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HomeMy WebLinkAbout04 - Bistro 24 Minor Use Permit - PA2014-133 o4�Ewr°Q COMMUNITY DEVELOPMENT DEPARTMENT y PLANNING DIVISION u 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 (949) 644-3200 Fax: (949) 644-3229 c`�LfFOR�,P www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT October 16, 2014 Agenda Item No. 4 SUBJECT: Bistro 24 Minor Use Permit 800 Newport Center Drive, Suite 120 Minor Use Permit No. UP2014-035- (PA2014-133) APPLICANT: Gensler PLANNER: Makana Nova, Assistant Planner (949) 644-3249, mnova@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • Zone: PC-56 (Newport Center North, Block 800) • General Plan: CO-R (Regional Commercial Office) PROJECT SUMMARY A minor use permit to expand an existing 1 ,143-square-foot cafe by 471 square feet into an adjacent retail tenant space. The caf6 will operate with 810 sq ft of net public area and 36 seats, where the existing approval authorizes 12 seats. No alcohol service, live entertainment, dancing, or late hours of operation (after 11:00 p.m.) are proposed. The existing cafe operates under Modification Permit No. MD3782. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Draft Zoning Administrator Resolution No. _ approving Minor Use Permit No. UP2014-035 (Attachment No. ZA 1). DISCUSSION • The subject property is located within Block 800 and is bounded by Newport Center Drive, Santa Barbara Drive, and Santa Maria Road. Access is obtained from two driveways along Santa Barbara Drive and from the main parking garage on-site. The area of the subject property is 11.1 acres and the development on 1 V� QP �P Bistro 24 Minor Use Permit Zoning Administrator, October 16, 2014 Page 2 the property consists of three primary office/retail buildings and a parking structure with 977 parking stalls. • The area in the vicinity of the project site is developed with retail within Fashion Island to the southeast, a hotel to the southwest, and residential units in Block 800 to the northwest (The Colony). • Bistro 24 will expand into a former retail tenant space located on the first level of 800 Newport Center Drive. Bistro 24 offers a limited menu of food items including sandwiches, salads, and burgers intended to serve tenants within the Block 800 office development. • The General Plan designates this site as CO-R (Regional Commercial Office). The CO-R land use category is intended to provide for administrative and professional offices that serve local and regional markets, with limited accessory retail, financial, service, and entertainment uses. Food Service uses are expected to be found in this area as an accessory and complementary use to the surrounding commercial office uses. • Eating and Drinking Establishments are permitted uses with the approval of a minor use permit within the Block 800 Sub-Area of the PC-56 (North Newport Center Planned Community) Zoning District. • A parking structure and surface parking area containing 977 parking spaces is provided as a parking pool for Block 800. The cafe is classified as an accessory eating and drinking establishment and is expected to require 12 parking spaces at a rate of one space per three seats. At this rate, five additional parking spaces are required above the retail parking rate of one space per 250 square feet of gross floor area. This leaves a surplus of 120 parking spaces in the Block 800 parking pool. • Alcohol will not be served at the cafe and late hours of operation (after 11:00 p.m.) are not requested. The business will operate from 6:00 a.m. to 6:00 p.m., consistent with the original Modification Permit approval. Staff recommends extending the closing hours of operation from 6:00 p.m. to 10:00 p.m. to allow for additional flexibility with business operations during the evening dining hours. • The project is compatible with existing and allowed uses within the office development. Bistro 24 shares common access to the main building through an existing lobby area and separate exterior access to the outside of the building, which will allow it to effectively serve the needs of the nearby office tenants in Block 800. TmpIt:04-17-14 Bistro 24 Minor Use Permit Zoning Administrator, October 16, 2014 Page 3 ENVIRONMENTAL REVIEW The project is categorically exempt under Section 15303, of the State CEQA (California Environmental Quality Act) Guidelines - Class 3 (New Construction or Conversion of Small Structures). The Class 3 exemption includes a store, motel, office, restaurant, or similar structure not involving significant amounts of hazardous substances and not exceeding 2,500 square feet in floor area. The proposed restaurant is less than 2,500 square feet. Therefore, the use qualifies for a categorical exemption under Class 3. 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 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: Makana Vova Assistant Planner GR/mkn Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Site Photos ZA 4 Applicant's Project Description ZA 5 Project Plans TmpIt:04-17-14 J Attachment No. ZA 1 Draft Resolution 5 V� QP �P RESOLUTION NO. ZA2014-0## A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MINOR USE PERMIT NO. UP2014-035 FOR AN ACCESSORY EATING AND DRINKING ESTABLISHMENT WITH NO ALCOHOL SERVICE AND NO LATE HOURS OF OPERATION (AFTER 11:00 P.M.) LOCATED AT 800 NEWPORT CENTER DRIVE (PA2014-133) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Gensler, representing property owner, the Irvine Company, with respect to property located at 800 Newport Center Drive, requesting approval of a minor use permit. The property is legally described as Parcel 1 of Resubdivision No. 612 as recorded in Book 136, Page 22 of parcel maps of the County of Orange, California, being a division of a portion of Block 55 of Irvine's subdivision as shown on the map recorded in Book 1 Page 88 of Miscellaneous Record Maps, Records of Orange County, California. 2. The applicant requests a minor use permit to expand an existing 1,143-square- foot cafe by 471 square feet into an adjacent retail tenant space. The cafe will operate with 810 sq ft of net public area and 36 seats, where the existing approval authorizes 12 seats. No alcohol service, live entertainment, dancing, or late hours of operation (after 11 :00 p.m.) are proposed. The existing cafe operates under Modification Permit No. MD3782. 3. The subject property is located within the Block 800 Sub-Area of the PC-56 (North Newport Center Planned Community) Zoning District and the General Plan Land Use Element category is CO-R (Regional Commercial Office). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on October 16, 2014, 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 has been determined to be categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15303, Article 19 of Chapter 3, 7 Zoning Administrator Resolution No. ZA2014-0## Page 2 of 9 Guidelines for Implementation of the California Environmental Quality Act) under Class 3 (New Construction or Conversion of Small Structures). 2. The Class 3 exemption includes a store, motel, office, restaurant, or similar structure not involving significant amounts of hazardous substances and not exceeding 2,500 square feet in floor area. The proposed restaurant is less than 2,500 square feet. Therefore, the use qualifies for a categorical exemption under Class 3. SECTION 3. REQUIRED FINDINGS. Pursuant to the PC-56 (North Newport Center Planned Community) Zoning District, eating and drinking establishments require the approval of a minor use permit. The existing establishment operates pursuant to Modification Permit No. MD3782. The requested expansion of the cafe is considered a substantial change in operation that requires an amendment to the existing approval. In accordance with Section 20.52.020.F (Conditional Use Permit, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. The use is consistent with the General Plan and any applicable Specific Plan. Facts in Support of Finding: 1. The expanded eating and drinking establishment with no late hours and no alcohol service is consistent with the CO-R (Regional Commercial Office) land use designation of the General Plan. The CO-R designation is intended to provide for administrative and professional offices that serve local and regional markets with limited accessory retail, financial, service, and entertainment uses. Food Service uses are expected to be found in this area as an accessory and complementary use to the surrounding commercial office uses. 2. The project site is not located within a Specific Plan area. Finding: 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. Facts in Support of Finding: 1. Eating and drinking establishments require the approval of a minor use permit within the PC-56 (North Newport Center Planned Community) Zoning District for 07-22-2014 g Zoning Administrator Resolution No. ZA2014-0## Page 3 of 9 Block 800. The cafe is intended to serve tenants within the Block 800 office development. 2. The proposed use will comply with all applicable development and parking standards including those specific to the eating and drinking use classification. Finding: C. 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. Bistro 24 will occupy the existing cafe tenant space and expand into an adjacent retail tenant space. Prior to the expansion, a cafe has operated in this location since 1990. The tenant space within the office complex has operated as an eating and drinking establishment in the past and demonstrated the location's capability of operating as a compatible use with other land uses in the vicinity. 2. The proposed hours of operation are from 6:00 a.m. to 6:00 p.m. Because the conditions of approval require that the cafe close by 10:00 p.m. daily and prohibit alcohol service, live entertainment, and dancing, disturbance to adjacent uses is not anticipated. 3. Adequate parking is provided for the restaurant during all hours of operation. A minimum of 12 parking spaces are available for the restaurant's use within the parking pool for Block 800. 4. The proposed use will not necessitate high levels of lighting or illumination and all outdoor lighting must conform to Newport Beach Municipal Code Section 20.30.070 (Outdoor Lighting). 5. Existing trash storage for the restaurant is provided within a trash enclosure within the parking area. The requested changes to the restaurant operation are not expected to result in an increase in trash collection activities. 6. This is an existing restaurant location thatis compatible with other commercial uses in the area. The project includes conditions of approval to ensure that potential conflicts are minimized to the greatest extent possible. Finding: D. 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. 07-22-2014 9 Zoning Administrator Resolution No. ZA2014-0## Page 4 of 9 Facts in Support of Finding: 1. The project site is located within an existing office building and the tenant space is designed and developed for an eating and drinking establishment to serve tenants within the building. The design, size, location, and operating characteristics of the use are compatible with the surrounding neighborhood. 2. The existing parking lot and structure provides adequate circulation and parking spaces for patrons. Parking is in close proximity to the restaurant and does not create a traffic hazard in the surrounding area. 3. Adequate public and emergency vehicle access, public services, and utilities exist for the site. 4. The design of the improvements will comply with all Building, Public Works, and Fire Codes, and will be approved by the Orange County Health Department. Finding: 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. Facts in Support of Finding: 1. The renovation and expansion of the existing cafe will help the establishment serve as a support facility to office tenants located in Block 800. The establishment provides dining services as a public convenience to the surrounding development. 2. The project includes conditions of approval to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. The limited hours for the cafe are appropriate for the area and sufficient parking is available in the area to accommodate the restaurant. The operator is required to take reasonable steps to discourage and correct objectionable conditions that constitute a nuisance within the facility, adjacent properties, or surrounding public areas, sidewalks, or parking lots of the restaurant, during business hours, if directly related to the patrons of the establishment surrounding residents. 07-22-2014 2� Zoning Administrator Resolution No. ZA2014-0## Page 5 of 9 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use Permit No. UP2014-035 (PA2014-133), 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 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 Modification Permit No. MD3782, which upon vesting of the rights authorized by this application, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 16th DAY OF OCTOBER, 2014. Brenda Wisneski, AICP, Zoning Administrator 07-22-2014 11 Zoning Administrator Resolution No. ZA2014-0## Page 6 of 9 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING 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. All proposed signs shall be in conformance with the approved Comprehensive Sign Program for the project site and provisions of Chapter 20.42 (Signs) of the Newport Beach Municipal Code. 3. Use Permit No. UP2014-035 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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 Use Permit. 6. This Use Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare, or is materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 7. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require an amendment to this Use Permit or the processing of a new Use Permit. 8. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 9. A copy of the Resolution, including conditions of approval (Exhibit "A") shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 10. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the 07-22-2014 12 Zoning Administrator Resolution No. ZA2014-0## Page 7 of 9 Minor Use Permit file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Minor Use Permit and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 11. The establishment shall provide a maximum of 36 interior seats. 12. The hours of operation for food service, eating and drinking establishment are limited from 6:00 a.m. to 10:00 p.m., daily. 13. A minimum of 12 parking spaces shall be available for the cafe at a rate of one space per three seats. 14. Live entertainment, dancing, and alcohol service shall be prohibited. 15. A covered wash-out area for refuse containers and kitchen equipment, with minimum useable area dimensions of 36-inches wide, 36-inches deep and 72- inches high, shall be provided, and the area shall drain directly into the sewer system, unless otherwise approved by the Building Director and Public Works Director in conjunction with the approval of an alternate drainage plan. 16. 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. 17. Trash receptacles for patrons shall be conveniently located both inside and outside of the establishment, however, not located on or within any public property or right-of-way. 18. 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 debris and graffiti from the premises and on all abutting sidewalks within 20 feet of the premises. 19. 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 provisions of Title 14, including all future amendments (including Water Quality related requirements). 07-22-2014 13 Zoning Administrator Resolution No. ZA2014-0## Page 8 of 9 20. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 8:00 a.m., daily, unless otherwise approved by the Director of Community Development, and may require an amendment to this Use Permit. 21. Storage outside of the building in the front or at the rear of the property shall be prohibited, with the exception of the required trash container enclosure. 