRINKLER HEAD TO BE MODIFIED OR RELOCATED, FOR NEW LOCATION REFER TO FIRE PROTECTION DRAWINGS. W .aC REMOVE EXISTING CEILING ACCESS PANEL. ARcy. E 02 02 7 O REMOVE EXISTING GYP BOARD CEILING SYSTEM AND ASSOCIATED O � BRADY W Z_J - - - - - - - - - - -- - - - - - � - - - - -- - - - - - � — 1z x _F F_ _1 - — — — — � FRAMING 00 � R G pz 10 07 02 10 07 02 10 13 REMOVE EXISTING GLASS WALL AT WINE ROOM. wr. C_ �� x 4 L - - -1- - - - � - - - - L - _ _ j - - L==== - - - - - ��- - - 15 21 14 REMOVE EXLSTINGEXIT SIGN. Q 1(1% 3 0reA`17 \Q - - - - 15- - - - - - PORTION OF EXISTING WALL TO BE REMOVED. t �7 � III130 - - - -- O Ofi CA��F 02 02 r III 02 04 02 - 11 02 02 04 02 02 10 04 02 Ol I 16 REMOVE EXISTING EMERGENCY LIGHT FIXTURE. 07 { 17 EXISTING WI-FI ROUTER TO BE RELOCATED. Ua F_ 7 - - - III L J 10 lg REMOVE EXISTING DECORATIVE PENDANT LIGHT ABOVE BAR, (TYP OF 5) 02 III 10 - - - - - - - - -�~ - - - - ��- - - O SAVE FIXTURES AND GET DIRECTION FROM BBI CONSTRUCTION MANAGER. 13 19 EXISTING TV, BRACKET, AND MILLWORK TO BE REMOVED.RELOCATE w z a Ol ' 09 ' 09 ELECTRICAL AND DATA CONNECTIONS AS REQUIRED. Or oz r - -I- - r - - r - -I- - � oz � T - -I- - zo zo OW o cq 02 01 � - -I- - _+ - - +_ - -I- - I- +_ - -I- - -F 20 REMOVE EXISTING PATIO HEATER. REMOVE POWER BACK TO JUNCTION w -E< a z oz 02 02 04 r 1 sox. 0 (A o Ol 01 / 02 21 REMOVE EXISTING PATIO AWNING AND FRAMING. PATCH AND REPAIR ca / r \�/ ��\ 10 " �� -T 7 EXISTING WALL TO MATCH ADJACENT FINISHES. Q +- 02 n 09 z 03 I- 1A 01 01 22 REMOVE ENTRE EXISTING FRONT ENTRY ROOF, INCLUDING ALL FRAMING, �w / 1 07 I ' ROOFING, COPING, AND SIGNAGE. PROTECT ANY EXISTING EXTERIOR Q Q Z 02 02 24 10 I WALL FRAMING, SHEATHING, ROOF DECK,AND MEMBRANE TO REMAIN. w Lx� 24 os o4 1 \ I 07 1 1 a `�' w . 02 i 10 09 - - - - - - - - - 09 - - 23 REMOVE EXISTING SPRINKLERS. CAP SPRINKLER LINES IN AREAS THAT DO o 02 02 Oz 10 _ _ _ _ _ - - - - - - - - L - - - _ L - y r - - 01 NOT CONNECT TO NEW WORK AREAS. 02 `� 02 4 02 02 I 24 — — — — — — — — — — — — — — — — 27 24 02 02 { 02 02 { 01 I 03 1 Ol -11 REMOVE EXISTING GYPSUM BOARD CEILING. PREPARE AREA FOR NEW 02 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I 1- — — — — — — — — — — — — — — — — — — — — CEILING. t 02 t t 02 ��_\ // 25 REMOVE PORTION OF EXISTING HEADER AS REQUIRED FOR NEW U � � - �L - - - - - - - - - - - - - - - - - - - �- - - - - /���\ 02 02 - - �x� - - 02 \\ j/ 02 02 02 02 02 02 \\ / 09 \\ // 09 - —�\ - — —__ — - — - — - —1 CONSTRUCTION. - 26 REMOVE EXISTING FOLDING PARTITION,TRACK(S),DOOR ENCLOSURE AND 02 i 01 i - - 02 - O� i \ = - - _ - // \\ RELATED ITEMSE. 41 - -15 02- � 09 � 09 01 I Ol 09 � �� i i Ol 02 \I � - � - - � \ 27 REMOVE EXISTING QUILTED STAINLESS STEEL FROM KITCHEN EXHAUST ti - - - - 02 10 T pl i T T T T T T T T T 7 01 i _ / 1 HOOD.PREP HOOD FRAMING FOR NEW FINISH SURFACE. � zs � \ to 02 1 a t t 02 02 \ p2 (� 06 02 - 02 \ 1 28 EXISTING GYP. BD. CEILING TO REMAIN. PATCH, REPAIR AND PREP FOR Ol 01 08 I - i 1 O NEW PAINT. W O r - -1- - � - � r - - - - _T 7 -1- - � - � r - -I- � 1 1 r r�� - - -�j- - - - r - -I � 1 1 1 03 (10� \ 1 ` \ 1 O oz SP oz 02x I Ix oz I I x l I I o4 I xp\ 1 1 O 01 04 I� 04 10 \ 1 Os 1 0022 29 EXISTING CEILING ACCESS PANEL TO REMAIN. CLEAN AND PREP FOR NEW co Ji p2 i �d , L - - - L - - - - � - L - -I- - � - L - - - � � - - - - - - - - - L - - J I 1 I o3 I PAINT. CV w F_7 oz x oz � - _t _� /1 + �1 °9 I � 10 � to I I I 1 04 10 I I I I I 04 I I I I 1 02 I� � I t l 2s I U � � 0 LL J Ol J �/ p2 02 p2 I I I I I x 1 I 30 REMOVE EXISTING CEILING HEADER AND CUT BACK GYPSUM BOARD U O _ I O CEILING AS REQUIRED FOR HEADER. O a L - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - � i 02 102 I W J W I I I I oz IF - - - � - � � \ 02 02 °4 I I H \ / 07 \ 03 I 31 EXISTING ROOF DRAINS TO REMAIN FIELD VERIFY LOCATION AND 02 02 i L � 07 - 03 J I COORDINATE WITH BBI CPM AND ARCHITECT IF NEW CONSTRUCTION WILL m z - - /�- - - 1 os f -� , �" I oz z W p T � T 7 T� \ � Os � T � r� \ � fi 1 T � � 24 C� n NOT CONCEAL DRAINS AS DESIGNED. d U OS 09 111 09 \ J 03 1� Ol 07- � J 03 02 I 03 i 1� + 09 ^ 16 25 Q W k _ v LEGEND p -L - - - L - - - \_I � - -I- - L - - - - L - - - - - - L - -r - - L - - J os 22 W F T 02 _F __1_, 02 04 ' / 1 1 ' \ 07 1 os 1 I I 1 m Z v - - - - - - - - - - - � 09 09 03 0z 04 O1 14 / p3 J I I !04 I I EXISTING-NO WORK IN THIS AREA 09 04 03 04 x fi� - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - � - � , I I O - � n 1 oz l FN \S� 10 / 10 10 09 ' I oz w of a_ _ \ J`� + I I I I I I�tQ 1 1 1 1 1 1 \ 1 04 1 1 02 L I I 1 a 0 W 17- -�7fi� -1 o4 11 1 _� / oz oz 02 Oz 17 03 J 23 1 z W 0_ x II 1 + �1 1!>- + II 1 1 01 - - - - - - - -I- - - - r - - - - � - - r - -I- � I r - r - - - - - - - - - - - r - -I- _T 1 i 1 p2 03 \ I 02 1 y�03 1 ACOUSTIC TILE AND GRID TO _ _ _ O z > W S `�P I BE REMOVED T 1 Q - - _ - - - - - 07 - -L — JI to x x 102 I x l 04 I I I I I w W 04 I� L o4 I� _ I Lo z 1 10 1 1 02 1 1 01 1 1 4- - L- _ - - L - -I- - L - - L - -I- - - - L - -1- - L - - - - -�- - � L I_ _ J 10 / ���" 1 I 05 of �lO o2 11 1 1 04 1 II - 1 1 L - 1 - L 04 10 02 02 10 02 / 02 02 w � - 02 - - - - - - - - - - � - � 02 O1 02 02 02 O1 I I I 01 / pg i - � oz o1 / A I a �- - -� - - L —I -� - - -�- - -I— -� - -� II 1 �- - -I- J � I- -I � � — I � �- - -I � � IJ I ,r L — L - -I— � — �- —I— — A - - L - -1- - -1- - -� � I— - - - - -� I 1 I I - - - - - -I - - - � � / � 09 26 ,� 09 01 $J 03 pg 03 ` v -1 p\ 06 pg Ol 0 OB 02 16 / 03 16 03 03 / / / - - - - - - -- - - U 1 - - 1 - - — - - � - �L - - - - - - - - - - - - 09 - - - � I- - - os — I w - - - - - - 09 - - - - - �, � �� - �- - - oa - os - - - - - - - - - - - - - - - - - - - - - - - -( J _ - J i / 02 02 16 02 02 / / m 02 pg 02 os oz I os of os F �-77 01 1 1 \ Ol Ol '�) � 03 � 03 � 1 O1 1 1 O1i O1 � T � � T � � � IIII 1 � T � 1 1 04 \ J \ i �� os 1 � � I7T1 � T I7T1 � 1 I 03 06 n x 1 10 02I (Oz O2 /��� 10 z - 07 - � - - -1 1 1 - - -1 oz L �' 1- - 1 - - � 1 1 1 I1 1 O 07 L - 1- L o2 oz o2 02 l to 1p 11 1 09 c� p3 C� p3 p3 I 1 18 , 1 02 rd Irl 20 04 1 03 01 - (02 \� \`� 04 18 18 18 18 2° �/� � '� �I 1 �" O�l I 4 I F/���\� I 4 - - 1 L I 1 11 � � I'll 1 i 1 III 1 /I `�1 1� 1 10 1 04 / Ol 1 1 10 1 \ �y� �_X I�xx 1 24 04 Lf vp, � + � � + 04 � + 1 � + 1 12 � � � � �1 1111 1 �y Y 1 06 1 11 Q 4b W - � - t 03 � � - - - - - \`� - - - T 7 - - 09 04 10 04 10 04 z I o1 1 04 1 1 04 07 10 �I� 1 I� 1s o3 ' \ oz D 02 oz 1 07 09 1 1 1 1 \ J O 1 oz - I - - 1 L1L 1LL1LL1L F -'1 zo 1 2J ti 1 11 1 1 1 � 1 1 1 1 02 1 1 1 1 L a = 09 09 X11 1 oa is 1 1 oz oz Oz 1 1 1 oa oz oz oz pz , IL - - 1 - - - 1 - 1- - -1 - - 1 111 � - � I I 20 Q Y I I 1 1 I- -I - -I I- - I- - � - - � - I � I- - I- -I 1 lg oz ri1 Ire w � Q 07 L -L - -1 - - L - -L - � - - L - - L - L - - L � - J W L 10 LI 0s -i 1 02 09 - - 13 J x 02 O U) 02 °2 L of W 02 01 p2 - t - - - - - - - 1� - - - � - - - � _ -1 1 16 ' 02 04 c - - - p2 O G — — — — J — 7 28 10 z8 - - /� 1 - -� fig - 1 I� J1 / / - U + A1� °4 � 7II + 1 �� �I� 1 � r + �� I- -;^I to \ �� - a l-I \ � �I� 03 Jj /I� ;; 10 10 x 01 10 _ u oz 04 oz oz p4 16 03 p I ` 0 03 I °2 lz oz , 04 02 02 l0 1 1 is 07 -1 - } - r_ I - t I � t - -1 04 (TYP OF 3 IN oz zs 02 \ a STAIRWELL) SP 02 1 p2 III 10 1 P -+� d I I 02 I I I I I � I I I I I I I I LJ - - - - L — J — _ � - - L — J - - � J 16� 14 AP L — J cn - --L � i i — =- - J 09 15 -O O - - - - 14 0 31 z pg 02 oz 14 to ' ' ' N - - - - - - - - - - �� 29 I q ISSUED / REVISED DATE 1 1 04 1 � 1 C 14- 1 1 07 1 28 01 o 16 w rj o2 10 T - - - oz L t q0)l oz� �� I I- - /' L - -I-- - - 1- - 05 1 O jl 1 1 + � 01 � 171 � + 01 16 1 x r� 02 04 071 \ \ 03 04 021 �1- - 1 - - - - - � v z DPM: DRAWN BY: \ � - -110 � - 102 STORE No: CHECKJH ED BY: 08 1 1 1 10 1 08 _ 1501 BB a ISSUE DATE: � - L - I_ _ -L - - LI I N 12/07/2016 Q IF ' a SHEET NUMBER - 01 DEMOLITION REFLECTED CEILING PLAN-FIRST FLOOR cn 3 AD103 SCALE:1/4"=1'-0" Q DEMOLITION REFLECTED N CEILING PLAN - FIRST FLOOR 3g L E� RCP DEMOLITION KEYNOTES a Ol REMOVE EXISTING DECORATIVE LIGHT FIXTURE, PATCH AND REPAIR AREA K TO MATCH ADJACENT SURFACES. 02 REMOVE EXISTING LIGHT FIXTURE. 03 REMOVE EXISTING SPEAKER. I I 04 REMOVE EXISTING HVAC GRILL AT SUPPLY AND RETURN AIR LOCATION. d x I I O5 REMOVE TRACK LIGHT FIXTURE. Q ti W 06 REMOVE EXISTING CAMERA. STORE FOR REUSE AT OWNER'S DIRECTION. �� I I 07 REMOVE EXISTING SUSPENDED CEILING TILE AND GRID O w OS RIMOVE EXISTING WOOD CROWN MOLDING. I I Ca 09 REMOVE EXISTING GYPSUM BOARD SOFFIT. PREPARE AREA FOR NEW w I I CEILING. C 10 EXISTING SPRINKLER HEAD TO BE MODIFIED OR RELOCATED, FOR NEW d I I LOCATION REFER TO FIRE PROTECTION DRAWINGS. 11 EXISTING GYP. BOARD SOFFIT TO REMAIN. CLEAN AND PREP FOR NEW W aSED ARch'i FINISH. O G`' BRADY W 1 12 REMOVE EXISTING BACK BAR SHELVING. a R (`i x w I I 13 EXISTING WI-FI ROUTER TO BE RELOCATED. C- 77 14 REMOVE EXISTING EXIT SIGN. O 'S-3 t -17 04 1 1 I 1 d „y\NE mTE I — J 15 RIMOVE EXISTING WOOD SOFFIT. PREPARE AREA FOR NEW CEILING. o QF CA1.�F I 19 ip I 1I I I 16 REMOVE EXISTING EMERGENCY LIGHT FIXTURE. ZO 1 02 04 17 EXISTING EXHAUST FAN (ON ROOF) TO REMAIN. REMOVE CEILING REGISTER u I — — 10 - - - - - - - - � p2 I I F 18 EXISTING GYP. BD. CEILING TO REMAIN. PATCH, REPAIR AND PREP FOR 02 — L =J — — t — NEW PAINT. 0 14 —L — A/— _ — — L_ L— — — L — J — -I_ — 10 — 07 1 19 REMOVE EXISTING WALL AND HEADER. w z a O . 07 _i 0Wz r - 7 �i II 02I LEGEND z o I I Q I1 11 I EXISTING-NO WORK IN THIS AREA d z a O / oa w — ACOUSTIC TILE AND GRID TOa U w 10 BE REMOVED r - - - - 7 - - r o I I L - -1- - 1 - - L � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i o7 - - - �- -- -- — - — - — - — - x U I I � 0 II 02 w l u W I1 q o I1L — -JW > o co 10 01j I co N W � - 08 O 09 TypLu 14 04 0 U IY o TYP 10 of 02 I I q z 16I I Ilo // P11 Iv v w Q W Z�t 1- Lij Z\Nj I 0 ` 02 7 —TYP\� ' ' o O 0- e o g I I I �SP) I TYP 02 I ` ll I I � �I 1 1 a I — P 03 _ 06 I I ZO W 0- X 1 02 TYP z 3: w o7 � 1 Q 10 I 02 021 Lf) z I 71 02 F-7 is VLA f — — — — - - _t 11 03 I 08 12 Ol 17 J 17 01 021 Q Types oz - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - -� - �- 1 % 180 18 ---------- - _ _ z 10 T 10 02 1D T to pz a os �j / to 1 I 1 1 oz oz I 1 P 1 L ofTMXP 01 TYP 08 04 4� 04 L , - - _ - - - - - - - -_ - - i Q \SJ TYP �SP� �`SPl i Iii j �_ III 10 01 Di 01 1s j Oa of 02 0l I � l i Tri j l o7P os04 TYP 08 O 0210 07 o2 � � 04 1s /04 TYP I v TYP P p 4 02 01L 02 is J03 01 w 10 I 10 t �10 1 ps t � L _ � PLI 07 Q ♦ W y� TYP 7 — z oz oz to L — L - - L - -Zip- - L - -I- - 16� I I 1 , - - 1I I TY 7 ( — � 14 I I/ I I 1 1 07 D O L1L16 04 M <IT LJ i r — z — T– I— 1 r - -i i W II 1s 1 oa o2 0 Cn �� — a - -1- - STAYMMP—I IN °W 1 W 1 10 I o1 � I oz I o � 1 •I� I I 1- - -1 10 v os 1 1 \S l 1 07 d 03 ' o I I d a d z I I I w 0 I I I W q ISSUED I REVISED DATE I I I w I I I W R. fX P. I I I w I I I W N DPM: DRAWN BY: p JH CB vSTORE No: CHECKED BY: I I I 1501 BB a ISSUE DATE: I I 1 N 12/07/2016 Q a SHEET NUMBER DEMOLITION REFLECTED CEILING PLAN-BASEMENT cn 3 AD104 SCALE:1/4"=1'-0" Q DEMOLITION REFLECTED N CEILING PLAN - BASEMENT Si L GENERAL CONTRACTOR NOTE It - - o PROVIDE (2) LAYERS OF BEIGE MATERIAL TO CONCEAL THE SCAFFOLD AND MODIFICATION WORK W 04 FOR THE EXTERIOR OF THE BUILDING. GENERAL CONTRACTOR SHALL DEVELOP A LAYOUT AND 15 T-1- T- r 171� PROVIDE TO LANDLORD'S TENANT COORDINATOR FOR APPROVAL PRIOR TO MOBILIZATION AND U 1 1 1 VIII 07 ERECTION OF A SCAFFOLDING SYSTEM AT THE PREMISES. IIII III IIII I I I I I IIII � 1 1 I Hill GENERAL DEMOLITION ELEVATION NOTES °S IIII I I Hill II I I I I Hill A. ALL DEMOLISHED MATERIAL SHALL BE REMOVED IMMEDIATELY AND DISPOSED OF PROPERLY, ANY ITEMS NOT TO BE RETAINED BY THE OWNER SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. NO DEMOLISHED MATERIALS SHALL BE STOCKPILED ON SHE EXCEPT AS REQUESTED BY MP OR CPM. Q - I I III LLQ/ J B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED FROM SITE PRIOR TO START OF CONSTRUCTION UNDER 1 11 1 1 III SEPARATE CONTRACT. wo 1 IIII 111 1 11 1 1 1 1 1 1 1 1 Hill 20 C. PROTECT OWNER'S PROPERTY AND PERSONS AT ALL TIMES.THIS INCLUDES ALL HEMS AND SERVICES NECESSARY EA 1 II IIITO DEMOLISH OR DISMANTLE AND REMOVE ALL WALLS, EQUIPMENT, PIPING AND APPURTENANCES WHICH WILL Ca III INTERFERE WITH NEW CONSTRUCTION. ALL ITEMS TO BE REMOVED SHALL BE COORDINATED WITH NEW CONSTRUCTION. x - - - IIII IIII p II III D. ANY HEMS NOT SHOWN TO BE DEMOLISHED THAT ARE DAMAGED SHALL BE REPAIRED AS REQUIRED BY THE I-LI 1 14 14 OWNER AT THE CONTRACTOR'S EXPENSE. Q - - - - - - - - - - - - T'YP. E. COORDINATE ANY SYSTEMS SHUTDOWNS WHICH MAY BE REQUIRED WITH THE CPM, MP AND RESTAURANT - - - - - - MANAGER. w a ARn. - - - - - - - - - - - - - - - F. PRIOR TO COMMENCING WITH THE DEMOLITION WORK,THE CONTRACTOR SHALL ASCERTAIN FROM THE O �)� BRADY W 15 OWNER WHETHER OR NOT THE OWNER WISHES TO RETAIN ANY ITEMS. ANY SUCH ITEMS SHALL BE REMOVED a R G - - - - - - - - - - - - - - WITH CARE SO AS TO PREVENT DAMAGE AND SHALL BE TURNED OVER TO MP OR CPM. w C- 77 G. THE CONTRACTOR SHALL CONTROL AND LIMIT DUST RESULTING FROM DEMOLITION AND PREVENT THE SPREAD p L - - - - - - - - - - - - - - OF DUST TO BUILDING AREAS TO REMAIN. tSl� 3 3_ �7 07 z Q 'Sl n a Eµ H. THE USE OF BURNING ON THE SITE WILL NOT BE PERMITTED. wo �QF CA1.�F�� L THE USE OF POWDER EXPLOSIVES WILL NOT BE PERMITTED. z F i EXTERIOR SIDE ELEVATION DEMOLITION J. WHERE DAMPERS AND CONDUIT, PIPING, ETC. ARE REMOVED FROM RATED WALLS,WALLS SHALL BE PATCHED u 1 / - O AND SEALED TO MAINTAIN FIRE AND SMOKE RATING INTEGRITY OF RATED WALLS. L z 14 SCALE:1/4"=T-0" K. CONTRACTOR SHALL MAKE ALL CIRCUIIS DISRUPTED BY DEMOLITION FUNCTIONAL THAT ARE REQUIRED FOR o L / REUSE. U z a 02 w 111 _ _ _ _ _ _ _ L. ALL WET UTILITIES LOCATED IN WALLS TO BE REMOVED SHALL BE CAPPED AND ABANDONED AS CLOSE TO THEIR U ' 1111 T TTI SOURCE AS POSSIBLE. O o IIII Illy cq 03 1111 11111 \t M. THE CONTRACTOR SHALL REMOVE ALL WIRING, CONDUIT, WIRING SYSTEMS AND EQUIPMENT MADE OBSOLETE o U 1111 III II T- - T 7l BY THIS DEMOLITION BACK TO SOURCE. ANY EXISTING CONDUIT SYSTEM THAT CAN BE REUSED IN PLACE IN THE z NEW WORK MAY BE REUSED, PROVIDED H IS IN AN ACCEPTABLE CONDITION TO THE ARCHITECT/ENGINEER AND Q U F ' 1111 11111 01 OWNER, AND COMPLIES WITH CURRENT APPLICABLE CODES. Q } N hll Illy _ _ _ II II is Z a Iq T -I - T T T 7 - -1- N. PROVIDE PROTECTION FOR BUILDING AND COMPONENTS FROM ELEMENTS DURING CONSTRUCTION, �w hull II111 I I I 11111 1111 11111 FI-L11 T1 Tj T1 T 1T L7 LI-L11 F' INCLUDING BUT NOT LIMITED TO ROOF, WALLS, DOORS &WINDOWS. ENSURE FVIEGRHY OF THE ROOF Q w } LI T IT LT LI L 11 TI T IT 08 THROUGHOUT DEMOLITION AND UNTIL ALL PERMANENT PARAPETS, ROOF MEMBRANES AND EXTERIOR WALL Hm� I 1 I III 11 FINISH SYSTEMS AND SEALANTS ARE INSTALLED. U ' 1-lI � � LL1 VI I I I I I I I Hill w z III 1 1 1 1 1 1 1 Hill O. FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE AN ACCESSIBLE MEANS OF ENTRANCE THAT IS 11 1 1 1 1 1 I I I Hill PROTECTED AND SEPARATED FROM WORK AREAS. 11111 IIID OS 06 � P. FOR THE DURATION OF CONSTRUCTION GC TO PROVIDE TEMPORARY LIGHTING AT THE ENTRANCE TO 11 1 1 1 1 1 1 111 ILLUMINATE SIDEWALKS AND TEMPORARY SIGN DURING NIGHTTIME BUSINESS HOURS . x 1111 1 1 1 1 1 1 1111 I v EXTERIOR SIDE E L E VAT I O N DEMOLITION 11I I I I I I I I Hill Q. GC TO CLEAN PARKING LOT AND SIDEWALK DAILY AND INCLUDE BOTH MAGNET AND BROOM SWEEP 30 - 04 11 I I I I I I I I I I l l11 MINUTES MINIMUM PRIOR TO STORE OPENING. 04 SCALE:1/4"=1'-0" 11111 I I I I 11111 J 0 11 1 1 1 1 1 1 1 1 1 1 11 - - - R. SIGN CONTRACTOR IS RESPONSIBLE FOR ALL SIGNAGE WORK. H 1111 1111 v I ti JLILI L L - - - -1 L O F - - = - = - - - - - - - - - - - - � 1 DEMOLITION ELEVATION KEYNOTES W 16W _ Ol REMOVE EXISTING DECORATIVE LIGHT FIXTURE, PATCH AND REPAIR AREA TO MATCH ADJACENT SURFACES, � STORE AT OWNER'S DIRECTION. 15 c J 20 02 REMOVE ENTIRE EXISTING FRONT ENTRY ROOF, INCLUDING ALL FRAMING, ROOFING, COPING, AND SIGNAGE. N W - - - - - _ - - _ - - - _ - _ - _ - _ - - I /- _ _ _ - - - _ PROTECT ANY EXISTING EXTERIOR WALL FRAMING, SHEATHING, ROOF DECK, AND MEMBRANE TO REMAIN. 0 Q 0 - - - - - - - - - - - - O _� 03 REMOVE EXISTING PATIO AWNING AND FRAMING. PATCH AND REPAIR EXISTING WALL TO MATCH ADJACENT x LL.I U W 07 FINISHES. C !Y LO —�� 14 /�'�//�� �� �i��/i � Z I 0 TYP. / ` i //v / JJ j 04 REMOVE EXISTING DOOR AND FRAME. z z LU U O Uof Lu " LL/ / J TYP \\ r - 05 REGARDINGOVE ISTING DECORATIVE DEMOLIHON OFF PIERSOAOD WRAP AND ND FOOTINGS.STRUCTURAL COLUMN AT PORCH. VERIFY WITH STRUCTURE LLI Z ~ ED - w 20 \\ � REMOVE EXISTING STONE WAINSCOT AND WATER TABLE. � O � O o - - - - - - - - 14 07 REMOVE EXISTING CORNICE, EXISTING PARAPET TO REMAIN. REF A301 FOR ADDITIONAL INFORMATION. O Lu d 19 TYP. 02 OS REMOVE EXISTING TOWER ELEMENT PORTION OF EXISTING ROOF, PARAPET WALLS, COPING, AND ROOF ZO W 0>- X I T V MATERIALS.PROTECT MAIN ROOF FRAMING, DECKING, SHEATHING, AND MEMBRANE AS REQUIRED. REF 0 z > W STRUCTURAL DRAWINGS FOR FRAMING TO REMAIN. w w � — F� 1111 IVIG 11 111111 1 I TIG 09 REMOVE PORTION OF EXISTING WALL TO ALLOW FOR NEW CONSTRUCTION. REF AD101 AND STRUCTURAL Lo z 14 P 03 111 V DRAWINGS FOR ADDITIONAL INFORMATION. w� 01 SII ITV 10 REMOVE EXISTING SIGN. COORDINATE WITH OWNER FOR STORAGE REQUIPEMENT'S. I I II IL - - r � � TT 1111111 I IIID o Ig L p ITV 11 REMOVE PORTION OF EXISTING WALL AND PARAPET TO ALLOW FOR NEW WORK. z TYP 1 II 111111 IVIG r TI 12 REMOVE EXISTING DOOR, FRAME AND THRESHOLD TO REMAIN FOR REUSE WITH NEW DOOR. U 11 L l 1-171 1 1 1 T IT 1113 REMOVE EXISTING DOOR AND WINDOW SYSTEM. m 14 EXISTING WALL FINISH TO REMAIN. CLEAN AND PREP FOR NEW PAINT FINISH. Q 12 14 17 04 09 06 OS 15 REMOVE EXISTING CORNICE. 15 16 EXISTING PARAPET CAP TO REMAIN. CLEAN AND PREP FOR NEW PAINT FINISH. z — 02 EXTERIOR SIDE ELEVATION DEMOLITION � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ____ _____________ _ - - � 17 EXLSTINGDOORTOREMAW. CLEANANDPREPFORNEWPABVT. _ Q 18 EXISTING UTILITY SCREENING WALL AND VEGETATION TO REMAIN. PROTECT DURING CONSTRUCTION TO u SCALE:1/4"=1'-0" TTI- T T 1- - - T - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - T - - -I- - 7 T -1T GREATEST EXTENT POSSIBLE. 1111 1 1 111 w 1 1 111 19 PLI REMOVE EXISTING DAMAGED PARAPET COPING. VII I I I I I I I I 1 1 1 1 Hill ¢ � 20 REMOVE INTERNALLY LIT SIGNAGE AND STORE FOR REUSE. COORDINATE WITH EXTERIOR ELEVATIONS,SHEEP A301, BBI CPM,AND APPROVED SIGN PACKAGE. ti B 111 111 B O 21 O 1 1 1 1 REMOVE EXISTING PARAPET COPING AS REQUIRED FOR INSTALLATION OF NEW PORTION OF WALL ATOP 11 VIII EXISTING. Q = IIII I I I I I I I I I I IIII Q Y IIII _ _ _ III 22 REMOVE EXISTING VEGETATION AT SCREEN WALL WHERE H INTERFERES WITH NEW CONSTRUCTION. PROTECT w Q REMAINING VEGETATION TO THE GREATEST EXTENT POSSIBLE. c I_I,J 10 � � III o I 14b W is IIII I I I I I I �� L� J/i — �1 I I I I I I Hill is Q /—(, -i -L � --- �— � (�� i�iJi��� �Oi�cli L - -i -i -- -I- --i -i - 1 11 - - - - - - - - - - -� - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - j L - - - - - - - - - - - - - - - - Q 07 1 1 z I I I 07 0 - � - L - - - 14 14 TYP TYP - - - - - - J - _ _ —_ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _— — 04 � I I � � 03 1 11 02 w Typ 03 ti L q ISSUED I REVISED DATE F 1 14 1 1 14 C BEYOND L J BEYOND F - - - - - - I - - � l� T- - F11 w � ------- -=== a L� 7 - - - � F � 17 U 09 L- - - - - - - - - - - - - - - - - - - - T -F� 1 1 1 ��TL1Ti L_ - - - - - - - - - - - - - - - - - - - o 71 of of VIII I 04 II11� — = = J L _ _ _ _ __ _ _ J L _ _ _ JIIIIIIIII III of _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ of w - -= _ _ _ - - - - - - - 11111 II G ===T— = � 11111 11111 7- —1 1-11 1111x11 1 1-111 1x11 � � I � � r � I r � 111111 11111111 111 II � � I � � II 111 II 11111 l 111111 11 � � I (— � I I � � I � � I � 1 1 1 1 1 1 1 1 1 11111 11111 I I I IN I 11 II I 1 1 I 1 11 111 1 illiI I 111111 1 1 1 1 1 1 1 1 1 1 111 l 1111 1 1 1 1 1 1 1 1 1 111 11 1 1 l 1111 1111 II 11 I I l I 1 11 111 111 hl I I I I l l 11111 1 1 1 1 1 1 1 1 1 1 1 Il l P w 22 1111 1 p pl p 1_ 1 1 L- _ _ 11 111 1 1111111 1 1 1 IITV I N DPM: DRAWN BY: L — — - - - 1 - - 111111 1111111 p1 11 =1— —7plriC II 111 G 1111111 1111111 1 I � z JH CB L � I 111111 111111111 II II =I7LJILC - -� 11 III 111111 11111 TTS -I- - — - ¢ STORE No: CHECKED BY: h I 1111 1111 q pl II III VII 11111 N T T �I1 I II�III 1 v 1501 BB U -F L — J 1 L _ -1 1 L — J I L _ J �T � �L 111�1� TL = = = JI II � _ � L — J II IL = = = J11 � I 11 ��1 II�III L J I L J L J L J 11�TT1 s L 1 1 ITl TI I�11 II I(- — — — —I— — — — III l( Irl �1(m IIII I 1 I 0. ISSUE DATE: Q 12/07/2016 a SHEET NUMBER EXTERIOR FRONT ELEVATION DEMOLITION p9 13 OB 14 p5 13 05 14 13 ps 17 �; 3 AD105 PATIO KNEEWALL AND WINDSCREEN TO BE REMOVED, NOT SHOWN FOR CLARITY, REF SHEET AD 101, DEMOLITION EXTERIOR N ELEVATIONS w 40 L E� GENERAL NOTES w a A. ALL DEMOLISHED MATERIAL SHALL BE REMOVED IMMEDIATELY AND U DISPOSED OF PROPERLY, ANY ITEMS NOT TO BE RETAINED BY THE OWNER u- SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. NO y DEMOLISHED MATERIALS SHALL BE STOCKPILED ON SITE EXCEPT AS V) REQUESTED BY MP OR CPM. 6 ff] B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED FROM SITE PRIOR TO START OF CONSTRUCTION UNDER SEPARATE CONTRACT. Q� C. PROTECT OWNER'S PROPERTY AND PERSONS AT ALL TIMES.THIS INCLUDES qw ALL ITEMS AND SERVICES NECESSARY TO DEMOLISH OR DISMANTLE AND w REMOVE ALL WALLS, EQUIPMENT, PIPING AND APPURTENANCES WHICH WILL INTERFERE WITH NEW CONSTRUCTION. ALL ITEMS TO BE REMOVED w SHALL BE COORDINATED WITH NEW CONSTRUCTION. O D. ANY ITEMS NOT SHOWN TO BE DEMOLISHED THAT ARE DAMAGED SHALL q BE REPAIRED AS REQUIRED BY THE OWNER AT THE CONTRACTOR'S O EXPENSE. C OE. COORDINATE ANY SYSTEMS SHUTDOWNS WHICH MAY BE REQUIRED WITH t _ THE CPM, MP AND RM. d 12 r 12 / F. PRIOR TO COMMENCING WITH THE DEMOLITION WORK,THE CONTRACTOR SHALL ASCERTAIN FROM THE OWNER WHETHER OR NOT W aCi ARC 06 THE OWNER WISHES TO RETAIN ANY ITEMS. ANY SUCH ITEMS SHALL BE �J� gPADY W / — _ REMOVED WITH CARE SO AS TO PREVENT DAMAGE AND SHALL BE TURNED OVER TO MP OR CPM. R G G. THE CONTRACTOR SHALL CONTROL AND LIMIT DUST RESULTING FROM C- 77 i( ❑ TYP / DEMOLITION AND PREVENT THE SPREAD OF DUST TO BUILDING REMAIN. AREAS TO O .S__3 t -`7 / Q Y\nE—NCWAL �Q /O 18 H. THE USE OF BURNING ON THE SITE WILL NOT BE PERMITTED. O QF CAL Ol L THE USE OF POWDER EXPLOSIVES WILL NOT BE PERMITTED. p 12 J. WHERE DAMPERS AND CONDUIT PIPING, ETC.ARE REMOVED FROM RATED WALLS,WALLS SHALL BE PATCHED AND SEALED TO MAINTAIN FIRE / AND SMOKE RATING INTEGRITY OF RATED WALLS. z � / O SLOPE K. CONTRACTOR SHALL MAKE ALL CIRCUITS DISRUPTED BY DEMOLITION U ROOF ROOF / - - - - - - SLOPE - - - - - - - - - FUNCTIONAL THAT ARE REQUIRED FOR REUSE. p a / / ' \ 1"s L. THE CONTRACTOR SHALL REMOVE ALL WIRING, CONDUIT, WIRING O o SYSTEMS AND EQUIPMENT MADE OBSOLETE BY THIS DEMOLITION BACK Hz TO SOURCE. ANY EXISTING CONDUIT SYSTEM THAT CAN BE REUSED IN O p PLACE IN THE NEW WORK MAY BE REUSED, PROVIDED IT IS IN AN Z V ACCEPTABLE CONDITION TO THE ARCHITECT ENGINEER AND OWNER, Q } N AND COMPLIES WITH CURRENT APPLICABLE CODES. d Z q O M. PROVIDE PROTECTION FOR BUILDING AND COMPONENTS FROM w � ELEMENTS DURING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO d w 5 ROOF, WALLS, DOORS&WINDOWS. ENSURE INTEGRITY OF THE ROOF THROUGHOUT DEMOLITION AND UNTIL ALL PERMANENT PARAPETS, ROOF P U w MEMBRANES AND EXTERIOR WALL FINISH SYSTEMS AND SEALANTS ARE M INSTALLED. 5 N. GC TO CONTACT CPM REGARDING ROOF WARRANTY INFORMATION. IF UNDER WARRANTY, GC IS TO UTILIZE THE CURRENT ROOF ASSEMBLY VENDORS AS REQUIRED TO MAINTAIN WARRANTY. ALL ROOFING WORK x SHALL BE PERFORMED BY LL APPROVED SUBCONTRACTORS: REFERENCE SHEET A001 FOR ADDITIONAL INFORMATION. O. GC TO CONFIRM EXTENT OF ROOF MEMBRANE DEMOLITION WITH CPM; O MEMBRANE IS TO ONLY BE REMOVED IN AREAS AS REQUIRED FOR NEW H CONSTRUCTION. w 09 { P. FOR THE DURATION OF CONSTRUCTION, GC TO PROVIDE TEMPORARY I I I { { { LIGHTING AT THE ENTRANCE TO ILLUMINATE SIDEWALKS AND TEMPORARY w 03 I I I { { SIGN DURING NIGHTTIME BUSINESS HOURS. Lu O TYP I I I 11 { I { C7 { { Q. EXISTING ROOF DRAINS TO REMAIN; GC TO CLEAN ALL STRAINERS OF N co ANY DEBRIS AS REQUIRED.03 cy) Eli J TYP II I .