22. A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or 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. 23. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 20 (Planning and Zoning) of the Newport Beach Municipal Code. 24. 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 Bistro 24 cafe including, but not limited to, UP2014-035 (PA2014-133). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attomeys' 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. Building Division Conditions 25. 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. 07-22-2014 -1 Zoning Administrator Resolution No. ZA2014-0## Page 9 of 9 26. Public sanitation facilities shall be available to the general public (patrons) during regular business hours of the operation, unless otherwise approved by the Building Department. 27. All exits shall remain free of obstructions and available for ingress and egress at all times. Public Works Conditions 28. The parking layout shall comply with City Standard STD-805-L-A and STD-805- L-B. 29. County Sanitation District fees shall be paid prior to the issuance of any building permits. 07-22-2014 15 V� QP �P 2� Attachment No. ZA 2 Vicinity Map 17 V� QP �P sg ] � Jt o �• / y i i RIS I'A # r e1 O ' r• .gl _ Ir �� � F qeq V q�q Y OR 2 Cll, Newport Disclaimer: Every reasonable effort has been made to assure the Beach 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 4rEWr any results obtained in its use. e 0 200 400 Imagery: 2009-2013 photos provided by Eagle Feet Imaging www.eagieaerial.com �4ppPN 9/25/2014 1 C' V� QP �P �o Attachment No. ZA 3 Site Photos 21 V� QP �P r i '' •/ 1 r - r .._/ JTZ;, 23 V� QP �P Attachment No. ZA 4 Applicant's Project Description 25 V� QP �P 4675 MacArthur Court: 'R=.I 949,863.9434 Suite..100 Fax 94955:3,16/6 Newport Beach CA 97,660 USA Gensler August 25, 2014 The City of Newport Beach 100 Civic Center Drive PO Box 1768 Newport Beach, CA 92660 Subject: Bistro 24, Project Description and justification for Minor Use Permit Address: 800 Newport Center Drive, Suite 120 Bistro 24 is a small cafe that is being proposed for a portion (1,615 usf) of the ground floor at 800 Newport Center Drive. Recently there was another cafe in this location called Mj's Cafe. Bistro 24 is re-using the Kitchen area and they would be expanding slightly into what was a small hair salon.The reason for the expansion space is to capture more seating, (36 seats in total) The operating hours of this cafe will remain the same as those under the current Modification Permit#MD3782,from 6:00 AM to 6:00 PM. There will not be live entertainment or dancing, nor will alcohol be served. A grease receptor is not required for this facility. The establishment will comply with all requirements for an accessory food service. The requirements of compliance are as follows: 1. Sells food and/or beverages as an accessory use in a retail, office, or institutional structure; 2. Does not change the character of the principal use; 3. Does not sell, serve, or give away alcoholic beverages; 4. Does not have an entrance separate from the principle use; and 5. Has hours of operation that are the same as those of the principal use. Bistro 24 will be an amenity offered by The Irvine Company to the tenants at 800/840 and 860 Newport Center Drive.They offer healthy and quick sandwiches, salads burgers, etc. within a corporate setting. The mostly open cafe will include built-in millwork and seating for customers. Newfinishes and lightingwill be added to update the cafe. :Paul 5Mor ,ord Project Architect 27 V� QP �P �g Attachment No. ZA 5 Project Plans 29 V� QP �P 30 Attachment No . ZA 5 - Project Plans BISTRO 24 800 800 NEWPORT CENTER DRIVE , SUITE 120 NEWPORT CENTER DRIVE NEWPORT BEACH , CA 92660 slow MR VICINITY MAP CONTACTS / CONSULTANTS GENERAL NOTES ABBREVIATIONS DRAWING INDEX OWNER: IRVINE COMPANY 1• THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION A2ol 2007 EDITION OF A H T W ARCHITECTURAL Gensler 111 Innovation Drive THE AMERICAN INSTITION of ARCHITECTS AS MODIFIED AND AS MADE A PART OF THE GC. A C AIR CONDITIONING HDWR. HARDWARE T&B TOP AND BOTTOM WEST N800.0120.CS COVER SHEET 4675 MacArthur Court CONTRACT WITH OWNER. / (W) Irvine, Go 92617 ACOUS. ACOUSTICAL HDWD. HARDWOOD TECH. TECHNICAL W/ WITH AO.O FOR REFERENCE ONLY SITE PLAN INFORMATION Suite 100 Tel: 949.720.2400 2• "ARCHITECT' AS USED IN THESE DOCUMENTS REFERS To: ACOUS.T ACOUSTICAL TILE HOT. HEIGHT TEL TELEPHONE W.C. WALL COVERING A0.1 FOR REFERENCE ONLY SITE PLAN INFORMATION Newport Beach California 92660 SrENSLER (OR AC.T.) H.M. HOLLOW METAL TEMPD. TEMPERED WD WOOD Tel: 949.863.9434 Fax: 949.721.1125 4675 MacArthur Court, Suite 100 ADD'N(L). ADDITION(AL) HORIZ. HORIZONTAL TEMP'Y TEMPORARY WOW. WINDOW AO.2 FOR REFERENCE ONLY SITE PLAN INFORMATION Fax: 949.553.0372 Newport Beach CA 92660 ADJ. ADJUSTABLE HVAC HEATING, TEMP. q_ TEMPERED GLASS W.H. WATER HEATER ,3 FOR REFE E E 0 LY SITE PL INFORMATION E-Mail: msantley®irvinecompany.com Tel: 949.863.9434 Fax: 949.553.1676 ALUM. ALUMINUM VENTILATING AND THK. THICK(NESS) W/0 WITHOUT 1Zo_ Contact: Mike Santley 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES ALT. ALTERNATE AIR CONDITIONING TYP. TYPICAL W.S. WEATHERSTRIPPING N800.0120.000 SITE, OCCUPANCY AND EXIT PLAN REGULATIONS AND ORDINANCES HAVING JURISDICTION. ANDD. ANODIZED H.W. HOT WATER WT. WEIGHT l0 405 TENANT: Managing Member Al APPROVED U y 8 .0 E N A 55 �R' 17851 Sky Park, Suite F 4• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH BY APPROX. APPROXIMATE I U.L UNDERWRITERS N800.0120.DRCP DEMOLITION REFLECTED CEILING PLAN BISTRO 24 Irvine CA 92614 CORPORATE STANDARDS SPECIFICATIONS AS APPROVED BY THE IRVINE COMPANY. YD. YARD (A.K.A...T.I.C.) WHEN SEPARATELY BOUND SPECIFICATIONS ACCOMPANY THESE DRAWINGS, THEY ARCH. ARCHITECT R I.M. ICE MAKER LABORATORY N800.0120.FP CONSTRUCTION PLAN Tel: 714.713.3870 SHALL BE CONSIDERED PART of THESE CONSTRUCTION DOCUMENTS ARCHITECTURAL I.D. INSIDE DIAMETER UTIL UTILITY N800.0120.PC POWER & FURNITURE PLAN AUTO. AUTOMATIC INCL INCLUDE(D)(ING) U.O.N. UNLESS OTHERWISE ROUND Fax: 949.748.7887 AVG. AVERAGE INFO. INFORMATION NOTED / o N800.0120.RC REFLECTED CEILING PLAN SUITE#120 5. INSTALL ALL MANUFACTURE) ITEMS MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH N800.0120.FN FINISH PLAN E-Mail: jon@24carrots.com THE MANUFACTURER'S SPECIFICATIONS. B AND INCAN. INCANDESCENT V 0 SQ•FT• E1 MILLWORK ELEVATIONS & SECTIONS SCOPE OF WORK: 1,615 Contact: Jon Brown A.F.F. ABOVE FINISH FLOOR VERT. VERTICAL SQUARE D1 ARCHITECTURAL DETAILS USF: 1,615 RSF: 1,870 6. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS JAN. JANITOR VEST. VESTIBULE o 1 800 NEWPORT CENTER DRIVE PROPERTY MANAGER: IRVINE COMPANY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH B V.LF. VERIFY IN FIELD CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGUARDING THESE OR OTHER COORDINATION INCHES (OR DITTO) D2 STRUCTURAL DETAILS 73 840 Newport Center Drive, Suite 110 QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE BD. BOARD L VOL VOLUME NEWPORT BEACH BUILDING Newport Beach, CA 92660 ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH WORK IN BLDG. L ANGLE VER VERIFY CALIFORNIA 92660 Tel: 949.734.6221 QUESTION OR RELATED WORK. BLKG. BLOCKINGBRIJ BRACKET LAM: LAMINATE EQUIPMENT LB. (ORI) POUND "b Fax: 949.734.6829 7. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REWIRED BRZ. BRONZE FS-1 PROPOSED EQUIPMENT FLOOR PLAN EQUIPMENT '4 LH. LEFT HAND BLDG FIRE DEPT NOTES BUILDING PERMITS. BSMT. BASEMENT LIST, ROOM FINISH SCHEDULE & GENERAL NOTES BUILDING TYPE: tiy�4 E-Mail: vlane®'irvinecompany.com S Contact: Valerie Lane 8. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF ORDERED C M FS-2 EQUIPMENT SCHEDULE & EXISTING EQUIPMENT TYPE 1-A, FULLY SPRINKLERED 2 CAB. CABINET FLOOR PLAN OCCUPANCY GROUP:CONSTRUCTION MANAGER: IRVINE COMPANY ITEMS. MAINZ MAINTENANCE C.C. CENTER TO CENTER FIRE PROTECTION EQUIPMENT FS-3 EQUIPMENT PLUMBING NOTES & REQUIREMENTS, B OFFICE 111 Innovation Drive 9. CONTRACTOR SHALL SUBMIT ONE SEPIA SET OF SHOP DRAWINGS OF ALL STONEWORK, CER. CERAMIC MAX. MAXIMUM Irvine, Ca 92617 MILLWORK, MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP Cl CALKING MECH. MECHANICAL 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN EQUIPMENT ELECTRICAL NOTES & REQUIREMENTS NUMBER OF STORIES: 7 t^ja DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS SETTING M.C. MAIL CHUTE 2-A / 2A-10BC 1WTHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS Tel: 949.720.4300 DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES LOCATION AND ORIENTATION CLG CEN ER LINE MTL METAL MECHANICAL OF ALL ITEMS SHALL BE CLEARLY INDICATED, BEGIN FABRICATION ONLY AFTER RECEIVING OF THE BUILDING ON EACH FLOOR. ALSO DURING CONSTRUCTION. Fax: 949.720.4406 MEZZ. MEZZANINE SEPARATE PERMIT IS ARCHITECTS AND/OR TENANT CONSTRUCTION COORDINATOR'S APPROVAL OF SHOP DRAWINGS (OR CEIL) MFG. MANUFACTURING 2. PROVIDE ALL FIRE EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT N80.0120.M1 MECHANICAL NOTES & DETAILS REQUIRED FOR SPRINKLER E-Mail: vblackbuninGrvinecompany.com CLOS. CLOSET MFR. MANUFACTURER FIELD INSPECTOR. N80.0120.M2 MECHANICAL HVAC PLAN AND SMOKE DETECTOR SYS. Contact: Vem Blackburn 10. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND Cl CLEAR MGR. MANAGER N80.0120.M3 MECHANICAL TITLE 24 FORMS WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY Cl OPG. CLEAR OPENING MIN. MINIMUM EXITS ARCHITECT: GENSLER DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT COL COLUMN misc. MISCELLANEOUS SITE PLAN DESIGN PROFESSIONAL SACRIFICING QUALITY, APPEARANCE AND FUNCTION, UNDER NO CIRCUMSTANCES WALL THE CONIC. CONCRETE 3. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE 4675 MacArthur Court, Suite 350 MTD. MOUNTED ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS CONN. CONNECT OR USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIALELECTRICAL IN RESPONSIBLE CHARGE Newport Beach, CA 92660 NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. CONNECTION MUL MULLIONLOCKING DEVICES SHALL BE OF AN APPROVED TYPE: ALL NEW DOORS JMETAL THRESHOLD N80.0120.TEMS MASTER SHEET Tel: 949.260.8581 CONST; CONSTRUCTION I MICROWAVE SHALL HAVE APPROVED LEVER HANDLES. N80.0120.T24 TITLE 24 FORMS 11. ALL WORK NOTED CONST. OR 'NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONT. CONTINUOUS Fax: 949.553.1676 CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE COR. CORNER N 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING N80.0120.EL LIGHTING PLAN E-mail: Paul-MorfordOgensler.com CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CORR. CORRIDOR (N) NORTH 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. N80.0120.EP POWER PLAN CONTRACTORS AS REQUIRED. FEE REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR CTR. CENTER Contact: Paul Morford N. NEW ` BOTH. C.W. COLD WATER NEG. NEGATIVE 5. SMOKE AND FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS J 800 N.C.D. MECHANICAL, ELECTRICAL AND PASCOE-DIRPES & ASSOCIATES, INC. 12. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES N.I.C. NOT IN CONTRACT PENETRATE FIRE-RATED WALLS OR CEILINGS. PLUMBING PLUMBING ENGINEER; 5430 Trabuco Rd. IN THE SAME PLANE. N0.(OR ) NUMBER N800.0120.P1 PLUMBING COVER SHEET WIDE MINIMUM AT ALL PUBLIC AREAS Q7Q " Q Q (BY SUBCONTRACTOR) 13. 'TYPICAL' AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS Irvine, CA 92620 D.A. DOUBLE-ACTING N.T.S. NOT TO SCALE 6. MAINTAIN EXIT AISLES 44 N800.0120.132 PLUMBING DEMOLITION PLAN THE SAME DBL DOUBLE Tel: 949.852.1491 OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DEPT. DEPARTMENT 0 N800.0120.P3 WASTE AND VET PIPING PLAN DET. DETAIL O.A. OVERALL INTERIOR FINISHES & FLAME RETARDANT N800.0120.P4 WASTE AND VET PIPING PLAN D Fax: 949.8521301 D.F. DRINKING FOUNTAIN O.C. ON CENTER 7. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AND CLASSROOM �, D (� 14. DETAILS ARE USUALLY KEYED AND NOTED 'TYPICAL' ONLY ONCE, WHEN THEY FIRST OCCUR, E-mail: projects�pda-eng.com AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DIA.. DIAMETER O.D. OUTSIDE DIAMETER v O Qp Contact: Cornelia Dirpes DIM. DIMENSION OFF. OFFICE AREAS SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING OF DD 15. COLUMN CENTERUNES (ALSO REFERRED TO AS GRID UNES) ARE SHOWN FOR DIMENSIONING 200 CLASS C © �� DIV. DIVISION O.H. OPPOSITE HAND ( ) FIRE/LIFE SAFETY ENGINEER: TRL SYSTEMS, INC. PURPOSES. (RE BASE BUILDING DRAWINGS EXACT LOCATION) ON. DOWN B. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL FIRE SPRINKLER G OPNG. OPENING (� C� (BY SUBCONTRACTOR) 9531 Milliken Ave DR. DOOR OPP. OPPOSITE NOT EXCEED AN END POINT FLAME SPREAD RATING OF 75 (CLASS B) N800.0120:FS FIRE SPRINKLER PIPING PLAN q n 16. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED.: Rancho Cucamonga CA 91730 DWG. DRAWING ORIG. ORIGINAL 9 DRW. DRAWER 9. INTERIOR WALL AND CEILING FINISHES FOR INTERIOR AREAS SHALL 0 � Tel: 818.821.9679 17. DO NOT SCALE DRAWINGS DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER DW. DISHWASHER P ISSUE DATE ISSUE SMALL SCALE DETAILS. NOT EXCEED AN END POINT FLAME. RATING OF 200 (CLASS C). FIRE LIFE�SAFETY j Fax: - PART. BD. PARTICLE BOARD 06.27.14 ISSUE FOR BD a E 10. INTERIOR WALL AND CEILING FINISHES FOR ENCLOSED STAIRWAY SHALL o E-mail: clo ez®trls tems.com 18. ALL WORK.PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING P.LAM. PLASTIC LAMINATE N800.0120.N68 FIRE LIFE/SAFETY a P Contact:Clara Lopez STANDARDS SEE NOTE NUM. 10 FOR ALTERNATES. (EJ EAST PLAS. PLASTER NOT EXCEED AN END POINT FLAME RATING OF 75 (CLASS B) 09.26.14 PC1/BU11E11N /1 19. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGSELEC. ELECTRIC PLY. PLYWOOD NGS AS NEEDED TO EL ELEVATION PJ PANEL 11. ANY DECORATIONS (CURTAINS, DRAPERIES, SHADES, HANGINGS, ETC). NOTE: FIRE SPRINKLER AND FIRE LIFESAFETY TO BE SUBMITTED WITHIN ye o o FIRE SPRINKLER CONTRACTOR FIRE PROTECTION SPECIAUSTS REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES USED SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN 2 WEEKS OF PLAN CHECK. BY SUBCONTRACTOR 2810 East Miraloma Ave. ELEVR. ELEVATOR PR. PAIR ( ) ENGR: ENGINEER PREFAB. PREFABRICATED APPROVED MANNER. � 0 20. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS 0 o Anaheim, CA 92806 EQ. EQUAL PROD. PROJECT 00 0 COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND LOBBIES OF TRAVEL TO EQUIP. EQUIPMENT PTN. PARTITION Tel: 714.635.6500 THE JOB SITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS LOBBIES AND CORRIDOR CARPET. EXH. EXHAUST PTD. PAINTED Q Fax: 714.635.4422 EXIST. EXISTING Q E-mail: don®fireprotectionspecialists.com 21. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR, OR REPLACE SAID DOOR IF NOT ABLE EXPAN. EXPANSION Contact: Dan Rambo TO REFINISH. EXPOS. EXPOSED QUAL QUALITY 22. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS & SHALL PROVIDE SAID DOCUMENTATION TO EXT. EXTERIOR QUAN. QUANTITY NEWPORT BEACH FIRE AUTHORITY NOTES: EQUIPMENT RESTAURANT PLANNING SERVICES TENANT CONSTRUCTION COORDINATOR UPON COMPLETION OF TENANT CONSTRUCTION. NO ELECT. ELECTRICAL R 1942 E. Edinger EXCEPTIONSF RE. RELOCATE 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN Santa Ana CA 92705 23. BUILDING OWNER: IRVINE COMPANY R. REMOVE ADVANCE. PHONE NO:: 949.644.3106 RAJ FIRE ALARM BISTRO 24 INFORMATION CHART R/A RETURN AIR Tel: 714.258.3901 FABR. FABRICATE RAD. RADIUS 2 LOCATIONS & CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH Fax: 714.258.7812 F.E. FIRE EXTINGUISHER RECEP. RECEPTACLE THE CFC SECTION 906 & PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE HOURS OF OPERATION FROM 6:OOAM TO 6:OOPM E-mail: rps1942®rnsn.com CONSTRUCTION NOTES F.E.C. FIRE EXTINGUISHER REF. REFERENCE INSPECTOR. PROJECT INFORMATION CABINET REIN REFLECTED ROOM RM SIZE LOAD FACTOR ROOM Contact: Bob Parr F.F. FINISH FLOOR REINF. REINFORCED 1 STORAGE, DISPENSING OR USE OF ANY FLAMMABLE & COMBUSTIBLE UOUIDES, FLAMMABLE F.H.C. FIRE HOSE CABINET RESIL RESILIENT & COMPRESSED GASSES & OTHER HAZARDOUS MATERIALS SMALL COMPLY WITH UNIFORM NAME (S.F.) PER CBC TABLE OCC. 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION FIRE CODE REGULATIONS. THE STORAGE & USE OF HAZARDOUS MATERIALS SHALL BE 1 . LOCAl10NS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS FIN. FINISH(ED) READ. REQUIREDJ FLOOR APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED 1004.1.2 LOAD SHALL BE AS SHOWN ON PARTITION PLAN: IN CASE OF CONFLICT, NOTIFY FLUOR. FLUORESCENT R.H. RIGHT HAND ON-SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE & USE OF IST FLOOR PLUMBING FIXTURE CALCULATIONS PER 2013 Cl TABLE RM. ROOM HAZARDOUS MATERIALS. DINING ROOM 507 15 34 ARCHITECT; PARTITION PLAN BY ARCHITECT SUPERSEDES OTHER PLANS. F.O.C. FACE OF CONCRETE 422.1 - ASSEMBLY, RESTAURANT USE F.O.F. FACE OF FINISH RNID. ROUND ` BUILDING TYPE: TYPE I- A 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE F.O.G. FACE OF GYP. BD. R.O. ROUGH OPENING 4. BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK, (MATERIALS IN CLOSELY PACKED PILES WAITING AREA 303 15 20 J� - N. REV. REVISION a a OR ON PALLETS. OR IN RACKS WHERE THE TOP OF STORAGE EXCEED 12 FEET IN HIEGHT a DINING ROOM: F.O.S. ACE OF SND BACK OF HOUSE 405 200 3 11 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR' SHALL BE AND 6 FEET FOR GROUP A PLASTICS & CERTAIN OTHER HIGH-HAZARD COMMODITIES). 507/30 = 17 OCCUPANTS F.0 W. FACE OF WALL 11 MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING S HIGH-PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TOMATERIALS NUMBER OF STORIES: 7 WAITING AREA: Fl FRAME SERVICE 400 200 2 2 CARPET, CERAMIC TILE, VCT, ETC.. F.S. FULL SIZE (S) SOUTH BEING STORED ON-SIZE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED 303/30 = 11 OCCUPANTS }1 FT. FOOT OR FEET S.C. SOLID CORE STORAGE IN ACCORDANCE WITH THE CFC CHAPTER 23. o 3. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, F-F FACE TO FACE SCHED. SCHEDULE EXISTING GROSS FLOOR AREA 1,108 Sq.R. PROJECT SQUARE FOOTAGE: U.S.F.= 1,615 R.S.F= 1,870 BACK OF HOUSE: 31 OCCUPANTS 5. ALL WEATHER FIRE ACCESS ROADS SHALL BE APPROVED BY THE N.B.F.A & IN PLACE UNLESS OTHERWISE NOTED. FURR. FURRING SECT. SECTION 8 405/400 = 2 OCCUPANTS SHT. SHEET BEFORE ANY COMBUSTIBLE MATERIALSFt ARE PLACED ON THE SITE. ACCESS ROADS SHALL PROPOSED GROSS FLOOR 1,615 Sq.R. SERVICE: BE MAINTAINED CLEAR OF OBSTRUCTIONS SCOPE OF WORK: SO .FT. = 1,615 4. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF (, SIM. SIMILAR °a 400/400 = 1 OCCUPANTS COLUMN OR WINDOW MUWON, UNLESS OTHERWISE NOTED. GO. GARBAGE DISPOSAL S0. SQUARE 6. ACCESS GATES SHALL BE IN COMPLIANCE WITH THE CFC CHAPTER 5 & NEWPORT BEACH EXISTING NET PUBLIC AREA 303 S R. GA. GAUGE SF(OR ) 0 SQUARE FEET FIRE AUTHORITY GUIDELINES A SEPARATE PLAN SUBMITTAL &.APPROVAL BY ORANGE q' BUILDING IS SPRINKLERED: SEPARATE PERMIT IS REQUIRED FOR 31 TOTAL OCCUPANTS/2 = 16 PER MALE MALE 5• COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING, GEN. GENERAL S.S. STAINLESS STEEL COUNTY FIRE AUTHORITY IS REQUIRED. PROPOSED NET PUBLIC AREA 810 Sq.R. 1 SPRINKLER SYSTEM / VERIFY EXACT LOCATIONS IN FIELD. G.F.I. GROUND FAULT ISOLATED ST. STAIN GL. GLASS OR GLAZED STA. STATION 7. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM, WATER CLOSETS: 6. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS ON FLOOR GYP. GYPSUM STD. STANDARD OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO EXISTING NUMBER OF SEATS 12 DRAWN BY: EV GROUP A-2 ASSEMBLY, RESTAURANT MALE REQUIRED WATER CLOSETS: 1 STI. STEEL INSTALLATION, A SEPARATE PLAN SUBMITTAL & APPROVAL BY NEWPORT BEACH FIRE OCCUPANCY GROUP: WITH PAINT FOR RENEW BY ARCHITECT PRIOR TO INSTALLATION. REVIEW WILL GYP. BD. GYPSUM BOARD 1: 1-50 TOTAL # OF PROVIDED WATER CLOSETS - 2 BE FOR DESIGN INTENT, CONTRACTOR SHALL COORDINATE AND VERIFY ALL STRUCT. STRUCTURAL AUTHORITY IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. PROPOSED NUMBER OF SEATS 26 CHECKED BY: SP M CODES & REGULATIONS: C.B.C. 2013 FEMALE REQUIRED WATER CLOSETS: 2 CONDITIONS TO ENSURE PROPER FIT, SUSP. SUSPEND(M) PROJECT NO.: 07.1136.034 SYMM. SYMMETRICAL 8. A LETTER OF INTENDED USE FOR THE STRUCTURE(S) MAY BE REQUIRED BY THE FIRE - NO ALCOHOL OR LIVE MUSIC WILL BE PROVIDED AT THIS ESTABLISHMENT. FILE: \V0Cjyark\PFP\ffiK\I\N2lk; C.F.C. 2013 1: 1-25 TOTAL # OF PROVIDED WATER CLOSETS - 4 .SYS, SYSTEM INSPECTOR 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 - THIS CAFE COMPLIES WITH ALL ACCESSORY FOOD SERVICE USE REQUIREMENTS. C.M.C. 2013 2: 26-50 SPL. SPLASH C.P.C. 2013 POUNDS FOR INTERIOR AND EXTERIOR DOORS, MEASURED AT RIGHT ANGLES TO S. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDTION SCALE: / N A C.E.C. 2013 URINALS: HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS, TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTATION FOR FIRE DEPARTMENT ACCESS MALE REQUIRED URINALS: 1 CORRESPONDING DEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED HYDRANT LOCATIONS WATER AVAILABIUTY AND FIRE LANE MARKINGS SHALL BE SUBMITTED FEDERAL ADDAG IIITo AND APPROVED BY THE NEWPORT BEACH FIRE AUTHORITY PRIOR TO THE APPROVAL LOCAL & CITY REGULATIONS 1: 1-200 TOTAL # OF PROVIDED URINALS - 3 TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED OF ARCHITECTURAL PLANS. A NEWPORT BEACH FIRE AUTHORITY APPROVED SITE PLAN FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. SHALL BE SUBMITTED WITH THE ARCHITECTURAL PLANS LAVATORIES: 0 1 2 4 8 MALE REQUIRED LAVATORIES: 1 8. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE 10. IN STRUCTURES OF UNDETERMINED USE THE MINIMUM FIRE SPRINKLER DESIGN DENSITY 1: 1-150 TOTAL # OF PROVIDED LAVATORIES - 3 OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WHICH RETRACT REQUIRED SHALL BE ORDINARY HAZARD (GROUP 2) WITH A DESIGN AREA OF 3,000 SQ. FT. FEMALE REQUIRED LAVATORIES: 1 BOTH LOCKS WITH A SINGLE OPERATION. COVER SHEET 1; 1-150 TOTAL OF PROVIDED LAVATORIES - 3 11. AN AUTOMATIC PROCESSING EQUIPMENT SYSTEM SHALL D PROVIDED TO PROTECT COMMERCIAL TYPE # 9. 'DEAD BOLT ARE NOT PERMITTED ON EXIT DOORS.° G.C. TO PROVIDE A FOOD HEAT PROCESSING EQUIPMENT THAT PRODUCES AGREASE-LADEN VAPORS A DURABLE SIGN PLACED OVER THE MAIN EXIT DOORS STATING 'THIS DOOR TO SEPARATE PLAN SUBMITTAL IS REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL . JwOAA REMAIN UNLOCKED DURING BUSINESS HOURS." BE IN ACCORDANCE WITH CFC SECTION 904: N800.011 fC%S 31 Attachment No . ZA 5 - Project Plans STRIPING / SITE STRIPING / SITE IMPROVEMENTS IMPROVEMENTS Pacific Fianancial Plaza 840 Newport Center Dr. 840 NEWPORT CENTER DRIVE Newport Beach, CA NEWPORT BEACH , CA 92660 I BUILDING DEPARTMENT NOTES GENERAL NOTES CEILING NOTES PROJECT TEAM DRAWING INDEX FIRE PROTECTION EQUIPMENT 1. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" A201 1987 EDITION OF THE AMERICAN 1. ALL HANGER WIRE SHALL BE #12 GAUGE AT 4'-0" O.C. EACH DIRECTION. (EXCEPT AT LIGHT FIXTURES -SEE INSTITUTE OF ARCHITECTS AS MODIFIED AND AS MADE A PART OF THE G.C. CONTRACT WITH OWNER. NOTES 2 AND 3). 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A / 2A-106C WITHIN 75 OWNER THE IRVINE COMPANY ARCHITECTURAL FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.ALSO DURING CONSTRUCTION. 2• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND 2. ALL LIGHT FIXTURES (NOT SHOWN) PROVIDE HEAVY DUTY MAIN "T" RUNNERS OR RUNNERS WITH SIMPLE SPAN 111 Innovation ORDINANCES HAVING JURISDICTION. VALUE OF 28.0 LBS L.F. AND WIRE HANGERS AT 48" O.C. AT EACH SIDE OF EACH FIXTURE RUN. SEE ELECT. Irvine, CA 92617 2. PROVIDE ALL FIRE EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH BY THE PROPERTY / Tele Fax: 949-720-4400 949-720-4401 A0.0 COVER SHEET DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATION/DIRECTIONS OF FIXTURE. BRACE TRACK LIGHTS AS � � MANAGEMENT. SEE BUILDING'S CONTRACTOR REGULATIONS. WHEN SEPARATELY BOUND SPECIFICATIONS REQUIRED. Contact: Tom Boyer/ Scott Beach AO.1 OVERALL SITE PLAN 3. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS casco 3. SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. FIXTURES SHALL BE AS INDICATED SHALL HAVE APPROVED LEVER HANDLES. 4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. IN REFLECTED CEILING PLAN. FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS. A0.3 ENLARGED PLANS CONSTRUCTION MANAGER THE IRVINE COMPANY DESIGN S T U D I O 4. EXIT DOORS SHALL SWING IN THE DIREC11ON OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY 5. SUB CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND 4. LATERAL SUPPORTS TO BE PROVIDED BY FOUR WIRES OF MIN. 12 GA. SPLAYED IN FOUR DIRECTIONS 90 111 Innovation C1 ACCESSIBLE PARKING STALL HAZARDOUS AREA. Irvine, CA 92617 RELOCATION PLAN CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE DEGREES APART AND CONNECTED TO THE MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER AND TO THE Tele/Fax: 949-720-4419/ 949-720-4406 1 LICENSE #790706 ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE STRUCTURE ABOVE OR TO PARTITION WALLS OR TO BRACING AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM 5. SMOKE AND FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS email: vblackburn�irvinecompany.com OR CEILINGS. FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT AND/OR CONSTRUCTION MANAGER BEFORE PROCEEDING THE PLANE OF THE CEILING SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST Contact: Vernon Blackburn 16531 Scientific Way, Irvine, CA 92618 WITH WORK IN QUESTION OR RELATED WORK. POINT WITHIN 4'-0" FROM EACH WALL. t: 949.679.6880 1 f: 949.679.6890 6. MAINTAIN EXIT AISLES 44" WIDE MINIMUM AT ALL PUBLIC AREAS. 6. SUB CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF LONG LEAD ITEMS. 5. ANY ROOM OVER 100 SQUARE FEET SHALL HAVE THE LIGHTING SWITCH IN SUCH A WAY SO THAT THE 7. DOORS OPENING INTO REQUIRED 1-HR. FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR 7. SUB CONTRACTOR SHALL SUBMIT ONE REPRODUCIBLE SET OF SHOP DRAWINGS OF ALL STONEWORK, MILLWORK, LIGHTING MAY BE REDUCED BY ONE HALF IN A UNIFORM PATTERN. GENERAL CONTRACTOR/ ARCHITECTURAL CASCO CONTRACTORS DRAFT-STOP FIRE ASSEMBLY HAVING A 20-MINUTE RATING, AND BE SELF CLOSING. MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP DRAWINGS SHOULD INCLUDE DETAILED 16531 Scientific Way FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL 6. THE TERMINAL ENDS OF EACH CROSS RUNNER & MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAX. Irvine, CA 92618 Property Owned & Managed by SCHEDULES, LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION OF 8" FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GA. WIRE OR APPROVED WALL SUPPORT. Tele Fax: 949-679-6880 949-679-6890 8. MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS NEEDED. / / ONLY AFTER RECEIVING ARCHITECTS AND/OR CONSTRUCTION MANAGER'S FINAL REVIEW OF SHOP DRAWINGS. email: terry@cascocontractors.com II-Vine Company INTERIOR FINISHES & FLAME RETARDANT SUSPENDED CEILINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASCE 7-05 SECTION 13.5.6. Contact: Terry Casey 8. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN Contact: Andy Magono 9. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AND CLASSROOM AREAS SHALL NOT EXCEED AN END THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. POINT FLAME SPREAD RATING OF 200 (CLASS C). CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS AS REQUIRED. G.C. SHALL INCLUDE WORK BY OTHERS IN THE CONSTRUCTION SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF WORK. B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2.0 10. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED AN END POINT FLAME SPREAD g "ALIGN" AS USED IN THESE DOC. SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END THE CEILING GRID SHALL BE ATTACHED RATING OF 75 (CLASS B). TO THE CLOSURE ANGLE.THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 INCH 10. "TYPICAL" OR "TYP." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. PROJECT INFORMATION 11. INTERIOR WALL AND CEILING FINISHES FOR INTERIOR AREAS SHALL NOT EXCEED AN END POINT FLAME RATING REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. C. FOR CEILING AREAS EXCEEDING 1,000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE OF 200 (CLASS C). 11. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND ARE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE 12. INTERIOR WALL AND CEILING FINISHES FOR ENCLOSED STAIRWAY SHALL NOT EXCEED AN END POINT FLAME REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. APPROXIMATELY EQUAL. RATING OF 75 (CLASS B) 12, PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL. COMPLY WITH BUILDING CODES. D. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT BUILDING ADDRESS: 840 NEWPORT CENTER DRIVE 13. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED. PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET SHALL BE BUILDING TYPE: TYPE 1A, FULLY SPRINKLERED PER NEPA 13 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON 13. ANY DECORATIONS (CURTAINS, DRAPERIES, SHADES, HANGINGS, ETC). USED SHALL BE NON-COMBUSTIBLE OR PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE BE FLAMEPROOFED IN AN APPROVED MANNER. 14. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES CG - COMMERCIAL GENERAL ORDINANCES OF THE CITY OF NEWPORT BEACH AND FURTHER, IF 15. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING STANDARDS. PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA ZONING: 16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OFA JOB AFTER ITS COMPLETION. SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND PATH OF TRAVEL TO THE JOB SITE AND SHALL BRACING IN ACCORDANCE WITH ITEM C. AND ORDINANCES OF THE CITY OF NEWPORT BEACH PRIOR TO FINAL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR CARPET. E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND NUMBER OF STORIES: 7 BUILDING INSPECTION. 17. PUBLIC RESTROOMS SHALL NOT BE USED TO CLEAN EQUIPMENT. OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVES, OR ADAPTER THROUGH THE CEILING 18. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST ONE INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, OCCUPANCY GROUP: GROUP B/ OFFICE, BUSINESS AREA SIGNATURE DATE STATE LICENSE NO. A SWING JOINT THAT CAN ACCOMMODATE ONE INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS 19. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. ��p PRpF� LANDLORD TO ENSURE SECURITY. ��' �A 0 ScP CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 20. RECYCLE 50% OF CONSTRUCTION WASTE MATERIALS. ONCE REMOVAL OF WASTE MATERIAL HAS OCCURRED, F. (� U RECEIPTS/ RECORDS ARE TBE COLLECTED FROM RECYCLING DEALER/ WASTE HAULER. RECYCLING DEALER/ D WASTE HAULER MUST IDENTIFY SCOPE OF WORK SQUARE FOOTAGE: ±1,500 SF W No.790706 FY THE AMOUNT OF WASTE RECYCLED AND DISPOSED. FINAL INSPECTION CAN NOT G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. BE REQUESTED UNTIL THE RECEIPTS/ RECORDS ARE COLLECTED AND DOCUMENTS DEMONSTRATE THAT 50% OF H. SUSPENDED CEILINGS SHALL BE SUBJECT TO SPECIAL INSPECTION. Nj�0 ren.01/31/2015 eco MATERIAL WERE RECYCLED. DOCUMENTATION MUST BE SUBMITTED AND APPROVED BY ADMINISTRATIVE SPRINKLERS: YES - FULLY SPRINKLERED 9T Fo coN� Q� AUTHORITY. BUILDING INSPECTOR WILL REQUEST APPROVED DOCUMENTATION. 7. A STRUT FASTENED TO THE MAIN RUNNER SHALL EXTEND TO AND FASTENED TO THE STRUCTURAL MEMBERS SCF CA��F� SUPPORTING THE ROOF OR FLOOR ABOVE AT 12" O.C. IN BOTH DIRECTIONS AND WITHIN 6" FROM WALLS. 21. BUILDING OWNER: THE IRVINE COMPANY. 8. SUSPENDED CEILINGS SHALL CONFORM WITH ASTM C 636. ISSUES AND REVISIONS 9. INSULATION DIRECTLY OVER SUSPENDED CEILING IS NOT ALLOWED, UNLESS THERE ARE CONDITION SPACES WITH NO. DATE ISSUES AND REVISIONS BY CHECK NEWPORT BEACH FIRE DEPARTMENT NOTES A COMBINED FLOOR AREA NO GREATER THAN 2,000 SQUARE FEET IN AN OTHERWISE UNCONDITIONED BUILDING, 03.20.14 ISSUE TO BUILDING OWNER AM AM AND WHEN THE AVERAGE HEIGHT OF THE SPACE BETWEEN THE CEILING AND THE ROOF OVER THE SPACES IS GREATER THAN 12 FEET, INSULATION PLACE DIRECT CONTACT WITH A SUSPENDED CEILING WITH REMOVABLE 04.18.14 ISSUE TO BUILDING OWNER AM AM I. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE. PHONE7 949.644.3106 CEILING PANELS SHALL BE AN ACCEPTABLE METHOD OF REDUCING HEAT LOSS FROM A CONDITIONED SPACE 04.25.14 ISSUE FOR PLAN CHECK AM AM AND SHALL BE ACCOUNTED FOR IN HEAT LOSS CALCULATIONS. 2. LOCATIONS & CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE CFC SECTION D 06.11.14 PLAN CHECK RE-SUBMITTAL AM AM 906 & PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. 3. STORAGE, DISPENSING OR USE M ANY FLAMMABLE & COMBUSTIBLE EFLAMMABLE & COMPRESSED GRAPHIC SYMBOLS CODES AND REGULATIONS SCOPE OF WORK GASSES & OTHER HAZARDOUS MATERIALS SAHALL COMPLY WITH UNIFORMFORM FIRE CODE REGULATIONS. THE STORAGE & USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON-SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE & USE OF HAZARDOUS MATERIALS. 4. BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK, (MATERIALS IN CLOSELY PACKED PILES OR ON 2013 CALIFORNIA BUILDING CODES (CBC) 1. RELOCATE AND RE-STRIPE (5) ACCESSIBLE PARKING STALLS SERVING 840 NEWPORT CENTER DR. PALLETS. OR IN RACKS WHERE THE TOP OF STORAGE EXCEED 12 FEET IN HIEGHT, AND 6 FEET FOR GROUP 2. RELOCATE AND ADD (5) ACCESSIBLE PARKING SIGNS AS REQUIRED. A PLASTICS & CERTAIN OTHER HIGH-HAZARD COMMODITIES). HIGH-PILED STOCK SHALL BE APPROVED BY 2013 CALIFORNIA ELECTRICAL CODE; BASED ON THE 2008 NATIONAL ELEC. CODE (CEC) THE FIRE AUTHORITY PRIOR TOMATERIALS BEING STORED ON-SITE. A SEPARATE PLAN SUBMITTAL IS 3. RELOCATE AND RE-STRIPE 15 STANDARD PARKING STALLS. REQUIRED FOR HIGH-PILED STORAGE IN ACCORDANCE WITH THE CFC CHAPTER 23. 2013 CALIFORNIA PLUMBING CODE (CPC) _ COLUMN GRID REVISION REFERENCE REDUCTION OF OVERALL STALL COUNT BY 3 SEE PARKING SUMMARY ON SHEET C1 5. ALL WEATHER FIRE ACCESS ROADS SHALL BE APPROVED BY THE N.B.F.A. & IN PLACE BEFORE ANY � ll\�- -�')) ( , COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE. ACCESS ROADS SHALL BE MAINTAINED CLEAR OF ( A 1- 2013 CALIFORNIA MECHANICAL CODE (CMC) OBSTRUCTIONS. \\''�� D 1 2013 CALIFORNIA FIRE CODE (CFC) 6. ACCESS GATES SHALL BE IN COMPLIANCE WITH THE CFC CHAPTER 5 & NEWPORT BEACH FIRE AUTHORITY GUIDELINES. A SEPARATE PLAN SUBMITTAL & APPROVAL BY ORANGE COUNTY FIRE AUTHORITY IS REQUIRED. ELEVATION DATUM POINT LOCATION ON ROW WHERE SHOWN A 2013 BUILDING ENERGY EFFICIENCY STANDARDS �� CITY AND COUNTY LAWS AND ORDINANCES. CALIFORNIA TITLE 24. 7. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM, OR MONITORING DIRECTION OF ELEVATION SYSTEM(S) SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO INSTALLATION, A SEPARATE PLAN SUBMITTAL & APPROVAL BY NEWPORT BEACH FIRE AUTHORITY IS REQUIRED PRIOR TO THE COMMENCEMENT ALIGN ALIGN WITH ESTABLISHED ROW ON ELEVATION SHEET WHERE OF ANY WORK. SURFACES A11.01 X)000 SHOWN 8. A LETTER OF INTENDED USE FOR THE STRUCTURE(S) MAY BE REQUIRED BY THE FIRE INSPECTOR. ABBREVIATIONS SHEET WHERE SHOWN 9. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDTION TO AN EXISTING OFFICE ROOM NAME ASIM,� DETAIL NUMBER SITE PLAN VICINITY MAP STRUCTURE, PLANS AND DOCUMENTATION FOR FIRE DEPARTMENT ACCESS, HYDRANT LOCATIONS, WATER AFF ABOVE FINISHED FLOOR INFO INFORMATION 101 ROOM NUMBER FL12SHEET WHERE SHOWN AVAILABILITY AND FIRE LANE MARKINGS SHALL BE SUBMITTED TO AND APPROVED BY THE NEWPORT BEACH AAL LT ALTERNAME NTUL NTEROR N IOPPORII TON OF SIMILAR OR FIRE AUTHORITY PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. A NEWPORT BEACH FIRE AUTHORITY � APPROVED SITE PLAN SHALL BE SUBMITTED WITH THE ARCHITECTURAL PLANS. D & AND LAV LAVATORY l`J FLOOR LEVEL AND AREA OR PHASE D 10. IN STRUCTURES OF UNDETERMINED USE, THE MINIMUM FIRE SPRINKLER DESIGN DENSITY REQUIRED SHALL BE ARCH ARCHITECT(URAL) MAT. MATERIALDOOR NUMBER \ AREA TO BE DETAILED ORDINARY HAZARD (GROUP 2) WITH A DESIGN AREA OF 3,000 SQ. FT. BD BOARD MAX MAXIMUM 11. AN AUTOMATIC EXTINQUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL TYPE FOOD HEAT BLDG BUILDING MECH MECHANICAL VV l PROCESSING EQUIPMENT THAT PRODUCES A GREASE-LADEN VAPORS. A SEPARATE PLAN SUBMITTAL IS CAB CABINET MFR. MANUFACTURER X.X TYP. KEY NOTE CD OD DD REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL BE IN ACCORDANCE WITH CFC SECTION 904. CLG CEILING MIN MINIMUM D o oaDD, CUR CLEAR MISC MISCELLANEOUS - CONC CONCRETE MTD MOUNTED SHADED AREA IS N.I.C. 840 N.C.D. ❑ DO a� G\ J 555 ,P�Oo 405 NIC NOT IN CONTRACT R `\ CONT CONTINUOUS(ATION) t� CONSTRUCTION NOTES DEPT DEPARTMENT NO. NUMBER Q DET DETAIL NTS NOT TO SCALE D o 1. ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS DIA DIAMETER O.C. ON CENTERDD 0� o PROJECT NAME: Striping/Site Improve - 840 NCD SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY BY �o a ARCHITECT SUPERSEDES OTHER PLANS. DIM DIMENSION RLAM PLASTIC LAMINATE o qQ o PROJECT SQ.FT.: ± 1 ,500 S.F. DN DOWN RM ROOM aad o°0 PROJECT NUMBER: 114029 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. ALL o DR DOOR SC SOLID CORE D 73 DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC. DWR DRAWER S.F. SQUARE FEETELEC ELECTRICAL SIM SIMILAR 9 p� SqN 1 SCALE: N/A 3. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED. EQ EQUAL SS STAINLESS STEEL © q Jti ✓o�O��N DESCRIPTION: y� 4. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW EXIST EXISTING STD STANDARD COVER v !!S MULLION, UNLESS OTHERWISE NOTED. FD FLOOR DRAIN SUSP SUSPENDED tiQ 2 NEWPp SHEET o,Q' RT c 5. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING, VERIFY EXACT LOCATIONS IN FEC FIRE EXTINGUISHER CABINET SYS SYSTEM(S) FIELD. FIN FINISH TEL TELEPHONE F'G> FURN FURNITURE TEMP. TEMPERED 6. WITH PAINT FOR REVIEW BY ARCHITECT PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT, GA GAUGE TH. THICKNESS CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. GL GLASS TV TYPICAL 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR AND GYP GYPSUM JON UNLESS OTHERWISE NOTED NOTE: SITE MODIFICATIONS/ PATH OF TRAVEL- ERNCE ONLY EXTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING HDWD HARDWOOD VIF VERIFY IN FIELD ACCESSIBLE BUILDING UNDER PERMIT #: T LOC OR FOLDING DOORS. CORRESPONDING DEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO W/ NTH � Ref. North MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE HDWE HARDWARE INCREASED NOT TO EXCEED 15 POUNDS. HDWR HARDWARE WC WATER CLOSET X2012-1005 TI/ PLAZA LOBBY HM HOLLOW METAL WD WOOD X2012-1183, STRIPING/ SITE IMPROVMENTS 8. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WHICH RETRACT BOTH LOCKS WITH A SINGLE OPERATION. HT HEIGHT W/0 WITHOUT ■ HVAC HEATING, VENTILATING, AND 9. "DEAD BOLT ARE NOT PERMITTED ON EXIT DOORS". G.C. TO PROVIDE A DURABLE SIGN PLACED OVER THE AIR CONDITIONING MAIN EXIT DOORS STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 32 Attachment No . ZA 5 - Project Plans SITE PLAN LEGEND n \\ \ STRIPING / SITE \ <C> NIc IMPROVEMENTS \\\ �� r m Pacific Fianancial Plaza 1 1 LIMIT OF WORK 840 Newport Center Dr. 00 � 1 Newport Beach, CA • • • • • PATH—OF—TRAVEL 4 , as TL n - - - - --- casco —...— 3 EE �\ a DESIGN S T U D 1 0 n ❑ D SITE SPECIFIC NOTES LICENSE #790706 X i I u • T ®0 \ 16531 Scientific Way, Irvine, CA 92618 X ❑° °❑ ❑ no ❑ \� 0 (E) LEGAL NOTICE TO OFF—STREET PARKING SIGN TO REMAIN. t: 949.679.6880 I f: 949.679.6890 • 1 ® ®� • • S,9 "SPACES RESERVED FOR HANDICAPPED FACILITIES IN THIS PARKING LOT. UNAUTHORIZED VEHICLES x\ I I I I� • NT sq NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES FOR PHYSICALLY HANDICAPPED ®� • • q w_ �Ty� PERSONS WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: Property/ Owned & Managed by • gRigRo y __ ---—, OR BY TELEPHONING -_ -__ ." Rim • • • < BLANK SPACES ARE FILLED WITH APPROPRIATE INFORMATIONAS A PERMANENT PART OF THE SIGN Irvine Company • � (E) ACCESSIBLE COMPLIANT PARKING STALLS TO REMAIN. ® I • • v 0 (E) ACCESSIBLE COMPLIANT DETECTABLE WARNINGS TO REMAIN. ❑ • • O �L-, — • — —3 — — — • • ® (E) ACCESSIBLE COMPLIANT WALK TO REMAIN. ® • (E) ACCESSIBLE COMPLIANT MAIN ENTRANCE TO REMAIN. I ❑ LEI (E) ACCESSIBLE COMPLIANT ELEVATORS WITHIN BUILDING TO REMAIN, I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE CITY OF NEWPORT BEACH AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE CITY OF NEWPORT BEACH PRIOR TO FINAL ® � 800 ❑ BUILDING INSPECTION. a NEWPORT SIGNATURE DATE STATE LICENSE NO. O eo PROF ® o ° o ° I . L • CENTER DR. I ❑ \�� ����A.os�ss. ren.01/31/2015 r 9 Pp CANS Q- 1 1 ❑ *GENERAL SITE NOTE: �OF VFO EXISTING UPPER LEVEL PARKING STRUCTURE HAS NO TRANSITIONS BETWEEN CAL a E:D ;y 1 1 / \ PARKING STALL SURFACE AND WALKWAYS. ZERO CURBS PRESENT THROUGHOUT 1 &0 1 EXISTING UPPER LEVEL PARKING STRUCTURE TO REMAIN. ISSUES AND REVISIONS 1 1 \ 'NOTE: NO. DATE I ISSUES AND REVISIONS BY CHECK r ❑ ° NO CHANGES TO LAND USE. EXISTING OVERALL PARKING STALL COUNT TO BE — — — — — — — — — — — — — — — — — — — — — — — - ° REDUCED BY 3, SEE SHEET C1 FOR PARKING SUMMARY. 03.20.14 JISSUE TO BUILDING OWNER AM AM _ A0.3 A0.3 /� • ' 1 04.18.14 ISSUE TO BUILDING OWNER AM AM � 1 � 04.25.14 ISSUE FOR PLAN CHECK AM AM ❑ • i y 06.11.14 PLAN CHECK RE-SUBMITTAL AM AM i O ❑ _ 1 i ❑ ° 3 x , 3 4 A0.2 A0.2 J ' 17-7 1 3 840 ❑ 860/880 - —1 r 1 e e e e e NEWPORT NEWPORT CENTER DR. , CENTER DR. I ' ® ° h L - - - - - - - - - - - - - - - - - - - - - - - -J n i 0 •0 0 0 ° 4501 I ❑ ❑ ❑ o ❑ pi ❑ ° F Vk �1 I I o PROJECT NAME: Striping/Site Improve - 840 NCD / \ I ^ ^ z PROJECT SQ.FT.: ± 1 ,500 S.F. PROJECT NUMBER: 114029 � � I i ca ° SCALE: NTS DESCRIPTION: SITE PLAN \ \ \ NORTH FOR REFERN ("NE ONLY (I 7 � ■ SITE PLAN Attachment No . ZA 5 - Project Plans EXISTING SLOPES AT PATH OF TRAVEL DO NOT EXCEED 2% IN DIRECTION STRIPING / SITE TRAVEL AND 2% CROSS SLOPE. (TYP.) (2) RELOCATED ACCESSIBLE PARKING IMPROVEMENTS SIGNS. SEE DETAIL 18 ON THIS SHEET. \ Pacific Fianancial Plaza s $ 840 Newport Center Dr. Newport Beach, CA 000000 000000 VAN 000000 000000000 0100,000000( - - 000 ° 4 ±27'-9" V.I.F. EPDXY COAT TO MATCH EXISTING 000000 0000°° Z 000000000000 - - 000000 ¢� 000000 - 000000 - �� p E—L] 000000 • ¢ I 00000 0 - Z -0" N � a' _ i N W 000000 : • : 6 S : � . : : : NII 8 00000 V 0000. 3 0000000 °000 000000 000000, H �I 0000000 Z • .. a0 e 000000 U r: CJI 0000000 d * I (5) RELOCATED CONCRETE 12" WHITE LETTERING 0 0 w WHEEL STOPS, TYP 4$, IN ACCESS AISLE__ cascoN (. DESIGN S T U D I O LICENSE #790706 9 16531 Scientific Way, Irvine, CA 92618 9'-0° 9'-0' ' ` ' ' `9-0" 9'-0MIN. 8-0` MIN. 9-0" MIN. ±59'-6V.I.F. 7 STALLS ® 8' ° ±21'-O*-6EA. WHITE STRIPING ±21 -0WHITE STRIPING t: 949.679.6880 1 f: 949.679.6890 4" WHITE STRIPING I 4` BLUE STRIPING I \ ±53'-r V.I.F. ±52'-0" V.I.F. NEW SURFACE PAINTED INTERNATIONAL EPDXY COAT TO MATCH EXISTING ADJACENT SYMBOL OF ACCESSIBILITY TO MATCH EPDXY COAT TO MATCH EXISTING ADJACENT EXISTING IN SIZE AND COLOR. (3'X3' Property Owned & Managed by EXISTING SLOPES AT NEW AREA OF TYP.) Irvine Company ACCESSIBLE STALLS AND ACCESS AISLE DO NOT EXCEED 2% IN ANY DIRECTION. (TYP.) ENLARGED CONSTRUCTION PLAN *PLAN ROTATED FOR CLARITY 4 SCALE: 3/16" = 1'-0" 840NCD I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE CITY OF NEWPORT BEACH AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE CITY OF NEWPORT BEACH PRIOR TO FINAL REMOVE (4) WALL MOUNTED ACCESSIBLE PARKING BUILDING INSPECTION. SIGNS AND SAVE FOR RELOCATION TYP. SIGNATURE DATE STATE LICENSE NO. 8 ±51'-6 1/2' V.I.F. 8 Y p AA.o'S, REMOVE STRIPING PREPARE FOR NEW EPDXY COAT �F'' LU U� No.790706 Z 000000 — ren.01/31/2015 - � T T T T 4\ °00000 c o 000000 / 000000 000000 oa0000 coNs��Q�� 00 00 ;� / / / / ✓ / / / / / / / / / �oF CA��Fo 000000 / / / / / / / / / / / / / °°°°0° 0000°° - - - L ELI 000000 / / � ,� ISSUES AND REVISIONS 00°°00 000°O 3'-0' / / 1 r / / / / / / / NO. DATE ISSUES AND REVISIONS BY CHECK O 000 _ _ / / 000000 - - / // C - - � C - - � / / C - - � / // s - - � / h �' // a 03.20.14 ISSUE TO BUILDING OWNER AM AM 0000°° � I I I / I I / I I / I 00000° / / / / / / 0000 04.18.14 ISSUE TO BUILDING OWNER AM AM 000°° / // W/ / / I / 00000° / / // I // 04.25.14 ISSUE FOR PLAN CHECK AM AM 0000000000000 '0,000000000000 V / / / / ( ✓ / 06.11.14 PLAN CHECK RE-SUBMITTAL AM AM 0 00000 // / / // I REMO 5) CONCRETE WHEEL 5TOPS/AND SAVE FQR I // / / 0 I / I RELOC TION. TV. / / K / // / r / I _ _ I � I � I / � I - - - - - - - - - - - - - - - - - L _ J L _ �_/ � _ � L_ _ J L _ _z _ J � _ � Lam'_ _ - � - - - � L - - � ±53'-7" V.I.F. TO REE" V.I.F. REMOVE STRIPING AND PREP TO RECEIVE NEW STRIPING AND EPDXY COAT REMOVE STRIPING AND PREP TO RECEIVE NEW S1IPING AND EPDXY COAT (2) H.C. ACCESSIBLE STALLS TO BE RELOCATED DUE (1) H.C. ACCESSIBLE STALL TO BE RELOCATED DUE TO NON-COMPLIANT SLOPES WITHIN AREA OF TO NON-COMPLIANT SLOPES WITHIN AREA OF EXISTING STALLS, SEE SHEET AO.3 FOR NEW EXISTING STALL, SEE SHEET AO.3 FOR NEW LOCATION. LOCATION. NEW LOCATION IS ±45' CLOSER TO MAIN NEW LOCATION IS ±80' CLOSER TO MAIN ENTRANCE ENTRANCE OF 840 NEWPORT CENTER DR. TYP. OF 840 NEWPORT CENTER DR. TV. ENLARGED DEMOLITION PLAN *PLAN ROTATED FOR CLARITY SCALE: 3/16" = 1'-0" 840NCD LEGEND KEY NOTES CD I 10 (E) CONCRETE CURB TO REMAIN, U.O.N. V," DEMOLISH EXISTING STRIPING AS INDICATED I �"sse" I RELOCATED WALL 02 (E) LANDSCAPING TO REMAIN, TYP. U.N.O. "'"'""" a I MOUNTED ACCESSIBLE 1'-0" 1'-0" PARKING SIGN. � SYMBOL AND COPY TO BE Da (E) CONCRETE WALKWAY TO REMAIN. ES WVE EQ. EQ. 3M HIGH PERFORMANCE E0. EQ NG NEW EPDXY COAT TO MATCH EXISTING. WRITE VINYL ® (E) STRIPING TO REMAIN. ALUMINUM CABINET TO PROJECT NAME: Striping/Site Improve - 840 NCD -6 (E) LANDSCAPE PLANTER TO REMAIN. PROTECT IN PLACE. MATCH EXISTING AT �, FACE OF PANEL ONLY TO n SITE (TYP,) BE 3M REFLECTIVE BLUE PROJECT SQ.FT.: ± 1 ,500 S.F. PATH—OF—TRAVEL © (E) STAIR AND HANDRAILS TO REMAIN. PROTECT IN PLACE. N VINYL NO. 250-75 VINYL ^N PROJECT NUMBER: 114029 served TO BE HELD 1/8° IN FROM Van > 07 (E) TRUNCATED DOMES TO REMAIN. i ., EDGE ON ALL SIDES PANELPARKING -1 N DENOTES NEW ® (E) PERIMETER CONCRETE WALL 42"H. TO REMAIN. STRUCTURE Parking Accessible SCALE: AS NOTED R DENOTES RELOCATED 0 (E) DRAIN TO REMAIN, PROTECT IN PLACE fff WALL Minimum �, Minimum DESCRIPTION: D DENOTES DEMOLISH N Fine $250 Fine $250 N ENLARGED PLANS 10 (E) DECORATIVE BRICK BANDING AT ZERO CURB TO REMAIN, PROTECT IN PLACE PARKING PARKING STRUCTURE STRUCTURE 1 / ALIGN GRADE GRADE NORTH F *SIGN IN PEDESTRIAN *SIGN NOT IN R, - REF RN ,,oE ONLY PATH OF TRAVEL PEDESTRIAN PATH OF TRAVEL MATCH EXISTING AT ATTACHED TO EXISTING PARKING SITE (TYP.) A STRUCTURE WALL B C D SCALE : N.T.S. SCALE : N.T.S. AON2 ACCESSIBLE PARKING SIGNAGE SCALE: 1/2" = 1'-0" SD-11-4 J�F Attachment No . ZA 5 - Project Plans LEGEND DEMOLISH EXIS11NG STRIPING AS INDICATED STRIPING / SITE NEW EPDXY COAT TO MATCH EXISTING. IMPROVEMENTS ACCESSIBLE PATH-OF-TRAVEL Pacific Fianancial Plaza 840 Newport Center Dr. N DENOTES NEW Newport Beach, CA R DENOTES RELOCATED D DENOTES DEMOLISH ❑ ALIGN 4• WHITE STRIPING, EPDXY COAT 4• BLUE STRIPING, EPDXY COAT TO MATCH EXISTING ADJACENT. TO MATCH-EXISTING ADJACENT. TYP. 3'R lS C 0 f24'-00 V.I.F. DRIVE AISLE f24'-0' V.I.F. VE AISLE D E S I G N S T U D I 0 D t3'-6' � D � LICENSE #790706 \\ s 3'R 9 16531 Scientific Way, Irvine, CA 92618 o• t: 949.679.6880 f: 949.679.6890 \ / t24'-0' V.I.F. DRIVE AISLEc t24'-0' V.I.F. DRIVE AISLE Property Owned & Managed by / / EXISTING SLOPES AT NEW AREA OF 0.' w ACCESSIBLE STALLS AND ACCESS AISLES Irvine Company DO NOT EXCEED 2% IN ANY DIRECTION. (TYP.) / c �� ?