�I III 10 11 R. SIGN CONTRACTOR IS RESPONSIBLE FOR ALL SIGNAGE WORK. U Q 0 S. DO NOT ENCUMBER EXISTING ROOF STRUCTURE WITH DEMOLISHED x W (� W Q 17 MATERIAL. ALL MATERIAL RIMOVED FROM WALL, PARAPET OR ROOF w0 IY LO CONSTRUCTION ATOP EXISTING ROOF STRUCTURE SHALL BE IMMEDIATELY q z = c� REMOVED AND STOCKPILED AT GRADE. d LU U O j w EE " T. GENERAL CONTRACTOR SHALL CLEAN ENTIRE EXISTING ROOF SURFACE U Q LU Z�t { I I I OVER FLEMINGS LEASE SPACE AT COMPLETION OF CONSTRUCTION. w Z U { { { II GENERAL CONTRACTOR NOTE(S) o - a_ � O w � \ / / A. LANDLORD WILL REPLACE EXISTING ROOF SYSTEM IN CONJUNCTION zW a- x WITH THIS PROJECT. COORDINATE SCOPE OF LL'S WORK WB'H O z W LANDLORD'S TENANT COORDINATOR AND ROOFING CONTRACTOR. Q n w Lz L ROOF ROOF B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ASCERTAIN Lo Ol SLOPE SLS \' \ \ / / -�J / ROOFTOP EQUIPMENT WHICH IS NO LONGER IN USE, OR WHICH WILL w� \ \ / / - BE MADE OBSOLETE BY THE REMODEL SCOPE OF WORK, AND TYP \ - - - - - - - - - - - - - J REMOVE PRIOR TO ROOF REPLACEMENT. COORDINATE SCHEDULE Q WITH LANDLORD'S ROOFING CONTRACTOR AND PROVIDE TEMPORARY WEATHER PROOFING AS REQUIRED. REFERENCE E GENERAL NOTE M, THIS SHEET. Z \ \ / ( u DEMOLITION ROOF PLAN KEY NOTES EXISTING BALLASTED SINGLE PLY ROOFING SYSTEM TO REMAIN. Q 03 \ \ \ / / i O6 � TYP \ \ \ 04 / / 02 EXISTING ROOF HATCH TO REMAIN. CLEAN AND PREP FOR NEW PAINT. ROOF � \ SLOPE \ \ \ 03 EXISTING ROOFTOP MECHANICAL UNIT TO REMAIN. Z \ \ \ /✓ 04 REMOVE EXISTING TOWER ELEMENT AND RELATED WALLS, COPING AND - - / ROOF MATERIALS. PROTECT MAIN ROOF FRAMING,DECKING, SHEATHING U AND MEMBRANE AS REQUIRED. REFERENCE STRUCTURAL DRAWINGS FOR \ FRAMING TO REMAIN. w PLI \ - 05 CUT BACK EXISTING ROOFING SYSTEM AS REQUIRED TO TIE NEW ROOF `n l w 12 — INTO EXISTING (2'-0"MIN.).VERIFY EXTENTS WITH MANUFACTURER'S d RECOMMENDATIONS. 0 D 01 OB REMOVE EXISTING PARAPET COPING AND CORNICE. EXISTING PARAPET Q TO REMAIN. REFERENCE SHEET A301 FOR ADDITIONAL INFORMATION. Q = Y 07 REMOVE EXISTING ROOF SYSTEM AND EXTERIOR WALLS AS REQUIRED FOR q Q o NEW CONSTRUCTION. W 03 02 OS REMOVE ENTIRE EXISTING FRONT ENTRY ROOF, INCLUDING ALL FRAMING, ROOFING, COPING AND SIGNAGE.PROTECT ANY EXISTING EXTERIOR O U) fi WALL FRAMING. SHEATHING,ROOF DECK AND MEMBRANE TO REMAIN. � Wc 09 REMOVE PORTION OF EXISTING WALL AND PARAPET TO ALLOW FOR NEW G WORK. q 10 REMOVE EXISTING SIGN, COORDINATE WITH OWNER FOR STORAGE § a REQUIREMENTS. O 12 J REMOVE EXISTING ROOF SYSTEM. d 07 12 EXISTING ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN. CLEAN DRAIN d O AND STRAINER. - - - - - - - 16- - - - - C/) O 13 EXISTING EXTERIOR SCREEN WALL TO REMAIN. m 14 REMOVE EXISTING PARAPET COPING AS REQUIRED FOR INSTALLATION OF 0 NEW PORTION OF WALL ATOP EXISTING. z 14 15 REMOVE EXISTING DAMAGED PARAPET COPING. w q ISSUED I REVISED DATE 16 REMOVE INTERNALLY LIT SIGNAGE AND STORE FOR REUSE. COORDINATE w WITH EXTERIOR ELEVATIONS, SHEET A301, BBI CPM, AND APPROVED SIGN PACKAGE O 15 13 17 REMOVE EXISTING PRIMARY/OVERFLOW DRAINS AND PORTION OF EXISTING DRAIN LEADERS AS REQUIRED FOR NEW CONSTRUCTION. 0. 01 TYP 18 REMOVE PORTION OF EXISTING ROOFING AS REQUIRED FOR NEW pg TAPERED INSULATION. OB d w x 1s z DPM: DRAWN BY: O JH CB vSTORE No: CHECKED BY: s 1501 BB a ISSUE DATE: N 12/07/2016 q a SHEET NUMBER - 01 DEMOLITION ROOF PLANrNIA 3 SCALE: 1/4" = l'-0" Q AD 106 REDEMOLITION ROOF PLAN R 41 L FLATWORK PLAN GENERAL NOTES o 06 a. TYP A. EXTERIOR GRADE-SET UPLIGHTING, STAKE-MOUNTED TREE UPLIGHTING, AND 3/8"DEEP SEALANT AND PATIO SCREEN WALL DOWNLIGHTING ARE SHOWN ON THIS SHEET. 9 BACKER RODS- REFERENCE SHEETS A207, A210, DIMMING PLANS,AND ELECTRICAL U i — FIELD VERIFY DRAWINGS FOR ADDITIONAL EXTERIOR LIGHTING. / 1 4'4" 4'-4" 4'-4" 4'-4" 4'-4" V) \ #4x16"DOWELS AT 18" B. SOME EXTERIOR DIMMING CIRCUITING INFORMATION IS SHOWN ON THIS � O.C. AT MIDPOINT OF 08 SHEET. REFERENCE SHEET A207, A208, A214, A215, AND ELECTRICAL f SLAB. EXPANSION CAP OR 02 03 DRAWINGS FOR ADDITIONAL INFORMATION RELATED TO DIMMING GREASE ONE END TYP A101 SYSTEMS AND CONTROLS d ° 3/8"PREFORMED �: TYP q \ - EXPANSION JOINT FILLER C. ALL DIMMING SYSTEM WIRING IS TO BE INSTALLED BY THE ELECTRICAL w CONTRACTOR. w ti D. LANDSCAPE DESIGN IS BY LANDLORD'S LANDSCAPE DESIGNER. w COORDINATE FINAL GRADING AND LANDSCAPING WITH CIVIL DRAWINGS O AND LANDSCAPE PLANS. � q SUBGRADE FLATWORK PLAN KEY NOTES o REF STRUCTURAL O: \ � Ol INSTALL NEW CONCRETE SIDEWALK (AREA SHOWN SHADED). 01 Z TYP 02 ENSURE TOP OF NEW CONCRETE FLATWORK LS FLUSH WITH TOP OF EXISTING CONCRETE SIDEWALK/CURB TO REMAIN v ED ARC EXPANSION JOINT ti s y% — 06 03 ENSURE TOP OF NEW CONCRETE FLATWORK IS FLUSH WITH TOP OF NEW O G BRADY W SCALE: 1/2"=1'-0" PATIO TUE R G 04 ENSURE TOP OF NEW CONCRETE FLATWORK AT ENTRY IS FLUSH WITH 08 INTERIOR FINISH FLOOR AT THRESHOLD O C 77 lz TYP fp 3 3 t -t7 05 REFERENCE 01/A203 FOR PATIO AREA FLOOR FINISH d .�`>\ne CONCRETE SIDEWALK TYP /c• NOTE:PROVIDE COLD q 06 EXISTING CONCRETE SIDEWALK TO REMAIN 0 QF CAt-tF JOINT BETWEEN PATIO W/BROOM FINISHa 07 EXISTING CURB RAMP TO REMAIN � SLAB AND SIDEWALK 14 U CONCRETE W/BROOM #4x10"DOWELS AT 12" FINISH TYPICAL 08 EXISTING CONCRETE CURB TO REMAIN y cd O.C.AT MIDPOINT OF C SIDEWALK TURNDOWN TILE ON MORTAR BED; 09 LANDSCAPE AREA. REFERENCE CNB DRAWINGS FOR GRADING z O " INFORMATION. REFERENCE LANDSCAPE DRAWINGS FOR PLANTING U 18 MATERIALS w O . iv REFERENCE SHEET A203 N z a 10 EXISTING TRANSFORMER AND PAD TO REMAIN O w o a c 1g N 11 EXISTING DETECTABLE WARNING TO REMAIN p u z ° SUBGRADE. TYP 12 SAWED CONCRETE CONTRACTION JOINT. FIELD VERIFY SPACING. ALIGN q F PREFORMED g" g" REF STRUCTURAL OF 4 WITH JOINTS IN EXISTING ADJACENT CONCRETE FLATWORK TO REMAIN. Q +0- 3/8" N EXPANSION JOINT DRAWINGS w REFERENCE DETAIL 02/A101 L z a FILLER 04 04 13 NEW CONCRETE STOOP. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL Q g NOTE: \ w A101 INFORMATION U ARCHIlECTURAL FINISH FLOOR = 00.00' 14 EXPANSION JOINT. REFERENCE DETAIL 06/A101. w z CIVIL FINISH FLOOR = 205.39' p ALL EXTERIOR DOORS = 00.00' UNO LANDSCAPE TREE PLANTINGS SHOWN FOR REFERENCE ONLY. ACTUAL LOCATIONS MAY VARY, PER LANDLORD'S LANDSCAPE DESIGNER. — 0 SIDEWALK DETAIL REFER TO CIVIL DRAWINGS FOR ADDITIONAL `.. TYP 16 STAKE MOUNTED TREE UPLIGHTS (SL-2) WITH REMOTE MAGNETIC x INFORMATION REGARDING SITE-RELATED SCOPE OF 18 TRANSFORMERS. TYPICAL OF (2) PER TREE. REFERENCE FIXTURE SCHEDULE, U WORK AL[GN D DH-51 SHEET A208.TREE LOCATIONS MAY VARY, LIGHTING SHALL BE x SCALE: 1/2"=1'-O° COORDINATED WITH ACTUAL TREE LOCATION x 17 LINEAR LED CABLE LIGHT (FL-2) UNDER LIP OF SCREEN WALL CAP. O 03 AI:IGN 14 REFERENCE FIXTURE SCHEDULE, SHEET A208 w 05 i 18 NEW GRADE-SET LED UPLIGHT FIXTURE (SL-1). REFERENCE SHEET A201, DOWEL INTO EXISTING CURB WITH #4's X 8" A101 FIXTURE SCHEDULE SHEET A208, AND ELECTRICAL DRAWINGS w LONG @ 18"O.C. (3"MIN. EMBED INTO 08 Ljj CURB) OFFSET DOWELS 6"-9"FROM 19 NEW COLUMN.REFERENCE Ol/A201 AND STRUCTURAL DRAWINGS PRIMARY REBAR. EXPANSION CAP OR GREASE END OF DOWEL @ NEW CONC. 1 co J 3/8"JOINT SEALANT, ON 01 KEY u °N' o EXPANSION FILLER O TYP Lu CONCRETE W/BROOM EXISTING CURB TO REMAIN NEW CONCRETE FLATWORK p Lij U FINISH TYPICAL LO 12 EXISTING PAVING 15P 17 TYP APPROX. AREA: 794 S.F. z q z = N d LU U Oof r ° ° a NEW CONCRETE STOOP H U Q W *k APPROX. AREA: 15 S.F. w Z H III III III— Ind —I ( III—III 1( III-1 I h� DIMMING SYSTEM CIRCUIT. REFERENCE SHEET A215 0 1 —III III 1111 1111 —I Lr��l 02 [DH- FOR DIMMING SCHEDULE p O „Illiiillli Ill, illlTllliiilll� 111111 0 w tY d SUBGRADE. REF 09 03 a O W STRUCTURAL DRAWINGS TYP A101 06 Oq z W TYP LU 17 Lo z SIDEWALK DETAIL TYP w — 04 1 SCALE: 1/2"=1'-0" Ll L �� U w I I M P? G DOWEL INTO EXISTING FLATWORK WITH #4's X 18" 15 d LONG @ 18"O.C. OFFSET DOWELS 6"-9"FROM 16 TYP PRIMARY REBAR. EXPANSION CAP OR GREASE END 06� f Z OF DOWEL @ NEW CONC. DP TYP I 0 d 3/8"JOINT SEALANT, ON c U EXPANSION FILLER I M CONCRETE W/BROOM 10 09 0000000000000 U FINISH TYPICAL EXISTING SIDEWALK TYP I 0 0 0 0 0 0 0 0 0 0 0 0 w `Y 000000000000 a. i c 0000000000000 � ❑000000000000 q ♦ Lu 11 0000000000000 Z a ° d — j 0000000000000 v D 0000000000000 d — - 1 0000000000000 O O �I I�I�I Illi II- 111 , II_� DH-49 0000000000000 1 0000000000000 Y 0000000000000 1179 11 IIII�II�II 11LIF 69 66 0000000000000 q W I I I I i 00000000000x0 TYP Q SUBGRADE. REF DH-52 15 TYP w STRUCTURAL DRAWINGS 16 09 TYP I 4 O C0 I TYP TYP 1 j M W — — — — C O �_ 0 3,_0„ 3'-0" 3'_0, 3'_0, I M q — 03 SIDEWALK DETAIL SCALE: 1/2"=1'-0" O 17 C}' TYP d 11 06 z 06 13 11 07Tm 13131313 0 TYP 0000000 TYP 00000 w 0000000 O 1/4"DEEP SEALANT AND 0 0 0 0 W BACKER ROD OR DEPTH AS RECOMMENDED BY 114" MANUFACTURER w SAWCUTCONTRACTIONJOINT q ISSUED / REVISED DATE w 1 11 O W4 pw, \ \ a' P. P' \ 4 /, G 7 . —7.. !2 d 000000❑ w SUBGRADE 0000000 0 0 0 0 z DPM: DRAWN BY: REF STRUCTURAL O JH CB ¢ STORE No: CHECKED BY: VAN 1501 BB a ISSUE DATE: N 12/07/2016 EXTERIOR SIDEWALK/PAVING a SHEET NUMBER — 02 CONTRACTION JOINT — OI FLATWORK PLAN 3 A101 SCALE: 1/2"=1'-0" SCALE: 3/16"=1'-0" � Q ARCHITECTURAL w w FLATWORK PLAN 42 L OCCUPANT LOAD SCHEDULE EGRESS CAPACITY REQUIRED EXIT AISLE WIDTH x BASEMENT: MEANS OF EGRESS 0 SPACE NAME TYPE OF SPACE AREA SF SF/OCCUPANT CALCULATED ACTUAL 84x0.3 = 25.2" REQUIRED REQUIRED PROVIDED REMARKS EST FLOOR DINING ASSEMBLY UNCONCENTAATED 6,209 SF 15 NET 414 278 BASEMENT EXITS REQUIRED:2 BASED ON :: BUILDING CODE SECTIONS 1005.1 AND 1015.2.1 KITCHEN/BAR COMMERCIAL KITCHEN 1,646 SF 200 GROSS 9 9 BAS (2) 3 EXITS PROVIDED:2 U (2) 32"DOORS AT STAIRS=64" PER SECTION 1028.9.1 MINIMUM EXIT AISLE WIDTH ACCESSORY ASSEMBLY EGRESS&ELEVATOR ACCESS 591 SF300 GROSS 2 2 REQUIRED NUMBER OF EXITS (WITH SEATING ON BOTH SIDES] IS 36"WHERE THE 42"& 36" 42"& 36" AISLE SERVES LESS THAN 50 SEATS. 42"WHERE 1ST FLOOR: STORAGE STORAGE 280 SF 300 GROSS 1 1BASEMENT 84 x 0.3=25.2" REQUIREDREQUIRED PROVIDED REMARKS AISLE SERVES MORE THAN 50 SEATS. TOTAL EST FLOOR OCCUPANT LOAD 426 290 IST FLOOR 426 x 0.2=85.2" REQUIRED TOTAL REQUIRED= 110.4" 3 3 DINING ROOM EXIT DOORS ARE MARKED "EXIT". DINING HAS A BASEMENT DINING ASSEMBLY UNCONCENTRATED 1,056 SF 15 GROSS 71 36 #OF EXITS REQUIRED: 3 MIN. OF TWO SEPARATE EXITS AS REQUIRED FOR ACCESSORY ASSEMBLY EGRESS &ELEVATOR ACCESS 733 SF 300 GROSS 3 3 (2013 CBC,TABLE 1021.1) 1 KITCHEN A2 WITH MORE THAN 50 OCCUPANTS. Q FOOD PREP/BAR COMMERCIAL KITCHEN 913 SF 200 GROSS 5 5 #OF EXITS PROVIDED:5 MEANS OF EGRESS KEY W (2) 32"DOORS AT ENTRY=69" STORAGE STORAGE 1,394 SF 300 GROSS 5 5 (3) 32"SECONDARY EXIT=96" w TOTAL BASEMENT OCCUPANT LOAD 84 49 TOTAL EGRESS WIDTH PROVIDED = 160" PRIMARY EXIT AISLEWAY : O MINIMUM PRIMARY EXIT AISLEWAY WIDTH 42" PER BLDG. CODE SECTION � PER 2013 CA BUILDING CODE, CHAPTER 10 1028.9.1(4) TOTAL BUILDING OCCUPANT LOAD 510 339 (FULLY SPRINKLERED BUILDING) REQUIRED EXIT DOOR SEPARATION � x TRAVEL DISTANCE: 250FT(TABLE1016.2) REQUIRED PROVIDED REMARKS C COMMON PATH OF TRAVEL: 75 FT(TABLE 1014.3) SECONDARY EXIT AISLEWAY ; DEAD END CORRIDOR: 20 FT. (SECTION 1018.4) MINIMUM SECONDARY EXIT AISLEWAY WIDTH 36" PER BLDG. CODE SECTION Z 1028.9.1(4), EXCEPTION 1 114'-4"13 = 38'-.2" 103'-4" u 0 AR 103,_4„ > 38'-2„ w a5� Cy/ 0 BRADY W DINING ROOM DIAGONAL BUILDING EQUIPPED W/ FIRE SPRINKLER SYSTEM R G ACCESS AISLEWAY: AISLE ACCESSWAYS FOR SEATING AT TABLES SHALL COMPLY W WITH SECTION 1028.10.1 C- 77 3-3 t -t7 32"EXIT �/ [PANIC HARDWARE] RENVIIIIIAL D = 76' - 5" W. ° �QF CA1.�F�Q` H � K z 0 U E / o o ; . 3Z FE\ I ' I / 0.'W z o . O a o 0° z UIN o � F • Er \� Q } o I I Q O m OD Q Il! U 0 w z kk I U O e o e x O - - - - — - — - — - —- — - —- w H ti W CD BULDING OFFICIAL/PLAN REVIEWER NOTES > D (^, co = E LAI A. OCCUPANT LOADS INDICATED ON THIS SHEET AND SHEET'A103, LIFE SAFETY PLAN-BASEMENT, ate. � (V _j O I ARE BASED ON AREA CALCULATIONS USING MAXIMUM FLOOR AREA ALLOWANCES IN 2013 Ed U 0 103'-4" EXIT DOOR SEPARATION DISTANCE CBC, SCHEDULE 1004.1.2. ACTUAL SEATING CAPACITY IS LESS THAN CALCULATED CAPACITY U p 1 AS INDICATED IN THE OCCUPANT LOAD SCHEDULE. a w Q 2 U w � 1 / B. EGRESS CAPACITIES ARE CALCULATED USING A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 W. ~ - N 1 (2013 CBC 1005.3.1) FOR THE BASEMENT AREA (EXITING IS THROUGH STAIRWELLS), AND 0.2 FOR m z = \ THE EST FLOOR (2013 CBC, SECTION 1005.3.2). zW U O W4 U Q W* k ` 68"EXIT C. REQUIRED EGRESS CAPACITY OF THE BASEMENT IS ADDED TO THE EST FLOOR CAPACITY TO Lu . . [PANIC HARDWARE] ACCOMMODATE EXITING PATHS THROUGH PORTIONS OF THE 1ST FLOOR. COMMON PATH OF ~ m Z U A = 130' - 4 TRAVEL FROM TOP OF STAIR TO EXTERIOR POINT OF EGRESS IS LESS THAN 75 FEET AS REQUIRED I w I B = 36' - 4" BY 2013 CBC, TABLE 1014.3 o p C = 61' - 10" o 0� II zW a x o _ . . . . . . .'.' _ . . . .. . . . . . ° z � w . _ _ _ II Lo Z I w � - - — - - - - - -— - - - - - - — - —- - —- — - - U H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z U w I u �m ------------- ---------------------------------------- -- Q --- .'.'. 000 111 z I I I fO En / ------ -- ---- - - - -- - - ,v_-, U En z ♦ W ® Y Q Q A AP I I I � / EJ W I w0 Cn 32"EX o [PAN CI HARDWARE] ------- O W I I A = 130' - 9" I1 . . . . . . . . . . . . . °=12 B = 72' - 4.. Q 1 . . 132"EXIT I Q 114'-4" DINING ROOM DIAGONAL DISTANCE " " ' . . ". .'''.'.. �\ [PANIC HAR WAR] %" " ss ' _ d IB = 136' - 10" I O p IC = 82' - 6" D = 82' - 3" - - w E = 107' - 10" '< '` W O z z q ISSUED / REVISED DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W 1 w - O . . . . . . . . . . . . . . . . . W 13 W W O O W z DPM: DRAWN BY: p JH CB / ¢ STORE No: CHECKED BY: 32"EXIT [PANIC HARDWARE] 1501 BB A = 162' - 9" a ISSUE DATE: B = 104' - 10" 12/07/2016 Q C = 92' - 2" z a SHEET NUMBER cn - 01 LIFE SAFETY PLAN - 1ST FLOOR Q Al 02 SCALE:3/16"=1'-0" Q LIFE SAFETY PLAN - FIRST FLOOR �f 3 L OCCUPANT LOAD SCHEDULE EGRESS CAPACrrY x BASEMENT: MEANS OF EGRESS REQUIRED EXIT AISLE WIDTH 0 SPACE NAME TYPE OF SPACE AREA SF SF/OCCUPANT CALCULATED ACTUAL 84 x 0.3 = 25.2" REQUIRED a IST FLOOR DINING ASSEMBLY UNCONCENTRATED 6,209 SF 15 NET 414 278 BASEMENT EXITS REQUIRED:2 BASED ON :: BUILDING CODE SECTIONS 1005.1 AND 1015.2.1 REQUIRED PROVIDED REMARKS BASEMENT EXITS PROVIDED: 2 U KITCHEN/BAR COMMERCIAL KITCHEN 1,646 SF 200 GROSS 9 9 (2) 32"DOORS AT STAIRS=64" REQUIRED NUMBER OF EXITS 42"&36" 42"&36" PER SECTION 1028.9.1 MINIMUM EXIT AISLE WIDTH ACCESSORY ASSEMBLY EGRESS &ELEVATOR ACCESS 591 SF 300 GROSS 2 2 [WITH SEATING ON BOTH SIDES] IS 36"WHERE THE 1ST FLOOR: E) STORAGE STORAGE 280 SF 300 GROSS 1 IAISLE SERVES LESS THAN 50 SEATS. 42"WHERE BASEMENT 84 x 0.3=25.2" REQUIRED REQUIRED PROVIDED REMARKS TOTAL 1ST FLOOR OCCUPANT LOAD 426 290 IST FLOOR 426 x 0.2=85.2" REQUIRED AISLE SERVES MORE THAN 50 SEATS. TOTAL REQUIRED= 110.4" 2 2 BASEMENT HAS 2 EXITS. BASEMENT DINING ASSEMBLY UNCONCENTRATED 1,056 SF 15 GROSS 71 36 #OF EXIT'S REQUIRED: 3 EXIT DOORS ARE MARKED "EXIT" ACCESSORY ASSEMBLY EGRESS &ELEVATOR ACCESS 733 SF 300 GROSS 3 3 (2013 CBC,TABLE 1021.1) cn Q FOOD PREP/BAR COMMERCIAL KITCHEN 913 SF 200 GROSS 5 5 #OF EM PROVIDED:5 MEANS OF EGRESS KEY (2) 32"DOORS AT ENTRY=64" STORAGE STORAGE 1,394 SF 300 GROSS 5 5 (3) 32"SECONDARY EXIT=96" w TOTAL EGRESS WIDTH PROVIDED= 160" PRIMARY EXIT AISLEWAY : ° TOTAL BASEMENT OCCUPANT LOAD 84 49 MINIMUM PRIMARY EXIT AISLEWAY WIDTH 42" PER BLDG CODE SECTION w 10289.9.1(4). C/) TOTAL BUILDING OCCUPANT LOAD PER 2013 CA BUILDING CODE, CHAPTER 10 510 339 (FULLY SPRINKLERED BUILDING) rx TRAVEL DISTANCE: 250 FT(TABLE 1016.2) C COMMON PATH OF TRAVEL: 75 FT(TABLE 1014.3) SECONDARY EXIT AISLEWAY : DEAD END CORRIDOR: 20 FF. (SECTION 1018.4) MINIMUM SECONDARY EXIT AISLEWAY WIDTH 36" PER BLDG. CODE SECTION Q 1028.9.1(4) EXCEPTION 1. W aSED ARch'i 0 BRADY W PO R G ACCESS AISLEWAY: AISLE ACCESSWAYS FOR SEATING AT TABLES SHALL COMPLY w WITH SECTION 1028.10.1 C- 77 ° 3-3 t -t7 FIENCWAL Y�QFmTE o z 0 U BULDING OFFICIAL/PLAN REVIEWER NOTES z A. OCCUPANT LOADS INDICATED ON THIS SHEET AND SHEET A102, LIFE SAFETY PLAN-FIRST FLOOR, O ARE BASED ON AREA CALCULATIONS USING MAXIMUM FLOOR AREA ALLOWANCES IN 2013 w z a CBC, SCHEDULE 1004.1.2. ACTUAL SEATING CAPACITY IS LESS THAN CALCULATED CAPACITY O AS INDICATED IN THE OCCUPANT LOAD SCHEDULE. x F- O J O B. EGRESS CAPACITIES ARE CALCULATED USING A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 E. g w (2013 CBC 1005.3.1) FOR THE BASEMENT AREA (EXITING IS THROUGH STAIRWELLS), AND 0.2 FOR 0 O THE IST FLOOR (2013 CBC, SECTION 1005.3.2). q VO F z ON C. REQUIRED EGRESS CAPACITY OF THE BASEMENT IS ADDED TO THE 1ST FLOOR CAPACITY TO Q z d ACCOMMODATE EXILING PATHS THROUGH PORTIONS OF THE 1ST FLOOR. COMMON PATH OF Q O H J K TRAVEL FROM TOP OF STAIR TO EXTERIOR POINT OF EGRESS IS LESS THAN 75 FEET AS REQUIRED Q F- z BY 2013 CBC,TABLE 1014.3 w 36"EXIT a U w •4 1 [PANIC HARDWARE] I W z { A = 64'-9" M ¢$+ B = 54'-6" o C = 764" (Staff Exit) 1 I I U x 3 x ------------------------------1� O -------------------------------------------- -- --, F 1 I I I ° 32" EXIT o (PANIC HARDWARE) - - / ---------------------i C7 > co co w U D I I W O o H o � 7LLI T N 2 0 EXISTING ONE-HOUR = ; Q w x* FIRE-RATED EXIT i ~ W Z U CORRIDOR i m — w O H � � c ° O LU w Q z W W Lo 7 - - - - 1 - - - - - - - - - - - - I I 1� Z _ _ I W I � I H 32" EXIT I ,.i z (PANIC HARDWARE) i u I W C i �m LlI Q I I I i Q I z I O I � 1 I I I I U I w rLl q ♦ W z r/1 LT N I O . . . . . . . . I / O. .O I --J - - - - - - - - - - - - IL - - - - - - - - ' / � vQ Q 1 - - - - \ - - — - — - - — -— - I W O U) . , . . . . . . . . . . . . . . . . . . W \ / I U q � u O i O I KXXX Fl XX � i Q I I z I o w O I z I � I W � � I q ISSUED / REVISED DATE I ° ------------ I � J W 32" EXIT A = 64'-9" (PANIC HARDWARE) ' B =\ 16'-8"-8" I ' w C = 55'-5" (Staff Exit) 1 I I li w x z DPM: DRAWN BY: 1 ------------------------------I I O B r----------- -------------------------------------------------- 1) STORE No: CHECKED BY: I 1501 BB w ISSUE DATE: 12/07/2016 q a SHEET NUMBER cn 01 LIFE SAFETY PLAN-BASEMENT 3 A103 SCALE:3/16"=1'-0" q LIFE SAFETY w PLAN - BASEMENT RE I 44 L FLOOR PLAN GENERAL NOTES x 0 A. BARRICADES AND/OR SCAFFOLDING CANNOT BE REMOVED W UNTIL LANDLORD'S TENANT COORDINATOR HAS PROVIDED 01H J K M N WRITTEN APPROVAL THAT STOREFRONT MODIFICATION WORK IS U 2\213 COMPLETE AND THE WORK IS ACCEPTED AND APPROVED AND .. THE TENANT IS PREPARED TO OPEN FOR BUSINESS. R I I V) B. INSULATION TO EXISTING UNDERSIDE OF THE ROOF STRUCTURE IS REQUIRED FOR ALL DEMISING WALLS. REQUIRED INSULATION U O• i HALLWAY SHALL BE INSTALLED BY GENERAL CONTRACTOR. 116 I 04 \ 4'-5" 11'-8 3/4" 4'-10" 2\301 C. ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN Q ENTRY AREA MUST BE INSTALLED IN A MANNER THAT IS w i \ VERIFY ALIGN , 4'-7" 2'-6" 1 1 03 CONCEALED FROM PUBLIC VIEW. ALL SECURITY DEVICES AND w -_ 2\704 SYSTEMS SHALL BE INTEGRATED WITHIN THE STOREFRONT DESIGN 2\6 d 28 i"' ♦ AND FINISHES. FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. O j I / 2\6 I r 3 , 8 D. ANY HARD LID CEILINGS AND SOFFITS CANNOT CONNECT TO THE O' 33 N STOREFRONT BELOW THE STOREFRONT FRAMING SYSTEM. I E. ANY NON-ILLUMINATED AND/OR ILLUMINATED SIGNAGE CANNOT F 27 09 27 WINE STORAGE 1� 13 aH %% 1-1" � BE PLACED AT THE INSIDE OF THE STOREFRONT SYSTEM WITHIN THE C Flo-91 I 5 2\3 ------�' PREMISE. SIGNAGE MUST BE INSTALLED AT LEAST T-0" OFF THE Q � �2 INSIDE OF THE STOREFRONT SYSTEM. zz 00 F. BUG-EYE TYPE EMERGENCY LIGHTING OR COMBO TYPE EXIT LIGHT E 128B \ FIXTURES ARE NOT ALLOWED IN AREAS THAT ARE VISIBLE TO THE U SED AR \ M n PUBLIC.TENANT IMPROVEMENT PLANS AND FINAL CONSTRUCTION ° B i 07 d' 4 ;0 MUST INSTALL A RECESSED OR SURFACE MOUNTED CLEAR 0 `)v BRADY W 4 i # q3 n f> ACRYLIC BLADE EXIT SIGN AT THE STOREFRONT ENTRY. a �/ R G 4'-9 3/4" TYP 09 10 B m A r 2\600 1. I A 00 N G. FOR ROOM FINISHES, REFER TO FINISH SCHEDULE AND ROOM C- 77 ________ 14 14 4'-53/4" 10'-57/8" 0 N 3 3t -�7 FINISH SCHEDULE AT SHEETS A801 &A803. O ♦ 14 02 Q 'y NE \� - WOMEN ` ; 2\565 FLOOR PLAN KEY NOTES w �� °`'� oQ' CLOSET 1 ' ' O QF OAL\F 103 I COOKLINE 06 Ol NEW HOSTESS STAND. PROVIDE POWER/DATA FOR IT. EQUIPMENT AND LED ACCENT LIGHTS. COORDINATE INSTALLATION WITH BBI. TI. U I 10 09 02 INSTALL NEW 1 1/2" DIAMETER HANDRAIL, FINISHED TO MATCH MEDIUM 0 27 / I \ --- ---� A211 A211 --- - ♦ 09 BRONZE. FIELD VERIFY EXISTING WALL DIMENSIONS AS REQUIRED TO z o I 27 I I 4'-7" 1'-il'-51/2" O OS I > I 18 01 PROVIDE 1 1/2" CLEAR SPACE BETWEEN WALL FINISH AND EDGE OF O \ 05 I 1 _ A704 RAILING. MOUNT TOP OF RAILING AT 36"A.F.F. (MEASURED @ STAIR U m OS r i -�- -''� NOSINGS). EXTEND 12"PAST TOP AND BOTTOM RISER @ 36"A.F.F. p a o - ---- ,--- - - - - -e---- - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - M o- - - - - - � —N 3 F 07 I i 19 07 - g -I - 03 NEW LOW WALL WITH MILLWORK FINISHES. REFER TO DETAIL 03/2\701. a P4 O J O \ 07 I ♦ i 20 a 00 TYP 33 I F z TYP -___� _s -__J__ I O1 04 NEW LOW RAILREF 07/2\701. PROVIDE POWER TO NEW RAILING. p m 8.5 ' ----------------------------- ------------------ I 1 / \ ' '----'- 1 -----'--------- T 22 ;71/2" wA_ _ REFERENCE ELECTRICAL DRAWINGS. Z U 27HALLWAY i I ♦i , i N 50� O106 INSTALL NEW S.S. CAP AT TOP OF EXISTING COLUMN WRAP. REFER TO Q }SERVICE LINE i ` 8 3/4" DETAIS 09, 10/2\211. q 0 123 c5G3 4 2'-5 1/4" 33 ��'J / 06 INSTALL NEW MARBLE COUNTERTOP (ST-04). FIELD VERIFY DIMENSIONS. w U 9.5 I 1 ��•// / MEN 4 7 - 16 ' TYP 07 WALL COVERING FROM TOP OF BASE TO BOTTOM OF CEILING. INSTALL p U w ' 107 2\3 TO I 16 N G3 G3 23 I 11 02 TRIM OVER WALL COVERING AT TOP OF WALL. REF ROOM FINISH w z 02 i I 5 2\504 SCHEDULE. E� CLOSE12 I ----------- -------------------------------16--------------------- ------ -------------------' I 5,_6,. „ 5 4 I 18 102 �♦ -,----,-- ' OS LOCATION OF OWNER PROVIDED ART WALL. G.C.TO INSTALL. 12 2\3 2\3 � `'- O1 33 ' �. 33 OD PANELS, STAINED 16 16 1 2\211 INSTALL TRIM R(WD-10)TICAL UNDER COUNTERTOP, ANRAN CURVED MAPLE D BA E (WD-07). -------- - -- --------------- -- — - B3 2\3 r — \ l� Ol 01 10 NEW BAR TOP AND DIE WALL. LOBBY 2\301 p 7WP 11 11 \ i-207 / I ' 101 09 O1 11 NEW MILLWORK WI'H CONCEALED TV LIFT. PROVIDE ELECTRICAL AND HTYP'-0" 8'-2" CLEAR 4'-8 1/2" \ 1'-9 I/4' // I 10 2\601 2\504 DATA CONNECTIONS. REFER TO DETAIL 07/2\21 I. U ♦ A601 ♦ 12 NEW ACCESSIBLE BAR TOP AND DIE WALL. x 1 Ol i 2'-11 7/8" _-__` A702 27 13 NEW WINE RACK FURNISHED BY BBI, INSTALLED BY CONTRACTOR. � w 2\601 i 1 ♦ }{3-3) d 4'-7 1/2" 2'-5 1/4" 14 INSTALL NEW (TL-16) TILE AT KITCHEN WALLS WHERE BRICK HAS BEEN I I 02 REMOVED. ? J 17 i 30� I ------ -- --� A704 d CV LLI PRIVATE DIVING 2 1138 i 3/4„ ♦ 15 NEW MILLWORK SERVICE CABINET REFER TO DETAIL 08/A211, PROVIDE U 113 i 1 I \\ 6 _ y D POWER AND DATA FOR P.O.S. UNIT. O Q 0 i i i I 22 125B \ 0 9" ' w O 12 MAIN DINING i 03 I ' ; i o O I I N 16 ABOVPROVE, GLASSEFER PANELS ELS.Ol BETWEEN LOW WALL AND SOFFIT O � U � � OS 2\702 20 ' ' ♦ , , (� c d Ca z = 0 30 i I 34 _ 17 NEW SLIDING GLASS WALL SYSTEM. d U U E 1 01 N 18 ; Q LU � - --- ---- ---- - - - - - - - - - - - - ------------- - - - - - - - - - - - i 7- - -------- - - - - ------- - - - -j---- N - - - �z�_ _ _ r ' - - 18 PROVIDE NEW GYPSUM BOARD ANDREQUI2EDMETALFRAMINGTO w Z ~ 18'-3 3/4" 2'-4" ; 1'_1„ 36 MATCH ADJACENT WALL AT LOCATIONS OF PARTIALLY REMOVED WALLS. m W Z 33 IY w 12 ------------------------------------------------------------------ / 33 O 02 " 20 `1'-5 1/2" 19 REPAIR EXISTING DEMISING WALL AFTER COLUMN INSTALLATION. PROVIDE c O o 2\3 ° 2\211 01 i 1 INSULATION WHERE WALL IS DISTURBED AS NOTED IN FLOOR PLAN u D_ 2\600 LOUNGE o7 GENERAL NOTE"B". Ya � O Lu , , 25 07 Ol 02 12 104 I TYP 20 NEW COLUMN WRAP, REFER TO DETAIL 06/A21 0 z W A212A212 "--.L----- ---------------------------------------------------------------------♦ Q Luw w 33 � I 21 10 � � 21 NEW FOOT REST AT BAR DIE, REFER TO 03/2\212 04 0`L 02 (MEDIUM BRONZE FINISH). COORDINATE WITH OWNER. Lo z 2\601 :1001 13 �� ' -------------- olr- -------------------------------------------------- -------� --- 19 A6 03 10 i - ----------- ----- ------- --------- ------_ ---- ------- ----------- ------ - - -1 I 22 EXISTING COLUMN TO REMAIN. PROVIDE NEW FRAMING AS REQUIRED TO Q 2\503 _ 1 2\600 I m i 02 MINIMIZE FUR-OUT AND TO ALLOW NEW FINISHED SURFACES TO ALIGN _ _-- - i 2\600 0 WITH EXISTING AS SHOWN. 2\3 g j O c > 23 NEW PARTIAL HEIGHT WALL WITH GLASS DIVIDER. REFERENCE 11/A701 FOR 12 21 I I 07 06 BAR pq o5 q 1 j TOP OF WALL CONDITION. U j 1 2\600 A600 105 2\600 A600 i 07 w w 12 0 04 1 e TYP 34 M 24 NEW FIREPLACE (MODEL:WDVST50ONTSC ECHELON SEE-THRU FIREPLACE WITH OUTDOOR GLASS FRAMING KI'AND CONTEMPORARY STAINLESS 2\600 I 15 STEEL INSIDE FACE. MFR:MAJESTIC) q O07 18 28 07 ---- I I 35 ZS NEW MOVABLE WALL SYSTEM. d 13C TYP TYP d I ---------------------- ------------------ 08 07 26 NEW FIRE PTI'TABLE. (MODEL: GRANDSTONE; MFR:THE OUTDOOR GREAT � 17 O /� i -- III II TYP O ROOM COMPANY) PROVIDE POWER AND GAS TO LOCATION THROUGH z 1 i STAIRS L 04 j NEW SLAB REFERENCE MEP DRAWINGS. WINE STORAGE 2 \ BEVERAGE i SERVICE BAR i 07 122 .-- ---- ------------------- --- 2\704 1 TYP ♦ 27 NEW DOOR. REF DOOR SCHEDULE. u 03 13 112 -- 12 SERVICE 118 , i i i 2\601 \ 119 i i 27 18 I 01 28 NEW STOREFRONT SYSTEM. REFER TO WINDOW DETAILS, SHEET A703, AND w 07 \ 1 SPECIFICATIONS SECTION 084113. vp Lu 6'-0" 8'-2" CLEAR T-8 1/2" 5'-4 1/4" �P ® i \� j VESTIBULE j 19'-6 3/4" 111/21, 29 NEW MILLWORK WITH SLIDING DOORS TO CONCEAL TV. PROVIDE z , 37 j CLOSET I I ELECTRICAL AND DATA CONNECTIONS. REFER TO DETAIL 08/A601. ti 18 i U 11 07 11 h 1'-2' 12 \ 7 TYP i 121 r G6 2U i 24 34 35 30 BAR/DINING DIVIDER WALL. REFERENCE DETAIL O1/A701. 0 TYP TYP B3 `---------------------' I 1 33 Q B3 A3 L — I - 31 NEW WATER FEATURE (WATERWALL WW86-C BY BLUWORLD, OIL-RUBBED Q - - — Y BRONZE FINISH, STORMGLASS SURFACE, UP-LIGHTING KI'WITH AUTOFI.L w Q c 1 AND DRAIN).REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. w G ' NEW FIRE FEATURE w ~ Ol O Cn \ 27 UTILITY F12 YARD ♦ — 29 Og 33 \ 127 ♦^ --- -- - L -----� ? ! 35 33 NEW COLUMN, REFERENCE STRUCTURAL DRAWINGS. wc i 2\502 2\601 \�117B I 4 M 34 NEW GLASS WINDSCREEN SYSTEM. REFERENCE 07/A702. G 1,_2„ 07 TYP VESTIBULE ' Q i - o I 35 NEW 8" CMU KNEEWALL WITH STUCCO FINISH EACH SIDE 117 I 4 34 36 NEW GRADE-SET LED UPLIGHT FIXTURE (SL-1).REFERENCE SHEET A101, 09 FIXTURE SCHEDULE (SHEET A208), AND ELECTRICAL DRAWINGS p 08 2\601 PRIVATE DINING 1 06 \ 27 6'-O" .. - I 2\701 Q 37 RELOCATE ANY CONCEALED EXISTING PIPING INTO ADJACENT WALL a Fl15 2\601 \ I , -------- � ' - CAVITY AFTER DEMO. Z \ 17 I I 2600 O 1 I , 07 KEY ABo1 I oz - Os " 0 2\704 x 2\301 OPEN P6ATIO i ! EXISTING-NO WORK IN THIS AREA z 2\601 r L o 1 I o O GX WINDOW TYPE, FOR DETAI.SREFER TOSHEET A703. q ISSUED / REVISED DATE DOOR NUMBER, FOR DETAILS REFER TO DOOR SCHEDULE. w O 33 i II I COVERED PATIO *Al- °w" PARTITION LEGEND ------ V L ' -- DETAIL: � Q O 1 X -X X 2\501 SHEET w 34 DETAIL z DPM: DRAWN BY: I -AllNUMBER INDICATES STUD O JH CB 12 05 1 1 M PLAN: HEIGHT IN FEET ¢ STORE No: CHECKED BY: A701 A704 35 NO NUMBER INDICATES U e LETTER INDICATES 1501 PARTITION TYPE STUD HEIGHT TO BOTTOM a BB 1'-3 5/8" 31 t �� Z6 0 12 OF ROOF DECK w � REF PLANS AND a ISSUE DATE: SHEETA705 A3 12/07/2016 133 i NUMBER INDICATES STUD q m 1 I _ REFERENCE SIDE SIZE AS FOLLOWS: 2 I C/) SHEET NUMBER - 01 FLOOR PLAN - - - - - - - - I - � - - - - OPPOSITE IDE 25 N .---- _ - 1 1 - 1„„Z" FURRING 2\2 01 33 / 34 35 34 35 2-2 1/2" METAL d SCALE:1/4"=1'-0" \� 3-3 5/8" METAL x 5-9 1/2" T-4 3/8"' 8'-5 5/8" 2'-3" 13'-2 1/2" 6-6" METAL Q FLOOR PLAN - s-s" METAL FIRST FLOOR -4 L x 0 a. FLOOR PLAN GENERAL NOTES A. BARRICADES AND/OR SCAFFOLDING CANNOT BE REMOVED UNTIL LANDLORD'S TENANT COORDINATOR HAS PROVIDED WRITTEN E� APPROVAL THAT STOREFRONT MODIFICATION WORK IS COMPLETE AND THE WORK IS ACCEPTED AND APPROVED AND THE TENANT IS y PREPARED TO OPEN FOR BUSINESS. 5@ a B. INSULATION TO EXISTING UNDERSIDE OF THE ROOF STRUCTURE IS q REQUIRED FOR ALL DEMISING WALLS. REQUIRED INSULATION SHALL ti BE INSTALLED BY GENERAL CONTRACTOR. w C. ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY w AREA MUST BE INSTALLED IN A MANNER THAT IS CONCEALED FROM O PUBLIC VIEW. ALL SECURITY DEVICES AND SYSTEMS SHALL BE � INTEGRATED WITHIN THE STOREFRONT DESIGN AND FINISHES. q FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. rx D. ANY HARD LID CEILINGS AND SOFFITS CANNOT CONNECT TO THE O STOREFRONT BELOW THE STOREFRONT FRAMING SYSTEM. t tt E. ANY NON-ILLUMINATED AND/OR ILLUMINATED SIGNAGE CANNOT BE PLACED AT THE INSIDE OF THE STOREFRONT SYSTEM WITHIN THE PREMISE. SIGNAGE MUST BE INSTALLED AT LEAST T-0" OFF THE INSIDE W aSED ARn. OF THE STOREFRONT SYSTEM. O �)� BRADY04 W F. BUG-EYE TYPE EMERGENCY LIGHTING OR COMBO TYPE EXIT LIGHT a R G FIXTURES ARE NOT ALLOWED IN AREAS THAT ARE VISIBLE TO THE w PUBLIC.TENANT IMPROVEMENT PLANS AND FINAL CONSTRUCTION r. C- 77 MUST INSTALL A RECESSED OR SURFACE MOUNTED CLEAR ACRYLIC O 'S__3 _`7 BLADE EXIT SIGN AT THE STOREFRONT ENTRY. � -- 7 aQ d 7 \fl ENrW 0!.1Eµ G. FOR ROOM FINISHES, REFER TO FINISH SCHEDULE AND ROOM FINISH N, FI CA1.�FOQ� SCHEDULE AT SHEETS A801 &A803. z O FLOOR PLAN KEY NOTES z Ol NEW DOOR IN EXISTING FRAME, REF DOOR SCHEDULE. OU w Z a 02 NEW VANITY COUNTER, REFERENCE 03/A213 � ' O . w 'z 03 NEW COUNTER, FAUCET, AND SOAP DISPENSER. 0 016B 04 INFILL EXISTING OPENING WITH STUD FRAMING AND GYPSUM BOARD. Z O MATCH STUD SIZE TO EXISTING ADJACENT WALL.FINISH EACH SIDE OF q F D3 / WALL TO MATCH ADJACENT FINISHES. Q v / z a 19 / 05 NEW DOOR AND FRAME IN NEW OPENING, REF DOOR SCHEDULE. Q 0 X r z 06 NEW BAR COUNTERTOP ON EXISTING DIE WALL. REFER TO DETAIL 07/A212 w LOBBY v 016 07 WALL COVERING FROM TOP OF BASE TO BOTTOM OF CEILING. INSTALL w z A3 TRIM OVER WALL COVERING AT TOP OF WALL.REF ROOM FINISH o — SCHEDULE. 20 21 \ 19 18 19 / pg NEW COUNTERTOP AND BACK BAR MILLWORK.PROVIDE POWER AND \ / DATA FOR P.O.S. UNIT. x U D3 '00116 09 EXISTING BAR EQUIPMENT TO REMAIN. INSTALL NEW MOSAIC TILE, REF ELEVATIONS. O 11 NEW MILLWORK WITH CONCEALED TV. PROVIDE ELECTRICAL AND DATA U 22 CONNECTIONS. COORDINATE WITH OWNER AND MILLWORK ti T-11" 3'-6 CONTRACTOR. O x A~ 12 RELOCATE EXISTING THREE COMPARTMENT SINK TO NEW LOCATION. REF w w PLUMBING DRAWINGS FOR CONNECTION INFORMATION. > O CO 13 INSTALL NEW FLOOR DRAIN WHERE FLOOR SINK WAS REMOVED. REFER TO (fl DETAIL 02/AD102 AND PLUMBING DRAWINGS. Q CV W 14 REMOVE IF POSSIBLE. FIELD VERIFY IF BUMP-OUT REMAINS; REFINISH TO U O MATCH ADJACENT WALLS. C w U W p w0 H 15 INSTALL NEW HANDRAIL EACH SIDE OF STAIR, FINISHED TO MATCH LO MEDIUM ANTIQUE BRONZE. PROVIDE 1 1/2" CLEAR SPACE BETWEEN WALL Z Z = of HALLWAY FINISH AND EDGE OF RARING. MOUNT TOP OF RAILING AT 36"A.F.F. d w U rl- 014 N U Q LU 16 INSTALL NEW WALL TRE ON EXISTING WALLS. REFERENCE INTERIOR a w ELEVATIONS. ED Z W 17 REINSTALL EXISTING TOILET FIXTURES, GRAB BARS AND ACCESSORIES AFTER Q TILING IS COMPLETE. o 0Y tY 0 LU lg PROVIDE WALL COVERING (WC-03) ABOVE NEW TRE FINISH. REFERENCE Z W 0X \ INTERIOR ELEVATIONS. O z >-> W 014q \ F—T 19 NEW DOOR AND FRAME, REF DOOR SCHEDULE. Inw Lr) z lg 20 PATCH WALL AT REMOVED PARTITION TO BE FLUSH WITH ADJACENT w 07 FINISHES. 12 s Q TYP 11 05 21 EXISTING ELCTRICAL PANELS TO REMAIN. A602 07 Z IP 22 NEW TRENCH DRAIN, REF PLUMBING. 23 23 NEW FLOOR SINK, REF PLUMBING. U w 04 FOOD PREP 24 INFILL PORTION OF EXISTING OPENING WITH STUD FRAMING AND GYPSUM 015 BOARD, REF DOOR SCHEDULE FOR SIZE OF OPENING TO REMAIN. 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BARRICADES AND/OR SCAFFOLDING CANNOT BE REMOVED UNTIL LANDLORD'S Y TENANT COORDINATOR HAS PROVIDED WRITTEN APPROVAL THAT STOREFRONT U MODIFICATION WORK IS COMPLETE AND THE WORK IS ACCEPTED AND H J K M NAPPROVED AND THE TENANT IS PREPARED TO OPEN FOR BUSINESS. 30 E) TTYP. B. INSULATION TO UNDERSIDE OF THE ROOF STRUCTURE IS REQUIRED FOR ALL DEMISING WALLS. REQUIRED INSULATION SHALL BE INSTALLED BY GENERAL y } CONTRACTOR. 5e 2 R- 0 R 2 C. ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY AREA MUST BE Q 5'-7" 6'-0" 6'-0" 6'-0" 6'-0" INSTALLED IN A MANNER THAT IS CONCEALED FROM PUBLIC VIEW. ALL SECURITY ti DEVICES AND SYSTEMS SHALL BE INTEGRATED WITHIN THE STOREFRONT DESIGN w R-2B E 14 E 28 E E 28 E E AND FINISHES. FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. CD' w ti-461/4" 4'-3 3/4 5" 2'-2 1/2" 08 14 u 14 D. ANY HARD LID CEILINGS AND SOFFITS CANNOT CONNECT TO THE STOREFRONT O w BELOW THE STOREFRONT FRAMING SYSTEM. (19 129 d - - N- - - E ANY NON-ILLUMINATED AND/OR ILLUMINATED SIGNAGE CANNOT BE Q \ PLACED AT TYP R 2 E O 16 C? THE INSIDE OF THE STOREFRONT SYSTEM WITHIN THE PREMISE. SIGNAGE MUST BE O w n 2 10 1/2 3'-6' 3 6 3-6" 3'-6' 3' 6 3'-6" Z'-10'. .. 1'-6" INSTALLED AT LEAST 3'-0"OFF THE INSIDE OF THE STOREFRONT SYSTEM. 28 u I o I E - E E E E E E E r :)E_� F. BUG-EYE TYPE EMERGENCY LIGHTING OR COMBO TYPE EXIT LIGHT FIXTURES ARE dz R-21 d 2'-5"-7 1/4" 1/4"CY c0 T_9' E 7'-0' E T-0" E 2'-11 1/4" 1g q NOT ALLOWED IN AREAS THAT ARE VISIBLE TO THE PUBLIC. TENANT IMPROVEMENT w _ I PLANS AND FINAL CONSTRUCTION MUST INSTALL A RECESSED OR SURFACE F; 14 I J N ti _ MOUNTED CLEAR ACRYLIC BLADE EXB'SIGN AT THE STOREFRONT ENTRY. w DAR } R 2B I o o o G. ALL LIGHT FIXTURES ARE PROVIDED &INSTALLED BY GENERAL CONTRACTOR � `)v BRADY W 6'-13/4" M- 4'-9" 2'-6" 4'-9" 2'-6' 4'-113/4" g' �., R Ca R N UNLESS OTHERWISE NOTED. a R-1 R-1 R 1 R-1 R-1 R-1 X-0 1/2 3-0 M w I I H. REFERENCE SHEET A208 FOR FIXTURE SCHEDULE. O C- 7] iE R 2B 2 . . r. � M _ I' 03 \flENGWAL M E 3 3 t -t7 14 R 1 4'-0" 3'-6 1/4" 27 y- TYP L DIMENSIONS/LOCATIONS. CEILING HEIGHTS AND SOFFIT Eff REFERENCE SHEET A209 FOR mTE S P g_2B TYP. JE 1 JE I E TYP. I o J. REFERENCE SHEET A208 FOR SEISMIC CEILING BRACING DETAILS. F CA1.tF O O1 .. LI-4 _ f O R 2 (~ 08 B 1'-0 3/4" 2 6 3/4" 5'-10' 7'-4 1/4' 5'-7 1/4' 4'-3 1/4' 4 1/2" ~- U , {� 1 23 REFLECTED CEILLNG PLAN KEY NOTES R-2B' ® 10 2'-0 1/4" 2'-10 1/4" TYP. �II E M_1 13'-51/2" ZO .. I N R-2B'' R-2B d �' o n 02 Ol WAS REMOVED. MAINTAIN EXISTING ELECTRICAL J BOXABOVE CEILING AND : . - a I CD E REUSE FOR ELECTRICAL CONNECTION w z . . _ ' — E I5 19 Ic N ; M 02 NEW DECORATIVE WALL SCONCE LIGHT FIXTURE. REFERENCE LIGHTING O z 2 R-2 R 21 R-21 08' d E TYP. o R-1 R-1 O FIXTURE SCHEDULE AND ELECTRICAL DRAWINGS Ow J 2bT 2 N ___ - n R- !'Ll 6 LI-6 ' O NEW LIGHT FIXTURE. WHERE INSTALLED IN EXISTING CEILINGS TO REMAIN, OU o l = 4 0 ' - N PATCH,AND REPAIR CEILINGS AS REQUIRED. REFERENCE FIXTURE SCHEDULE R-213' E d \ Q © LI 4 I - AND ELECTRICAL DRAWINGS z 0g TYP .. g_ I n 4-------- ---------------- 4'-3 o LI 4 j _ LI 4 1, � 1 4 6 w 1 .. 02 _� LI 1/4' ' 6'-0 1/2" 7: 3,: !16 X-7 3/4" L TYP. d d P 04 NEW LIGHT FIXTURE IN STAIRWELL. TYPICAL OF 4, EVENLY SPACED ON \ t EM-1 ! \ 23 TY Q .'---- ------------ ---- ---------- - ---------------- ---------- - --- IT-- --------- '. co - — - ANGLED CEILING. REFERENCE LIGHTING FIXTURE SCHEDULE AND ELECTRICAL o? OS 22 5'-6 1/4" T_3" I'_3" 4.6" 6' 6" 1' 2 1/2" 20 E c d w R 2B M I, 5'-9 3/4" `1 DRAWINGS ' - - 0l E I TYP. TYP. _ pX U w R-2B i IREFERENCE SPECIFICATIONS. CENTER SYSTEM IN LI 3 E 5' 3 1/2" 5'-18.3/4" OS NEW CEILING SYSTEM REFER w z 30 OS .R2B I III-3 I —I,_ TYP. ya CI�INGEACHDIRECTION SP i LI-3 LI-3 i — M n '?- TYP. T1P 4 02 i 113 {�. LF3 I E r 1 I E n _E')_ w� 06 STARTING POINT OF CEILING SYSTEM LAYOUT {{!} I i L1_3 LI-3 LI-3 i ` O R-213 R-26 M ��'---- -3 - L43 LI 3-------- --------- LI ----------------- -------------' DL- DL-1 07 EXISTING CEILING ACCESS HATCH TO REMAIN. CLEAN AND PAINT(PT-12) ��yy 3 20 — R 213 n -------- -- ---------- 9 22 0 L �y o I 7'-3 3/4" 8'-4" d U R R 2)3✓ R 2) R-2I3✓ R-2B c0 A 13 26 pg NEW A/C CEILING DIFFUSER/RETURN AIR GRILLE. ADJUST DUCTWORK IF E ZO R-1 lip NECESSARY. REFERENCE MECHANICAL DRAWINGS M 1'-8" 3'-10" l'-8 1/Z" 8'-3 1/2" 2'-1 1/2' 7'-10 3/4" E .N\. E M TYP. N 7'-61/2" R-1 8'-71/4'. c� 7'-81/2" 13 OF4 I X-1 4,_0,. 14,_0,. O 03 0 09 NEW EXHAUST GRILLE. ADJUST DUCTWORK IF NECESSARY. REFERENCE w 8'-5 3 6 R 2 02 H n I TYP. \N, r LI , N o MECHANICAL DRAWINGS U N 12 E R-1 I 7 E, 24 ti M 12 A702 t o 31 \ 15 n _ co 10 REPAIR/REFINISH EXISTING GYP. BD. CEILING/SOFFIT AS REQUIRED AND PAINT. O 00 ^" - g_3 ,,: R-'3 I' , cu c _-- M __J n L--- -- TYP. "' N ih TYR CL, 0. TYP. 08 I `c\v I 03 1 - o _ _ ;-. L-1 DL-1 (PT-12) w TYP U:i -. TYP. v - - - 22 2'-2 1/2' E - NEW MUSIC SPEAKER UNIT. RE-WORK WIRING CONNECTIONS AS REQUIRED u 15 I ' ' - ¢ M 31 Z co ;= � � 6' 9" g' 9 E 4' I1 1/2"I 3' 2 1/4" _ x IEM-1 - fl_ TYP. N I I 11 Nw O 1 2' 10 3/4" C7 R-1 E ,%" \ \ m 12 NEW ART WORK LIGHTS. REFERENCE LIGHTING FIXTURE SCHEDULE AND co A TYP. LL-5 — — — T n a w EM-1 `� R-1 R-1 I _ ELECTRICAL DRAWINGS D Q CTV W 1 RI m \ \ w U -�t d o 13 NEW FULL HEIGHT MILLWORK. REFERENCE INTERIOR ELEVATIONS UO Q O \ \ 06 q 5 4 E 6'-0" 2'-13/4' 14 I E N 4'-6" M N 05 06 N N 0 � I TYP. ��I w U w _ R-1 A 08 SPRINKLER HEAD. REFERENCE FItE PROTECTION DRAWINGS FOR COPE OF I12 �. 7-II ..lL 2 1'-41/4" ORK ED Sq fE d TYP. E = W REQUIRED. LI-5 4' 2 1/2" 23 TYP. z cel \ TYP. E E E E M j 171/2" Z -�--- �� ' I ', 15 .I o I. 8 _ ` c I U-6 y' 15 NEW EMERGENCY LIGHTING FIXTURE. REFERENCE LIGHTING FIXTURE d w U Er I- OZ 5,_9.. _ 4' 6" 4' 6„ 2,_6,-1'-9 1/2" 2 8 3/4" 4-6" I !Y M R-3 22 I N p2 n M SCHEDULE AND ELECTRICAL DRAWINGS y U Q LLI - ------- --------- ^ � - o 'a `\ 16 NEW GYP. BD. CEILING SYSTEM. PAINT PT-12 _ U N I EM-1 R1 I M R1 AZ1 R1 I - - - ( ) m R_1 05 I 1 I rn gI R-1 R-1 R-11,,"" o R-1 0 -c Z W p2 1 c LI-2% f 2 17 NEW LIGHT COVE AT TOP OF WALL. REFERENCE INTERIOR ELEVATIONS AND 17 O DETAIL 11/A702 O N �> v LI-6 LI-6 _ o I LI-6 LI I d N O :o v 3'-4 1/Z" -, L[5 .. --. _ - ,- ' --- --- 13 '" 23 v c — — \LI 2 j 18 NEW CEILING FAN. REFERENCE FIXTURE SCHEDULE w X 3:_7:, 3._7,. 3._Z., I 3,_Z„ E E q 3' 10' 3' 11 1 9 5,_8,. 5 S" 5'-8" 3'-9 3/4" N A702 - - TYP. ZO 3 E_____ E —_ E E I 20 I 3 19 NEW RECESSED PATIO HEATER. MOUNT PER MFR. RECOMMENDATIONS FOR q w -J: E E E E h d 19 DECORATIVE TRIM PARTIALLY COVERING FLANGE. REFERENCE FIXTURE z w 3 6: 8,. 21/2" E 1 �\ 3'-0' 14'-2 3/4" E M \'•. R_1 j b EM 1 20 lf7 — — — — — SCHEDULE z 3'-5 3/4" 3'-6" 3' 6" 3'-6" 3' 6" 3 6" 3' 6 3'-9 1/4" 1' 11" 2 11 , 1' S 3/4" _ I I o0 13 I ¢ R-1 R-1, T R I I N 20 NEW SUSPENDED SOFFIT SYSTEM WITH MAPLE FINISH. STAIN (S-04). REFERENCE d 702 - 1 1 DETAIL 13/A a 08 I i' LI1 1I1 1 Ll- Ll- I1 LI-1 0 1 N 17 I R n TYP. OS I I , LI- 1 - E NEW GYP. BD. HEADER AT 8-6 AFF Z ILI -3 E 3:_7:: E 3'_T' E 3:_2„ I _� \ 18 , n TYP. Li- LI-1 _ 22 CUSTOM LIGHT FIXTURE. REFERENCE FIXTURE SCHEDULE U ----- 2'-5" 2'-5", 2'-5'1 2 3'-4 /2' f'. I E T — --E o = 3'-6" T+0" 14 22 i.. 23 STUCCO CEILING SYSTEM IN EXTERIOR AREAS (STC-Ol).REFERENCE WALL LI-S N TYP. d SECTIONS AND FINISH SCHEDULE. TYP. BL BL BL BL' BL. BL BL : BL' —? 03 m 03 00 I ,I I III N IE M R-1 1 R 1 R- e' EI_ -' 10 ... o .. I ' q FA- 10' 8 1/2" O \ \ N .-,. .-. - ,.y .y I 12 R-1 1 I R-1 —_y_—_—_-- -----� — — — — — o TYP _ _ 24 MAPLE WOOD FINISH AT UNDERSIDE OF BLADE CANOPY. STAIN (5-04). w T ,p ?. 15 of M ETYPREFERENCE WALL SECTIONS d, , I x'.li 1 0 6 0 7'-0' 7:_0: � n ii -- --- � -- - --- - d, N, d \ I' 05 I EM-1 ci _ ---- -- -r- I� �r� E -. `E . i M o R'3 22 I U, o I °' 25 FIXTURE TYPE 'EN TO BE MOUNTED IN CEILING OF VESTIBULE TOWER, ABOVE x IJ-5' I IL N BL o R 1 n BLADE CANOPY 15 y. EM 1 M r 1'-I1' 2P-11'p . 1'-5 3/4" z I E E E E a N I 21 13 FIXTURE TYPE"DL-1"TO BE MOUNTED IN BOTTOM OF BLADE CANOPY 4' 6" 10. E E E \_ U q E' E. 2O7 NEW MECHOSHADE INSTALLED RECESSED INTO HEADER. REF. DETAIL 18/A702 @ e\ g'.3" 5'.1..1/2,. 1'-7 3/4 3, 1, 2'-6 1/2', . X-6 1/4" E 2Y o 1'-9 3/4" TYP. I M 14 19 28 24"x24"SUSPENDED CEILING SYSTEM (CG-Ol). REF A801 &A803 FOR INFO. Pw L - C, - � w OR-1 1 LI-5 R_1 E E E E ` E., E E E A702 q I 26" 20 40 A-1 I I E N 04 29 NEW GYPSUM BOARD HEADER AT SAME HEIGHT AS PREVIOUSLY REMOVED d , 06 :4 1/2., 3'-1' 1/2 3'-0 3' 0 3 0'. rn g o E I : 23 HEADER. REF Ol/A705 ti 1 10' 22 w. c M 10 N 2'-7 3/4" TYP. C9 D . BOARD CEILING SYSTEM TO REMAIN. CLEAN, REPAIR AND 07 7'_1" g-3 14 03 16 M o O PAINNTN(PT-G10) Ij M 30 e - R-3 00 % 12 10 EX q 1/2" 1 8 3/4° TPP• /�P 5 3 6" TYP. A702 -1 31 DINING PENDANTS TO BE MOUNTED WITH BOTTOM OF FIXTURE AT 9'-8"A.F.F. E Y e ` exlr 0 03 CONTRACTOR TO COORDINATE PENDANT LENGTHS WITH FSG. (CONTACT: W M - - BBI@FSGLCOM) TY �. w 12 12 41-9 I/Z" I I 7, g 2'-7 3/4.. O cn TYP. 16 / /\J KEY w -------------------- -- -o = — —� -- �_ 07 \ i 12 1,-4„ 1 8, E. . E OU I I 0 8" 06 M o 03 E 19 q h N EXISTING-NO WORK IN THIS AREA a .�. O R-3 R-1 R-1 EM i 1m $ a I 12 I 18 = 1 5'-6 1/4" 3'-10 1/4"' 2'-11 3/4" � I --" X 1 TYP. .'� . ^\ M 5' 5 TYP. In � p 48 X96 TECHSTYLE E CEILING SYSTEM co t )-, ce _ 15 exlr I 1.0 ' -. M MFR:HUNTER DOUGLAS d R-3 OS N M I R-3 COLOR:WHITE d 12 --�--�-- -- - TRIM: 9/16" 'L'CHANNEL z TYP. 15 10 %. E E O 2'-1 1/2" 1'-l0" I I Fn - OR GYPSUM BOARD CEILING ( OR EXISTING) � 12 - E I V I IITERIor G G NEW 6'-2 1/4" 3'-2 1/4" 3'-7 3/4" I 1 M EXTERIOR STUCCO SOFFIT O REF. PLAN NOTES a o _3 Io 2 R 1 R 1 R-31 SEP - L- (PERIMETER 18 17 COVE LIGHT @ 6 10 1/2". / I v_ \� - R 3 PRIVATE DINING #1) `� I �� \^ M I q ISSUED I REVISED DATE TYP. co � - 1. TYP. -- - --- ----- - - --- — -05 m A I - -- - - - - - w O i, I' NEW COVERED PATIO TO HAVE FIRE SPRINKLERS M I 19 INSTALLED. REF. FIRE SPRINKLER DRAWINGS. O N TYP. --------------- _ C •-- O - O 1 ¢ � R 3 E ' 18 :L I \. TYP. TYP. THIS 1'-4 /4' ROOM cAV­ -I .' T- — R 3 / E E N DPM: DRAWN BY: -' Al -� 1s o 0 M STORE No: CHECKED BY: 3'-51/2' 4-11" 2'-8 5' 4'-- -, P_2" I'-81/4" d 1501 BB N w ISSUE DATE: E R 3 R 3'. . E. M Q 12/07/2016 0 os 1z a SHEET NUMBER EX1 REFLECTED CEILING PLAN - FIRST FLOOR M TYP. 3-6" 3'-21/2 Ncn ExIT - -- - - - -I - - - - - 3 A207 I L SCALE:1/4"=1'-0" �C qREFLECTED IN w PLAN - FIRST FLOOR S1 L FIXTURE SCHEDULE x KEY REFLECTED CEILING PLAN GENERAL NOTES ° A. BARRICADES AND/OR SCAFFOLDING CANNOT BE REMOVED UNTIL LANDLORD'S TENANT SYMBOL ITEM LOCATION DESCRIPTION MANUFACTURER LAMP CODE VOLTS WATTAGE MODEL NUMBER SUPPLIED BY >� COORDINATOR HAS PROVIDED WRITTEN APPROVAL THAT STOREFRONT MODIFICATION 9 EXISTING-NO WORK IN THIS AREA WORK 1S COMPLETE AND THE WORK IS ACCEPTED AND APPROVED AND THE TENANT 15 BL RECESSED INTO BAR MINI LED GIMBAL LOW VOLTAGE JUNO 12/120 5W FIXTURE: MG1 LG2-30K-FL-WH CONTRACTOR U PREPARED TO OPEN FOR BUSINESS. CEILING 3000K INTEGRAL LED TRANSFORMER: TL576-60-BL CONTACT FSG bbi@fsgi.com N 48"X96"TECHSTYLE E CEILING V)DL-1 ENTRY CANOPY 2" LED RECESSED ADJUSTABLE JUNO 120 15W CONTRACTOR ING SYSTEM B. INSULATION TO UNDERSIDE OF THE ROOF STRUCTURE is REQUIRED FOR ALL DEMISING RECESSED LIGHTING 1000 LUMENS SELF-FLANGED: 20088-SF CONTACT FSG bbi@fsgi.com U MFR: HUNTER DOUGLAS WALLS. REQUIRED INSULATION SHALL BE INSTALLED BY GENERAL CONTRACTOR. BLACK SPECULAR CONE COLOR: WHITE FIXTURE: L6-083OU-G3 TRIM: 9/16"'L' CHANNEL C. ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY AREA MUST BE E GENERAL FOH 6" INDY L6 LED DOWNLIGHT, 800 JUNO 120 8W CONTRACTOR Q LIGHTING LUMENS W/WHITE BAFFLE TRIM REFLECTOR: S: HB-52 CONTACT FSG bbi@fsgi.com INSTALLED IN A MANNER THAT IS CONCEALED FROM PUBLIC VIEW. ALL SECURITY DEVICES ACCESSORIES: HB-52 q GYPSUM BOARD CEILING AND SYSTEMS SHALL BE INTEGRATED WITHIN THE STOREFRONT DESIGN AND FINISHES. RECESSED ti NEW OR EXISTING-REF. PLAN NOTES FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. ® EM-1 CONCEALED RECESSED EMERGENCY LIGHT, CONCEALITE 120 75W F5-35-90-FMS CONTRACTOR w EMERGENCY LIGHT WHITE FINISH CONTACT FSG bbi@fsgi.com D. ANY HARD LID CEILINGS AND SOFFITS CANNOT CONNECT TO THE STOREFRONT BELOW THE w DAMP LOCATION SURFACE MOUNTED O EMERGENCY LIGHT, WHITE cn STOREFRONT FRAMING SYSTEM. /) (\ EM-2 BEST LIGHTING 120 15W RMR-16 CONTRACTOR 25- BUG EYE E. ANY NON-ILLUMINATED AND/OR ILLUMINATED SIGNAGE CANNOT BE PLACED AT THE EMERGENCY LIGHT FINISH CONTACT FSG bbi@fsgi.com INSIDE OF THE STOREFRONT SYSTEM WITHIN THE PREMISE. SIGNAGE MUST BE INSTALLED AT CEILING OF 4" LED PINHOLE DOWNLIGHT, �w EN VESTIBULE TOWER TRIM TO BE INSTALLED AFTER JUNO LED INTEGRAL 3000K 120 45W L6-40271-G3/L60OP-WT-S/HB-TL CONTRACTOR LEAST T-0"OFF THE INSIDE OF THE STOREFRONT SYSTEM. CONTACT FSG bbi@fsgi.cam CEILING HAS BEEN PAINTED C F. BUG-EYE TYPE EMERGENCY LIGHTING OR COMBO TYPE EXIT LIGHT FIXTURES ARE NOTRECESSED OR EXIT EX-1 SURFACE MOUNTED RECESSED EDGE LIT INTEGRAL ENCORE 120 1.9W X-RC-1-C-U CONTRACTOR Q ALLOWED IN AREAS THAT ARE NIBBLE TO THE PUBLIC.TENANT IMPROVEMENT PLANS AND LED EXIT SIGN, CLEAR FINISH CONTACT FSG bbi@fsgi.com FINAL CONSTRUCTION MUST INSTALL A RECESSED OR SURFACE MOUNTED CLEAR ACRYLIC EDGE LIT EXIT LIGHT BLADE EXIT SIGN AT THE STOREFRONT ENTRY. F S DA L-----D FL-1 LINEAR LED UPLIGHT WINLINE SURFACE LINEAR LED WINONA LED NICHIA 757 WHITE LED 120 3.2W/L.F. WSL207W-LLP-MSL4-200ADJ-30DEG CONTRACTOR U ARn. UPLIGHT FOR WET LOCATIONS -LLP4A-27K-NAA CONTACT FSG bbi@fsgi.com w y/� G. ALL LIGHT FIXTURES ARE PROVIDED &INSTALLED BY GENERAL CONTRACTOR UNLESS �� OTHERWISE NOTED. CABLE LIGHTING, DUAL OUTPUT FIXTURE: MCWD-30-2500K 04 �� BRADY _-_____--____ FL-2 PATIO SCREEN WALL TOKISTAR 120 2W/L.F. CONTRACTOR p LED, FOR WET LOCATIONS. DRIVER: LDR8-80 UNDER CAP LIGHTING CONTACT FSG bbi@fsgi.com H. REFERENCE SHEET A208 FOR FIXTURE SCHEDULE. 11MM/15MM MOUNTING CLAMP DIMMER: LC-ICH-MULTI w HO LED TAPE LIGHT,ANGLED TLT12V222K12/TLTP12V2HW60/ CA 77 L REFERENCE SHEET A209 FOR CEILING HEIGHTS AND SOFFIT DIMENSIONS/LOCATIONS. _____________ L LIGHT COVE, PDR#1 CHANNEL, ENDCAP,AND CONTECH LED INTEGRAL, 2200K 120 1.8W/L.F. TLCIP12HW/TLACS6/TLACS4/ CONTRACTOR O ,3 3 t -k7 1 ` MOUNTING ACCESSORIES TLALC6/TLCM2fTLPDIM10VfTLPRPT CONTACT FSG bbi@fsgi.com tS1�j� qENCWAL __� REFLECTED CEILING PLAN KEY NOTES LDW DRAPERY TRACK, STD OUTPUT LED TAPE LIGHT, CONTECH LED INTEGRAL, 2200K 120 1.2W/L.F. TLT12V122K12/TLTP12V1HW60/ CONTRACTOR w YC\ m� PDR#2 STD. CHANNEL, ENDCAP,AND TLCIP12HW/TLACS6/TLACS4/ CONTACT FSG bbi@fsgi.com O QF C,AL�F °1 INSTALL MAINTAIN EXISTING NEW EIGHT ELECTRICAL BOXRE IN SAME OABOV CEILING AND REUSE FOR OR ELECTRICCATION WHERE EXISTING FIXTURE WAS MAL REMOVED. MOUNTING ACCESSORIES TLALC6/TLCM2/TLPDIM10V/TLPRPT 0 CONNECTION LI-1 BAR PENDANT CUSTOM 1 LIGHT PENDANT, HINKLEY'S CUSTOM (1)TCP 120 4W CH871 CONTRACTOR U LIGHT ANTIQUE BRONZE FINISH LIGHTING LED4E12B1124KF CONTACT FSG bbi@fsgi.com I I 02 NEW DECORATIVE WALL SCONCE LIGHT FIXTURE. REFERENCE LIGHTING FIXTURE SCHEDULE CUSTOM PENDANT, CURVED AND ELECTRICAL DRAWINGS LI-2 DINING PENDANT HINKLEY'S CUSTOM (16) MAXLITE 120 176W USHAPEDOVAL180 CONTRACTOR Z _ WOOD/PLEATED SHADE FINISH (16)GU24 BULBLIGHTING 11A19GUDLED27/G4 CONTACT FSG bbi@fsgi.com Cu I _ _ S, 12W MAX/BULB 03 NEW LIGHT FIXTURE. REFERENCE LIGHTING FIXTURE SCHEDULE AND ELECTRICAL DRAWINGS w z a LI-3 KITCHEN PENDANT CUSTOM PENDANT, 1 LIGHT HINKLEY S CUSTOM (1)SATCO S9224 120 3W CH872 CONTRACTOR i0 I pq NEW LIGHT FIXTURE IN STAIRWELL.TYPICAL OF 4, EVENLY SPACED ON ANGLED CEILING. PAINTED BURNISHED FINISH LIGHTING CONTACT FSG bbi@fsgi.camx w 'z REFERENCE LIGHTING FIXTURE SCHEDULE AND ELECTRICAL DRAWINGS O o CUSTOM LIGHT SHELF o ---------> LI-4 KITCHEN LIGHT HINKLEY'S CUSTOM INTEGRATED LED, 120 23W CH918 CONTRACTOR z ® 2700K INTEGRAL LED O 05 NEW CEILING SYSTEM. REFERENCE SPECIFICATIONS °__— SHELF LIGHTING 2700K CONTACT FSG bbi@fsgi.com O - I O 23.04 MAX. WATTS Q V F 06 STARTING POINT OF CEILING SYSTEM LAYOUT LI-5 CUSTOM CUSTOM 6 LIGHT CHANDELIER, HINKLEY S CUSTOM (6)TCP 120 24W CH870 CONTRACTOR Q +0- v CHANDELIER PTD.ANTIQUE BRONZE FINISH LIGHTING LED4E12B1124KF CONTACT FSG bbi@fsgi.com z a I I I 07 IF REQUIRED, INSTALL NEW COLUMN WRAP AS TIGHT AS POSSIBLE TO EXISTING Q O COLUMN/PIPING. MATCH ADJACENT WALL FINISHES.REFER TO DETAIL 1/AD102 LI-6 CUSTOM SCONCE CUSTOM SCONCE, PTD. LIGHT HINKLEY S CUSTOM (1)ARCHIPELAGO 120 3.5W SC421 CONTRACTOR Q Q z I I I NEW A/C CEILING DIFFUSER/RETURN AIR.GRILLE. ADJUST DUCTWORK IF NECESSARY. ANTIQUE BRONZE FINISH LIGHTING LVTS-TB1030022K1 CONTACT FSG bbi@fsgi.com a U °S REFERENCE MECHANICAL DRAWINGS CUSTOM PENDANT, OVAL z LI-7 CUSTOM HINKLEYS CUSTOM (8) MAXLITE 120 88W USHAPEDOVAL60 CONTRACTOR w ` CHANDELIER WOOD/PLEATED SHADE FINISH, LIGHTING 11A19GUDLED27/G4 CONTACT FSG bbi@fsgi.com O NEW EXHAUST GRILLE. ADJUST DUCTWORK I NECESSARY. REFERENCE MECHANICAL - 60" DIA, (8)GU24 12W BULBS I 0- M I 09 4 DRAWINGS R-1 TABLE LIGHTING 4" IC 600 LUMEN LED RECESSED JUNO 120 10.2W FIXTURE: lClALEDG-46-1 CONTRACTOR NEW 5/8"GYP.BD. AT EXISTING SOFFIT TO REMAIN. PAINT(PT-12) ADJUSTABLE TRIM:440LEDG4-27K-6-WH CONTACT FSG bbi@fsgi:com 08 4" LED BAFFLE DOWNLIGHT. U 11 NEW MUSIC SPEAKER UNIT. RE-WORK WIRING CONNECTIONS AS REQUIRED R-2B RESTROOM TRIM TO BE INSTALLED AFTER JUNO LED INTEGRAL, 3000K 120 15W FIXTURE: IC91 LEDG4-3K-1 CONTRACTOR x DOWNLIGHT TRIM: 14W-WH CONTACT FSG bbi@fsgi.com o CEILING HAS BEEN PAINTED 14 D NEW ART WORK LIGHTS. REFERENCE LIGHTING FIXTURE SCHEDULE AND ELECTRICAL 4" IC 900 LUMEN LED 0 DRAWINGS R-3 WALL WASH JUNO 120 15W FIXTURE: IC91LEDG4-27K-1 CONTRACTOR 0 DOWNLIGHT, W/WALL WASH 41 H 2'-5" ARTWORK LIGHTING TRIMS TRIM: 39W-WH CONTACT FSG bbi@fsgi.com U I w 1 13 NEW FULL HEIGHT MILLWORK. REFERENCE INTERIOR ELEVATIONS w ISO HENSLEY LED HENSLEY A 9LED38 30K 12 NFL SL-1 GROUND RECESSED ACUITY 120 12W CONTRACTOR O 12V LED38 WSL IHL BRT ME I-AM LOAE E E 14 SPRINKLER HEAD. REFERENCE FIRE PROTECTION DRAWINGS FOR SCOPE OF WORK LED UPLIGHT CONTACT FSG bbi@fsgi.com p 1 Ism ED14 I O REQUIRED SEALED INGRADE LUMINAIRE USE WITH REMOTE TRANSFORMER w ASPEN A 3LED16 30K 12 FL FLC BRT w 08 /x- SL-2 LANDSCAPE ASPEN LED ACUITY 120 5.8W CONTRACTOR O NEW EMERGENCY LIGHTING FIXTURE. REFERENCE LIGHTING FIXTURE SCHEDULE AND ACCESSORIES: STK, IHL, C3 15 UPLIGHTS WINSCAPE 12V LED16 USE WITH REMOTE TRANSFORMER CONTACT FSG bbi@fsgi.com C7 19 I I ELECTRICAL DRAWINGS L.I_ co INSRECESSED PATIO WD SERIES RECESSED PATIO INFRATECH INFRATECH 277 4000W WD4027 CONTRACTOR a CV J lg EXISTING GYP.BD. CEILING SYSTEM TO REMAIN. INFILL HOLES AT REMOVED LIGHT Ed HEATER HEATER U Ed I I LOCATIONS, CLEAN, REPAIR,AND PAINT(PT-10). MODIFY AS REQUIRED BY RELOCATION OF U O OS EXISTING WCL' ``�� PATIO CEILING FAN BLACK EXTERIOR HAIKU L BIG ASS SOLUTIONS 120 FAN: L3127-X5-PB-00-00-E CONTRACTOR LLI U w o 11111M �cY I SERIES FAN WITH MODULE: 006352 O of �n 17 EXISTING VINYL-FACED LAY-IN CELING SYSTEM TO REMAIN llll w LO 0-10 V MODULE Ca z = � N 18 EXISTING GYP. BD. CEILING IN STAIRWELL TO REMAIN. CLEAN, REPAIR AS REQUIRED BY d w U 0 o rl- LIGHTING MODIFICATIONS, AND PAINT(PT-12) FIXTURE SCHEDULE NOTES: w (, Q W 4t I I 1. PROVIDE MANUFACTURER INSTALLED MAXIMUM WATTAGE LABEL PER 2013 BUILDING ENERGY EFFICIENCY STANDARDS SECTION 130.0(C)1. LABEL SHALL MATCH N 14 19 24"x24"SUSPENDED CEILING SYSTEM (CS-03), REF A801 &A803 FOR INFO. WATTAGE INDICATED IN THIS SCHEDULE. per„ ~ ED Z U 2. REFERENCE REFLECTED CEILING PLANS,SHEETS A207&A208,AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING INTERIOR LIGHTING �i I I LOCATIONS AND CIRCUITING. O _ 3 3. REFERENCE SHEETS A101,A201,A207&A210,AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING EXTERIOR LIGHTING. O Q E 4. REFERENCE SHEETS A214&A215 FOR DIMMING CIRCUITS; REFERENCE ELECTRICAL DRAWINGS FOR DIMMING PANELS/CONTROLS, ETC. - - —- — - — - — - — - — - c O W W H- z w 0>- x rAqi Q z > W 3/8"0 X 31/2"WENT EYEBOLT w LIGHT FIXTURE Io z EQ EQ (3)TURNS MIN. #12 GA.WIRE;3"MAX AWAY FROM CORNER Q E 12 13 OF FIXTURE,TYP ROOF STRUCTURE/DECK TYP. z M I 14 16 GA.METAL TRACK;ANCHOR U 1 TO STRUCTURE WITH 1/4"0 i\ EYE LAG BOLT@ 4'-0"OC O NOTE: � INSTALL CEILING WIRES 1 112"CHANNEL AT 12'-0' PER LOCAL CODE FOR w OC EACH DIRECTION FOR SPEAKERS, SUBWOOFERS, I 10 I LATERAL BRACE AND LIGHT FIXTURES E 7._g., g, x t' 17 ATTACH FIXTURE HOUSING TO 10 GA.HANGER WIRE � E \�� CEILING SYSTEM WITH SELF 0 TAPPING METAL SCREWS ONE 4 WAY,45°12 GA.WIRE 15 - TYP. AT EACH CORNER BRACING AT EACH LATERAL Q I R OS BRACING CHANNEL u TYP. EM, U R-1 NOTE: (2)#10 SELF TAPPING SCREWS R-3 LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CBC PLI R-1 R-1 REQUIREMENTS WHERE LOADS ARE LESS THAN 5#PER FOOT AND NOT Ca 4b Lu q I 1 1/2"HEAVY DUTY CARRYING CHANNEL d SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY AT 4'-0' FOUR#12 GA.WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED � 14 90° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS 1 R_3 03 - I TYP. I SHALL BE IN BOTH DIRECTIONS.WITH THE FIRST POINT WITHIN 4'-0" FROM EACH Ilk n WALL.ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL 12 E gyp' E BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL 2 ADDITIONAL WIRES AT 5/8"TYPE'X'GYP BD OVER 7/8" OR 2B' R 2 OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND METAL FURRING AT 24"OC Ga Y TYP. I / O5 00 E 1 13 09 R 21 O9 ATTACHMENT OF CEILING REGISTERS WITH SAME. PENDANT HUNG FIXTURES l TYP. m `l SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH#9 GA.WIRE #8 SELF TAPPING SCREWS TO W 16 Ol 2 OR APPROVED ALTERNATE WITHOUT USING CEILING SYSTEM FOR DIRECT PREVENT SLIPPAGE OF WIRE TIES �- o _ R-2 ? : _ _ _ _ _ _ _ _ SUPPORT. (CALIFORNIA LOCATIONS ONLY) O U) M - - - - - - - - I- -- - - - c - R-2B R12B R-1 R-1 ft_1 - I R-1'' Ol 16 ` SECTION A w R3 D '� 05 BE 0 28 01 D3 I'-p" 1'-°' p3 R-Z' LIGHT FIXTURE INSTALLATION GYPSUM BOARD CEILING o TYP. Ol ¢ a 2 R1_ ... r 1'-10" 14 03 1' 2,_4,. 1 -6- n 14 w E— to E M SCALE:Y=1'-0" SCALE:3"=1'-0" TYP. E TYP. E _ TYP. O R-1' L BE R-3 B — I��I Q o�. 16 2, °,� 1'-7 1/4-1 \ / Q 3'-9 1/4" 2'-6 3/4" EQ. EQ. OI R I1 0 ' I I R-2 08 0318 12 GA.VERTICAL HANGER WIRE ALTERNATE OPTION NOTES: d R 2 1. SUSPENDED CEILING SYSTEMS SHALL BE DIRECT HUNG, RATED FOR Z 08 R-1 R-1 R-1 BE I R-2B ACOUSTICAL STABILIZER p 03 HEAVY DUTY. THE SYSTEM SHALL BE IN ACCORDANCE WITH ASTM 15 EM-1 R 2B g 2B N T-2 3/4 314"MIN BAR � o E 2B NOTE: CEILING TILE ' 03 \ C635, ASTM C636, AND ASCE 7-10, SECTION 13.5.6.2.2 R- 10 _ LIGHT FIXTURES SHALL BE INSTALLED 2. ALL WIRE BRACING TO BE ATTACHED TO SUSPENSION MEMBER WITH 8'-11- /4" 3'-0 15 pg n N FACE OF PARTITION O TIP a 15 1 USING EARTHQUAKE CLIPS. A MINIMUM OF 3 TURNS. a n - 3. ALL WIRES TO BE SECURED TO THE STRUCTURE ABOVE. S. I,y I = EQU EQUAL ENL-1, 1'-6" '- " T-0" T-0" 2'-1 3/4" V-0 1/4" pg I #12 WIRE WALL ANGLE 8 MAX 5. GRID CONNECTION OTO PERIMETER ATTACHEDCAL HANGER EON TWO ADJACENT 4'-9 1/4" pg o R-3 12 R-3 14 / 4-WAY DIAG.12 GA.SPLAY w N TYP. TYP. TYP. FACE OF WALL WIRE BRACING-START IN 3l4"MIN WALLS. q ISSUED / REVISED DATE E E E o7 E 05 E EM-1 E ONE CORNER OF ROOM 4'A" 6. PERIMETER TEE ENDS TIED TOGETHER. w I o 1 3/4" CY I MAIN OR CROSS 7. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 TIP w RUNNER MAX.FROM EACH WALL SQUARE FEET. &THEN 12'-0"IN EACH O 3 TURNS IN 1"MAX WALL 8. PROVIDE VERTICAL STRUT 12'-0"O.C. EACH WAY WHERE CEILINGS DIRECTION 2'-8" T-6" I STRUT BAR 112"CLEAR ANGLE EXCEED 1,000 S.F. IN AREA START 6'-0"FROM WALL. 12 GA.VERTICAL 7/8"MIN SEISMIC CLIPS ACM7, 9. PROVIDE 1"WIDE (MIN.)SEISMIC SEPARATION JOINT WHERE CEILING 0. 04 SELF-TAPPING ( AREAS EXCEED 2,500 S.F. IN AREA. O �} 18 SCREWS AT EACH HANGER WIRE BERC2,OR EQUAL) 10. LIGHT FIXTURE (ALL TYPES) MECHANICALLY ATTACHED TO GRID PER p, I E g 1 I E E (� P' 1 STUD AT 48"O.C. IS NEC 410-16 (TWO PER FIXTURE UNLESS INDEPENDENTLY w o E SUPPORTED). O HEAVY DUTY MAIN RUNNER NOTE: 11. PENDANT-HUNG FIXTURES DIRECTLY SUPPORTED FROM STRUCTURE 06 LI 1 AT 48"O.C. ALL COMPONENTS USED WITH 9 GA.WIRE (OR APPROVED ALTERNATIVE). Q e r SHALL BE FROM THE SAME 12. LIGHT FIXTURES: 10LBS. OR LESS SUPPORTED BY ONE WIRE TO w 03; VERTICAL STRUT MANUFACTURER OF THE STRUCTURE ABOVE(MAY BE SLACK)- 10 TO 56 LBS SUPPORTED BY DPM: DRAWN BY: I o E ' I Typ I 6d RING SHANK NAIL TO COMPLY WITH APPROVED SYSTEM. TWO WIRES AT OPPOSITE CORNERS TO STRUCTURE ABOVE(MAY BE z ACOUSTIC TILE 2" 45° O JH CB 1/8"POP RIVET AT ALL CISCA STANDARDS TYP SLACK)-56 LBS AND OVER SUPPORTED DIRECTLY TO STRUCTURE rr CEILING MEMBERS ATTACH MI ABOVE BY 4 WIRES OR APPROVED ALTERNATIVE. d STORE No: CHECKED BY: I I ONE END 13. AIR TERMINALS: 20 LBS OR LESS TO BE POSITIVELY ATTACHED TO U 1501 BB 6'-4 1/2" p5 s GRID. -20 LBS TO 56 LBS TO BE POSITIVELY ATTACHED TO GRID AND TYp PERIMETER ANGLE / TWO WIRES TO STRUCTURE ABOVE (MAY BE SLACK)-56 LBS OR a ISSUE DATE: I I OVER TO BE SUPPORTED DIRECTLY TO STRUCTURE ABOVE BY 4 N 12/07/2016 I I INSTALL SEISMIC WIRES OR APPROVED ALTERNATIVE. j LOCKING CLIP TO 14. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE TO BE a SHEET NUMBER REFLECTED CEILING PLAN — BASEMENT OA STARTER WALL OB STARTER WALL FASTEN CROSS — 0 RUNNER TO MAIN MIN. 2" DIA. OR A SWING JOINT. SCALE:1/4"=1'-0" � SEISMIC BRACING FOR ACT AT WALL RUNNER SEISMIC BRACING FOR ACOUSTICAL TILE CEILING Q A20$ Q REFLECTED CEILING w SCALE:3"=1'-0" SCALE:3"=1'-0" PLAN - BASEMENT S� L x W a. 13'-7 1/2" y V) H 13'-8 1/2" 13'-9 1/2" 0.' Q W ti w O Q a O t W aSED ARch'i 0 BRADY W a R G x w C- 77 -3 t -t7 FIENCWAL mTE JEXISTING GYPSUM BOARD K m - CEILING TO REMAIN 'Z rf MW U a az (CG-01)CEILING I NEW(CG-01)CEILING u W Z a O T-10 3/4" 5'-10 1/4" I cq W NEW GYPSUM O J O BOARD HEADER NEW GYPSUM 7'-9"A.F.F. BOARD CEILING O 70: V a Q } N Q S 3UV Q O 3 pQ Q z NEW STUCCO CEILING (.z7 Lw `v � 10'-8"A.F.F. a U w •4 z { MALIGN WTf1I WALL CORNER zp .n n c I TMG GYPSUM BO N kr NEW(CS-01)CEILING " CEILING TO REMAIN EXISTING GYPS - - I - a S'4r 11'8"A.P.F. 8'-7 1/4" CEILING TO REMAIN 6-2 3/4" NEW GYPSUM BOARD CEILING ",w bio, > `� o, - - _ —_ — —_ o - -_— - - - - - - - - - - � U GYPSN CEILING TOUM BO y. NEW WOOD SOFFIT � �+ ty 0 W w a I > I M R7 EXISTING GYPSUM BOARD NEW(CS-01)CEILING o CEILING TO REMAIN N I �' r 11'6"A.F.F. n I R5'-11 1/2" (� _. AIL ORH h 31/2" J M N W RN N N _4 NEW WOO SOFFIT b_ U Q BOARD CPELINSUMG h 10-4 A. .F. b I RBq•-r p. O Q 9'-0°A.F.F. C' R f04 W U W I 2'-91/2" 40'-g lip,. NEW O If') w .. l() STUCCO CEILING 9'-6" 37'-8" I 6'-2 3/4" 6'_7" (ABODE CANOPY) ,z o. NEW GYPSUM BOARD SOFFIT 20'A.F.F. NEW 13A0"OPF.F.EQING Q W U O d, I ( NEW(CS-01)CEILING W U W 10'-8"A.F.F. I I - < � MWM Z � p W U 3'0.. 3'-0" I0.S O 0 ll'-103/4"' � e cn 13'-9 3/4" a O W NEW(CS-01)CEILING1'-2 3/4" Q 7 W A L 11'-6"A.F.F. I NEW(C CEILING I e W W I � w � z - - - - -- - - - — - -- -- -- -- -- -- -- -- - - - - - - - - - - - - - - - - 2 _ a I I U 2�o I Rzcp. o e I w NEW WOOD SOFFIT io n �n W NEW GYPSUM Q BOARD HEADER I d, 8'-6"A.F.F. EXISTING GYPSUM BOARD T-0" 3'-0" CEILING TO REMAIN y o Z ALIGN WITH WALL CORNER NEW STUCCO CEILING ° I Q NEW(CS-01)CEILING ��++ 5'2" U Pr I I NEW(CS-01)CERINQ NEW GYPSUM 11'-8"A.F.F. Z 4brUr^j BOARD CEILING EXISTING GYPSUM BOARD I EXISTING GYPSUM BOAR EXISTING GYPSUM B04D Q V/ CEILING TO REMAIN I CEILING TO REMAIN CEILING TO R y D 9' O T Q 1 I 1 09 Y 8'-B o NEW GYPSUM BOARD SOFFIT Q�W 10'-6..A.P.P. 0 W LW I I � C VJ r^ ! 0 cWc TING GYPSUM BOAJ D I Q ^ CEILING TO REMAIN NEW(CS-01)CEILING I I Q' .1 I I O m w O NEW STUCCO CEILING p" W q ISSUED / REVISED DATE w w O aw. O x P4 w w x z DPM: DRAWN BY: ° JH CB vSTORE No: CHECKED BY: 1501 BB a ISSUE DATE: N 12/07/2016 Q a SHEET NUMBER - 01 CEILING DIMENSION PLAN - FIRST FLOOR 3 A209 SCALE:3/16"=1'-0" Q W CEILING DIMENSION PLAN - FIRST FLOOR L1 ROOF PLAN GENERAL NOTES o a O O A. PRIOR TO FINAL COMPLETION, GENERAL CONTRACTOR SHALL CLEAN >+ ALL ROOF SURFACE (EXISTING AND NEW) AS REQUIRED TO REMOVE U EXCESS CONSTRUCTION MATERIAL AND DEBRIS 04 03 B. SOME EXTERIOR DIMMING CIRCUITING INFORMATION IS SHOWN ON THIS SHEET.REFERENCE SHEET A207, A208, A214, A215, AND 07 ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELATED TO TYP 6" DIMMING SYSTEMS AND CONTROLS C. ALL DIMMING SYSTEM WIRING IS TO BE INSTALLED BY THE ELECTRICAL q CONTRACTOR. 07 w 11 � 04 ❑ 08 TYP GENERAL CONTRACTOR NOTE(S) O 07 A. LANDLORD WILL REPLACE EXISTING ROOF SYSTEM IN CONJUNCTION Q O � I 10 WITH THIS PROJECT. COORDINATE SCOPE OF LL'S WORK WITH O 02 17 LANDLORD'S TENANT COORDINATOR AND ROOFING CONTRACTOR. 0 � i 031 B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ASCERTAIN d T 0 YP EXISTING ROOF 11 ROOFTOP EQUIPMENT WHICH IS NO LONGER IN USE, OR WHICH WILL SLOPE BE MADE OBSOLETE BY THE REMODEL SCOPE OF WORK, AND El REMOVE PRIOR TO ROOF REPLACEMENT. COORDINATE SCHEDULE U 5E0 ASC /T M ,SLOPE 1/4" PER WITH LANDLORD'S ROOFING CONTRACTOR AND PROVIDE ��' � • `� BRADY W O FOOT MIN TEMPORARY WEATHER PROOFING AS REQUIRED. REFERENCE 0 04 GENERAL NOTE M,THIS SHEET. 0. RIG O w 4 17 r i V31 77 �F p 10 1 1 151t - 5t -(7 N p ROOF PLAN KEY NOTES Q Nye\RENCwAL 09 12 O Ofi CA �F� 01 EXISTING ROOF HATCH TO REMAIN. SAND, PRIME, AND REPAINT TO z TYP MATCH EXISTING. O DH-38 02 EXISTING ROOF TOP EQUIPMENT TO REMAIN IF STILL IN USE. MODIFICATIONS TO EXISTING EQUIPMENT ARE NOT ANTICIPATED IN SCOPE z N OF WORK. GC TO VERIFY THERE ARE NO CONFLICTS BETWEEN EXISTING O EQUIPMENT AND NEW WORK. SEE GENERAL CONTRACTOR NOTES. U wZ 03 EXISTING ROOF DRAIN TO REMAIN. CLEAN STRAINERS OF DEBRIS AS O . EXISTING ROOF 6" REQUIRED. C w SLOPE O a 11 11 04 EXISTING OVERFLOW ROOF DRAIN TO REMAIN. CLEAN STRAINERS OF � F DEBRIS AS REQUIRED. z U TYP 15 q U) 05 EXISTING ROOFING SYSTEM TO REMAIN. ROOFING CONTRACTOR TO ¢ 0 � VERIFY TYPE OF EXISTING SYSTEM AND MATCH IN NEW CONSTRUCTION. a) 2 a Q O O_O OS SLOPE 1/4" PER 06 EXISTING CMU SCREEN WALL AT UTILITY YARD (BELOW). Q Q F TYP 04 Yp FOOT MIN i 07 NEW METAL PARAPET CAP ON NEW GLASS-FIBER REINFORCED PLASTIC al' O U w 02 CORNICE. REFERENCE SHEET A301. z TYP 14 10 08 EXISTING METAL PARAPET CAP TO REMAIN. CLEAN AND PAINT. M REFERENCE SHEET A301. i 03 b9 NEW METAL PARAPET CAP TO MATCH PROFILE OF EXISTING ADJACENT TO x REMAIN. REFERENCE SHEET A301. U 13 ii 10 NEW SINGLE-PLY ROOFING SYSTEM TO MATCH EXISTING IN TYPE, FINISH, 07 i AND COLOR 0 O ii 16 F - 11 INSTALL TAPERED POLYISO INSULATION AS REQUIRED TO PROVIDE POSITIVE U a SLOPE TO ROOF DRAINS OR SCUPPERS (EXISTING OR NEW. 01 O 12 TIE NEW ROOF INTO EXISTING IN ACCORDANCE WITH MANUFACTURER'S a PUBLISHED DIRECTIONS. PATCH BACK EXISTING ROOF AS REQUIRED TO w LuOS 11 u PROVIDE A WATERTIGHT CONDITION. > O TYP — Cfl 11 13 NEW 3"DIAMMER ROOF DRAIN (ZURN Z100-EB). ROUTE OUT BOTTOM OF CO TYp NEW TOWER ONTO EXISTING ROOF VIA DOWNSPOUT NOZZLE (ZURN Z199, Q CV TYP j BRONZE FINISH). INSTALL PER MANUFACTURER'S SPECIFICATIONS. U 0') 0 REFERENCE DETAIL 17/A702 UO Q O Lu 11 14 NEW 3" DIAMETER OVERFLOW ROOF DRAIN (ZI00-EB) WITH 2"WATER p U DAM. INSTALL PER MANUFACTURER'S SPECIICATIONS. REFERENCE DETAIL P i i 07 17/A702 z Ljj T_ �_ 15 SURFACE MOUNTED LINEAR UPLIGHT. MAXIMU IZE LIGHT LENGTHS TO h U TYP Q W Yk PROVIDE EVEN UPLIGHTING ACROSS ENTIRE SURFACE.REFERENCE DETAIL Lu i-- I- 05 16/A702, DIMMING PLANS, AND ELECTRICAL DRAWINGS. m Z W 09 TYP o 16 LINE OF BLADE CANOPY BELOW. REFERENCE DEfAI.O1/A504 x ~ 12 - I . w O O_ � 2 02 TYP 17 N a Z 17 NEW THROUGH-WALL SCUPPER IN EXISTING PARAPET WALL. REFERENCE a O W d 11 DETAILS 02/A505 AND 02/A503 AS APPLICABLE. z w >� X Y 15 IL OJ � �]O z w W (O L0 z SLOPE 1/4"PER KEY W 04 FOOT IN. EXISTING ROOF ,> � SLOPE 03 17 I 07 NEW ROOFING SYSTEM SYSTEM TO MATCH EXISTING (BALLASTED SINGLE PLY) a O U 11 NEW STANDING SEAM METAL ROOF AT BLADE EXISTING ROOF 10 08 SLOPE o CANOPY i oa TYP A 01E:l a d x z O 08 07 6 d U TYP 15 T P L U 04 aw. 03 08 z 4b Lu TYP d �O 14 Q O 13 Q Y W ' Q W 06 U) 10 w p O Q O 05 09 TYP d .S d z 0 w 0 a z SLOPE 1/4" PER FOOT MIN Q ISSUED / REVISED DATE w 07 07 07 TYPO TYp TYP aZ v � a O aO w O � J N G7 d W 11 z DPM: DRAWN BY: p JH CB vSTORE No: CHECKED BY: s 1501 BB a ISSUE DATE: ca 12/07/2016 SHEET NUMBER ROOF PLAN 07 — O � TYP � SCALE: 1/4" = V-0" Q A210 w ROOF PLAN 7 L1 O x o. SOFFIT FRAMING ��- 06 05 U A701 A701 3/4" BACK SPLASH (ST-04) a O WOOD BLOCKING AS REQUIRED COUNTERTOP (ST-04) FOR GLAZING ATTACHMENT ih w NEW MILLWORK P.O.S. CABINET O In w NEW MAPLE WOOD SOFFIT. 6'-0" /MAPLE REFERENCE 13/A702 SYSTEM; STAIN (S-04) O ALL WOOD FINISHES AND U-CHANNEL-MEDIUM BRONZE SPECIES SHALL MATCH (WD-07) ANODIZED — O8 SERVICE CABINET ELEVATION N GLASSTHK. /POLISLED H GLASS W/POLISHED EDGE& W �SE0 ARCy�� v FELT LINING AT BOTTOM BRADY W SCALE:1/2"=1'-0" GL-03 R G w C- 77 V.I.F. DAM P INSTALL NEW SS CAP ON U-CHANNEL-MEDIUM BRONZE 0 C!A� TOP OF EXISTING TO REMAIN ALL FRAMING ANODIZED CHANNEL, PROVIDE COLUMN WRAP 0 09 SAMPLE FOR OWNER'S EXISTING CONCRETE A702 A702 NEW 1x4 MAPLE TRIM APPROVAL U COLUMN TO REMAIN 08 8'-1 1/2" (WD-10); NEW TOP CAP 08 2 7/8"TYP. 2 7/8"TYP. STAIN (S-04)A70ST-04) z N 1 1/2" METAL STUD 8-0 /2' /4" 3/ ' /2" ( O FRAMING ATTACHED EQ. EQ. w Z a TO COLUMN cq � O cq 3/4" PLYWOOD WITH LL 3/4" a 0O a DECORATIVE STAINLESS STEEL VENEER(SS-01) v j \ \ O O °' CONCEAL ALL FASTENERS AND SEAMS M /' OF z � +0- R Q GLASS Q o M tra NOTE: \\\ \`` .' OF — — — — 3/4" 3/4" w U HOLD WRAP AS TIGHT TO `�\ GLASS 'v 1/2"TEMPERED GLASS w LL I V w COLUMN AS POSSIBLE M LAVE OF LOW WALL GL-03 o BELOW CAP STOREFRONT GLAZING SYSTEM DARK LAVE OF NEW TOP CAP BRONZE ANODIZED CHANNEL, CABINET WITH CABINET WITHOUT CABINET WITH PROVIDE SAMPLE FOR OWNER'S i vYa ALL WOOD FINISHES AND DRAWER DRAWER DRAWER (ST-04) BELOW APPROVAL SPECIES SHALL MATCH (WD-07) j j U ALL WOOD FINISHES AND SPECIES SHALL MATCH (WD-07) — 10 COLUMN WRAP DETAIL — 07 PDR MEDIA WALL CREDENZA — 05 KITCHEN GLASS — 04) SILL AND HEAD AT KITCHEN GLASS W SCALE:1 1/2"=1'-0" SCALE:1/2"=1'-0" SCALER 1/2"=1'-0" SCALE:3"=1'-0" p a � > O — CO CO N J LU 2'-3 1/2" U I] O o LLJ U LU T o APLE WOOD lY Ln F. MATCH FINISH DIMENSIONS EXISTING CONCRETE COLUMN SOFFIT SYSTEM qZ OF COLUMN 3/H TO REMAIN; FIELD VERIFY ¢ U �- V.I. � EXACT DIMENSIONS REF. 10/A211 LU 4t INSTALL NEW SS CAP ON 6"WOOD TRIM (WD-07)AT w Z U TOP OF EXISTING w m - W � o COLUMN WRAP BASE, 4"WOOD TRIM (WD-08) O AT TOP i of WOOD BLOCKING FOR LU 0 08 ATTACHMENT AS NEEDED,TYP. 2 Lu X O LU A702 THREE LAYERS 1/4" BENDY BOARD N w LAMINATED TOGETHER, OUTER z LAYER TO RECEIVE VENEER Lo w 3 METAL STUD j COVERING. FRAMING A- k A- r k A- k k k k k k k k k k k k k k k Al A- k k k Al k k k k k k k k k k k A- 3/4" PLYWOOD WITH k k k Al A- k k Al k k A- Al Al A- k k k k Al k k k k k Al k k k Al k k k k Al k k k k k k k k k k �z DECORATIVE STAINLESS FRAMING BY MILLWORK k k k k k k k Al k k k k k k k k k A, k k k k k k k k MANUFACTURER/INSTALLER k k Al k WC-05 k k k k k k Alk AlWC-05 k k k k STEEL VENEER(SS-01) k k k A" kOk k k k A- A- k k k k k k k k CONCEAL ALL k k k k k A- k AlA- k k k k k k k k k k k k k k k k k A- k k k k FASTENERS AND SEAMS NOTES: k k k A- k k k k k k k k k k k k Al k k Al k k k k k k k Al k k Al k -V k k k k k A- A- k k k Al - k k k A- A- k k k k k k k A- ra I.ALL WOOD FINISHES AND SPECIES k k k k Alk k k k k Al k k Al k k A- k k k A- k k q SHALL MATCH (WD-07) 2.CONCREI'E COLUMN DIMENSIONS MAY i ALL WOOD FINISHES AND VARY. HOLD EXTERIOR FINISH FACE \--MAPLE BASE SPECIES SHALL MATCH (WD-07) DIMENSIONS AT ALL DINING AREA Oq REF. 04/A701 04 COLUMNS TO DIMENSIONS SHOWN. A211 A211 O 0 MODIFY FRAMING AS REQUIRED. Q U — 09 COLUMN WRAP DETAIL 06 COLUMN WRAP DETAIL — 03 KITCHEN GLASS ELEVATION w _ a 4b Lu SCALE:11/2"=1'-0" SCALE:11/2"=1'-0" SCALE:1/2"=1'-0" d C7 � NEW BOOTHS AND O TABLES (TYP.) Q 26,_4„ Q Y Lu O C) W o � U — GL-03 03 GLASS PARTITION SYSTEM, O A701 _ REF 04/A211 w � SIM GLASS PARTITION SYSTEM, EXISTING w GLASS 1"-,, 4'-11" 5' 6'-4" 5" 6'-4" 5" 6'-4" [l.' REF 04/A211 GL-03 05 COUNTERTOP X ? Z v T DIMS A211 O REMAIN Ul EXISTING `n w M px COUNTERTOP NEW 0 o a TO REMAIN TOP CAP x a o A601 M ¢ EXISTING WALL (ST-04)--------------------- ST-04) z -------------------------- � GLASS PARTITION C� 25'-4" SYSTEM W N M BANQUETTE BENCH GLASS PARTITION i GL-03 q ISSUED / REVISED DATE 03 SYSTEM NEW A701 GL-03 TOP CAP i v x I (ST-04) i v p 4 Mo j EXISTING WALL A211 O coX a I ---- - i M a M Q j Q I F4 04 i 0 I A211 R i 1T' 6 w 01 01 04 PpPR A701 A701 i 1912 1/4" A211 GLASS PARTITION I I APPROX SYSTEM, GL-03 z LDPM: DRAWN BY: SIM , REF 04/A211 O JH CB 2'-0" 4'-6" 4'-6" 2'-6" 4'-6" 4'-6" 03 ¢ STORE No: CHECKED BY: NOTE: LOW WALLS AT SERVICE WALL ARE EXISTING AND WILL A211 U 1501 BB E 4 ti ti 4 4 REMAIN. ALL DIMENSIONS MUST BE FIELD VERIFIED IN ORDER TO CORRECTLY MATCH NEW MILLWORK TO EXISTING MILLWORK. U aw ISSUE DATE: ra 12/07/2016 A261 KITCHEN GLASS INSTALL SHEET NUMBER C� — 02 BOOTH GROUPING 01 LOCATIONS AT SERVICE WALL A211 SCALE:1/2"=1'-0" SCALER/2"=1'-0" q ENLARGED PLANS w AND DETAILS S.� L x w 0. GYPSUM BOARD U_ V) STUD FRAMING U QUARRY TILE COVE BASE QTB-03 Q GROUT w O Q QUARRY TILE FLOOR QT-02 THIN SET p t 06 COVE BASEARC o5 A212 y/� — 5'-0" 24'-91/2" ( Jc�ED x �� BRADY W SCALE:3"=1'-0" a R G 03 A212 o C- 77 cn 3--3 t -l7 ¢ 'Si NE �Q mTE n n n n n O STEEL DRINK RAIL I Ua V - --- ----------- ------ - ------------------------------------------ - -------- --------- - -------- - --------------------------------------------- - ------- -----� El —qp zHs ❑ T — _ A212 A a o li O — e ——— III uuu��i O O 0 0 o Z U) O 1'-5 1/2" V STEEL BAR o m Q 2, O F9 SUPPORT BAR INTERIOR -0 } v „ ¢ N KA Q FRP-03 O 19'-71/4" 1 i w0. uF- SEATING SIDE ° 04 VIF ¢ w NA212 2'-3 3/4" 3'-1" 14'-2 3/4" 9„ a U w I I w z p ti REMOVABLE O QTB-03 I O v e PANEL II T-1" 1'-21/2" o FLOORING PER O N i v U SCHEDULE QT-02 x O 1x8 SOLID 8" E. w MAPLE BASE - 05 ACCESSIBLE BAR DIE WALL Ed i-I w o SCALE:1 1/2"=V-0" u co co U m U O o I I I a LLI a g o o U t � ¢ LLJU Lp wI` xt W z U 1... 4" II --------- ----- in ° 1z O 0- � � dO LU STEEL BAR o o ° Z W 0- X SUPPORT p z 3: LU NEW EQUIPMENT Q W Ln z REMOVABLE BAR PLAN (HIGH ) a PANEL — OZ M SCALE:1/2"=1'-0" SEATING SIDE BAR INTERIOR U FRP-03 w I m I Q O QTB-03 8" 4'-3" 23'-11/2" 8" I 0 FLOORING PER L- rU SCHEDULE �y` FOOTREST QT-02 fPLI w --- ----------------------------L--------------------------------------------------------------------------------------------------------------------------------------------------------- ---, Q IJJ 1x8 SOLID �_ 8" _ Q (n MAPLEBASE ���1` - 7---s--------------------------- - ------------------------------------------------ - ------------------- - -------- - ---------------------------------------------- - --------------- I N I 04 SERVICE COUNTER ❑ ® -_-_ __ ❑ ® - ° ❑ _ _—— s12Hs ❑ ——_ I SCALE:1 1/2"=V-0., O 4P "uus;" "E15 O _" sss.o E= v Q 0 Q o LTSI2BLW — ——— TS128LW —— W W om I N ^ O ➢A I I I I VARIES-REF PLAN 1 p O c VARIES 4" U G STEEL DRINK RAIL d i '2„ ST-04 I I 0 0 O -----r J- 1 _ m Q M M II z O o STEEL BAR W SUPPORT NEW EQUIPMENT I I z r I W j q ISSUED / REVISED DATE I w REMOVABLE O PANEL 0= x w O p M BAR INTERIOR I I I I 0. SEATING SIDE FRP-03 U L� NEW FOOTREST, BY KEGWORKS N SYSTEM, 2" OD-RAILING TUBING, � ORB-990XX; 2" OD 90° POST FOOT RAIL BRACKETS, ORB-76979-2; / FLUSH FLAT ENDS CAPS, T ❑❑ \ / z DPM: DRAWN BY: ORB-76940-02 (OIL BRONZE FINISH). JH CB QTB-03 II p v STORE No: CHECKED BY: COORDINATE WITH OWNER. I I o �- r- ------- 1501 BB O - --- 0 0 0 �y a ISSUE DATE: FLOORING PER SCHEDULE QT-02 Q 12/07/2016 a SHEET NUMBER 1x8 SOLID MAPLE BASE L ' BAR DIE WALL BAR PLAN (LOW) 3 A212 SCALE:1 1/2"=1'-0" SCALE:1/2"=1'-0" N ENLARGED BAR W4 PLANS AND DETAILS L FLEMNG'S SCHEDULE2._0" a QS-01 P008 QS-01 LINE OF WALL AT SIM. U MANUFACTURER MODEL # DESCRIPTION NOTES/FINISHES 7 3/4" L) OP V) (V 3/4"PLYWOOD M OMIT FURR-OUT A001 4 --- SANITARY NAPKIN DISPOSAL REUSED/RELOCATED AT SIM. A002 7 --- SANNARY SEAT COVER DISPENSER REUSED/RELOCATED q 1-1/4"x1-1/4"CONT. ti A004 7 --- --- TOILET PAPER DISPENSER REUSED/RELOCATED STL.L.ANGLE A006 4 --- --- GRAB BAR 36" REUSED/RELOCATED A008 12 CUSTOM CUSTOM MIRROR 10 STANDARD MIRRORS, 2 DRESSING MIRROR 1-1/2"x1-1/2x1/4"THK. p A010 2 KOALA KARE KB110-SSWM BABY CHANGING STATION STL.WELDED ANGLE ® � A012 7 BOBRICK B-233 CLOTHES HOOK MOUNT HOOK AT 44"AFF EACH SIDE OF SINK p A016 4 --- GRAB BAR 48" REUSED/RELOCATED AND ADJ. TO WALLS 8" Q P001 7 --- TOILET REUSED/RELOCATED 7 3/4" P002 5 TOILET FLUSHMETER RESUED/RELOCATED NOTE: ` P003 1 --- URINAL REUSED/RELOCATED 7 3/4" REMOVABLE ACR LIC PROVIDE BLOCKING m� ° PLUMBING SHIELD TO BE TOP AS REQUIRED y COUNTERTOP INSTALLED TO INSULATE P004 1 URINAL FLUSHMETER REUSED/RELOCATED d P005 6 KOHLER K-2882 SINK QS-01 2 3!4" 4 1/4" 2" 43/4' ALL HOT WATER AND COUNTERTOP DRAIN PIPES FROM P008 6 DELTA 3567-SS-DST ADA SINK FAUCET/HANDLES ENSURE 0.5 GPM FLOW REGULATOR NSTALLED QS-01 CONTACT. EASE ALL M U ED ARC P009 6 DANZE D495944SS SB21US SOAP DISPENSER EDGES AND OTHERWISE ZN .w.w (;:aS y/J� cv iv ELIMINATE ALL SHARP 0 `)� BRADY W EDGES OR ABRASIVE m SURFACES.41/2" 11" C- 77 LO REQUIRED ACCESSIBLE O _ CLEAR SPACE (SHOWN tS1j 3 3_x\7 } QS-01 ALL SIDES DASHED) d y�\n amµ = W. AND BOTTOM p QF CAL\� OPEN NAPKIN z — - - - - — - - — - - — - — - — - — - — - - - _ - - — - — - — A 6 _ T.O. SLAB O ------ ---------------- ------ ---------------------- i __ __ ', 0❑ SHELF DETAIL LAVATORY COUNTER SECTION z - I ` -- — N1/2"=l'-O" - 07 U � - = SCALE.1SCALE.11/2 1 0 � w a CO co M (V _ _ M to 1 to 0 O z CD m r� M �' rn I 4'-10 3/4" 4'-11" O 0. o 00 _ co m 4'-6" zz OD O V � • 4,-0„ 6., qz d 1 i A001 L %ULf z 73„ A006 d w i VARIES 4 � � � • REF. PLAN DETAIL a V z w 0 1/2" 5 1/2" A016 2'_ COUNTERTOP QS-01 A004 o o P002 o 7'-5 3/ 4'-2 3/4" 2'-9" 6" DIAMETER OPENING - POLISH EDGES T-5 1/2" 9'-9 3/8" 8" P001 6'-7 1/4" 5'-0 1/4" cc 1 12'-13/8" o W o U V 4 A603 2 iv SOFFIT LIGHT LAYOUT — OQ 1-1/4"x1-1/4" CONT. STL. A012 \\ 3 11 A002 O J ANGLE ® \ F SCALE:3/8"=1'-0" w 3/4" PLYWOOD ® ) 60"x 59"CLEAR SPACE 0 1-1/2"x1-1/2x1/4"THK. 1088 1'-7 1l2 1 8' a T-7 3/4" STL. WELDED ANGLE �4 AT 18"O.C. MAX ® ��a w O EQUAL V-31/4" 1'-31/4" 1'-31/4" 1'-31/4" EQUAL A001 C7 A012 A004 co o P002 ALL REUSED EQUIPMENT AND FIXTURES TO BE u Q W 05 0 108C O REINSTALLED AT EXISTING LOCATIONS EXCEPT U 0 iv A002 WHERE DIMENSIONS HAVE BEEN PROVIDED. UO Q O A213 VANITY N 2 O COUNTERTOP PROVIDE BLOCKING AS / a W (� W Q QS-01 REQUIRED _ P001 O LO 1'-71/2" 1'-8" q z = !Y N d LU U O r w U Q W 4t 8 3/4" 5" 8 /4" A012 A001 m Z ~ a a A004 W N M O tOBD O " O P002 O O o I / A002 > O LU D- _ LuLu 0- x A008 A008 _ _ 0 z W w VANITY SECTION /" �' z / 30 x 48"CLEAR SPACE P009 6A 6B A213 A213 SCALE:1 1/2"=T-0" / I.'