�6 12" WHITE LETTERING $ / -C-4 IN ACCESS AISLE c / NEW ALUMINUM CABINET STYLE ACCESSIBLE c� 8 t36'-6' REMOVE STRIPING AND PREP. TO R NEW STRIPING AND EPDXY COAT c '�' 6'-6• T'-��• 4'-0' MIN: ~ STALL SIGN TO MATCH EXISTING ON SITE. / S SEE DETAIL 1A/A02 (3 TYP.) I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON c THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND \ / CD ORDINANCES OF THE CITY OF NEWPORT BEACH AND FURTHER, IF z o 1@,p•` Q OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE / ` a ! ! d WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES / < AND ORDINANCES OF THE CITY OF NEWPORT BEACH PRIOR TO FINAL 1 / \ / z c f � BUILDING INSPECTION. aSIGNATURE DATE STATE LICENSE NO. 7a 7 _ a < PR r / • PA W U No.790706 2 D `` LY ren. 01/31/2015 r Q- /,r / z • 1 • to 9 SFO ZRPG FOFCA��FO •iL ISSUES AND REVISIONS HM! LL: o NO. DATE ISSUES AND REVISIONS BY CHECK • ,-0, ?:6 (3) NEW CONCRETE WHEEL I 03.20.14 ISSUE TO BUILDING OWNER AM AM / ►( STOPS; TYP. 04.18.14 ISSUE TO BUILDING OWNER AM AM \ 04.25.14 ISSUE FOR PLAN CHECK AM AM 06.11.14 PLAN CHECK RE-SUBMITTAL AM AM EXISTING SLOPES AT NEW AREA OF \v ! 3'R ACCESSIBLE STALLS AND ACCESS AISLES D0 NOT EXCEED 2% IN ANY DIRECTION. \ i i (TYP.) \ _ _ _ _ _ : NEW SURFACE PAINTED INTERNATIONAL �\ T T �_ • SYMBOL OF ACCESSIBILITY TO MATCH IF r'/ 14 R iF EXISTING IN SIZE AND COLOR. (3'X3' KEY NOTES \f L______________1________J, / L . __-_-- _ -_- _-. __J � (E) CONCRETE CURB TO REMAIN, U.O.N. � F%a 6'R 0 (E) LANDSCAPING TO REMAIN, TYP. U.N.Q. 03 (E) CONCRETE WALKWAY TO REMAIN. ® (E) STRIPING TO REMAIN. 4• WRITE STRIPING EPDXY COAT 4• BLUE STRIPING, EPDXY COAT Os (E) LANDSCAPE PLANTER TO REMAIN. PROTECT IN PLACE. TO MATCH EXISTING ADJACENT. 3• TO MATCH EXISTING ADJACENT. TYP. '4• ` c� © (E) STAIR AND HANDRAILS TO REMAIN. PROTECT IN PLACE. z s � 07 (E) TRUNCATED DOMES TO REMAIN. m ® (E) PERIMETER CONCRETE WALL 42"H. TO REMAIN. c �; q�, <� •� H I�g (E) DRAIN TO REMAIN, PROTECT IN PLACE LL: 10 (E) DECORATIVE BRICK BANDING AT ZERO CURB TO REMAIN, 6'-6• �' PROTECT IN PLACE C BLUE;$: NG EXISTING SLOPES AT NEW AREA OF PATH PS OF TRAVEL DO NOT EXCEED 4.5% IN L4 or ++ DIRECTION OF TRAVEL AND 2% CROSS > SLOPE. (TYP.) o $ 10 10 7 0000000 00000000000000 -0 000000' IJ � 0000000 or 000000000000000000 000 "00000 oo L1 ' 000000000 0 00 )00000000°00°00°000000 i' 00000000000 000 . 00 000000000 Ooo 00000000000 30000000000000 )011000000C 000000000000°0 00000°00000000 )0"000000( 00000000000000 O °°0°00°00000003000000003 0000000°°°°°°° ° °33333°°°333°° 040000000 PROJECT NAME: Striping/Site Improve - 840 NCD °000000°0000000000° 00000000000000 O 000000 000-0 000000000000000000000001 300( 00000000000000 )0040000000000000C 000° 00 D0000000000000000 000000000000000 00 0000000 0000 00 0.°0000°°°000°000 00000000000000 00 000°000 0000° °° 0000° s ❑ 000001 00 s ❑ PROJECT SQ.FT.: ± 1 ,500 S.F. 0 0 0 0 0 0 0 oo° 0 0000000000 00 I� PROJECT NUMBER: 114029 0000000000 000000000 oo°°°°°000 oo°000°000 • 000000000 � 000000000 0000000° 00000000 ETI 0000°°°°° 000°°°°°° SCALE: AS NOTED 0000000 0000000 0000°°° (— o°o 0000 � DESCRIPTION: ENLARGED PLANS ADDITIONAL NOTES R CE EX IN ATERIA A AT N H NORTH R RESENT IV TO REM REEL9f 2. VERI TS 0 WORK ADJU PLAN A N ACCOR 0 OWN S UTHOR D REPRESENTATIVE OF DISCREPANCIES PRIOR TO COMMENCING WORK. 3. REPLACE PLANT MATERIAL DAMAGED AT ADJACENT PROPERTIES DUE TO GRADING OR CONSTRUCTION AS REQUIRED BY IRVINE COMPANY LANDSCAPE MANAGER. 4. INSTALL TREE ROOT BARRIERS WHENEVER TREES ARE PLANTED WITHIN 5' OF A HARDSCAPE EDGE, UNLESS NOTED OTHERWISE. INSTALL ROOT BARRIERS PER MANUFACTURERS DIRECTIONS. ENSURE THAT TOP OF ROOT BARRIER IS ■ INSTALLED BETWEEN 1" AND 2" BELOW FINISH GRADE. ENLARGED CONSTRUCTION PLAN ENLARGED DEMOLITION PLAN 5. ALL SUB-CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS BEFORE STARTING WORK. ADVISE GC OF SCALE:3/16" = 1'-0" 840 NCD SCALE:3/16" = 1'-0" 840 NCD ANY DISCREPANCIES THAT MAY RESULT IN CHANGE OF SCOPE AND/OR COSTS. 3� Attachment No . ZA 5 - Project Plans a8 0� 0 ��o aoo 0 0 Op E NEWPORT CENTER DRIVE to C � O IRVINE COMPANY Gensler 4675 MacArthur Court 00, Suite 100 Newport Beach Califomia 92660 B Tel: 949.863.9434 ° C 0 ' Fax: 949.553.0372 93 840 NEWPORT CENTER DRIVE 00 1000 ' BISTRO 24 v y 00 SUITE#120 PARKING SUMMARY I REFERENCE CASCO SITE PLAN AOI SCOPE O1 WORK: 1,815 REQ'D PARKING REQ'D PARKING " USF:NEWPORT REN R DRI BUILDING TYPE USABLE AREA REQ'D PARKING I ACCESSIBLE VAN ACCESSIBLE �,�^„_T BOO NEWPORT CENTER DRIVE L 800,840, 860 NCD OFFICE 251,800 S.F. 813 16 2 F 0 R OVERALL S ITE PLAN NEWPORT BEACH `/ / CALIFORNIA 92660 I880 NCD OFFICE 13,585 S.F. 39 2 1 EXISTING SUMMARY 852 18 3 BUILDING TYPE: TYPE 1—A, FULLY SPRINKLERED EX.PARKING PROVIDED 977 REQ'D PARKING SUMMARY CBC TABLE II B-208.2 I ` ® 661- Jy/. `, I BOO NCD=123,820 S.F. 26.50 SPACES=2 ACCESSIBLE SPACES \ / !i OCCUPANCY GROUP: STALLS ABOVE MIN. 125 840 NCD-122,363 S.F. - B OFFICE 860 NCD- 5,617 SF. _ �.. 880 NCD• 13585 S.F. 501-1000 SPACES 2°5 OF TOTAL ADDITIONAL STALLS , 9 TOTAL-265,385 S.F. ° NUMBER OF STORIES: 7 REQUIRED FOR BISTRO 24 1 VAN ACCESSIBLE STALL FOR EVERY 6 REMAINING STALLSFIRST 50,000 S.F.=200 STALLS REQUIRED ACCESSIBLE SPACES ABOVE MINIMUM: 116 NEXT 75,000 S.F.=250 STALLS SEPARATE PERMIT IS LAST 140,385 S.F.=402 STALLS ADA STALLS PROVIDED _ _ REQUIRED FOR SPRINKLER TOTAL-852 STALLS _ ACCESSIBLE CAR STALLS n AND SMOKE DETECTOR SYS. OFFICES.BUSINESS,CORPORATE,GENERAL.GOVERNMENTAL FIRST 50,000 S.F. 1 PER 250 S.F.NET FLOOR AREA ACCESSIBLE VAN STALLS 4 NEXT 75,000 S.F. 1 PER 300 S.F.NET FLOOR AREA FLOOR AREA ABOVE 125,001 S.F. 1 PER 350 S.F.NET FLOOR AREA TOTAL ADA STALLS 21 NOTE:TOTAL REQUIRED PARKING ACCESSIBLE AND VAN ACCESSIBLE STALLS COMPUTED FROM TOTAL PARKING OF 852 STALLS REQUIRED FOR PACIFIC FINANCIAL PLAZA 880 NCD REQUIREMENTS SHOWN IN TABLE ABOVE WITH REMAINDER STALLS APPLIED TOWARDS 800.NO,AND 860 NCD — — — WAITING AREA 303/15 = 20 OCCUPANTS �. IY III EXIT PATH TO STREET Cr — - - - - - - - - - - - - - - - � — � a 13 STREET LEVEL _—�� — , — — — — 41, -1 I I 2 �` 10,,12-f4 16�l \\ • ISSUE DATE ISSUE \ 4� I 109.26.14 F C1 DINING ROOM 1718-1920 2122 2324, 25 I L 1� 507/15 = 34 OCCUPANTS I I SERVICE AREA EXISTING 400/200 = 2 OCCUPANTS UILDING LOBBY MAN NON—RATED "UM BACK OF HOUSE ti 405/200 = 3 OCCUPANTS I rexw rxisum cl WIVE L' I O 0 I I 0 0 ®0 i41 Mo� Is III is ME in 1t ° I 860/ 880 � L - - -� - - - � - - - � - - - -� - - - � - - - — — — — — NEWPORT CENTER DRIVE ° o � ■ _ ` ❑ o El 800 NEWP RT BISTRO 24 INFORMATION CHART CENTER D R HOURS OF OPERATION FROM 6:OOAM TO 6:OOPM I ROOM RM SIZE LOAD FACTOR ROOM 1 I1 I NAME (S.F.) PER CBC OCC. ]13 I TABLE 1004.1.2 LOAD y DINING ROOM 507 15 34 h I DRAWN BY: EV WAITING AREA 303 15 20 1 CHECKED BY: SP/PM BACK OF HOUSE 405 200 3 y PROJECT NO.: 07.1136.034 SERVICE 400 200 2 1 FILE: \\IOC o3tVFP\80K\0I\n800120= ° EXISTING GROSS FLOOR AREA 1,108 Sq. Ft1 SCALE: 1/16” = 1' — 0" . ! 11 �� I PROPOSED GROSS FLOOR AREA 1,615 Sq. Ft. 'r t I N LSI I I EXISTING NET PUBLIC AREA 303 Sq. Ft. I 1 PROPOSED ST PUBLIC AREA 810 Sq. Ft. _ /� 1 SITE OCCUPANCY AND L - - - � _ - - - - � - - - � EXISTING NUMBER OF SEATS 12 •� � EXIT PLAN PROPOSED NUMBER OF SEATS 26 • ' I9 I ❑ ❑ N80.0120.00C Attachment No . ZA 5 - Project Plans LEGENDS: DEMOLITION NOTES: -- EXISTING WALL TO BE REMOVED. ii — 1. THE ARCHITECTS HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR 1 EXISTING WALL TO REMAIN. OTHER HAZARDOUS MATERIALS ON THE JOBSITE. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR 8!• 8!• 8!• ■_ EXISTING LOW WALL TO BE DEMO. PATCH AND REPAIR AS FURTHER INSTRUCTIONS BEFORE PROCEEDING. REQUIRED. PREP TO RECEIVE NEW FINISHES. 2. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY 800 OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. TL 3. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES DOOR — EXISTING TO REMAIN ui 6 AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. .nil 2 it �----_--__—J' ', DOOR — EXISTING TO BE REMOVED/RELOCATED. 4. ERECT AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REFINISHED TO PREVENT SPREAD OF Y PATCH AND REPAIR AS REQUIRED. PREP TO DUST, FUMES, AND SMOKE, ETC., TO OTHER PARTS OF THE BUILDING. REPAIR DAMAGED SURFACES TO NEWPORT CENTER DRIVE RECEIVE NEW FINISHES. MATCH ADJACENT SURFACES. - NOT IN CONTRACT (N.I.C.) 5. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO L_ THE OWNER. kL EXISTING OUTLETS TO BE DEMO. PATCH AND REPAIR AS 6. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS 0 RWM CQMPAW --------------------------J REQUIRED. PREP TO RECEIVE NEW FINISHES RESULTING FROM DEMOLITION OPERATIONS. Blow 1861 10—B" 2 7. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK. LJjl 41) rig nn +1 '1"F1 nn Rin`;' �' F 1. B. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. „ Gensler uuu, i ��u ii Rn �� 9. REMOVE ABANDONED ELECTRICAL, TELEPHONE, AND DATA CABLING AND DEVICES, UNLESS OTHERWISE 7 L—_�----J ---- JLL 4 — NOTE. 2 8 10. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES. 4675 MacArthur Court Suite 100 FF ------ 11. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE CONTRACT AREAS AND NmporzBeach California 92660 SITE CLEAN, ORDERLY, AND ACCEPTABLE FOR NEW CONSTRUCTION. Tel: 949.563.9434 nn Fax: 949.553.0372 - PLAN SPECIFIC NOTES 1. DEMO ALL EXISTING TILE & BASE THROUGHOUT. SKIM COAT WALL AFTER REMOVAL OF EXISTING BASE. BISTRO �� PATCH/REPAIR AFFECTED SURFACES AND PREP TO RECEIVE NEW FINISHES 0 0 DEMO EXISTING MILLWORK IN ITS ENTIRETY. PATCH/REPAIR AFFECTED SURFACES & PREP TO RECEIVE NEW FINISHES. SUITE#120 3. DEMO EXISTING WATER LINES AND ASSOCIATED PLUMBING, THROUGHOUT. SAFE OFF AT SOURCE. PATCH/REPAIR SCOPE OF WORK: 1,615 0 % AFFECTED SURFACES AND PREP TO RECEIVE NEW FINISHES. USF: 1,615 RSF: 1,870 800 NEWPORT CENTER DRIVE / ®EXISTING MOP SINK TO REMAIN. NEWPORT BEACH ow 'o5 DEMO EXISTING STOREFRONT ENTRY DOOR. PAT H/REPAIR AFFECTED SURFACES TO MATCH EXISTING STOREFRONT 1 CALIFORNIA 92660 SYSTEM. PROVIDE MULLIONS, GLASS, ETC. AS REQUIRED TO MATCH EXISTING. MODIFY EXISTING STOREFRONT AS REQ. ' STRUCTURAL SUPPORT IS NOT REQUIRED. 6 DEMO PORTION OF EXISTING STOREFRONT SYSTEM FOR NEW STOREFRONT ENTRY DOOR. PATCH/REPAIR AFFECTED BUILDING TYPE: SURFACES TO MATCH EXISTING STOREFRONT SYSTEM. TYPE 1—A, FULLY SPRINKLERED ■ DEMO EXISTING WATER HEATER AND ASSOCIATED PLUMBING. CAP OFF AT SOURCE. PATCH/REPAIR AFFECTED OCCUPANCY GROUP: SURFACES AS REQUIRED. B OFFICE ®EXISTING QUARRY TILE TO REMAIN. PATCH/REPAIR AFFECTED SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. NUMBER OF STORIES: 7 SEPARATE PERMIT IS REQUIRED FOR SPRINKLER AND SMOKE DETECTOR SYS. ISSUE DATE ISSUE ' 06.1114 ISSUE FOR ENG EERING 06.27.14 ISSUE FOR BID RX14 PCl/BUUERN fl 1 o p4� 0 0 1 QOQ J i DRAWN BY: EV CHECKED BY' SP/PM PROJECT NO.: 07.1136.034 FILE: \\IOC wot\PFP\BODIC\DI\nf0124 SCALE: 1/6" = 1' — on N 01 2 4 DEMOLITION PLAN N80.0120.DP 37 Attachment No . ZA 5 - Project Plans 3'-it" 2'-0" LEGENDS: GENERAL NOTES: � EXISTING WALL TO BE REMOVED. 1. SEE DETAILS ON SHEET D1 FOR BUILDING STANDARD DETAILS. 1 EXISTING WALL TO REMAIN. 2, CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR, OR REPLACE SAID DOOR IF NOT ABLE TO 12 1611. 22 Q2 1-HR. PONY WALL OVER TUNNEL CORRIDOR. REFINISH. 4 El0 3. ALL INTERIOR PARTITIONS SHALL BE TAPED SMOOTH AND SANDED TO RECEIVE PAINT OR WALL CAFE 4800 6'-2' O3 - TENANT PARTITION. REF: 3/D1 COVERING. 3 ® 16 ® + ' BUILDING LOBBY 2'-1" o DEMISING / ACOUSTICAL PARTITION. 1 13 5 :e 4. DOOR OPENING IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4' OF ADJOINING PARTITIONS. E1 8 17 C-49 �o,. Q� CORRIDOR PARTITION (1 HOUR-RATED). ti ,, 16 5. REPLACE TINTING ON WINDOWS AS REQUIRED DUE TO DAMAGE. COORDINATE WITH THE IRVINE 5 17 C TENANT FULL HEIGHT FRAMED SIDELIGHT. COMPANY ON UNITS. NEWPORT CENTER DRIVE o E1 Dl 6 13 13 M A&- �•••.�; :: � 7 ® TENANT PARTIAL HEIGHT FRAMED GLASS 6. ALL NEW CONSTRUCTION ON FLOORS CONSISTING OF EXISTING 3 5/8' STUD CONSTRUCTION ARE 3 �- O ALSO TO BE CONSTRUCTED OF 3 5/8' STUDS. ;>::;:>:;::t::•::;:r3 Et ;;;;;;;•; . _;. .; .`..'..: � ©- OVER STANDARD FULL HEIGHT 1/2" THICK FRAMELESS GLASS. 7. REMOVE ALL NAILS, PINS, ETC.., AND PATCH AND REPAIR ALL EXISTING HOLES IN GYPSUM BOARD RWM COMPAW 19 El 2'-6" a, T 6 PARTITIONS AS REQUIRED. PREP TO RECEIVE NEW SPECIFIED FINISHES � D O9 � EXISTING LOW WALL TO REMAIN 810 .>m 1 7 ,, m B. ALL PARTITION SHALL BE TYPE 3 U.O.N. EXISTING LOW WALL TO BE DEMO. PATCH & REPAIR AS REQUIRED. PREP TO RECEIVE NEW FINISHES. 9. USE 5/8" THICK GYPSUM BOARD THROUGHOUT, U.O.N. 04 200 �i 2 11 1 11 a NEW LOW WALL 10. ALL GLASS USED IN PROJECT SHALL BE TEMPERED AND ALL EXPOSED EDGES POLISHED. " 1 CLR `C-4 " "' KITCHEN 717L6* 1 6'-10" Gensler i 12 '' ONE HOUR RATED PARTITION 11. PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS. [10a' ® 10 15 3 EXISTING GLASS ASSEMBLY TO REMAIN. 12. ALL PENETRATION THROUGH RATED WALLS MUST BE FIRE SEALED PER UL METHODS. 4675 MacArthur Court (E)COOLER ;.;:j:;; STORAGE F.E ) " P Suite 100 ® •', :•::: ® i' � 14 � INSULATION. PARTITION WITH SOUND DOOR AND HARDWARE GENERAL NOTES Newport Tel: 949.863.9434 18 ■ 1. DOORS AND ALL DOOR HARDWARE SHALL BE BUILDING STANDARD AND TO BE PURCHASED AND INSTALLED BY Fax: 949.553.0372 \ � DOOR - EXISTING TO REMAIN GENERAL CONTRACTOR. U.O.N. 2. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL ' 0 ' ' DOOR - EXISTING TO BE REMOVED/RELOCATED. KNOWLEDGE PROVED TOR ENORT,ADAND SHALL BOLTS, NO IN NG THE DIRECTION OF EGRESS.. SPECIAL LOCKING DEVICES SHALL BE OF AN T. BISTRO 24 h PATCH AND REPAIR AS REQUIRED. PREP TO RECEIVE NEW FINISHES. 3. DOOR KEYING SHALL BE ACCOMPLISHED BY T.I.C. o El DOOR - NEW DOOR ASSEMBLY 4. PROVIDE LEVER HARDWARE WHICH RETRACTS BOTH LOCKS WITH A SINGLE ACTION. SUITE#120 C SCOPE OF WORK: 1,615 V WALL REFERENCE NUMBER 5, ALL DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. USF: 1,615 RSF: 1,870 LmMmmm800 NEWPORT CENTER DRIVE ® ROOM NUMBER 6. ALL NEW DOOR FINISH SHALL MATCH IOP CONTROL SAMPLE, CONTACT CONSTRUCTION MANAGER. NEWPORT BEACH 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR AND EXTERIOR CALIFORNIA 92660 �1 �- DETAIL NO./ELEVATION NO. DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. F- SHEET NUMBER CORRESPONDING DEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. DIMENSION TO FACE MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. BUILDING TYPE: . 8. PROVIDE BUILDING STANDARD INTERCHANGEABLE KEY WAYS AT LOCKSETS. TYPE 1-A, FULLY SPRINKLERED f DIMENSION TO CENTERLINE OCCUPANCY GROUP: T "ALIGN" SYMBOL 9. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED B OFFICE SURFACE TO ALLOW THE DOOR TO BE OPENED TO A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR 17.77.7771 NEW MILLWORK TO COMPLY WITH A.D.A. 1 NEW CONDITION. NUMBER OF STORIES: 7 10. HANDLES, PULLS, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES THAT ARE IN A PATH OF TRAVEL SHALL BE SEPARATE PERMIT IS NOT IN CONTRACT (N.I.C.) OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. (11B-309.4). REQUIRED FOR SPRINKLER FECOPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 4' MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND AND SMOKE DETECTOR SYS. BLDG. STD. MIRE EXTINGUISHER CABINET POTTER (118_40427) ROEMER, SEMI-RECESSED, FACTORY STAINLESS LESS STEEL, UNLESS NOTED OTHERWISE. 17052-DV-6 PLAN SPECIFIC NOTES WITH 1/8' CLEAR ACRYLIC GLASS, REF.: 13/D1. POTTER-ROEMER #3005, MINIMUM EXTINGUISHER 0 PROVIDE 36" HIGH X 36' WIDE PLASTIC LAMINATE MILLWORK DOOR (PL-2). DOOR TO HAVE HEAVY DUTY RATING NOT LESS THAN 2A:10-B:C. CONCEALED SOSS HINGES WITH SPRING LOADED CLOSER. o BLDG. STD. TELEPHONE BACKBOARD 20PROVIDE 18' HIGH X 8'-O' WIDE PASS THRU WINDOW WITH 12' DEEP CUSTOM EXTRUDED S.S. SHELF WITH 1/8' RADIUS EDGES. k'- ? EXISTING OUTLETS TO BE DEMO. PATCH & REPAIR x AS REQUIRED. PREP TO RECEIVE NEW FINISHES 30MODIFY EXISTING CURTAIN WALL TO RECEIVE NEW DOOR. PROVIDE MULLIONS, GLASS & HARDWARE AS REQUIRED TO MATCH EXISTING. G.C. TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS APPROVAL COLD WATER STUB-OUT. ®PROVIDE 34' HIGH BY 30' DEEP MILLWORK WITH PLASTIC LAMINATE (PL-1) DOORS AND SOLID SURFACE N INDICATES NEW ITEMS COUNTERTOP (SS-1). MILLWORK TO HAVE (2) TRASH/RECYCLE BINS WITH ROUTED, FINISHED CUT-OUT FOR TRASH ■ ■ R INDICATES RELOCATED ITEMS DISPOSAL PROVIDE 1/8' DIA., ARCHITECTURAL HARDWARE, TRASH/RECYCLE DISKS, SATIN STAINLESS FINISH. 0 PROVIDE 36' HIGH BY 30' DEEP MILLWORK AS SHOWN. MILLWORK TO HAVE SOLID SURFACE FACE (CUSTOMER SIDE) AND COUNTER (SS-1). AT CUSTOMER SIDE, PORTION OF FACE OF MILLWORK TO HAVE BUILT-IN SOLID SURFACE SHELF. AT KITCHEN SIDE, PROVIDE BUILT-IN MILLWORK NTH PLASTIC LAMINATE DOORS AND ADJUSTABLE SHELVING. MILLWORK TO BE COORDINATED WITH KITCHEN CONSULTANT TO ALLOW FOR EQUIPMENT AS SHOWN TO HAVE BUILT-IN LOOK, PROVIDING FILLER PANELS AS REQUIRED. PROVIDE FRAMELESS BUTT-JOINT GLASS, 18' HIGH AT COFFEE/ DOOR TYPE ELEVATIONS ESPRESSO AREA, AS SHOWN, FOR SNEEZE GUARD. PROVIDE ELECTRICAL CHASE, TO BE CONCEALED IN MILLWORK. ISSUE DATE ISSUE ©PROVIDE 36' HIGH X 30' LOWER CABINETS (PL-1) WITH DRAWERS AND ADJUSTABLE SHELVING & SOLID SURFACE COUNTER (SS-2). MILLWORK TO BE COORDINATED WITH KITCHEN CONSULTANT TO RECEIVE ALL EQUIPMENT, 06.1314 ISSUE FOR BNA1Ef1lING ELECTRICAL, PLUMBING, ETC, AS SHOWN AND TO HAVE BUILT-IN LOOK, PROVIDING FILLER PANELS AS REQUIRED. 06.27.14 ISSUE FOR BIO PROVIDE (4) 10' DEEP X 3" HIGH BUILT-IN FLOATING SHELVES PL-2). PROVIDE REINFORCEMENT IN WALL AS 1 REQUIRED TO SUPPORT FLOATING SHELVES. X26.14 PCl/BULLETIN fl o \ ®PROVIDE BUILT-IN BANQUETTE SEATING WITH (F-1) SEAT AND BACK. TOP OF SEAT TO BE AT 30' AFF, BACK OF SEAT TO EXTEND TO V-6". PROVIDE FABRIC WRAPPED BANQUETTE UPPER CUSHION, (F-2) 'NTH 1/8' CUSTOM EXTRUDED OIL RUBBED BRONZE FINISH BARSTOCK TO RUN ENTIRE LENGTH OF BANQUETTE. BASE OF BANQUETTE A. EXTERIOR B. DOUBLE-ACTING C. LOBBY ENTRANCE TO HAVE 12" HIGH VINYL FLOORING BASE (FF-1) WITH BUILT IN COVE FOR LED TAPE. SEE DETAIL ON 13/E1. STOREFRONT KITCHEN DOOR. DOOR. DOOR WITH 0 CUT IN WALL OPENING FOR NEW PLASTIC LAMINATE BUILT IN 'TO GO' CABINET WITH ADJUSTABLE SHELVES & PANIC FINISHED END PANEL REF: 19/E1, HARDWARE. =PROVIDE 30" DEEP PLASTIC LAMINATE COUNTER TOP AT 2'-6' A.F.F. WITH CONCEALED WALL SUPPORTS. =PROVIDE 16 GA. METAL BACKING FOR TV BRACING, FOR (4) TVS, VERIFY LOCATION WITH TENANT. HARDWARE SCHEDULE 12 PROVIDE MULLIONS, GLASS, ETC, FOR NEW STOREFRON YSdJ T. G.C. TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS APPROV STRUCTURAL SUPPORT IS NOT REQUIRm. HARDWARE SET 1: EXISTING TO REMAIN 13 PROVIDE 34' HIGH BY 36" DEEP MILLWORK AS SHOWN. MILLWORK TO HAVE SOLID SURFACE FACE (CUSTOMER SIDE) A. EXISTING STOREFRONT DOOR HARDWARE TO REMAIN. AND COUNTER (SS-1). AT CUSTOMER SIDE, PORTION OF FACE OF MILLWORK TO HAVE BUILT-IN SOLID SURFACE B. EXISTING PANIC HARDWARE TO REMAIN. SHELF. AT KITCHEN SIDE, PROVIDE BUILT-IN MILLWORK WITH PLASTIC LAMINATE DOORS AND ADJUSTABLE SHELVING. MILLWORK TO BE COORDINATED WITH KITCHEN CONSULTANT TO ALLOW FOR EQUIPMENT AS SHOWN TO HAVE BUILT-IN HARDWARE SET 2: STOREFRONT WITH PANIC HARDWARE LOOK, PROVIDING FILLER PANELS AS REQUIRED. PROVIDE ELECTRICAL CHASE, TO BE CONCEALED IN MILLWORK. A. PULLS TO MATCH EXISTING. B. PANIC BAR TO MATCH EXISTING. 14 PROVIDE NEW S-0" X 8' HIGH DOUBLE ACTING STAINLESS STEEL DOOR, POWDER COATED BLACK FINISH WITH C. HINGES TO MATCH EXISTING. 14" DIA. PORTHOLE & CASED OPENING, FINISH TO MATCH, BY EUASON. p4 0 op D. CLOSER TO MATCH EXISTING. DOOR AND FRAME SCHEDULE 15 E. THRESHOLD TO MATCH EXISTING. PROVIDE REINFORCEMENT IN WALL FOR CUSTOM METAL SHELVING, REFER TO KITCHEN CONSULTANT DRAWINGS o o DOOR 1: EXISTING STOREFRONT DOOR F. WEATHER SEAL SET TO MATCH EXISTING. FOR MORE INFORMATION. ❑o S-0' STOREFRONT DOOR TO REMAIN. HARDWARE SET 3: DOUBLE ACTING HARDWARE 16 PROVIDE TACTILE EXIT SIGNAGE, REF DET 11/D1, DOOR 2: NEW STOREFRONT DOOR A.INTEGRAL SELF CLOSING DOUBLE ACTING HINGES BY MANUFACTURER. 17 PROVIDE MINIMUM WALL FURRING FOR RECEIPT OF BRICK FACING. REF TO ELEVATION 13/E1 FOR MORE B.STOPS AS REQUIRED. INFORMATION. 3'-0' X 8'-6' X 1 3/4" STOREFRONT DOOR TO MATCH EXISTING. a HARDWARE SET 4: EXISIING GLASS WITH PANIC HARDWARE 18PROVIDE NEW BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER CABINET AT LOCATION SHOWN. DOOR 3: EXISTING COOLER DOOR A. RIXSON CONCEALED-SHALLOW DEPTH FLOOR CLOSERS-W/ HOLD OPEN F 1-9-1 PROVIDE MINIMUM WALL FURRING FOR FOR WALL TO AUGN WITH BANQUETTE FACE. EXISTING COOLER DOOR TO REMAIN. FEATURE MODEL PH-5043 BC. PROVIDE 151 COVER PAN, OR STONE INSET. 20 PROVIDE PLATFORM SUPPORT AT 6-0' AFF, ABOVE EXISTING MOP SINK FOR NEW WATER HEATER. PROVIDE DRAWN BY: EV DOOR 4: NEW DOUBLE ACTING DOOR B. SET OF PIVOTS, RIXON. STRUCTURAL SUPPORT AS REQUIRED. REFER TO SKI ON SHEET D2. C. 10" HIGH FULL BOTTOM RAIL CHECKED BY: SP/PM 3'-0' X 8'-0' SEE PLAN SPECIFIC NOTE #14. D. 4' HIGH FULL TOP RAIL =EXISTING CONFERENCE CENTER WITH OCCUPANCY GROUP 'A-3' - NO SEPARATION IS REQUIRED. PROJECT NO.: 07.1136.034 DOOR 5: EXISTING GLASS DOUBLE DOORS E. 'PRL' GLASS SYSTEMS PL-100-F-ADA PANIC DOOR HANDLES/ PULLS- 22 EXISTING TACTILE EXIT SIGNAGE TO REMAIN. FILE: \\@C_Wk\PFP\8001C\011p60012VP S-0" X 8'4' X 5/8" TEMPERED GLASS DOORS. PANIC INTERIOR HADLE- EXTERIOR HANDLE F- ADA BRUSHED STAINLESS FINISH. =PROVIDE A PROVIDE A WASHOUT AREA 3'x 3'x 6' HIGH WITH A PORCELAIN TILE FINISH. FRAME 1: NEW DOUBLE ACTING DOOR FRAME F. 310-1 EECTRIC STRIKE & DOOR STOP BY FOLGER ADAMS. SCALE: 1/8" = 1' - on INTEGRAL METAL DOOR FRAME BY DOOR MANUFACTURER. DOOR, FRAME AND HARDWARE SCHEDULE HARDWARE SET 5: EXISTING COOLER DOOR RM ROOM DR OR FR. HD A. LOCKSET. NO. DESCRIPTION NO. ID ID SET REMARKS B. HINGES. 100 CAFE 01 2 - 2 SEE DOOR TYPE A 0 1 2 a 8, _ C. FLOOR STOP. 100 CAFE 02 1 - 1 SEE DOOR TYPE A 100 CAFE 03 5 - 4 SEE DOOR TYPE C CONSTRUCTION PLAN 101 KITCHEN 04 4 1 3 1 SEE DOOR TYPE B 103 IKITCHEN 05 3 - 5 1 - - IBLDG. ENTRY 06 5 - 4 SEE DOOR TYPE C N80.0120.FP Attachment No . ZA 5 - Project Plans TELEPHONE AND ELECTRICAL LEGEND TELEPHONE AND ELECTRICAL PLAN GENERAL NOTES /� FLUSH WALL MOUNTED DUPLEX OUTLET 18" A.F.F. 1. IF ANY OUTLETS CANNOT BE INSTALLED AS NOTED OR AS SHOWN ON PLANS DUE TO y � FLUSH WALL MOUNTED DEDICATED DUPLEX OUTLET 18" A.F.F. CONFLICTS WITH STRUCTURAL, MECHANICAL R ELECTRICAL CONDITIONS, CLARIFY WITH tARCHITECT OR THE IRVINE COMPANY (T.I.C.) CONSTRUCTION MANAGER BEFORE PROCEEDING FT � � FLUSH WALL MOUNTED QUADRUPLEX OUTLET 18 A.F.F. WITH OUTLETS IN gUES110N OR RELATED OUTLETS IN AREA. T o o n o 0 Il_ _L LL_ � _ FLUSH WALL MOUNTED DEDICATED QUADRUPLEX OUTLET 18" A.F.F. 80U R- rt- „ R- n R- 2. INSTALL ADJACENT TELEPHONE AND ELECTRICAL OUTLETS AT 6" ON CENTER, U.O.N. P !! FLUSH WALL MOUNTED SPECIAL OUTLET 18" A.F.F. CAFE �xl —2T-3 4 5 7 ® BUILDING LOBBY 1U FLUSH WALL MOUNTED SWITCHED OUTLET 18" A.F.F. 3. INSTALL ALL OUTLETS SHOWN ADJACENT TO WALLS A MAXIMUM OF 15' FROM FACE OF ?; I1 WALL TO CENTERLINE OF OUTLET. FLUSH WALL MOUNTED DUPLEX OUTLET 42" A.F.F. U.N.O. F=i F=a F=9 F=a F=a F=a F=a i- 6 'f o FLUSH WALL MOUNTED DEDICATED OUTLET 42" A.F.F. U.N.O. 4. ALL WALL RECEPTACLES, RECEPTACLE PLATES AND RECEPTACLE HEIGHTS SHALL BE BLDG. STO., U.O.N. SEE TYPICAL INTERIOR ELEVATION ON SHEET D1. �— FLUSH WALL MOUNTED QUADRUPLEX OUTLET 42" A.F.F. U.N.O. NEWPORT CENTER DRIVE 7 7 FLUSH WALL MOUNTED DEDICATEDQ UADRUPLEX OUTLET 42 A.F.F. U.N.O. 5 ALL NEW CIRCUITS SHALL BE LABELED ON THE PROPER BUILDING ELECTRICAL PANEL DIRECTORIES. [ ] FLUSH WALL MOUNTED OR OUTLET 42" A.F.F. U.N.D. L- FLUSH WALL MOUNTED OF] QUADRUPLEX OUTLET 42' A.F.F. U.N.O. 6. ALL NEW OUTLETS ARE TO BE INSTALLED TO THE NEAREST STUD. RWM 1�7� FLUSH WALL MOUNTED TELEPHONE OUTLET. l.1tYM �-+QMPALV 1 • • 1 7. ALL CIRCUITING SHALL BE AS SPECIFIED ON ENGINEERING DRAV6NGS. ir�.!lYl.t NON OBD +TSD +N On..,. Cl FLUSH WALL MOUNTED OUTLET 42 FLUSH WALL MOUNTED TELEPHONE/DATA OUTLET. 8. CONDUIT ABOVE CEILING MUST BE SELF-SUPPORTING, DO NOT SUPPORT CONDUIT FROM 810mim +l80 +Sf T " A.F.F. U.N.O. LIGHTS, CEILING, ETC. AND THEIR SUPPORTS. FLUSH WALL MOUNTED TELEPHONE/DATA OUTLET 42" A.F.F. U.N.O. �\ FLUSH WALL MOUNTED JUNCTION BOX (AS NOTED). 9. CONDUIT ABOVE CEILING TO BE HELD 8' MIN. ABOVE RID. FLUSH FLOOR MOUNTED COMBINATION ELECTRICAL DUPLEX & 10. FIXTURES SHALILAE PROVIDED BYRK IS THEGENERAL CONTRAIN CONJUNCTION CT R.TH CACUTEOUTS FORAMPS AND SWITCHES, Gensler KITCHEN TELEPHONE/DATA. SEE ELECTRICAL ® OUTLETS, ETC., AS REQUIRED BY THE CABINET CONTRACTOR, SHALL BE COORDINATED WITH FLUSH FLOOR MOUNTED COMBINATION ELECTRICAL QUADRUPLEX & THE ELECTRICAL CONTRACTOR U.O.N. 4675 MacArthur Court TELEPHONE/DATA. SEE ELECTRICAL. suite 100 11, FOR BLDG. STD. WALL AND FLOOR OUTLETS SPECIFICATIONS, SEE ELECTRICAL ENGINEERING NetoporzBeac% California 92660 (E)CC®ER STORAGE P PROVIDE J-BOX FOR CUSTOMER PROVIDED POWER POLES AT CEILING. CIRCUIT, WIRE DRAWINGS. WHERE LOCATION OF OUTLET DISCREPANCIES OCCUR, ARCHITECTURAL PLANS Tel: 949.863.9434 ® CONFIGURATION (1) 400 WATT COMPUTER PER WORKSTATION, MAX. 8 WORKSTATIONS SHALL GOVERN. CONTACT ARCHITECT TO VERIFY. Fax: 949.553.0372 ■ PER J-BOX, U.O.N. 12. WHERE DATA COMMUNICATION JACKS ARE CALLED FOR, DOUBLE GANG J-BOX WITH P RING PROVIDE J-BOX FOR BASE FEEDS AT WALLS/COLUMNS. CIRCUIT, WIRE AND 1 1/4" CONDUIT SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. COVER PLATE CONFIGURATION ASSUMED U.O.N. (1) 400 WATT COMPUTER PER WORKSTATION, MAX. 8 AND CABLE WORK SHALL BE DONE BY OTHERS. THIS SHALL INCLUDE PROVISIONS FOR ' 0 '- WORKSTATIONS PER J-BOX, U.O.N. PROVIDE 14" CONDUIT. CABLE RUNS FROM BACKBOARD TO TELEPHONE SYSTEM/COMPUTER SYSTEM AS OCCURS. BISTRO 24 THIS WORK BY OTHERS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH T.I.C. PROVIDE J-BOX FOR FLUSH FLOOR MOUNTED FLOOR FEED. CIRCUIT, WIRE APPROVAL CABLE SHALL TRAVEL VIA BEST PATH ACROSS CEILING PLENUM TO O ID Q �® CONFIGURATION ASSUMED U.O.N. (1) 400 WATT COMPUTER PER WORKSTATION, BACKBOARD AS CALLED FOR ON DRAWINGS. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SUITE#120 MAX. 8 WORKSTATIONS PER J-BOX, U.O.N. PROVIDE 1 Y" CONDUIT. SPECIFIC CONDUIT SIZING WHEN REQUIRED. SCOPE OF WORK: 1,615 O 13. USF: 1,615 RSF: 1870 ® CARD READER IS LOW VOLTAGE WRING BY TENANT. GENERAL CONTRACTOR TO THE BUILDING STANDARD WALL MOUNTED TELEPHONE OUTLET SHALL BE A SINGLE GANG PROVIDE FLUSH 4S BOX WITH SINGLE P-RING WITH CONDUIT AT EACH OUTLET BOX VERTICALLY MOUNTED IN WALL 18' A.F.F. TO CENTERLINE OF OUTLET WITH 800 NEWPORT CENTER DRIVE LOCATION, MOUNT AT +40"A.F.F. COORDINATE WITH CUSTOMER FOR ANY 3/4" METAL CONDUIT STUBBED UP 8' ABOVE GRID NTH PULL STRING, INSTALLED BY THE NEWPORT BEACH ADDITIONAL REQUIREMENTS. GENERAL CONTRACTOR. COVER PLATE BY TELEPHONE COMPANY SHALL BE IVORY. CALIFORNIA 92660 TELEPHONE CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR. CONDUIT IN a 4' X 8' FIRE RETARDANT TREATED PLYWOOD BACKBOARD, PAINT TO MATCH PLENUM AREA IS NOT REQUIRED WHEN PLENUM RATED TELEPHONE CABLES ARE USED. ADJACENT PARTITION. DO NOT PAINT OVER RATING STAMP. 14. GANG OUTLETS AS TIGHTLY AS POSSIBLE. BUILDING TYPE: ❑H ELECTRO MAGNETIC HOLD OPEN. TYPE I-A, FULLY SPRINKLERED 15. EACH SYSTEM FURNITURE WORK STATION TO HAVE TWO (2) ELECTRICAL DUPLEX OUTLETS. ■ ® TELEVISION COAXIAL CABLE OUTLET BOX AND CONDUIT STUB-UP BY G.C. ONE PHONE AND ONE DATA OUTLET UNLESS OTHERWISE NOTED ON PLAN. ELECTRICAL OCCUPANCY GROUP: CONTRACTOR TO HOOK UP POWER. B OFFICE N INDICATES NEW ITEM. 16. DEDICATED SHALL MEAN SOLE USE. NUMBER OF STORIES: 7 R INDICATES RELOCATED ITEM. SEPARATE PERMIT IS M INDICATES MODIFIED ITEM. REQUIRED FOR SPRINKLERAND SMOKE DETECTOR SYS. PLAN SPECIFIC NOTES: EQUIPMENT LIST: I. REFERENCE EQUIPMENT PLANS FS-1, FS-2 & FS-3 FOR ALL EQUIPMENT INFORMATION, WATER & NOTE. ALL EQUIPMENT SHOWN IS PROVIDED BY ELECTRICAL REQUIREMENTS. TENANT, U.O.N. [=PROVIDE (10) BAR HEIGHT AIRE TABLE BASES, BRUSHED STAINLESS STEEL FINISH, MODEL ;yBM-3219. TABLES TO HAVE CUSTOM SOLID SURFACE TOP (SS-3), 24" X 30'X 1 1/2' O TELEVISION THICK WITH 1/8" EASED RADIUS EDGING. TABLE BASE CONTACT: EMILY IWANICKI, ANDREU WORLD, PH: 773.354.9532. 0 PROVIDE (4) STANDARD HEIGHT AIRE TABLE BASES, BRUSHED STAINLESS STEEL FINISH, MODEL #BM-3220. TABLES TO HAVE CUSTOM SOLID SURFACE TOP (SS-3), 48" X 30"X 1 1/2" THICK WITH 1/8" EASED RADIUS EDGING. TABLE BASE CONTACT: EMILY IWANICKI, ANDREU WORLD, PH: 773.354.9532. ■ ■ ■ ®PROVIDE (10) BAR STOOLS, LINEAL COMFORT - 8Q-0599 WITH STEEL SLED BASE AND (F-1) CUSTOM UPHOLSTERY. FF-1 UPHOLSTERY 'MLL BE SHIPPED TO 222 W MERCHANDISE MART PLAZA STE 10-132, CHICAGO, IL 60654 FOR FABRICATION. CONTACT: EMILY IWANICKI, ANDREU WORLD, PH: 773.354.9532 0 PROVIDE (16) SI-0594 LINEAL COMFORT SEATS WITH STEEL SLED BASE BY ANDREU ISSUE DATE ISSUE WORLD. FF-1 UPHOLSTERY WILL BE SHIPPED TO 222 W MERCHANDISE MART PLAZA STE 10-132, CHICAGO, IL 60654 FOR FABRICATION. CONTACT: EMILY IWANICKI, ANDREU WORLD, 06,13.14 ISSUE FOR ENGINEERING PH: 773.354.9532 06,27.14 ISSUE FOR BID ©PROVIDE LED TAPE LIGHTING AT PERIMETER OF BANQUETTE SEATING, AS INDICATED. 09.26.14 PC1/BULIERN V LIGHTING TO BE CONTINUOUS. 70PRDVIDE LED TAPE LIGHTING AT PERIMETER OF MIWOK, AS INDICATED. LIGHTING TO BE C'0� lO IS. ®ACCESSIBLE SEATING SPACES - 34 TOTAL - 5 6 = 1.8 = 2 SPACES. TABLES ARE NOT BUILT-IN, BUT PROVIDE 2Y MIN. UNDER CLEARANCE. j rtao eo qBa � Q 0 0 o S5o Ji DRAWN BY: EV CHECKED BY' SP/PM PROJECT NO.: 07.1136.034 FILE: \\IOC "t\PFP\BOLNC\DI\nf012* SCALE: 1/8" = 1' - on N 0 1 2 4 6 POWER & FURNITURE PLAN N80.0120.PC Attachment No . ZA 5 - Project Plans REFLECTED CEILING PLAN LEGEND GENERAL NOTES EQ. EQ 1. THE BUILDING STANDARD CEILING WILL BE AN ARMSTRONG SEISMIC RX SUSPENSION SYSTEM "SILHOUETTE EXISTING BLDG. STD. SUSPENDED ACOUSTICAL XL" 9/16° BOLT-SLOT SYSTEM WITH HEAVY DUTY STEEL GRID, 1/8" REVEAL, WHITE FINISH. SYSTEM TO - YSTEM U /D1 AND /01 FOR DETAILS. SHALL COMPLY CLUDE ¶WITH ON AASCE 7E05,NT ASECTION NGLE LII3.6.2.2 S WITH AND2ASTM C635/C636 5PEC'SCUP FOR SEISMIC EDGE RARMSTRONGS :...: :...:...:...:...:...: ... ... .. . . "ULTIMA 12HRC P X 2' X 3/4 , BEVELED TEGULAR EDGE. .. ....:...:..;... ... .�:...;...�...: " X19 LE 2' CEILING, SEE 1 2 ;.p ...;...;...:N ...;...;...:N ...;...;...:N.;...;...;...:N ...:...:...:.N .;: EXISTING 2' X 4' BLDG. STD. FIXTURE TO REMAIN. N }$ 2. NOTIFY ARCHITECT OR THE IRMNE COMPANY (T.I.C.) TENANT CONSTRUCTION COORDINATOR OF ANY LEAN VER C /REPLACE CO /LAMPS AS REQUIRED. DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AND OBTAIN �-� ® : LTJ: CLARIFICATION BEFORE COMMENCING CONSTRUCTION. ;.. 1O BY o : : o o : o : o : : o : : :.•. ..:: EXISTING ,Q, ;...:p.:...:...:....11.;...;...;...:14.;.. • 1 ; ...:14.;...;... ...14.;... ... ....14.;..:. :i`.:::<: :::: C /REPLACE CO /LAMPS AS REQUIRED 3. a IL N L e EXISTIN G STD FIXTURE TO REMAIN. LOCATIONS OF CEILING PENETRATIONS, SUCH AS AIR DIFFUSERS, GRILLES, LIGHT FIXTURES, ETC., SHALL BE LEAN VER AS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS. WHERE DISCREPANCIES IN LOCATION OCCUR, v_v EXISTING 2' X 2' BLDG. STD. FIXTURE TO REMAIN. THE ARCHITECTURAL PLAN SHALL GOVERN. NOTIFY ARCHITECT AND/OR TENANT CONSTRUCTION NEWPORT CENTER DRIVE 0 0 o a o 0 0 o C COORDINATOR OF ANY DISCREPANCIES FOR CLARIFICATION. N N N N N N N N ❑ CLEAN/REPLACE COVER/LAMPS AS REQUIRED. 4. WHEN CEILING INTERRUPTIONS OCCUR, SUCH AS PARTITIONS, FURR DOWNS, ETC., THEY SHALL BE CHECKED '-3" 6'-0" W-0" 6'-0" 3'-3" L AND THEIR CONSTRUCTABIIJTY VERIFIED PRIOR TO CONSTRUCTION OF SUCH INTERRUPTIONS. SHOULD COMP RELOCATED 2' X 4' BUILDING STANDARD LIGHT FIXTURE QUESTIONS REGARDING SUCH INTERRUPTIONS OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WINE COMPAW 1 'N N 10'-0"'N ° eN CLARIFICATION FROM THE ARCHITECT OR THE CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH liLYl1V i W RELOCATED 1' X 4' BLDG. SSD. LIGHT FIXTURE WORK IN QUESTION OR RELATED WORK. Stioa� 1 M RELOCATED 2' X 2' BUILDING STANDARD LIGHT FIXTURE 5. CEILING HEIGHTS SHALL BE BUILDING STANDARD UNLESS OTHERWISE NOTED (U.O.N.). BUILDING STANDARD 'N 'N 'N 9-8' CEILING HEIGHT IS V-8" ABOVE CONCRETE SLAB AT FLOORS 2 THRU 7. CEILING HEIGHT IS 14'-O" ON THE GROUND FLOOR. II: NEW 2 X 4 BLDG STD LIGHT FIXTURE .:_ •• ;•••;•••:•••,•••.••••••vtr y:•••: � 6. ALL CEILING GRILLES TO BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT COLING TILE. Gensler NEW 1'X 4' BLDG. STD. LIGHT FIXTURE 7. THERE SHALL BE NO COMBUSTIBLE MATERIALS USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, •..�; ....... .......... ALUMINUM CONDUIT, AND POT METAL CONNECTORS. ALL CONNECTORS SHALL BE STEEL. 