.'. , A213 P008d .I . A008 I- — J U - - -, . . �. A010 i , P005 w - 04 ENLARGED VANITY PLAN f 4'-6 3/4" 4'-6 3/4" P009 1'-0" 4'-0" 3/4 3/4" 4'-0" 30"x 48"CLEAR SPACE z A004 A004 I: 5 5/8" MOISTURE RESISTANT GYPSUM A008 04 U BOARD,TYP @ WET LOCATIONS DRESSING8 A603 6 A213 a 0 A012 C? 60" x 59" . . . _ . . . T-7 3/4" --- �, Z 4b W 1-7 1 MAPLE WOOD TRIM, STAIN 5-04, TYP. 2'-0" SPACE / / P001 o A006 P001 {60"x 59"CLEAR SPACE A008 i _ C9 D CLEAR / ?\ o A008 SEE INTERIOR ELEVATIONS AND FINISH A006 a . N DRESSING j A01=08)1i / SCHEDULE VANITY COUNTERTOP (QS-01) / - \ I _ _'� I / / O 7 3/4" j / Y A002 \ . . � 12 A604 10 . . . . . . . . / 4 A604 2 \ ��_ --- - -- ------------------ Qs 01 / QS-01/ O 1 A00s ___ �- I p Cn L - - - - - - 2� - - 2Q _ . . �, A016 LIJ 30"x48" \ 11 -f - - - - - 3 a CLEAR A008 A008 - - - - - I o 19 - - - - c j \ �.- 30"x 48" I _ o _ - — _ A004 _ p G O SPACE P005 P005 CLEAR / P002 - q 6A "v w 07 -. P008 P008 07 SPACE , P001 { 60"x 59"CLEAR SPACE A213 m IM. A213 A213 / o Q o N Q Q o a SIM. .n J v Fx . . A008 f \ I / / U 12 A603 109 POO Q MORTAR THINSET APPLICATION, TYP. �� O - - - - - - - A012 � \ I / A213 05 ) w i A002 4'-11 cn 0 / 13 I i 5 \ A004 1078 30"x 48"CLEAR SPACE 2 101 3'-31/2" 13 v- r 16 A604 14 I I 8 A604 6 YY CC w °D 'n I I P002 o A012 / _ _ _ _ _ q ISSUED / REVISED DATE / 16 A603 14 0 15 I O i 7 - P001 107C (�h \ i t`1�� .. 07 O WALL TILE, SEE INTERIOR ELEVATIONS O I A008 I / A213 P008 AND FINISH SCHEDULE, TYP. 11 I P005 \ C q i i 11 I. L _ F.— 1 - o � \\ P005 Q SCHLUTER DILEX AHK125,TYP.VERIFY , -------- \��' FINISH. / P003 30"x 48" ---- _1 / o P008 w CLEAR Aoos A213 P004 SPACE - I 9 u P009 z DPM: DRAWN BY: p JH CB —T — T v STORE No: CHECKED BY: ALL REUSED EQUIPMENT AND FIXTURES TO BE 6'-8" 1501 BB A010 REINSTALLED AT EXISTING LOCATIONS EXCEPT w ISSUE DATE: WHERE DIMENSIONS HAVE BEEN PROVIDED. 'N 12/07/2016 q ENLARGED VANITY PLAN SHEET NUMBER RQ WALL/FLOOR TILE SECTION _ 03 BASEMENT RESTROOM 1 ST FLOOR RESTROOM OV SCALE:1"=1'-0" — 01 3 A213 SCALE:3"=1'-0" SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" q ENLARGED w FLOOR PLANS q DIMMING CONTROLS ONE-LINE 0 r4 a R-2B R-213 R-2B R-211 U DH-61SMFY Ln R 2B + DH 64 CAT 5 CABLE (PROVIDED BY EC) WIRELESS REMOTE &2B E E K E LOCATE WITHIN 50 FT OF INTERFACE DH-18 SCREEN MONITORS SUN SHADES Q R-2B vi w R-2B R_213 E E O ECH R 2s E E E E E E E DH-30 E 8 PAIR CABLE - 18 AWG (OR EQUIVALENT) HEATERHOMELn R-2B R-zs E E E j MANAGEMENT w R-2s E - r - (PROVIDED BY EC) PANEL o r----- ---- -- ------ --_ R-2B DH-40 I ¢ 1 1 1 R-2B R-1 1 R-1 R-1 R 1 z R-1 1 1 1 CAT 5 CABLE (PROVIDED BY EC) 1 R-1 1 1 DATA � 5EDAR C �R-2B _ E RACK ti i.J y/ DLZ 1-S 1 BRADY W T R-2s x-zs R-2B ©` ` DH-39 1 1 � `� R G SP R-213 1 E ® � E DH-62 CAT 5 CABLE (PROVIDED BY EC) DIMMING PANEL 0 C 77 R-2B L14 ;' �fl 3-31, -17 R-zs I DH-28 0 1 1 1 LCP-1 Q rEravu �� J E DLZ 1-P � �'� ' pq � OF CAD�F P R-2B_R-2B_R-2B R-2B R-2B -1 p '•� �'�, z R-213 E E ® 4, , _E CAT 5 CABLE (PROVIDED BY EC) o R-2B R-2B R-2B R-2B DH-21 EM_1 p B R 1 R 1 DINIPANEL OUCH U 1 0 N R-2B ----- --_: LI-6 LI-6 H 59 I O R-2B p ------------------------ - --------- D 1 4 R ( ) _1_-a_ © © u4 ® DH 59 CAT 5 CABLE (PROVIDED BY EC) _ R-2B E p P `- - __LI 4 LZ 2 L- LOWER PDR x w R-zs _ DH-09 (TIE) ' "-- EM-1 DLZ 2-S O � o -- • L LI4 -"" LI-6 TOUCH PANEL w Ix EM-1 r - - - - - - -- - -"� - - - -- _ - - - - - � MAIN BAS p 1 R 2B ® CONTROL PANEL z ° 1 E 1 _ LOCATED ON z o R-2B R-2B R-2B n E LI-3 1 1 R-2B R2 L1_3 E DH-41 EN MECHANICAL CAT 5 CABLE (PROVIDED BY EC) PDR1 TOUCH ¢ z SP DH-59 L[3 LI-3 LI-3 3 E x 1 1 R 1 1 E DH-16 DH-54 PLATFORM PANEL Q LI-3 LI-3 w u w R-2B R-2B I LI-3 I-3 LI-3 L1-3 L13 1 Fx DL-1 L) i A-2B R-2B R-2B R-2B� R-2B � 1 1 DL-I CAT 5 CABLE (PROVIDED BY EC) w R-2B R-1 1 1 1 PDR2 TOUCH 13 E 1 E 1 1 PANEL i R_1 1 EN x 1 1 1 U DH-04 - i - - g_1 " _ _--; r-�_z----- 1 i L LI-7 DH-08 P CH R-3 R-3 -"- 1 DH 43 1 � CAT 5 CABLE (PROVIDED BY EC) i DH-15 E ■ D PANEL o E - ;'` DL-1 DH-27 _ �z - DH 44 1 � � 1 -------------_- / j 2'. E EM-1 1 1 w R 3 1 R- ® E E T E R 1 R-1 H 5 U % _1 R-1 i R 1 i E EN DH-29 CAT 5 CABLE (PROVIDED BY EC) °� MOOD MUSIC DH 12 R_1 I E \ E 1 O RACKS c7 O H 59 _ E ii E DH 58 2 ' r DH-42 j ) N E E LI-5 E p Q W R-3 0 _-"_ 1 E 1 LIs 4 CONDUCTOR SHIELDED CABLE U p ® @i=- - - - - - - -- - - - - 1 - - - - -- A LIGHTINGZONE O r E D Y � Q � EM-1 i R-1 R-1 R-1 DH-20 _2'. DH-31 1 SENSOR x W o R_1 0 B R-1 x-1 R-I x-1 ,i' R-I R-I (PROVIDED BY NOMAD GROUP) o H U R-I R-1 _ E z LI-6 11-6 -__-, -6 DLZ 3-P ______ ¢ Q DH 59 z Lt5 I ) r 4 CONDUCTOR SHIELDED CABLE w LI s W DH-13 `• ------ DH-59 DH-55 -- -- - - - - — - - - -- ---� DAYLIGHTING ZONE W R-3 E E E E DH 37 i 2 1 (TE) E E E ® = 1 E DH-05 i ® ' (PROVIDED BY NOMAD GROUP) 6 SENSOR m z w `,. g E r` R-1 i EM-1 E E EM 1 0 LI2 Q 1 1 • R-I '�. g_I r DLZ 3-S 1 1 L o d W' a DH-46 w O O R-1 %' R - NOTES O Lij LU -- E INSTALLED BY EC PROVISIONS FOR WIRING ABOVE RELATE TO ---- - --- ---- --- - -------- -- L WIRING IS TOB - q z 1 E -- --- - LII 1 LI 1 L1-1 " 1 E -__-- -- 1 1 DH-01 MATERIAL ONLY. ky W LI-1 4 N I 1 2. DEfABS FOR INDNIDUAL DEVICE CONTROLS TO BE PROVIDED ONCE APPROVED (� z LI-I ----Ll-1 �LI 1. R-3 E E E E 1 ' SUBMITTALS ARE AVAILABLE. d 3. SEE LUTRON SUBMITTAL FOR LOW-VOLTAGE WIRING REQUIRED FOR THAT SYSTEM. DH-47 E E DH 34 1 1 1 ¢ LI- 1 1 - E 1 LI-1 BL BL BL BL BL BL BL 1 BL BL E R- R-1 R-1 R R-1 R-1 � i IMI � - - - - - - -.- - - - 1 \ ° ® LOCATE UNDER DH 50 -ir --ir r- u____ ____________ E 1 E E EM-1 Y BL DH-19 R-3 LI- ® EM-1 RAILING CAP. R-1 1 E > REFERENCE E I KEY q E E E W 14/A701 w 1 ¢ a E E DH-07 E H3-05 EXISTING-NO WORK IN THIS AREA z DH-45 p R-1 R-1 EL5 o E E E E 1 R-I DH-57 R-3 �~ R-1 E - E E 1 1 48"X96"TECHSTYLE E GEEING SYSTEM U DH-14 E DH-22 E DH-24 1 1 MFR: HUNTER DOUGLAS I� DH-11 DH,25 1 1 COLOR: WHITE w R-3 R-3 1 TRIM: 9/16"'L' CHANNEL Uw� E z r DAYLIGHT ZONE BOUNDARY d U) DH-36 - - - - - 0 DLZ 1-P-DAYLIGHT ZONE 1, PRIMARY L - _ L - DLZ 1-S -DAYLIGHT ZONE 1, SECONDARY O DH-26 DLZ 2-P -DAYLIGHT ZONE 2, PRIMARY o DH-17 DLZ 2-S -DAYLIGHT ZONE 2, SECONDARY ¢ Y DLZ 3-P -DAYLIGHT ZONE 3, PRIMARY A -------- --------------------- ---------- DLZ w Q -- ; DH 23 - E W DH-02 E E p (n R_1 g_I EM-1 E a WW i R-3 O G LIGHTING CONTROL GUIDE U R-3 - E - Q DH 10 EM-1 E ROUTE LIGHTING CIRCUIT THROUGH DIMMERS ACCORDINGLY: O R-3 i 1. THE FOLLOWING ITEMS SHALL BE ON AN "ON AND OFF"SWITCH AND NOT PART E OF THE DIMMER PANEL. CONSULT WITH MANAGING PARTNER FOR LOCATION OF d R-3 R-3 E "ON AND OFF" SWITCHES. l DH-06 • BACK OF HOUSE KITCHEN LIGHTS d R-1 DH-31 — . TV'S z DH-35 ` 1 • PATIO HEATERS • STORAGE ROOMS w DH-32 R-3 O R-3 2. SEE DIMMER PANEL SCHEDULE SHEET A215 FOR CIRCUITING. a -J / E E 3. RESTROOM EXHAUST FANS SHALL NOT TIE INTO RESTROOM LIGHTING. Cz7 L-(PERIMETER COVE - LIGHT @ PRIVATE _ NOTE: DIMMED CIRCUITS SHALL NOT SHARE A NEUTRAL.VERIFY EXACT M ISSUED / REVISED DATE DINING#1) CONTROLS WITH BBI CONSTRUCTION MANAGER PRIOR TO ROUGH-IN R-3 w - - --- - O w i R_3 E E R. i NOTE TO G.C. AND CPM: 1. CPM TO VERIFY CIRCUITING LAYOUT IS INSTALLED CORRECTLY PER ELECTRICAL DRAWINGS. Q - - 2. G.C. TO ORDER REPLACEMENT LED PAR LAMPS FOR ANY PUBLIC AREA. LIGHTING TO REMAIN (INCLUDING TOILET ROOMS). G.C. TO VERIFY QUANTITIES AND ORDER E THROUGH FSG. LAMP SPEC: PHILLIPS 457044-BR30 12W LED LAMP. z DPM: DRAWN BY: p JH CB E R_3 R-3 STORE No: CHECKED BY: 1501 BB ISSUE DATE: �r Q 12/07/2016 ¢ SHEET NUMBER - 01 DIMMING PLAN - FIRST FLOOR A214 SCALE:1/4"=V-0" � A „ DIMMING PLAN - FIRST FLOOR S q Module Actual Number Circuit Fixture Load Fixture Power Load Amp Module P. Verify Breaker &Type Number Room Circuit Description Type Type Qty Load Factor (W/VA) Load Load Notes 1 DH-01 Patio Dining Ceiling Fans ND 4 37.7 1 151 1.3 9.4 DI-1-02 PDR 1 Media Accents R3 MLV 2 15 0.95 32 0.3 U 1 DI-i-03 PDR2 Media Accents R3 MLV 2 15 0.95 32 0.3 0 4Q DF+04 PDR3 Media Accents R3 MLV 2 15 0.95 32 0.3 2.2 14 2 D+O5 Bar Dining DLZ 3-S Dow plight E MLV 2 8.2 0.95 171 0.1 tn 2 DH-06 PDR-1 Table Spots R-1 MLV 4 10.2 0.95 43 0.4 4A Of 1-07 PDR-2 Dow nlight E MLV 9 8.2 0.95 78 0.7 D+08 PDR-3 Accent R3 MLV 3 15 0.95 47 0.4 1.6 3 DH-09 Expo Line Server Pendants LI-3 INC 13 3 1 39 0.3 q DFI-10 FDR-1 Dow night E MLV 1 8.2 0.95 9 0.1 ti 3 DFF11 PDR-2 Accent R-3 MLV 3 15 0.95 47 0.4 w 4A 011-12 PDR-3 Dow plight E MLV 9 8.2 0.951 78 0.71 1.5 w 4 CFF13 Bar Dining Dow plight E MLV 3 8.2 0.95 26 0.2 O D+14 PDR-2 Table Spots R-1 MLV 6 10.2 0.95 64 0.5 W 4 D-1-15 PDR-3 Chandelier LI-5 INC 3 24 1 72 0.6 4A DK16 1 Lobby DLZ 2-P Chandelier LI-7 INC 1 88 1 88 0.7 2.0 q 5 DF+17 Patio Dining Table Spots E MLV 12 8.2 0.95 104 0.9 cd 5 D+18 Lobby Wading Dow plight E MLV 3 8.2 0.95 26 0.2 0 4A DK19 Back Bar Dow nlight BL MLV 8 5 0.95 421 0.4 CK20 Bar Dining Table Spots R-1 MLV 6 10.2 0.95 64 0.5 2.01 Q 6 D+21 Expo Line Pendant LI-4 ?? 5 23 1 136 1.2 6 DF+22 Server Alley Dow nlight E MLV 5 1 8.2 0.95 43 0.4 H DF+23 Patio Dining Accent R3 MLV 7 15 0.95 111 0.9 U CJ`� AR I 4A Dt+24 Wine Room(Smell) Dow nlight E MLV 6 8.2 0.95 52 0.4 2.9 w �jj, 1 ` DI+25 PDR-2ADY BR Chandelier LI-5 INC 3 24 1 72 0.6 04 �� R� G 7 7 DDH-26114 Dining Dow nlight E MLV 8 8.2 0.95 69 0.6 9 4A D+27 PDR-3 Table Spots R-1 MLV 5 10.2 0.95 641 0.5 w DK28 Restroom Vestibule Dow nlight E 3 8.2 0.95 26 0.2 1.9 C 77 I 8 D+29 Entry Vestibule Dow nlight EN MLV 3 45 0.998 135 1.1 8 D+30 Wine Room(Large) Dow nlight E MLV 9 8.2 0.95 78 0.6 d \na ,ti DK31 Main Dining Dow nlight E MLV 31 8.2 0.95 268 2.2 l 4A D+32 PDR-1 Accent R-3 MLV 3 15 0.95 47 0.4 4.4 O �fi Ci i U z l 0 H Module Actual U Number Circuit Fixture Load Fixture Power Load Amp Module w Z ¢ i Verify Breaker &Type Number Room Circuit Description Type Type Qty Load Factor (W/VA) Load Load Notes O 1 1 DH-33 SPARE 0.0 w z, DFI-34 Main Dining Hand Rail LED Strip LDW 0-10V 4 1.2 1 5 0.1 0 a I I 40 Di-35 PDR 1 Cove LED Strip L 0-10V 57 1.8 1 103 0.9 EO DH-36 PDR2 Drapery LED Strip LDW 0-10V 17.5 1.2 1 21 0.2 1.2 z O w 2 2 DH-37 FDR3Drapery LED Strip LDW 0-10V 17.5 1.2 11 21 0.2 1 Q i0 DH-38 Exterior Wall Wall Wash FL-1 MLV 62.5 3.2 0.87 230 1.9 Q Z 4Q DK39 Main Dining DLZ 1-S Dow nlight E MLV 1 8.2 0.95 9 0.1 Q O z DH-40 Main Dining D1.2 1-S Table Spots R1 MLV 2 10.2 0.95 21 0.2 2.4 / l 3 3 DK41 Lobby DLZ 2-P Dow nlight E MLV 3 8.2 0.95 26 0.2 w DH-42 Lobby DLZ 2-S Dow Might E MLV 3 8.2 0.95 26 0.2 a U ' 4A D+43 Main Dining DLZ 2-SdRenclant Dow nlight E MLV 4 8.2 0.95 35 0.3 c - D+44 Main Dining DLZ 2-STable Spots R-1 MLV 2 10.2 0.95 21 0.2 0.9 w ; __ I 4 4 DK45 Bar Dining DLZ 3-P Dow nlight E MLV 4 8.2 0.95 35 0.3 l DH-46 Bar[Dining DLZ 3-P Table Spots R-1 MLV 2 10.2 0.95 21 0.2 4A DI+47 Back Bar DLZ 3-S Dow nlight BL MLV 2 5 0.95 11 0.1 z, Di-48 Bar Top DLZ 3-S 1-I-1 LED? 3 4 1 12 0.1 0.7 U E E E I 5 5 DH-49 Exterior LED Linear Cable Light FL-2 MLV 91 2 0.833 218 1.8 E I DK50 Bar Top Pendant 1-I-1 LED? 7 4 1 28 0.2 a E 4A DHO -51 B(terior Recessed Ground Light SL-1 MLV 4 12 0.833 58 0.5 I DH-52 Exterior Fant Stake Light SL-2 MLV 10 5.8 0.833 70 0.6 3.1 U _ 6 12 DH-53 SPARE 0.0 DK54 Exterior Entry Canopy Recessed Dow nlight DL-1 MLV 4 15 0.833 72 0.6 O ® 4A DK55 Main Dining Chandelier LI-2 INC 4 176 1 704 5.9 DK56 Restroom Perimeter R2-13 35 15 0.95 553 4.6 11.1 w 7 7 DH-57 Main Dining Table Spots R1 MLV 24 10.2 0.95 258 2.1 W C D I D+58 Main Dining Chandelier LI-2 INC 4 176 1 704 5.9 E 4A DK59 Main Dining Wall Sconce LI-6 INC 9 3.5 1 32 0.3 a LL N J DF+61 DFF60 SPARE 0.0 8.3 U 0 LU 8 8 Restroom Dow nlight R2-B 16 15 0.95 253 2.1 U D-1-62 Main Dining DLZ 1-P Dow nlight E MLV 1 8.2 0.95 9 0.1 00 W1:4 2 I 4A DH-63 Main Dining DLZ 1-P Table Spots R-1 MLV 3 10.2 0.95 32 0.3 In DK64 Service Hall Dow nlight E MLV 9 8.2 0.95 78 0.7 3.2 q Z = IY N QW U _o Lo 3 a Q LLJ 4t W z � I w � W Module Plan Actuao l O 2 Number Programmin Circuit Fixture Load Fixture Power Load Amp Module w O W a_ VerifyBreaker &Type g Circuit Number Room Circuit Description Type Type Qty Load Factor (WIVA) Load Load Notes a l-- 1 DH-01 Dia-01 Basement Dining Dow nlight E MLV 12 8.2 0.95 104 0.9 W X l 1 D-i-02 DFB-02 Basement Dning Accent R3 MLV 8 15 0.95 126 1.1 0 Z W E 4A DF-1-03 DI-13-03 Basement Dining Table Spots R1 MLV 9 10.2 0.95 97 0.8 W DH-04 Di3-04 Basement[Dining Video Wall Accent R3 MLV 2 15 0.95 32 0.3 3.1 Z 2 DH-05 IDI-13-05 Basement Hellw ay Dow nlight E MLV 10 8.2 0.95 86 0.7 w 2 D1+06 DI-13-06 Basement RR Hallw ay Dow nlight E MLV 5 8.2 0.95 43 0.4 DH3-10 4A DH-07 Dia-07 Basement Back Bar Dow nlight BL MLV 4 5 0.95 21 0.2 Q I DH-G8 DFB-08 Basement Bar Top Dow nlight R-1 MLV 4 10.2 0.95 43 0.4 1.7 - - DH3-04 Dr+09 DI-13-09 Basement Restroom Dow nlight R-2B MLV 19 15 0.95 300 2.5 Z 3 E� i R-3 R-3 I 3 DI+10 DI-13-10 Basement Hallw ay Dow nlight E MLV 10 8.2 0.95 86 0.7 U 4A DF-11 Di3-11 Spare - 0.95 0 0.0 w DFF12 IDI13-12Spare 1 0.951 01 0.01 3.2 E DH3-02 l l CD E u' i E I i ® -3 z Ln R-1 DH3-03 l l 0 R-3 DH3-01 U R-1 R-1 � I I U w a R-3 E E R-2B R-2B R-2B co R-2B QzN � E I � R-3 D113-08DH3 07 - - KEY O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RB - R_2B - ZB _ - L - - - - - - - - - - - - - 2A Y 1 R-1 R-2B w , Q R1 w i R-3 R-1 R-2B R-2B EXISTING-NO WORK IN THIS AREA R-26 O U) R-1 DH3-09 R-2B 48"X96"TECHSTYLE E CEILING SYSTEM W I I Q. C R-3 E E BL _ - - MFR: HUNTER DOUGLAS O G COLOR: WHITE U R-I BL { TRIM: 9/16-L' CHANNEL q i i w I R 2B -A-2 II o R-1 -213 EM-1 R-2B l R-1 D R-1 R-1 E BL EM-1 - R-2B -2B .; Ln o R- R-3 EM-1W4 l 0 F E E E E E EM-1 E I C7 - - A Q ISSUED / REVISED DATE I I I W w O i E EM_ i E E I ® E a I I I DH3-05 a i E i I Q w I I f1' rn DPM: DRAWN BY: JH CB Q STORE No: CHECKED BY: 1501 BB l l a ISSUE DATE: 12/07/2016 DIMMING PLAN - BASEMENT �¢ SHEET NUMBER - 01 SCALE:1/4"=1'-0" A215 z q DIMMING PLAN - w BASEMENT �9 L ELEVATION GENERAL NOTES 0 A. BARRICADES AND/OR SCAFFOLDING CANNOT BE REMOVED w EXTERIOR FINISH SCHEDULE UNTIL LANDLORD'S TENANT COORDINATOR HAS PROVIDED p N. LOCAMN DESCRIPTION REMARKS WRITTEN APPROVAL THAT STOREFRONT MODIFICATION WORK U EXISTING SILCCO MANUPACTIIRER: SHERWIN WILLIAMS FURNISHED&INSTALLED BY G.C. IS COMPLETE AND THE WORK IS ACCEPTED AND APPROVED AND METAL MANUFACTIIRERNO.:LET) COLOR TO MATCH 51UCC0 SLC-01 442 SAND DOLLAR" AND THE TENANT IS PREPARED TO OPEN FOR BUSINESS. PT-15 COLOR: " y CONTACT. JAMES FLA'HIMAN V) P:(813)431-7319 Qames.h.Bathman@shertvN.comJ rNrnn STUCCO WALLS MANUPACTIIRER: EXPO STUCCO FURNISHED&@STALLED BY G.C. V AND CEILINGS MANUFACTURER NO.: 422 ELEVATION KEY NOTES 01 23 sTc-al cocoa: SAND DOLLAR CONTACT: P:(909)889-]7]0 ¢ �i q STUCCOWALLS MANUFACTURER: EXPO STUCCO FURNISxeD&INSFALL®BYc.c. 01 NEW GLASS-FIBER REINFORCED PLASTIC CORNICE. PROFILE TO N 28'-6" AND CEILINGS MANUFACTURER NO.:398 MATCH C-068 BY STROMBERG ARCHITECTURAL PRODUCTS, INC. REF w PARAPET --------- C LOB:sTc-az CONTACT: MOCHA SPECS. P:(909)889-7770 W p7 02 NEW GLASS-FIBER REINFORCED PLASTIC CORNICE. PROFILE TO O MATCH C-116 BY STROMBERG ARCHITECTURAL PRODUCTS, INC. REF `/) STC-02 SPECS. q w 03 21 23 02 06 03 PAINT EXISTING STUCCO TO MATCH STC-01. 02 PT-15 GENERAL NOTES: C L EM7TING MCCO REVEALS SHALL REMAU,L CIEAN ALL SURFACES AND REPAIR ANY DAMAGED 04 NEW STUCCO FINISH TO MATCH ADJACENT AT REMOVED WALL TILE. 07 �3 AREAS.COORDINATE WITH OWNER. STC-02 z. FOR EXTERIOR WOOL)AND STUCCO SURFACES USE SAM FINISH PAINT. 05 SAND, PRIME,AND PAINT EXISTING DOOR AS SHOWN. 3. FOR EXTERIOR METAL SURFACES USE SEMI-GLOSS FINISH PAINT. E~ 18-0 O6 PAINT EXISTING METAL PARAPET CAP TO MATCH STC-01. U SrrO ARC - - - - ----- ---- L, ?'T_OPARAPET - -- -- -- O 03 03 O C G" BRADY W 23 07 NEW STUCCO SYSTEM WITH INTEGRAL COLOR, REF SPECS. w � PT-15 PT-15 R G ta'-o' — 08 APPLY NEW INTEGRAL COLOR STUCCO TOP COAT TO EXISTING,gh w T.O. PARAPET STUCCO. O C- 7] if 3 3 t -t 13 09 NEW STOREFRONT SYSTEM WITH MEDIUM BRONZE ANODIZED FINISH. �j —? Q N EQUAL EQUAL 10 ¢ \ WIT µ 02 NEW GLASS-FIBER REINFORCED WAINSCOT WITH WATER TABLE. �QF CA1.tFOQ� 11 NEW ALUMINUM SUNSCREEN SYSTEM WITH MEDIUM BRONZE z O ANODIZED FINISH. U 07 12 NEW ENTRY DOORS, REF DOOR SCHEDULE. STC-02 C 13 NEW CANOPY WITH MEDIUM BRONZE ANODIZED FINISH. O ^ U 14 NEW GLASS-REINFORCED CONCRETE TRIM, REF SPECS. w z a U . 15 NEW CMU KNEEWALL WITH STUCCO FINISH. PROVIDE CMU CONTROL O o JOINTS TO ALIGN WITH STUCCO JOINTS SHOWN. Q 0 F � 16 NEW GLASS WINDSCREEN SYSTEM, REF SPECS. z O . 07 14 OS 04 03 03 03 qZ } N 17 NEW METAL PARAPET CAP TO MATCH ADJACENT PROFILE. Q STC-01 STC-01 STC-01 STC-01 PT-15 PT-15 PT-15 z a 18 NEW SIGNAGE, GC TO PROVIDE POWER. REFERENCE SIGN Q 2 <w CONTRACTOR DRAWINGS. Q w 5 19 PAINT ANY EXPOSED EXISTING CONCRETE BLOCK. p U w 20 PAINT NEW DOOR AS SHOWN. �� M — 04 RIGHT SIDE ELEVATION — 0 3 REAR SIDE E L E VAT I O N 21 REINSTALL EXISTING SIGNAGE IN SAME LOCATION AFTER PAINTING IS COMPLETE. x SCALE:3/16"=1'-0" SCALE:3/16°=1'-O" 22 RELOCATE EXISTING SIGNAGE. GC TO PROVIDE POWER TO NEW U LOCATION. REFER TO SIGN CONTRACTORS DRAWINGS FOR LOCATION. 23 INSTALL NEW SHEET METAL PARAPET CAP. PAINT TO MATCH O CORNICE. F" U 24 INSTALL NEW PARAPET CAP AT SCREEN WALL WHERE DAMAGED O 07 01 PORTION WAS REMOVED. MATCH PROFILE OF PORTION TO REMAIN. PAINT AS SHOWN. 0. STC-02 23 w 25 STUCCO CONTROL JOINTS PER MANUFACTURERS Cil � O 28'-6'� RECOMMENDATIONS.ALIGN JOINTS AT OPENINGS WITH CORNER OF EXISTING NEW T O.PARAPET Y OPENINGS. co J FINISH FINISH Q N LU TO AS U CA t] REMAIN SPECIFIED 07 O Q Lu 03 21 02 23 06 03 06 03 22 06 07 2'-7r 2,_7; STC-02 p U o q z = PT-15 PT-15 PT-15 STC-01 25 zO ¢ W U LO 25 02 W4 U Q W Zt 23 25 Lu Z H _ 18,_0„ m LU T _ -- ------- ------ T.O.PARAPET O o 00 EQUAL EQUAL 23 13 >'' O Lu z --------- T.O.PARAP> z > W q EQUAL EQUAL, W In Z 02 � 24 PT-15 a in 25 25 =v 25 Z 16 U w ED o M � m q w x 03 03 20 19 05 19 19 07 14 14 16 15 14 07 15 z PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 STC-01 STC-01 STC-01 STC-01 0 ¢ — 02 LEFT SIDE ELEVATION a z ♦ W SCALE:3/16"=V-0" ¢ (n dF D o O Q = � Y q Q W 07 01 23 07 01 0 A504 18 A504 A0505 07 O (n STC-02 STC-02 STC-02 w O �ze'_6„ ------ _ U Y T.O. 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PROFILE TO MATCH C-068 BY STROMBERG ARCHITECTURAL PRODUCTS, INC. REF SPECS. 0 (BEYOND) D q w x 2'-71/4" 2'-7 1/4" C W aS�D ARn. APPROXIMATE LOCATION OF NEW SIGN, BRADY W FURNISHED AND INSTALLED BY SIGN R G COMPANY. REFERENCE APPROVED SIGN w SHOP DRAWINGS (SUBMITTED UNDER NEW INTEGRAL COLOR STUCCO SYSTEM ON SEPARATE PERMIT) 0 'S 77 ` METAL LATH OVER(2) LAYERS v (S1� \ WEATHER-RESISTANT BARRIER ATOP 1/2" FIENLWAL '- �\ EXTERIOR PLYWOOD SHEATHING ON NEW WOOD w 'S1 a,TE FRAMING (STC-02)-BEYOND. REF. SPECIFICATIONS 0 �QF CA1.�F� O U STUCCO CONTROL JOINT. REF. SPECIFICATIONS AND STUCCO z MANUFACTURERS RECOMMENDATIONS FOR 0 METHOD U O . D wo PAINT EXISTING PARAPET CAP (PT-15). � ' REF. SHEET A301 FOR EXTERIOR COLOR SCHEDULE 18'-0"A.F.F H ° O � � TOP OF EXISTING PARAPET Z O c� q W V = ' Q L 0 . NEW GLASS-FIBER REINFORCED PLASTIC CORNICE. PROFILE TO MATCH C-116 BY STROMBERG Q w U ARCHITECTURAL PRODUCTS, INC. 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X k x k k k k X k k k k k k k X k k x k k x k BOARD SOFFIT .; k k x k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k El PAINTED PT-12 Z k x k k k X k k k k k k k k x k k k x k �, k k ,� k x x k x k k C k k �` k k k k k k k k k x k x k k x k k k k k k k k x k k kk k x k k k k k k k X X X x Al k k k k x X k k x k k k x k k k k k k k k k k k k GWs kk Xk kk / / kk kk kk xk k kk Xk kk kk kk X k k xx kx kk kk k xk Xx A, kk kk kx kk Xk kk Xk kk k kk kX kk kk k Xk kk kk kk kk kk k kk A- A- kk xk Xk k k k k kk k k k k xk k kk k k kk X kk k k k kk k k k X kk k k 0 A- k k X k k k k X k k k k k k k k k k k k k k k x kk k k k k WD-10 k k k X kk k k k X k k k k k k k k k k k k kk k k k k k k x �, k WD-1 z k kk kms/ 77 7� k Xk k kk k k kk k kk k kk k k k xk k k k k kx k x k k kx k kk k kk k k k k kk k k k k kk k kk k k k k kk k k k kx k kk k k k k k W x / k k k k k k Al k k k k k X k k .� X x k x k k k k k x k x k x k k X x x k X k k X k k k al ISSUED / REVISED DATE NEW k k k kk k k k k kk k k k kkk k k k k kk k k k k kk k k k kk k k k X xx k k k kk k kk k k k k kk k k k k Xk k kk k k Xk kk MOV/w k k k kk k k k k kk k k k k kk k k , k Xk k k k k k k k k k k k k Xx k k X k kx k k k k k k kk k k k k Xk k k k k k k k k k SYST DOO C k k k k k k k k k k k k k k k k k k k k k k k k k X k k k k k k k k k k k k k k k k k k k fX kk k x kkk k Xk k kk kk k Xk k xk k k k k k kk xk k xk k WC-05 A- k Xk A- k A- k kk k kk �, kk k Xk kk k kk k kk kk kk k xk Al k Xk k xk WC-0 O k k k k A k k k k X k k k k k k 0.' k kk k k kk k kk k k k k xk x kk k / / k kx x -r k k k k X k k k kk k x k k k x k k k k k k k k k k k k k k k x k k DOO W 04 x / k k k k k k k k k k k k k k k k k k k k k k k POCK F. k k k k k k x k k k k X k k k k k k k k k k k k k k k k k k k k k k k k k MILL k kk kk k XX k k kk k kk X kk k k XX k k k k kk k k k k kk k kk k AlXx k kk k k kk k kX k \ kk k kk k k k k k k k �, k k X k X k k k k k k Al k k k k k k k x k k k k k X k k k k k k �, k k k k k X k FD FF71 r k k k k k k k k x N DPM: DRAWN BY: k k k k k k k x k k k x k k k k k k k Q JH CB WD-07 kk k kk kx Al xk k kkk \ / \ / k Xk k kk k kk kk X kk WD-0 STORE No: CHECKED BY: 1501 BB NEW a ISSUE DATE: MEDIA CREDENZA, Q 12/07/2016 REF 07/A211 Q SHEET NUMBER 09 ENTRY DOOR _ 05 PRIVATE DINING 1 _ 01 PRIVATE DINING 2 SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" A601 Q W4 INTERIOR ELEVATIONS w b0 L x w a. GENERAL NOTES U A. FOR ROOM FINISHES, REFER TO FINISH SCHEDULE AND ROOM FINISH SCHEDULE AT SHEETS A801 &A803. n V) x Q ti w O WD-10 PT-12 WD-10 Q WD-10 � O WD-10 WD-10 WD-10 k k k k k k k k k k X k k k k k X k Al k Al X X X X. k k t A- k k k k k k k k k k k k k k k k k k k k k k k k X X "� k k k k k k k k k X k k k WC-05 X k X k k X X X k k k k X X X k k k k k A- A �` k k k k H GDAR k k k k k k k k k �" k k k k k k k k k k k k k X k k k Al k k k k k k k k k k k �. k k k k X k k k WC-OS k k WC-05 w ,aS` Cy/ WC-05 kk A'k kk kk kk kk kk kk kk kk k kk Ar kk kk k kk kk kk kk X kk k kk kk kk kk k kk kk Xk kk k kk k kk kk k kk k kk �. kk kk k k k kk kk k kk k kk kk kk kk k kk kk kk kk k kk kk kk k ()F,I-,\ S T-04 X z �(� k k X k X G BRADY W k k k k k k k k k k X k / kA W R 77 l lG kX Ar A- A- A- kk k kk kk kk kk kk kX k kk kk kk 'k k kk kk kX kk k kk k kk kk k -k )v k kk kk k kk k kk k kk Xk k kk k kk k'� k k kk k'� ,j k Xk k kk kk kk kk X kk k kk XX k kk k Ar kk kX Xk k kk k // k k �" CA k k k k k k k k k k k k k k k k '� X k k X k k k k k k k k k k k k k k O k k k k k k k k k Ar A,A- k k k kk k kk k k k k A- X k X k k k k X k k k kk k k k k kk kX k k X k kk k kk k k kk k Al X k k k kk a- kkkk 3 q�3_��� kk k kk k k Ar Al ENCWAL k kk k kk k kk X k Xk k kk k kX k k kk k kk X Al kk X kk k kk X k kk k kX k k kk k kk k k k' WC-05 kk k kk k k kk k kX k k kk kk k kk k'` �. kk k kk k k kk k k kk WD-07 O Y�Q OW,iE X Ar A- k A- k k kk k kk k k kk k kk k k k k kk X kk X k kX k kX k k k k kk k k k k Xk k kk k k k k Al k k k kk k kk k k kk k kk k k k k kk k k k k kk k kk k k k 5-04 k z F CA1. A k k k X k k k k k k k k k k k .