0 NEW 2' X 2' BLDG. STD. LIGHT FIXTURE 8 MacArthur Court 4675 M LOCATE RECESSED DOWN LIGHTS, WALL WASHERS AND SPOT LIGHTS IN CENTER OF CEILING TILE SO THAT Suite 100 (E)COOLER ® 2' X 4' FOCAL POINT LUNA FIXTURES. RECESSED LIGHT IS NOT LESS THAN 18" OR MORE THAN 30" FROM FACE OF WALL, U.O.N. EARTHQUAKE CLIPS AND Nmport Beach California 92660 ORA E " �.•': :..•mu.. INDIRECT WITH PERFORATED CENTER BASKET. WIRES WILL BE USED. Tel: 949.863.9434 Fax: 949.553.0372 ® 2' X 4' 2X4 LED FOCAL POINT LUNA FIXTURES ■ /TICLED-24-LL2-35 9. CONDUIT MUST BE A MINIMUM OF 8" CLEAR ABOVE THE CEILING GRID. FLU-24-LL2-L35-LD1-277-G-PS-EQ-W, RECESSED 10. BUILDING STANDARD AVERAGE LEVEL OF LIGHTING THROUGHOUT AS REQUIRED TO MEET TITLE 24 IS INDIRECT WITH PERFORATED CENTER BASKET. 0 0 DEFINED AS NOT TO EXCEED 1 WATTS/S.F. AVERAGE. BISTRO 24 ® 2' X 2' FOCAL POINT LUNA FIXTURES. RECESSED INDIRECT WITH PERFORATED CENTER BASKET. 11. ALL REMOVED UGHT FIXTURES SHALL BE REUSED BEFORE INSTALUNG NEW LIGHT FIXTURES, U.O.N. VERIFY 4 ROUND DIMMING LED DOWN LIGHTS BY FOCAL RE-USE OF LIGHT FIXTURES WITH T.I.C. PRIOR TO INSTALLATION. SUITE#120 IN 4A- 8- 010 - M 18- - - 1- 12. CONTRACTOR SHALL CLEAN ALL FIXTURES LENSES OR LOUVERS AND REPLACE IF DISCOLORED OR SCOPE OF WORK: 1,615 0 1 „ , DAMAGED OR STAINED. USF: 1,615 RSF: 1,870 800 NEWPORT CENTER DRIVE P 13. CONTRACTOR SHALL CLEAN ALL FIXTURE LAMPS AND REPLACE AS MISSING, BURN OUT OR MISMATCHED. NEWPORT BEACH 2 L!r... IIII^q I1�A1n,T rll=RE Br'r�' A,--mm NIGIISE 14• ALL NEW CIRCUITS SHALL BE LABELED ON THE PROPER BUILDING ELECTRICAL PANEL DIRECTORIES. CALIFORNIA 92660 M81 "E'.0 3Ji-d6H� OOL . + , _NR 0.1.11:,C " 15. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES SHALL ETT} E,,,I " .."A BE PROVIDED BY THE GENERAL CONTRACTOR. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY ` " THE CABINET CONTRACTOR, SHALL BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. REWORK BUILDING TYPE: &WBIM itx_ P AS REQUIRED FOR PROPER COVERAGE. TYPE 1-A, FULLY SPRINKLERED ■ " hum. OCCUPANCY GROUP: 5 BN DIMMING 16. FOR SPECIFICATIONS OF BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, AND SENSORS, SEE a OFFICE ,u ELECTRICAL ENGINEERING DRAWINGS. NUMBER OF STORIES: 7 �IL1Y "" mlcu unnuTrn IED III. II�r �I�Is� 17. THE CONTRACTOR SHALL PROVIDE RECORD DOCUMENTATION. SAID DOCUMENTATION SHALL BE SUBMITTED TO ARCHITECT PRIOR TO APPLICATION FOR FINAL PAYMENT. -BY-F661W�PC T. wC7t SEPARATE PERMIT IS REQUIRED FOR SPRINKLER - - ` 18. ALL CONDUITS AND H.V.A.C. DUCTS SHALL BE INDEPENDENTLY SUSPENDED FROM THAT USED TO SUSPEND AND SMOKE DETECTOR SYS. LED TAPE THE CEILING TILE. 0 BLDG. STD. FLUORESCENT DOWNLIGHT BY COOPER 19• ALL EXISTING REUSED GRILLES SHALL BE REFINISHED TO "LIKE NEW" CONDITION. ALL EXISTING DAMAGED 1 PORTFOLIO LIGHTING. MOUNT IN CENTER OF TILE. GRILLES SHALL BE REPLACED WITH NEW. 0 BLDG. STD. FLUORESCENT WALL WASHER BY 20. NOTIFY ARCHITECT WHEN A BUILDING STANDARD LIGHT FIXTURE CANNOT BE USED DUE TO EXISTING NONE COOPER PORTFOLIO LIGHTING. MOUNT IN CENTER OF TILE U.O.N. REMOVABLE PLENUM OBSTRUCTION AND ALTERNATE LOCATION HINDERS LAYOUT, LOW PROFILE UGHT FIXTURE SHALL BE USED. REMOVED/RELOCATED.ATED. REPLACE TILES AS EXISTING DOWN WASHER 21. REWORK EXISTING LIGHT SWITCHING AS REQUIRED FOR NEW ROOM CONFIGURATION. RE REQUIRED. MATCH EXISTING. 22. REWORK EXISTING HVAC AIR DISTRIBUTION AS REQUIRED FOR NEW ROOM CONFIGURATION. ® BLDG. STD. LED EDGE LITE EXIT SIGN DIRECT SINGLE 23. REWORK FIRE-LIFE SAFETY ALARM SYSTEM AS REQUIRED FOR NEW ROOM CONFIGURATION. FACE - SURELITES ELX-600-G-XXXXXXA�. TIED TO P.'11!;,:H EVEIMUNCY r EXIT SIGNS 1 24. CONTRACTOR SHALL CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT THE LEASE ■ ■ ■ SHALL BEEQUIPPED WITH A BATTERY BACK-UP. SPACE AND NOTIFY THE ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR IF IT IS NOT SE` PLAN ADEQUATE. e BLDG. STD. LED EDGE LITE EXIT SIGN DIRECT DOUBLE FACE - SURELITES ELX-600-G-XXX-7 TIED 25. PROVIDE SMOKE DETECTORS, THROUGHOUT TENANT AREAS IN ACCORDANCE WITH CODES AND EA =BE RGF=ABATTERY EXITSIGN MANUFACTURER'S RECOMMENDATIONS. UIPPED BACK-UP. 26. PROVIDE SPRINKLERS THROUGHOUT AS REQUIRED BY CODE. SUBMIT SHOP DRAWINGS PRIOR TO ISSUE DATE ISSUE INSTALLATION FOR APPROVAL 08.13.14 EWE FOR ENGINEERING 27. REWORK SPRINKLER HEAD LAYOUT AS REQUIRED FOR NEW ROOM CONFIGURATION. 06.2714 6511E FOR BD 28. SPRINKLER HEADS SHALL ALIGN IN STRAIGHT LINES, AND BE LOCATED IN THE CENTER OF 2X2 CEILING 09.28,14 PC1/B1ALEIIN TILE. DISTRIBUTION OF HEADS MUST MEET GOVERNING CODES. 29, SPRINKLER CONTRACTOR TO VERIFY THAT RELOCATED PIPES DO NOT RUN DIRECTLY OVER ANY PORTION EXISTING EXIT SIGN REMOVED/RELOCATED. OF LIGHT FIXTURE USED AS SUPPLY AIR TROFFER. REPLACE 11LES AS REQUIRED. MATCH EXISTING. 30. THE COMMON AREA FIRE SPRINKLER WILL BE ADDED OR RELOCATED FROM THE EXISTING BASE BUILDING Q WALL MOUNTED FIXTURE WITH HEIGHT A.F.F. GRID. CONCEALED HEADS WITH FLUSH WHITE COVER PLATE "TYCO RF-IIQR" QUICK RESPONSE WILL BE REQUIRED. PROVIDE CONCEALED HEADS AT ALL GYPSUM BOARD CEILING AREAS. T 8-0" LINE OF CEILING HEIGHT CHANGE 31. THE BUILDING STANDARD FIRE SPRINKLER WILL BE ADDED OR RELOCATED FROM THE EXISTING BASE ► 8-8" BUILDING GRID. CENTER IN CEILING TILE. CONCEALED ASSEMBLIES WITH FLUSH WHITE COVERS SHALL BE N INDICATES NEW ITEMS. USED. R INDICATES RELOCATED ITEMS. 32. SUSPENDED CEILINGS TO COMPLY WITH ASCE 7-05 SECTION 13.5.6. PROVIDE THE FOLLOWING: a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. b. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 7/8" PER ARMSTRONG SEISMIC SUSPENSION SYSTEM W/ BERC2 CLIP EDGE (ICC-ESR-1308). IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE. IIp c. FOR CEILING AREA EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL Q D� PLAN SPECIFIC NOTES SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE II �.��w-4`'" -'� APPROXIMATELY EQUAL. =PROVIDE NEW GYP. BD. SOFF1 IS MEAB-1 FL REF: 20/D1. d. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT I]PROVIDE NEW CE]UNG GRID, ARMS b'' & AKMSIKUNG ACOUSTICAL CEILING TILE, BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL CLEAN ROOM VL UNPERFORATED #868 CEILING TILES. PROVIDE BUILDING STANDARD 2X2 LED LUNA UGHT ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT FIXTURES. DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH , 03 PROMDE NEW GYP. BD. SOFFIT AT 8'-0" A.F.F. CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ® ACCORDANCE WITH ITEM C.PROVIDE NEW BUILDING STANDARD ACOUSTICAL CEILING GRID & TILE. DRAWN BY: EV e. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER CHECKED BY: SP/PM PENETRATION SHALL HAVE A 2" OVERSIZED RING, SLEEVES, OR ADAPTER THROUGH THE CEILING TILE TO PROJECT NO.: 07.1136.034 ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FILE: `Wjvffk\N, 1NW20rC I. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. SCALE 1/8" = 1' - 0" g. CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. N h. SUSPENDED COUNG SHALL BE SUBJECT TO SPECIAL INSPECTION OF SECTION 11A.1.3.9 OF ASCE STANDARD. 012 4 11 REFLECTED CEILING PLAN N80.0120.RC Attachment No . ZA 5 - Project Plans 5 Dt FINISHES SCHEDULE FINISHES PLAN NOTES/FLOOR COVERING NOTES COMBINED ® LUXURY VINYL TILE. MFR: DUCHATEAU, PRODUCT: LUGANO, VD-LUG7. 1. FOR WALL COVERING APPLICATION: INSTALL FINISH FOR THE FULL HEIGHT OF THE PARTITION WITH NO RESILIENT LUXURY VINYL TILE TO BE INSTALLED UP 12" OF WALL/MILLWORK AT ALL BASE. PREPARE THE GYPSUM WALL BOARD SUBSTRATE TO RECEIVE THE VINYL WALLCOVERING FOR THE FULL CUSTOMER AREAS. PROVIDE SHLUTER STRIP AT EXPOSED EDGE OF VINYL HEIGHT OF THE PARTITION. LEAVE NO UNFILLED OR UNFINISHED GAPS OR VOIDS AT THE BASE OF WALLBOARD. WOOD FLOORING, BRUSHED STAINLESS STEEL FINISH. 2. COORDINATE INSTALLATION OF RESILIENT BASE WITH MILLWORK. DELETE BASE WHERE BUILT-IN CABINETS ARE 80U QUARRY TILE. MFR: DALTILE, COLOR: TBD. FINISH SMOOTH, 6"X6", 1/2" THICK, INDICATED. INSTALL BASE AT TOE SPACE. 5 CAFE 3 ® THINSET INSTALLATION. PROVIDE NON-SANDED GROUT WITH 1/4" SPACING. 3. SUBMIT CONFIRMATION FOR ORDER AND DELIVERY DATES OF ALL OVER-STANDARD FINISHES. Dl �® :•:.''` BUILD;NG L088Y ® 7LLS. 4. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECTS APPROVAL: (A) THREE 12"X120 SAMPLES OF ALL PAINT. 4 1/4° PAINT GRADE 5/8" MDF BASE. STRAIGHT WITH 1/4" NOTCHED REVEAL AND VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE 7 17 1/8' RADIUS EASED TOP EDGE, PAINTED TO MATCH WALL, FINISH: SEMI-GLOSS. TO BE FINISHED. SUBMIT PAINT SAMPLES FI2D\1 THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. (B) ONE NEIIPORT CENTER DRIVE C 24"X24" MOCK-UP WITH SAMPLE SEAM CENTERED OF ALL FABRIC AND VINYL FINISHES AND COLOR. C THREE (CENTERED) { ) D1 DAL11LE - QUARRY TILE COVE BASE - 0-3565, 5X6, TEMPEST GRAY, 1/2 12Y X12Y SAMPLE OF ALL FLOOR COVERINGS. ® THICK, THINSET INSTALLATION.ATION PROVIDE NON- - SANDED GROUT I1H 1/4SPACING. AT MILLWORK LOCATIONS, QUARRY TILE BASE TO BE CUT TO FIT, AS 5. SUBMIT SAMPLES BEFORE PLACING FULL ORDERS WHERE MATERIALS ARE NOT RETURNABLE. NOTIFY ARCHITECT PER SECTIONS, REFER TO DETAILS FOR MORE INFORMATION IMMEDIATELY OF LONG LEAD ORDER ITEMS. RT�W�M�� /�+QMPA �7� l.ltYllr� i.�.irlYl.tl11�11 FF1 �,16. ALL PAINT FINISH OF METAL PARTS OF DOORS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, UNLESS ffimw im 3 ��"� PAINT. 2 COATS OF EGGSHELL LATEX FINISH OVER LATEX PRIMER. OTHERWISE NOTED (U.O.N.) MFR:SHERWIN WILLIAMS, COLOR: WHITE DUCK, SW7010. 4 PAINT. 2 COATS OF EGGSHELL, LATEX FINISH OVER LATEX PRIMER. 7. ALL PAINT SHALL BE APPLIED IN ACCORDANCE NTH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR --- SURFACE. MFR:BENJAMIN MOORE, COLOR: HC 77, ALEXANDRIA BEIGE. 8 PLASTIC LAMINATE. MFR: FORMICA, COLOR:TBD 8. ALL SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PRIOR TO THE INSTALLATION OF WALLCOVERING, PER KITCHEN MANUFACTURER'S RECOMMENDATION. Gensler ® ® PLASTIC LAMINATE. MFR: FORMICA COLOR CORE, COLOR: SURF, 923C-58 9. WALLCOVERING CONTRACTOR TO COORDINATE ALL WALL COVERING APPLICATION IN OR ON CABINET WORK WITH - _ 4675 MacArthur Court Q S _ ® PLASTIC LAMINATE. MFR: NEVAMAR, COLOR: 790 GENERAL CONTRACTOR. Suite 100Newport Beach California 92660 * (E)C®ER STORAGE 10. CONTRACTOR SHALL PAINT AND REFINISH ALL EXISTING AND NEW INTERIOR WALLS WITH PAINT AND FINISHES TO Tel: 949.863.9434 FABRIC. MFR: DESIGN TEX, STYLE: TBD, COLOR: TBD MATCH EXISTING, U.O.N. Fax: 949.553.0372 ■ FABRIC (INSTALLED VERTICALLY). MFR: KNOLL TEXTILES, STYLE: TBD, COLOR: 11. BLDG. STD. WINDOW COVERING IS DEFINED AS MECHOSHADE "MECHO/5 MANUAL' SUNSCREEN ROLLER SHADE ON KV IBD FLOORS 2-7, GROUND FLOOR HAS MOTORIZED SHADES, EUROTWILL 6000 SERIES FABRIC. COLOR: 6006R SILVER BIRCH. 3% OPENNESS FACTOR. SNAPLOC FASCIA. COLOR: QUAKER BRONZE. SHADE BANDS WILL BE FABRICATED ' 0 ' ® WITH A 'SNAP ON'/"SNAP OFF" SPLINE. SHADES BANDS FABRICATED WITH RF WELDED HEM POCKET INCLUDING BISTRO 24 SOLID SURFACE: MFR: CORIAN, COLOR: DESIGNER WHITE SIDES AND CONCEALED HEM WEIGHTS. SHADES FABRICATED TO FILL EXISTING EXTERIOR WINDOW OPENINGS FROM JAMB TO JAMB AND HEAD TO SILL SHADES FABRICATED USING A REGULAR ROLL (SHADES UNWINDS CLOSEST TO Q ID 0 ® SOLID SURFACE: MFR: QUARTZ SURFACES, CAESARSTONE, 2141, BLIZZARD THE GLAZING). SHADES TO BE MOUNTED WITHIN THE WINDOW MULLIONS CLOSE TO THE GLAZING. OPERATION IS BY SUITE#120 M5 DRIVE SPROCKET AND BREAK ASSEMBLY NTH 110 STAINLESS STEEL CHAIN RATED TO 90 LBS. CONTROL SIDE SCOPE OF WORK: 1,615 i SOLID SURFACE: MFR: QUARTZ SURFACES, EMSER STEEL OC3113 IS TYPICALLY ON THE RIGHT UNLESS JOBSITE CONDITIONS DICTATE OTHERWISE. CONTROL LENGTH WILL FINISH USF: 1,615 RSF: 1870 CERAMIC TILE. MFR: ANN SACKS, STYLE: ARDEN., SIZE 4°X8", BEVELED. APPROXIMATELY 6 ABOVE THE WINDOW SILL 800 NEWPORT CENTER DRIVE 12. BLDG. STD. PAINT IS DEFINED AS TWO COATS OF ICI FLAT LATEX PAINT OVER LATEX PRIMER. MATCH BLDG. STD. NEWPORT BEACH COLOR: WHITE COLORS. CALIFORNIA 92660 ZOE BRICK. MFR: BELDEN, STYLE: WALL THIN BRICK, JUMBO BAYPORT A. CONTACT: 13. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL THOMPSON'S BUILDING SUPPLY, DYLAN BUDD, PH:714.719.0202. THIN SET 14. CARPET CONTRACTOR TO PROVIDE AND INSTALL SPECIFIED REDUCTION STRIP AT DOORS WHERE ALL CARPET AND WITH MORTAR INSTALLATION. RESILIENT FLOORING MEET, U.O.N. BUILDING TYPE: TYPE 1-A, FULLY SPRINKLERED ■ 15. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET DOOR OPENS, U.O.N. OCCUPANCY GROUP: B OFFICE 16. WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE NUMBER OF STORIES: 7 AND CARPET UNDER, THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM THE CARPET. SEPARATE PERMIT IS 17. IF ADJACENT SPACES ARE OCCUPIED, ALL TACK STRIPS TO BE INSTALLED AFTER NORMAL WORKING HOURS, U.N.D. ANDUSMOKEODETECTORLSYS. 18. FLOAT ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATIONS. Y I 19. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL CARPETED AREAS, U.O.N. 20. PROVIDE AND INSTALL SPECIFIED BASE FOR RESILIENT TILE FLOOR AREAS, U.O.N. 21. PROVIDE AND INSTALL ALL TILE FLOORING IN ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS. 22, CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO 810 AND INSTALLATION. 23. BLDG. STD. BASE IS DEFINED AS 2 1/2' RUBBER STRAIGHT BASE 'BURKE' UV RATED, CARPET TYPE ROLL STOCK. 24. NO SUBSTITUTIONS ALLOWED WITHOUT APPROVAL OF ARCHITECT. ■ ■ ■ 25. PROVIDE 1/8" BRUSHED STAINLESS STEEL SCHLUTER STRIP AT CARPET/STONE OR CARPET/CERAMIC TILE THRESHOLD. PLAN SPECIFIC NOTES ISSUE DATE ISSUE 1. ALL FINISHES ARE NEW U.O.N.(UNLESS OTHERWISE NOTED). 09.21.14 ISSUE FOR BID 2. REPAIR OR REWORK BLDG. STD. WINDOW TREATMENT AT ALL PERIMETER GLASS AS REQUIRED. 09.26.14 PCl/BULLEIIN #I 30 PROVIDE WALL TILE (T-1) AT LOCATION INDICATED. GC TO ENSURE THAT WALLS ARE SQUARE AND PLUMB PRIOR TO INSTALLATION OF NEW TILE. PROVIDE %* ALUMINUM SCHLUTER STRIP AT EXPOSED TILE EDGES. ® PROVIDE CRACK SUPPRESSION MEMBRANE, NOBLE SEAL "TS' OR EQUAL, AT ALL LOCATIONS OF STONE OR OTHER TILE FLOORING. FLOAT AND FEATHER STONE AS REQUIRED FOR LEVEL TRANSITION FROM CARPET TO STONE. FINISH ALL STONE WITH MIRACLE SEALANT 511 POROUS PLUS PENETRAIING SEALER. PROVIDE Kfi" KNIFE JOINT GROUT WITH SEALER TO MEET TITLE 24/ ADA REQUIRED 0.6 COEFFICIENT. PROVIDE METAL EDGE TRANSITION STRIP BY SCHLUTER: SHIENE-AE )f EDGE AT ALL TILE TO TILE & TILE TO VINYL FLOORING TRANSITIONS. 51 PROVIDE CRACK SUPPRESSION MEMBRANE, NOBLE SEAL -TS- OR EQUAL, AT ALL LOCATIONS OF STONE OR OTHER TILE FLOORING. FLOAT AND FEATHER STONE AS REQUIRED FOR LEVEL TRANSITION FROM CARPET TO STONE. FINISH ALL STONE NTH MIRACLE SEALANT 511 POROUS PLUS PENETRATING SEALER. PROVIDE Ke" KNIFE JOINT GROUT WITH SEALER TO MEET TITLE 24/ ADA REQUIRED 0.6 COEFFICIENT. PROVIDE METAL EDGE TRANSITION STRIP BY SCHLUTER: SHIENE-AE J6° EDGE AT ALL TILE TO TILE & TILE TO VINYL FLOORING TRANSITIONS fi. AT KITCHEN X101, PATCH/PROVIDE NEW QUARRY TILE AS REQUIRED TO MATCH EXISTING ADJACENT. PROVIDE SUBMITTAL TO ARCHITECT FOR APPROVAL BASE AT SODA STATION/AREA INDICATED, TO BE (8-2), CUT TO BE 4' HIGH. AT DRYWALL, 4" BASE TO BE wan r RECESSED WITH 1/4' REVEAL PROVIDE ADDITIONAL LAYER OF GYP BD. WHERE REQUIRED. REFER TO DET 18/D1. o a 8� WASHOUT AREA TO HAVE TILE (FF-2) SURROUND. 0 ❑o Q o SSo 1 oQ DRAWN BY: EV CHECKED BY' SP/PM PROJECT NO.: 07.1136.034 FILE: \Vm_1akr\8nC\0I\n9002* SCALE: 1/8" = 1' - 0" 0 1 2 4 8 _ FINISH PLAN N80.0120A 41 Attachment No . ZA 5 - Project Plans USG — SA923 "DRYWALL/STEEL FRAMED SYSTEM" 1 16 TYPICAL LIMITING HEIGHTS — INTERIOR STUD FRAMING TABLE 8 1 — Typ Stud Stud Stud Allow. Partition, Partition, Furring, one 1/8" 3" oo ' 3" < design. width spacing deft. one layer two layers layer INSUL—QUILT BATT FROM SLAB A " Ya Z. a a UNDERSIDE OF ABOVE PERPENDICULAR TO PARTITION , .° A EXISTING COEXISTING STONE TO " —EXIT STRUCTURAL SLAB EXTENDING 3'-0" ONTO ACOUSTICAL 800J FLOORING ® ENTRY DOOR. z BLANKETS - EXISTING DECK 5/8" GYP. BD. , �, PROVIDE A 2'-0" WIDE GAP 25'-0" .138° 0, 3 4 LENGTH X-ZF 20 THP HILTI 25 gauage (.0179 min.) — - M FROM THE PERIMETER WINDOW WALL / ° NEW STONE THESHOLD TO EXIT ^ x POWDER ACTUATED FASTENER @24" O.C. EMB 10 SCREWS 158ST25 1 5/8" 16" L/120 10'9"f 10'9"d 10'3"d MATCH EXIST. STONE c.h 4 3/8"MIN. 3/8" 3/8" MIN. FROM SLAB ABOVE TO TOP OF CLG. # F. ° '� GRID FOR RETURN AIR. 2" FROM CORNERS. I.C.0 ESR-1663, TYP. L/240 9'6"d 10'6"d 8'3"d FLOORING @ ENTRY DOOR. _ ¢ TO 1/2" MIN. TO 1/2" 0 3/16 PLATE L/360 8'3"d 9'0"d 7'3"d PROVIDE BEVELED EDGE NOT 3 8" MIN. MAX. PROVIDE A 4'-0" WIDE INSUL-QUILT NEWPORT CENTER DRIVE TO EXCEED 1/2". ¢ o H PANEL CENTERED ON THE GAP 4' 24" L/120 8'9"f 8'9"f 8'9"f v z w AT LOBBY AREAS WITH DOOR AT EXITS LEADING TO EXTERIOR OVERLAPPING THE GAP BY 1'-0" ON NEW VINYL PLANK FLOOR AS < N L/240 8'3"d 8'9"f 7'3"d o LEADING INTO RATED OF BUILDING REQUIRED. NOT TO EXCEED w BOTH SIDES - SEE NOTE ABOVE. IF 10 SCREW TYP. L/360 7'3"d 8'0"d 6'3"d 1/2" H ¢ o __ CORRIDOR TO BUILDING EXIT PARTITION INTERSECTS TUNNEL # 212ST25 2 1/2" 16" L/120 13'9"f 13'9"f 13'9"d 5/8" THICK B-1 FLUSH a z s m m 3" ORRIDOR- ADDITIONAL GAP & BLANKwv ET !—_ — — ^„FIA wN L/240 12'6"d 13'6"d 11'0"d PAINTED MDF BASE - J FINISH FLOOR ARE NOT REQUIRED. <JinC1"fL�l 1 L/360 10'9"d 11'9"d 9'9"d SEE FINISH SCHEDULE 2" �� 3" SECURE TOP �°B1864 24" L/120 11'3"f 13'3"f 11'3"f EXIT CHANNEL W/ R-11 3-1/2" 'SONO BATTS" TO 48" L/240 10'9"d 11'3"f 9'9"d ;K' METAL SCREWS TO EACH SIDE OF PARTITION. LATERAL BRACING TO BE EFFECTED L/360 9'6"d 10'3"d 8'6"d EXIT STAIR CHANNEL ABOVE BY 2 1/2%25GA (USG #212ST25), ^ CEILING GRID LATERAL BRACING TO BE EFFECTED BY FINISH FLOOR 6" A.S.T.M. C 645 MATERIAL. THE 358ST25 3 5/8" 16" L/120 16'9"f 16'9"f 16'9"f* L--Ji ao 00 2 1/2"x25 GA. USG #212ST25), N BRACE IS TO BE ATTACHED TO TOP Gensler / L/240 16'0"d 16'9"f 14'6"d* -ROUTE ^ DOWN ^ A.ST.M. C645 MATERIAL. THE BRACE IS OF CHANNEL WITH SCREWS AT L/360 14'0"d 14'9"d 12'9"d* 3/8"MIN. /8"MIN TO TTACHED TO TOP OF CHANNEL 4'-0" O.C. STAGGERED. BRACE IS TO 1/2" TO 1/2" 1 FEET METAL SCREWS @ 4' BE PLACED G AN ANGLE OF 45 24" L/120 13'6"f ISO 13'6"f* 3°8- MIN. MAX. -3/8" MIN. 4' STAGGERED. THE BRACE IS 4675 MacArthur Court L/240 13'6"f 13'6"f 12'9"d* B ACED AT AN ANGLE OF 45 DEGREES TO THE HORIZONTAL Suite 100 AT ROOM/AREA EXITS LEADING AT CORRIDOR SIDE OF EXIT STAIRS STAGGER AND PLANE OF CEILING. TYP. New ort Beach California 92660 L/360 12'3"d 13'0"d 11'0"d Q FLUSH VINYL BASE THRESHOLD TRANSITION DETAIL INTO RATED CORRIDORS TO ON ALL UPPER FLOORS CAULK AROUND ES TO THE HORIZONTAL PLANE P ' 8 � 7 CEILING. 20 gauage (.0329 min.) SCALE: N.T.S. SCALE: N.T.S. BUILDING EXITS ELECTRICAL Tal: 949.863.9434 OUTLETS AND NONCOMPRESSIBLE STRUT FASTENED SECURE TOP CHANNEL WITH METAL Fax: 949.553.0372 212ST20 2 1/2" 16" L/120 17'9"d 18'6"d 16'6"d* 2 #8 SCREWS, TYP. 1 Q EXIT SIGNAGE IDENTIFICATION WITH RAISED LETTERS AND BRAILLE. BRAILLE TO OTHER BOXES; TO THE MAIN RUNNER SHALL BE SR E T A. LV V G 1 L/240 14'0"d 14'9"d 13'0"d* 16 MATCH BACKGROUND FINISH. CHARACTERS, SYMBOLS AND THEIR BACKGROUND CAULK AROUND EXTENDED TO AND FASTENED TO GRID. PROVIDE (2) #8 SMS SCREWS. L/360 12'3"d 13'0"d 11'6"d o o . � / o BOTTOM OF STRUCTURAL SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL BE SATIN CONDUIT AND THE STRUCTURAL MEMBERS SLAB - CONFIRM BLACK TO CONTRAST ON A BENJAMIN MOORE OC-31, FOG MIST, PAINTED OTHER THROUGH SUPPORTING THE ROOF OR FLOOR NONCOMPRESSIBLE STRUT FASTENED BISTRO 24 24" L/120 15'6"d 16'3"f 14'6"d* CONDITION IN FIELD TYP. ` — — — — — — BACKGROUND, PER 11178.5.2. THE WALL ;� ABOVE. THE STRUT SHALL BE TO THE MAIN RUNNER SHALL BE PENETRATIONS. L/240 12'3"d 13'0"d 11'6"d — Q CHARACTERS ON SIGNS SHALL HAVE PROPORTIONS AND CHARACTER DIMENSIONS X ADEQUATE TO RESIST THE VERTICAL o EXTENDED TO AND FASTENED TO L/360 10'9"d 11'3"d 10'0"d + L2 1 2" X 2 1 2" X 16 COMPONENT INDUCED BY THE THE STRUCTURAL MEMBERS SUITE#120 / / / PER 116-703.2.4 & 703.5. o GA. W/2 - 0.145" 0 HILTI BRACING WIRES. SUPPORTING THE ROOF OR FLOOR SCOPE OF WORK: 1,615 358ST20 3 5/8" 16" L/120 23'0"d 24'0"d 21'9"d* SHOT PINS W/ MIN. 1" Q CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL CONFORM TO PARTITION CAVITY INSULATION ABOVE. THE STRUT SHALL BE L/240 18'3"d 19'0"d 17'3"d* ADEQUATE TO RESIST THE VERTICAL USF: 1,615 RSF: 1,870 EMBEDMENT (4) #8 SMS / 119-703.2. ACRYLIC PHOTOPOLYMER PANEL TO BE MOUNTED ON A 1/8" THK. OWENS CORNING "NOISE BARRIER", 2 L/360 16'0"d 16'6"d 15'0"d* STRAIGHT LINE STRAIGHT LINE COMPONENT INDUCED BY THE 800 NEWPORT CENTER DRIVE (ICC-ESR-1663) - TYP. / ACRYLIC SPACER PANEL. CONTACT DAMES ASSOCIATES (310-247-9572) FOR 1/2" R-8 INSULATION BATTS. BRACING WIRES. / + CUSTOM FONT INFORMATION. TERMINATION 0 TERMINATION @ BLDG. NEWPORT BEACH 24" L/120 20'0"d 20'9"f 19'0"d* 3 5/8" 20 GA. METAL BLDG. COLUMN COLUMN ONLY. 2 1/2"x25 GA. METAL STUDS 2 1/2"x25 GA. METAL STUDS CALIFORNIA 92660 L/240 16'0"d 16'6"d 15'0"d / STUD DIAGONAL Q CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED ONLY. SOUND SOUND SEALED TYPICAL STUD HANGER STUD HANGER-SEE BRACING @ 48" O.C., IN OTHER PORTIONS OF THESE STANDARDS AND SHALL COMPLY WITH 11B-703.3. SEALED GASKET (USG /8" G25) M2O O.C., U.O.N. (USG #212ST25) @24" O.C., U.O.N. L/360 14'0"d 14'6"d 13'3"d GASKET CLOSURE PARTITION DETAILS TYP. CLOSURE ® WITH 5/8" GYPSUM BOARD, BOTH MULLION TERMINATION. WITH 5/8" GYPSUM BOARD, BOTH USG FOOTNOTE: + + s0 WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED MULLION SIDES. GYP. BD. SHALL BE APPLIED SIDES. GYP. BD. SHALL BE APPLIED UMITING HEIGHT FOR 1/2° OR 5/8" THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO o 2 #8 SCREWS, TYP. ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED VERTICALLY. BUILDING TYPE: PARTITION OR FURRING. USE ONE-LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES; USE TWO-LAYER HEIGHTS ACOUSTICAL CEILING AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE TERMINATION. VERTICALLY. TYPE 1-A, FULLY SPRINKLERED FOR MULTI-LAYER ASSEMBLIES. FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND o o � o o• BOTTOM OF STRUCTURAL // SYSTEM - TYP. INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO FREE-STANDING UP TO 12-FT. HEIGHT. *STUDS EXCEEDING 12-FT. HEIGHT REQUIRE MID-HEIGHT ANCHOR TO \ .� \ �' SLAB - CONFIRM + / ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND PARTITION TAPED SMOOTH AND PARTITION TAPED SMOOTH AND OCCUPANCY GROUP: EXTERIOR WALL ASSEMBLIES WITHOUT FACE PANELS AND CHASE WALL PARTITIONS REQUIRE VERTICAL CROSS CONDITION IN FIELD / DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR SANDED TO RECEIVE PAINT OR SANDED TO RECEIVE PAINT OR B OFFICE BRACES 4FT. O.C. MAX. UNITING CRITERIA d-DEFLECTION, f-BENDING STRESS, TEND REACTION SHEAR. WALLCOVERING BOTH SIDES _ _ _ _ _ _ / L OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE WALLCOVERING. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. +— 10'-0" 1-4 NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE NUMBER OF STORIES: 7 IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE TABLES PUBLISHED IN GA.1/W/2 0145"X01 HILTI LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457mm) MINIMUM BY SECURE BOTTOM CHANNEL WITH .138" SECURE BOTTOM CHANNEL WITH .138" A.F.F. 18 INCHES (457mm) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS 0, 3 0, 3/4" LENGTH X-ZF 20 THP HILTI SEPARATE PERMIT IS THIS FOLDER REPRESENT CHARACTERISTICS AND/OR STEEL STUDS CURRENTLY AVAILABLE FROM A (X20UP OF SHOT PINS W/ MIN. 1" 5/8" GYP. BD. OVER 3 5/8" x /4" LENGTH X—ZF 20 THP HILTI STEL STUD MANUFACTURES. CONSULT STUD MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION POWDER ACTUATED FASTENER 0 24" POWDER ACTUATED FASTENER @ 24" REQUIRED FOR SPRINKLER EMBEDMENT 20 GA. METAL STUDS @ 16"O.C. BASE BUILDING BASE BUILDING FLOOR AND SMOKE DETECTOR SYS. THICKNESSES AND LIMITING HEIGHT TABLES TO DETERMINE FINAL STUD SELECTION. ICC-ESR-1663 TO UNDERSIDE OF STRUCTURE AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS FLOOR LINE. O.C. EMB 2" FROM CORNERS. I.C.0 O.C. EMB 2" FROM CORNERS. LC.0 ( ) PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH ESR-1663. UNE' ESR-1663. NOTE: GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL PRODUCT MATERIAL SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY SPECIFICATION IF USG SA923 "DRYWALL/STEEL FRAMED SYSTEM" IS NOT UTILIZED FOR THIS BRACE EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOORS AS ONE EXITS PROJECT. BRACING-SEE PARTITION $ _O THE ROOM OR SPACE - 11B-703.4.2. DETAILS rik METAL STUD TABLE n STUD HANGER/ BRACE DETAIL P. SOFFIT A.F.F. TACTILE EXIT SIGNAGE 7 DEMISING/INSULATED PARTITION SECTION TENANT PARTITION SECTION 23 SCALE: 3" = 1'-0" I V ScALE: 1 1/2"=1'-0" 5 SCALE: 3"=1'-0" SCALE: N.T.S. / SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = V-0" x NOTE: INSTALL PER ASTM C 635/ASTM C 636 ffi ASCE 7-05 I 16 16 NO. 12 GA. HANGING SECTION 13.5.6.2.2. HORIZONTAL RESTRAINTS SHALL BE pp EFFECTED BY 4 NO. 12 GA. WIRES SECURED TO THE MAIN WALL WHERE OCCURS. WIRE @ 48" O.C. RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER TYP TYP. ` AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL 1 3 5/8" 20 GA. METAL LATERAL BRACING TO BE EFFECTED MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL 1 STUD DIAGONAL BRACING BLDG. STD. DOOR U.O.N. BY #25 GAUGE ASTM C 645 BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED (U.O.N.) BY THE TS BRACING WIRES. THESE HORIZONTAL RESTRAINT ® 48" O.C., TYP. MATERIAL. THE BRACE IS TO BE POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH ATTACHE TO STUD ABOVE WITH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH TNG STANDARD WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE / UA UM DOOR FRAME, NO. 8 METAL SCREWS. THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD (4) #8 SMS - TYP. BR I 0 E PLACED AT AN IMPOSED. MINERAL FORCE BRACING MEMBERS SHALL BE "'�/ SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL + / + F DEGREES TO THE PIPING AND DUCT WORK THAT IS NOT PROVIDED WITH / SEE REFLECTED CLG. PLAN / a PLANE OF CEILING. BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING ISSUE DATE ISSUE 1/2" 25 GA. METAL WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STUDS, 24" O.C., U.O.N. STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DED CEILING SYSTEM. DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE 06.27.14 ISSUE FOR BID + + SEE REFLECTED CLG. PLAN �8" 48" 12'-0" MAX. ACTUAL DESIGN LOAD WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. SUSPENSION WIRES SHALL NOT HANG 5/8" GYPSUM BOARD BOTH 5/8" GYP. BD. (BOTH SIDES). MAX."'"MAX� MORE THAN 1 IN 6 OUT-OF-PLUMB UNLESS COUNTERSLOPING 09.26.14 PC1/BULLETIN #1 ACOUSTICAL CEILING $IDES. WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR / ACOUSTICAL CEILING / SYSTEM - TYP. COMPRESSION STRUTS. TRAPEZE oR ealiVAIENNT INTERFERING ISSHALLLL eE UPSED WHERE + / SYSTEM - TYP. + / HANGING WIRE-DIAGONAL OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE 21 / BUILDING STANDARD ALUMINUM BRACING @ 45 DEGREES 1/4(3N.7Imm)CODS SHALL BE A ROLLEDNIMUM OF BACK CHANNELS FOR SPANBS CK 1 / / DOOR FRAME WITH 3-3/4" THROAT IN 4 DIRECTIONS. EXCEEDING 48'(1219mm). ENDS OF MAIN RUNNERS AND 10'-0 —0 1 O — U.O.N. CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. EXCEPT WHERE RIGID BRACERS ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND A.F.F. A.F.F. A. 2 1/2" #25 GA. METAL TOP CHANNEL OTHER PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, 5/8" GYP. BD. OVER 3 5/8" x SLEEVE OR ADAPTER THROUGH THE CEILING TILL TO ALLOW 5/8" GYP. BD. OVER 3 5/8" x SECURED WITH METAL SCREWS TO 45 FOR FREE MOVEMENT OF AT LEAST 1° IN ALL HORIZONTAL 20 GA. METAL STUDS @ 16" O.C. 20 GA. METAL STUDS @ 16"O.C. DEGREE LATERAL BRACE. PROVIDE 3/8" GAP ® DIRECTIONS AL ERNATIVELY, A SWING JOINT THAT CAN TO UNDERSIDE OF STRUCTURE TO UNDERSIDE OF STRUCTURE CEILING TO ADJACENT WALL. ACCOMODATE ISIPE F CEITEONG MOVEMBE ENT IN ALL THHOEIZONTAL r9'-6" BUILDING STANDARD DOOR(U.N.O.) THE SPRINKLER HEAD EXTENSION. 9'-6" 1 NEW SUSPENDED CEILING. 22 VINYL CEI Iv�Sbrr�1 f��` 2'�rC11 A•F•F• A.F.F. DOOR JAMB SCALE: 3" = 1'-0" 1 O SCALE: 3" = 1'_0„ w1 DOOR HEAD crA1 F' � — N —D 2 SUSPENDED CEILING TILE �.� SCALE: 1/16" — 1 0 NOTE: MANUFACTURER'S BLACK CABINET LETTERING TO BE APPLIED VERTICALLY PARTITION AS OCCURS AND OPPOSITE THE DOOR PULL. WALL ANGLE MOLDING, HEMMED EDGE, SHOT-IN ANCHOR ki ��— 00 N.C.D. "HILTI" DN27P87 1/4" SEALANT. (WHITE) 7/8"x7/8" ARMSTRONG #7800. o aBa OR EQUAL ARMSTRONG BERC2 SEISMIC CLIP 5/8" GYP. BD: FIRE EXTINGUISHER CABINET 6 SCREW TIGHTENED THROUGH RUNNER BY MANUFACTURER. WEB RESTRICTING SEPARATION FROM c d Qa< a SHIM AS REQUIRED. EXISTING STONE FLOORING @ WALL MOLDING. a0 10 STOREFRONT PERIMETER. ARMSTRONG SEISMIC RX SUSPENSION SADDLE THRESHOLD 254_A THERMOSTAT C^ \ - BY PEMKO ASSA ABLOY IN SYSTEM, ICC-ESR-1308, SEE 14/- FOR AS OCCURS TJ WIRE ATTACHMENT 0 DOOR MILL FINISH ALUMINUM. EXISTING CONCRETE REFER TO PLAN FOR LIGHTS TCH AS NEW VINYL PLANK FLOOR AS 8" MAX. MAX. PARTITION TYPE. OCCURS REQUIRED. NOT TO EXCEED DRAWN BY: EV ON METAL DECK x 1/2" H. 0 0 o CHECKED BY: SP/PM 1 CEILING CLIP "HILTI" 1/4" SEALANT. `O o g w "�-� J PROJECT NO.: 07.1136.034 CC272F27P8T /T ,'\ o a 2" 0 a 3 0 �� FILE: \\IOC work\PfP\800NC\01�n800120d1 9'-6" 3 TURNS M o 7/8" WHERE ANGLE MOLDING CHANGES SCALE: AS SHOWN A.F.F. 8 GA. HANGER WIRE DIRECTION & THE PARTITION CONTINUES 5/8" x 20 GA. METAL 5 IN A STRAIGHT LINE, ADD A STRIP OF N AT 3'-0" O.C., TYP. STUDS @ 16"O.C. TO - 4" MOULDING FROM THE CHANGE IN PER CBC SECTION UNDERSIDE OF 808.1.1.1. DIRECTION, IN LINE W/ THE WALL, TO STRUCTURE THE NEAREST CEILING GRID BEYOND. 0 1 2 4 8 NOTE: INSTALL AT +44" A.F.F. TO CENTER OF HANDLE. ARCHITECTURAL DETAILS 21 CORNER VINYL SOFFIT DETAIL NEW HANGER WIRE ATTACHMENT BLDG. STD. RECESSED FIRE EXTINGUISHERTYP. INTERIOR ELEVATION THRESHOLD SUSPENDED TILE AT WALL W FIXED JOINT CLIP SCALE: 6"=1'-0" 14 SCALE: 3"=1'-0" 3 SCALE: 3" = V-0" g SCALE: 1/4" = 1'-0" 5 SCALE: 3" = 1'-0" 1 SCALE: 3"=1'-0" D1 42 Attachment No . ZA 5 - Project Plans project VjAfo& JAE7A-(rV- by M/ shheeett/no. ffmo Consulting Engineers location date `I �J 10400 Van Karmen Ave.,.Suite 600 Irvine,CA 92612 client lob no. 800 (949)252.1022 Fax(949)252-0062 (E)-0' w1 o� rt- b ec K (4)#fO stAkS NEWPORT CENTER DRIVE + + JL�tx`I W (Z:)O,H6T1'0 FFIf-TI 'Xu. ppP w/ 11/24 l5meF> EA 0IRVM COMPMY A- �s Low fwTE (Z FLUTES VA10 SIms18W 1 O VrrER 5RACE CoW&;rioAJ Gensler Q y, 4675 MacArthur Court S(rOTi-5 1 z Suite 100 4 * Newport Beach California 92660 Tel: 949.863.9434 q�\ F A"EQQ� Fax: 949.553.0372 #�10 5145 12,Oc ,, RR/>G6 wnEwlGe� BISTRO 24 O 5Tjb rt S1a-1 SUITE#120 SCOPE OF WORK: 1,615 fp-0105wws USF: 1,615 RSF: 1,870 TYP 800 NEWPORT CENTER DRIVE NEWPORT BEACH CALIFORNIA 92660 + t t + + ' + BUILDING TYPE: TRACK PER Sk-) (wHEke atCuja TYPE 1—A, FULLY SPRINKLERED CoN-(I/4V.ov,S OCCUPANCY GROUP: B OFFICE 600-riso-5f, Come FLANGES AS NUMBER OF STORIES: 7 RFa-b. E1trEND d0&h t4) SruDS R1h1. SEPARATE PERMIT IS REQUIRED FOR SPRINKLER G A IN tRAC 50�� AND SMOKE DETECTOR SYS. projectRC-4-1-CK by w s sheet no. 2 project IAJAT45K tt&45<T filfd by W I sheet no. Consulting Engineers /JZAA e,.} f34! _O � C-A date 6•;'0• J 7 Consulting Engineers Vocation &4L.& CA date !'3(1'l�' 113 location 16400 Von Kerman Ave..Suite 600 18400 Von Kerman Ave., Suite 600 //��"�"" "" "" Irvine, CA 92612 clent lob no. Irvine,CA 92612 client v'� �ON" lab no. (949)252.1022 Fax(949)252.0002 Z I,y 27 O (949)252-1022 Fax f949)251-8082 �,//"�\ �i 1 K •li-1 D l 1^ N- r4— _ (It)Fl l0 Sw1S CUT FLA�I6ESt" ISSUE DATE ISSUE 09.26.14 PCIINU.HN TYPsrubs 169a VrRA P E)7RA4k A0CAI BRACE - I�011 p{ ce4FcrUw C -31 °r, uAl,T. I � I d glZAL le up1 ? 122 r MAI Wr.• (FULL,) 1f005162-51 (11vvc M'iy' �— LvCATE (z) ST,)DS m/NoR Acolrlova� QER o15rtipas PEU 5EE 5fl 51^" MFR SEww UMIT I � CaNr• NWTI50-5v �R FLA06-6 N. SVV\S 5� ESMS A SND o�. c,4a UNIT MZ 5k-- 1 1Difa.c' TYP co.vT � 1{ar//go Sy 010Sh^S COAT' ya0r150 5'( sIm-, 6LaUc%uG PE'2 Ea STUD S�-Z k- >�Doslb2-5y 8 e a C9)�bi1p0 a �oF °kk (yl l U 1 o G ✓✓�q�( 6., F kaCATf; (Lt) rn/N (f`fP P& Cun1t 'i1CoT15o-54 W ' p e c'ek Gr157°y NIG71 '2cV� DRAWN BY: EV * Al UNI-( IyF w/ I'' gM36D�711dk CHECKED BY: SP/PM w (iu, Est-2261) TYP PROJECT NO.: 07.1136.034 �r�T O�`e SINK (E)Cd w' Oj FILE: \\K-wk\PFP\80K\0I�8n20E1 ELEvt flan/ SCALE: AS SHOWN N 012 4 8 STRUCTURAL DETAILS D2