� WD-07 k k k k X k O k k X k kX k k k k k k kk k k k k kk k k k k kk k k Al kk k kk k Al k k kk k '� k k kk k kk k k k k u WD-07 k k k k k k �" k k k k k k k k k k k k k k k k k k F W D-07 `n z O U m Z a O LEEK WD-07 WC-05 WD-07 �w > w W — 04 SERVICE BAR 0 o � a 0 — 07 BASEMENT MAIN DINING SCALE:3/8"=1'-0" z o SCALE:3/8"=1'-0" w o . Q ww � P. w W z o WC-05 WD-10 WC-05 WD-10 PT-12 WD-10 x U x X cq x k k k k k k k k k kk k kk k k k Al Xk k kk k k kk k kk k k kk k kk k k k 0 k k X k k k kk 'I \ k X ,Yk k k k k kk k kX k �` kk X kX k k Al "� kX k k k k kk k kk OPEN k k 0 0 X k k k k k X k k X k k k k k kk k k k k kk k k k k k k kk k k k k kk k k k k FRP-03 k k W kk Xk k k k k kk k kk "r k Al k kk k k k k kk k k 'k \ ST-04 k WC-05 w (] k k k k k k k k k k k k k k k k X k k X X k k X '� (0 kk X k k kkk kk Xk k kk kk kk k Xk k A- A- A, k X k k X Ar Ar X kk X k kk k kk kk k XX k kk '•� W k k k k k / k k X k k X k k k k X kk k k kk k kk k k k k k k k / L L J L J k U O X k k / X k k k k k k k k 'Y / O Q r k k k kk k k k k k k k k kk kk k �- kk k kk k Xk k k kk kk kk kk / k k 0 LU jjj O k k k k k Al k k k k k k k k k k k k k k k k LO Q Z = IY N w U g � OTB-02 QTB-02 w U Q W EXISTING BAR N WD-07 WC-05 WD-07 WC-05 WD-07 EQUIPMENT TO w Z ~ REMAIN BASEMENT MAIN DINING SERVICE BAR o LU x SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" 0 z LU LU LLr) Z W � a 04 A706 DM-02 DM-02 DM-02 U SLIDING MAPLE DOORS BEYOND BEYOND BEYOND WD-10 WD-10 WD-10 WD-10 STAINED TO MATCH S-04 Q k -�- k k k A- A k k MAPLE WALL PANEL k k k d / k k "BEYOND STAINED TO k k k Al / k k X MATCH S-04 T Al k kr k NEW BACK BAR 0 k MILLWORK / k X � � "'BLUE GROUSE" FLOAT k k k WINE DISPLAY SYSTEM k k k Q k (TYP. EACH SIDE OF k Al X X PL-02 k k TELEVISION) k k k k WC-OS w nfi k k o o k k k k K k k k k k k WC-05 � X k A' k kk k X kk k "r k k EXISTING z w \ k / \ / \ / \ k k X k BEVERAGE ti kl4 kk X X k k Xk k k k k k k COOLERS TO C5 REMAIN O Q � Y MAPLE BASE WD-07 Q Q CABINETS,WC-05 WD-07 STAINED S-04 WD-07 w O U) A — 02 SERVICE BAR � w SCALE:3/8"=1'-0" U ra � O Q WD-10 WC-05 MAPLE WALL PANEL TV MOUNTED TO WALL WD-10 WC-05 `' BEYOND STAINED TO BEHIND DOORS Z MATCH S-04 0 WC-05 WD-10 cn w k k k k X k k 0 j k k k k k k k k k k k WD-10 Al k k k k z k k k k k k k k k k k k k k k k k k N / kk kk kk T.V. kk k kk kk kk kk k kk kk kX kk k WC-05 X k kkk a"k O k kk WC-05 Cq ISSUED / REVISED DATE k k XX X k XX k k k k kk k w \ k Xk XX k kk k kk kk k kk k kk kk k k ST-04 k k kk k k PL-02 Ll C Ar \ \ \ \ \ k k k k k k k k k k k k k k \ / \. / \ k k k k k k k X C k A- k k k P. \ k k k k k k k k k �. k X WC-05 k k k k WD-07 k k k QTB-02 Q SLIDING MAPLE MAPLE BASE w DOORS STAINED CABINETS, WD-07 TO MATCH S-04 STAINED S-04 WD-07 FRP-03 NEW DOUBLE z DPM: DRAWN BY: ACTING DOOR, O JH CB B REF DOORSCHEDULE v STORE No: CHECKED BY: s 1501 BB — 05 BASEMENT MAIN DINING _ 01 SERVICE BAR w ISSUE DATE: Q 12/07/2016 SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" z SHEET NUMBER O 3 A602 Q W4 INTERIOR ELEVATIONS w L GENERAL NOTES 0 w A. FOR ROOM FINISHES, REFER TO FINISH SCHEDULE AND ROOM FINISH SCHEDULE AT SHEETS A801 &A803. U_ B. REF SHEET A213 FOR PLUMBING AND BATHROOM ACCESSORY SCHEDULE. � C. MIRRORS SHALL BE MOUNTED SUCH THAT BOTTOM OF REFLECTIVE C7 SURFACE IS 40"AFF MAX ABOVE FINISH FLOOR. a q w O Q a O t 3'-3 1/2" w �S�D ARCy/ k k k -'� k k k k k k k k 0 `7v BRADY W � 04 A- k k �- k '� k k ,� k k k k k k P. �/ R C7 k ' k k k '� k k k k k k k k k k k k k k k k w OPEN k k k k k k k k k k k k k k k k k k k C 77 - k k k k k WC-08 k k k k k k k k k WC-08 k k k k WC-08 p WC-08 k k WC-08 k WC-08 k k J k k k k k k "� k Alk k k k k k k k k k k k � 'S-3 � '�7 k k k k k k k k k k /� r k k k k k k k FIENLWAL k k k k �' k k k k k k k k d Y�\ OW,iE !O MAPLE k k k k k k k k k k k MAPLE k k k k k k k MAPLE k k k k k k k k k k k k k MAPLE k k k k k k k w -(, WOOD TRIM k k k WOOD TRIM MAPLE k k k WOOD TRIM k k k k k k WOOD TRIM k k k k MAPLE 0 CiAL STAIN S-04 STAIN S-04 WOOD TRIM STAIN S-04 WOOD TRIM REF. 08/A213 3'-0" REF. 08/A213 STAIN 5-04 STAIN S-04 REF. 08/A213 STAIN /A2 A008 REF. 08/A213 REF. 08/A213 REF. 08/A213 Ua AUTO FLUS 2'-0" 1'-0" VALVE A006 e z P003 TL-12 P002 QS-01 O " U w NO o TL-12 TL-12 TL-12 x w 'z OPEN N a O o z I z � I A002 P001 1'-51/2" Q O = ' Q O MENS _ MENS _ WOMENS _ WOMENS VLu 16 12 08 04 a W SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" M x U x O U ti O a k k k k TL-14 k k FT? Ar kA- k k k k kk k k k k OPEN kk k k 'Y A- k k k WC-08 A- k kk k k k k kk k k OPEN / O WC-08 k co k k k k k kk k k k k kk k k k k kk k k k WC-08 k k k k k kk k k k k co k k A k k k A- k k k MAPLE k k A- k k k k k k k k k k k k k k k k k kk k MAPLE MAPLE A- k k kk k k k k k U � p WOOD TRIM k k k k o k k A A008 A008 WOOD TRIM k k k k k U STAIN S-04 WOOD TRIM STAIN S-04 p Q REF. 08/A213 STAIN 5-04 /� // REF. 08/A213 w U W REF. 08/A213 O t LO P008 O Aolo QS-01 w U U o QS-01 Q LU *k d TL-12 m Z U N _ 11.1 O O N N OPEN OPEN > O LU D- TL-12 > x o z LU MENS MENS WOMENS WOMENS z SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" Q z w k k PT-10 kk PT-10 k k k k k' A- k k A- k k k k Q k k k k k k k k k k TL-14 k k k k k k k k TL-14 k k k k k WC-08 k k k k k k v� WC-08 Al WC-08 k k k k k -- k k A- r k k k Z k k k k k k k p k k MAPLE k A- k k k k k k k k k k Ar k A008 A008 WOOD TRIM k k k k k k k A008 A008 k k k k k WOOD TRIM k k k k k kk k k MAPLE U STAIN S-04 WOOD TRIM REF. 08/A213 3'-0" REF. 08/A213 � MAPLE P009 P008 P009 P009 P008 Poo9 q WOOD TRIM 1'-0" 2'-0" A006 z 4b Lu (n STAIN S-04 QS-01 QS-01 d ti REF. 08/A213 A002 U T�T d N C 1 W MAPLE WOOD P001 ~ PLUMBING SHIELD O TL-12 STAIN S-04 TL-12 TL-12 TL-12 w O — 14 MENS _ 10 MENS _ 06 WOMENS _ 02 WOMENS SCALE:3/8"=V-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" 0 Q a z 0 k k k k k k k k k k 0 k k k k k k k k k k k k k k k k k k k �, k k k k k k k k k w k 04 k k k k Al OPEN k k k k k k k k k k k k k k k k OPEN k "� k k k k k Al kk k k k k kk k k k k k k U kk k kk k k kk k kk kk k k kk k kk k kk WC-OS kk k kk k k kk k kk Al k k k kk WC-O8 kk k kk k k kk k WC-08 WC-OS k kk k k k k kk k k k k k k kk k k W WC-08 kk k kkkk k kk k A, k kk k k kk k k k kk k A, kkk k kk k kkkk k kk k k ti k k kk k k kk k k k MAPLE k kk k kk k A- kk k kk k kk k k kk k q ISSUED / REVISED DATE MAPLE k k k k k k k k k k k k A- k k k k MAPLE k k k k k k k k k k k k MAPLE j A- k k k k k k k k WOOD TRIM MAPLE k k k k k k 0 WOOD TRIM WOOD TRIM WOOD TRIM STAIN S-04 WOOD TRIM STAIN S-04 STAIN S-04 STAIN S-04 REF. 081A213 STAIN S-04 REF. 081A213 REF. 08/A213 611 4' 0" REF. 08/A213 REF. 08/A213 4'-0" 6" w a. A016 P008 P. w QS-01 0 TL-12 / \ TL-12 A018 � TL-12 N 8" N TL-12 c? 2' 0" TL-12 0 811 N W� ti N OPEN OPEN V7 A001 v DPM: DRAWN BY: z at p JH CB Pool A004 A004 Pool v STORE No: CHECKED BY: TL-12 a 1501 BB a ISSUE DATE: N 12/07/2016 — 13 MENS _ 09 MENS _ 05 WOMENS _ 01 WOMENS cn a SHEET NUMBER SCALE:3/8"=1'-0" SCALE:3/8"=1'-O" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" Q A603 q W4 INTERIOR ELEVATIONS R cl GENERAL NOTES A. FOR ROOM FINISHES, REFER TO FINISH SCHEDULE AND ROOM FINISH SCHEDULE AT SHEETS A801 &A803. a E- in B. REF SHEET A213 FOR PLUMBING AND BATHROOM ACCESSORY vn SCHEDULE. C. MIRRORS SHALL BE MOUNTED SUCH THAT BOTTOM OF REFLECTIVE 3 SURFACE IS 40"AFF MAX ABOVE FINISH FLOOR. � w isw z u SED ARC i WD-10 WD-10 0 moi" BRADY W T �. k �` k k k 4a« �/ R G A k k k k X k kk k k X kk k k k k WC-08 4 k k x k k k k k k k k k k k k _� k k ® Ci" 77 k k k k X k k k N -5--31 -t7 k k k / X k k k k k '�" TL-14 k k k z WC-05 k k x k x k MAPLE k k MNewAL Ar / k k STAIN TRIM // // TL-14 kk k kk x XX x k kk /_;io� D TRIM ® �Cfi CAI\FAQ, k Al X k A008 A008 x k k MAPLE @ y MITE REF. 08/A213 A008 x k x k x k IN 5-04 X x k EF. 08/A213 X k OS-01 P009 P008 k k x �/ 3'-0" TL-12 k k xk 2'-0.. A' \ k k k k k k �n M 0 �� W Z WD-07 k k k k N rx J N 1 6,. ® E - WC-05 WD-07 O U O • A002 P001 � Z � • MEN LOBBY MENS WOMEN LOBBY WOMENS a V � - SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-O" m O 3 WD-10 k k k WC-08 k k x k MAPLEX WC-05 WD-10 k x k k RIIA x x k k x WOOD TRIM k k k k \ w WC-05 Al k k x k STAIN S-04 x k k k k k k X k k k k k WC-08 > � A- k k REF. 08/A213 k \ k k k k k X k k k k k MAPLE (p k k k X k OS-01 k k X X / x k k k WOOD TRIM �« 0 N J k k X \ X k k x k k x k k x k STAIN S-04 0 p kk X k k kk P008 x xX kX kx k WC-05 / k k k REF. 08/A213 ® Q 0 r x k OPEN x 04 w U w 9 k k x k x k x k k X k k k k / x k k k k Z = w N Ar k X k k k k k k X P008 w r ' O k k k 2' 0„ k k kIrU Q k k x TL-1w it 2 k WD-07 X k X k w X k k k n OS-Ol w k k N m U pq A' xk kk k co N k k k M 2' 0�, TL-12 O � w X k tv N k k k \ N ® /V (] f a O w O WD-07 ® w >a x c� Z > w - 15 MEN LOBBY _ 11 MENS _ 07 WOMEN LOBBY _ 03 WOMENS LIDZ SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-O" SCALE 3/8"=l'-O" z O wa WD-10 k x PQ WD-10 WC-08 k k k X X k WD-10 WD-10 k k k @ k k MAPLE kX k k k k kk k TL -14 k kk x kk kk k WC-OS X k Al k X k k WOOD TRIM k k x k k k k X k k k k x x k k A- 04 x k k k x k k x STAIN S- k '� k k k k A- A k x k k k k k A- A, k k k k k MAPLE WOOD x X k k X X k REF. 08/A213 k k k k A008 k k k k k k x k �/ k k k k TRIM STAIN @ WC-05 k k k k k k k k k WC-05 k k k k k k k P008 k k k x S-04 REF. k k k k k k k k k TL-12 3- // P009 X k k X k k k k WC-05 08/A213 k k k k k kk k k k k kk k WC-05 A006 X k k k k kk k k k A008 w k Ar k k k �" k x A- A- A- X @ rr^^ Al k k x VJ k X k k k x k kk X k F kk k k k k kk k k 2'-0" D k k k k k k k -� x o o M k k k k X X O k k Xk k kk k k kk k 1'-6° w N kX k kk k X XX kk x TL-12 mC Y A- k WD-07 X X k k k k k k WD-07 X k k x k X k k a� w 17"-18" p001 A002 F— W D-07 0 W D-07 w - 14 MEN LOBBY _ 1 MENS _ 06 WOMEN LOBBY _ 02 WOMENS a SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" @ .a @ z a� WD-1 0 WD-10 ¢tea A- k k x k k k k k k k k k k k k kk WC-08 k k A- k X kk k k kk k k k k kk kk k kk kk k WOOD TRIM Q ISSUED / REVISED DATE A k k WC-08 k k k k k k. a. k k X x Qn k k k k Ar k kk k k MAPLE k X k X k kk X k k k k k k k k k k k x k k '� k x X k '� k STAIN S-04 k k k X k WOOD TRIM k k x X k k X X k WC-05 k k k x k k x x x k EF. 08/A213 k X X k STAIN S-04 k k X k k k k X REF.08/A213 A016 k k k k k \ k k k WC-OS k k x k k k k IF�aL k k k k k k A` 4'-0° k k k k TL-12 4.0 6 OS-01 k k k- A, k k k k k k k k N A' k x k X 2'_0" o k x x � XX x k k X N' 8.. P001 k2 0 x kk k l A001 8' N TL-12 k k k �y k k k in R k _ X k k k _ wD-o7 k - N X Pool DPM: DRAWN BY- ® JH CB wD-o7 A004 A004 STORE No: HECKED BY: 1501 BB ISSUE DATE: 12/07/2016 13 MEN LOBBY _ 09 MENS _ 05 WOMEN LOBBY01 WOMENS SHEET NUMBER SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" A604 G1� Qn INTERIOR ELEVATIONS ww L 1'x4"MAPLE LED STRIP LIGHTING 088 I'x4"MAPLE LED STRIP LIGHTING x WOOD TOP RAIL UNDER AIL, REFERENCE A70I WOOD TOP RAIL UNDER RAIL, REF 0 STAINED (S-04) d ELECTRICAL DRAWINGS STAINED (S-04) ELECTRICAL a ALL WOOD FINISHES AND SPECIES TO MATCH (WD-07) U I I � N WALL FINISHES AND 14 N SUBSTRATES AS SCHEDULED 2"xl/2"FLAT BAR 2"xl/2"FLAT BAR A701 TOP PLATE TOP PLATE d 2"xl/2"FLAT BAR 2"xl/2"FLAT BAR BASE PLATE WELDED TO TOP w ATTACHED TO AND BOTTOM w 2"xl/2"FLAT BAR FLOOR PLATES,TYP WELDED TO TOP O NOTE: 2"xl/2"FLAT BARS d AND BOTTOM � ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR WELDED TO TOP o PLATES— MATERIALS LAT o a MATERIALS MUST BE SMOOTH AND FLUSH. AND BOTTOM M M 0 q REDUCER STRIPS ARE NOT PERMITTED PLATES N EQ EQ 08C TYP TYI 1x6 MAPLE SOLID O A701 1/2"DLA HOLE WOOD TRIM WITH FOR ANCHOR EASED EDGES (WD-07); ATTACHMENT 08A STAIN (S-04) CARPET AS SCHEDULED BRASS ORCARPET DGOLD GING STRiP B2"xl/2"FLAT ASE PLATE BAR BSE P FIST BAR A701 U ED AR I I I I I I I Ii I I I I I I I I I II I I III IIIIIIIIIIIIIII I I I I I I I I ATTACHED TO ATTACHED TO C % Cy�� ° ° d°. . FLOOR—IL4„ 4„ FLOOR — 0 �)v BRARD 4 Y G 4 ca dd c 4 4 d ° 4 44 ca d a d a ° d.° 1/2" N TYP TYP NOTES: d 4 ca c a a d d �d 4 TYP 1 ANTIQUERONZEFPROVIDSAMPLE w 9 4 o C- 77 EXISTING TO BBI FOR APPROVAL PRIOR TO CARPET TO CONCRETE CONCRETE SLAB 1'-0" 9 1/2" 1'-0" 9 1/2" 0" 2° FABRICATION/FINISHING d Y�3 3� -� O O TYP TYP TYP I]P TYP ^Typ^ 2. ALL FASTENERS SHALL BE CONCEALED FLOORING AS w \AE SCHEDULED O QF CALF A RAIL DETAILS B u Q o HARDWOOD FLOOR — O V BASE DETAIL AS SCHEDULED SCALE:1 1/2"=1'-0" — S z VARIES, REFER 1 I/2"WOOD O SCALE:6"=T-0" TO FLOOR PLAN TOP CAP U WOOD CAP W/3/8" $ .,/L � 011111110-1 . a ° 4 CHAMFERED EDGES T.O.WALL ' �- 4 ° z ° 4 FRAMELESS GLASS 3/4"' P (MATCH EXISTING) 0. d ° a' F HARDWOOD SURFACE \ O w EXISTING DIVIDER GL-10 O ° CONCRETE SLAB REDUCER TO MATCH z V WOOD FLOORING qZ } N O HARDWOOD TO CONCRETE 1x4 WOR TRIM d z a wD-lo Q ° 1x4 MAPLE HANDRAIL2x WOOD BLOCKING Q w 3/8"PLYWOOD MAPLE CONTINUOUS SEALANT VENEER STAINV NEW CERAMIC TILE CONTINUOUS TOP PLATE w z EACH SIDE S-04 o AS SCHEDULED VARIES, EQUAL EQUAL -•I�-IY FOR PARTITION TYPE d . °4 1 x MAPLE WALL CAP, 2X STUDS AT 16" O.C. ALL WOOD FINISHES AND REF PLANS ° a STAIN5-04 SPECIES TO MATCH (WD-07) SEALANT BOTH SIDES a a 4 08B x 3/8"CHAMFERED o ° 4 � OSA A701 eOMIT FINISHES THIS SIDE AT SIM � 1/4"STEEL PLATE CHANNEL EDGES A701 EXISTING NEW SCHLUTER SIR (P I O PROVIDED WITH COUNTERSUNK CN 1 X 4 TRIMWD-10 w CONCRETE SLAB "SCHIENE" MT-OS U HOLES FOR 3/8"SCREWS AT 18"OC STAIN 5-04 WOOD BASE, REFER TO DETAIL CONTINUOUS BOTTOM PLATE N OTII.E TO CONCRETE o4/A7o1 w D 2X FRAMING AT O 16" OC a 5 w WELD CONT 5/16" STEEL PLATE Lu TO CHANNEL L 2X BLOCKING C7 > (fl co FLOOR FINISH 4 DOOR a AS SCHEDULED HARDWOOD FLOOR EXISTING OR NEW p AS SCHEDULED CERAMIC TLE p LOW RAIL PLAN W O Q O WALL FINISH — / SCALE:1/2"=1'-0" a• T.0.Sb0i x LLI (� w o d w L0 c d 4 - a 4 as 4 4 SPLASHSEAL OR WALL P EDGE F d U U E - 16 HEAD EXISTING EXISTING OR NEW _ 11 GLASS DIVIDER BACK SPLASH ST-04 _ 03) TYPICAL LOW WALL DETAIL wLU SCALE:11/2"=1'-0" CONCRETE SLAB SCHLUTERSTRIP"SCHIENE" SCALE:3"=1'-0" 1'-10" SCALE:11/2"=1'-0" jj� m Z W OHARDWOOD TO CERAMIC TILE MT-0S sT-o4 O o O w CARPET AS SCHEDULED ZO W LU MT-08 w WOOD TRIM z UJ FLOAT FLOOR AS � q REQ'D TO ENSURE SCHLUTER STRIP"SCHIENE" BENT STAINLESS NEW GLASS WINDSCREEN oo STEEL DEFLECTOR 2" Lo z CARPET TRANSITION IS HARDWOOD FLOOR AS SCHEDULED REFERENCE 07/A702 2" w FLUSH W/ADJACENT FLOOR Q �nnnnninnniuullllll NEW WALL CAP TO 81/2" 10" 105/8" EXISTING 4 °4 d CABINET INTERIOR E 4 ° MATCH MARY PATIO VERIFY WITH MFR TYP CONCRETE ° ° ° 4 KNEEWALL TO NEW 1-1/2"THICK WALL PL-02 SLAB ° Q 4 SURROUND FIREPTT CAP ®a U DOOR _ TRASH RECEPTACLE w WELD CONT 5/16"STEEL PLATE TO JAMB O CARPET TO HARDWOOD 1 ep BY OWNER CHANNEL AT FLOOR,WELD TO 3"x3"x5/16" B NEW STC-01 STUCCO 1^ z q STEEL ANGLE BOLTED TO FLOOR WITH SYSTEM OVER 1/2" ALL WOOD FINISHES AND i w CEMENT BOARD, REF ;n EXPANSION ANCHOR NEW OUTDOOR SPARK SPECIES TO MATCH (WD-07) d SPECS i VARIES �N 1/4"STEEL PLATE CHANNEL WELD TO + + + + LINEAR BURNER SYSTEM I REF.PLAN x CHANNEL ABOVE AND GRIND SMOOTH CARPET AS SCHEDULED PROVIDE SCHLUTER 0 STRIP"SCHIENE" MT-08 ¢ CS 1/2"CEMENT BOARD PLYWOOD VENEER DOOR WITH z PROVIDE COUNTER SUNK HOLES FOR 3/8" D 6"METAL STUD Q O SCREWS AT 18"OC FLOAT FLOOR AS REQ'D TO FRAMING + + Q + + HARDWOOD EDGES TYP. ENSURE CARPET TRANSITION IS � U FLUSH W/ADJ. FLOOR EX6TING OR NEW ¢ 6"METAL STUD FRAMING d SEALANT BOTH SIDES CERAMIC TIE •°® u x 3 U PROVIDE LINEAR H w � L-------------� w DOUBLE STUDS AT JAMBS VENT PER MFR �IIIIIIIIIIIIIIIIIIII III I IIIIIIIIIIIIIIIIIIIIII x N VA, FOR PARTITION TYPE 4 ° d 4 REQUR2MENTS, NEW CMU KNEEWALL q Lu VARIES REF PLANS a a a a a a PAINT WALL VENT TO WITH STC-01 STUCCO BASE TRIM d (n 'A MATCH STUCCO D ° � 4 FINISH, REF 07-A702 ti ° METAL TRACK FLOOR OODUFINDH AS 3' O EXISTING OCARPET TO TILE CONCRETE SLAB 11 1/2" q Y 1'-7" _ 06 P.O. S . TRASH RECEPTACLE ' w NOT USED w FLOOR TRANSITIONS SCALE.11/2 -1 0 _ 02 0 - 15 JAMB - 13 _ 10 FIREPIT SECTIONSCALE: N.T.S. w SCALE:3"= SEAL TOP EDGE OF o 2 SCALE:1 1/2"=1'-0" SCALE:1 1/2"=l'-O" SPLASH TO WALL 11 BACK SPLASH ST-04 2'-2" A701 11_10" 0 1 1/2"WOOD RETURN TOP CAP WITH Q UPHOLSTERY I 3/8"CHAMFERED 07 DOWN TO TOP EDGES A702 OF WALL I I z TYP I I O 10' e e `n WOOD TRIM e e a `1X4 WOOD TRIM, 2 31/2" TOUCH LATCH •S• 711 SPARK LINEAR BURNER a e SYSTEMS, OUTDOOR. (2) 2 x 4 MAPLE WOOD TOP e LED STRIP LIGHTING, RABLUWORLDWATERWALLOOIL-RUBBEDBY e e STAIN 5-04 RAIL 5-04 MODEL #LOD60 SYSTEMS ti REFERENCE ELECTRICAL BRONZE FINISH WITH STORM WITH FIRE GLASS MEDIA. o v 2X WOOD DRAWINGS GLASS SURFACE. UP-LIGHTING q ISSUED / REVISED DATE w JA EASE EDGES KIT, DRAIN, AND AUTOFI:L CABINET INTERIOR e e BLOCKING OPTIONS SHALL BE INCLUDED. U PL-02 0 o O REFER TO MEP AND MER FOR 3/8"MAPLE O PLUMBING AND ELECTRICAL o d w NEW BREAK METAL REQUIREMENTS. ALL 10 w� ALL WOOD FINISHES AND VENEER m C CAP PREFINISHED TO CONNECTIONS SHALL BE A701 SPECIES TO MATCH (WD-07) P. - PLYWOOD O O 2"xl/2"FLAT BAR MATCH WATER CONCEALED WITHIN THE 94 a STAIN 5-04 O p TOP PLATE FEATURE BASE EQ. EQ FRAMED BASE. REF MEP AND MFA FOR e VARIES e m REQUIRED GAS AND o ELECTRICAL CONNECTIONS 2 REF PLAN e 2X STUDS AT Q FASTENERS @ 6"O.C. _ _ 0 0 6'p OC STAGGERED BOARD NCRETE + + + + e e 1 + + + + NEW STC-01 STUCCO PLYWOOD VENEER DOOR WITH 7 3-5/8"METAL STUD MAIN PATIO KNEEWALL HARDWOOD EDGES TYP. CONTINUOUS O DPM: DRAWN BY: SYSTEM OVER 1/2" ' FRAMING WITH GLASS WINDSCREEN •� e 2 BOTTOM PLATE CEMENT BOARD, WOOD BASE, U STORE No: CHECKED BY: REF SPECS METAL TACK REFER TO DETAII 1501 BB BASE TRIM 04-A701 a ISSUE DATE: N FLOOR FINISH AS 3" q 12/07/2016 SCHEDULED a SHEET NUMBER 14 HANDRAIL CAP _ 12 WATER FEATURE SECTION _ pg FIREPIT PLAN 05 P.O.S. STATION BOOTH DETAIL 3 A701 SCALE:3"=1'-0" SCALE:1/4"=1'-0" SCALE:11/2"=1'-0" SCALE:11/2'-1 0 SCALE:11/2"=1'-0" N DETAILS w d NEW DECORATIVE STAINLESS t STEEL(SS-01)CAP x NEW 3/4" PLYWOOD O x ATOP EXISTING FRAMING „ 2'-4" a� a RADIUS EDGE U — 5-0A.F.F. 1 _6„ 10" 4 NEW 2X BLOCKING AS 0 EXISTING WALL REQUIRED ALL WOOD FINISHES AND ELECTRICAL CONDUIT NEW DECORATIVE SPECIES TO MATCH (WD-07) NEW CEILING 1/2" SYSTEM COVE LIGHT FIXTURE STAINLESS STEEL(SS-01) q INSTALL ATOP EXISTING FINISH w AS SCHEDULED BLOCKING w O AS EXISTING WRAP FRAMING TO H NEEDED REMAIN w 03 I 02 O EXISTING WRAP FINISH TO A702 A702 a NEW CROWN NOTES: REMAIN (BATTENS AND q a MOLDING ?_ RELIEF TO BE REMOVED) o w 1. ALL SS FASTENERS AND 4x * IN SEAMS TO BE CONCEALED SEAL (SS-01)TO TOP OF v _ 3' PLYWOOD MAPLE BLOCKING AS REQUIRED a FROM PUBLIC VIEW. QUARRY TILE 9 VENEER PANEL W/ O M 2. SEAL NEW SS TO ALL N HARDWOOD EDGES ON r� EXISTING QUARRY TILE BASE I EXPOSED SURFACES, ADJACENT SURFACES, STAIN (S-04) Z a SOLID WOOD TRIM - NEW OR EXISTING (V + 3„ I W aS�D ARCy/� 3/4" PLYWOOD 1 1/2" BASE (WD-07) " �� SUBSTRATE 3/8,. STAINLESS STEEL WRAP SECTION �� BRADY Y G 2"X4" BENT Q w SOLID WOOD TRIM STEEL BRACKET O V O C- 77 MAPLE VENEER WALL PANEL d Y�� a,T O z NE—NCWAL a o QF CA1.�F ALL WOOD FINISHES MATC AND 43/4" 41/2" EQ EQ. HOSTESS STAND ELEVATION SPECS SHALL MATCH (WD-07) OT 9 1/4" RECTANGULAR CAST STONE — 5 — 11 LIGHT COVE DETAIL ALUMINUM POST WALL CAP SCALE:1"=1'-0" 3/8" GLASS 1/4" RADIUS N EDGE (TYP.) U SCALE:3"=1'-0" " z COUNTERTOP 5 ° °d _.q ° _ __o o ° e_ - 05 ALL WOOD FINISHES AND ' a d ° a s A702 SPECIES SHALL MATCH (WD-07) a c d ° a a d Q v u m N ° d b °a nd Z d4 e a LOWER Q +0— COUNTERTOP vi ° COUNTERTOP Q z T-04 w O io io Cx H z 3/4" Z} LINEAR LED CABLE " PLYWOOD a V U w LIGHT(FL-2) UNDER LIP v MAPLE VENEER w z PANEL � - OF SCREEN WALL CAP. � M 1 3/4" m 1 REFERENCE FIXTURE W/HARDWOOD LU SCHEDULE, SHEETA. = EDGES N I I EXPOSED STAIN A208 o SURFACES STAIN 2'-8" p� #3 STEEL BAR- (S-04) U s, COORDINATE �j x 4' PLYWOOD MAPLE 1!J VENEER COUNTERTOP M 0� L LOCATIONS WITH � o O � WITH HARDWOOD 13" EAL TO WALL W WINDSCREEN 04 EDGES STAIN (S-04) LIFT MANUFACTURER A702 O OPENING QUARTEROUND STOP 0� 8" CMU WALL N ROUTED 1/4" ti U} - WITH STUCCO _ SLOTS AT O rr, LU FINISH EACH SIDE LOWER a� CABINET w LLI SOLID GROUTED 2"TYP. 2"TYP. DOORS TO Q CELL WITH 2,500 ALLOW FOR AIR U > (c) PSI GROUT FLOW TO (0 PLYW OD NSIDE, TYP. U 0 csq MEDIA OUTLET SUBSTROATTEE 21/2 2" EQ. 2" EQ. 2" EQUIPMENT a Q m w FOR TV 5 2 2 1/2" ALL PANELS O Q O CABINET WITHOUT x w U W DRAWER LO REMOVABLE qz Z = O PANEL WINDSCREEN HOSTESS STAND ELEVATION Q "� �-' – _ _ vw4 U Q W *k Lu P H ADJUSTABLE TV SCALE:6"=1'-0" SCALE:1"=1'-0" CO Z SHELF LU O ao v 4" PLYWOOD MAPLE ALL WOOD FINISHES AND O 0 c� VENEER PANEL W/ SPECIES TO MATCH WD-07 `' O H 0_ ( ) COUNTERTOP z W X HARDWOOD EDGES O w ON EXPOSED 05 q Z SURFACES STAIN A702 w� LL) (S_pq) 5._2„ 2 1/2"TYP. 4" PLYWOOD MAPLE w z LIFT MOUNTING VENEER PANEL W/ ARM HARDWOOD EDGES Q 14"ALUM. SPACER ON EXPOSED � } SURFACES STAIN Fz TV LIFT ~ q' DARK BRONZE FINISHED w ALUM. CHANNEL 06 DECORATIVE A702 MATERIAL (DM-01) q v w v Q x 1"*3/4 4" DARK BRONZE Z — 10 MEDIA CREDENZA SECTION LED STRIP HANNELIGHT INSIDE FINISHED ALUM. ALUM. CHANNEL 04 CHANNEL W/LED A702 STRIP, TYP. U SCALER 1/2"=1'-0" DECORATIVE MATERIAL (DM-01) U w a 04 Z LU A702 Q O.H. L4 D BASE(WD-07) O � Y q 4" PLYWOOD 2'-8" Q MAPLE VENEER w LLI COUNTERTOP 13" SEAL TO WALL WITH HARDWOOD LIFT ALUM . CHANNEL DETAIL HOSTESS STAND ELEVATION o EDGES STAIN OPENING QUARTEROUND W (S-04) ALL WOOD FINISHES AND ? STOP SCALE:6"=1'-0" 2, q„ WOOD COUNTERTOP SCALE:1"=1'-0" O SPECIES SHALL MATCH (WD-07) 10" N A0702 w of N FIZ _ O.H. N LED BAR LIGHT TRACK N N N PROVIDE ADDITIONAL — — — N 3., 3, N � FRAMING SUV4Z PPORT + + + + + MTL. 3" PLYWOOD MAPLE Q AS REQUIRED FRAMING, CABINET WITH m VENEER PANEL W/ 2" DIAMETER GROMMET DRAWER HOLE W/ESCUTCHEON aw 3/4" PLYWOOD FOR HARDWOOD EDGES z + + COUNTERTOP ON EXPOSED COVER O ATTACHMENT ST-04 v SURFACES STAIN REMOVABLE (S-04) w VN PANEL UPPER v COUNTERTOP, +48"A.F.F. a + + f ADJUSTABLE HARDWOOD SHELF TV FACING BOARD DECORATIVE 05 io V-6 1/2" MATERIAL (DM-01) A702 w + + C] ISSUED I REVISED DATE CO CLEAT + + 4" PLYWOOD MAPLE e c� VENEER PANEL W/ _ 3" F` v a HARDWOOD EDGES a 11-91/81, a h o �* V-61/2" 3" 4" 02 O ON EXPOSED IL e e A702 w SURFACES STAIN 06 03 PAINTED GYP. BOARD (S-04) e e / A702 A702 c PT-12 1 MILLWORK STRUCTURE w C? BELOW COUNTERTOPS w LED BAR LIGHT LIFT MOUNTING M o e e DECORATIVE N ARM 7 7 MATERIAL (DM-01) Q RECESSED DRAPERY 2" 3 1/2" 2 1/2" d e e w TRACK g TV LIFT ADJUSTABLE LOWER z DPM: DRAWN BY: PLWD SHELVES & JH CB CABINET e COUNTERTOP, +36"A.F.F. O STORE No: CHECKED BY: DRAPERY- UP-53 AND UP-54 INTERIOR _ �� ST-04 FURNISHED P-OWNER, h e ALL WOOD FINISHES U INSTALLED BY GC ) e e AND SPECIES TO N - 1501 BB N N MATCH (WD-07) ALL WOOD FINISHES AND w ISSUE DATE: N SPECIES SHALL MATCH EXISTING L4 12/07/201BB 10'-6" -7 21/2' 1'-31/2" 2" 41/ 33/4" N 04 q FF A.F.F. TOE KICK BASE (WD-07) A702 ¢ SHEET NUMBER — 12 LIGHT COVE DETAIL 09 MEDIA CREDENZA SECTION — 05 HOSTESS STAND SECTION — 01 HOSTESS STAND PLAN A702 SCALE: 3" = 1'-0" SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE:1"=1'-0" Q w DETAILS x H �2 L 16'-6" x O FIELD VERIFY OPENING WIDTH a 5 EQUAL SPACES 7/8" U FINISH AS `n SCHEDULED du ALUMINUM STOREFRONT DOOR.REFERENCE DOOR 5/8"GYP. BOARD DOOR FRAME SCHEDULE FINISH AS C9 Ic EACH SIDE SCHEDULED METAL FRAMED CONTINUOUS BACKER HEADER AT SIM 0 EACH SIDE d SHIM AS REQUIRED 5/8"GYP. BOARD A703 Q SHIM AS REQUIRED BOX HEADER. ROD AND SEALANT CONDITION REF. 01/A705 EACH SIDE, TYP. 1/2" r 1/2" HM FRAME w CONTINUOUS BACKER ALUMINUM STOREFRONT (WELDED) ROD AND SEALANT �? IIL(BELOW) CONTINUOUS O — DOUBLE STUDS CO)@ JAMB SEALANT TYP. EACH SIDE, TYP. ALUMINUM STOREFRONT w cn DOOR HEADER INSULATED GLAZING DBL. STUDS ATJAMBS TYP. N q DOOR. REFERENCE DOOR FINISH ASJ06 05 06 O STOP SCHEDULE SCHEDULED (TYP.) 5/8"GYP. BOARD ON (3)SIDES A703 A703 A703 m INSULATED GLAZING ARIE OPP TYP dz PLYWOOD FURRING AS REQUIRED 2" TOP OF LOW WALL TO MATCH STOREFRONT WIDTH W aSED ARch'i CAP (BELOW) O ��`�' BRADY W � — 16 STOREFRONT HEAD — 15 STOREFRONT JAMB — 14 DOOR JAMB/HEAD a R G SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" / %/ // x o C- 77 � A703 3 3 t -L7 SENCWFINISH AS SCHEDULEDz 2X HARDWOOD JAMB TO O = l'-O" C (a) BASE STOP AT TILE BASE U AXONFULL CHAMFER AT ENDS HARDWOOD CASING EACH SIDE a 1 1/2"= 1'-0" ° DOOR WIDTH-REF OF STOP AND CASING 1 1/2 .SCHED. F In CONTINUOUS COVED TILE FINISH AS SCHEDULED Q BASE AS SCHEDULED DOOR AS SCHEDULED 4 1/2" '-5 5/8" w z 21 z a 0 0 FM FIELD VERIFY OPENING WIDTH = , x > HARDWOOD CASING EACH SIDE FW DOOR WIDTH-REF. SCHED. N O o 2X HARDWOOD JAMB AND d = INSULATED GLAZING 7/8" 6 EQUAL SPACES 7/8", H z DBL. 3-5/8"METAL STUD FRAMING N w VERTICAL FRAMINGO O HEAD-JAMB TO STOP AT STOP Z MEMBER (BEYOND) ALUMINUM STOREFRONT z TILE BASE SEE AXON. w o SILL SET IN FULL SEALANT q 0 z BIN Q CARPET L O HARDWOOD JAMB a ME STOP O PARTITION AS m OU Q�////�/�/T�///T/T/T/�T�l/ A703 w SCHEDULED 3/4" '� U w WALL FINISH AS SCHEDULED EACH SIDE 5/8"GYP. BD. EACH SIDE M SHIM AS REQUIRED CONTINUOUS BACKER 15 05 08N�. (CEMENT BOARD AT TILE) 2„ 3/ DOOR AS SCHEDULED ROD AND SEALANT EACH A703 A703 A703 M NOTE: REFER TO ROOM FINISH SCHEDULE SIDE OPP TYP U WALL FINISH AS AND ELEVATIONS FOR WALL FINISHES SCHEDULED j 13 JAMB/HEAD DOOR JAMB/HEAD — STOREFRONT SILL 1141 — 12 11 A703 W SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" O x a w 4 1/2" w O O co co _ N J INSULATED GLAZING U 0 O FINISH FLOORLjj 5/8"WATER ISTANT GYPBOARD. INISH AS U o ALUMINUM STOREFRONT , FRAME (BEYOND) W U O d SCHEDULED FINISH AS SCHEDULED 5/8" GYP.BD.SUBSTRATE q Z = N '< EACH SIDE z ALUMINUM STOREFRONT E w SILL (BELOW) 13/4" FINISH WALL ADJACENT TO O v U Q W Zk + + IIICCC EXTERIOR STOREFRONT L J H INSIDE WITH WALL-COVERING m Z U HEADER FRAMING AT 16'-2 1/4" W (WC-O5) DOOR TRANSOM BAR 16"O.C. (TYPICAL). FIELD VERIFY OPENING WIDTH O ~ O O + REFERENCE NEW WALL FRAMING. STRUCTURAL N TRIPLE STUDS AT IND OF > O W D- 4'-5 3/8" 6'-3 1/2" 4'-5 3/8" STOP d WALL VERIFYVERIFY VERIFY z W a X CONT BACKER ROD & Oz W 4 DOOR. REFERENCE DOOR SEALANT, EACH SIDE OF SHIM AS REQUIRED Q SCHEDULE 5/8"WATER RESISTANT °' FRAME, TYP. OUTSIDE w GYP, BOARD. FINISH AS CONTINUOUS BACKER z SCHEDULED INSULATED GLAZING INSULATED GLAZING ROD AND SEALANT EACH � 04 04 / SIDE / A703 A703 / A703 / a, NOTE: REFERENCE MANUFACTURER'S 41/2" NOTE: REFERENCE MANUFACTURER'S z SHOP DRAWINGS FOR ASSEMBLY DETAILS SHOP DRAWINGS FOR ASSEMBLY DETAILS U w DOOR HEAD Q STOREFRONT HEAD Q STOREFRONT JAMB TO 0 — O9 — OV A703 z q a SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" 02 O A703 // � A703 " C9 OPP / c� 07 07 0 CONTINUOUS BACKER ROD NEW COLUMN. REF. SHIM AS REQUIRED A703 A703 w U AND SEALANT EACH SIDE STRUCTURAL DRAWINGS ALUMINUM STOREFRONT 1 3/4" REPAIR/REPLACE EXISTING OPP > ALUMINUM STOREFRONT SILL(BELOW) GYP. BD.SUBSTRATE AS Q SILL (BELOW) INSIDE REQUIRED (TYPICAL) LK w� SHIM AS REQUIRED INTERIOR MULLION INSULATED GLAZING EXISTING WALL FRAMING Z Ui DOOR FRAME TO REMAIN (FIELD VERIFY d l4b (n N EXACT CONDITION)CE ti COLUMN SHIM AS REQUIRED ALUMINUM STOREFRONT Q Ll A703 A703 � SILL (BELOW) d Y EXTERIOR MULLION Q DOOR. REFERENCE INSULATED GLAZING OUTSIDE 1 3/4" wwn W DOOR SCHEDULE INSULATED GLAZING CONTINUOUS BACKER ALUMINUM STOREFRONT ROOD AND SEALANT EACH wIDE 0 BRAKE METAL WRAP AROUND COLUMN FRAMING SYSTEM CO NOTE: REFERENCE MANUFACTURER'S NOTE: REFERENCE MANUFACTURER'S w (INSIDE AND OUT).MATCH COLOR OF SHOP DRAWINGS FOR ASSEMBLY DETAILS SHOP DRAWINGS FOR ASSEMBLY D17AU-S c ADJACENT STOREFRONT FRAMING SYSTEM CONTINUOUS BACKER C O G ROD AND SEALANT EACH U — 07 DOOR JAMB SIDE — 06 STOREFRONT JAMB — 05 STOREFRONT MULLION SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" C I1'-10" 11'-9 5/8" FIELD VERIFY EXISTING OPENING FIELD VERIFY EXISTING OPENING d a 7/8" T-10 3/4" T-10 3/4" T-10 3/4" 7/8" 7/8" T-10 5/8" S-10 5/8" T-10 5/8" 7/8" Z C 1" 4 1/2" Q PROVIDE STUCCO FINISH SYSTEM ON METAL LATH OVER (2) LAYERS EXISTING FRAMING C L WEATHER BARRIER OVER EXT. 5" TO REMAIN Q SHEATHING TO MATCH EXISTING, AT PROVIDE STUCCO FINISH SYSTEM ON 5. a ALL DAMAGED AREAS DUE TO NEW WINDOW UNIlS (TYPICAL) NEW CONT. MTI. CONT BACKER ROD& CONT BACKER ROD & METAL LATH OVER (2) LAYERS WEATHER BARRIER OVER EXT RUNNER, REFER TO SEALANT,TYP. � A703 A703 w . ti STRUCTURAL SEALANT,TYP. SHEATHING TO MATCH EXISTING, AT R-19 BATT. INSULATION IN DRAWINGS M ALL DAMAGED AREAS DUE TO C7 02 02 CS w EXISTINGMTL.FRAMING, TYP. q ISSUED / REVISED DATE NEW WINDOW UNITS (TYPICAL) z NEW HEADER, REFER z A703 OS 02 A703 O5 02 w NEW STRUCTURAL NEW STUDS, REFER TO p OPP A703 A703 OPP A703 A703 O O EXIS BATT. AMING,ON IN DRAWINGS TYP TYP C9 w DRAWINGS 4"METAL TRACK EXISTING FRAMING, TYP. n / / / / � � STUCCO CORNER KEY NEW GYP. BOARD ASZ4 p PROVIDE GYP. 12"METAL STUDS MOLD,TYP. REQUIRED,MATCH FLEXIBLE FLASHING AT ENTIRE BOARD, MATCH EXISTING FINISHES PERIMETER OF OPENING,TYP. EXISTING FINISHES w. FLEXIBLE FLASHING AT ENTIRE .� d PERIMETER OF OPENING 3/4"PLYWOOD WOOD BLOCKING AND VAREES SHIMS AS NEEDED,TYP. ti CONT. BACKER ROD AND z DPM: DRAWN BY: SEALANT EA. SIDE,TYP. �Q JH CB CONT.BACKER ROD AND WOOD BLOCKING AND 5/8"GYP BOARD GFRC BASE. d STORE No: CHECKED BY: SEALANT EA. SIDE,TYP. SHIMS AS NEEDED,TYP. REFERENCE A301 AND STOREFRONT SYSTEM s 1501 BB SPEC.SECTION 034900 w ISSUE DATE: STOREFRONT SYSTEM INSULATID GLAZING U INSULATED GLAZING — O O v 12/07/2016 q 3 4"METAL TRACK '— 3" Q SHEET NUMBER HEAD ) STOREFRONTSILL STOREFRONT JAMB — 01 WINDOW TYPES 3STOREFRONT SCALE 1/2"=1'-0" A703 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" q DOOR AND WINDOW DETAILS L1 E� x 0 a U_ z q 2'-6" O 1'-0 1/2" DOUBLE STUDS AT JAMB w ALIGN FACE OF STUD W/ q 3/4" EXTERIOR GRADE3/4"EXTERIOR GRADE FACE OF COLUMN (TYP.) q w PLYWOOD SHEATHINGE] PLYWOOD SHEATHING DNEW COLUMN, REFERENCE DOUBLE STUDS AT JAMB p STRUCTURAL DRAWINGS GFRC JAMB CASING. REF. GFRC JAMB CASING. 00- INTEGRAL COLOR STUCCO SYSTEM ON 8" SPEC. SECTION 034900 REF. SPEC. METAL LATH OVER(2) LAYERS NEW COLUMN, REFERENCE SECTION 034900 STRUCTURAL DRAWINGS INTEGRAL COLOR STUCCO SYSTEM ON >< WEATHER-RESISTANT BARRIER OVER 3/4" �p ARCL, METAL LATH OVER(2) LAYERS EXTERIOR GRADE PLYWOOD SHEATHING ti v�1S •7/T co WEATHER-RESISTANT BARRIER OVER 6" N ATOP WOOD FRAMING O `� BRADY W TREATED 2X WOOD 1/2" EXTERIOR GRADE PLYWOOD qyp, R G FRAMING (TYPICAL) SHEATHING ATOP WOOD FRAMING N TREATED 2X WOOD FRAMING (TYPICAL) w ALIGN FACE OF STUD W/ 8 GFRC JAMB CASING. REF. O C 1 77 FACE OF COLUMN (TYP.) SPEC. SECTION 034900 N 3_ 3_ t t7 DOUBLE STUDS AT JAMBr� — Q y R9ENEWAL T DOUBLE STUDS AT JAMB �F �F GFRC JAMB CASING. REF. O 0 CAL SPEC. SECTION 034900 1'-5 1/2" 1'-1" 3/4" EXTERIOR GRADE PLYWOOD SHEATHING U 3/4" EXTERIOR GRADE q PLYWOOD SHEATHING ENLARGED DETAIL ) ENLARGEDDETAIL uZ SCALE:1"=1'-0" SCALE:1"=1'-0" p a o z ° V w • z } N Q z � 1'-01/2" Q a 3/4" EXTERIOR GRADE w � PLYWOOD SHEATHING a V w DOUBLE STUDS AT JAMB M .TED 2X WOOD � LING (TYPICAL) GFRC JAMB CASING. REF. SPEC. SECTION 034900 8" M INTEGRAL COLOR STUCCO SYSTEM ON x METAL LATH OVER(2) LAYERS U WEATHER-RESISTANT BARRIER OVER 1- 6" M 1/2" EXTERIOR GRADE PLYWOOD / GRADE a0 OOD SHHEATHING 1yp - SHEATHING ATOP WOOD FRAMING O /OOD w ALIGN FACE OF STUD W/ CE IE u JAMB CASING. REF. FACE OF COLUMN (TYP.) ti SECTION 034900 N NEW COLUMN, REFERENCE NEW STEEL COLUMN. WRAP 3 3/4" 3/4" EXTERIOR a O �= STRUCTURAL DRAWINGS WITH BRAKE METAL TO MATCH 1'-3" 3P'11 PLYWOOD SHEATHING w d _-AUMINUM LOUVER SYSTEM------.7' W \\ GFRC JAMB CASING. REF. O SPEC. SECTION 034900 > CO 3LE STUDS AT JAMB NEW GLASS WINDSCREEN — NEW COLUMN, REFERENCE p� N LU GFRC WAI COT FROM BASE q W 2'-3" 1" SYSTEM. REF. SPEC. 057300 OF WALL TO '-0"A.F.F. REF. d STRUCTURAL DRAWINGS U O7 SPEC. SECTION 034900 M m TREATED 2X8 EACH SIDE L J U o OF COLUMN ENLARGED DETAIL INTEGRAL COLOR STUCCO 1/2" EXTERIOR PLYWOOD q Z = ty N 0 ^ SYSTEM ON METAL LATH — `hJ OVER(2)LAYERS WE THER- o SPACER Q �u U O 7) RESISTANT BARRIER VER w ( ) Q of SCALE:1"=1'-0" N (1) LAYER 1/2"ON (1) LAYERw 4t 3/4" EXTERIOR GRADE q PLYWOOD SHEATHING ATOP 3/4" EXTERIOR GRADE �— W PLYWOOD SHEATHING m Z () WOOD FRAMING O WO 3 5/8" 3'III -1 1/8" 1'-1 3/4" M TREATED 2X WOOD O � E0 o ❑ FRAMING (TYPICAL) a O W NEW GLASS LINE OF GFRC WATERTABLE LLQ a X WINDSCREEN SYSTEM. (ABOVE WAINSCOT). REF. q Z UJ WALL COVERING FROM TOP EXISTING REF. SPEC. 057300 >< SPEC. SECTION 034900 Lr) LU OF BASE TO BOTTOM OF EXTERIOR WALL z CEILING. INSTALL TRIM 3/4" EXTERIOR GFRC WAINSCOT FROM BASE OVER WALL COVERING AT PLYWOOD SHEATHING OF WALL TO 5'-0"A.F.F. REF. TOP OF WALL. REF ROOM N SPEC. SECTION 034900 y FINISH SCHEDULE ALIGN FACE OF STUD W/ N (1) LAYER 1/2"ON (1) LAYER 3/4" EXTERIOR GRADE z PROVIDE NEW GYPSUM FACE OF COLUMN (TYP.) PLYWOOD SHEATHING BOARD AND REQUIRED NEW COLUMN, REFERENCE U METAL FRAMING TO MATCH STRUCTURAL DRAWINGS w ADJACENT WALL AT O FIREPLACE NOTES: LOCATIONS OF PARTIALLY GFRC JAMB CASING. REF. REMOVED WALLS SPEC. SECTION 034900 q 1. FIREBOX FRAMING CAN BE BUILT BEFORE OR AFTER THE B3 H3 N 1'-1" 1'-5 1/2" APPLIANCE IS SET IN PLACE. REFER TO MANUFACTURER'S Q INFORMATION FOR FIREPLACE AND FRAMING DIMENSIONS. 5/8"GYP. BD. REF. ROOM FRAMING HEADERS MAY REST ON THE TOP OF THE FIREBOX FINISH SCHEDULE FOR STANDOFFS. DO NOT BRING HEADERS BELOW TOP OF STANDOFFS. FINISHES ENLARGED DETAIL o 2. DO NOT FILL SPACES AROUND FIREBOX WITH INSULATION OR OTHER MATERIALS. SCALE:1"=1'-O" U 3. MINIMUM CLEARANCES TO SIDE-WALL, CEILING, WOODWORK, AND w COMBUSTIBLES MUST BE MAINTAINED. REFERENCE NEW FIREPLACE MANUFACTURER'S INFORMATION. REF SHEET A201 FOR q MODEL INFO. SET BOTTOM w OF FIREBED @ 42"A.F.F. a 4. ALWAYS MAINTAIN MINIMUM CLEARANCES AROUND VENT ti SYSTEMS.THE MINIMUM CLEARANCES TO COMBUSTIBLES FOR O HORIZONTAL AND VERTICAL VENT PIPE ARE 1" (25 MM)AT THE TOP, 3 SIDES AND BOTTOM OF THE VENT SYSTEM. DO NOT PACK THE OPEN AIR SPACES WITH INSULATION OR OTHER MATERIALS. FLUE THROUGH ROOF. REFERENCE MECHANICAL O Q Q 5. PROVIDE FIRESTOPS AROUND VENT PIPE AND FIREBOX AS DRAWINGS AND W REQUIRED BY CODE. MANUFACTURER INFORMATION 1'-51/2" w M d 3/4"EXTERIOR NEW COLUMN, REFERENCE LLI PLYWOOD SHEATHING STRUCTURAL DRAWINGS CO PROVIDE NEW GYPSUM NEW AUTOMATIC SLIDING U a INTEGRAL COLOR STUCCO SYSTEM ON q BOARD AND REQUIRED DOOR PACKAGE WITH GFRC JAMB CASING. REF. O " METAL LATH OVER(2) LAYERS n' METAL FRAMING TO MATCH MEDIUM BRONZE ANODIZED ADJACENT WALL AT FINISH. REFERENCE DOOR SPEC. SECTION 034900 WEATHER-RESISTANT BARRIER OVER 3/4" O LOCATIONS OF PARTIALLY SCHEDULE SENSOR BAR(ABOVE) EXTERIOR GRADE PLYWOOD SHEATHING REMOVED WALLS. ALIGN FACE OF STUD W/ ATOP WOOD FRAMING FACE OF COLUMN (TYP.) G6 (1) LAYER 1/2"ON (1) LAYER y B3 8" 3/4" EXTERIOR GRADE z H3 3/4" EXTERIOR PLYWOOD SHEATHING O PLYWOOD SHEATHING LINE OF GFRC WATERTABLE TREATED 2X WOOD (ABOVE WAINSCOT). REF. O FRAMING (TYPICAL) SPEC. SECTION 034900 a z ALIGN H3 LINE OF GFRC WATERTABLE GFRC WAINSCOT FROM BASE (ABOVE WAINSCOT). REF. OF WALL TO 5'-0"A.F.F. REF. w SPEC. SECTION 034900 8 1/2„ SPEC. SECTION 034900 Q ISSUED / REVISED DATE 1'-11 5/8" T-0" 1'-5" (1)LAYER 1/2"ON (1)LAYER 3/4"EXTERIOR GRADE p INTEGRAL COLOR STUCCO PLYWOOD SHEATHING / SYSTEM ON METAL LATH ? NEW COLUMN, REFERENCE OVER(2) LAYERS WEATHER- GFRC WAINSCOT M STRUCTURAL DRAWINGS aw RESISTANT BARRIER OVER FROM BASE OF WALL O BOOTH AND TABLE. "' � 1/2" EXTERIOR PLYWOOD � 1/2" EXTERIOR GRADE TO 5'-0"A.F.F. REF. a / — REFERENCE FURNITURE / PLYWOOD SHEATHING ATOP SPEC. SECTION 034900 SPACER w PLAN METAL STUD FRAMING d TREATED 2X8 EACH SIDE o o Q OF COLUMN w / NEW STEEL COLUMN. WRAP 7 3/4" GFRC JAMB CASING. REF. DPM: DRAWN BY: SPEC. SECTION 034900 / WITH BRAKE METAL TO MATCH 1._3., O JH CB - ALUMINUM LOUVER SYSTEM 3 3/4" STORE No: CHECKED BY: u 1501 BB Ct C a ISSUE DATE: 12/07/2016 Q SHEET NUMBER — 04 ENLARGED DETAIL — 01 ENLARGED DETAIL En En SCALE:1"=1'-0" SCALE:1"=1'-0" d A704 x o DETAILS V) w i GENERAL NOTES o a 1. STUDS CONTINUE TO DECK UNO. REF DEFLECTION U TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. REF ROOM FINISH SCHEDULE FOR ROOMS THAT RECEIVE FRP. Ln 3. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS UNO. dw G1 4. REF PARTITION KEY SYMBOL FOR STUD ti THICKNESSES. 5. REF SPECIFICATIONS FOR LATERAL BRACING OF O STUD PARTITIONS. W Ln 6. PROVIDE ALTERNATING DIAGONAL METAL STUD qW BRACING ABOVE THE CEILING FOR INTERIOR WALL y STUDS THAT DO NOT GO TO DECK AND FOR ALL 0 WALLS LESS THAN 6"WIDE, REF 06/A703 0 7. USE GLASS-MAT BACKER MATERIAL BEHIND FRP. d 8. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF E LEVELS, CONCEALED SPACES, PENETRATIONS IN v SED ARC FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS �� BRA W /� AS REQUIRED BY CODE. a % R G 9. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER PORTION IS TO BE WATER RESISTANT C- 77 GYPSUM BOARD IN LIEU OF GLASS-MAT BACKER O 3-3 C '17 MATERIAL y a TE a 10. FOR FURRED WALLS PROVIDE METAL STUD BRACING W AT 32" OC VERTICAL FOR EACH STUD AND 32"OC 0 �F CAL�F�� HORIZONTAL O U cn z ON U z PARTITION LEGEND o c4<q W o DETAIL: ° ° w X'X z } SHEET d c DETAIL Q O PLAN: HEIGHT H R INDICATES STUD F- NUMBER 3 V Q� u LETTER INDICATES NO NUMBER INDICATES p� U z PARTITION TYPE 12 STUD HEIGHT TO BOTTOM REF PLANS AND OF ROOF DECK M SHEET A703 A3 NUMBER INDICATES STUD REFERENCE SIDE SIZE AS FOLLOWS: OPPOSITE IDE U 1 - 1""Z" FURRING 2-2 1/2" METAL 3-3 5/8" METAL O 6-6"METAL 8-8"METAL U n O Lua O NON RATED WALL Cfl SOUND ATTENUATION INSULATIONU D LU �TT �T FULL WALL THICKNESS LU11LL11LLLWIILLI COOLER/FREEZER WALL � W (� Wo O D_ Lo Lz Z = c-4 .< W (� O REFERENCE SIDE OPPOSITE SIDEW 0 Q W H- U 0 w 5/8" WATER RESISTANT P4 LD 0 GYPSUM BD (5/8" > 0 Of 0 GLASS-MAT BACKER a MATERIAL BEHIND TILE ZO w a X 4'-0" BELOW) q z w MAXIMUM � � W METAL STUDS Ltd z RUNNER TRACK BEND AND CLIP TO WALL RUNNER AT 48" OC 5/8" GLASS-MAT ARACE TOO WALL METAL STUDS (PER LA REPORT BACKER BOARD AT CORNER METAL RUNNER RR26019) MAXIMUM HEIGHT 20'-0" 5/8" GYPSUM BOARD DIAGONAL 3 5/8" EXTEND METAL STUD 4" MINIMUM FINISH MATERIALS VARY (MAXIMUM E u METAL STUD ABOVE CEILING FRAMING WEIGHT EQUAL TO 2 LAYERS w BRACING AT 32" OC GYPSUM BOARD EACH SIDE PLUS AS REQD TO 20 GAUGE CLIP APPLIED FINISHES) m STABILIZE PARTITION ANGLE qW 20 GAUGE AT ALL ACOUSTICAL TOP TRACK METAL STUDS SET 1/2" OFF PARTITIONS (PARTITIONS FASTENERS AS NECESSARY FACE OF WALL REFERENCE SIDE OPPOSITE SIDE METAL STUDS CONTAINING ACOUSTICAL � POWDER-ACTUATED FASTENERS METAL STUDS AS SCHEDULED FACE OF WALL INSULATION), APPLY A SHALL BE HILTI (PER ICC-ES REPORT z FILLET OF ACOUSTICAL O ESR-1752) I 5/8" GYPSUM � SEALANT AT BOTTOM d —WALL FINISH CEILING AS SCHEDULE BOARD CORNER OF TRACK, EACH STUCCO T U REF PARTITION TYPES AT POST-TENSIONED CONCRETE, m PARTITION SIDE, PRIOR TO APPLICATION MAXIMUM EMBED SHALL BE 3/4" METAL LATH OF GYPSUM BOARD (2) LAYERS 5/8" GLASS-MAT w WEATHER BARRIER BACKER BOARD A , w - 06 BRACING - 05) FURRING ATTACHMENT TO WALL - 04 FLOOR TRACK ATTACHMENT 11/2" EXTERIOR j SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" STUD FRAMING " O R-19 BATT Q Y INSULATION Q 5/8" WATER RESISTANT I_I_I E_ GYPSUM BD (5/8' GLASS-MAT BACKER O MATERIAL BEHIND TILE � w BELOW) O STUCCO N u CRIPPLE STUD CLEARANCE METAL LAOTH I Q 1/4" _ 3/8" INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE METAL STUDS (2) LAYERS HEADER HEADER MINIMUM EFFECTIVE WEATHER BARRIER O 5/8" TYPE X 1„ VERTICAL GYPSUM BOARD LENGTH MEMBERS PROPERTIES PER STUD 1/2° EXTERIOR Q GYPSUM BOARD 2 CONTROL JOINT 2' TO 6' 2 6" x 18 GAUGE x = 2.042 Sx = 0.670 PLYWOOD ----------------------- REF SPECIFICATIONS 6' TO 8' 2 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 STUD FRAMING 8' TO 10` (2) 6" x 14 GAUGE Ix = 3.094 Sx = 1.031 p DEFLECTION 10' TO 12' 2 8" x 18 GAUGE Ix = 4.134 Sx = 1.033 R-19 BATT TRACK 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 INSULATION 14' TO 16' 2) 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 5/8" GYPSUM I x 16' TO 18' 2 10" x 14 GAUGE Ix = 12.325 Sx = 2.456 BOARD 1 5 8" DRYWALL 18' TO 26' 2 12" x 16 GAUGE Ix = 27.144 Sx = 4.522 z 5/8" GAP / METAL STUDS ti GYPSUM BOARD SCREWS AT 24" OC METAL STUD o ' G " 5/8" TYPE X 1 10 TEK q ISSUED REVISED DATE �¢ W ZINC CONTROL GYPSUM BOARD DOUBLE MTL STUD ( ) # w BATT INSULATION HEADER AT4BEAM , SCREW AT EACH cn REF 1-A703 JOINT STRIP B VERTICAL STUD AT EXTERIOR O INSTALL CONTROL JOINT WALLS ONLY ON BOTH SIDES OF THE BBOTTOM TRACK FOR FURRING w ATTACHMENT p, WALL TOP TRACK REF 05/A705 BOARD YPSUM LOCATE AT LATCH SIDE METAL STUDS2 STUD + METAL STUDS SET ONLY ON SINGLE DOORS illHEADERS SECTION w GYPSUM BOARD 2 VERTICAL GYPSUM BOARD B ON FACE OF CONTROL JOINT FINISH AS + WALL \\\\ REF SPECIFICATIONS NDICATED B d BATT INSULATION w + W EXTERIOR DPM: DRAWN BY: BOTTOM TRACK WALLS ONLY 18 FACE OF WALL JH CB L-IllllJ d STORE No: CHECKED BY: PARTITION METAL STUD HEADER----/ AS OCCURS U FLOOR TRACK 18 GA TRACK WITH (3) #10 TEK 5/8" GYPSUM BOARD a ISSUE DATE: TVARIES , 1501 BB SECTION B .__1FCTA SCREWS EACH SIDE TO HEADER AND 12/07/2016 (6) #10 TEK SCREWS TO JAMB USE 5/8" GLASS-MAT BACKER METAL STUDS-` z SHEET NUMBER METAL STUD JAMB MATERIAL BEHIND d CONTROL JOINT AT DOOR JAMB GYPSUM BOARD CONTROL JOINT HEADER CONNECTION DETAIL CERAMIC TILE 5/8" GYPSUM BOARD SCALE: N.T.S. SCALE:1 1/2"=1'-0" SCALER 1/2"=1'-0" F A705 A A DJ PARTITION DETAILS L1 x 0 a U_ z A w O tn Q a O 5 W ARCy 0 J BRADY W T a R G x w V51 77 o 'S--3 l -17 a Y RENEWALDATE `Q O �CF CAL�F�Q` z ZmD U z o U w z a O � . 0 W� O J O a. O z ° V w � z z W oa ' V u U w Z ti x U 04 x O U ti O a > O r• cfl -i N u o r P4 U o � o Q Z 2 c N a W U o 7) o C) Q w 4t �— W z ~ m � oof 0 O w O z a w A Lo W Z w a z w Q x z a U U a z 4b W a U) V C O a Y Q � Q W w C U) 9 W C U Q O � n .s z 0 w 0 a z 0 w Q ISSUED / REVISED DATE w C a a. O x a. W4 Q w z DPM: DRAWN BY: O JH CB STORE No: CHECKED BY: 1501 BB - 03 BACK BAR SECTION - 02 BACK BAR SECTION 01 BACK BAR SECTION w ISSUE DATE: 0 12/07/2016 SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" Q SHEET NUMBER En A706 o DETAILS V) w C1 FINISH SCHEDULE x ITEM# DESCRIPTION MANUFACTURER MANUFACTURER NUMBER SERIES IPATTERN ISTYLE MATERIAL/FINISH COLOR SIZE FURN INSTALL LEADTIME COMMENTS CONTACT � NAME ADDRESS PHONE&EMAIL U FLOORING CARPET V) CP-02 CARPET TILE SHAW UNCOVER 5T150 VERTICAL LAYERS WEATHERED BIRCH 9"X 36" GC GC INSTALL METHOD:ALTERNATE WITH CP-03 www.shawcontract.com 50112 CP-03 CARPET TILE SHAW UNCOVER 5T150 VERTICAL LAYERS BIRCH 50111 9"X 36" GC GC INSTALL METHOD:ALTERNATE WITH CP-02 wwwshawcontract.com Q ti TILE w w QT-01 FLOOR TILE DALTILE QUARRY TILE ABRASIVE ADOBE BROWN 8"X 8" GC GC USE GROUT GR-04;COLOR:FLASH WALNUT H184 BY BOSTIK,INC.FOR THIS TILE. www.daltile.com ° Cn TL-07 FLOOR TILE CERAMIC TECHNICS COOPERATIVE VEINCUT TEXTURE CLASSIC LIGHT 12"X 24" GC GC USE GROUT GR-10,KERAPDXY-EPDXY GROUT;COLOR:SAHARA BEIGE#11 BY MAPEI FOR THIS TILE. KIMBERLY BEYERLEIN 1298 Old Alpharetta Rd P:770-740-0050 Q Alpharetta,GA 30005 kbeyerlein@ceramictechnics.com www.ceramictechnics.00m ° TL-08 FLOOR TILE EMSER TILE F02CHROSC1224 CHRONICLE SCRIPT 12"X 24" GC GC USE GROUT GR-06,KERAPDXY-EPDXY GROUT;COLOR:CHARCOAL#47 BY MAPEI FOR THIS TILE. JILL SCHICKER-HAWTHORNE 8431 Santa Monica Blvd P:323-650-2000 Los Angeles,CA 90069 jillhawthorne@emseccom Q www.emser.com TL-13 FLOOR TILE CERAMIC TECHNICS NAPOLI LIMESTONE LAPPATO NERO 24"X 24" GC GC USE GROUT GR-06,KERAPDXY-EPDXY GROUT;COLOR:CHARCOAL#47 BY MAPEI FOR THIS TILE. KIMBERLY BEYERLEIN 1298 Old Alpharetta Rd P:770-740-0050 r~ Alpharetta,GA 30005 kbeyerlein@ceramictechnics.com U SED ARn. www.ceramictechnics.00m TL-15 FLOOR TILE CERAMIC TECHNICS COOPERATIVE VEINCUT TEXTURE WARM GRAY 12"X 24" GC GC USE GROUT GR-10,KERAPDXY-EPDXY GROUT;COLOR:SAHARA BEIGE#11 BY MAPEI FOR THIS TILE. KIMBERLY BEYERLEIN 1298 Old Alpharetta Rd P:770-740-0050 0 `)v BRADY04 W Alpharetta,GA 30005 kbeyerlein@ceramictechnics.com a _j R G www.ceramictechnics.00m w WOOD C- 77 WD-08 WOOD FLOORING HF DESIGN MONTAGE EUROPEAN RHONE 9116"X 7-112"X 72" GC GC TOM DUNN TAMBERLANE FLOORING tomdunn1@live.wm ° 3--3 I, -t7 OAK-FERNO Q Y\NE—NLWAL CEILING ° �QF CA1.�F�� z CEILING SYSTEM �O CS-01 CEILING SYSTEM HUNTER DOUGLAS TECHSTYLE WHITE WHITE 48"X 96"PANELS GC GC USE SWING DOWN SYSTEM 11500 E 53rd Ave,Unit D P:866-556-1235 U Denver,CO 80239 www,hunterdouglasarchitectural.com/ceilings CG-01 CEILING SYSTEM ARMSTRONG 558 CIRRUS HIGH-NRC BEVELED Pt 24"x 24"x 718" GC GC USE SILHOUETTE 114"REVEAL SUSPENSION SYSTEM 2500 Columbia Ave P:717-397-0611 C TEGULAR W/SILHOUETTE 9116" Lancaster,PA 17603 lechline@armstrong.com U Z a SUSPENSION SYSTEM www.armsirong.com w O WALL FINISHES O j o FIBERGLASS REINFORCED PANELS a FRP-01 FIBERGLASS REINFORCED PANELS MARLITE WHITE P100 GC GC www.marlile.com0 F z U Q oF • FRP-03 FIBERGLASS REINFORCED PANELS MARLITE BLACK P807 GC GC www.marlite.com Q } v=i Q O PAINT&STAIN Q w g PT-09 INTERIOR PAINT BENJAMIN MOORE PM-30 SHEEN:FLAT BONE WHITE GC GC BACK OF HOUSE BENJAMIN MOORE: P:855-742-6802 www.benjaminmoore.com CUSTOMER SERVICE W z PT-10 INTERIOR PAINT BENJAMIN MOORE OC-38 SHEEN:FLAT ARCADIA WHITE GC GC RESTROOM CEILINGS BENJAMIN MOORE: P:855-742-6802 www.benjaminmoore.com �t CUSTOMER SERVICE 5 PT-11 INTERIOR PAINT SHERWIN WILLIAMS SW#6991 SHEEN:FLAT BLACK MAGIC GC GC BACK OF HOUSE:DOOR&DOOR FRAMES SHERWIN WILLIAMS:JAMES P:813431-7319 FLATHMAN james.h.8athman@sherwin.com PT-12 INTERIOR PAINT BENJAMIN MOORE 2111-50 SHEEN:FLAT STONE HARBOR GC GC BENJAMIN MOORE: P:855-742-6802 www.benjaminmoore.com U CUSTOMER SERVICE PT-15 EXTERIOR PAINT SHERWIN WILLIAMS CUSTOM-COLOR MATCH SHEEN:FLAT MATCH STC-01, GC GC EXTERIOR WALLS-EXISTING STUCCO AND SHEET METAL TO BE RE-PAINTED. SHERWIN WILLIAMS: 2221 HARBOR BLVD. P:949-548-1226 www.sherwin-williams.com 04 "SAND DOLLAR" CUSTOMER SERVICE COSTA MESA,CA 92627 ° S-03 EXTERIOR WOOD STAIN SIKKENS CUSTOM FLEMING'S WOOD STAIN GC GC SIKKENS-PPG INDUSTRIES: P:866-745-5367 www.perfectwoodstains.com H CUSTOMER SERVICE rU S-04 INTERIOR WOOD STAIN MINWAX MR.B STAIN FOR GC GC ML CAMPBELL WS2 VB6 SPRAY STAIN BASE;MINWAX COLOR MATCH"SPECIAL WALNUT 224", SHERWIN WILLIAMS:JAMES P:813-431-7319 0 MAPLE 2 PASSES,TONE IF NEEDED TO MATCH SAMPLE FLATHMAN james.h.flathman@sherwin.00m x TILE w QTB-02 TILE WALL BASE DALTILE QUARRY TILE ADOBE BROWN 5"X 8" GC GC USE GROUT GR-04;COLOR:FLASH WALNUT H184 BY BOSTIK,INC.FOR THIS TILE. www.daltile.com w Q /_ CO Cp a� CV � TL-12 WALL TILE CERAMIC TECHNICS BART MARBLE STONE POLISHED CALACATTA ORO 12"x 24" GC GC MEN'S AND WOMEN'S RESTROOM WALLS. Kimberly Beyedein 3125 East Coronado St. T:714-224-1700 F:714-2241900 � W USE GROUT GR-06,KERAPDXY-EPDXY GROUT;COLOR:CHARCOAL#47 BY MAPEI FOR THIS TILE. Anaheim,CA 92806 kbeyerlein@ceramictechnics.com U W www.ceramictechnics.com UUQ 0 TL-14 MOSAIC TILE CERAMIC TECHNICS GLAMOUR GLASS MAGICAL SNOW PALACE 11.75"X 11.75" GC GC MEN'S AND WOMEN RESTROOM WALLS. Kimberly Beyedein 3125 East Coronado St. T:714-224-1700 F:714-224-1900 04 w U W O FOREST MESH MOUNT SHEET USE GROUT GR-07,KERAPDXY-EPDXY GROUT;COLOR:PEWTER#02 BY MAPEI FOR THIS TILE. Anaheim,CA 92806 kbeyerlein@ceramictechnics.com C LO www.ceramictechnics.com Ca z = N TL-16 WALL TILE CERAMIC TECHNICS STUDIO MARMI HAND MOLDED GLOSSY CORDA 4"X 12" GC GC KITCHEN WALLS AT REMOVED BRICK Kimberly Beyedein 3125 East Coronado St. T:714-224-1700 F:714-224-1900 dw U 0 j USE GROUT GR-11,KERAPDXY-EPDXY GROUT;COLOR:BONE#15 BY MAPEI FOR THIS TILE. Anaheim,CA 92806 kbeyerlein@ceramictechnics.com U0- t` www.ceramictechnics.com vi Q W ztt WALLCOVERING ~ m Z 0 U WC-05 WALL COVERING WOLF GORDON PHT 7-9054 PHOTON 20oz VINYL AURULENT 54" GC GC BAR&DINING LES COLE P:800-347-0550O LU 0 GOH 10838444 les.cole@wolfgordon.com www.wolfgordon.com C o WC-08 WALL COVERING EYKON 2VDC-03 DECORA MINK 54" GC GC RESTROOM WALLS P:800-222-7866 www.eykan.net y, QW d WOOD ° z W W4 WD-07 WOOD WALL BASE MAPLE STAINED 5-04 1"x6" GC GC Lw z WD-10 WOOD WALL TRIM MAPLE STAINED S-04 1"x4" GC GC INSTALL 1x4 SOLID MAPLE WITH S-04 FINISH AT TOP OF WALL OVER NEW WALLCOVERING. w STUCCO STC-01 EXTERIOR STUCCO EXPO STUCCO EXPO STUCCO 442 SAND DOLLAR GC GC FINISH COAT:EXPO EXTERIOR COLOR COAT;BASE&MESH COAT:EXPO SUPERCOAT T-20 POLYMER 20819 Currier Road#400 P:909-869-7770 www.expostucco.com Z ENRICHED(50%MIX),EXPO PROBOND T-9(50%MIX),PAREX 4.5oz MESH City of Industry,CA 91789 STC-02 EXTERIOR STUCCO EXPO STUCCO EXPO STUCCO 338 MOCHA GC GC FINISH COAT:EXPO EXTERIOR COLOR COAT;BASE&MESH COAT:EXPO SUPERCOAT T-20 POLYMER 20819 Currier Road#400 P:909-869-7770 www.expostucco.com U ENRICHED(50%MIX),EXPO PROBOND T-9(50%MIX),PAREX 4.5oz MESH City of Industry,CA 91789 SPECIAL FINISHES DECOR MATERIAL Q DM-01 DECORATIVE PANEL 3form VARIA ECORESIN FACE:SANDSTONE VADE 318"x48"46" BBI BBI STYLE:318"x 4'x 8'VARIA VADE+HI RES WALNUT+GLOW+NECTAR+REFLECT 2300 South 2300 West,Suite B P:800-726-0126 d BACK:SANDSTONE MATERIAL DIRECTION:PATTERN PARALLEL TO THE 48"SIDE Salt Lake City,UT 84119 DM-02 DECORATIVE PANEL 3form VARIA ECORESIN FACE:VELVET GLOW 318"x48"x120" BBI GC STYLE:GLOW N13+NECTAR N12+REFLECT E01 2300 South 2300 West,Suite B P:800-726-0126 BACK:SANDSTONE MATERIAL DIRECTION:PATTERN PARALLEL TO THE 48"SIDE Salt Lake City,UT 84119 Z GLASS Q GL-03 FRAMELESS GLASS PARTITION SYSTEM CR LAURENCE WETIDRYGLAZE U-CHANNEL OIL-RUBBED BRONZE 112"TEMPERED GLASS GC GC U FRAME GL-10 DECORATIVE GLASS ARCHITECTURAL GLASS GL405 CHINCHILLA 5132"THICK GC GC 3201 W Virginia Ave,Suite 3 P:866-621-2724 w Phoenix,AZ 85009 sales@archilecturalglass.com y METAL Z 14b w MT-08 METAL FLOOR TRIM SCHLUTER SCHIENE AMB-BRIGHT BRASS GC GC SCHLUTER:CUSTOMER 194 Pleasant Ridge Road P:800-472-0588 Q SERVICE Plattsburgh,NY 12901 D MT-10 METAL FLOOR TRIM SCHLUTER DILEK AHK125 AMB-BRIGHT BRASS GC GC SCHLUTER:CUSTOMER 194 Pleasant Ridge Road P:800-472-0588 0 SERVICE Plattsburgh,NY 12901 Q PLASTIC LAMINATE Q Y PL-02 PLASTIC LAMINATE NEVAMAR LAMINATE S-6053 TEXTURE WITH ARP JET BLACK FRONT OF HOUSE:HOST STAND,CUSTOM LIGHT,MILLWORK,(BACK BAR COUNTER AND INSIDE CABINETS, ELAINE PETERSEN 20 Progress Drive P:407.415.0443 elaineyetersen@panolam.com w Q IF APPLICABLE) Shelton,CT 06484 www.nevamar.com W UPHOLSTERY 0 UP-29 UPHOLSTERY MAYER FABRICS WC732-012 SWANK TOPAZ BBI BBI LONG PILLOWS FOR SETTEE JULIE MALDONADO 500 S Kitley Ave P:813-598-1198 WIndianapofis,IN46219 juliemaldonado@mayerfabrics.00m c UP-31 UPHOLSTERY MAHARAM 464780-023 CRUSH POWDER BBI BBI DINING CHAIR#2 G Ca UP-34 UPHOLSTERY 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BB ST-04 MARBLE COUNTERTOP MARBLE DAINO REALE 3/4"THICK BBI GC BAR TOP SURFACE w4 ISSUE DATE: SEAL ALL MARBLE SURFACES PER INDUSTRY STANDARD 12/07/2016 DECORATIVE STAINLESS STEEL Q' SHEET NUMBER SS-01 DECORATIVE STAINLESS STEEL MOZ DESIGNS CLOUDS STAINLESS STEEL GC GC 711 Kevin Court P:510-632-0853 C/) Oakland,CA 94621 mozdesigns.com HIGH IMPACT WALL COVERING 3A801 HW-01 HIGH IMPACT WALL COVERING IMPACT SPECIALTIES ACROVYN 4000.040" SUEDE TEXTURE CHAMELEON COLORS BRUSHED NICKEL 4'X 10' GC GC INSTALL FULL HEIGHT,FLOOR TO CEILING. IMPACT SPECIALTIES 4005 ROYAL DRIVE,SUITE 100 P:888-424-6287 Q KENNESAW,GA 30144 impactspecialties.com FINISH SCHEDULE w W4 W4 :7L& L O HARDWARE SCHEDULE DOOR AND GATE SCHEDULE a HARDWARE GROUP NO. 01 DOOR U x U- J x LL DETAILS U U) J W N W J PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: NO. 0 a D a FRAME a ¢ a HARDWARE LOCATION TYPE SIZE MATERIAL O O HEAD JAMB THRESH. SET NO. KEYNOTES NO. DOOR SCHEDULE KEYNOTES V QTY DESCRIPTION CATALOG NUMBER FINISH MFR MFR o o LL LL 11/2 PR HINGE TA27144-112"X4-112" US10B MK MK=MCKINNEY 1. FIELD VERIFY DIMENSIONS FOR DOORS TO BE INSTALLED IN U 1 EA CLASSROOM LOCK WBS 64 8237 LNNJ US10B SA RO=ROCKWOOD 002A CLOSET T 3-6"X 7'-0"X 1 3/8" SOLID CORE MAPLE MAPLE 12/A703 12/A703 09 8, 11 002A EXISTING OPENINGS OR FRAMES. 1 EA CORE 6300 MK US4 SA SA=SARGENT 003A SPRINKLER CLOSET T 3-0"X T-0"X 1 3/8" SOLID CORE MAPLE - - MAPLE 12/A703 12/A703 - 07 1, 2, 11 003A Q 2. REFACE WOOD FRAMES TO MATCH NEW DOORS IN MAPLE. Q 1 EA DOOR CLOSER R7500 690 NO NO=NORTON 005A MEN LOBBY K 3-0"X T-0"X 1 3/4" MAPLE&GLASS - - EXISTING TO REMAIN - - - 03 1, 2 005A REPAINT EXISTING METAL DOOR FRAMES TO MATCH NEW DOOR. w 1 EA DOORSTOP 406 US10B RO PE=PEMKO007A MEN M 3-0"X 7'-0"X 1 3/4" MAPLE MAPLE 12/A703 12/A703 05 1, 2, 11 007A Ln 3 EA SILENCER 609 RO AD=ADAMS RITE 3. DOOR SIZE IS FOR SINGLE SLIDE PACKAGE SIZE. REF STANLEY r. 008A WOMEN M 3-0"X T-0"X 1 3/4" MAPLE - - MAPLE - - 12/A703 12/A703 - 05 1, 2, 11 008A ACCESS TECHNOLOGIES FOR ADDITIONAL INFORMATION. w O HARDWARE GROUP NO. 02 010A MAIN DINING M 3-0"X T-0"X 1 3/4" MAPLE - - EXISTING TO REMAIN - - - - - 11 1, 2 010A 4. SLIDING DOOR TO BE ALL GLASS VERSION OF STANLEY vW 011A STORAGE T 3-0"X T-0"X 1 3/8" SOLID CORE MAPLE - - EXISTING TO REMAIN - - - - - 07 1, 2 011A DURA-GLIDE 2000AG SINGLE SLIDE DOOR WITH MEDIUM BRONZE PROVIDE EACH PAIR OF DOOR(S)WITH THE FOLLOWING: FINISH. qw QTY DESCRIPTION CATALOG NUMBER FINISH MFR 012A ELECTRICAL T 3-0"X T-0"X 1 3/8" SOLID CORE MAPLE - - EXISTING TO REMAIN - - - - - 07 1, 2 012A 3 PR HINGE TA27144-112"X4-1/2" US10B MK 013A MECHANICAL T 3-0"X T-0"X 1 3/8" SOLID CORE MAPLE - - EXISTING TO REMAIN - - - - - 07 1, 2 013A 5. DOOR& FRAME SHALL BE UL-LISTED, 1-HOUR RATED. C 2 EA PULL PLATE 106X70C US10B RO DOOR GENERAL NOTES 014A HALLWAY J 3-0"X T-0"X 1 3/4" HOLLOW METAL - HOLLOW METAL - - 14/A703 14/A703 - 10 5, 10 014A 6. REFERENCE SPECIFICATIONS FOR DOOR HARDWARE. 2 EA PUSH PLATE 70C US10B RO Z 1 EA STOREROOM LOCK WBS 64 8231 LNNJ US10B SA 015A FOOD PREP E 3-0"X T-0"X 7/8" STAINLESS STEEL - 9 015A �� 1. EXIT DOORS SHALL BE OPERABLE WITH MAX. 5 Ib FORCE AT LATCH SIDE, INTERIOR 7. INSTALL ELECTROMAGNETIC HOLD-OPEN TIED INTO FIRE ALARM 1 EA CORE 6300 MK US4 SA DOORS SHALL BE OPERABLE WITH MAX. 51b FORCE FOR PUSHING OR PULLING 016A LOBBY E 3-6"X T-0"X 7/8" LAMINATED FRL-1 - 16/A701 15/A701 9 016A SYSTEM. U ED ARC THE DOOR OPEN. w ;aS 2 EA DOOR STOP 406 US10B RO 016B LOBBY E 3-6"X T-0"X 7/8" LAMINATED FRL-1 - 16/A701 15/A701 9 016B B. NEW WOOD FRAME IN PORTION OF EXISTING OPENING. 0 `)� BRADY W 4 EA SILENCER 609 RO 2. ALL GLASS IN DOORS, WITHIN 48"OF DOORS,AND WITHIN 18"OF FLOOR TO BE 016C LOBBY J 3-0"X T-0"X 1 3/4" HOLLOW METAL - HOLLOW METAL 14/A703 14/A703 08 5, 7, 10 016C a R G TEMPERED. 9. DOUBLE-ACTING TRAFFIC DOOR. REFERENCE SPECIFICATIONS. w HARDWARE GROUP NO. 03 3. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT USE OF KEY OR10. FRAME TYPE . SEE FRAME TYPE SCHEDULE. p C- 77 101A LOBBY A PAIR 3-0"X 8'-0"X 1 3/4" MAPLE - - ALUMINUM - - 10/A703 07/A703 - 12 11 101A PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: SPECIAL KNOWLEDGE. �� 3`3I_�17 102A CLOSET 2 M 3-0"X T-0"X 1 3/4" MAPLE - - MAPLE - - 12/A703 12/A703 - 07 11 102A 11. FRAME TYPE"B". SEE FRAME TYPE SCHEDULE. \SEmTE QTY DESCRIPTION CATALOG NUMBER FINISH MFR 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN Y °�� OQ` 11/2 PR HINGE TA27144-1/2"X 4-1/2" US10B MK THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER 103A CLOSET 1 M 3-0"X T-0"X 1 3/4" MAPLE - EXISTING TO REMAIN - - - 07 1, 2 103A 0 QF CAL\� 1 EA PULL PLATE 106X70C US10B RO TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER 107A MEN K 3-0"X T-0"X 1 3/4" MAPLE&GLASS - - EXISTING TO REMAIN - - - 03 1, 2 107A ZO HARDWARE DESIGNED TO GRASP THE OPENING HARDWARE. LOCKED EXIT 1 EA PUSH PLATE 70C US10B RO DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (FOR ALL DOORS IN 107B MEN L 3-0"X 6'-0"X 1 3/4" MAPLE - - MAPLE - - 13/A703 13/A703 - 04 1, 2 107B u 1 EA DOOR CLOSER R 7500 690 NO THE PATH OF TRAVEL) 107C MEN L 2-6"X 6'-0"X 1 3/4" MAPLE - - MAPLE - - 13/A703 13/A703 - 04 1, 2 107C 1 EA KICKPLATE K105010"4BE CSK US10B RO z 5. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" 108A WOMEN K 3-0"X T-0"X 1 3/4" MAPLE&GLASS - EXISTING TO REMAIN - - - 03 1, 2 108A 1 EA MOP PLATE K10504"4BE CSK US10B RO 0 TO 44"ABOVE THE FLOOR. REFER DOOR TYPES. 1 EA DOOR STOP 406 US10B RO 108B WOMEN L 3-0"X 6'-0"X 1 3/4" MAPLE - MAPLE 13/A703 13/A703 04 1, 2 1086 w z a 3 EA SILENCER 609 RO 6. MAXIMUM OF 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOOR 108C WOMEN L 2-6"X 6'-0"X 1 3/4" MAPLE - MAPLE - 13/A703 13/A703 04 1, 2 108C O MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM BEVELED SLOPE > x OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT THAT LEVEL CHANGES NOT 108D WOMEN L 2-6"X 6'-0"X 1 3/4" MAPLE MAPLE 13/A703 13/A703 04 1, 2 108D o HARDWARE GROUP NO. 04 EXCEEDING 1/4" MAY BE VERTICAL. 7' 0 109A WINE STORAGE 1 U 3-0"X -0"X 1 1/8" GLASS&ALUMINUM ALUMINUM 16/A703 15/A703 01 109A O O m PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: z V 7. REFER TO FINISH MATERIAL SCHEDULE ON SHEET A801 FOR DOOR AND FRAME 112A WINE STORAGE 2 K 3-0"X T-0"X 1 3/4" MAPLE&GLASS EXISTING TO REMAIN 01 1, 2 112A q F QTY DESCRIPTION CATALOG NUMBER FINISH MFR z O FINISHES. REFER TO DOOR TYPES. � v, 113A PRIVATE DINING 2 S 20'-0"X 10'-6"X 3" STEEL 6 113A d 1 EA HINGE(SPRING) 15224-112"X4-112"(SET OF THREE HINGES) US10B MK z a 1 EA PRIVACY SET WBS 49 8265LNNJ US10B SA B. ALL DOOR CLOSERS SHALL HAVE THE SWEEP PERIOD ADJUSTED SO THAT AS A 113B PRIVATE DINING 2 P1 16'-3"X 10'-6 X 1 7/16" GLASS 6 113B w� 2 Z 1 EA DOOR STOP 406 US10B RO MINIMUM FROM AN OPEN POSITION OF 900 THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO A POSITION OF 12" FROM THE LATCH MEASURED FROM 113C PRIVATE DINING 2 P2 16'-3"X 10'-6"X 1 7/16" GLASS 6 113C w 3 EA SILENCER 609 RO THE LEADING EDGE OF THE DOOR. 117A VESTIBULE J 3-0"X T-0"X 1 3/4" HOLLOW METAL EXISTING TO REMAIN O6 1, 2 117A p U w 9. TOILET ROOM DOORS TO BE SELF-CLOSING &TIGHT-FITTING. 117B VESTIBULE F 3-0"X T-0"X 1 3/4" MAPLE&GLASS MAPLE 12/A703 12/A703 08 11 117B M HARDWARE GROUP NO. 05 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 10. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE 120A VESTIBULE W T-0"X T-8"X 4 1/2" ALUMINUM &GLASS - - 04/A703 02/A703 - 3,4, 6 120A QTY DESCRIPTION CATALOG NUMBER FINISH MFR OPERATION. 121A CLOSET 3 T PAIR 3-0"X T-0"X 1 3/8" SOLID CORE MAPLE - - EXISTING TO REMAIN - - 02 1, 2 121A 11/2 PR HINGE TA27144-112"X4-1/2" US10B MK 11. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS 125A COVERED PATIO V 3-0"X 6'-0"X 2" ALUMINUM &GLASS - - ALUMINUM - - - 6 125A U 1 EA PRIVACY SET 281OU65 LL US10B SA SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR 125B COVERED PATIO V 3-0"X 6-0"X 2" ALUMINUM &GLASS - - ALUMINUM - - - 6 125B x 1 EA DOOR CLOSER R7500 690 NO EXTERIOR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 128A HALLWAY J 3-0"X T-0"X 1 3/4" HOLLOW METAL - - HOLLOW METAL - - 14/A703 14/A703 08 7, 10 128A 1 EA KICKPLATE K105010"4BE CSK US10B RO O 12. DOORS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED WITH GRAPHICS 1288 HALLWAY E 3-0"X T-0"X 7/8" LAMINATED FRL-1 - STEEL - - 16/A701 15/A701 - 9 128B H 1 EA MOP PLATE K1050 4"4BE CSK US10B RO U 1 EA DOORSTOP 406 US10B RO AS INDICATED ON DRAWINGS. DOOR & GATE TYPES O 3 EA SILENCER 608 RO 13. LIGHTING AT EXTERIOR DOORS SHALL BE MIN. 10FC @ GROUND LEVEL, p CONTROLLED BY TIMER (NOT SWITCHED). �4 HARDWARE GROUP NO. 06 REF SCHEDULE w O 14. STRIKE PLATES SHALL BE 16 GA. MIN. SECURED WITH 2" MIN. PENETRATION C7 > co PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: SCREWS @ WOOD FRAMED DOORS. 10" Co QTY DESCRIPTION CATALOG NUMBER FINISH MFR a N J UJ 1 112 PR HINGE TA2314NRP 4-112"X4.112" US10B MK 15. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN o REF. SCHED. REF. SCHED. REF. SCHED. REF. SCHED. REF. SCHED. U W OCCUPANT LOAD OF 50 OR MORE. U SOLID WOOD REF. SCHED. O 1 EA EXIT DEVICE(EXIT ONLY) 438810 US10B SA 6' 5' �� � 6" O Q 2 1 EA DOOR CLOSER UNIJ7500 690 NO 16. MOUNT PANIC HARDWARE ON DOOR BETWEEN 34"AND 44"ABOVE FINISH FLOOR IDOOVRVORK PENING SI E SOLID WOOD DOOR W/ 0 LLI U W 1 EA THRESHOLD 272D - PE CUTSHEETS 1/4"CLEAR MAPLE VENEERS. LO 1 EA GASKETING 577238E(HEAD&JAMB) PE 17. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOOR TEMPERED = STAIN (5-04), TYP. q z OBSCURE GLASS z Lu O LO UNLESS OPERATED BY A SINGLE ACTION WITH A LEVER FROM THE INSIDE OF THE o GLASS TYP. Q U 1 EA RAIN GUARD 346D PE AREA SERVED. w w \/ w \ w U x J w / J SOLID WOOD a Q LU *k 1 EA DOORSHOE 2221DPK PE U N 12" ROUND p / p SOLID MAPLE WOOD o COp <n w \ SOLID CORE WOOD p w \ DOOR W/ MAPLE FRAME STAIN S-04 Lu ~ ~ 18. MANUALLY-OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE WINDOW ( )' w SOLID WOOD DOOR W/ ED LL w 0 x w x VENEERS. STAIN 57 x Z U BOLTS OR ANY TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE w x z O DOOR W. MAPLE x U TYp• O � HARDWARE GROUP N0. 07 x U VENEERS. STAIN (5-04) O HOLLOW (S-04)TYP. u> MAPLE VENEERS. O DOOR OTHER THAN THE OPERATION OF THE LOCKING DEVICE SHALL NOT BE rn z 0 METAL DOOR x O LL w ui TYR LL tii w STAIN (5-04), TYP. O_ PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: USED AND ARE PROHIBITED. w a TRAFFIC DOOR. w SOLID MAPLE w O O REFERENCE _ DOOR FRAME AND w > LU 0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR WOOD FRAME/ y > O W SPECIFICATIONS SOLID MAPLE WOOD CASING TO STOP AT a 11/2 PR HINGE TA27144-112"X4-112" US10B MK o FRAME/CASING. STAIN o CASING. STAIN o z > x 1 EA STOREROOM LOCK 286410604 LL US10B SA (S-04)TYP. OPEN BASE. REFERENCE Oq z > W (S-04)TYP. 13/A703 1 EA CORE 6300 MK US4 SA TYPE 'A' TYPE'E' TYPE'F' TYPE'S TYPE'K' TYPE'L' TYPE'M' Lr) z 1 EA DOORSTOP 409 US10B RO 3 EA SILENCER 608 RO Q HARDWARE GROUP NO. 08 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 4 EQ 16'-3" Z 4 EQUAL PANELS 4 EQUAL PANELS 20'-0" QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3'-3" 3'-3" 5 PARTITION DOORS @4'-0" U 1112 PR HINGE TA27144-112"X4-112" US10B MK 1 EA PASSAGE LOCK WBS 8215 LNNJ US10B SA GLASS WALL ACOUSTIC 1 EA DOOR CLOSER R7500 690 NO SLIDING PANELS q 1 EA DOOR STOP 406 US10B RO /� /� /� /� SYSTEM 3 EA SILENCER 609 RO SLIDING SLIDING SLIDING SLIDING SLIDING HARDWARE GROUP NO. 09 0 — o �- �- o z PANEL PANEL PANEL PANEL PANEL PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: QTY DESCRIPTION CATALOG NUMBER FINISH MFR Uu 1112 PR HINGE TA27144-112"X4-112" US10B MK U 1 EA STOREROOM LOCK 286410004LL US10B SA PLI 1 EA CORE 6300 MK US4 SA Z 4b w 3 EA SILENCER 608 RO Q (n TYPE 'P1' TYPE 'P2' MOVABLE WALL SHOULD HAVE TYPE 'S' HARDWARE GROUP NO. 10 MOVABLE GLASS WALL MOVABLE GLASS WALL (WC-05) FACTORY INSTALLED MOVABLE WALL SYSTEM O PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: ON EACH FACE OF PANELS QTY DESCRIPTION CATALOG NUMBER FINISH MFR q Q 1112 PR HINGE TA27144-112"X4-1/2" US10B MK LU 1 EA RIM EXIT DEVICE 3702(FIRE RATED) 313 AD �-- EF SCHED REF. SCHED. REF SCHEDULE w 1 EA EXIT DEVICE TRIM 14(PASSAGE ONLY) 313 AD O U) 1 EA DOOR CLOSER R 7500 690 NO LU a 1 EA DOORSTOP 406 US10B RO O c 3 EA SILENCER 609 RO w Lu LLI / q HARDWARE GROUP NO. 11 0 o w CRL AWS w / STANLEY 0 w w / J ALUMINUM x 0 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: x SOLID CORE x GLASS o WINDSCREEN O DURA-GLIDE U U w 2000AG DOOR -� QTY DESCRIPTION CATALOG NUMBER FINISH MFR WOOD DOOR LL LL STOREFRONT = GATE SYSTEM W \ Q w W/MAPLE w DOOR u w .4 1112 PR HINGE TA27144-112"X4-112" US10B MK VENEER / / / d 1 EA RIM EXIT DEVICE 8702(LIFE SAFETY) 313 AD FACES. STAIN / w STANCHION CORE Z o MOUNTED TO 9 1 EA EXIT DEVICE TRIM 14(PASSAGE ONLY) 313 AD (S-04) FLOOR SLAB awn 1 EA DOOR CLOSER R7500 690 NO TYPE'T' TYPE'U' TYPE'V' TYPE'W' wO 1 EA DOORSTOP 406 US10B RO xW 3 EA SILENCER 609 RO z HARDWARE GROUP NO. 12 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: FRAME TYPES ISSUED / REVISED DATE QTY DESCRIPTION CATALOG NUMBER FINISH MFR wO 1 EA CONTINUOUS HINGE DFMHD1 PE 2 EA DOOR PULLS RM221048" US10B RO w 1 EA DEADBOLT 485 US10B SA R' 1 EA EXIT DEVICE TRIM 14(PASSAGE ONLY) 313 AD 1 EA DOOR CLOSER R7500 690 NO REF 2 4" REF 2 4" 1 EA THRESHOLD 272D PE SCHEDULE SCHEDULE 2 EA SILENCER 609 RO N 1 EA SWEEP 315DN PE w M z DPM: DRAWN BY: HOLLOW j SOLID WOOD �0 JH CB `p METAL FRAME `p FRAME/CASING v STORE No: CHECKED BY: U U TYP. 1501 BB LL LL LL LL w ISSUE DATE: I Q 12/07/2016 a SHEET NUMBER O FRAME FRAME A^vu O TYPE'A' TYPE'B' d LJ Q DOOR SCHEDULE w L x W a. U ROOM FINISH SCHEDULE cn GENERAL FINISH NOTES ROOM FLOOR BASE WALLS CEILING CEILING HEIGHT COMMENTS 01 PLAN NORTH PLAN EAST PLAN SOUTH PLAN WEST • FLOOR FINISH CHANGES FROM ROOM TO ROOM OCCUR AT THE NUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH CENTERLINE OF CLOSED DOORS U.N.O. ¢� 001 STAIR LOBBY WD-08,CP-02,CP-03 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 T-9" 2,3,4,6 • PAINT ALL LIGHT TRIM RINGS, DIFFUSERS, VENTS, ETC. TO MATCH Q 002 CLOSET EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN - ADJACENT CEILING OR WALL FINISH U.N.O. 003 SPRINKLER CLOSET EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN FOR EXTERIOR PAINT SPECIFICATIONS, REFER TO SHEET A301. p 004 HALLWAY WD-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 T-3" 2,3,6 REFERENCE SHEETS A207, A208, &A209 FOR ADDITIONAL CEILING 14 005 MEN LOBBY TL-13 WD-07 NEW GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-10 T-6" 1,2,3,6 INFORMATION. Q 006 WOMEN LOBBY TL-13 WD-07 NEW GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,TL-14 EXISTING TO REMAIN PAINTED PT-10 T-6" 1,2,3,6 O REFERENCE SHEETS A203 &A204 FOR ADDITIONAL FLOOR FINISH 007 MEN TL-13 MT-10 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 EXISTING TO REMAIN PAINTED PT-10 T-6" 1,5,6,7 INFORMATION. t 008 WOMEN TL-13 MT-10 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 EXISTING TO REMAIN PAINTED PT-10 T-6" 1,5,6,7 ¢z REFERENCE SHEETS A600,A601,A602, A603, &A604 FOR INTERIOR � 009 SERVICE BAR EXISTING TO REMAIN EXISTING TO REMAIN EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD --- EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 T-5" 2,3,6 ELEVATIONS. 010 MAIN DINING CP-02,CP-03,WD-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 T-0",T-5" 2,3,s W aSED ARcy�� 011 STORAGE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN - BRA v FINISH KEY INFORMATION 04 �� ` RDY G 012 ELECTRICAL EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN -- --- x W4 013 MECHANICAL EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN - REFER TO FINISH PLANS, ELEVATIONS, REFLECTED CEILING PLANS F.0 C- 77 014 HALLWAY TL-08 WD-07 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 CG-01 T-6" - AND DETAILS. �� 3-3_ t -k7 a� fl µ ¢ 7 \ 015 FOOD PREP EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN --- - � = FINISH DESIGNATION 0!.1E �. O 016 LOBBY TL-08 WD-07 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 CG-01 T-6" - O QF C'A1'`� z 101 LOBBY WD-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD&NEW GLASS WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 - CS-01 11'-6" 2,3,6 U 102 CLOSET 2 TL-08 WD-07 GYPSUM WALLBOARD PT-09 GYPSUM WALLBOARD PT-09 GYPSUM WALLBOARD PT-09 GYPSUM WALLBOARD PT-09 NEW GYPSUM BD PAINTED PT-12 9'-0" --- a 103 CLOSET 1 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN T-0" - FINISH KEY NOTES z 104 LOUNGE WD-08 WD-07 --- --- EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 --- --- CS-01 11'-6" 2,3,6 O U a 105 BAR QT-01 QTB-02 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 10"-0",11'-6" 2,3,5,6 1. PATCH AND REPAIR EXISTING CEILING TO RECEIVE NEW PAINT. w zp 106 HALLWAY TL-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 9'-0" 1,2,3,6 2. PATCH AND REPAIR EXISTING GYPSUM BOARD BEHIND REMOVED w z WOOD PANELING AND TRIM TO RECEIVE NEW FINISHES. a ° 107 MEN TL-13 MT-10 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 EXISTING TO REMAIN PAINTED PT-10 B'-0" 1,5,6,7 FO 108 WOMEN TL-13 MT-10 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 NEW GYPSUM BD TL-12,WC-08 EXISTING TO REMAIN PAINTED PT-10 8'-0" 1,5,6,7 3. INSTALL 1x4 SOLID MAPLE WITH (5-04) FINISH AT TOP OF WALL z OVER NEW WALLCOVERING. Ca } N 109 WINE STORAGE 1 TL-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD&NEW GLASS WC-05,WD-10 NEW GLASS WALL --- NEW GYPSUM BD WC-05,WD-10 NEW GYPSUM BD PAINTED PT-12 9'-6" 2,3,5,6 ¢z 110 MAIN DINING CP-02,CP-03,WD-08 WD-07 EXISTING GYPSUM BD&NEW GLASS WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 NEW GYP.BD.&MOVABLE GLASS WC-05,WD-10 CS-01 11'-6" 2,3,6 4. USE BROADLOOM VERSION OF CARPET AT STAIRS. 112 WINE STORAGE 2 TL-08 WD-07 NEW GLASS WALL --- EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 NEW GYPSUM BD PAINTED PT-12 9'-6" 2,3,6 5. GYPSUM WALLBOARD TO BE WATER RESISTANT TYPE AT Q Q 5 113 PRIVATE DINING 2 CP-02,CP-03 WD-07 EXISTING GYPSUM BD WC-05,WD-10 NEW GYP.BD.&MOVABLE GLASS WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 &NEW GYP.BD.PAINTED PT-12 10'-10",11'-6" 2,3,6 LOCATIONS OF POSSIBLE WATER CONTACT. w 115 PRIVATE DINING 1 CP-02,CP-03 WD-07 EXISTING GYPSUM BD REF.ELEVATIONS EXISTING GYPSUM BD REF.ELEVATIONS EXISTING GYPSUM BD REF.ELEVATIONS EXISTING GYPSUM BD REF.ELEVATIONS CS-01 11'-6" 2,3,6 6. PAINT ALL HVAC GRILLS, LIGHT TRIM RINGS, SPEAKERS, CEILING U o 116 HALLWAY TL-08 -- EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 EXISTING TO REMAIN HW-01 NEW GYPSUM BD HW-01 CG-01 8'-6" ..- ACCESS DOORS, ETC. TO MATCH CEILING. SPEAKERS TO BE 5 SPRAYED, NOT ROLLED, TO KEEP HOLES FROM BEING PAINTED 117 VESTIBULE CP-02,CP-03 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 T-0" 1,2,3,6 CLOSED. 118 SERVICE BAR QT-01 QTB-02 EXISTING GYPSUM WD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 9'-0" 2,3,5,6 7. INSTALL NEW GLASS-MAT BACKER BOARD AT LOCATIONS OF NEW U 119 BEVERAGE SERVICE QT-01 QTB-02 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 9'-0" 2,3,5,6 WALL TILE. 120 VESTIBULE WD-08 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD&NEW GLASS WC-05,WD-10 NEW GYP.BD.&NEW GLASS WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 CS-01 &NEW GYP.BD.PAINTED PT-12 9'4", 11"-6" 25 3,5,6 x O 121 CLOSET 3 CP-02,CP-03 WD-07 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN - H 122 STAIRS CP-02,CP-03 WD-07 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING GYPSUM BD WC-05,WD-10 EXISTING TO REMAIN PAINTED PT-12 9'4"&VARIES 2,3,4,6 u 123 SERVICE LINE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN&NEW GLASS EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN NEW GYPSUM BD PAINTED PT-12 10'-10",11'-0" 6 O W 124 COOKLINE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN TL-11 EXISTING TO REMAIN TL-16 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN TL-16 NEW GYPSUM BD PAINTED PT-12 11'-0" 6 �4 W 125 COVERED PATIO TL-15,TL-07 EXISTING&NEW STUCCO STC-01 NEW STUCCO&GLASS WINDSCREEN STC-01 NEW STUCCO&GLASS WINDSCREEN STC-01 EXISTING&NEW STUCCO STC-01 NEW STUCCO STC-01 10'-6" 6 C7 _ CO 126 OPEN PATIO TL-15,TL-07 NEW STUCCO&GLASS WINDSCREEN STC-01 NEW STUCCO&GLASS WINDSCREEN STC-01 NEW STUCCO&GLASS WINDSCREEN STC-01 NEW STUCCO STC-01 --- --- --- CDJ 01 N 127 UTILITY YARD EXISTING TO REMAIN - EXISTING TO REMAIN PT-15 EXISTING TO REMAIN PT-15 EXISTING TO REMAIN PT-15 EXISTING TO REMAIN PT-15 --- --- --- U 0 O7 p O O 0 () LuLOo q z = tY N ¢ W U 0- W4 U Q LU x* z ~ � w O o c ° 0r O LU O z w Q W LLo Z w � a z w Q x z ¢ U i z ♦ W ¢ (n D 0 � Y Q Q W w O Cn W U Q O ¢ a z 0 w a z w q ISSUED / REVISED DATE w O aw-, P4 w z DPM: DRAWN BY: O JH CB vSTORE No: CHECKED BY: s 1501 BB a ISSUE DATE: N 12/07/2016 ra a SHEET NUMBER 3 A803 a ROOM FINISH w SCHEDULE L x FS 1Y x fY floo sink 0 W FS fleawont s'zdxi,2' FS 12'z 12'floor sink —4'-0r+ FOOD SERVICE EQUIPMENT SCHEDULE 3'-9" 8'-9" 15" 2' Existing Floor Sink to Ranch _3'-0"_19" 2'-3n r____ _ --------------------------- ________________ _____ __ _______ I CONNECTION WATER SUPPLY WASTE PIPING 1 ? WIRED CORD& POINT OF CONNECTION SIZE G� �G� GAS NO. QTY. ITEM/DESCRIPTION MAKE/MODEL REMARKS VOLT PH KW AMP HP DIRECT PLUG HOT WATER COLD SOFT SIZE p�Q� p� SIZE MBTU's Q R e mgrff -� GLASTENDER BB84-L6-YN(RRR); WATER WATER w 1 Relocate exis6n nwr snkl 1 B1 3 Back Bar Refrigerator 120 1 6.5A 1/4HP • I Exialing Floor g Existing �r°, € BB84-R6-YN LLL ; BB84-R6-XS LLL . N Flaar Sink 9 Floor N H Drain to Remain Drain to Remain 1 w I I �' B2 1 Back Bar Storage Cabinet CUSTOM DRY CABINET Beer T-Tower chase through cabinet p I I W B3 3 Ice Bin w/Cold Plate GLASTENDER CBA-30L3-CP1O 3/4" • �� e ALJ Ca B4 3 Bottle Well GLASTENDER DSR-361/2„ • B5 3 Blender Sink GLASTENDER BSA-12 120 1 15A • 3/8" 3/8" 1 1/2" • O B6 1 Handsink w/Soap& Paper Towel Dispenser GLASTENDER HSA-12-D3/8" 3/8" 1 1/2" • coI B7 1 Liquor Step GLASTENDER LDB-18 \ B8 3 Soda Gun Holder and Soda Gun HOLDERGLASTENID `) ` BRADY W SODA GUN WONDERER SHA-6M-12640 SrrO ARC Existing Floor`, Existing Floor 1 z Drain to Remain B9 1 Corner Drainboard GLASTENDER IFC-24/24 1/2" • a _/ R G Drain to Remain 1 \1// B10 1 Mug Frasier GLASTENDER MF36-B2 120 1 15A W47— mlF. C_ 77 O � r B11 1 EXISTING Glass Washer EXISTING -HOBART LXEPR Existing Glass Washer to be relocated 120!208 1 30.5A • 3/4" 1 1/2" • � 3--3 k -t7 �_'--' .1 Q �j nE—NLWAL B12 2 Custom Drain Board with Glass Storage Base GLASTENDER DBCB-18-LD 1/2" • 7 W. o �QF CA1.�F�Q` B13 1 Dump Sink GLASTENDER SWB-12 3/8" 3/8" 1 1/2" • z O B14 - Unassigned U B15 1 Drain Board Top CUSTOM 3/4" • FLOOR SINKS AND FLOOR DRAINSz B16 2 Existing POS Dedicated Power Req'd 120 1 15A O U m B17 2 Trash Can w z a O � . N d is B18 1 Existing Vinfinity Wine Preserver Existing Vinfinity Unit to be relocated 120 1 15A O ' o 1319 1 Back Bar Cooler GLASTENDER BB60-R6-GSLL 120 1 6.5A 1/4HP • 1 FO F z � - B20 2 Custom POS Standq U B21 1 White Wine Bottle Cooler GLASTENDER ST36-SF w/casters 120 1 15A Q z a BLENDER SINK DUMP SINK HAND SINK BLENDER SINK q 0 5-0 --{ RW and cw k° co and CW co and CW HW and CW B22 1 Red Wine Bottle Cooler GLASTENDER ST60-SF w/casters 120 1 15A Q Q z Hill an liana connections HW andia W connections W U B23 1 New Beer Tower and Counter Top Drainer PERLICK TEE TOWERS 4006-413 1/2„ • a U w 15A ----------- B24 1 Existing POS Printers Dedicated Power Req'd 120 1 x o r� -- — --------- , E`1 ------------------ ----------------- — 5----------- -------------------- --- --s---------- -------- Ili - -